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HomeMy WebLinkAboutPermit D02-058 - AARON BROTHERS AARON BROTHERS 17570 SOUTHCENTER PY D02-058 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Contact Person: Z Name: KEN MCCRACKEN Phone: 360 896 -3327 0 Address: 18210 SE 22 ST, VANCOUVER, WA W E" DESCRIPTION OF WORK: Z co DEMO EXISTING TENANT, CONSTRUCT NEW PARTITION WALLS, (2) RESTROOMS, CEILINGS AT BACK ROOMS AND v FLOORING E- H O Z Parcel No.: 3523049005 Permit Number: D02 -058 Address: 17570 SOUTHCENTER PY TUKW Issue Date: 04/24/2002 Suite No: Permit Expires On: 10/21/2002 Tenant: Name: AARON BROTHERS Address: 17570 SOUTHCENTER PY, TUKWILA, WA Owner: Name: MBK NORTHWEST Phone: 206 575 -8090 Address: C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY Contractor: Name: SIERRA CONSTRUCTION CO INC. Address: 16715 NE 79 ST, REDMOND WA Contractor License No: SIERRCC145N8 Value of Construction: $110,000.00 Fees Collected: $1,736.59 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0023 Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: doc: Devperm ** Continued Next Page ** D02 -058 Phone: 206 885 -3797 Expiration Date: 03/31/2004 Number: 0 Size (Inches): 0 Private: Public: Private: Public: Printed: 04 -24 -2002 Permit Center Authorized Signature: I hereby certify that I have ordinances governing this The granting of this permit regulating construction or Signature: doc: Devperm Jo City of Tukwila D02 -058 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Q YJM4` Date: 7 g y O 2 -- . read and examined this permit and know the same to be true and correct. All provisions of law and work will be complied with, whether specified herein or not. does not presume to give authority to violate or cancel the provisions of any other state or local laws mance of work. I am authorized to sign and obtain this developm -nt per it. Date: Print Name: C 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. Printed: 04 -24 -2002 doc: Conditions City of Tukwila PERMIT CONDITIONS D02 -058 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049005 Permit Number: D02-058 Address: 17570 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 02/28/2002 Tenant: AARON BROTHERS Issue Date: 04/24/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 15: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 16: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 17: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 18: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) Printed: 04 -24 -2002 • z • . w re L 6 U O 0 u) (o w J H WO Q = a Z = H I-- 0 Z I— C1 I— X wW 4-- L .. z U= O � Z Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 doc: Conditions City of 'Tukwila 19: Maintain fire extinguisher coverage throughout. 20: * ** EXITS * ** - UFC Article 12 21: Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its precense would obstruct or render the exit hazardous. (UFC 1203) 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 23: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 24: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 25: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 26: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 27: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 28: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 29: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 30: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 31: 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 the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 32: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 33: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 34: Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. 35: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 36: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 37: The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1- 5.5.4) D02 -058 Printed: 04 -24 -2002 z w -1 U 0 O C o CO 111 _1I— w g J w ? - a Z F.. HO Z 1- w w U � O — 0 I— w W II- O W Z - • I O I'" z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 38: Local U.L. central station supervision is required. (City Ordinance #1900) 39: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) 40: 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 #1900) (UFC 1001.3) 41: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1900) 42: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 43: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 44: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. 45: Duct smoke detectors shall be capable for being reset from the alarm panel. (City Ordinance #1900) 46: In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) 47: Duct detectors shall send a supervisory signal only upon activation. 48: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 49: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 50: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 51: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 52: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 53: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 54: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 55: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 56: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. doc: Conditions D02 -058 Printed: 04 -24 -2002 Signature: Print Name: doc: Conditions City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: ( v& C . l,�c_G�►f D02 -058 Printed: 04 -24 -2002 Project Name /Tenant: Name/Tenant: , , o Z`"f -fir`, 'c Value of Construe i n �G? oo0 Site Address (include suite number) City State /Zip: l 7 - 70 4 ') t,4 r71 CJ)( ) � , t ! (Ai I L Tax Parcel Number: Property Owner: M :: o P`Tl`wR,C.l Building Square Feet: 6 2- Z-- existing No. of Stories: 1 Area of construction (sq ft): 6 Z Phone: _ ,� G Q3 -• 6�6 c0 Street Address: , -g- 1-(11-7 c W /0A-a u. Rp 4�o City State /Zip: e l OsojG 4..0 a(' 77 Fax II: , - ;._ C. / 3 3/ / Contractor: Phone: Street Address: City State /Zip: Fax II: Architect: is.w._. as<A/ (gni(' Phone: 6 07 Street Address: City State /Zip: f 'z iO CI' 2Z ' ° Sr VA 'o 9 - 5 Fax II: ;Co' 8 , C'/i- Engineer: Phone: Street Address: City State /Zip: Fax It: Contact P,� G� Al C ( 1 C i / ; � [c- Phone: 36 D ' C� Q 7 C 5� Street Address: City State /Zip: 1 f3 2 ro 5 ?2 N' 9T VAA/Cou 1/0e , GUA , ,6 3•j Fax It: 36-or cr/ -c7535 Description of work to be done (please be specific): 0 Chi 6 i 577 N2 T & , tiri / t ' r ('Oti,' if,e U&c r /UEw A 7 0^-, (Nj4 6(; , Z ,T OM C G I C. f,�' - S /t•T 3, Ac /CO c v , A. cot(' ) ,� � 5 , �,, s � ,mac 9 . Existing use: Retail ❑ Restaurant El Multi - family ❑ Warehouse ❑ Hospital Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /Colle /Universit ❑ Other ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Motel /Hotel ❑ Office El Other _ Proposed use: Retail ❑ Restaurant Church ❑ Manufacturing ❑ School /College /University Building Square Feet: 6 2- Z-- existing No. of Stories: 1 Area of construction (sq ft): 6 Z Will there be a change of use? ❑ yes " no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 71, no Existing fire protection features: 71 sprinklers in automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes fa Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Im a rovement / Alteration Permit Application Channelization /Striping ❑ Curb cut/Access /Sidewalk Fire Loop /Hydrant (main to vault)it: 0 Cut ❑ ❑ Land Altering ❑ Sanitary Side Sewer it: ❑ Storm Drainage ❑ Water Meter /Exempt It: ❑ Water Meter /Permanent it ❑ Water Meter Temp it ❑ Miscellaneous ❑ Street Use Size(s): Size(s): Size(s): cubic yds. Size(s): 0 Fill cubic yds. Sewer Main Extension Water Main Extension 0 Deduct Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: 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 extend the time for action by the applicant for a period not exceeding 180 clays upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Cie 2,16 PLEASE SIGN BACK OF APPLICATION FORM . I 1 /30 /00 riperu►il.(luc• CITY OF TUKWILA Permit Center 6300 Southcente_r Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Date applicationir Project Nuuwer: Permit Numh o . Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) Applicatio aken t `(initials) BUILDING OW R R AUTD AGENT: Signature: Da1e: 07z7/0 2 Print name: eeN l "k C,/4Cf4 � Phone: j0 97 , 37. Fax It: 360,8?/ _�, � Address 2 (0 � 2 A.,‘, C � � e 1 � tC1 City /State /Zip �/ L v ' � c /4 - I 8C8 , -. APPLICATIQ ' MUST BE SUBMITTED WITH THE LOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form 11-13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : ❑ DI Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ 7 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ la Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ fa Indicate proposed construction of tenant space or addition and walls being demolished ❑ Construction details ❑ ,esJ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ • Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). `P` ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. j� ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle-King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building. Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of. Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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. ) / /30 /t1U cl/wrfnU.duc Lt:'.'n h ^..nht',k Y,G;i.:t rrik? 1. a,:, " C . ttr. t, viu A Z • W tY 2 UO to 0 to W J F- U) w w o 2 u_ ? N w z � o w ~ U � O� 0 I— Ww - r LL O W Z U = Z l z RECEIPT 1W tr 2 Parcel No.: 3523049005 Permit Number: D02-058 U O Address: 17570 SOUTHCENTER PY TUKW Status: PENDING rn o Suite No: Applied Date: 02/28/2002 w i Applicant: AARON BROTHERS Issue Date: N u , 0 . Receipt No.: R020000286 Payment Amount: 682.34 g Q N D Initials: SKS Payment Date: 02/28/2002 02:58 PM = d User ID: 1165 Balance: $1,054.25 H = Z 1— I— 0 Z I-- w • w U� O 52 0E- Type Method Description = 0 ` Amount I- --- —O Payment Check 39159 682.34 W Z 0 L2 O z Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Current Pmts RHL DESIGN GROUP PLAN CHECK — NONRES Description Account Code 000/345.830 682.34 Total: 682.34 ::322 02/28 9716 TOTAL 682.34 Printed: 02 -28 -2002 Initials: KAS User ID: 1684 Payee: SIERRA CONSTRUCTION RECEIPT Parcel No.: 3523049005 Permit Number: D02-058 _Ic) o o Address: 17570 SOUTHCENTER PY TUKW Status: APPROVED u) 0 u) Lu Suite No: Applied Date: 02/28/2002 11.1 i ...i 1- Appl icant: AARON BROTHERS Issue Date: (0 u Receipt No.: R020000541 Payment Amount: 1,054.25 g 5 Payment Date: 04/24/2002 11:52 AM y a Balance: $0.00 I-- ILI Type Method Description • Payment Check 89125 1,054.25 z TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of fukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Current Pmts Amount Description Account Code BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 1,049.75 4.50 Total: 1,054.25 :; 04/24 716 TOTAL 1i43 Printed: 04-24-2002 Project: UCtlie Ilan. Type of Ins eCtion: #14 at, Address: 1757n 5rn 1h ( to,i44 Date called: 7` Special instructions: P I , � e&u _ tr - r"V �1�?i Date wanted: / - 0 a. m: p.m. Requester: hoidit Phon 5 - 71,(0- 37. 3 vl- v�/�PC, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 X Approved per applicable codes. El Corrections required prior to approval. 0014're/ COMMENTS: P ne 173 1 n .00 REINSPECTION F E REQUIRED. Prior tjinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to s edule reinspection. Receipt No: Date: -- .. C) Date: z , Z c W aa � J0 00 N J � L w 0 u_ a co = a � z � w F- W gy U co o— C3 w u' ..z U o • '' z Project: , a ron I3ro. of Inspection: rte _ FIAVAL Address: 1 Soutivecacv t f Date called. d 7 - 3 Special instructions. 1 .-V1) I 1./ , Date wanted: ca Mi 7 -R -nom Requeke (Al Phone: - y) s 7 106 3703 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 &r/ Q tom' ... d 7," , Iw/,, ( ����• ter: ul�il S 1 4., , Ze 7L. . Inspector: ❑ $47.00 REINSPECTIO ! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit 04 -4 14 s Afrz, /7 Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. "j Corrections required prior to approval. ;74--2fre5 Pro / e /� c � t: /y� � } V \ I ( J :: ..+ ' `'iof'lnspection: �S:yf :4515. • 1 7 C 1 � Y Da tgcalI CP r� 9/0 p'1 J Special instructions: { Dat wa d: / a.m Reque r: " Pho27 7/ 6 _ 37 3 INSPECT! JN NO. CITY OF TUKWILA BUILDING DIVISIO 6300,Southcenter Blvd, #100, Tukwila,,'!\ Approved per applicable codes. COMMENTS: Inspector: a INSPECTION RECORD Retain a copy with permit $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Corrections required prior to approval. Date: PERMIT NO. 81 g 8 (206)431 -3670 Z ~ W re 6 J U 0 U J H • LL W O LL < c0 � Z = Ih- W O U en H W W F H LL. O W Z U N i= O Z trA chix, 6 6 , 7 54 im Ty a of Ins ection: ri?:76 S�J h / Date ca 6 13 02 4 Special instructions: / % Date wanted: /�{ m IT /a2 a. . � p.m. Requester: E / �( Phone: 0 ZS - 76; 37.23 • COMMENTS: e or: C' • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 p proved per applicable codes.,/ Corrections required prior to approval. 0 L7 1 F - 058 PERMIT NO. (206)431 -3670 PitAit Date. $• 7.00 REINSPECTIO FEE REQUIRED.>'rior to inspection, fee must be paid .t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: air • ., } .may_ �... } ::. ', y :' ':. 7 ? .l \. °td:.�M is .i4ti+.X1i'S.fw^. : 7K- +4`r= air.tlSz'• °,�''a�ditils`s�' At` 'iA Z W JU 00 co 0 W J N u- .W O - O F Z � Z W U� 0 l- w IU H F - LL Z O H O Pliejeb a /L. A ./2421, TyreAlnspection: • LA , Date called: 5 5 . Address: 11 570 c. C. rt4.1. Special instructions: ..rt) Date wanted: 5/3//o firo er: 1 (55 7ceLe- 373 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: OcAtkuJcASQ ,A(5,1z4 PAA\ico 04erWL ckA 113 (R • ector: at 7.00 REINSPECTION - FEE RE UIRED. Prior to 'nspection, fee must be paid 6300 Southcenter Blvd., Suit • 100. Call to sche ule reinspection. ec i t No: Date: Date: .. • I I " 1 1- Z 6 —I c.) O 0 • ° U) UJ uj g • < I LLI Z 1-0 Z 0 O 2 CI I- W u j I 0 L I 0 z O . o I P J1/ecct:fJJ�{�/ /f ft (} ( /�/(� C `�/ ��/I • .V 1' i. Ve4 .s //pe / oof f Jpon•��(/ - -' (// " 1 sp � � ti �I' V ^ N ( �' / Q .. 4 Address 1 o c / _ p k J Date called: 5 */62. Special instructions: 1 Date wanted: //�� .. '.5/2162_ pa.mm. VV Requester: I Phone: ,4 7 6'0 ^ 37 COMMENTS: r' 42'46 7 6t //41/ — "944 k/V" f I ri s,+ rths ctor . ..._ C'1l /G Date: . ". a. 5'�'d7 a — INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 0 Corrections required prior to approval. $47. REINSPECTION E REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: 1, z ~ W re 00 CO 0 W= H Q W0 }} g LL S I- al z � W 0 - 0 I- Ill W H i 111 O H z Pr y a ect: ,. cg,-ji4 -� . Type spection: j ct Add A)dre,s s: 5 7 0. i `o. - . ]� I Qate� call' d:- j . — � t y Special instructions: 'Date wanted: : 't-' O � a.m. p.m. Requester: � a�d Phone y 2ei — 7 s _ G6 3 �a R" n:5d�,:a :1ivY 44 sc• {F+141.0 Ap9Jo t I per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • at 6300 Southcenter Blvd., Suite 100. (I to schedule reinspection. 1)C--058 ER IT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: (2) 4714(._s Ai' // 1 7 .E 44.41 00 REINSPECTIO EEE REQUIRED. / rior to inspection, fee must be paid Receipt No: Date: Z Z W -JU O 0 co to tu W I W w0 U.Q CO I I- _ Z � W • W U � O N • I- w W u" W Z U N z Prot 7 4 - 47 L i Type ojJ Sf ection: „Y."( 1:Z -1r f Address: / -Sc. /7.5 d � f • Date called— �4 ,2 Special instructions: Date wanted. 7 '" 7 2 �m. p.m. Requepr: Phone• p ') INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 a Corrections required prior to approval. COMMENTS: ernee c5-7-e.1 1e �m .2 tN�f� ed , /ta J Jl r f�.,�a �n r 1, Ccz-e. ( ■ Inspecir: AA C'�{ /c4-4 .00 REINSPECTION EEE REQUIRED.7P to inspection, fee must be paid t 6300 Southcenter BI d., Suite 100. Call to schedule reinspection. eceipt No: Date: w; {'Y ;'Ll ?:1d'y. Z ~W re JU • O O. c W = • J i- • w w O. � r g J w Q co = 0 F_ W Z � w O : c O I— W I— r " - W Z U N 0 z Pr sect: el ‘ eQA.e116. Type of I spection: / 1 - ',OW/ )(MI Acdress: Date called: 5/2 570 f ( . Pac4y Special instructions: ` Date wante a.m. ` /aa 0 e Reques 5: 0 Phone: 7t O -2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector Approved per applicable codes. COMMENTS: " :617.5 i a'»// n', A&74-ii- /9,404 Receipt No: - 7 - 2/41071;:-/I (//9 toR - 'ir7 f 4/ea Date: PERMIT NO. (206)43 670 Corrections required prior to approval. 4p Date: .- X 47.00 REINSPECTION E REQUIRED. nor to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. C II to schedule reinspection. Z 1 W U to c J CO 11. W0 g J u.¢ con C! I Z1.- Z 0 1— al u1 H U� 0 H Z COMMENTS: Tye of Inspection: / 1 f- — el 027 I- ) \A c144 i-pc1;0,,, 4 rA L. cL-tcl; I ' 'Cor r P- 2. 4.0-e Walls 21 r :?•trx-e wei 5 2Pr Ck(-n1 lc Tor V I 0 vwk -?— ) ) 1 Wct 11 5 V'O i N540‘1 instructions: . ;..i-i II 0. c . vAcii-- A -94a i I S Requ stvr: .1 kff c r ekr ?-,,..1 viol (1 ci+- hor4\ 3 C on( fei e, WM ii ?..,.' O Pratject: , 1 a fr OKI Rvo /IL e 1- Tye of Inspection: / 1 f- — el 027 Address: Date call d: / instructions: . Date a ted:. / /L//0'? p.m. Requ stvr: Phonp. 1- 3 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. Corrections required prior to approval. Inspector: Date: E .... v.1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: < • I 1- Ui z w 6 —.I 0 O 0 CO W -J • u_ W 0 2 g -71 • < 3 w z I-0 z ▪ Lu 2 0 O D. O I- u j I 0 L I 0 z O co 0 Pr ject: .4U Y6'1 f' "17 r S Type -of Inspection: t v Cc yl-, 1 Y1 t / 7 5 7 5e ter Date calls / Special instructions: �. . Dat - wa te , a.m. Request r: C S O Pho 40 = 7 (0b 3731 tg INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 052 PERMIT PERMIT NO. (206)431 :3$70 Approved per applicable codes. Corrections required prior to approval. COMMENTS: P 2Ct /1-1 4t Date: 7 $47.00 REINSPECTI N FEE REQUIR /6. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: I r. Project Name 4 •,777-7,;777.!, :7 .;;-••••••• , 77771- 7-.7---777-7777-7777-777:777 City of Tukwila Fire Department Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: e 13,k3-11 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued f : 0 k 5/ i le Authorized 'Signature 1 .-"FINALAPP.FRM r ft Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. Do).- os Suite # 7- 3 Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 z I I— Z w ce 2 — J 0 O 0 W ° CO W W — J CO U_ w 0 < cn I w Z 0 Z O ui 0 O co O — O 1— W I 0 1— U. 0 Z (I) O 1— z MAY -16 -02 02:52PM FROM- Sierra Co FROM : MARTENS /CHAN,INC uction Co, Inc. 425 497 - 5290 PHONE NO. 2062969076 May. 16 2002 02:19PM N2 Structural Calculations for RECEIVED Aaro n Brothers Lit 1 2002 PARTME NT'Tukwilia, Washington Non- Bearing Partition Studs MARTENS /CHAN, INC CONSULTING STRUCTURAL ENGINEERS 400 MECER SUITE 410 SEATTLE, WA 98109.4641 (206)298.9818; FAX (206)298 -9876 T -329 P.003/006 F -330 r1 ENT .` 31,494,44 MAY-I6-02 02:52PM FROM-Sierra ConrAuction Co, Inc. 425 487-5290 FROM : MARTENS/CHAN.INC PHONE NO. : 2062999876 MARTENS/CHAN, INC. Consulting Engineers SEATTLETWASH1NGTON CALCULATED BY DATE calculations stud lateral load interior non-strucutral top plate summary MA/-I8-02 02:52PM FROM-Sierra Comkruction Co, Inc. 425 487-5290 . FROM ! MART6NS/CHAN.INC PHONE NO, : 2062989876 MARTENS/CHAN, INC, Consulting Engineers SEATTLE., WASHINGTON May. 16 2kft dorm is JOB ONSETNO , or CALCULATCP dY oArt CH6C4ED BY OATS SCALE as-built stud assembly steel stud top track MAY =16 -02 02 :53PM FROM- Sierra ConFuction Co, Inc. 425 487 -5290 FROM : MARTENS'CHAN,INC PHONE NO. : 2062989876 T -329 P.006/008 F-330 May. 16 2002 Od: ddvr1 r5 section at top of partition Project Info Protect Address: Aaron Brothers Date: 2 /27/02 ■ 17570 Southcenter Parkway For Building Department Use 48 Tukwila, WA Applicant Name: Ken McCracken Applicant Address: 18210 SE 22nd Street, Vancouver, WA 98683 Applicant Phone: (360) 896 -3327 Alteration Exceptions • No changes are being made to the lighting (check appropriate box) ■ Less than 60% of fixtures are new, and installed lighting watts are not being increased Fixture I.D. No. Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed A Holophane #PGN- 100MP -85 -UN Y5DD 48 100 4,800 B LSI #QM200 -2G -B 23 70 1,610 C Artemide #TOLOMETO FARETTO 4 100 Exempt D Lightolier #26038WBKLS 8 100 800 E Lightolier #8338- 6190BK 8 100 800 J Ligholier #XTGVA340- 120S0/03 11 87 957 K Nora #NH- 120 -NM129 4 100 Exempt L Nora #NM- 127W -100F 18 20 360 qEC T KWILA CITY OF l 0 Total Proposed Watts 9,327 Location PERMIT CENTER Description Allowed Watts per s.f. or per I.f. Area in s.f. (or I.f. for perimeter) Allowed Watts x s.f. (or x I.f.) Bldg. (by facade) ,(} I of Fixtur 0.25 0 Bldg. (by perim.) CITY Of TUKWILA 7.5 0 0 0 UM) K Cl r► n n n n n Total Allowed Watts 0 Fixture I.D. No. — i .v ILA, Number Watts/ Fixture Watts Proposed Fixture Description _ y/, ,(} I of Fixtur 0 0 0 Total Proposed Watts 0 •x Lighting Summary 1994 Washington State Nonresidential Energy Code Compliance Forms Project Description I ® New Building ❑ Addition ❑ Alteration Compliance Option ❑ Prescriptive IEI Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) All Proposed Lighting Watta Proposed Lighting Wattage (Exterior Occupancy Description Retail (lhiterior) Maximum Allowed Lighting Wattage (Exterior) :1\ Area in s.f. 6,242 Total Allowed Watts Doao Scg Second edition - June 1995 Allowed x Area 9,363 0 0 9,363 Applicability Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) YES 1513.1 Local Control /access Schedule with type. Indicate locations E1 -02 YES 1513.2 Area controls Maximum limit per switch E1 -02 YES 1513.3 Daylight zone control Schedule with type and features. Indicate locations E1 -02 YES Vertical glazing Indicate vertical glazing on plans El -02 N/A Overhead glazing Indicate overhead glazing on plans YES 1513.4 Display /exhibit/special Indicate separate controls E1 -02 N/A 1513.5 Exterior shut -off Schedule with type and features. Indicate location N/A (a) timer w/back -up Indicate location N/A (b) photocell Indicate location YES 1513.6 Inter. Auto shut -off Indicate location E1 -02 YES 1513.6.1 (a) occup. Sensors Schedule with type and locations El -02 N/A 1513.6.2 (b) auto switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans Lighting Summary 1994 Washington State Nonresidential Energy Code Compliance Forms Second edition - June 1995 Project Address: Aaron Brothers 17570 Southcenter Parkway Tukwila, WA LIGHTING WATTAGE (Section 1520 -22 or 1530 -32) YES YES Lighting Sum. Form Area controls Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture El -02 ELECTRIC MOTORS (Section 1511) N/A I Elec. motor efficiency IMECH -M01 or Equipment Schedule with hp, rpm, efficiency I If "N /A" is used for any question, provide explanation: NOT RELEVANT TO THIS PROJECT. ;+:iiqtr4t4W.'*,= !t4WM; ACTIVITY NUMBER: D02 -058 DATE: 2 -28 -02 PROJECT NAME: AARON BROTHERS SITE ADDRESS: 17570 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ' Planning Division (� Public Works Structural �. 3 � y �� v ick- 9 ): -h `1- ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [r Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete:, Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [I Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 610 Firs Pr Incomplete ❑ DUE DATE: 3-05 -02 Not Applicable ❑ DUE DATE: 4 -02 -02 Approved ❑ Approved with Conditions 0 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing siip•doc 2.28 -02 PERMIT COORD COPY DATE: ACTIVITY NUMBER: D02 -058 DATE: 2 -28 -02 PROJECT NAME: AARON BROTHERS SITE ADDRESS: 17570 SOUTHCENTER PY X Original Plan Submittal 's Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route TUES /THURS ROUTING: REVIEWER'S INITIALS: Structur I Review Required APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documentshouting slip.doc 2.28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Approved with Conditions 0 DUE DATE: 3 -05-02 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required ❑ DATE: DUE DATE: 4 -02-02 Not Approved (attach comments) ❑ DATE: Planning Division Permit Coordinator Not Applicable ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z w o ¢¢ c = J U 00 CO W = W 2 g Q a z I— O z W U � O P— O I-- W W HI- — U. O .. W U = z 1 PERMIT NO.: ' DO 05 BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types 700 Framing ❑ 750 Roof/Ceiling Insulation 800 Floor Insulation 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection 7(-815 Lighting and Controls � 900 Suspended Ceiling 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection ❑ 1120 Pre -Demo ❑ 1140 Pre - reroof ❑ 1400 Final -Fire 1700 Final - Building ❑ 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special- High - Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special- Piling, Piers, Caissons ❑ 4011 Special - Shotcrete ❑ 4012 Special- Grading, Excav/Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special -Panels ❑ 4015 Special -Smoke Control System TENANT NAME: a m Permit Tech: S "^ •••••• • "rM3` "i�pAM116s.L^LX"1'ydilY �` cte64 CONDITIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high - strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report 10012 Any new ceiling grid and light fixture installation 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation 0 10018 A statement from the roofing contractor verifying fire retardant class of roof 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ❑ 10026 All structural masonry shall be special inspected 10027 Validity of Permit '❑ 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045.........Reroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Date: 3 &L D2 Date: , ')'1, U1J ACTIVITY NUMBER: D02 -058 DATE: 2 -28 -02 PROJECT NAME: AARON BROTHERS SITE ADDRESS: 17570 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28 -02 PLAN REVIEW /ROUTING SUP Fire Prevention Structural Incomplete ntf 0 Planning Division Permit Coordinator DUE DATE: 3-05-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 4 -02 -02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: 1 5 DATE: 3 - ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z • I— H w re JU O 0 0 CI WI w O ga J u. ¢ to � _ F. w I^- I- O z I— co U O — O H W w I- -- IL O .. w • = 1-: 1- Z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -058 DATE: 2 -28 -02 PROJECT NAME: AARON BROTHERS SITE ADDRESS: 17570 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Ne Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required .v REVIEWER'S INITIALS: �— DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 DUE DATE: 3-05-02 Not Applicable ❑ DUE DATE: 4 -02 -02 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ . PW ❑ Staff Initials: z w C QQ 2 J U 00 • 0 W= I— N LL W O 2 u- ? N d = W I— _ Z }.. I-- Z I— W ❑ O • N ❑ I— W 0 LL • Z U = O ~ Z 4� DEPARTMENTS: Building Division Public Works TUES/THURS ROUTING: Please Route [r Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip,doc 2.28.02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -058 DATE: 2 -28 -02 PROJECT NAME: AARON BROTHERS SITE ADDRESS: 17570 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete El Not Applicable ❑ Comments: t/ Iar Stn Satu).tc. t,tAz • 7257 , 7 44 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 0 Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 0Tµ.y4mr0 Z, u.w.. ! ..., s.rr...+ +PO. ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 3 -05-02 DATE: 0 DUE DATE: 4 -02 -02 DATE: z w e 6 6 J U O 0 co 0 • w J = H w Q � Q LL Q = _ . z I.. I— O zI— W W U O N D I— wW O ..z U= O I.. I have exaxnined the original document and certify this is a copy of that original. REGISTERED AS PROVIDED BY LAW AS CONST : CONT . GENERAL ']OATE CC07 STERRCC1.45N8 03/31/2004 EPFEC'TIVE DATE 08/2$/198S SIERRA CONSTRUCTION CO INC 19900 144 TH AVE NE WOODINVILLE WA 98072 FAX NO. 4254875290 P. 02 Notary Public in and for the State of Washington Residing at My Commission expires Dated CITY OF�TKWILA. APR 2 4 200' ITEM SUPPLIED BY INSTALLED En I. CARPET AARON BROTHERS GENERAL CONTR. 2. LIGHTING FIXTURES LAMPS AARON BROTHERS ELECTRICAL GONTR 3. MADIX FIXTURES AARON BROTHERS AARON BROTHERS 4: ALL OTHER FIXTURES AARON BROTHERS AARON, BROTHERS 5. NESTING ,TABLES .AARON BROTI -ERS AARON BROTHERS. 6. STOREFRONT SIGN SIGN GONTR. SIGN CONTR_ 7. INTERIOR GRAPHICS PACKAGE AARON BROTHERS AARON BROTHERS B. FIRE EXTINGUISHERS GENERAL CONTR. GENERAL CONTR S. SOUND SYSTEM AARON BROTHERS WIRED �- GONTR SYSTEM INSTALLED BY AB_ 10.SEGURI TY SYSTEM AARON :BROTHERS AARON BROTHERS II. TELEPHONES AND DATA AARON BROTHERS WIRED 6f Co CANTR FIIJAL CANhJLG,TION B1( AB. 12 PAGING SYSTEM AARON BROTHERS WIRED BY ELE FINAL CANt�LTIN GON7R" BY AB. IS. CLASSROOM /OFFICE FURNITURE AARON BROTHERS AARON BROTHERS 14. FIT ROOM EQUIPMENT AARON BROTHERS AARON BROTHERS 15. EXIT /EMERGENCY LIGHTS ELECTRICAL GONTR. ELECTRICAL GONTR. 16.CERAMIG TILE GENERAL CONTR. GENERAL CONTR. 17 VINYL COMPOSITION TILE, CARPET • ACCESSORIES, THRESHOLD, ETC. GENERAL CONTR. GENERAL GONTR. 18.ACOLSTICAL TILE E GRID GENERAL CONTR_ GENERAL GONTR. P A AFF AGT ADD ALT ALUM AIA AST" AMP APPROX ARCH ACSB BEV BLKG BLDG GLG B GT GLR GOL GONG GMU GONST G51 GOUT GONTR GJ GORR DEMO DIA DIM DIV EA ELEG ENG ELEV EVER EQ EQUIP EST XTG ExP EJ EXT FAB FWG FWP FIN FIN FL FHG FLR FD FLUOR FTC, FDN FOS GA GG GND GWB HGP HBD HDWD HVAG HGT HG HM HOR HR HWH ABOVE FINISH FLOOR ACOUSTICAL CEILING TILE ADDENDUM ALTERNATE ALUMINUM AMERICAN INSTITUTE OF ARCHITECTS AMERICAN SOCIETY FOR TESTING NG M MATERIALS AMPERE APPROXIMATE ARCHITECTURE ACCESSIBLE BEVELED BLOCKING BUILDING CEILING CENTER CENTER LINE CERAMIC, TILE CLEAR COLUMN CONCRETE CONCRETE MASONRY UNIT CONSTRUCTION CCONONSTRTINUOUUCTION S MASONRY INSTITUTE CONTRACTOR CONTROL JOINT CORRIDOR DEMOLITION DIAMETER DIMENSIONS DIVISION EACH ELECTRIC ELECTRIC WATER COOLER ELEVATION EMERGENCY EQUAL EQUIPMENT ESTIMATE EXISTING EXPANSION EXPANSION JOINT EXTERIOR FABRICATE FABRIC WALL COVERING FABRIC WALL PANEL FINISH FINISH FLOOR FIRE HOSE CABINET FLOOR FLOOR DRAIN FLUORESCENT FOOTING FOUNDATION FACE OF STUD GAUGE GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HANDICAPPED HARD BOARD HARDWOOD HEATING, VENTING, AIR CONDITIONING HEIGHT HOLLOW GORE HOLLOW METAL HORIZONTAL HOUR HOT WATER HEATER NO SCALE art AARON ABBREVIATIONS INGAN INCL INSVL INT LAM LAV LF INCANDESCENT INCLUDED INSULATION INTERIOR LAMINATE LAVATORY LINEAL FEET MAINT MFR MAX MEGH MET MIN MSG NIG NOT IN CONTRACT TUTS NOT TO SCALE O SP - ON CENTER OPG OPENING OPP OPPOSITE PT PAINT PR PAIR PIN PARTITION P PLASTIC LAMINATE , PLUMBING FIND PWD PLYWOOD QTY [QUANTITY QT QUARRY TILE REGP RECEPTACLE REF REFERENCE REIN; REINFORCE READ REQUIRED RA RETURN AIR REV REVISION RO ROUGH OPENING RB RUBBER BASE RT RUBBER TILE SIM SIMILAR SG SOLID GORE SPEC SPECIFICATION SQ SQUARE SO FT SQUARE FOOT STD STANDARD 5, STEEL SUSP SUSPENDED SYMMETRICAL TBD TEL TEMP T A G TOW TYP ✓ V VERT VB VGT VWC VOL W W WG WALL COVERING • WITH W/O WITHOUT D WOOD WB WOOD BASE MAINTBJANGE MANUFACTURER MAXIMUM MECHANICAL MEDIUM DENSITY FIBERBOARD METAL MINIMUM MISCELLANEOUS TO BE DETERMINED TELEPHONE TEMPERED TONGUE AND GROOVE TOP OF WALL TYPICAL VERTICAL VINYL BASE VINYL COMPOSITION TILE VINYL WALL COVERING VOLUME AOJ NO SCALE RO DETAIL NUMBER ELEVATION SYMBOL SECTION SYMBOL KEYED NOTE PARTITION TYPE REVISION NUMBER (000) DOOR SYMBOL NEN PARTITION EXISTING PARTITION NEW DOOR EXISTING DOOR TO REMAIN. 6 ARCHITECTURAL SYMBOLS THER THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE SCHEDULING AND COORDINATION BETWEEN THEIR COMPANY, THE SUB- CONTRACTORS AND I ALL, OF THE OWNERS VENDORS RELATED TO THIS PROJECT.' NO SCALE RESPONSIBILITY SCHEDULE. Do2tvw FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con - tractor's copy of approved plans acknowledged. EI.I NO CHANGES SHALL BE MADE TO E1 2 THE SCOPE OF WORK WITHOUT PRIOR •0 OVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS Y.m.L RESUME A N. RAN. SUBMITTAL nay INCLUDE NOiTATiONAL PLAN .REVIEN: FEES. . A0.1 A0.2 A0.3 A0.4 AO.5 AOA AO.7 AIL A2.0 A2.I A3.1 A4.I A6.1' A6.2 A A ATE A7.4 FI.I MI.1 P1.1 REVISIONS Gods Review AO BUILDING 'CODES: CONSTRUCTION TYPE: USE GROUP: Back areas /Fit Rrn: Retail Sales Room: TOTAL AREA OCCUPANCY LOAD: REQUIRED EXIT 1NIDTH: FULLY SPRINKLERED: INDEX OF DRAWINGS COVER SHEET ".. ARCHITECTURAL SPECIFICATIONS ARCHITECTURAL SPECIFICATIONS ARCHITECTURAL SPECIFICATIONS MECHANICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS PLUMBING/FIREPROTECTION SPECIFICATIONS SITE PLAN DEMOLITION PLAN FLOOR PLAN / FINISH PLAN ENLARGED, FLOOR PLANS REFLECTED CEILING PLAN EXTERIOR/INTERIOR ELEVATIONS INTERIOR ELEVATIONS DOOR DETAILS /SCHEDULE HALL SECTIONS /DETAILS GENERAL DETAILS CANOPY DETAILS . FIXTURE PLAN WAG PLAN PLUMBING PLAN ELECTRICAL. POWER PLAN ELECTRICAL. 'LIGHTING PLAN SEPARATE PERMIT REQUIRED FOR: MECHANICAL 121 ECTRICAL UMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION All plans for Aaron Brothers stores are required to comply with all A.D.A. accessibility (handicapped) regulations and /or local regulations, whichever is more stringent. This set has been designed to comply with the following building codes and standards: 14 .17 U.B.C. Uniform Building Code Barrier Free Design Regulations (ADA) G97 U.P.G. Uniform Plumbing Code 1 .1.17 U.M.G. Uniform Mechanical Code I9g7 National Electrical Code VN (SPRINKLERED) GROUP M 1,03.1 s.f. B 300 s.f. /person = 4 5,203 s.f. B 30 s.f. /person = 114 6242 s.f. TOTAL PERSONS: 178 I7 178 X 0 . 2 = = 36 (108 "PROVIDED) YES BU I LD I NCB CODE SUMMARY NO SCALE CITY Of TURVIR A APPROVED MAR 2 2 2002 AS NOTED ERG Dl+ft ON RECEIVED CITY OF TUKWI PERMITCENTFf art &framing AARON BROTHERS 1270 S., GOOORICB BULL COMUERGE. Cd 90022 PONS (3C,' 4).725-82T8 I DEBRI GROUP ARCHITECTURE •'ENGINEERING ENVIRONMENTAL SERVICES 78270 SE 22ND. STREET VANCOUVER. WA 98683 360 - 896 -3327 FAX:360- 897 -0535 JOHN W. JOHNSON, ARCHITECT VICINITY NO SCALE REVISIONS: A PERMIT A A A 0 A A A O N E Em _B2 PROJECT NO: C l 0 7 Q HE W CO C- ED (f) 5- D 131, 02/26/02 9258.50 0 E0 5- SHEET TITLE COVER SHEET AS NOTED C7BCEEO DATE 02/2F /02.'� DATABASE: AB I SIOR6 NP r 2- TABLE OF CONTENTS MATERIALS GENERAL: PART 1 — GENERAL This project shall conform to all requirements of Federal, State and Local Codes and Ordinances. Quality Assurance Submittals Job Conditions Project Handling and Storage Alteration Project Procedures Selective Demolition PART 2— PRODUCTS 05400 Light Gauge Metal Framing 05500 Miscellaneous Metals 06100 Carpentry, General 06240 Plastic Laminate 07270 Fire Stop Insulation And Sealing 07900 Caulking And Sealant 08100 Hollow Metal Doors And Frames 08210 Wood Doors 08710 Finish Hardware 09250 Gypsum Drywall Systems 09300 Ceramic Tile 09511 Acoustical Lay —in Ceilings 09550 Wood flooring 09660 Resilient Flooring 09675 Resilient Base 09680 Carpeting 09900 Painting and Finishing 10520 Fire Extinguishers And Cabinets 10800 Toilet Room Accessories PART 3 — EXECUTION Installation General Finish Hardware Glass And Glazing Plastic Laminate Hollow Metal Doors and Frames Wood Doors Drywall Work Acoustical Ceiling Tile Resilient Flooring and Base Carpeting Painting and Finishing Slatwall Installation MATERIALS GENERAL (ARCHITECTURAL) PART 1 — GENERAL DESCRIPTION OF WORK: QUALITY ASSURANCE: Obtain materials from reputable manufacturers regularly engaged in the production of products and materials for the intended use. Quality Standards: Except as otherwise shown or specified, comply with specified provisions of the following: Millwork /Casework: Architectural Woodwork Institute (AWI) "Quality Standards ". Wood Doors: NWMA Industry Standard I.S.I. - Wood Flush. Doors. Fire Rated Hollow Metal Doors and Frames: Provide fire rated hollow metal doors and frames investigated and tested as a fire rated assembly. Identify fire rated frames with recognized U.L. testing laboratory labels, indicating applicable fire rating of frame per NFPA Standard No. 80 and ASTM E152. One Resistant Drywall Assemblies: Comply with fire resistant ratings as indicated and as required by governing authorities and codes. Provide materials, accessories and application procedures which have been listed by UL or tested in accordance with ASTM E 119 for the type of construction indicated. Drywall fasteners shall comply with ASTM C1002, of type recommended by Manufacturer. UL Fire Hazard Classification: Acoustical ceilings to comply with a fire hazard classification for flame spread, including fuel contribution and smoke development classifications specified. provide tile which has been tested, rated and labeled by UL. Carpeting: Carpet and Rug Institute "CRI 104" Volatile Organic Compounds (V.O_C.): Provide only products that comply with local regulations controlling use of V.O.C.'s. Submit certification by the product manufacturer showing that each product supplied for the Project complies with local 5.0.C. regulations. Coordination: Coordinate construction operations :.among the various subcontractors and with those of other prime contractors, other entities involved with the Project and with requirements of, and work performed by, the, Owner to assure efficient and orderly installation of each part of the work. Coordinate' construction operations included under the different subcontracts, included under other prime contracts and performed by other entities involved with the Project and by the Owner, that depend on each other for proper installation, connection and operation. Make provisions to accomodate items scheduled for later installation either as Work of the Contract or as work of other prime contractors, entities involved with the Project or of the Owner. SUBMITTALS: Manufacturers Data: Before starting Work, submit list of materials and accessories to be incorporated in the Work. List shall include descriptive data, catalog cuts, and other such information to identify the materials as to the location or locations of their use in the Work, and the methods of installation. No consideration will be given to partial lists submitted from time to time. Samples: Submit samples of the following materials to Owner for review: Wood flooring, carpet, paint colors, ceiling tile, walicoverin g, plastic laminate, wall bases, etc. Hardware Schedule: Submit final hardware schedule organized by "sets ", to indicate specifically the product to be furnished for each item required on each door. Horizontal hardware schedules are not acceptable. Templates: Furnish templates to each fabricator of doors and frames, as required for preparation to receive hardware. Shop Drawings: Submit shop drawings for the following items showing dimensioned plans, elevations, large scale details of constructions, and methods of installation. Show details and locations of anchorage and fittings. All Millwork Items JOB CONDITIONS: All work must be performed in cooperation with the Landlord's requirements for schedule and access to areas of work. Contractor must examine the spaces in which, and the sub— strates to which the work required by this Contract is to be installed. Notify the Owner's Representative in writing of any conditions detrimental to the proper and timely completion of the work. Starting installation of work required by this Contract indicates acceptance of the spaces and substrate conditions and full responsibility for completed work. PRODUCT HANDLING AND STORAGE: Deliver all finished materials in manufacturers unopened containers, bundles or packages, fully identified with manufacturer's name, brand, type and grade. Protect from soiling and damage using handling equipment and storage techniques recommended by the manufacturer. All prefinished items shall be shipped, delivered and stored in protective wrapping. Cut openings in wrappings as necessary to avoid condensation. Protect lumber and finish carpentry and millwork against dampness and injury during and after delivery, and store under cover in well ventilated portions of the building not exposed to humid conditions and maintain temperature of at most 70'F. Store hollow metal work under cover on the building site on wood sills or on floors in a manner that will prevent rust and damage. Care shall be taken to avoid creating a humidity chamber by using a plastic or canvas shelter and not venting the area covered. Carpeting: Contraoaspon recg, unleading, handlingct r , storshing, ll bed distreributing sible materials, for end installation. ALTERATION PROJECT PROCEDURES: Generale Patch, repair and refinish '. existing items to remain, to the specified condition far each material, with a smooth, level and neat transition to adjacent new items of construction. Where partitions are removed, patch floors, walls, and ceilings with finish materials to match existing. Where removal of partitions results in adjacent spaces becoming '. one, rework floors and ceilings to provide smooth planes without breaks, steps, or bulkheads. Where extreme - change of plane of two inches or more occurs, request instructions from Owners Representative as to method of making transition. Patch and replace any portion of an existing finished surface which was removed, found to be'. damaged, lifted, .discolored, or shows other imperfections as a result of performing the work under this Contract. Use matching materials. When new work abuts or finishes flush with existing work, make a smooth and neat transition. Patched work shall match existing adjacent' work in texture and appearance so that the patch ' or transition is invisible at a distance of five feet. When finished surfaces are cut in such a way that a smooth transition with new work is not possible, and with prior approval from Owner's Representative, terminate existing surface in a neat manner along a straight line at a natural line of division; and 'provide trim appropriate to finished surface. Provide same products or types of construction as that in the existing structure,' cis needed to patch, extend or match existing work Generale Contract Documents will not define products or standards of workmanship' present in the existing construction; Contractor shall determine products by inspection and any necessary testing, and workmanship by use of the existing as a sample of operation. SELECTIVE DEMOLITION Execution: Existing work shall be cut, : altered, removed or temporarily . removed and replaced as necessary for the performance of the work to be done. Work remaining in place which is damaged or defaced by reasons of work executed under this contract shall be restored equal to . its original condition in ,a neat and . substantial manner. Promptly repair damages caused to adjacent facilities by demolition operations at no cost. to Owner /Tenant or Landlord. Use materials that are identical to existing materials. If identical materials are not available or cannot be used where exposed surfaces are involved, use materials that match existing adjacent surfaces to the fullest extent possible with regard to visual effect'. Use .materials whose installed per— formance will equal or surpass that of the existing materials. Photographs of existing interior conditions of structure surfaces, equipment, and adjacent improvements that might be misconstrued as damage related to storage, removal operations, etc.' must be filed with Owner's Representative prior to start of work.. Protection: Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to adjacent buildings, structures, other facilities, and persons. Protections furnished herein will remain the property of the Contractor and, as such, shall be furnished, erected, connected, repaired, maintained and removed from premises by the general contractor, upon of Contract, or earlier if so directed by the Owner , s Representative. Operational and Safety Limitations: Do not cut and patch operating elements, structural elements or safety related components in manner that would result in reducing their capacity to perform as intended, or result in increased maintenance, or .decreased operational life, safety or its structural integrity. Maintain fire protection services during selective demolition operations. For interior slabs on grade, use removal methods that will not crack or structurally disturb adjacent slabs or partitions. Use power saw at all times. Safeguards: Provide and maintain all required safeguards such as barricades, signs, lights, etc. Remove them when work under this contract is completed. Provide Landlord approved dust proof and security closures to protect contents of existing buildings from, damage. Execute work in such a manner as to avoid hazard to persons and property. When cutting and burning with oxy— acetylene or arc torches, the areas in which work is being performed shall be made fire safe by the Contractor. Do not use cutting torches for removal' until work area is cleared of flammable materials.' At concealed spaces, such as :interior of ducts and pipe spaces, verify condition of Bidden ;space before starting flame—cutting operations. Maintain portable fire: suppression devices during'' flame— cutting operations. Provide fire watch in areas not visible to flame cutter operator. Utility Services: :Maintain existing utilities indicated to remain, keep in service, and protect against damage during . demolition. operations. Locate identify, stub off, and disconnect utility services that are not indicated to remain. (See drawings for additional requirements.) Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by authorities having jurisdiction and Landlord. Provide temporary services during interruptions to existing utilities, acceptable to Landlord.: Provide bypass connections as necessary to maintain continuity of service to occupied areas of building. Provide minimum of 72 hours .advance notice to the .Owner. and Landlord if shutdown of service is necessary during changeover. Noise Control: Conduct work with a' minimum of inconvenience to the Landlord and other tenants. Cleaning: Clean adjacent improvements of dust, dirt, and debris caused by demolition operations, as directed by Owner's Representative or governing authorities. Return adjacent areas to condition existing prior to the start of work. Remove from the site all debris, rubbish, and other materials resulting from demolition operations. JOB CLOSE —OUT: Provide the following items to Aaron Brothers store planning group at: Aaron Brothers Art & Framing 1270 South Goodrich Blvd. Commerce, CA 90022 1. Copy of final electrical, mechanical, plumbing, fire, Sc building inspections. final certificates of occupancy. 2. Temporary and nol cent cat . p y 3. Warranties on all items supplied. 4. HVAC balance report. 5. Instruction manuals 6. As built plans 7. Area square footage certification. PART 2 — PRODUCTS 05400 — LIGHT GAUGE METAL FRAMING Light gauge metal 'members shall be high strength, cold- formed' steel, sections designed and fabricated in accordance with .American Iron and Steel Institute (AISI) standards and as ' published in latest edition of AISI Light Gauge Cold Formed Steel Design Manual. Shapes, dimensions, gaugesand�propertiesof sections shall be as' shown and/or noted on drawings. Form components from steel Having G -90 galvanized coating. Calsasized steel studs and joists shall conform to ASTM A446, Grade A for 18 and 20 gauge and ASTM A611, Grade 0 for 14 and 16. gauge_ Allowable bending strength (Fb) shall be 30,000 psi. Structural framing members (studs, joists, tracks, bridging, and non —load bearing studs) of type and size shown on drawings shall be manufactured by Unimast. Inc. or other approved. Catalog numbers, if indicated, are those of Unimast, Inc. Tracks and bridging shalt be standard (solid) members, furnished by Unimast, Inc. or other approved. Light gauge metal framing members shall be erected as shown and /or noted on drawings, in strict compliance with specifications and recommendations of both fabricator and .AISI, and as otherwise required to insure structural adequacy of building and complete safety H of all persons thereabout, both during installation and thereafter. Touch up field abrasions and welds in field after erection with zinc — chromate primer or liquid galvanizing compound. Members shall include the following: Studs (joists) and track. Accessories: Strapping, bracing, furring, bridging, plates and clips. Fastening: Self — drilling, self — tapping screws, bolts, nuts and washers. Items shall be hot —dip galvanized ASTM A135 or electro— plated ASTM 164 or 765. Anchorage devices shall be power driven or powder actuated. drilled expansion bolts or screws with sleeves. Welding procedures and materials: AWS D1.1 Design load combinations shall be DL + LL. Live Load deflections shall not exceed L/240 for drywall at stud framing and L/360 for joist framing. Fabrication Light gauge metal framing members shall be erected as shown and /or noted on drawings, in strict compliance with specifi— cations and recommendations of both fabricator.. and AISI, and as otherwise required to insure structural adequccy of building and complete safety of all persons thereabout, both during installation and thereafter. Framing components shall fit squarely and snugly against abutting members and held firmly in position until properly fastened per manufacturer's recommendation. Provide standard (solid) bridging_ in joists, walls and partitions. Wire tying of framing components shall not be permitted. 05500 — MISCELLANEOUS METALS Definition:. Miscellaneous metals include items made from iron and steel shapes. plates and bars, which are not a part of l structural steel or other metal systems specified. Metals: Provide steel plates, shapes and bars complying. with ASTM. A 36. Fasteners: Provide type, sizes',' materials and finish as . required for the .application indicated. Threaded 'Fasteners: ASTM A 307, Grade A; regular low carbon steel. Primer: Alkyd base, low VOC,' fast—curing, lead and' chromate free; universal primer. Use material of size and thickness indicated or, if not indicated, provide as required to produce strength and durability in finished product for use intended. Work to dimensions shown, using proven details of fabrication and support. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges Ease exposed edges to a radius of approximately, 1/32" unless otherwise shown. Form bent metal corner to smallest radius possible without causing grain separation or otherwise impairing work. Weld' corners and seams continuously, complying with AWS recommendations.. At exposed locations, and grind exposed welds smooth and flush to match and blend with adjoining surfaces. Provide anchorage Of type required for a secure and complete installation, coordinated with the supporting structure. Fabricate and space 'anchoring devices to provide adequate support' for intended use. Shop Primer: Remove scale, rust, and other deleterious materials from metal surface before applying shop primer. Immediately after surface preparation, brush or spray on primer at a rate to provide a uniform ,dry film thickness of 2.0 mils. 06100 — CARPENTRY, GENERAL Miscellaneous Lumber: Lumber and plywood for su attachment other including achment of r work includin Hailers blocki e and 'similar .members Grade No. 2 :Grade or better, 545 and kiln dried, art en furrin 9� Miscellaneous Lumber: S4S, 19% moisture at time of installation. Grade: "Standard" grade. any species, free from knots, or other defects that might impair the strength or the finished appearance... Structural Lumber: For members 2" to 4" nominal thickness and more than 4" nominal width, provide the following grade and species: Species: Douglas Fir, or Yellow Pine. Strength: Fiber ( stress rating of not less than 1350 'psi: Plywood Panels;: Provide fire retardant treated plywood with grade designation, APA A —D INT with exterior glue, in thickness indicated, or if not indicated, not less than 3/4 ". Rough Hardware (Nails, screws, bolts, etc.): Provide type size, material and finish as required for the applications indicated. Screws for the attachment of plywood panels shall be self— drilling, . self- taping screws with countersunk type heads_ 06240 PLASTIC LAMINATE Furnish all necessary materials, labor and equipment for the complete installation of laminated plastic as shown on the drawings and specified herein. Products /General Purpose Grade: Nevamar brand nominal thickness 0.050" for application where specified on drawings and as required for both vertical and horizontal locations. Colors as specified on drawings. CITY OF TUKIVRA NTROVED MAR 2 2 2002 AS NOTED EUILISING DIVISION I1ECEWED DITYOFTUKWILA PERMIT CENTER art &framing AARON BROTHERS IWO GOOUEICH 6E493. 90092 PHONE (323) 225 -6225 iL $DE.SIGId� GROUP INC ARCHITECTURE • ENGINEERING ENVIRONMENTAL SERVICES "8210 SE 22ND. STREET VANCOUVER, WA 98683 360 - 896 -3327 FAK36,891 -0535 JOHN W. JOHNSON, ARCHITECT SHEET TITLE ARCHIT SPECS. RMF AS NOTED DATABd56:. AB -1 SORE N0 A A A A A A A ....._,_„:„. J OHN SPATE OF WASHINGTON REVISIONS: PERMIT PROJECT NO: 9258.50 FE3 J_ cc F— az /26/02 Fabrication: General: Comply with "Premium Grade" requirements of the Architectural Woodwork Institcte (AWI) "Quality Standards" as a minimum level of quality standard for the fabrication of all work. Rout or groove backs of flat trim and similar members, except for members with ends exposed in finished work. Fabricate hardwood slats in the longest lengths as possible in order to minimize end joints. 07270 — FIRE STOP INSULATION AND SEALING Applications for fire stop insulation and sealing include, but are not necessarily limited to the following: Sealing pipe, duct, conduit and similar penetrations through fire rated walls and partitions and floors. Sealing rated partitions at tops where partitions join structure or other rated construction. Sealing expansion and control joints in rated partitions. One —Part Fire — Stopping Sealant: To be used for sealing openings around cables, conduit, pipes and similar penetrations through walls and partitions: Biotherm Firestop Sealant; Big Fireshield, Inc. Dow Corning Fire Stop Sealant; Dow Corning Corp. 3M Fire Barrier Caul CP -25; Electrical Products Div /3M SpecSeal Sealant; STI, Inc. Mineral Wool Sating Insulation: 'Thermafiber Fire Soling Insulation" by United States Gypsum Co. or other approved. 07900 — CAULKING AND SEALANT Applications of caulking and sealant include, but ore not necessarily limited to the following: All caulking and sealant work not specifically mentioned other sections, but required to provide a neat appearing construction. Acrylic —Latex sealant complying with the requirements of ASTM C834. Provide one of the following: Tremco "Tremco Acrylic Latex Caulk" Pecora Cond "AC 20 Acrylic Latex" Sonneborn "Sonolac" Elastomeric joint sealants (including sanitary sealants): ASTM 0920. Sanitary sealant shall be used for joints between toilet fixtures, accessories, water coolers, etc. at toilet room. Miscellaneous Materials: Provide primer /sealers, bond breaker tape and backer rod as recommended by the respective caulking and sealant manufacturers for use with their product and substrates to which they ore applied. 08100 — HOLLOW METAL DOORS AND FRAMES Doors: Flush design doors, 1-3/4" thick, seamless hollow metal construction, with smooth surfaces without visible joints or seams on exposed surfaces or stile edges, except around glazed inserts. Face Sheets: 18 gauge, cold rolled steel. Internal Reinforcing: Channel shaped sections or continuous truss form liner core reinforcement welded to both face sheets. Reinforce tops, sides and bottoms of doors with 1/8" channels. Sound Deadener: Non— combustible Frames: Full— welded unit construction, with corners mitered, reinforced, and continuously welded full depth and width of frame- All welds shall ground smooth and flush. All cut —outs shall be protected with metal dust covers, welded to frame, at back of finish hardware cutouts. Gauge: 16. Floor Anchors: Securely welded inside each jamb. Anchors shall be properly punched for anchoring to floor. Jamb Anchors: Provide minimum of 4 double stud anchors per jamb for use with steel stud walls and partitions. Anchors shall be standard type used by frame manufacturer for the particular type of wall and partition construction. Where fire rated assemblies are indicated, provide anchors required to meet UL rating. Mortise, reinforce, drill, and tap as required to accommodate all mortised template hardware. Hardware Reinforcement: Not less than 1/8" thick at hinges and strike plate clips. Spreader Bars: Provide removable spreader bars across bottom of frames, tack ,welded to jambs. Stops and Moldings: Form fixed stops integral with frames. Provide removable stops around glazed panels; secure with machine screws spaced uniformly not more than 12" o.c. Finishes: Manufacturer's standard rust inhibitive primer. 08210 — WOOD DOORS Manufacturers: Provide products of one of the following: Algoma Hardwoods, Inc. Eggers Industries, Architectural Dore Division Weyerhauser Company VT Industries Fenestra Flush Wood Doors: All interior flush wood doors shall be "Premium Grade" as defined in the AN Quality Standards, Section 1300. All interior flush doors shall have rotary cut birch veneers suitable for painted finish, 1 -3/4" thick, AWI type PC -5 or PC -7 (particleboard core, 5 —ply or 7 —ply) construction. Edge Construction: Provide manufacturer's standard laminated edge construction for improved screw — holding power capability and split resistance. 08710 — FINISH HARDWARE General: Refer to drawings for hardware groups. 09250 — GYPSUM DRYWALL SYSTEMS Gypsum Board: Provide gypsum board of types indicated in maximum lengths available to minimize end —to —end joints. Comply with ASTM C 36. Thickness: 5/8 ", unless indicated otherwise. Edges shall be tapered. Gypsum board used in conjunction with fire rated walls and partitions shall be type "X ". Provide 5/8" thick water resistant gypsum complying with ASTM C 630 at all wet areas. Studs and Runners: Screw type, roll formed, channel shaped sections, ASTM C 645,' with flange edges of studs bent bock. 90 degrees and doubled over to form 3/16" minimum lip. (return), Galvanized steel, gauge as indicated on drawings, with cutouts for utility runs. Include 25 gouge top and bottom runners and all accessories required for a complete installation as recommended by the ma,,ufacturer. All accessories shall have a galvanized coating. Top runner track for partitions extending to structure above shall be deep leg type. Furring Channels: 7/8" deep, 25 gauge roll formed galvanized hat shaped sections. Carrying Channels (Main Runners): Cold rolled, 1 -1/2" steel channels weighing 475 lbs. per M lin.ft., and coated with rust inhibitive paint finish. Cold Rolled Furring Channels: 3/4" steel channels weighing 300 lbs. per M lin.ft.,and coated with rust inhibitive primer. Direct Hung Suspension Systems (Contractor's Option): Manufacturer's standard zinc coated or painted system of furring runners, furring tees, and accessories designed for concealed support of gypsum drywall ceiling system; provide proper type use intended. Fasteners: Self — drilling, self— tapping screws. Hanger Wires: 9 gauge galvanized annealed wire. Tie Wires: 16 gouge galvanized annealed wire. Furring Channel Clips: Heavy gauge galvanized wire clips by the manufacturer of the furring channels used. ng or . TB 2,7 2002 REVISIONS: A PERMIT : 02/26/02. A A A 0 A A PROJECT NO: DIV M BY: c REMIT sY: 9258.50 SHEET TITLE ARCHIT SPECS. Metal Trim and Reinforcement: Corner Beads: United States Gypsum Co. 'bur —A— Bead ", or other approved. Casing Beads: United States Gypsum Co. "No. 200A ", or other approved. Insulation: Semi —rigid mineral fiber without membrane, unless'.. otherwise-.. indicated;.. United States Gypsum Co. "Thermafiber. Sound Attenuation Blankets friction fit (self - supporting). Reveal Trim. Extruded aluminum trim of sizes and shaaes indicated. Joint Treatment: .United States Gypsum Co. "Perf —a -Tape" joint system or other approved. Joint Compound: Ready —mixed vinyl type for interior work. Acoustical Sealant (for use with sound rated walls and partitions):, Provide non — drying, non — shrinking sealant recommended by the drywall manufacturer. Provide sealant which is paintable where exposed to view. 09511 — ACOUSTICAL LAY — IN CEILINGS Acoustical Panels: Refer to "Finish Legend" for type, size, pattern and manufacturer. Suspension System: Refer to "Finish Legend" for type and manufacturer. System shall comply with UBC 25 -212 Suspension Systems for Acoustical Tile and Lay —In Panel Ceilings, 1988; and ASTM E 580 -91 Standard Practice for Application of Ceiling Suspension System for Acoustical Tile and Lay -In Ponels in Areas Requiring Seismic Restraint. Classification: ASTM C 635, Intermediate Duty. Finish: Painted white to match ceiling panels. Edge Moldings. Metal of type and profile indicated, with finish matching grid system, and hemmed edges. Provide with matching insidei and outside corner trim �,.. Hanger Wires: Minimum 12 gauge, galvanized, soft annealed, mild steel wire. Accessories: Provide splices, hold down clipsand other accessories required and designed fore suspended system used.. 09660 RESILIENT FLOORING All resilient flooring is to be cleaned, sealed, waxed and polished per manufacturers recommendations.. Resilient Tile and Sheet Tile: Refer to "Finish Legend" for type color and manufacturer. Adhesive: As recommended by tile manufacturer or use with his product and substrate to which it is applied. Edge Strips: Refer to Finish. Legend Pa Leveling' And Patching Compounds: Latex type as recommended by flooring manufacturer. 09675 — RESILIENT BASE Base: Vinyl base, 0.125" gauge by height as scheduled. Base to h pre— cute. corners See .Schedule Sheet for color and style. Adhesive: As recommended by the resilient base manufacturer. 09680 CARPETING Adhesive (For direct glued down application): Provide adhesive compatible with carpet materials as recommended by manufacturer. Reducer Strips: Refer to Finish Legend. Miscellaneous Materials: Provide the type of accessory items recommended for the conditions of installation and use, without failure during the life of the carpet. 09900 PAINTING AND FINISHING Colors: As scheduled. Colors shall not be limited to manufacturer's standard colors. All paints, varnishes, stains, paste fillers, thinners, colors and similar materials shall be delivered in original containers with seals unbroken and labels intact. Paints, Enamels and Stains: Provide the best quality products of following. manufacturers: Devoe Benjamin Moore Glidden Porter Pratt and Lambert (P &L) Sherwin — Williams I.C.I.. All materials such as thinners, dryers, etc., shall be of some brand as that of painting materials or of brand .recommended by the 'manufacturer of the brand of painting materials used. tern,' All materials shall be used as delivered, from the cans, without thinning or adulteration, whenever possible to do so. All primers and undercoats of paint shall be tinted slightly lighter than shade of finish coat. Interior Painting: FERROUS METAL SURFACES: Canopy: Primer (1 coat) Steel — I.C.I. #4020, Waterborne Metal Primer Galvanized Metal or Aluminum - #3210. Finish (2 coats) I.C.I. Ultra —Hide Latex Low Lustre Interior Wall and Trim Enamel — Product No. 1414 —XXXX. All other Metal Surfaces: Primer (same as above) Finish (2 coats) I.C.I. Ultra —Hide Latex Semi —Gloss Interior Wall and Trim Enamel — Product No. 1416 —XXXX. WOOD: Primer (1 coat) I.C.I. - #3210 Aquacrylic Gripper Finish (2 coats) I.C.I. Ultra —Hide Latex Semi —Gloss Interior Wall and Trim Enamel — Product No. 1416 —XXXX. DRYWALL: Primer (1 coat) I.C.i. Latex Primer #1030 Finish (2 coats) I.C.I. Ultra —Hide Latex Eggshell Interior Wall and Trim Enamel — Product No. 1412 —XXXX. CEILING: (2 coats) exposed structure Primer /Finish I.C.I. Spraymaster Pro UNI— Grip -WB Aquacrylic drywall 'Flat. Primer and Finish. Product, No. 1280 —XXXX (this is 'a dryfa II product). SLATWALL: Primer (1 coat) #3210 ,Aquacrylic Gripper Finish (2 coats) LC:I. Ultra Hide Latex Eggshell Interior Wall and Trim Enamel - Product No. 1416 —XXXX. 10520 FIRE EXTINGUISHERS Fire Extinguishers: Multi- purpose dry chemical type, UL rated 4A:40B:C, 10 lb. nominal capacity, in enameled steel container, for Class A, B, and C fires. Wall Mounting Brackets Fire extinguisher manufacturer's standard 10800 — TOLET ROOM ACCESSORES I.C.I. Aquacrylic GRIPPER Accessory Items:. Items of work .covered herein .. shall be models as listed below and manufactured by Bobrick Washroom Equipment, Inc., or other approved units by ASI or Bradley. Provide wall reinforcement and solid wood blocking at all wall mounted accessories. Refer to drawings for location and specification.. PART 3 — EXECUTION NSTALLAT1ON GENERAL: Comply with each manufacturer's specifications and recommenda— e Lions for the installation of the various work under this section_ Set all work plumb, level, true to line, and in correct relationship to adjacent work. Securely anchor all work in place_ Ensure that operating parts work freely and it neatly. Adjust hardware and catches as required. Repair or replace. damaged materials, as acceptable to the Owner Coordinate and cooperate with other trades for proper location of roughing -in services and service connections required for equipment and fixtures. Subfloors: Prior to start of laying the finish flooring, broom clean and vacuum all surfaces to be covered and inspect the subfloor. Finishing flooring contractor for each floor . material shall inspect and give acceptance /approval notifica— tion of subfloor prior to installation of finish floor material. Use latex type leveling compound for filling cracks, depressions and surface irregularities in subfloors to receive resilient flooring, sheet flooring, and carpeting. Remove coatings and adhesives from subfloors that would prevent adhesive bond, or telegraph through the new finished floor systems. Repair damaged areas in new and existing drywall surfaces.. prior to application of finishes. Apply texture on repaired areas as required to match existing adjacent surfaces. FINISH HARDWARE Install each hardware item in strict compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in any other way, install each item completely and then .remove and store in a secure place during the finish application. After . completion of the finishes, re—install each' item Do 'not install surface mounted items until '.. finishes have been completed on the substrate. Set units level, plumb and true to line and location. All mortises shall' be smooth and tight. Adjust and check each operating item of hardware and each door, prior to acceptance or occupancy of area, to ensure proper operation or function of every unit: Lubricate moving parts with type lubrication recommended by the hardware manufacturers (graphite —type if another not recommended). PLASTIC LAMINATE: All finish materials shall be brought into installation area and allowed to precondition for 48 hours or more. High pressure plastic laminate to be trimmed with router .equipped with edge trimmer. HOLLOW METAL DOORS AND FRAMES: Frames: Set' frame accurately in position, plumbed, aligned, and braced securely until 'permanent anchors - ore set. After wall construction is complete, remove temporary braces and spreaders leaving surfaces smooth and undamaged. WOOD DOORS: Manufacturer's Instructions: Install wood doors to' comply with manufacturer's instructions and referenced standards. Job. Fit Doors: Fit 'doors to frames for proper fit and uniform clearance at each edge and machine for hardware. Clearance: Provide clearance for non rated doors of 3/8" at, jambs and heads, and from bottom of door to top of decorative. finish. Operation: Rehang'or replace doors which do not s operate freely! as directed by the Owner. Institute', protective measures as recommended and accepted by door manufacturer to assure that doors will be without damage or deterioration at time of substantial completion. CITY OF TUKWILA APPROVED MAR 2 2 2002 AS NO IED VTS pA1 RECEIVED CITY OF TUKWILA PERMIT CENTER Ili GRota. lire ARCOM'I'LdCTDRE' ENGINEEIIING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 360- 896 -3327 FAX:360- 891 -0535 JOHN W JOHNSON, ARCHITECT Remove and replace gloss which is broken, chipped, cracked, abraded or damaged it other ways during construction period. Wash and polish glass upon completion of installation DRYWALL WORK: General: The installation required for the various drywall systems shall be in accordance with USG "Systems Folder SA/923- 1990 ", ASTM 0 for metal support installation, and ASTM C 840 for gypsum board application and finishing. Partition Framing: Erec: framing plumb and true within 1" in 200'. All partitions shall be aligned accurately according to partition layout. Floor and ceiling runners shall be attached 16" o.c. Studs shall be positioned vertically in the runners, spaced no greater then 16' o.c. or as otherwise noted. Anchor all studs located adjacent to door frames, partition intersections and corners to runner flanges with screws or other positive engagement through each stud flange and runner flange. Use full length studs between floor and ceiling runners, splicing of studs shall not be permitted. Isolate stud system from transfer of structural loading to system by use of deep leg top runners. At door openings shall be double studded to comply with "Gypsum Construction Hancbook" published by USG. Double studs shall be securely anchored to the jamb and head anchor clips of each door frame by screw attachment. Install supplementary framing, blocking and bracing for support and attachment of wail mounted cabinets, fixtures, equipment, and similar work. Coordinate the location of framing, blocking and bracing in wall and partitions for wall mounted equipment and furniture furnished by Tenant. Gypsum Board Application and Finishing: Comply with USG "Systems Folder SA/923" and ASTM C840. Install exposed gypsum booed with face side out. Do not install imperfect, damaged dr damp boards. Locate either edge or end joints on supports Position boards so that like edges abut, tapered edges against tapered edges and mill -cut or field cut ends against mill -cut or field cut ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions. Screw attach gypsum board to supporting members. Space fasteners in gypsum boards in accordance with referenced standards and manufacturer's recommendations. Finishing: All joints to be taped and speckled. All fosteners and metal trim shall be speckled. Apply joint compound in 3 coats (not including prefill of openings in base), and sand between last two costs and after last coat. All drywall walls to be sanded, smooth and ready for paint finish. Casing Beads: Provided on all exposed edges of drywall, and where drywall meets dissimilar material. Corner Beads: Provided at all exposed corners. Sound Insulation: Fill all voids in partitions and wails indicated Jsing bath or blankets in as long e lengths as possible. All insulation shall he securely held in place by friction, or by tying to prevent sagging and eventual gaps. Cut and pock insulation carefully around all obstructions to provide complete and continuous seal. ACOUSTICAL CEILINGS:. General: Install materials in accordance with manufacturer's printed instructions, end to comply with governing regula- tions, industry standards applicable to the work and to resist seismic loading as set forth by local building codes. Provide reinforcing or supports required to make the ceiling grid system sufficiently strong to support any additional loads imposed by mechanical and electrical items installed in the ceiling. Where ceilings cannot be suspended from structure due tc mechanical ducts, etc. furnish and install ail necessary supports and trapeze supports. Do not support from metal roof deck. Suspension systems shall be supported from the existing structure in solid and permanent manner fully capable of carrying all imposed loads. Deflection shall not be in excess of 1/360 of the span of any member. Hangers shall be located not less than 6" from each end and at 4' -0" c.c. along main tees and at corners of light fixtures. A hanger shall also be installed of end of interrupted tees. All splices shall be staggered in such e manner 'hot in nc case will o splice occur directly adjacent to another. Do not kink or bend suspension system hangers as a means of leveling. All members shall be level to a tolerance of not more than 1/8" in 12 ft. Moldings shall be installed where ceilings meet walls, partitions or vertical surfaces. All corners: mitered. Install acoustical panels in coordination with suspension system, and with edges concealed by support of suspension members. Scribe and cut panels to fit accurately at borders and at penetrations. Provide all cut outs and perform all fitting required for installation of items which pierce the plane of the ceiling. Xref P -TTLB Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members; comply with manufacturer's instructions for cleaning and touch -up of minor finish damage. Remove and replace work which cannot be successfully cleaned and 'repaired to permanently eliminate evidence of damage. RESILIENT FLOORING AND BASE: Match tile for color and pattern by using tile from cartons in the same sequence as manufactured and packaged. Cut tile neatly to and around all fixtures. Broken, cracked, chipped or deformed tile are not acceptable. Tightly adhere tile to subfloor without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks through tile, or other surface imperfections. Lay tile in grid pattern with grain in all tile running in the same direction. Consult with Owner's Representative to determine direction prior to beginning installation. Avoid use of cut widths less than 1/2 tile at room perimeter. Place resilient edge strips tightly butted to tile and secure with adhesive. Provide edging strips at all unprotected edges of tile. Base: Install in as long lengths as practicable. Tightly bond base to backing throughout the length of each piece with continuous contact at horizontal and vertical surfaces. Score back of base @ corners to provide a tight fit. Remove any excess adhesive or other surface blemishes from tile and base, using neutral type cleaners as recommended by the manufacturer. Protect installed work from damage until final acceptance by the Owner /Tenant. CARPETING: Glue -Down Appication: Fit sections of carpet into each space prior to application of adhesive. Apply adhesive uniformly to substrate in accordance with manufacturer's instructions: Butt carpet edges tightly together to form seams without gaps. Roll lightly to eliminate air pockets and ensure uniform bond.' Remove adhesive promptly from face of carpet. ' - Remove debris, sorting pieces to be saved from 'scraps to be . disposed of. Vacuum carpet using commercial machine with face- beater element. Remove spots and stains, and replace carpet where spots and stains cannot be removed. PAINTING AND FINISHING: ' Precautions Against Fire and Personal Injury: Painter and persons performing work under this Specification shall exercise every precaution .against ,fire and against possible injury from fumes and volatile' organic compounds and /or damage resulting therefrom. Paint, stain, oil rags, cans, brushes, rollers, etc., shall be disposed of in covered metal receptacles immediately after use and removed from job site at close of each working day. Storage: Finishing materials and equipment shall be stored in a single place designated by the Contractor. Storage area must be kept clean, neat and free from fire hazards and all harmful vapors due to improperly stored materials, tools, rags, etc. Damage caused by painter to surfaces within storage area shall be made good at painters expense. Condition of Surfaces: Remove all loose dirt, oil, grease, rust, dust, paint and other foreign material before beginning painting and finishing. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and similar items in place and not to be painted, or provide surface protection prior to surface preparation and painting operations. Following completion of pointing of each space or area, reinstall removed items. Repair defects to new and existing surfaces to avoid finish failures or the recurrences of previous failures. Cut out scratches, cracks and abrasions in new and existing surfaces, fill with approved material, bring flush with adjoining surface and finish to match adjacent surface texture. Patched areas shall not be visible in the finished work. Seal before application of prime coat. Existing Painted Surfaces: Remove all loose and scaling paint. Make certain that all point remaining is adhered well to the surface. Remove all grease, oil, and other surface contaminates which would affect adhesion of the new paint finish. Sand surfaces for proper paint adhesion, and to remove glossy areas in the existing paint finish. Sand rough edges of bare areas to feather edge at adjacent sound paint. Pointing and finishing of patched or damaged surfaces occurring outside the contract limit area, shall be contained to the nearest change in plane or interruption of surface. Materials Preparation: Mix and prepare painting, materials in accordance manufacturer's directions. Stir materials before and during application to produce 'a mixture of uniform density. Do not stir, surface film into material. Application: Apply paint in accordance with manufacturer's directions. Use minimum of two (2) coats. Use applicators and techniques best suited for substrate and type of material being applied. Apply additional coats when undercoats, stains or other conditions show'' through final coat of paint, until paint film is a uniform finish, .color and appearance. Paint surfaces behind movable equipment end furniture same as similar exposed. surface. Sand lightly between each succeeding enamel coat. Allow sufficient time between successive coatings to permit proper drying. Recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn - through or other surface detects due to insufficient priming or sealing. Completed Work: Match approved samples for color, texture and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs,' sags, ropiness or other surface imperfections will not be acceptable. Remove, refinish, or repaint work not in compliance with specified requirements. Clean-up and Protecticrs During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Upon completion of painting work, clean window glass and other paint- spattered surfaces. Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage, as .acceptable to Owner. Provide "Wet Paint" signs as required to protect newly - painted finishes... At completion of work of other trades, touch up and restore all damaged or defaced painted surfaces. SLATWALL: Preliminary Steps: Store panels in a dry environment. Open cartons and inspect all panels i carefully. Due to texture and manufacturing techniques, some panels may 'vary in color, consistency and pattern. If material is found to be defective, .notify the Marlite', service center nearest you at once. Failure to do so . shall be at the sole risk of the installer. Before installation, arrange the 'panels on each wall to achieve the best combination of color and pattern and make sure the end panels are of equal width for a balanced appearance. The panels should be .allowed: to equalize to the moisture in the room prior to installation. This is accomplished by standing . panels separately around the room in which to be installed for at least 48 hours before installation. Install with first slot at 4" so 4" vinyl base will clear. Preparation of Walls: Structural walls should be finished with building completely closed. All types of walls should be thoroughly thy before panels are applied. Be sure the walls to which dispiawall is to be attached are solid and true. If neccessary, use vertical furring strips with shims to ensure a straight and even wall. Supporting walls .. must be capable of supporting displawall and subsequent displawall hanging loads.. Masonry 'walls (including all exterior masonry; connote block, cinder block, etc.) must be thoroughly dry end waterproofed inside and out before panel application. .Never install panels directly onto any masonry wall, exterior or otherwise. For masonry installations, install .furring strips and a continuous vapor barrier prior to installation Displawall may be applied to old walls which are solid and straight. Remove any plaster or scraps of wood. Backs of panels and wall must be free from dirt, dust, and grease before installation. Remove scaling paint and wallpaper. Wipe walls with a clean dry cloth to remove construction dust and any loose dirt. Protect existing surfaces with drop cloth and pads. Measure walls to be finished and locate the center of each. Pre -plan a balanced panel layout by laying panels out from the center of each wall to the corners. Installation: If a portable saw is used, do all layout and cutting from the back of the panel to avoid chipping the surface. If a table saw is used, do layout and cutting on front surface. With chalk line, strike a level line the height of a panel across the length of the installation. All panel edges must be aligned exactly with this line for proper results. If covering an entire wall, start the installation from one of the corners and work progressively from one wall to the other. Establish' a plumb line located at the first vertical' joint the desired distance from the corner. If it is necesary to trim the end of the panel, that will be in the corner of the wall_ Carefully measure the location of cutouts, such as the electrica outlets and windows. Make these cutouts peer to installing the panels. Panels are installed with self - drilling #8 truss head screws. Pre - drilling is not required if the screws are driven flush with the face of the panel with a hammer. A screw gun will be neccessary to completely drive the screw to the bottom of the groove. The use of a high -low composition board screw is reccommended for application to metal studs. Mounting screws .should be positioned and driven carefully to avoid damaging the panel lace. For maximum hardware flexibility,: make certain the screws are driven flush with the '',surface of the machined slot.. Groove .edge will protrude if the screws' driven too deep. Toggle bolts may be used with hollow wall situations where studs are unavailable. Marlite Brand Construction Adhesive or .equivalent to be applied to the panel before mounting - no exceptions Be sure the panels are aligned with the chalk line and check that the panel is level. Install a minimum of one screw every third slot on the stud or furring strip centerline, a maximum of 24" o.c. Adjoining panels may be butted on the vertical joint, being careful to align the horizontal slots. - When panels are stacked to a height greater than four feet, be sure to start by attaching the bottom panel first. Each panel has a projecting lip along the back edge to provide proper spacing of the solts when sheets are stacked edge to edge. Note the direction of thes projecting lip and make sure all panels are installed in the some direction. There is no "right or wrong" way, but you must be consistent. Care must be taken to secure the horizontal joint. Start the screw pattern with the projecting lip. Where the flush lip is positioned downward, Marlite Brand Panel Adhesive must be applied to the horizontal joint' before mounting. Cut standard .length moulding to correct field length. Dry fit for position. Moldings fit together by conventional methods such as mitering. Apply Marlite Brand 0 -376 Construction' Adhesive, or equivalent to molding and install. Use #4 penny finishing nails to hold molding in place until the adhesive cures. Pre -drill all holes. It is reccommended that all nail holes be filled with color matched putty once molding is in place. Moldings are supplied (ready -to- finish). They can be finished either before or after they are installed. All commercially available air '.� dry finishes are acceptable for use. Any questions about the' product or instaIiation, call 216- 343 -6621. Ask for the Marketing Department and mention that' your inquiry is in regard to' the Displawall product. END OF MATERIALS GENERAL CITY Of U'EDD MAR 2 2 2002 As WED -�r�- g(IIEVIw RECEIVED CITY OF TUKWILA PERMIT CENTER art &framing AARON.. BROTHERS ma H. 60ODErea aCYA COIaEIE6C$ CA 9002E PHONE MEH).. 726-BaR 1 1iy ARCHITECTURE • ENGINEERING ENVIRONMENTAL' SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 360 - 896 -3327. FAX360- 891 - 0535'. JOHN W. JOHNSON, ARCHITECT SHEET TITLE ARCHIT SPECS. ORAWI BY: RMF. r "°' AS NOTED caaexeu ex: Enreense: 4 . ,p1M W..gnNSa STATE of WAs ryINC'TON REVISIONS: Q PERMIT A A A A A A A FE3 vi200i2 PROJECT NO: c1 x Em z z X GROUP INC. 02/26/02 9258.50 MECHANICAL SPECIFICATIONS t. GENERAL The "Architectural Generol Conditions" govern work under this section. Before submitting a proposal, this coniractor shall visit the site of the work and shall carefully examine the drawings and specifications. It expressly understood that this proposal is based on the above requirernents and that it covers everything necessary to do and complete the work. 2. INSPECTION AND COOPERATION No deviation from the drawings and /or specifications will be allowed without prior written approval of the Aaron Brothers Representative. This contractor shall cooperate with the other contractors to allow Mr the installation of their work as well as his own. This contractor shall be responsible tor his work fitting in piece without conflict with the other trades, where proper planning could ovoid interference. 3. CODES AND PERMITS Nothing in the drawings and/or specifications shall b to conflict with any City or State low, regulation, code, ordinance, ruling, or Fire Underwiter's requirement opplicable to this class of work. Should the drawings and/or specifications conflict with such lows or ordinonces, the conflicting portion of the work shall be installed str,tly in accordance with such laws or, ordinances without extra cost to Aaron Brothers. This controctor shall secure and poy fc, all necessary permits and inspections required for this installation of his work. 4. ACCURACY OF DATA The information given herein and on the drawings is as exact as could be secured. but its extreme accuracy is not guaranteed. This contractor shall examine the locations and verify oll measurements, distances, elevations and existing pipe sizes before starting the work. This contractor shall provide all necessary offsets, raised and drops in piping a. ductwork as required by building conditions at no odditional cost to Aaron Brothers. Mechanical drawings shall not be used far general construction ' dimensions or for type , material used. For exa, building layout, dimensions and building moterial used, this contractor shall refer to the Architectural Drawings. 5_ SHOP DRAWINGS Five (6) f all shop or installation 'drawings, foundation plans, equipment or opparatus drowings shall be furnished by this contractor. These drawings sholl be clearly marked indicating which items ,e to be supplied cnd shall state capacities, sizes and general description of oll equipment. Any changes from the specified items shall be noted on the submittals. Shop drawings of special apporotus or equipment which is to be fobricated individually for this project and is not described by standard manufacturer's drawings or bulletins shall be submitted for processing before fabrication. These drawings shall be submitted in a timely manner. It shall be this contractors responsibility to maintain laison with all parties concerned with the material submitted. This contractor shall not purchase any equipment until shop drawings hove been processed. This contractor shall submit no drawings without notation of each coPY indicating dt f contractor's review and signaThre of check for contractor together with contractor's name and project identification. Architect's processing will not constitute a complete check but will indicate only that general method of construction ond detoiling is satisfactory. .Architect's processing will not relieve the contractor of responsibility for errors since this contractor is solely responsible for dimensions and designs of ...quote connections, details and satisfactory construction of oll work, as well as furnishing materials and workmanship required by drawings and specifications which moy not be indicated on the submitta, when approved. 6. SUBSTITUTIONS OF EQUIPMENT OR MATERIAL The brand names of equipment or materials specified herein shall establish quality, capacity, type and dimensions to be included in the base bid. Approval of substituted iteMs will be based on ability and capacity to perform function served, quality and avoilability of ports and service, quality of equipment, delivery scheduie, etc. The Architect shall review oll such requests but reserves the sole right of judgement to approve or reject the proposed substitutions. Acceptance or rejection proposed substitutions sholl n, cause additional cost to Aoron Brothers. Any changes of piping, ductwork, electrical controls or installation required because of the substitution or equipment shall be paid for by this contractor proposing the substitution. 7. ERECTION OF APPARATUS All work shall be done under the personal supervision of this contractor who shall provide a competent foreman to lay out all work. All work shall be laid out with due regard for the space requirements of the other coMractors. This contractor sholl repo, any conflicts or difficulties in regard to the installation immediately. Where crowded locations exist or where there is a possibility of coMlict between trades. this contractor shall make composite drawings showing the exact locations of pipes, duct, conduit ond equipment. drawings shall be based on field measurements and after consultotion and agreement between the trades, shall be approved by Aoron Brothers Representative before installation of the work. Equipment of o type to require replacement, servicing, adjusting or maintenance shall be located to allow easy access and space for mom., of internal ossernblies, it required. 8. EXCAVATION AND BACKFILL This contractor shall do all excavation required to install pipes and equipment shown on the plans or required Mr proper operation. Excess excavation below the required level shall be backfilled with earth a. thoroughly tamped. Utilities services lines shall be inspected onci approved by the proper inspection authority before bookfilling. The bottorn of trenches shall be tamped hord an graded to secure the required fall. Rock, where encountered shall be excavoted to a depth of six inches (6") below the bottom of the pipe, and before the pipe is laid, the space between bottom pipe and rock surface shot, be filled with gravel. If trehches are deeper thon bot'tom of flooring or closer than three feet (3 to footing they must be filled with cohesive soil and compacted to 95% of maximum density, Btondard Proctor, ASTIYI D- 698. MI other excavations under floor slabs compocted to 95% Stoncord Proctor. When excess dirt hos been removed, the trench shall be brought to the required level with sand and gravel firmly compacted. Trenches and excovation shall be backfilled in 6" loyers of earth, free from clods, and stones thoroughly tamped to a depth of 12" above the pipe. After that depth has been reached, backfilling shall be done in 12" loyers, thoroughly tamped. 9. EQUIPMENT SUPPORTS A, structural steel members required to adopt the equipment ond piping as furnished by this contractor, to the building steel or structure, shall be included in the bid of the controctor furnishing the equipment or piping. Flanging of all equipment and required supporting steel and broci, shall be furnished by the contractor who supplies the equipment. 10. ROOF MOUNTED EQUIPMENT This contractor shah furnish and install .rbs for oll roof mounted equipment and roof penetrations. Curbs shall be a minimum of 12" above roof surface and shall be set so that roofing contractor con rnop units into roofing system. 11. CUTTING AND PATCHING This contractor shall include all cutting, patching and painting of patched areas required for ond resulting from the installation of all of this contractor's work, except where noted otherwise. All openings around duct Pr pipe penetrations through smoke or fire- roted floors, ceilings or walls shall be sealed airtight with material having a rating equal to the material of the woll, ceiling and/or floor penetrated. All patching shall be neatly finished to the satisfaction of the Architect. 12. ACCESS PANELS This contractor shall locate and furnish for installation by the General Contractor, oll access panels as required for access to valves, dampers and the proper servicing of equipment and lines installed under the contract. All panels shall be Milcor, Style "M" for masonry, "A" for acoustical tile ond "K" for sloster; except for fire-rated UL 1 1/2 hour and "B" label access panels shall be furnished in fire-rated walls and ceilings as indicated on the drowi,s. Access doors shall be 12" x 12" minimum size for valves and shall be 24" x 36" for access Ti equipment and filters. 13. DIELECTRIC UNIONS For the prevention of electrolytic corrosion at connections between pipe of dissimilar metals or between pipe and equipment connections of dissimilor metals, provide dielectric unions or flanges. 14. MOTORS, STARTERS AND DISCONNECTS Unless specified to be furnished with equipment, all motor starters and' disconnect switches shall be furnished and installed by the electricat contractor. 15. JOINTS AND FITTINGS Treads on screwed pipe shall be standard, clean but and toPered. Pipe shall be reamed of burrs and kept clean of scale, dirt end shavings. Treads shall be made with flaked graphite and lubricating oil or approved pthe compound on the mole thread only. Copper-to-steel and ca.er-to-bross joints shall be mode with silver solder. All other copper-to-copper joints above ground shall be made with lead free solder. Copper pipe shall bc cut square, burrs removed and core shall be given to keep the lines free of dirt and moisture. All tubing and fittings sholl be thoroughly cleaned. Welded pipe shall hove butt welded single 'V type joints for which pipe has been beveled Ti 45 degrees. Weld shall be one-fourth greater thickness than the pipe. Connections to equipment, accessories. etc. shall be made by means of flanges and/or adaptors. Unions shall be provided at each screwed valve and unions or flanges at each equipment connection. 16. EXPANSION JOINTS Furnish ond install Flexonics expansion joints in piping system where shown or necessary for expansion and contraction. Expansion joints in pipe 4" and greater shall be the pockless type with stainless steel bellows and have welded or flanged end, Joirts shall have traverse as indicated on the plans. Expansion joints shall be of the controlled flexing type. Expansion joints in cooper pipe under 4" in size shall be of the compensator type constructed of two-ply stainless steel bellows and carbon steel shrouds and end fittings, internal guides and anti-torque devices. Expansion joints in steel pipe under 4" in size shall be of the compensator type constructed of two-ply stainless steel elbows and carbon steel shrouds and end fittings, intemal guides and anti-torque devices. F'rovide guides on each side of expansion joint, at 4 pipe' diameters, 14 pme diameters, and CI third guide as thcornmended by the manufacturer. 17. PIPE FLEXIBLE CONNECTIONS Flexible pipe connections shall b Resistoflex #R6904 or approved equal flexible connections made from teflon. Provide for movement in piping by use of swing joints ot connection of all branches to mains and risers. All branches from mains and risers shall have 1/4" clearance between pipe insulation and sleeve Ti permit pipe movement. 18. VALVES This contractor shall furnish and instail all valves of one manufacture, figure number and type throughout the entire installation of the work, unless otherwise specified. The following numbers are from the Crone catalog. Equal valves of reputable manufacturers such as Hammond, thbco-Scott and/or Jensins will be considered equal. All valves shall be Quilt for s minimum of 125 PSIG working pressure. DiR v ma r ri o % r b s u h d o , , I , c , e ° 44 . 38 , 4s c r w e t :i #1320 n - Check valves 2 1/2" and smaller shall be #36 (screwed erds) or #13 (solder-joint ends) swing-type with bronze body and bronze trim. Butterfly valves 2" and lorger shall be #12F, iron body. cost-iron wafer w/lock lever. Boll valve up to 3" in size shall be Appollo series #70 bronze volve with chrome-plated boll ond teflon seat. Gas line cocks up to 4" shall be #320. Hose end valves shall be #438 gate valves with hose end nipples. 19. PIPE SLEEVES AND COLLARS This contractor shall lay out all his work and set sleeves in new construction as concrete forms and wall are erected so as to be able to instail his work without cutting or breaking of floors or walls. All sleeves for insulated piping shall be large enough to allow insulation to pass through sleeve. All sleeves passing through floors which are waterproofed shall be copper tubing sleeves extending 1" above finished floor. All other sleeves shall be 24 gauge galvanized pipes and sleeves to be thoroughly pocked with oakum and the rernaining space filled with mastic and must be watertight. All sleeves passing through inner walls shall be standard ptpe thimbles equal to the thickness of the wall. Spaces between pipes and sleeves through outside walls, above grade, shall be caulked with caulking compound, those below grade shall be mode watertight. , Sththe around all piping through , fire or smoke rated partitions or floors shall be sealed airtight with material as specified undeI firestopping All pipe penetrations of slabs on grade shall be wrapped with #I5 building felts or foam wrap. 20. HANGERS All hangers shaft be Grinnell Fig. 108 malleable iron split ring or Grinnell Fig. 260 black steel adjustable clevis type hangers. Riser clamps on each vertical pipe at each floor line shall be Grinnell Fig. 261 . All hangers for copper lines shall be copper-plated. Strap hangers will not be permitted. Similar and equal supports as manufactured by Fee & Mason and Plain will be acceptable for approval. 21. DAMAGE BY LEAKS This contractor shall be responsible for damages to the grounds, walks, roads, all buildi, components and finishes, piping systems, electrical systems and their equipment and content, caused by leaks in the piping systems being installed or having been installed herein. All repairs will be made at this contractor's expense. 22. PIPE MARKERS Furnish and install Brady #13-350 thin film or approved equal pipe markers. Markers shall be 1 1/8" high for pipes 3" and under and 2 1/4" high for pipes over 3". Markers shall indicate type of service and direction of flow. 23. FLOOR, WALL AND CEILING PLATES Pipe markers shall be located: at equipment connections at access doors at branch mains on all accessible pipe a maximum of 75 between markers. Pipes passing through floors and finished ceilings, fitted with chrome ploted plates or escutcheons , large enough to completely close opening around pipe or pi, covering and floor support in the case of vertical ' piping, securely held in place; caulk' watertight oround pipe unfinished rooms. 24. FIRE STOPPING , The penetrations of fire and/or smoke rated walls or floors shall be prOtected by a UL approved material to retain the integrity of the time-rated construction by maintaining as effective barrier against the spread of flame, smoke and gases. It shall tie used in all duct cable, conduit and piping penetrations through floor 'slobs and time-rated walls. and/or floors., The rating of the firestopping shall equal the rating of the time-rated assembly. , a a From of the following products: Caulk: CP-25 Putty: #303 Wrap/strip: FS195 Composite Sheet: CS195 Penetrating Sealing Systems: 7900 series Installation of firestopPing shall be installed in accordance with and in strict conformity with manufacturer's printed instructions as to surface preparation, installation and quality control. Areas of work shall remain accessible until inspection and approval by the applicable code authorities. On insulated pipes, the fire-rating classification shall not require removal of the insulation. Quality Assurance: Submit manufacturer's product data, letter of cedification or certified laboratory test repo, that the material or combination of materials meet the requirements specified in ASTM E814 and are so classified in UL's Building Materials Directory. Materials shall meet and be acceptable for use by all model building codes. Materials shall meet the requirements of NEPA101- Life Safety Code and NEPA 70 National Electrical Code. Submittals: I Submit shop drawings, product data, certificates and noanufact,eds installation instructions. Submit manufacturer's product data for all materials and prefabricated devices, providing descriptions sufficient for identification at the job site. Include manufacturer s instructions for installation. Submit shop drawings showing proposed material, reinforcement, anchorage, fastenings, and method of installation. Construction details shall accurately reflect actual job conditions. 25. CLEANUP AND ADJUSTMENT All parts work left clean: equipment, fixtures, valves, pipes and fittings cleaned of grease and Metal cuttings. Any discoloration or other darnage to portions of building, its finish or furnishing due to this contractors failure to properly clean interior of piping, repaired at this contractor's expense. All automatic control devises adjusted for proper operation. All surplus materials and any rubbish removed as it accumulates. All equipment left in safe, proper operating condrhon. All parts of heating and cooling units and all other items of equipment including registers, grilles, coils, cabinets, controls, shall be carefully protected by this contractor form the normal work of other trades. Damage to any portions must be repaired of the port replaced by this contractor and all ports left without dents, scrotches, through the finish paint, loose plaster, stains or other blemishes. Interior of all ducts and all coils and filters are to be thoroughly cleaned at the completion of all work in the building. 26. PIPE TESTING AND START-UP All piping to be tested in accordance with the following. Water - 100 psi pressure Refrigerant - 250 psi with anhydrous carbon dioxide Gas - 50 psi air pressure All testing must hold for at lease 24 hours without loss of pressure or vacuum All concealed piping shall be tested in the presence of the Architect prior to covering. , Before starting any system, all mechanical and electnca equipmen shall be lubricated by this contractor. Test entire plant for heating, ventiloting,, and air conditioning und, full load conditions for a period of not less that one (I) week during wihich Erne the Aaron Brothers operating personnel shall be fully instructed in the 'operation and maintenance of the plant. After the plant is in 'full operation, tnis contractor is to furnish whatever additional service is required to recolibrote and reset controls, valves, balancing cdcks, etc. to ensure proper operation of this system. 27. TESTING AND BALANCING This contractor shall at the time of installation ensure that all devices to complete Testing and Balancing as directed herein TA furnished and installed during fabrication and installation of work. , Entire balance of systems shall be provided by an independent test and exitance company with NEBB Certification. Submit data on, balance company proposed for approval by the Architect. Balance, adjust and test All handing equipment. All distribution devices and water systems as described below. All instrurnents used are to be recently calibrated and maintained. Upon request this contractor sholl furnish proof of calibration and conduct tests in the 'presence of the Architect_ The system is to be completely installed and operating before any testing starts. Test data shall , be compiled by this contractor on legible forms ond shall be complete. This contractor shall, at no additional cost. make fine adjustments to individual areas as required within ninety (90) days after turnover. A, systems to be adjusted and checked that all dampers are in the proper position and thee to operate.- Adjust equipment and on the submittal sheets record the following data: RPM and Amperage Rotation Static pressure suction and discharge Traverse of main ducts Temperatures - outside All wet and dry bulb, mixed AT wet and thy bulb, discharge air wet and dry bulb. Return air quantity Fresh air quantity Set individual rooms to within 10% of design criteria. Identify each supply and return device within room and the All quantity and velocity of the air passing through it. The manufacturer ond AK value of each device within the room. Readjust fans to obtain room design conditions and re-record amperage and RPM. Report in writing all discrepancies between design and adjusted criteria_ Submit to the Architect for approval, a complete bound report of All balance, water bolonce, and control setpoints certified correct After approval by Architect, three (3) copies shall be furnished to Aaron Brothers. Submit to the Architect for approval, a complete bound set of manufacturer's operating and maintenance instructions, and spare ports lists. After approval by the Architect. three (3) copies shall be furnished to Aaron Brothers. 28 SEISMIC RESTRAINS ON MECHANICAL EQUIPMENT All mechanical equipment shall be provided with seismic restraining services as required by local building Codes_ Contractor shall have local building office review each piece of equipment' when installed and the Contractor shall install all required tie down, anchors, strops or other devices required. 29. GUARANTEE This Contractor shall guarantee all equipment, materials. and labor furnished under this Contract to be free from defects for a period of orie (1) year from the dote of substantial completiOn and shall repair or replace any equipment or material which is defective or improperly installed. In addition, this Contractor shall assume full responsibility for any damage to the buildings and its contents Al other equipment, caused by defects or improper installation of ' equipment Al materials installed under this Section of the Specifications. All FIVAC units shall have a five (5) year compressor warranty. 30. CONDENSATE DRAIN PIPING . Provide condensate drain piping for all cooling coil drains as noted on the drawings. Condensate drain piping shall be type "M" copper Al PVC if approved by local codes_ Drains shall be pitched in the direction of flow with a pitch of not less than 1 in 10 feet or horizontal rum Provide traps th cod dram connections and terminate, condensate drthrt as indicated on the drawings_ Roof top units drath with - IR" trap shalt terminate piping at roof drains_ 31. SHEET MET, WORK Fabricate and install spiral ductwork for velocities less than 2000 feet per rninthe and static pressure less than two inches water gauge in accordance with the lotest edition of the Low Velocity Duct Construction Standards puthished by the Sheet Metal and Air Conthtioning Contractors National Association, Inc_ (SMACNA). Except where noted or specified otherwise, all ductwork shall be constructed of galvanized sheet metal_ The inside of supply and return ductwork shall be AId frorn the air handling equipment to a distance of 10 Al as indicated on the drawing with 1 ductliner conforming to requirements of ASTM C 1071. Liner shall not support microbial growth. Ductliner shall glued, clipped and edges treat. all hos recommended by the manufacturer and per the latest SMACNA manual. All supply and return ductwork elbows shall be provided turning von.. All supply ductwork shall be provided splitter dampers or volume dampers th all branch ductwork connections to the trunk duct as recommended by SMACNA. 32_ DUCT INSMATION All supply and return ducts in unconditioned spaces and all fresh air ducts shall be insulated with 2" of #75 Ultralite Al approved equal with the insulation wired Al with overlapping piths so that there are AA voids. Vapor seal shall be foil skrim-coated kraft paper and shall lap a minimum of 2". 33. FLEXIBLE DUCTS Furnish and install I" insulated flexible ductwork where indicated on the drawings. Flexible clarets shall be a factory assembly consisting of an inner sleeve, insulthion and an outer moisture borne, The inner sleeve shall provide an air seal bonded permanently to a vinyl coated spring steel wire support, helix. A 1" thick insuloting blanket of fibergloss shall be sheathed with an outer moisture barrie, The flexible ducts shall be as manerfacturerect by Wiremold type "WEr, Thermaftex type "M-KE" Al approved equal. Maximum length of each run to be 6'0". Connections to branch or plenum ducts to All terminal devices shall be factory fabricated bell-mouth Connector with a minimum 1/2" bell-mouth radius. The connector shall be die stomped of heavY gauge' steel to provide a uniform and rigid cohnection. The connection shall be equal to Thermalair type "1 twist in with volume damper at plenum locations. All ductwork must meth 'SMACNA low velocity duct requirements. 34. REGISTERS, GRILLES AND DIFFUSERS Furnish a. instoll ,air distribution outlets where shown on the , drawings. Oithets shall be of type indicated in the schedules. 35. FIRE DAMPERS Furnish and install fire dampers with appropriate gouge sleeves and breakaway connection where indicated on drawings. Blades shall be stored out of airstream except as indicated in details. Furnish access doors in ducts to each fire damper that is not accessible thru a grille. Minimum size door shall be 8" square. 36. EXHAUST FANS Furnish and install exhaust fans as shown in the schedule on the drawings. Fans shall be complete with fan motor, backdraft damper and factory mounted built-in disconnect switch. 37. FILTERS Furnish and install filters and filter rocks in all All handling equipment, except exhaust fans Unless otherwise indicated A equipment specification, filters shall be 1" thick, throw away type. This contractor is to install new filters in all units when project is ready for acceptance by the Owner. 38. ROOF TOP UNITS This contractor shall furnisn and install Roof-Top-Units of size and capacity as indicated in the schedule on the drawings. All units to hove a minirnum 10.0 SEER. All units shall corne complete with prefab unit full curbs compatible with roof type, entholpy controlled economizer package and relief damper, factory filter rack and throw away filters, Novar energy management components factory installed and oll controls necessary for proper operation. All units shall be set level. Package roof thp units shall include thctory installed Novar/Lennox controls. Controls shall include Model 2050 ETM and transition board, air flow switch, filter switch, .d discharge air sensor. Furnish and install smoke detectors in the supply and/or return All ducts to unit as required by local codes. This contractor shall identify all mechanical equipment by means of nameplate permanently attached to the equipment. Nameplate shall be engraved laminated plastic or etched metal. In addition all roof mounted HVAC equipment and apparatus shall hove store name and unit number stenciled with 2" high painted letters on all sides of the equipment. 39. TEMPERATURE CONTROLS Furnish and install all controls for HVAC equipment including oll necessary wiring required for a complete temperature control system. , Controls shall include all firestots and senoke detectors as required by Furnish and install for each unit a thermostat and sub-base with' Heat- Off -Cool and Fan On-Off. Thermostat shall be Honeywell #07300-01018 without switches. Remthe sensors shall be Honeywell #T7147-C1025 without override buttons and Johnson Controls static pressure switch #P32AC-2 for dirty filter light Ni thermostat. Provide the Aaron Brothers with a complete set of Wiring diagrams in additional service set installed at each piece of equipment. CITY OF TUKWILA APPROVED MAR 2 2 2002 AS NOTED FOLD DAMON RECEIVED CITY OF TUKWILA PERMIT CENTER art &framing AARON BROTHERS 1270 GOODNIC0 maw_ I INTONE I (323r725-6226 11-1T GROUP WC. ARCHITECTURE ENGINEERING ENVIRONMENTAL SERVICES JOHN W. JoHNsoN STATE OF WA-WIGTON REVISIONS: A PERMIT 02/26/02 A A A A A ' 2 A A. PROJECT DO: 9258.50 cn 0 0 M E--■ z 4 0 SHEET TITLE MECH. SPECS. RMF 2- H xr,C CC Li] LL_I CD 0 I- Ci) LC) AS NOTED 18210 SE 22ND STREET VANCOUVER, WA 98683 360-896-3327 FAXT 360-891-0535 JOHN W. JOHNSON, ARCHITECT DRAWING NO. CHECICI3D 1:11, KJM 02/25/02 - ! ELECMICAL SPECIFICATION GENERAL The "Architectural General Conditions govern work under this section. Before submitting proposal, this contractor shall visit the site of the work and shall carefully examine the drawings ond specifications. 6 is expressly understood that this proposal is based on the above requirements ond that it covers everything necessary to do and complete tne work. 2. INSBECTION AND COOPERAT ON No deviation frorn the drawings and /or specifications will b allowed without prior written approval ro the Aaron Brothers Representative. This contractor sholl cooperate with the other contractors to allow for the installation of their work as well as his own. This contractor shall be responsible for his work fitting in place without conflict with the other tmdes, where proper planning could ovoid interference. 3. CODES AND PERMITS Nothing in the drawings and/or specifications shall be interpreted to conflict with any City or State low, regulation, code, ordinance, ruling, or Fire Underwriter's requimment applicable to this class of work. Should the drawings and/or spec.fications conflict with such laws or ordinances, the conflicting portion of the work shall be instolled strictly in accordance with such lows and ordinances without extra cost to Aaron Brothers. This contractor shall secure and pay for all necessary permits a. inspections required for this instakation of his work. 4. ACCURACY OF DATA The information given herein and on the drawings is as exact as could be secured, but its extreme accuracy is not guaranteed. This contractor shall examine the locations and verify oll measurements, distances, elevations and existing pipe sizes before starting the work. This contractor shall provide all necessary offsets, raised and drops in piping and ductwork as required by building conditions at no additional cost to Aaron Brothers. Electrical drawings shall not be used for general construction dimensions A for type of material used F act building layout, dimensions and' building material used, this contractor shall refer to the Architectural Drawings. 5. SHOP DRAWINGS Five (5) copies , all shop or installation ,awings, equipme, or apparatus drawings sholl be furnished by this contfoctor. These drawings shall be clearly marked indicating which items are to be supplied and shall state capacities, sizes and general description of all equipment. Any changes from the specified items shall be noted on the submittals. Shop drawings of special apporot, or equipme, which is to be fabricated individually for this project and is not described by standard manufacturer's drawings or bulletins shall be submitted for processing before fabrication. These drawings shall be subrnitted in a timely manner. It shall be this contractors responsibility to maintain !raison with roll parties concerned with the material submitted. This contractor shall not purchase any equiprnent until shop drowings have been processed. This contractor shall submit no drawings without notation of each copy Indic., date of contractor's review and signature of check for contractor together with contractor's norne and project identification. Architect's processing will not constitute a complete check but will indicate only that general method of construction and detail, is satisfactory. Architect's processing will not relieve the contractor of responsibility far errors since this contractor is solely responsible for dimensions and designs of adequate connections, details and satisfactory construction of all work, as well as furnishing materials and workmanship required by drawings ond specifications which may not be indicated on the submittals when approved. 6. SUBSTITUTIONS DO EQUIPMENT OR MATERIAL The brand names of equipment or materiels specified herein shall establish quality, capacity, type and dimensions to be included in the bose bid. Approval of substituted items will be based on ability and capacity to perforrn function served, quality and availability of parts ond service, quality of equipment, delivery schedule, etc. The Architect shall review all such requests but reserves the sole right of judgeme, to approve or reject the proposed substitutions. Acceptance or rejection of proposed substitutions shall not cause additional cost to Aaron Brothers. Any charges of piping. ductwork, or installation required because of the substitution or equipment shall bM paid for by this contractor proposing the substitution. 7 ERECTION OF APPARATUS Ali work sholl be done under tile personal supervision of this contractor who shall provide a competent foreman to loy out oll work. All work shall be laid out with due regard for the spoce requirements of the other contractors. This contractor shall report any conflicts or difficulties in regard to the installation immediately. Where crowded locations exist or where there is possibility of conflict between trades, this contractor shall make composite drawings showing the exact locations of pipes, duct, conduit and equipme,. drawings shall be based on field measurements and after consultotion and ogreerne, between the trades, shall be approved by Aoron Brothers Representative before installation of the work. Equipment of a type to require replacernent, servicing, adjusting or maintenance shall be located to allow easy access and space for removal of internal assemblies, it required. 8 EXCAVATION AND BACKFILL This contractor shall do all excavation required to install pipes and equipment shown on the plans or required for proper operation. Excess excavation below the required level shall be backfilled with earth and thoroughly tamped. Utilities services lines shall be inspected and approved by the proper inspection authority before backfilling. The bottom of trenches shall be tamped hard an graded to secure the required fall. Rock, where encountered shall be excavated to a depth of six inches (6") below the bottom Al the pipe, and before the pipe is laid, the space between bottom pipe and rock surface shall be filled with grovel. If trenches ore deeper than bottom of flooring or closer thou three feet (3 to footing they must be filled with cohesive soil ond compacted to . 95% of maximum density, Standard Proctor, ASTM D- 698. all other excavations under floor slobs compacted to 95% Standard Proctor. When excess dirt has been removed, the trench shall be brought to the required level with sand and grovel firmly compacted. Trenches and excavation shall be backfilled in 6" layers of earth, free from clods, and stones thoroughly tamped to a depth of 12" above the pipe. After that depth has been reached, backfilling shall be done in 12" layers, thoroughly tamped. 9. EQUIPMENT SUPPORTS Any structural steel members required to adapt the equipment and conduit as furnished by this contractor, to the building steel or structure, shall be included in the bid of the contractor furnishing the equipment OT conduit. HOnging Of 011 equipment and required supporting steel and bracing shall be furnished by the contractor who supplies the equipment. 10. SCOPE OF WORK The work covered by this section of the specification consists of ,oviding all the materials, iabor, equipment, and services necessary for a complete electrical installation as specified herein, Work in this section includes, but is not necessarily limited to the follow', items: Feeders and subponelboards Grounding system Temporary service All conduits, wire, and outlet boxes Raceways, outlets, and cabinets for telephone service Lighting fixtures, receptacles, and toggle switches Nameplates Excavating and backfilling for electrical work Cutting and patching for electrical work Connect heating, ventilating, and air conditioning equipment Seismic restraints as reauired by code Fire Alarm System if required by local code. 11. ELECTRIC SERVICE Electrical service shall be furnished Al 120/208volt, three phase, four wire wye. 12. GROUNDING SYSTEM Furn,h and install a grounding system including all fittings, clamps, conduit, and wire of the proper size to make ground connections between all apparatus, neutral bus, conduits, etc. and the incoming water service as required by the latest edition of the National Electrical Code, ond accordi, to the requirernent of the local Inspector_ 13. CLEAN UP This contractor shall have all electrical rubbish and debris removed to a location on the premises as directed by the General Contractor. The General Contractor shall rernove all rubbish and debris from the premises. All electrical equipment ond materials installed by this contractor shall be thoroughly cleaned and ready for use upon completion of the work. 14. TESTING T t: to such This contractor will be required to make the following chec., and tests with his instruments as required: Test to make sure that accidental grounds do not exist on any pertion of the system before energizing the circuits. The correctness of lighting circuits to be in conformity with the branch circuitry shown on the drawings. Motors shall be checked for proper direction of rotation and corrected if necessary. GAAAAd tr T N n o d tiotl Cl'al."u"d not NT 15. GUARANTEE Contractor guarantees by his acceptance of the contract, that oll work installed will be free from any and all defects in workmanship and/or materials and thot all ,paratus will develop capacities and characteristics specified, and that if, during the period of one year from date of certificate Al completion and acceptance of work, any such defects in workmanshm, materials. OT performance appear, he will. without cost to the OWOOT, remedy such defects within a re,onable time to be specified in the notice from the Architect. In default thereof, Owner may hove such work done a. charge cost to this contractor. 16. CONDUT Sales Areo conduit shall be rigid throughout_ In ge.neral, unless noted otherwise, conduit shall be "Thinwall electrical metallic tubing. Tubing shall be welded cold rolled steel, galvanized with coated interior. "Heovywoll" rigid conduit shall be used in all locations exposed to the weather, and in the earfn, or below vapor barrier of concrete slobs on grade. Heavywall conduit shall be steel, hot dipped galvanized with coated interior. All the above mentioned conduits shall hove all joints red leaded, and all conduits in the earth shall be coated with two coats of bituminous paint. PVC conduit may be used in lieu of heavywall conduit, except where exposed to the weather. Where conduits leave slab or earth they shall be heavywoll conduit. Install ground wire in all PVC conduits as required by Codes. 17. WIRE AND CABLE Building wire and ANNA with 600 volt Msulation shall be 98% conductivity copper unless noted otherwise. The minimum size conductor for lighting and power s,11 be no. 12 ANC. The minimum size conductor for control sholl be no. 14 AWG. Conductors sized no. 10 AWG and smaller shall be type - TlAr T solid or stranded as required, unless noted otherwise; sized no. 8 AWG and larger shall be type "TRW" stranded, unless noted otherwise. Type T AC T , T BX", "MC", and non-metallic sheathed cable shall not be used on this project. 18. INSTALLATION OF CONDUIT AND WIRE Conduits shall be continuous from outlet to outlet and from outlet to cabinets, junction or pull boxes, and shall enter and be secured to oll boxes in such a manner that each system shall be electrically continuous from services to all outlets. Terminals of heavywall conduits shall be furbish. with double lock nuts and bushings. Thinwati box connectors and couplings sholl be raintight. Pressure indent rype , thinwall box connectors and couplings shall not be acceptable. Bushings on heavywall conduits larger than 1 1/4" shall be plastic reinforced with metal. In general, all conduit shall be run concealed, unless indicated otherwise to be run exposed. Exposed conduit shall be installed perpendicular or parallel to building walls. Where more than one exposed conduit in A conduit bank changes direction, all bends shall be concentric. Conduits concealed inside floors, walls, or ceilings shall be run to clear depressions A nODES, W0115, OLICTS, plumbing, or heating pipes. This contractor shall consult All other trades drawings to ascertain where conflicts will occur. Conduit shall be supported on approved types of galvanized brackets, ceiling trapeze or pipe straps of hangers secured by means of toggle bolts on hollow masonry, expansion bolts in concrete or bricks, machine screws on metal surfaces, or wood screws on wood construction. Nails shall not be used as a means of fastening boxes or conduits. Perforated steel straps shall not be used for supporting conduits. The final 12" of conduit feeding motors, air conditioning equipment, exhaust fons, etc. shall be "Seal-Tite" flexible conduit with proper connectors and ground wires. Taps and splices wiil not be permitted in either feeders or branch circuits except at outlets or accessible junction boxes. Splices and taps in wire size no. 8 AWG and smaller shall be made wAh 'Vire nuts". Insulating covers of equivalent conductor insulation shall be applied so that no bore wire or cable will be exposed. Tops and splices in , Arire and cable size no. 6 AWG and larger shall be Al the bolted pressure or hydraulic pressure type. Connectors shall be a non-ferrous material applied to the conductor by clamping with a minimum of two bolts for bolted pressure type, and provided with phenolic insulting cover. 19. OUTLET BOXES Outlet boxes for concealment in the ceiling or walls inside the building shall be golvanized stamped steel. Outlet boxes for work exposed to weother. in floors, ond other exposed locations shall be cast type. Conduit fittings may be used in lieu of outlet boxes where applicable. Cutlet' boxes shall be of the size and type to accommodate the structural conditions, size and number Al raceways, conductors or cables entering, and device or fixture for which box is required. Install blank plates on all outlet boxes where apparatus is installed which does not in itself provide a cover for the box. Plaster rings shall be provided as required. Special care shall be taken to set all boxes square and true with the building finish. The edge of the cover shall come flush with the building or wall finish. When possible, all wall outlets shall be secured to the building structure or steel by adjustable supports which shall be buried in. The exact location of all outlets and switches in finished rooms shall be obtained from the Architect or Engineer and/or from MAMA drawings of interior details and finishes. Generally, switches are to be grouped with a ganged cover plate and installed at the strike side of the door opposite the hinge side. Final correct readjustment shall be to outlets, if necessary, to give proper centering. In centering of outlets and location of outlet boxes, allow for overhead pipes, ducts, and other mechanical equipment, and for variations in arrangement and thickness Al walls, fireproofing, plastering, window trim, paneling, hung ceiling, and the like. Any inaccuracy resulting from failure to take the obove into consideration shall be corrected by this contractor without exoense to the Owner. 20. TOGGLE SWITCHES ' h s c h n l e, be , .qu ie ie s t s ty 12277 volt, AC s er7 0,,0, 0/ Single pole Hubbe 1 l #1201-I Two PALM Hubbell 41202-I Three way Hubbell 41203 , Four way Hubbe l 41204-1 Toggle rit be mounted 4'0" above finished floor to the ,t ng plate, unless noted otherwise. Toggle switches shall be installed so thot they shall bear evenly and truly and be secured on the axis of the supporting member., No wooden wedges, shims, or blocks shall be used to true up toggle switches. Should the outlet box in any case come too far back of the finished surface, box extenders, and screws of the proper length to reoch, the box shall be used to form a shoulder to retain the switch in its proper position. Contractor shall review drawings and check with the Architect for rooms that are to have switches of different color, and/or type. The following are approved manufacturers: Hubbell Leviton Eagle Pass and Seymour 21. CONVENIENCE OUTLETS OR EQUIVALENT Duplex outlets shall be grounding type, flush mounted rated 15 ampere, 125 volt with ivory molded face, unless noted otherwise. Hubbell #5262-1 ' 1 V g th v e o r lritep ' T iet : Ari=n1":d AApIMA cAT'gdc,,I:1,,Y,PL.T-Vprrof'q-noUre7ed spring door. Hubbell #CWP8H Duplex outlets isolated ground type, flush mounted rated 20 ampere, 125 volt with orange face, unless noted otherwise. Hubbell #IG-5362 D 0 1 G 5 m a23er i es, 125 volt I fts e li P :g e tr ' t c' o l' cent r en r , t 7 d unle i s l ',".?e,ro'sthv:rw t i':.' 18 " ° Contractor shall review drawings and check with Architect for rooms that are to have receptacles Al different color and/or type. The following are approved manufacturers: .bbell Leviton Eagle Pass and Seymour 22. DEVICE PLATES 23. LIGHTING FIXTURES Device plates shall be plastic with ivory finish and Slater or Hubbell type "P" unless noted otherwise. This contractor shall examine the plaster, block, brick, wood, drywall, painting, and other finishes before making his installation to insure that his accessories, when installed, will fit and leave no open or unfinished surfaces exposed. Deficiencies shall be promptly reported to the Architect so that corrections can be ma, prior to proceed, with the installation of the device plates. Contractor shall review drawings and check with Architect for rooms that are to have device plates of different color and/or type. Furnish and install lighting fixtures selected in accordance with the Lighting Fixture Schedule on the drawings. Lighting fixtures that are to be furnished by Aaron Brothers shall be received, inspected for shortage AT breakage, storage, protect from theft or damage and installing in the proper manner The contractor is responsible for coordinating with other trades, schedules. ceiling systems, etc.. Fixtures shall be completely wired and constructed to comply with the National Electrical Code and Underwriters Laboratories Standard for Electric Lighting Fixtures. Fixtures shall bear the factory inspection label of the Underwriters' Laboratory. Ferrous metal used in fixture manufacture shall be bonderized, galvanized, or treated with an approved rust inhibiting coating to provide o rustproof base before application of finish. Rust proofing must be applied after all forming or punching operations Painted light reflection surfaces shall be finished in a porcelain or baked with enamel having a reflection factor of not less than 90%.1All parts of the reflector shall be completely covered by finish and freA from irregularities. Non-reflecting surfaces' shall be finished in a baked enamel finish, unless noted otherwise All fixtures to be post pointed. Fixtures with visible frames shall have concealed hinges and catches. A safety arrangement shall be incorporated in the design of fixtures to prevent frarne frorn becoming disengaged when relamping or cleaning. Pendant fixtures and lamp holders shall be provided with ball type aligners. Incandescent fixtures shall be equipped with porcelain medium base sockets for lamps up to ond including 200 watts, and mogal base for lamps over 200 watts. Recessed lighting fixtures are to meet the requirernents as stated in the latest edition of the National Electrical Code section 410-64. Alt fluorescent fixtures shall be provided with white lamp holders. All fluorescent fixtures with exposed lamps shall have spring lock sockets. All fluorescent and HID lighting fixtures shall be equipped with only single and/or two lamp ballasts used in AT one fixture. Two lamp ballasts shall be utilized where feasible. Ballasts shall be electronic. high power factor, ETL certified. Ballast shall hove manufacturer s lowest sound level and case temperature rise rating. All fixtures shall be constructed-so that ballasts are replaceable without removing fixtures. Furnish and install dual element fuse inside fixture housing, external of the ballast for each ballast. Furnish and install all lamps for all lighting equipment covered in this specification. All incandescent, fluorescent, rapid start, iodine vapor, mercury vapor, metal halide, high pressure sodium lamps, etc. shall be selected in occordonce with the fixture schedule for type and color. All lamps shall be of the same manufacturer unless noted otherwise. 24. INSTALLATION OF LIGHTING FIXTURES Fxtures shall be installed at the mounting heights shown and as detailed on the drawings or as directed. Pendant fixtures within the same room or area shall be installed plumb and ot a uniform height above finished floor unless noted otherwise. Adjustment of height shall be made during installation. Recessed lighting fixtures shall be equipped with plaster frames as required and shall be installed so as to completely eliminate light leakage between the frame and the finished surface. It shall be this contractor s respons,ility to review architectural drawings and to provide and install plaster frames as required. Fixtures AMA/AT fixture outlet boxes shall be provided with hangers to adequately support the complete weight of the fixture. Fixtures mounted on outlet boxes shall be rigidly secured to a fixture stud in the outlet box, hickies, or extension pieces shall be installed where required to facilitate proper installation. This contractor shall have installed additional hanger wires from the grid tee systern to bar, ,joists. or building structure, where lighting fixtures are connected AMA/AT supported to the ceiling system grid tees. 1, Fixture housing, frame, or canopy shall provide a suitable cover for The fixture outlet box or fodure opening. , Fixtures located outside the building shall be installed with' stainless steel or non-ferrous metal screws finished to match fixture trim. This contractor shall confer with the General Contractor to locate recessed ceiling fixtures and install supports for ceiling fixtures of such weight or construction as to require special provisions for their support. All lighting fixtures shall be installed by experienced mechanics. Fixtures shall be installed after finished coat of paint has been applied to walls and ceiling, and when paint is dry. Upon completion Al the installation of the lighting fixtures and other lighting equipment, they must be clean and in first-class operating order and in perfect condition as to finish, hardware, glassware, etc. At the time of final inspection, all fixtures shall be properly lamped and directed to give desired illumination. Any fixture reflector, glassware, etc_ which is broken or lamp burnouts, which occur prior to the turning over of the installation to the Owner, shall be replaced without cost to the Aaron Brothers. 25. PANELBOARDS Ponelboords shall be dead front and consist of cabinets, interiors, bus, main and branch circuit protective devices, main lugs, and all necessary equipment for a complete panelboard. Detailed characteristics such as number of branches, frame or ampere rating, trip or fuse size. bus size, type mounting or voltage ratings, shall be as shown on the drawings. Cabinet shall be fabricated of code gauge, hot galvanized steel with adequate gutters. Joints shall be welded and reinforced where required. The o.side of surface mounted ,binets shall be finished with one coat of zinc chromate primer and at least one coat of gray enamel_ Load center type panelboards are not acceptable. Trim ond panelboard fro. shall be made of cold-rolled steel of code gauge steel Trim shall , have doors with concealed hinges and have a flush type combination lock and catch or a multiple point contact auto, Each lock shall be provided with two keys. All panelboards shall be keyed alike. Fumish and MVO a typed index identifying the ,nelboard and indicating the circuit number with the description or function of the associated branch circuit_ Index shall be mounted under a clear glass or plastic protective cover. Trim shall be cleaned, and given a prime coat of paint and at least one finished coat of gray enamel. Circuit breakers shall be plug-in or bolt-in type, ambient compensated thermal magnetic trip and quick-make and quick-break. Toggle mechanism shall be over-center type with trip free positive operation_ All rnultmole circuit breakers shall be common trip type. Handle lock-ons shall be fumished and installed on all circuits as indicated on the drawings. Circuit breakers used to control lighting fixtures shall be UL rated for this duty and marked "SWEr as required by National Electrical Code Article 240, paragraph 83(d). Fused switches shall be quick-make, quick-break with external operating handle. Handle shall be clearly marked to indicate position of switch. Switch shall be able to be locked in the "ON" or the OFF position. The switch cover shall have a cover interlock cornplete with provision for momentarily voiding the interlock. All lugs shall be of the solderless type. All panelboards shall have engraved nameplates identifying ponelboards as indicated on the drawings. Main ond power panelboards shall have engraved norneplates for each circuit with circuit name e,roved, see drawing for nameplate data. The following are approved manufacturers: Square D General Electric Siemens 26. FUSED SAFELY SWITCH Fused switches shall be quick-make, quick-break with external operating handle. Handle shall be clearly rnarked to indicate position of switch. Switch shall be able to be locked in the "ON" or the "OFF" position. The switch cover shall have a cover interlock complete with provision Ifor momentarily voiding the interlock. All lugs shall be of the solderless type. All safety switches shall hove engraved norneplotes identifying item they control. Safety switches shall hove engraved nameplates. The following ore approved manufacturers: Sq,re General Electric Siemens 27. FUSES Cartridge fuses shall be one time Bussmann "Fusetron", ”Low-peok", Al N "Hi-cap", sized according to the load or as indicated on the drawings. exception to Bussmann Furnish and install fuses in all switches rtquiring them. In addition, furnish ,to the Owner 'one set of eoch size and type fuse on the job. 28. TELEPHONE SYSTEM Furnish and install a telephone conduit system as shown on the drawings. The system shall include outlet boxes and conduit. 29. POWER AND CONTROL WIRING The contractor shall consult the heating, ventilation, air conditioning, plumbing, and electrical drowings, and specifications for the number and type of all rnotors, controls, and starting equipment which will be furnished under these headings. This contractor shall connect all motors ,d controls, including temperature controls, complete and ready for operation. 30. TEMPORARY POWER This contractor shall arrange with the General Contractor for temporary service necessary for construction purposes. Furnish, install and maintain the temporary power system on A pole furnished by General Contractor, and consisting of service, ponelboard, grounding system and receptacle outlets. General Contractor shall pay for all metered charges by the Utility. Service shall be 100 ampere, 120/240 volt, single phase, three wire. The Electrical Contractor shall provide and maintain throughout the construction period temporary lighting to meet all OSHA requirements. 31. SEISMIC RESTRAINS ON ELECTRICAL EQUIPMENT All electrical equipment shall be provided with seismic restraining services as required by local building Codes. Contractor shall have local building office review each piece of equipment when installed and the Contractor shall install all required tie down, anchors, strops or other devices required. 32. FIRE STOPPING MATERIAL The penetrations of fire and smoke rated walls or floors shall be protected by U.L. approved materials to retain the integrity of the time rated construction by maintaining as effective barrier against the spread of flame, smoke, and gases. It shall be used in all duct cable, conduit, sleeves and piping penetrations through rated walls and floors. The rating of the firestopping shall equal the rating of the time rated assembly. Firestopping material shall N tem or approved equal. Firestopping material shall constitute one or more of the following products: Caulk - CP-25 , Putty - 303 Wrap/strip - FS195 Cornposite sheet - CS195 Penetrating Sealing System - 7900 Series Installation of firestopping shall be i,talled in accordance with details on the drawings and in strict conformity with manufacturer's printed instructions as to surface preparation, installation and quality control. Areas of work shall remain accessible until inspection and approval, by the applicable code authorities. Quality assurance: Submit manufacturer's product data, letter of certification or certified laboratory test report that the material or combination of materials meet the requirements specified in ASTM E814 and are so classified in UL's Building Materials Directory. Materials shall meet and be acceptable for use by local building codes. Materials shall meet the requirements of NFPA 101 Life Safety Code and NEPA 70 National Electrical Code. Submittals: Submit shop drawings, produce data, certificates and manufacturer's installation instructions under provisions the specifications. Submit manufacturer's product data for all materials and prefabricated devices. providi, descriptions sufficient for identification at the job site. Include manufacturer's instructions for installation. Submit shop drawings showing proposed material, reinforcements, anchorage, fastenings, and method of installation. Construction details shall accurately reflect actual job conditions. 33_ OCCUPANCY SENSORS 0 . c r, c s u i p s c t r i n r, c , y : ra equal o t r o "I Syste m s", ALA NTINNN 'OSPS-20A-120' power suaply. 34. PHOTO CELLS Photo controls shall be conduit stem mounted, equal to Tork #2000. Equal photo controls by Intermctic or Paragon will be acceptable. 35. TIME CLOCKS c r o h e l be 7 d day c ele c c t t T e o b r i k e. #W 1 00. 37. DOOR SIGNAL SYSTEM Door Signaling System shall be provided for the front and rear doors. The front door signal shall be a bell and the rear door signal shall be a buzzer. The combination signals (bell/buzzer) shall be located in the Manager's Office and the Fit Room with the transformer located above the ceiling in the Fit Room. Pushbuttons shall be Edwards #1786C-B, mount at +48" above finished floor. Combination bell/buzzer shall be Edwards #730, mount at +7' above finished floor. Transformer, 120/6 VAC shall be Edwards #596, mount above ceiling of Fit Room on a 2-gang box. Cable shall be one pair #18 AWG stranded with outer jacket, plenum rated equal to Belden #89740. Equivalent systems by Benjamin Al Nutone will be acceptable. 2 -wen58 CRY OF TAMA APPROVED MAR 2 2 2002 AS NOTED -- YKEDN3 Cr1VVIK) CrMMIgIA PERMIT CENTER 18210 SE 22ND STREET VANCOUvER. WA 98683 360-896-3327 FAX,60-891-0535 JOHN W. JOHNSON, ARCHIlECT are &framing I AARON BROTHERS ARIA:MECUM ENGINEERING ENVIRONMENTAL SERVICES REVISIONS: PERMIT A A A A A PROJECT NO: 9258_50 14 DES GROUP INC. IRO HECKER ET: 1 GOODRI METE rm. (323) FE3 7,36p SHEET TITLE ELECT. SPECS. 02/26/02 RMF " "'AS NOTED KJM MA 02/2,./02 AB-1 STORE NO: PLUMBING SPECIFICATION GENERAL The "Architectural General Conditions" govern work under the section. Before subm tit ng a proposal, this contractor shall visit the site of the work and shall carefully examine the drawings and specf It is expressly understood that this proposal is based on the above requirements and that it covers everything necessary to do and complete the work. 2. INSPECTION AND COOPERATION No deviation from the drawings and /or specifications will be allowed without prior written approval of the Aaron Brothers Representative. This contractor shall cooperate with the other contractors to allow for the installation of their work as well es his own. This contractor shell be responsible for his work fitting in place without conflict with the other trades, where proper planning could avoid interference. 3- CODES AND PERMITS Nothing in the drawings and /or specifications shall be interpreted to co.,. with any City or State law, regulation, code, ordinance, ii,. or Fire Underwiter s requirement applicable to this class of work. Should the drawings and /or specifications conflict with such laws or ordinances, the conflicting portion of the work shall be installed strictly in accordance with such laws and ordinances without extra cost to Aaron Brothers. This contractor shall s e and pay for all necessary permits and inspections required for installation of his work. 4. ACCURACY OF DATA The information given herein and on the drawings A as exact as could be secured, but its extreme eccuracy is not guaranteed. This contractor shall examine the locations and verify all measurements, distances, elevations and existing pipe sizes before starting the work. This contractor shall provide all necessary offsets, raised and drops in piping and ductwork os required by building conditions at no additional cost to Aaron Brothers. Mechanical drawings shall not be used for general construction dimensions or for type of material used For exact building layout, dimensions and building motel :al used this contractor shall. to the Architectural Drawings. 5. SHOP DRAWINGS Five (5) copes of all shop or installotion drawings, foundation plans, equipment or apparatus drawings shall be fur d by this contractor. These drawings shall be clearly marked indicating which items ar e to be. supplied and shall state capacities, sizes and general description o all equipment. Any changes from the specified items shell be noted on the submittals. Shop drawings of special apparatus or equipment which is to be fabricated individually for this project and is not described by standard manufacturer's drawings or bulletins shall be submitted for processing before fabrication. These drawings shall be submitted in a timely manner. It shall be this contractors responsibility to maintain laison with all parties concerned with the material submitted. This contractor shall not purchase any equipment until shop drawings have been processed. This contractor shall submit no drawings without notation of each copy indicating date of contractor's review and signature of check for contractor together with contractor's name and project identification_ Architect's processing will not constitute a complete check but will indicate only that general method of construction and detailing is satisfactory. Architects processing will not relieve the contractor of responsibility for errors since this contractor is solely responsible for dimensions and designs of adequate connections, details and satisfactory construction of all work, as well os furnishing m and workmanship required by drawings and specifications which ay not be indicated on the submittals when approved. 6. SUBSTITUTIONS OF EQUIPMENT OR MATERIAL The brand Homes of equipment or materials specified herein shall establish quality, capacity, type and dimensions to be included in the base bid. Approval of substituted items will be based on ability and capacity to perform function served, quality and availability of parts and service, quality of equipment, delivery schedule, etc. The Architect shall review all such requests but reserves the sole right of judgement to approve or reject the proposed substitutions. Acceptance or rejection of proposed substitutions shall not cause additional cost to Aaron Brothers. Any chances of piping, ductwork, electrical controls or installation required because of the substitution or equipment shall he paid for by this contractor proposing the substitution. 7. ERECTION OF APPARATUS All work shall be done under the personal supervision of this contractor who shall provide a competent foreman to lay out all work. All work shall be laid out with due regard for the space requirements of the other contractors. This contractor shall report any conflicts or difficulties in regard to the installation immediately. Where crowded locations exist or where there is a possibility of conflict between trades, this contractor shell make composite drawings showing the exact locations of pipes, duct, conduit and equipment. drawings shall be based on field measurements and after consultation d agreement between the trades, shall be approved by Aaron Brothers Representative before installation of the work. Equipment of a type to require replacement, servicing, adjusting or maintenance shall be located to allow easy access and space for •erncmcd of internal assemblies, it required. 8. EXCAVATION AND BACKE,. This contractor shall do all excavation required to install pipes and equipment shown on the plans or required for proper operation. s_ excavation below the r ired level shall be backfilled with earth one thoroughly tamped. Utillities services lines shall be inspected a c ng approved by the proper inspection authority before backfilli n The bottom of trenches shall be tamped hard an graded to secure the required fall Rock, where encountered shall be excavated to e depth of six inches (6 ") below the bottom of the pipe, and before the pipe A laid, the space between bottom pipe and rock surface shall be filled with gravel. If trenches are deeper than bottom of flooring or than three feet (3'0 ") to footing they must be filled with cohesive closer soil and compacted to 959 of maximum density, Standard Proctor, ASTM D- 698. all other excavations under foorsAbs compacted to 959 Standard Proctor. When excess dirt has been removed, the trench shall be brought to the required level with sand and gravel firmly compacted. Trenches and excavation shall be backfilled A 6" layers of earth, f ree from clods, and stones thoroughly tamped to a depth of 12" above the pipe. After that depth has been reached, backfilling shall be done in 12" layers, thoroughly tamped. 9. EQUIPMENT SUPPORTS Any structural steel members required to adapt the equipment and piping as furnished by this contractor, to the building steel or structure, shell be included in the bid of the contractor furnishing the equipment or piping, Hanging o` all equipment and required supporting steel and bracing shall be furnished by the contractor who supplies the equipment. 10. CUTTING AND PATCHING This contractor shall include all cutting, patching and painting of patched areas required for and resulting from the installation of all of this contractor's work, except where noted otherwise. All openings around pipe penetrations through smoke or fire -rated floors, ceilings or walls shall be sealed airtight with material having o rating equal to the material of the wall, ceiling and /or floor penetrated. All patching shall be neatly finished to the satisfaction of the Architect. 11. ACCESS PANELS This contractor shall locate and furnish for installation by the General Contractor, all access panels as required for access to valves. and the proper servicing of equipment and lines installed under the contract. All panels shall be Milcor, Style "M" for masonry, "A" for acoustical tile and "K" for plaster, except for fire -rated UL 1 1/2 hour and "B" label access panels shalt be furnished in fire -rated walls and ceilings as indicated on the drawings. Access doors shall be 12" x 12" minimum size for valves. 12. DIELECTRIC UNIONS For the prevention of electrolytic corrosion at connections between pipe of dissimilar metals or between pipe and equipment - connections of dissimilar metals, provide dielectric unions or flanges. 13. MOTORS, STARTERS AND DISCONNECTS Unless specified to be furnished with equipment, all motor starters and disconnect switches shall be furnished and installed by the electrical contractor. 14. JOINTS AND FITTINGS Treads on wed pipe shall be standard, clean but and tapered. Pipe shall be reamed of burrs and kept clean of scale, dirt and shavings.. Treads shall be made with flaked graphite and lubricating All or approved pipe compound on the male thread only. Copper -to -steel and copper-lo-brass joints shall be made with silver solder. All other copper-to-copper joints above ground shall be. made with lead free solder. Copper pipe shall be cut square, burrs removed and care shall be given to keep the lines free of dirt and moisture. All tubing and fittings shall be thoroughly cleaned Welded pipe shall have butt welded single "V" type joints for which pipe hos been beveled to 45 degrees Weld shall be one-fourth greater thickness than the pipe. Connections to equipment, accessories, etc. shall be made by mean_ flanges and /or adaptors Unions shall be provided at each screwed valve and unions or flanges at each equipment connection. 15. EXPANSION JOINTS Furnish and install Flexonics expansion joints in piping system where shown or necessary for expansion and contraction. Expansion joints in pipe 4' and greater shall be the packless type with stainless steel bellows and have welded or flanged end Joints shall have traverse as indicated on the plans Expansion joints shall be of the controlled flexing type. Expansion joints in copper pipe under 4" in size shall be of the compensator type constructed of two -ply stainless steel bellows and carbon steel shrouds and end fittings, internal guides and anti - torque devices. Expansion j oints in steel pipe under 4" in size shall be of the compensator type constructed of two -ply sa mess steel elbows and carbon steel shrouds and end fittings, internal guides and anti - torque devices. Provide guides on each side of expansion joint, at 4 pipe diameters, 14 pipe diameters, and a third guide as recommended by the manufacturer 16. PIPE FLEXIBLE CONNECTIONS Flexible pipe connections shall be Res stoflex #R6904 or approved equal flex bie connections made from teflon Provide for movement n piping by use of swing joints at connection of all branches tom and r All branches from mans and risers shall have 1/4" oleo once between pipe insulation and sleeve to permit pipe movement. 17. VALVES This contractor shall furnish and install all valves of one manufacturer. figure number and type throughout the entire instollotion of the work, unless otherwise specified. The following numbers are from the Crane catalog. Equal valves of reputable manufacturers, such as Hammond, N;bco -Scott and /or Jensins will be considered equal. All valves shall be built for a minimum of 125 PSIG working pressure. Gate valves 2 1/2" and smaller shall be #438 (screwed ends) or #1320 (spider -joint ends) with bronze body, bronze trim and rising stem. Check valves 2 an smaIr al #36 (ews) o (solder -joint ends ) swing d -type few ith sh bronze lbe body an bronze ed end r #1342 trim_ Butterfly valves 2" aid larger shell be #12F, iron body, cast -iron wafer w /lock lever. Ball valve up to 3 " in s shall be Appollo series #70 bronze valve with chrome- plated ball and teflon seat. Gas line cocks up to 4" shall be #320. Hose end valves shall be #438 gate valves with hose end nipples. 18. PIPE SLEEVES AND COLLARS This contractor shall lay out all his work and set sleeves in new w construction as concrete forms and wall are erected so as to able to install his work without cutting or breaking of floors or walls. All sleeves for insulated piping shall be large enough to allow insulation to pass through sleeve. Ali sleeves passing through floors which are waterproofed shall be copper tubing sleeves extending i" above finished floor. All other sleeves shall be 24 gauge galvanized pipes and sleeves to be thoroughly packed with oakum and the remaining space filled with mastic and must be watertight. All sleeves passing through inner wolfs shall be standard pipe thimbles equal to the thickness of the wall. Spaces between pipes and sleeves through outside walls, above grade, shall be caulked with caulking compound: those below grade shall be made watertight. Space around all piping through fire or smoke rated partitions or floors shall be sealed airtight with material as specified under firestopping . All pipe penet oboes of slabs on grade shall be wrapped with #15 building felts or foam wrap. 19. HANGERS All hangers shall be Grinnell Fig. 108 malleable iron split ring or Grinnell Fig. 260 black steel adjustable lev's type hangers. Riser, clamps o n each vertical pipe at each floor line shall be 'Grinnell Fig. 261 .All hangers for copper lines shall be copper - plated. Strap hangers will not be permitted. Similar and equal supports as manufactured by Fee & Mason and Elcen will be acceptable for approval. 20. DAMAGE BY LEAKS This contractor shall be responsible for damages to the grounds, walks, roods, all building components and finishes, piping systems, electrical systems and their equipment and content, caused by leaks in the piping systems being installed or hoving been installed herein. All repairs will be made at this contractor's expense. 21. PIPE MARKERS Furnish and install Brady #B -350, thin film or approved equal pipe markers. Markers shall be 1 1/8" high for pipes 3" and under and 2 1/4" high for pipes over 3 ". Markers shall 'indicate type of service and direction of flow. Pipe markers shall be located: at equipment connections at access doors at branch mains on all accessible pipe a maximum of 75' between markers. 22. FLOOR, WALL AND CEILING PLATES Pipes passing 'through floors and finished ceilings, fitted with chrome - plated plates or escutcheons large enough to completely close opening . around pipe or pipe covering and floor support in the case of vertical piping, securely held in place; caulk watertight around pipe in unfinished rooms. 23. FIRE STOPPING The penetrations of fire and /or smoke rated walls or floors shall be protected by a UL 'approved material to retain the integrity of the time -rated construction by maintaining as effective barrier against the spread of flame, smoke and gases. It shall be used in all duct cable, conduit and piping penetrations .through floor slabs and time rated walls, and /or floors. The rating of the firestopping shall equal the, rating of the time - rated. assembly. Firestopping material shall be 3M Fire Barrier Sealing system of approved equal: Firestopping material . shall, constitute one or more of the following products: Caulk:. CP 25 Putty: #303 Wrap/strip: FS195 Composite. Sheet: CS195 Penetrating Sealing Systems:. 7900 series Installation of firestopping shall be installed in ac cordance with and in strict conformity with manufacturer's printed instructions as to surface preparation, installation and quality control. Areas of work shall remain accessible until inspection and approval by the applicable code authorities. On insulated pipes, the fire - rating classification shall not require removal of the insulation. Quality .Assurance: Submit manufacturer's product data; letter of certification or certified laboratory test report teat the material or combination of materials meet the requirements specified in ASTM E814 and are so classified in UL's Building Materials Directory. Materials shall meet' and be acceptable for use by all model building' codes. Submittals: Materials shall meet the requirements of NFPA101 -'Life Safety Code and NFPA 70 Notional Electrical Code. Submit shop drawings, product data, certificates and manufacturer's installation instructions. Submit manufacturers product '.. data for all materials and prefabricated devices, providing descriptions sufficient for identification at the job site. Include manufacturer `s instructions for installation. Submit shop drawings showing proposed material, reinforcement, anchorage, fastenings, and method of installation. Construction details shall accurately reflect actual job conditions. 24. CLEANUP AND ADJUSTMENT All parts work left clean: equipment, fixtures, valves, pipes and fittings cleaned of grease and metal cuttings. Any discoloration or other damage to portions of building, its finish or furnishing due to this contractors failure to properly clean interior of piping, repaired at this contractor's expense. All automatic control devises adjusted for proper operation. All surplus materials and any rubbish removed as it accumulates. All equipment left in safe, proper operating condition. Damage to any portions must be repaired of the part replaced by this contractor and all parts left without dents, scratches, through the finish paint, loose plaster, stains or other blemishes. 25. PIPE TESTING AND START -UP All piping to be tested in accordance with the following: Water - 100 psi water pressure All testing must hold for at lease 24 hours without loss of pressure or vacuum. All c o n ealed piping shall be tested in the presence of the Architect prior to covering. Before starting any system, all mechanical and electrical equipment shall be lubricated by this contractor. Test entire plant for heating, ventilating, and air conditioning under full load conditions for period of not less that one (1) week during which time the Aaron Brothers operating personnel shall be fully instructed in the opeation and maintenance of the plant. After the plant is in full operation. this contractor is to furnish whatever additional service is required to recalibote and reset controls, valves, balancing cocks, etc. to ensure proper operation of thA system. 26. TESTING AND BALANCING This contractor shall at the time of installation ensure that all devices to complete Testing and Balancing as directed herein are furnished and installed ' during fabrication and installation of work. 27. SEISMIC RESTRAINS ON MECHANICAL EQUIPMENT All plumbing equipment shall be provided with seismic restraining services os required by local building Codes. Contractor .shall have local building office review each piece of equipment when installed and the Contractor shall install all required t down, anchors, straps or other deuces required. 28. GUARANTEE This Contractor shall guarantee all equipment, materials, and labor furnished under this Contract to be free from defects fora period of e (1) year from the date of substantial completion and shall repair or replace any equipment or material which A defective o r improperly installed. In addition, this Contractor shall assume full responsibility:, for any damage to the buildings and its contents or other equipment, caused by defects or improper installation of equipment or materials installed under thA Section of the Specifications 29. TEMPORARY WATER Temporary water service to the building shall be provided by this contractor to the building for construction purposes. This contractor to maintain water service as required during construction. 30. DOMESTIC WATER SERVICE This contractor shall furnish and install water service as indicated on the drawings. Water service shall be type water tubing above ground and Type K' underground. Provide Wa pssure regulator with strainer in, service line if required by tts loca codes. 31. SANITARY SEWERS This contractor sh cect sanitary s dica drawings. Verify di rection onn of flow prior to sewer any a rouingh -in ted work. on the Each pipe shall be laid to the line and grade indicated on the plans and such a manner as to form a close concentric joint with the adjoining pipe and to present offsets in flow line. All pipe shall be laid with the bells uphill. The sub - grades shall be kept free from water while pipes are being laid. All pipe shall be laid with ends abutting and true to line and grade. They shall be fitted and matched so that they will form a sewer with a smooth and uniform invert. cle -ach joint shall be es cleaned as it is laid and all bells shall be aned before pip are joined. PVC sewer pipe may be used in lieu of that specified above if allowed by local eddies. 32. STERILIZATION OF DOMESTIC WATER SYSTEM The entire domestic water distribution system shall be thoroughly ste Irzed with a solution containing not less than 100 parts per million of available chlorine.. The solution shall remain in the system for two (2) hours during which time all valves and faucets shall be opened and closed several times. After sterilization, i the solution shall be flushed from the system with clean water until the, residue chlorine content is not greater than the chlorine level of the available water supply. This contractor shall have the water tested and approved by the Health Deportment. 33. WASTE, SOIL, DRAIN AND VENT PIPING The drains, soil waste and vent pipe and fittings including extensions . to sewers shall be of sand spun service weight cast iron pipe of the indicated on the drawings Pipe and fittings to be coated on the i and outside with coal tar pitch, cylindrical and free from racks or other defects. All trenches to be dug with gradual fall, the piping to be straight and thoroughly yarned with oakum and poured with molten lead and thoroughly caulked with caulking irons. The arrangement of the system shall be a shown on the drawings and as direct as possible, avoiding all unnecessary offsets. The stacks shall be firmly secured in positron with wrought iron clamps at each floor. All changes in direction of soil or waste pipe shall be made by m e of 'Y" branches and 1/8 bends- Ninety degree short turn fittings will not be permitted except to individual fixture connections or where the flow is from the horizontal to the vertical. Handholes with cast iron ferrules and heavy brass screws for cleanouts shall be placed at ends and all changes in direction of soil and waste pipe where not otherwise shown or where required and brought up to the floor line where piping is concealed by means of 'Y - s or suitable bends. All trap screws must be of full size of pipe up to 4" and 4 for all over this sae. Connections between outlets of fixtures and soil or waste pipe shall be made with ° 1' ° branches to - TY ° branches wherever possible - All horizontal soil waste and vent pipe shall be graded toward outlets and pipe not buried shall be installed .above the ceiling or close us ',,possible to the construction above 'where there is no ceiling. The stacks shall be extended through roof of building to points not less that 12" above roof. Extensions through roof shall be water- tight by means of a lead Flashing of four points sheet lead spread ov er a distance of not less than twelve inches (In around pipe. Thimble to be soldered to base and extended over and turned down into end of pipe in an approved manner. All cleanouts in floors to be Josam #8360 or American Foundry #427 adjustable cleanout with cast iron body, cast brass scoriated cover with letters C.O. cast in top and concealed brass plug, cleanouts shall be installed in base of each stack. Concealed cleanouts shall have Josam #8600 or American Foundry #71 -F cast brass chromium plated flat access cover plates. Ferrules shall be extra heavy red brass, extra long and smooth on the inside_ For waste, soil and vent connection the lead shall extend through the ferrules, be turned back, wiped with solder and caulked into the hub. All joints of cast iron pipe shall be mode with jute and pure soft lead bedded in with hammer and caulking iron, using for each joint twelve ounces of lead to each inch of diameter of pipe on which the joint is made. All joints shall be filled at one pouring, if it fails to ru n full it shall be dug out and re- poured and caulked with proper tools. Joints between lead and cast iron shall be made with brass ferrules, wiped to the lead pipe and caulked into the hub of the cast iron fittings. At the contractors option he may use no -hu pipe, fittings, coupling and gaskets in lieu of lead joints if approved b by the local codes and ordinances. At the contractors option, DWV copper piping and fittings may be used if approved by local codes and ordinances_ If approved by the local codes, schedule 40 PVC pipe with DUN fittings may be used for the waste and vent system. PVC pipe and fittings shall be installed in strict accordance with all Codes... Encasement of PVC pipes within rated shafts shall be the cost of this contractor. 34. VENT FLASHING E h nt flu h n shall b made water -ti ht.'with ,the roof b o er lead flashin Flashin shall be head fou (4) .pounds I per s foot. 35. WASTE, VENT AND WATER .CONNECTIONS The minimum size of waste, vent, and water connection 'to the individual fixtures shall be as follows: FIXTURE Water Closets Lavatories 1 1/2' Sinks 1 1/2' Walt Hydrants WASTE VENT C.W. H.W. 4' 2' 1/2' - 1 1/2' 1/2' 1/2' 1 1/2' 1/2' 1/2' 3/4' Where fixtures are grouped pipes shall be increased in p portion: in all cases the size arrangements and connections of water dand vent piping shall not be less than size of openings specified for fixtures and appearing in fixture list. NO water pipe less 'than 1/2" shall be installed in concealed pieces such as in partitions or walls etc. 36. PLUMBING FIXTURES AND TRIM Plumbing fixtures shall be furnished and installed in a neat and workmanlike manner with proper connections to supply and drainage piping. All fixtures shall be free of flaws and defects of any sort in material and workman -ship and shall operate perfectly when installed in accordance with manufacturer's direction. Materials: Fixtures shall be the standard product of one of the manufacturer's listed below, or any equal unit approved by the Engineer. Kohler, Crane, American Standard, Eljer, Grohe & Delta. Installation: This contractor shall be responsible for protection of the plumbing fixtures and accessories during construction. He shall replace at his expense any material that is marred, scratched, defaced and /or broken. Fixtures shall be covered with building paper and wooden crates during construction. Contractor shall provide rough -in and shall connect all fixtures to the plumbing system. All fixtures to be installed to dimensions' with chrome - plated supplies with stops. Alf fixtures installed to dimensions shown onthe drawings. All water closets shall have caulking between the floor and underside of the water closet Plumbing Equipment: (Refer to schedule on the drawings) 37. INSULATION All insulation shall hove composite (insulation, jacket or facings and adhesive used to adhere the facing or jacket to the insulation) fire and smoke hazard ratings as .tested by procedure ASTMS -84, NFPA 225 UL 723 not 'exceeding: Flame spread 25 Smoke Deve loped 50 Fuel D i sir i but i on 50 All access such as, astics; cements,. e Band h for fittin ories gs shall s have the adhesive same .com ratings as tap listed s abov clot e.. Insulation shall be applied on cle., dry surfaces and after inspection and release for sul t application. All insulation shall be continuous through wall and ceiI g openings and sleeves. ,Insulation on all cold surfaces where vapor ,barrier jackets are '. used, will be applied with a continuous, unbroken p r',seal including all fittings and valves All insulation to be installed in, accordance with manufacturer's. Fittings shall be finished with 1/4" coat of insulating cement and canvas. Insulation schedule: Domestic cold water - 1'thi ck Armnf lex Domestic hat water 1' th ICk Armnf lex 38- NATURAL GAS. PIPING SYSTEM All piping from gas' meter to gas -fired equipment shall be furnished and installed oy this contractor. All gas piping to be in accordance with local codes, NFPA -54, and UPC - 1985. All gas piping shall be installed in accordance with NFPA -54, local codes, and regulations. All gas piping shall be schedule 40 black or galvanized steel with black or galvanized '. with malleable screwed fittings. Use teflon tape on all threaded joints. Fittings larger than two inches (2 ") shall be welded. Provide unions 'and gas shut -off valves at each piece of gas fired equipment or appliance. Any gas piping concealed in chases and /or inaccessible ceiling is to be welded with welded fittings. SPRINKLER SYSTEM SPECIFICATION 1. GENERAL The "Architectural General Conditions" govern work under this section. Before submitting a prosesal, this contractor .. shall visit the site of the work and .shall carefully examine the drawings and specifications: It is expressly understood that this proposal A based on the 'above requirements and that is covers everything 'necessary to do and complete the work. 2. INSPECTION AND COOPERATION No deviation from the drawings and /or specifications will be allowed without prior written approval of the Aaron Brothers Representative. Gn of TUNWLA This contractor shall cooperate with the other contractors to allow for ipPVID the installation of their work as well as his own. This contractor shall be responsible for his work fitting in place MAR 22 2002 without conflict with the other trades, where proper planning could avoid interference,_ r 4S PiihEU 3. CODES AND PERMITS gOILDUI >=tVT aw Nothing in the drawings and /or specifications shall be interpreted to conflict with any City or State law, regulation, code, ordinance, ruling, or Fire Undervel.rs requirement applicable to this class of work_ RECEIVED Should the drawings and /or specifications conflict with such laws or CITYOF TUKWILA ordinances, the conflicting portion of the work shall be installed strictly in accordance with such laws and ordinances without extra cost to Aaron Bothers. This contractor shall secure and pay for all necessary permits and inspections required for this installation of his work. Provide for inspection testing and approval by the State Inspection Bureau. Two copies of approved drawin shall be submitted to Architect, and .Landlord's Representative prior to issuance of a "Certificate of Occupancy" • 4. DRAWINGS AND CALCULATIONS. This nt actor to prepare working drawings for submittal to all of the authorities and the landlord. Shop drawings shall be submitted to State Inspectonl Bureau for approval before fabrication. All piping d heads h II be in it cf pe '. i test edition of 13. Head an spacing shall be. based t upon ordinary hazard 5. PIPING AND', HEADS All sprinkler piping shall be schedule 40 black it n. Sprinkler heads lei area shailbe pendant typ Heads e�ling areas shall be recesed type. All sprinkler lines shall be install as high as possible„ with minimum. height '. as directed ,by ,Architect. PERMIT CENTER • art &mss AARON BROTHERS ARCHITECTURE • E iGINEE t NC ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 360- 896 -3327 FAX.360- 891 -a535 JOHN W JOHNSON. ARCHITECT I REVISIONS: PERMIT A A G A A A A CR2CIBU BY: DRAWING NO., izro 5. BLYD_ dONI mom PHON 1323)1 ' v -6218 PROJECT NO: GROUP EEC KJM JOHN W- JOH150rt STATE OF WASHINGTON 02/26/02 9258.50 SHEET TITLE PLUMBING/ FIRE SPECS. DRAWN B AS NOTED OATS wMAIMSR: AB 7' SN)RS N0: CREME BY: KJ SITE PLAN TENANT IMPROVEMENT 17570 SOUT PARKWAY` TUKWILA, WA STORE NO: WALLS TO BE DEMOLISHED ARE SHOWN DASHED (NP) ELECTRICAL EQUIPMENT TO BE REMOVED DEMOLITION' PLAN GYP. BD. CEILING, LIGHT FIXTURES, HVAG DUCTING AND RELATED ITEMS AT BACK ROOMS. TO BE REMOVED (TYP.) • ROOF TOP MECHANICAL UNIT TO BE REMOVED 'AND REPLACED WITH NEW UNIT AT SAME' LOCATION (NP_ OF 2) RESTROOM AND RELATED EQUIPMENT TO BE REMOVED (TYP. OF 2) - I I CARPET TO BE REMOVED (NP) • LAY IN CEILING, LIGHT FIXTURES, HVAG DUCTING AND RELATED ITEMS TO BE REMOVED (TYP) • .DOZ-d$8 CATy OF TUI(WILA IPPROVED MAR 2 2 2002 AS NOTED 817Y( )G DIVISION swam - lE mweinettVI(9Iue FEB 2 6 2002 sR&pM)#iR art &framing AARON 'EROTH ERS. 127 S_ GOODRICH BLVD- COMMERCE, CA 90022 PRONE (323) 725 —e220 ARCHITECfUI% • ENGINEERING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 360- 896 -3327 FAX:360 -891 -0535 JOHN W. JOHNSON, ARCHITECT JOHN W. JONNSON STATE OF WASHINGTON REVISIONS: A PERMIT GROUP INC 02/26/02 SHEET TITLE EMOLITION PLAN RMF • AS NOTED • 02/26/02 DATABASE SIDES AB -1 PROJECT NO: CBaCUD BT: KJM 9258.50 ELECTRICAL ROOM 108 FURR WALL TO MATCH EXISTING DEMISING WALLS ARE EXISTING. G, TO VERIFY THAT GYP. BD. EXTENDS TO DECK PER GM. A7.2 SIM. GORR. 102 G -I VB -I BREAKROOM 105 VG -I w -2 FIGS 106 VB -2 FURR WALL AS SHOWN SALES AREA 101 7 � I E 72" EXIT DOORS 1 STALL ADDITIONAL I HARDWARE PER 7/A7.1, GROUP x FIT ROOM Io7 RI/RRALLFLUSH W WITH FAGS OF COLUMN ARCH I OO T URAL FLOOR PLAN FIXTURE PLAN TAKES PRECEDENCE OVER THE ARCHITECTURAL PLANS AND ELEVATIONS FOR LOCATION OF ALL WALL MOUNTED FIXTURE ELEMENTS. 1 M.) 36" EXIT DOOR, INSTALL ADDITIONAL HARDWARE PER 1 7/A7.1, GROUP u2 ////0/%///%%%%///%% 1 • \ ∎ 1 © O X T1 SIM irk VW" OPP ■ REFER TO SECTION OGGOO PAINTING AND FINISHING ON SHEET A03 FOR PAINT FINISHES ON VARIOUS SURFACES. DESC RI PT. CARPET WALL CARPET VINYL COMP. TILE SHEET VINYL VINYL BASE VINYL BASE COVE GAP REDUCER STRIP EDGE -TRIM PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT FIBERGLAS PANEL PLASTIC LAMINATE CERAMIC TILE CERAMIC TILE VINYL COVERING EXTEND WALL, 6 ". ABOVE CEILING. SCALE. 11/2 1 0 MFG. BENTLEY KARASTAN ARMSTRONG STD_EXGELON- IMPERIAL TEXTURE - .51834- FORTRESS WWITE ARMSTRONG CLASSIC. GORLON x86660 - SANDOVAL WHITE JOHNSONITE JOHNSONITE JOHNSON!, JOHNSONITE JOHNSONITE GI DEVOE ICI ICI ICI ICI ICI ICI MARLITE LAMTEG NO SCALE RM. # IOI 102 103 104 105 106 107 108 3 5/8" 25 GA. GALV. STEEL STUDS AT 16" O.G. FLOOR LINE NEVAMAR AMERICAN OLEAN AMERICAN OLEAN ATTACH TO SLAB W/ HILTI "DN" FASTENERS 4 24 ". O.G. W/ 11/8" EMBED 1550 NO. ER -2855 SPECIFICATION ROGCA/P.028 +6480 PELLE REFER TO GENERAL NOTE 14 C 15 SISALTEG 30674 SAVANNA..46371 a47 - BROWN $75 - BONE WHITE SGG -22 -B - PEARL REFER, TO DETAIL 16/A3 -0I CTA -XX -D K47 -BROWN GGC -XX -D K80 -PANPI 2 25 - CHAMPAGNE BUBBLE .203513 DIPLOMAT BLUE .723 OLD NAVAJO =80 EASTER LILLY #40T GAPE VERDE .1558 BASIN STREET BLUE.. FLOWER. BOX PINK x61 TAPESTRY RED' 2123A - INCA F' 40 . IVORY ARP SURFACE -UMBER TEMPERA TEXTURED - TM -2 -2T GWNP -IO, BUCK (EXPOSE WflTE SURFACE). FINISH LEGEND 0I2 ALMOND - SATIN 6,LO 4' X 4' WALL TILES NOTE: FOR USE ON, VfBERE RE(DIRED BY CODE. 01 ALABASTER - EGYPTSTOWS 4' X 4' FLOOR TILES, NOTE: FOR USE ON, INERE REWIRED BY CODE ROOM NAME SALES AREA CORRIDOR WOMEN'S TOILET ROOM MEN'S TOILET ROOM BREAK ROOM MANAGER'S OFFICE FIT ROOM ELECTRICAL ROOM ROOM SCHEDULE 5 5/8" X 25 GA. METAL STUD 0 " BRACE ®4' -0" G.G. AT E LE / ATTACH TO WALL AMD STRLK ANC. ORE ABOVE WHERE REQUIRED FOR RIGIDIZING MALL SUSPENDED CEILING �I 5/8" GYPSUM BOARD , 50TH 51DE5 TAPE, FLOAT AND PAINT PARTITION TYPES 11/2" 1' -0" FLOOR LINE PROVIDE INSULATION AT TOILET WALL ONLY I WALL TO DECK SCALE: 1 1/2 „ -I - FLAME RESIST. SMOKE DENSITY (000 - 551 -70) <4,- ASTM -E662 DOG FF .1 -70 ASTM E662 450 OR LESS ASTM E 648 GLASS I ASTM E 662 ASTM E 648 CLASS 1 ASTM E 662 N55 -1 TYPE 11 .SS -1N-40A TYPE II .SS-W -40A rYt II MEETS REQ. OF NFPA LIFE SAFETY CODE 01 MEETS REQ. OF NFPA LIFE SAFETY CODE 01 ZLASS A OVER NON- OMBUSTIBLE MILS. { 0 -25) ASTM E84 UL -723 CLASS 1 AI37.1 ANSI A131' ANSI UL -723 ASTM E -84 TOP TRACK TOP OF DECK Y TWO DEEP LEG TRAGKS W/ 5 1/2' GAP BETWEEN R MOVEMENT. DO NOT FO ATTACH TO TOP TRACK. SUSPENDED CEILING 5/8" TYPE "X" GYP. BD. BOTH SIDES. TAPE, FLOAT AND PAINT. 5 5/8" 22 GA. GALV. STEEL STUDS AT I6" O.G. 5 FLOOR PLAN / FINISH PLAN GENERAL NOTES 1 . SEE FIXTURE MANUAL FOR ADDITIONAL MILLWORK INFORMATION. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADING OFF OF AREA AROUND STORE DURING, CONSTRUCTION. COORDINATE BARRICADE CONSTRUCTION AND APPEARANCE WITH LANDLORD. 3 NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS. 4. CONSULTANTS DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO GROSS CHECK WITH ARCHITECTURAL DRAWINGS PRIOR. TO THE ORDERING/ INSTALLATION OF ANY MECHANICAL, PLUMBING, AND ELECTRICAL WORK. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEERS DRAWINGS SHALL BE BROUGHT TO THE ARCHITECTS .ATTENTION FOR IMMEDIATE CLARIFICATION. 5 WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE 6. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL TO FACE OF FINISHED WALL UNLESS NOTED OTHERWISE ON PLANS. - T . CUTTING AND PATCHING. WHERE EXISTING CONDITIONS ARE GUT OR DISTURBED TO PERMIT INSTALLATION OF NEW WORK, MATCH AND PATCH EXISTING DISTURBED CONSTRUCTION /FINISH. 8_ FOR ALL WOOD MEMBERS REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, PROVIDE PRESSURE IMPREGNATION WITH FIRE RETARDANT CHEMICALS TO PROVIDE UL FRS FIRE HAZARD CLASSIFICATION. ALL WOOD SHALL BE IDENTIFIED WITH A UL LABEL. CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. 5 ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARD FOR THROUGH PENETRATIONS FIRESTOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. 10. REFERENCE INTERIOR WALL' ELEVATIONS FOR'NALL FINISHES II. ALL. WALLS TO BE PAINTED PT -1 UNLESS OTHERWISE NOTED. 12. ALL BASE TO BE VB -I UNLESS OTHERWISE NOTED. 14. WHEN INSTALLING CARPET, CONTRACTOR 15 TO CAREFULLY MATCH PATTERN. 15. WHEN CARPET I5 LAID FROM SIDE OF STORE TO SIDE OF STORE, THE FIRST RUN SHOULD START AT THE FORWARD MOST WALL OF THE STORE AND TRIM AS NEEDED. IF THE CARPET 15 LAID FRONT TO BACK, ONE RUN SHOULD BE CENTERED ON THE. ENTRY DOOR(S) 16. THE FLOORING SUB- GONTAGTOR 15 TO OBTAIN FROM 505 SYSTEMS (215) 565 -5500, THE ROLL SEQUENCE AND SEAM PLAN BEFORE INSTALLATION BEGINS. 17. ALL EXPOSED DRYWALL 15 TO BE TAPED AND SANDED WITH SMOOTH FINISH READY FOR PAINTING. 18. PAINTING CONTRACTOR BE RESPONSIBLE FOR TOUGH UP PAINTING ONCE FIXTURE INSTALLATION 15 COMPLETE- FLOOR PLAN / FINISH PLAN KEYED NOTES: O j PAINT COLUMNS PT -4 TO 12' -I A.F.F. PAINT PT -2 ABOVE 12' -1" A.F.F. O PERIMETER "PAW -THRU" FIXTURE WITH CARPET G -I BY 30. REFERENCE DETAIL 5, SHEET A7.2. (INSTALL AFTER CARPET 15 INSTALLED) O MAT BOARD FIXTURE BY FIXTURE FABRICATOR. O PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY LOCAL GODES. MINIMUM TO BE (I) TYPE 2AIOBG, 50 THERE 15 NO MORE THAN 75 FEET TRAVEL DISTANCE FROM ANY POINT IN THE PREMISES, OR (I) PER 3000. SQUARE FEET OF BUILDING AREA. LOCATE AS INDICATED ON PLAN. MINIMUM LOCATIONS SHOWN ON PLAN. O SLATWALL (TYPICAL AS SHOWN). REFERENCE INTERIOR ELEVATIONS FOR EXACT LOCATIONS AND DETAILS. O LOCATIONS OF FLOOR ELECTRICAL ACCESS. SAW GUT FLOOR AS. REQUIRED AND PATCH LEVEL. REFERENCE ELECTRICAL DRAWINGS FOR EXACT REQUIREMENTS. O REFERENCE DETAIL I, SHEET A 3 FOR EXACT REQUIREMENTS, THIS WALL CITY DF TUN1YILA APPROVED 3 5/8° X 25 GA. METAL STUD ' BRACE ®4' -0' 0.G. AT 45° ANGLE 0 ATTACH TO WALL AMD STRUCTURE ABOVE. WHERE REQUIRED FOR RIGIDIZING WALL' EXTEND WALL 6" ABOVE CEILING SCALE: 1 1/2"=1 SUSPENDED CEILING 5/8" GYP. BD. - BOTH SIDES. TAPE, FLOAT AND PAINT. USE WATER RESISTANT GYP. BD. AT RESTROOMS 3 5/8" 25 GA. GAL, STEEL STUDS AT 16" O.G. (6" 5TUD5 ® PLUMBING WALL) BAIT INSULATION (R -11 MIN., TYP) ATTACH TO SLAB W/ HILT! "DR" FASTENERS Ca 24" O.G. W/ 1 1/5" EMBED 1650 NO. ER -2855 MAR 2 2 2002 AS NO RIAL0 NG 51V15i00N caMMAA FEB 2 8 2007 pemonmeggR 2 5 8 art &framing AARON BROTHERS i�L7T (i. m. ARCHITECTURE - ENGINEERING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 360 - 896 -3327 FAX360 -891 -0535 JOHN W. JOHNSON, ARCHITECT LED < REVISIONS: A PERMIT 02/25/02 PROJECT N0: z IZIR S- GOODRICH HUD. COMMERCE, CA SM. PHONE (3L4) T 6226 H 9258.50 Q J 60 0' SHEET TITLE FLOOR/ FINISH PLAN RMF KJ DATABASM AB-1 STONE NO 1 ADA WATER CLOSET (TYP. OF 2) INSTALL GRAB BARS PER ELEVATIONS AND SPEC IF !CATIONS ELOOR DRAIN, REFER TO PLUMBING DINGS . MEN'S 104 WOMEN'S NOTE: PROVIDE SOLID WOOD BLOCKING IN WALL AS REQUIRED TO SUPPORT ELECTRIC WATER COOLER, LAYS, TOILET ACCESSORIES, GRAB BARS, ETC.. ENLARGED RESTROOM PLAN ADA HAND SINK (NP. OF 2) I I /2 "0 GRAB BARSSN WALL ELEVATION NOMENIS RM 1/2" = 1' -0" (MEN'S ROOM OPP. HAND) b) 3 ® TYP. ®NI G.'S (FRF-1) MIRROR ALL / -( FRP -I) RESTROOM WA LLS HALL ELEVATION WOMEN IS RM. 1/2" = 1' -0" (MEN'S ROOM OPP. HAND) PAPER TOWEL DISPENSER, MOUNT 40" MAX. TO DISPENSER OPENING SCHEDULED WALL JOHNSONI tt � COVE OAF - SEE FINISH PLAN SCHEDULED FLOOR JOHNSONI TE FILLER - GFS -00 COVE MOULD I NO (NP- AT RESTROOMS) INSULATE OUTSIDE OF PIPE TOE CLEARANCE HALL ELEVATION WOMEN IS RM. (MEN'S ROOM OPP. HAND) RESTROOM ACCESSORY LIST RESTROOM ACCESSORIES SHALL BE AS LISTED'BELOW AND FURNISHED BY BOBRIGK WASHROOM EQUIPMENT, INC., OR OTHER APPROVED EQUAL. PROVIDE WALL REINFORCEMENT AND SOLID WOOD BLOCKING AT ALL WALL MOUNTED ACCESSORIES. GRAB BARS: 6 -6206 X LENGTH INDICATED. ALL MOUNTING TO BE CONGEALED. MIRROR: 13-165, 24X36 AND /OR 6-254, 24X36 AS REQUIRED BY ACCESSIBILITY CODE. ALL OTHER RESTROOM ACCESSORIES SHALL BE SUPPLIED BY AARON BROTHERS, TO BE INSTALLED BY GENERAL CONTRACTOR. ENLARGED PLAN KEY NOTES C > FIT ROOM FIXTURES FURNISHED AND INSTALLED BY AARON BROS. VERIFY LAYOUT PRIOR TO INSTALLATION OF ELECTRICAL. 9 52 "W X 48 "H PLYWOOD ON WALL. €DASHED LINE INDICATES SLATWALL IN SALES AREA 1/4" THICK PEGBOARD ON METAL FURRING CHANNELS. PAINT( PT -I )REFER NY TO DETAIL S, SHEET A7.3. ^PROVIDE 5/8" THICK AG PLYWOOD BACKING PANEL (6'X8') FOR FLETCHER \5 GUTTER. 6' WIDE X 8' TALL. BOTTOM AT I' -0" AFF. PAINT ( pT -I ) ,C> LOCKING ELECTRICAL SERVICE AND DISTRIBUTION PANELS. 7 TELEPHONE BOARD LOCATION. 48" W. X 56" H. PLYWOOD ATTACHED TO WALL. TOP OF PLYWOOD TO BE MOUNTED FLUSH TO UNDERSIDE OF CEILING. REFERENCE TELEPHONE BOARD DETAIL, SHEET EI.I. CONTRACTOR TO PROVIDE SHELF, SHELF TO BE 6 "w x 4 "d',,.AND ATTACHED' TO WALL. € PROVIDE A -O'W X 4 SHEET OF SLATWALL TOP OF SLATWALL S S'- 0 "' AF.F. PAINT (PT -I ,BASE 'CABINET AND OVER ,COUNTER SHELVING ON WALL. REFERENCE I DETAIL 13, SHEET. A73. 0 2" X 6" PLUMBING WALL II BREAK ROOM ' COUNTER. REFERENCE DETAIL. 16, SHEET AS.3.. €TRANSFORMER, SEE ELECTRICAL DRAWINGS 11/2" CLEAR WOOD BLOCKING SCHEDULED WALL ADA GRAB EAR ATTACH TO BLOCKING NOTE: GRAB BAR AND BLOCKING SHALL BE SUFFICIENT TO SUPPORT A 250 POUND POINT LOAD. RE: TITLE 24 SECTION 11155.8.5 TYP I GAL GRAB BAR DETA I L ES OF TIM LA APPROVED MAR 22 AS RUED " -O5 ®PP FEB 8 2002 PERMITOENTER art &ng AARON BROTHERS DPSI ARUM:CT[(RE - ENGINEERING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 360- 896 -3327 FAX: 360- 891 —D535 JOHN W. JOHNSON, ARCHITECT REVISIONS: Q PERMIT PROJECT N0: ENLARGED FLOOR PLANS CLIECMD BY 1270 5. GOODRICH BUD_ 1 , CA 90022 PHONE (323) 725 -8a8 JENJEJLILd SHEET TITLE GROUP INC. RMF m ° ''' AS NOTED'. KJM 02/26/02 �ern�nsa AB -1 STORE NO: 02/26/02 9258.50 MOUNT EXIT SIGN ABOVE STOREFRONT LIGHT FIXTUre OPEN TO STRUCTURE ABOVE SYMBOLS NOTE: PROVIDE SPRINK_ER DROPS IN BACK ROOM AREAS FROM EXISTING FIRE SPRINKLER SYSTEM AS REQUIRED BY LOCAL CODE. • REELS` T I D GEL I NG PLAN 1/8" = I -0" 2 X 4 LAY -IN FLUORESCENT PENDANT ACCENT LIGHT TRACK- MOUNTED WALL WASHER RECTANGULAR WALLWASHER PENDANT FIXTURE DIFFUSER RETURN AIR EMERGENCY LIGHT EXIT SIGN TYP.) 4'- MOUNT EXIT 10' -0" AF.F ■ 01. TYP. FOR TYPE 'A' FIXTURES YP. FOR - TYPE 'B' FIXTURES FIXTURE NPE "D ", SUPPLIED DT OWNER, INSTALLED BY CONTRACTOR. NO SCALE DRILL 5l32" HOLE FOR I/8" BOLT 6 LOCK NUT AFTER CEILING 15 LEVELED. 3/4" EMT NOTCH OVER MAIN RUNNER e, Ir [ 45° SPLAY WIRE BRACING I I Q IN P OF MAIN RUNNER ALL WIRES ATTACHED TO MAIN RUNNER 4 DIRECTIONS. 1,, 0 TURK M IN. IN I/2 CEILING (4. MIN) ® \ MAIN RUNNER GROSS TEE TYPIGAL SPLAY BRACING DETAIL HANGER WIRE NOT TO EXCEED 6 i SPLAY BRACE OR 1 /4" WIRE LENGTH UNISTRUT PI001 CHANNEL. PAINT TO MATCH STRUCTURE. WALL LIGHT TRACK "L" SHAPED UNISTRUT CONNECT TO WALL EACH SIDE OF F -11 FIXTURE 6 AT ENDS OF UNISTRUT FIXTURE TYPE' "B° SUPPLIED BY OWNER, INSTALLED i BY CONTRACTOR: (WHERE I OCCURS) LIGHT FIXTURE 11 DETAIL 1/2" DONN COMPRESSION POST TIGHT TO STRUCTURE ABOVE (TYPICAL COMPRESSION STRUT) 12 GA. VERTICAL HANGER WIRE ® 4' -0" O.G. SPLICE MAIN RUNNER \ WALL TRIM CONT. HORIZ. STRUT TO ACOUSTICAL PREVENT SPREADING OF RUNNERS PANEL HANGER WIRE ALLOW. TENSION #I2 110# SUSPENDED' CEILING SYSTEM AT VIAL I SUSPENDED CEILING NOTES: A. LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90° APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2' OF THE GROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45° FROM THE PLAN OF CEILING: THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12" O G IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL B. ALLOWANCES SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS AND GROSS RUNNERS MAYBE- ATTACHED AT TWO ADJACENT WALLS WIT}+ V4" CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. C. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES TO 1. STRICTURE ABOVE. D. SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCK!. CONNECTORS SUCH AS POP. RIVETS, SCREWS, PINS, PLATES WITH BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2x DESIGN LOAD OR ULTIMATE AXIAL .4510610R COMPRESSION (MINIMUM 60 POUNDS). EXCEPTION: RECESSED LIGHTING FIXTURES NOT OVER 56 LBS IN WEIGHT, AND SUSPENDED AND PENDANT HUNG FIXTURES NOT OVER 20 L55. IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM RUNNERS BY A POSITIVE ATTACHMENT SUCH AS SCREWS OR BOLTS. 2. AIR DIFFUSERS WHICH. WEIGH NOT MORE THAN 20 LBS. AND WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO 'AND SUPPORTED BY THE CEILING.. RUNNERS. SEISMIC CEILING DETAIL NO SCALE INSULATION - (R -IR M.N.) INSTALL NEOPRENE VIBRATION ISOLATIGN PAD AS SUPPLIED W/ AARON BROS- LIGHTING- PACKAGE. t pMTN mINAVIONAVIi •".11111111. u_ Q BOTTOM OF EXPOSED DECK, ABO INSULATION WHERE REQUIRED COVERED WI7H LAMTEG UNISTRUT HANGAR TO SPAN JOISTS .-UNCTION BOX. APPLETON K8458R, BALL [..------------------- INSTALLED BY SWIVEL, SUPPLIED AND R. CONTRACTOR. 1/2" THREADED CONDUIT. GUT IN FIELD. -. PAINT TO MATCH X INSTALLED BY STRUCTURE. SUPPLIED A ND il INSTALLED ER, REMOTE BALLAST. DO NOT PAINT LIGHT FIXTURE IIA" DETAIL SITE REFLECTED GE I L I NCB PLAN GENERAL NOTES: I. SEE SHEET A2.I FOR FINISH LEGEND 2. SEE ELECTRICAL PLANS FOR EXACT LENGTH,' MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE. 3. SEE MECHANICAL PLANS FOR EXACT LOCATIONS OF DIFFUSERS, RETURN AIR, ETC, 4. IF THIS BUILDING CONTAINS A COMPLETE SPRINKLER SYSTEM. REVISE EXISTING SYSTEM AS REQUIRED BY THIS NEW CONSTRUCTION. 'GENERAL CONTRACTOR SHALL EMPLOY A SPRINKLER SUBCONTRACTOR, LICENSED IN GOVERNING JURISDICTION. CONTRACTOR SHALL PRODUCE REQUIRED SPRINKLER PLANS, SUBMIT THEM TO ARCHITECT FOR REVIEW, THEN SUBMIT TO LOCAL BUILDING DEPARTMENT FOR REVIEW AND PERMIT. SPRINKLER HEADS SHALL BE AS FOLLOWS: EXPOSED STRUCTURE: CHROME, PENDANT TYPE. AGGOUSTIGAL CEILING: CHROME, SEMI - RECESSED. 5. CONTRACTOR TO INSTALL VINYL COVERING OVER ALL DUCT INSULATION IN CEILING AREA. S IF THE UNDERSIDE OF THE STRUCTURE 15 AT 18' -O" OR HIGHER, DROP IN UNISTRUT GRID TO SUPPORT LIGHTING AT 15' - 0" A.F.F.. REFLECTED CEILING PLAN KEYED NOTES: O FRAMING WALL, SEE DETAIL I ON SHEET A1.3 O OMIT. O ALL "L " CONFIGURATION UNISTRUT CONNECTIONS ARE TO UTILIZE "PI38OA" 3 FLAT PLATE FITTINGS O REFERENCE LIGHT FIXTURE SUPPORT DETAIL 15, SHEET A4.I. O REFERENCE LIGHT FIXTURE SUPPORT DETAIL 16, SHEET A4.I. O FIXTURE TYPE K B G ARE MOUNTED TO FIXTURE F -I (SUPPLIED BY OTHERS). REFERENCE FLOOR PLAN AND ELECTRICAL, DRAWINGS.. FOR EXACT REQUIREMENTS ON THESE FIXTURES. O REFERENCE LIGHT FIXTURE SUPPORT DETAIL 12, SHEET A41 O FIT ROOM CEILING HEIGHT © 10' -0 "; A.F.F., REFERENCE DETAIL II, SHEET A41 O CEILING HEIGHT NU H'-0" A.F.F., REFERENCE . DETAIL II, SHEET A4.I O ALL ITEMS IN CEILING IN SALES AREA, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE GOAT OF PRIMER. AND MIN. OF TWO FINISH COATS OF( PT -2 ) ITEMS SHALL INGLUED, BUT NOT BE LIMITED TO EXPOSED STRUCTURAL ELEMENTS, HVACEQUIPMENT. AND DUCTWORKS ELECTRICAL CONDUIT AND MISC.,. : JUNCTION BOXES, PLUMBING PIPING AND FITTINGS, SPRINKLER PIPING, AND VINYL COVERING, ETC. ( VG -I ) (ACT -I) ACOUSTICAL LAY -IN CEILINGS: A. ACOUSTICAL PANELS: ARMSTRONG - GORTEGA 24" x 48" x 5/8 ", #764 WHITE. R_ GRID AND ACCESSORIES PRELUDE - XL - 15/16" GRID GO'_OR - WHITE. ( VC -I ) VINYL COVERING FOR INSULATION: TO BE LAMTEC #WMP -10 BLACK ADVANCED FOIL SYSTEMS (NOR) 350 -5125 (INSTAL_, WHITE SURFACE, EXPOSED) MATERIALS LEGEND NO SCALE 5' -0" (TYP) ALL UNISTRUT SECTIONS MUST BE JOINED'' TOGETHER BY P1061 FLAT PLATE FITTING CITY OF TUKWH.A APPROVED MAR 2 2 242 AS DOTED F5', LOVUG DIVISION BOTTOM OF EXPOSED STRUCTURE ABOVE. UNISTRUT P1001 CHANNEL. PAINT TO MATCH STRUCTURE. 3/8" ALL-THREAD ® 8' -0" O.G.(MAX.). DUPLEX RECEPTACLE, QUANTIN AS REQUIRED. PAINT TO MATCH STRUGT. RECEPTACLE TO FACE UP. UNISTRUT PI001 CHANNEL. PAINT TO MATCH STRUCTURE. INSTALL CHANNEL W/ OPEN SIDE UP. FIXTURE TYPE IT, SUPPLIED BY OWNR INSTALLED BY CONTRACTOR. COIL 6 TIE SURPLUS CORD TO UNISTRUT TO HIDE FROM VIEW STUD PARTITION SLATWALL -' SEE DETAIL 5, SHEET A2.2 LIGHT FIXTURE 11 DETAIL 3/4" : I' -0" art o &Rng 'GB GROUT II ARCHITECTURE • ENGINEERING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER. WA 98683 360 - 896 -3327 FAX: 360- 891 -0535 JOHN W. JOHNSON, ARCHITECT SHEET TITLE REFLECTED CEILING PLAN RMF.. r AS NOTED N W. JOHNSON ' ' ATE OF WASHINGTON REVISIONS : A PERMIT I270 S' WOBEICH BUD- COMMERCE, CA sm. PHONE (326) 725-6226 PROJECT NO: F- LC) N- KJM 02/26/02 9258.50 Q SO H- '".02/26/02 " AB -1 STORE NO: 1 A.F.F. I T.O. PARAPET T.O. PARAPET 12'_0" A.F.F. A T B.O. SOFFIT EXISTING BUILDING TO REMAIN UNCHANGED EXCEPT AS NOTED A6.1 I /4" = I' -0" PT-5) SIGN' FNISH FLOOR AAR6N BROT{EIER f rt & framing EXTERIOR FRONT ELEVATION 4 INTERIOR STOREFRONT ELEVATION A6.1 I /4" = I' -O" SIGN F EXISTING BUILDING STRUCTURE E INSULATION 55-5" NEW SIGNAGE TO BE PROVIDED AND INSTALLED BY "AARON BROTHERS" AND SEPARATELY PERMITTED BY SIGN CONTRACTOR. ELECTRICAL TO BE INSTALLED BY CONTRACTOR. SEE ELECTRICAL DRAWINGS /, REPLACE BROKEN STOREFRONT GLASS, THIS PANEL ONLY ALIGN TOP OF SLATWALL WITH TOP OF STOREFRONT INTERIOR ELEVATIONS GENERAL NOTES L ALL WALLS, DOORS, FRAMES, ETC., UNLESS OTHERWISE NOTED, ARE TO BE PAINTED ( PT -I ) 2. SEE SHEET A2.I FOR FINISH LEGEND AND SHEET A03 FOR TYPE OF .PAINT FINISHES FOR VARIOUS SURFACES_ INTERIOR ELEVATIONS KEYED NOTES WOOD MOULDING: REF. DETAIL 1/A7.3. REFERENCE NOTE ON DETAIL REGARDING v 11000 INEILL PIECE REQUIRED FOR THIS AREA. O I /S" V -ROUTE GUT INTO SLATHALL FOR PAINT BREAK. IF NATURAL PANEL BREAK FALLS W/IN 12" OF BREAK SHOWN IN ELEVATION, USE NATURAL PANEL BREAK. O MANTLE BY G.G. (SEE DETAIL 16 ON SHEET A72) PAINT ( PT -I )SEMI - GLOSS, 4O PERIMR I LB "PAW -THRU" RACK BY G G. REFER TO FLOOR PLAN FOR VARIOUS TYPES. CITY OF TUEVitLA OEX €STING STOREFRONT (AND DOORS) TO REMAIN. APPROVED', 04100D GAP MOLDING - SEE DETAIL 7 ON SHEET A73. PAINT ( PT -I.) MAR 2 2 2',102 O CARPETED FRAME DISPLAY PANELS BY G.G. ( ) AS NOTED SOPRECUT MAT FIXTURES BY FIXTURE FABRICATOR gOILDNO DI VT.ION q0 PROVIDE REINFORCED SLATWALL BELOW MANTLE FOR 3O' -6" WIDTH. PAINT ALL EXPOSED GROOVES 8 METAL INSERTS/REINFORCING TO MATCH PANEL 10 SHELF AND SUPPORT BRACKETS BY FIXT. FAB. G.G. TO PROVIDE METAL INSERT IN SLATWALL AT THIS LOCATION. REFERENCE DETAIL S ON A7.2. II REINFORCE SLATWALL UP TO S' -O" A.F.F. PAINT ALL EXPOSED GROOVES H METAL INSERTS/REINFORCING TO MATCH PANEL. 0 4" O.G. PAINT GRADE SLATWALL TYPICAL. PROVIDE FINISH TRIM ON ALL EXPOSED EDGES. PAINT ALL METAL INSERTS/REINFORCING TO MATCH PANEL. •MAT RACK TO BE LOCATED IN WALL CAVITY. OPENING TO BE 10-3 "W. x S' -I "H. 14 CANOPY "A" - REFERENCE DETAILS ON SHEET AR4 <> PERIMETER TRIM TO BE SUPPLIED, INSTALLED AND PAINTED BY FIXTURE FABRICATOR. REFER TO DETAIL S/A7:3. O MANTLE BY G.G. (SEE DETAIL S, SHEET A7.2) PAINT ( PT I ) ( VB - ) 0 EXISTING DEMISING WALL OR EXTERIOR WALL �5 <> EXISITNG GLASS DOORS TO REMAIN. <> EXTEND G.W.B. TO UNDERSIDE OF DECK FROM CURRENT STOPPING POINT, AS REQUIRED. TYPICAL AT PERIMETER OF STORE. ALL ITEMS IN CEILING. EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE GOAT OF PRIMER AND MIN. OF TWO FINISH GOATS OF (PT -2') ITEMS INCLUDED BUT NOT LIMITED TO EXPOSED STRUGT. ELEMENTS, HVAG EQUIPMENT AND DUCTWORK, ELECTRICAL CONDUIT AND MISC. JUNCTION BOXES. PLUMBING PIPING AND FITTINGS, SPRINKLER, PIPING, AND VG -II VINYL COVERING, ETC. X02 X58 @And FEB [B2002 i I1T M art &framing AARON BROTHERS iz7o S COOHE[CH aIYU. PHONE (323) T25 -szas I DE% ur Fuc ARCHITECTURE • ENGINEERING- ENVIRONMENTAL SERVICES 78210 SE 22N17 STREET VANCOUVER, WA 98683 1360- 896 -3327 FAX:360 -897 -0535 JOHN W. JOHNSON, ARCHITECT REVISIONS: A PERMIT A A 0 A A 0 A PROJECT NO: C 1 O 0 a 4 O [111 2022 9258.50 SHEET TITLE 02/26/02 EXTERIOR/ INTERIOR LEVATIONS RMF 'AS NOTED KM as ° 02/26/02 I T.O. PARAPET T.O. PARAPET 12'_0" A.F.F. A T B.O. SOFFIT EXISTING BUILDING TO REMAIN UNCHANGED EXCEPT AS NOTED A6.1 I /4" = I' -0" PT-5) SIGN' FNISH FLOOR AAR6N BROT{EIER f rt & framing EXTERIOR FRONT ELEVATION 4 INTERIOR STOREFRONT ELEVATION A6.1 I /4" = I' -O" SIGN F EXISTING BUILDING STRUCTURE E INSULATION 55-5" NEW SIGNAGE TO BE PROVIDED AND INSTALLED BY "AARON BROTHERS" AND SEPARATELY PERMITTED BY SIGN CONTRACTOR. ELECTRICAL TO BE INSTALLED BY CONTRACTOR. SEE ELECTRICAL DRAWINGS /, REPLACE BROKEN STOREFRONT GLASS, THIS PANEL ONLY ALIGN TOP OF SLATWALL WITH TOP OF STOREFRONT INTERIOR ELEVATIONS GENERAL NOTES L ALL WALLS, DOORS, FRAMES, ETC., UNLESS OTHERWISE NOTED, ARE TO BE PAINTED ( PT -I ) 2. SEE SHEET A2.I FOR FINISH LEGEND AND SHEET A03 FOR TYPE OF .PAINT FINISHES FOR VARIOUS SURFACES_ INTERIOR ELEVATIONS KEYED NOTES WOOD MOULDING: REF. DETAIL 1/A7.3. REFERENCE NOTE ON DETAIL REGARDING v 11000 INEILL PIECE REQUIRED FOR THIS AREA. O I /S" V -ROUTE GUT INTO SLATHALL FOR PAINT BREAK. IF NATURAL PANEL BREAK FALLS W/IN 12" OF BREAK SHOWN IN ELEVATION, USE NATURAL PANEL BREAK. O MANTLE BY G.G. (SEE DETAIL 16 ON SHEET A72) PAINT ( PT -I )SEMI - GLOSS, 4O PERIMR I LB "PAW -THRU" RACK BY G G. REFER TO FLOOR PLAN FOR VARIOUS TYPES. CITY OF TUEVitLA OEX €STING STOREFRONT (AND DOORS) TO REMAIN. APPROVED', 04100D GAP MOLDING - SEE DETAIL 7 ON SHEET A73. PAINT ( PT -I.) MAR 2 2 2',102 O CARPETED FRAME DISPLAY PANELS BY G.G. ( ) AS NOTED SOPRECUT MAT FIXTURES BY FIXTURE FABRICATOR gOILDNO DI VT.ION q0 PROVIDE REINFORCED SLATWALL BELOW MANTLE FOR 3O' -6" WIDTH. PAINT ALL EXPOSED GROOVES 8 METAL INSERTS/REINFORCING TO MATCH PANEL 10 SHELF AND SUPPORT BRACKETS BY FIXT. FAB. G.G. TO PROVIDE METAL INSERT IN SLATWALL AT THIS LOCATION. REFERENCE DETAIL S ON A7.2. II REINFORCE SLATWALL UP TO S' -O" A.F.F. PAINT ALL EXPOSED GROOVES H METAL INSERTS/REINFORCING TO MATCH PANEL. 0 4" O.G. PAINT GRADE SLATWALL TYPICAL. PROVIDE FINISH TRIM ON ALL EXPOSED EDGES. PAINT ALL METAL INSERTS/REINFORCING TO MATCH PANEL. •MAT RACK TO BE LOCATED IN WALL CAVITY. OPENING TO BE 10-3 "W. x S' -I "H. 14 CANOPY "A" - REFERENCE DETAILS ON SHEET AR4 <> PERIMETER TRIM TO BE SUPPLIED, INSTALLED AND PAINTED BY FIXTURE FABRICATOR. REFER TO DETAIL S/A7:3. O MANTLE BY G.G. (SEE DETAIL S, SHEET A7.2) PAINT ( PT I ) ( VB - ) 0 EXISTING DEMISING WALL OR EXTERIOR WALL �5 <> EXISITNG GLASS DOORS TO REMAIN. <> EXTEND G.W.B. TO UNDERSIDE OF DECK FROM CURRENT STOPPING POINT, AS REQUIRED. TYPICAL AT PERIMETER OF STORE. ALL ITEMS IN CEILING. EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE GOAT OF PRIMER AND MIN. OF TWO FINISH GOATS OF (PT -2') ITEMS INCLUDED BUT NOT LIMITED TO EXPOSED STRUGT. ELEMENTS, HVAG EQUIPMENT AND DUCTWORK, ELECTRICAL CONDUIT AND MISC. JUNCTION BOXES. PLUMBING PIPING AND FITTINGS, SPRINKLER, PIPING, AND VG -II VINYL COVERING, ETC. X02 X58 @And FEB [B2002 i I1T M art &framing AARON BROTHERS iz7o S COOHE[CH aIYU. PHONE (323) T25 -szas I DE% ur Fuc ARCHITECTURE • ENGINEERING- ENVIRONMENTAL SERVICES 78210 SE 22N17 STREET VANCOUVER, WA 98683 1360- 896 -3327 FAX:360 -897 -0535 JOHN W. JOHNSON, ARCHITECT REVISIONS: A PERMIT PROJECT NO: [111 2022 9258.50 SHEET TITLE 02/26/02 EXTERIOR/ INTERIOR LEVATIONS RMF 'AS NOTED KM as ° 02/26/02 r''''''se 570Pli NO: A6.1 AT EDGE OF WALL V PT 3 2 EQUAL SPACES Gila J15'-0" 2 EQUAL SPACES 01:11 ±1T -4 1/2" SIDE DOLL INTERIOR ELEVATION 1/4" = 1/4" = I' -O" 1/4" = I' -O" 00 REAR WALL INTERIOR ELEVATI ON CPT4 ,_PT 3) 2 EQUAL SPACES =20 -O" SIDE WALL INTERIOR ELEVATION 31' -O" EXISTING BUILDING STRUCTURE.E INSULATION. O O ') IPT A) 3 EQUAL SPACES INTERIOR ELEVATIONS GENERAL NOTES I. ALL WALLS, DOORS, FRAMES, ETC., UNLESS OTHERWISE NOTED, ARE TO BE PAI S NTED � PT -I ) 2. SEE SHEET A2.I FOR FINISH LEGEND AND SHEET A0.3 FOR TYPE OF PAINT FINISHES FOR VARIOUS SURFACES. INTERIOR ELEVATIONS KEYED NOTES O WOOD MOULDING. REF. DETAIL 1/A7.3. REFERENCE NOTE ON DETAIL REGARDING ROOD INFILL PIECE REQUIRED FOR THIS AREA O I /8 ".V -ROUTE GUT INTO SLATWALL FOR PAINT BREAK. IF NATURAL PANEL. BREAK FALLS WIN 12' OF BREAK SHORN IN ELEVATION, USE NATURAL PANEL BREAK. >MANTLE BY GC, (SEE DETAIL IS ON SHEET A7.2) PAINT ( PT I )SEMI GLOSS O PERIMETER "PAW -THRU RACK BY G.G. REFER'. TO FLOOR PLAN FOR VARIOUS TYPES. SOEXISTING STOREFRONT (AND DOORS) TO REMAIN O WOOD GAP MOLDING - SEE DETAIL 7 ON SHEET A7.3. PAINT ( PT -I ) •CARPETED FRAME DISPLAY PANELS BY G.G. (1WG -1) O PRECUT MAT FIXTURES BY FIXTURE FABRICATOR qO PROVIDE REINFORCED SLATWALL BELOW MANTLE FOR 30' -6" WIDTH. PAINT ALL EXPOSED GROOVES 4 METAL INSERTS/REINFORCING TO MATCH PANEL. 0 SHELF AND SUPPORT BRACKETS BY FIXT. FAB. G.G. TO PROVIDE METAL INSERT IN SLATWALL AT THIS LOCATION. REFERENCE DETAIL. 5 ON A7.2. -0 REINFORCE SLATWALL UP TO 8' -0" A.F.F. PAINT ALL EXPOSED GROOVES 4 METAL INSERTS/REINFORGING TO. MATCH PANEL. 4" O.G, PAINT GRADE SLATWALL TYPICAL. PROVIDE FINISH TRIM ON ALL EXPOSED EDGES. PAINT ALL METAL INSERTS/REINFORCING TO MATCH PANEL. MAT RACK 14 CANOPY "A" - REFERENCE DETAILS ON SHEET. A O PERIMETER TRIM TO BE SUPPLIED, INSTALLED AND PAINTED BISOXOFJIMMA FABRICATOR. REFER TO DETAIL A/A7.3. APPROVED 16 MANTLE BY GC.. (SEE DETAIL 8, SHEET A7.2) PAINT ( PT -I ) MAR 2 2 21,32 0 • EXISTING DEMISING. WALL OR EXTERIOR WALL AS NOF D • EXISITNG- GLASS DOORS TO. REMAIN. 19 EXTEND S EES. TO UNDERSIDE OF DECK FROM CURRENT STOPPING POINT, AS REQUIRED. TYPICAL AT PERIMETER OF STORE. 0 , ALL ITEMS IN CEILING EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF PRIMER AND MIN. OF TWO FINISH COATS OF(PT -2 ). ITEMS INCLUDED BUT NOT LIMITED TO EXPOSED STRUCT. ELEMENTS, HVAG EQUIPMENT AND DUCTWORK, ELECTRICAL CONDUIT AND MISC. JUNCTION BOXES. PLUMBING PIPING AND FITTINGS, SPRINKLER PIPING, AND VG -I VINYL COVERING, ETC. 0000 = AREA OF REINFORCED SLATWALL PER L 2 058 BUILDING 'DIVISION Ammo awe FEB 2 8200 II PERENBUIDE art &framing AARON BROTHERS ARCRI'EECTORE • ENGINEERING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 60- 896 -3327 FAX:360- 891 -0535 JOHN W. JOHNSON, ARCHITECT A ISIS s GOODri BUD. raacE 0231, 725-6228 PROJECT NO: GROUP ROB H 9258.50 SHEET TITLE INTERIOR ELEVATIONS Doors Frames I No. Room Name Door Type Door Size Hdw. Group Door Rating Finish Remarks Frame Mat. Frame Details Finish Remarks Wdth. Ht. Thk. Head Jamb Sill 103 WOMEN'S ROOM UNDERCUT DOOR 3/4" HM 9 /A. -0! 9iAT.1 -- PT-I PROVIDE KIGKPLATE ON HALLWAY SIDE ONLY 104 M EN'S ROOM UNDERCUT DOOR 3/4" PROVIDE KIGKP ATE ON HALLWAY SIDE ONLY 105 BREAK ROOM PROVIDE KICKPLATE ON HALLWAY SIDE ONLY 106 MANAGER'S OFFICE PROVWER IDE 180 DOOR PROVIDE KIGKPLATE ON HALLWAY SIDE ONLY ,07 FIT ROOM PLAM. H.M. 13/A1 - 13 /501.1 -- PT -4 108 ELEGTRIGAL RM. A 3-0 " T' -O" 13/4" — PT -1 UNDERCUT DOOR 3/4" M.M. 9 /A1 -01 9/501.1 -- PT PROVIDE KIGKPLATE O N HALLWAY SIDE ONLY Door Schedule NO SCALE SOLID COPS - BRGH VENEER PAINT GRADE DOOR TYPES 1/4" I -O" ROOM SIGNAGE TO COMPLY WITH A.C.A. (LOCATE ON STRIKE SIDE OF DOOR) BRAILLE LABEL LEVER -TYPE HARDWARE LOWER 10" OF DOOR TO BE SMOOTH, PLAIN SURFACE. NOTE: CENTER OF LIGHT SWITCHES TO BE LOCATED NOT LESS THAN 36" AFF OR MORE THAN 48" AFT. ADA MOUNTING HEIGHTS �— HOLLOW METAL DOOR MOUNT PANIC. HARDWARE BETWEEN 30" AND (OPEN) (OPEN) O ELIASON DOOR LWP -GAPE 48" X 48" PAIR PAIR OF PA ALUM. DOORS FINISH: PLAS. LAMINATE COLOR: ALMOND D -30 HARDWARE x140 -3 (SEE PARTITION TYPES) 1.5 PAIR. BUTTS I EACH LATCHSET t EACH CLOSER I EACH STOP 1 EACH KIGKPLATE JAMB / HEAD DETAIL 3" . I' -O" HARDWARE GROUP #I (ENTRY DOORS: PROVIDE ADDITIONAL HARDWARE AS NOTED) DOOR TO HA, KEYED ENTRY FROM OUTSIDE AND INSIDE, AND HAVE 10" METAL KIGKPLATE. DOOR TO CONFORM TO ALL ADA REQUIREMENTS. ONE LEAF OF DOORS TO HAVE FLUSH BOLTS. PROVIDE DOOR HOLDER DEVICE: STANLEY .458, USIO. PROVIDE ALARM DEVICE BY DOOR CONTROLS INTERNATIONAL, MODEL .12105014/.28 ALUMINUM FINISH (I- 800 -142- 3634) - (2) KEYMARK 1/C. HOUSINGS WITH ADAMS RITE GAMS, PART .33K075021- 26 -Z64 HARDWARE GROUP #2 (BACK EXIT DOOR: PROVIDE ADDITIONAL HARDWARE AS NOTED) PROVIDE ALARM DEVICE BY DOOR CONTROLS INTERNATIONAL, MODEL .1210AW/.28 ALUMINUM FINISH PROVIDE ALARM SIGNING: EMERGENCY EXIT ONLY - ALARM WILL SOUND. (1) KEYMARK I/G HOUSING WITH YALE GAM, PART .33K015O21- 26 -Z63 (FOR DO 1200 BAR) I EACH LOGKSET L401006 -- SCHLAGE I EACH VIEWER DOOR- SPY -DS-6 -- RUDOLPH- DESCO I EACH KIGKPLATE JIO2 12"X34,050' U5260 ROCKWOOD (PUSH SIDE) PROVIDE DOOR HOLDER DEVICE: STANLEY .458, USIO. HARDWARE GROUP B3 (BREAK ROOM) FE8 KU 4 1/2X 4 In' US260 L9010 06 626 4040 SERIES ALUMINIM DOME STOP 24!F ALUMINIM JIO2 IT X 34' X .056' US26D STANLEY SGHLAGE LGN HAGER ROCKWOOD PROVIDE DOOR HOLDER DEVICE: STANLEY .458, USIO. HARDWARE GROUP #4 (OFFICE) 15 PAIR BUTTS FEB 19141 /Tx 4I, US26D STANLEY TRILOGY T -2 PUSH BUTTON LCGK (DL- 2700/IG -26D) KEYMARK I/G GORE I EACH CLOSER 4040 SERIES ALUMINUM LGN I EACH STOP DOME STOP 241F AUMINM-1 HAGER I EACH KIGKPLATE J102 12"X34" X 1F6' 05260 ROCKWOOD HARDWARE GROUP #5', (TOILET ROOMS) 15, PAIR BUTTS EEB 191 4 I,X 4 1, US26D'. STANLEY I EACH 'LATGHSET L9040'06 626 SGHLAGE 1 EACH CLOSER 4040 SERIES AUMIWM LGN I. EACH STOP DOME STOP 241E ALUMINUM HAGER I EACH KIGKPLATE ,1102 12'%34'%.050' 1626D ROCKWOOD (PUSH SIDE) HARDWARE GROUP Eb (SWINGING DooRS) DOOR HARDWARE .140 -3 BY ELIA.SON'DOOR FOR SWINGING CAFE DOORS NOTE: ALL HARDWARE, CLOSERS, ETC. TO COMPLY WITH THE MOST REGENT ADA. REGULATION AND ALL LOCAL REQUIREMENTS. HAZDHARE TYPES NO SCALE I/2" VARIES (SEE PARTITION TYPES) NOTE: REFERENCE SLATWALL INSTALLATION AND TERMINATION DETAILS, SHEET A15. JAMB / HEAD DETAIL @ SLATWALL 3" AARON BROTHERS 18210 SE 22ND STREET VANCOUVER, WA 98683 360- 896 -3327 FAX:360 -891 -0535 JOHN W. JOHNSON, ARCHITECT REVISIONS:. A PERMIT A PROJECT NO: 1270 S. GOODRICH. MD- CONME CE. CA' 80022 PHONE OHIO 725- 8226 I.: W. JOHNSON ATE OF WASHINGTON 02/26/02 9258.50 NOTES: EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. REFER TO NOTE #2 FOR SPECIAL REQUIREMENTS. FOR DOOR 101. 2. ALL REQUIRED EXIT DOORS TO HAVE A SIGN OVER IT STATING THAT THIS DOOR IS TO REMAIN OPEN DURING BUSINESS HOURS" OR THIS DOOR IS TO REMAIN UNLOCKED WHILE OCCUPIED " . VERIFY WHICH SIGN IS REQUIRED BY LOCAL GODES AND REGULATIONS. COMPLY WITH ALL COLOR AND SIZE REQUIREMENTS IN REGARDS TO THIS SIGNAGE. 1/2" FIELD VERIFY NOTE: REFERENCE SLATWALL INSTALLATION AND TERMINATION DETAILS, SHEET A FIELD VERIFY EXIST. WALL CONSTRUCTION FOR WIDTH. SLATWALL. BUILDING DIVISION SLATWALL TRIM. m� WELDED HOLLOW METAL HEAD OR JAMB. BLOCKING AS REG', TAIL CITY OF TUY.ONJ\ 9PP809EO MAR 2 2 2992 AS NU AEOENED CITY OFTUKWILA PERMIT CENTE;i SHEET TITLE DOOR DETAILS/ SCHEDULE BRAWN Br: RMF �•,..' AS NOTED AS-11 STORE NB: 1 1/2" I' -0" END RUN TERMINATION s SECTION THRU SLATWALL A7.2) 3/4" ENLARGED PLAN @ PAW THRU SECTION THRU FRAMING WALL 3/4" I' -0" 12' ANCHOR INTO PARTITION. REF. DTL. 8, SHEET A'1.4. CANOPY "A" REFER TO SHEET A7.4 FOR DETAILS STUD PARTITION, REF. FLOOR PLAN. CURVED, STUD PARTITION FOR "FRAMING WALL ". REF. DTL I, SHEET PAINTED WOOD SHELF ( PT - I ANGLED FRAME DISPLAY WALLS WITH CARPET ( VIG -I BY G.G. VINYL BASE BLOCKING AS REQUIRED 3/4" PLYWOOD ATTACH TO FLOOR AT 24 "Z9:G� IX6 WOOD BLOCKING Q 0 P GAP MOLD MATCH BOISE MOULDING AND TO LUMBER co. STYLE ANEL x ITIS PAINTED 4" O.G. SLATWALL (SEE WALL ELEVATIONS FOR COLORS) PAINTED WOOD SHELF SIMILAR TO SHELF ® PRE -GUT MATS SEE DETAIL x8 THIS SHEET SLAT TO HAVE METAL INSERTS, BELOW' SHELF. NOTE: PAW -THRU TO BE INSTALLED ATOP CARPET. VINYL BASE ( VB-I SECTION THRU CANVAS WALL 3/4" I' -0" A7.2 SLATWALL 14 \ SECTION @ BASE 11/2" I' -0 11X 6 RED OAK W/ CLEAR GOAT -ACQUER, MITER JOINTS W/ SPLICE PLATE AT BACK NOTE: PAW -THRU TO BE INSTALLED ATOP CARPET. VINYL BASE ( -I IX6 WOOD BLOCKING 3/4" PLYWOOD - ATTACH TO FLR-AT 24" O.G. OVER CARPET 5/8 "O.G. METAL STUDS ® I6" 5/8" DRYWALL BLOCKING TO SUPPORT SHELF FASTENED DIRECTLY TO TUDS GO, MOLDING TO MATCH I BOISE MOULDING AND LUMBER GO. .1004 SHELF TO BE PAINTED PAINT / ( PT - I) / \ SHELF DETAIL i N 3" = I -O" V ____ __. PRE -GUT MAT BIN BY FIXTURE. FABRICATOR PAINT GRADE P LENT) DOUGLAS FIR (OR EQUIVALENT) TOPS BOTTOM PANELS r SECTION THRU PRE -GUT MATS 3/4" I -0 " 3" I -0 " NOTE: PAINT ANY EXPOSED WOOD BROWN TO MATCH VINYL BASE. HEAT SHIELD SHELF RETAIL 3 = I -O'• 6 VINYL BAS PAINT SHELF ( PT - I JOHNSONITE EDGE N p.TU'p{'II,A E5-45 -K, BROWN. APPROVED MAR 2 2 ZOUZ AS NOTED SUILCYNG DIVISION 2x WOOD BLOGKING.0 OiECEII/ED rrvoFniKwlu BASE DTL @ FRAM I N6 WAFT °ENTER BLOCKING TO SUPPORT SHELF FASTENED DIRECTLY TO STUDS REMOVABLE ACCESS PANELS TRANSFORMERS. TRANSFORMERS VERIFY NUMBER 1/2" DIA. HALF -ROUND STOP PAINT GRADE POPLAR/DOUGLAS FIR (OR EQUIVALENT) TOP AND BOTTOM PANELS COVE MOLDING TO MATCH BOISE MOULDING AND LUMBER GO. .1004 `ANGLED FRAMING DISPLAY WALLS RECESSED MINI HALOGEN. DOWNLIGHT, (18) LIGHTS REQUIRED. PROVIDE AIR SPACE WITH LARGER DIAMETER CUTOUT. art &flaming AARON BROTHERS Izro s caouIAca e�w. CA 90022 ramie. pat) reS -mss GROUP ENC. ARCRIEECfURE • ENGINEERING ENVIRONMENTAL SERVICES 182t0 SE 22ND STREET VANCOUVER, WA 98683 360 -896 -3327 FAX360 -891 -0535 JOHN W. JOHNSON, ARCHRECT A A A A A A PROJECT NO: Cn z. H O Z 4 HX 9258.50 Q 0 � Q CO H- z Ld CD TD 7 D O CD LCD SHEET TITLE WALL SECTIONS/ DETAILS RMF I"""' AS NOTED necKEn BY, KJM ".. 02/26/02 OM111NG NO A7 ®2 • nnrneasa. ' AB -1 Sion N0: DEMISING PARTITION. CARPET TRIM BY JOHNSONITN LINE OF WOOD SHELF ABOVE ENLARGED PLAN DETAIL 3 5/8" METAL STUDS N I6" O.G. 3/4" PLYWOOD. 5/8" GYP. BD. CARPET WRAPPED AND GLUED A TO PLYWOOD (SHOWRJ DASHED) N (WC. -I ) LINE OF SHELF ABOVE. SEE SECTION INDICATED. 0 PLYWOOD BASE BELOW. SEE SECTION INDICATED. RECESSED MINI - HALOGEN DOWNLIGHTS IN SHELF (TYPE "L "). @ FRAMING WALL 22 GAUGE TRACK ®4' -0" O.G. FROM CURVED WALL TO PERIMETER WALL. NOTE: REFERENCE TYPICAL NOTES SHOWN ON LEFT SIDE OF FIXTURE. A'5 3/4" : I' -O" PROVIDE / PROVIDE BLOCKING IN WALL AS REQ STUD PARTITION. PAINT COLOR: PT -I. ADDITIONAL STUD STUD PARTITION. PTOINTR''I`TION GYP. BD. PARTITION. � MAT BOARD FIXTURE. SUSPENDED ACOUSTICAL TILE CEILING. SECURED I/4 x I/4" HOOD MENLO. PAINT PT -I. II SECURED TO HOOD BLOCKING. MOULDING MATCH "BOISE MOULDING 1 AND LUMBER' - STYLE .1-715. PAINT DOLOR: PT -I. PROVIDE WOOD INFILL PIECE WHEN MOULDING DRYWALL SCREWS ® 16" O.G. -BOTH SIDES -, z8 SCREWS I6" 20 GA- DEEP LEG TRACK - BEND TO I/4' THICK TEMPERED PEG BOARD. LEAVE GAP BETWEEN EACH PEG -BOARD D PANEL. PAINT: PT COUNTERSUNK GWB SCREWS BEVELED FINISH WASHERS ® -24 "OG PAINT: PT -I. METAL FURRING CHANNELS ® 24 . 0.G. HORIZONTAL. SLATWALL, SEE ELEVATIONS FOR PAINT COLORS -r 3/8, Q SLATWALL. SEE ELEVATIONS Q FOR PAINT COLORS. tV /, \ ". I 15 APPLIED TO WALLS WITHOUT SLATWALL II f STUD PARTITION - PAINT DOLOR: PT -I.� EDGE MOULDING. PAINT TO MATCH SLATWALL. FEATURE WALL. (OR STOREFRONT) 5 SLATHALL TERMINATION, / 2 x 3/8 TRIM, TOP AND SIDES SUPPLIED AND INSTALLED BY FIXTURE FABRICATOR. PAINTED TO MATCH BANANA. 3/4° SLATWALL ON SIDE AND REAR. WALLS ONLY. NO SLATWALL ON FRONT WALL- TYP, 6 SLATW O ALL TERMINATION @ 7 TYPICAL MOULDING DETAIL CONT. WOOD BLOCKING, TOP, BOTTGM, AND SIDES, OR AS REQUIRED. T HRU PECK- BOARD ALE FULL SCALE A MAT OARD F I XTURE FULL SCALE '. .. A 1 . 3 FULL SCALE '" I BOARD r� IX SECTION n ® 3 I' 0' REFERENCE ELECTRICAL DRAWINGS FOR EXAGT REQUIREMENTS- (FOR MUZAK SYSTEM) PLASTIC. LAMINATE ON 3/4° THICK, MDF SHELVING, TYPICAL. COLOR PL -I PLASTIC LAMINATE ON 3/4" THICK, MDF SHELVING, TYPICAL. COLOR: PLASTIC. LAMINATE ON 3/4" THICK, MDF SHELVING, TYPICAL O COLOR: PL -I T 6" METAL SHELVING STANDARDS ATTACHED TO METAL STUDS IN WALL I (lb" O.G). PLASTIC LAMINATE ON (2) LAYERS, 3/4" THICK PLYWOOD, ' COL PL -L DRI 2 "A HOLE FOR POWER GOR D(5) 6" METAL SHELVING STANDARDS ATTACHED TO METAL STUDS IN WALL (16' 0-G)_ COLOR ALMOND- O /,GJ 6" METAL SHELVING STANDARDS / ATTACHED TO METAL STUDS IN WALL. 06" O -G)_ COLOR: ALMOND - CITY Of TUKWILA APPRD'JED REFERENCE ELECTRICAL DRAWINGS FOR EXACT REQUIREMENTS STUD PARTITION. - STUD PARTITION. MAR 1' AR 2 2 20t12 AS WILD BLILDirn GiVY•RYON RECEIVED PLASTIC LAMINATE ON 3/4" MDF CITY OF TUKWILA COLOR: PL -I. V ' 1 STANDARD LOCKING PENCIL D / PLASTIC LAMINATE ON 3 //" MDF / COLOR: PL -I. N 2' -O" O DRAWER FASTEN TO BOTTOM O OF — — CONT. 2x4- FASTEN TO WALL NV f ,1 CANT- 2x4. FASTEN TO WALL W/ 3/8° TOGGLE BOLTS ®32" O.G. PAINT TO MATCH WALL TYPICAL, AS SHOWN, AT BACK AND SIDES OF COUNTER. i P,�RMIT CENTER 3/8" TOGGLE BOLTS ®32" O.G. �\ PAINT TO MATCH WALL. TYPICAL, AS SHOWN, AT BACK AND SIDES OF COUNTER. STUD D PARTITION. N (`I ' O I ry 7 / I \ � FIL�`LASINET, SHOWNTASHED,I SUPPLIED AND I NST LLkD BY WNER. / \ I 1 I 6" \ / I I \ ` / \ / \ / SAFE, S�WNVDASHED, I SUPPL IEDXY OWNER, / \ / A / ANDQQR B�5OET,, SHOI/IN HE D, SUPPLIED /B OWNER. I 014KER 14, INSTAL FILE CA / \ 1 / \ I * \ / FiLE�LAi�INET SHOWN�F7ASHED, SUPPLIED AND INST LL��}}D BY WNER. \ / \ I CONT. 2x4. FASTEN TO WALL NV 3/8" TOGGLE BOLTS ®32" O.G. PAINT TO MATCH WALL- TYPICAL, AS SHOWN, AT BACK AND SIDES OF COUNTER. / \ / \ I INTERMEDIATE SUPPORT PANEL. PLANET LAMINATE ON (2) LAYERS, 3/4" THICK PLYWOOD. COLOR: PL -I INTERMEDIATE SUPPORT PANEL (BEYOND). PLASTIC LAMINATE ON (2) LAYERS, 3/4" THICK PLYWOOD. COLOR: PL -I INTERMEDIATE SUPPORT PANEL ® 4' -0" O -G. MAX. PLASTIC LAMINATE ON (2) LAYERS, 3/4" THICK PLYWOOD. COLOR: PL -I EQUAL — EQUAL I 30" CLEAR ", ANCHOR SAFE TO FLOOR. SEE DETAIL 13) THIS SHEET FOR ADDITIONAL INFO. (FIELD VERIFY) ® ELEVATION - OFFICE COUNTER AND SHELVES 15 SECTION - OFFICE COUNTER 16 SECTION BREAKRM. COUNTER ® I, I,_O" Ai3 I I ,_0 A73 I I O " art &mss AARON BROTHERS 1:270 S. GOODRICH BLVD - COMMERCE, CA 90022 RHONE (32:5) 7258220 ue UP Ibre ARUiMI'EL'PIIRE - ENGINEERING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 360- 896 -3327 FAX -891 -0535 JOHN W. JOHNSON, ARCHITECT REVISIONS: A PERMIT A A A A A A PROJECT NO: z zO E1 0 LO C- 02/26/02 9258.50 SHEET TITLE GENERAL DETAILS DRAWN RMF KJM DRAWING ND. A I S � AS ' e `AS NOTED °ATBi 02/26/02 OATAB. AB -1 UNISTRUT CONNECTION BRACKET .PION CANOPY- REFLECTED CE I L I NCB PLAN 1/4" = I' -O" "HAT SHAPE" STEEL SUBGIRTS (SMITH STEELITE) 24" O.G. MAX. CONNECTION DETAIL UNISTRUT PI000 CHANNEL TYP. 24 ga. CORRUGATED STEEL ROOFING PANELS (SMITH STEELITE EGONOLAP 1/2" X 37" OR Ea) I I /2" = I' - ELEV. I3' -6" AF F. 24 ga. CORRUGATED STEEL ROOFING PANELS (SMITH STEELITE EGONOLAP 1/2" X 31" OR EO.) UNISTRUT CONNECTION BRACKET #P1047 SEE DETAILS 15 & lb THIS SHEET "HAT SHAPE" STEEL SUBGIRTS (SMITH STEELITE) 5' O.G. MAX DETAIL AT CANOPY EDGE 1 1/2" = I' -O" SEE LIGHTING PLAN FOR LIGHTING INFORMATION 24' -0" LONG COUNTER BELOW (SHOWN DASHED). ALIGN LIGHTS (TYPICAL) 24 ga. CORRUGATED STEEL ROOFING PANELS (SMITH STEELITE EGONOLAP 1/2" X 31" OR EO) "HAT SHAPE" STEEL SUBGIRTS (SMITH STEELITE) 5' O.G. MAX. UNISTRUT CONNECTION BRACKET #PI047 24 ga. CORRUGATED STEEL ROOFING PANELS (SMITH STEELITE ECONOLAP 1/2" X 37' OR EO.) 24 go. CORRUGATED STEEL ROOFING PANELS FIELD GUT PANEL FOR LIGHT. JUNCTION BOX. I I /2" L -O" HOLD STEEL ROOFING TIGHT TO EITHER SIDE OF UNISTRUT. UNISTRUT PI000 CHANNEL TO SUPPORT LIGHT FIXTURES (SEE LIGHTING PLAN) UNISTRUT P -1358 CONNECTOR W/ (4) 1/2"0 CONNECTOR BOLTS AND SPRING NUTS, NP UNISTRUT P -2104 CONNECTOR IN (3) 1/2"6 CONNECTOR BOLTS AND SPRING NUTS, TYR. UNISTRUT P -1041 CONNECTOR IN/ (3) I/2 "6 GONNEGTOR BOLTS AND SPRING NUTS, NP. 24 ga. CORRUGATED STEEL ROOFING PANELS (SMITH STEELITE EGONOLAP 1/2" X 37" OR EO.) CANOPY 1/4" = I' -0" CONNECTION DETAIL 1 1/2" = I' 0" L I6HT TYPE 11 E U MOUNT) N6 DTL. FRAM I NCB PLAN UNISTRUT. PI000 CHANNEL NP. GIRDERS. SURFACE MOUNTED LIGHT NPE "E LIGHTOLIER #8338- 6140BK. UNISTRUT PI000 CHANNEL TYP. CONNECTION DETAIL A1.4 1 1/2" = I' -0" 1/4"6 THREADED RODS ® 1' -0" MAX. ALONG UNISTRUT UNISTRI00 WIRE ATACHED TO OP C HORD CHANNEL UT P BEYO ND. OF STEETL BAR JOISTTS O JOIST 12 GA WIRES IN 4 -WAY SPLAY WITH 4 TIGHT TURNS IN 11/2" 0 EACH END MONOPOINT MOUNTING PLATE. UNISTRUT P -1066 (OR EO) KIT PIEGE W/ (2) 1 /2"1 UNISTRUT GONNEGTOR BOLTS AND SPRING NUTS. ROD SUPPORTED BY L3 x 3 x I/4 ABOVE. 1 1/2" I' -0" "HAT SHAPE" STEEL SUBGIRTS (SMITH STEELITE) 24" O.G. MAX. UNISTRUT PI000 CHANNEL TO SUPPORT ELEG. BOX FOR LIGHT FIXTURE (SEE LIGHTING PLAN) 4 -WAY SPLAYED WIRES (TYPICAL OF 3) SEE DETAIL 15 THIS SHEET 4"1> (MIN) HANGER ROD (TYPICAL OF 10) UNISTRUT PI000 CHANNEL TYP.' NOTE: ENTIRE GANOPY TO BE PAINTED PAINT PT 5. UNISTRUT CONNECTION BRACKET #P1358 "HAT SHAPE" STEEL SUBGIRTS (SMITH STEELITE) 24° 0.G- MAX 1/2° DO. COMPRESSION POST TIGHT TO STRUCTURE ABOVE PROVIDE FULL BFAR NG. (TYPICAL COMPRESSION STRUT) DOUBLE NUT ABOVE WIRES UNISTRUT PI000. SEE CANOPY FRAMING PLANS. WASHER, NUT AMD SPOILED THREADS ® UNSTRUT PI000 22 GA. DEEP RUN BTW. EA. STUD .12- UNIMAST. SCREW ®EA. STUD AND BETWEEN. EA. STUD = 8 O.G. CONT. PIECE, 3" x 14 GA. FLAT STRAPPING. PRE DRILL MIN. OVERSIZED HOLE OPPOSITE SIDE ONLY FOR SCREW INSTALLATION. 1/4" = 1' -0" I /4°m THREADED ROD SUPPORT W/ NUT AND WASHER. 1/4" 4' THREADED ROD SUPPORT W/ NUT AND WASHER. '1 1/2" : 1' -0 USE IA (MAST, TEK OR HILTI SELF- DRILLING, SELF - TAPPING. SCREWS. HAT CHANNELS UNISTRUT FRAME UNISTRUT FOR LIGHT TRACK METAL CANOPY SHIM /SPACERS LIGHT TRACK LIGHT FIXTURE DETAIL AT SUPPORT 22 GA. 3 5/8" METAL STUD "KIGKERS" 4' -0" O.G. (SEISMIC BRAGE.) ATTACH TO WOOD 20150 W/ 4 - #12 WOOD SCREWS 3 5/8 ", 22 GA. GALV. STEEL STUDS ®16" O.G. W/ 5/8 ", TYPE "X" GYP. BD., BOTH SIDES. PIECE 22. GA:, RUNNER, 2" DEEP, BETWEEN. EACH STUD. IINISTRUT P -1358 CONNECTOR W/ 4-1/2"0 & SPRING NUTS. UNISTRUT P -1000 "PURLIN" ®4-0" O.G UNISTRUT P -1000 "LEDGER". PLAGE (2) #12 UNIMAST OR TEK SCREWS, (I) EACH SIDE. OF PURLIN MEMBERS 44 4' -0" O.G. (I) #12 SCREW AT MIDPOINT BETWEEN FIJRLINS. WALL CONNECTION DETAIL 11/2" = 1' -0" UNISTRUT PI000 CHANNEL TYP. 24 ga.. CORRUGATED STEEL ROOFING PANELS (SMITH STEELITE EGONOLAP 1/2" X 30' OR E0.) CITY Of TUKWI A APPROVED DETAIL AT MAIN STRUT MAR 2 2 2002 AS NO ED SIMPSON U46 HANGER FOR 4 x y� 1 0000 044 b OR U38 HANGER FOR 3 x 8. � PIECE, L3 x 3 x I/4 x 5" LONG` DIk pECENED EXISTING CITY OF TUKVVILA ADD 4 x bOR. PERMIT CENTER x 8. DOUGLAS FIR #i TO MATCH EXIST. GLUE -LAM. ADD4x6OR 3 x 8. DOUGLAS FIR #I TO MATCH EXIST. (2)- 5/8 "0 A301 MACHINE BOLTS WITH WASHER EACH ■ SIDE AND NUT. SLOT COMPRESSION POST. OMIT SPLAY WIRES AND COMPRESSION FOR SPLAY WIRES AS REO'D. STRUT AT SIMPLE. HANGER SUPPORTS ROD CONNECTION @ BOTTOM CONNECTION @ TOP art &framing AARON BROTHERS I?"D S. 000UBOCH HUD - COMIEHLE,,CA 00022 PHONE (323) 725-0225 ARCHITECTURE - ENGINEERING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 60- 896 -3327 FAX:360 -891 -0535 JOHN W. JOHNSON, ARCHITECT _ i.i REVISIONS: A PERMIT A 0 A A A PROJECT N0: RY: z O O C\ E. GROUP 1170 9258.50 SHEET TITLE CANOPY DETAILS RMF KJM A7 3 4 02/26/02 AS NOTED ' 02/26/02 SORE N0: MEN'S WOMENS BREAKROoM OFFICE SALES AREA CANVAS WALL AND AISLE MAT F BOARD TOTAL AREA F -101/2 NESTING TABLES HEIGHT = 2'- 2 "/2' -8" F - 103 ALBUM FIXTURE HEIGHT = 4' -3" -104 TOMBSTONE FIXTURE HEIGHT = 4' -8 3/4" NOTE: THIS PLAN IS FOR REFERENCE ONLY. ALL FIXTURES BY AARON BROTHERS UNLESS OTHER!NISE NOTED. 102 CORRIDOR 103 WOMEN'S 104 MEN'S 105 BREAKROOM 106 OFFICE 107 FIT ROOM 108 ELECTRICAL ROOM SUPPORT AREAS 1,033 S.F. (Il %) 101 SALES AREA 5,203 S.F. _ (83 %) 6242 S.F. (100 %) LENGTH = 24' -0" OR 20' -0" (SEE PLAN) HEIGHT = 3' -0" HEI SHT = 3 II I F -6 NO SCALE AREA, TABULATIONS I I L SEE PLAN FOR ENDGAPS F -IG FIXTURE LEGEND NO SGALE F -1 FRONT WINDOW DISPLAYS HEIGHT = l' -l" F -4 FRAME WALL HEIGHT = 0 -4" F -5 MAT BOARD RACK HEIGHT = 8' -2 3/4" PRINT BINS HEIGHT = 4' -6" F -8 GASHWRAP HEIGHT = 3'-O" F-q FRAMING DESK F -I0 WORK TABLE HEIGHT = / -3 1/2" F -11 PRECUT MAT BINS HEIGHT = 5' -0" F -13 CENTER AISLE FEATURE TABLES HEIGHTS VARY F- 14/15 NESTING TABLES HEIGHT = 3' -0" ff 2' -6" 3 -16 PINWHEELS HEIGHT = 5' -0" F -12 H- FIXTURE HEIGHT = 0 -0" 3 -20 PORTFOLIO CART 3 -24 LOOSE PAPER MERCH. WALL F -26 LOOSE PAPER ENDGAPS HEIGHT = 6' -2" CITY OF TIKWILA APPROVED AIRBRUSH GLASS CASE HEIGHT = 0 -7" MAR 2 2 2002 AS CID L[3TRG DN'S03 canDeR E UWWli41A FEB 2 8 2002 F -21 LOOSE PAPER RAGKS me R HEIGHT = 6' -2" MADIX MADIX GONDOLAS (3 51-10WN) HEIGHT = 0 -6" ff 6' -0" SEPARATE PERMIT AND APPROVAL REQUIRED art &framing AARON BROTHERS GROUP INc ARCHITECTURE • ENGINEERLNG ENVIRONMENTAL SERVICES 18270 SE 22ND STREET VANCOUVER, WA 98683 360- 896 -3327 FAX:360- 897 -0535 JOHN W_ JOHNSON, ARCHITECT 1270 S. GOODRICH MD- COMMERCE. CB 8002 RHOFE (323) 725-8226 FEE REVISIONS: A PERMIT PROJECT NO: DRAWN: BY:: RMF 02/26/02 9258.50 SHEET TITLE FIXTURE PLAN AS NOTED F1.1 D 4 ' "' 02/26/02 DATABASE: AB -1 SPoRE NO: 4" TO EXISTING SANITARY SEWER A. SOIL, WASTE AND VENT LINES BREAKROOM PLUMB I N6 PARTIAL FLOOR PLAN PLUMBING FIXTURE SCHEDULE FLOOR DRAIN (FD) WATER HEATER (EWE INSINKERATOR MODEL UWL, 0.5 GPM, INSTANTANEOUS, 750W, 120V ELECTRIC WATER HEATER TO BE INSTALLED BELOW LAVATORY. ALL ESCUTCHEONS SHALL BE CHROME OR WHITE. WC WATER CLOSETS (WC) AMERICAN STANDARD #2216.100 "CADET E" FLOOR MOUNTED 17" HIGH VITREOUS CHINA 1.6 GPF, ELONGATED SIPHON JET ACTION BOWL AND CLOSE COUPLED TANK. CHROME PLATED 3/8" SUPPLY PIPE TO WALL WITH STOP VALVE, CHROME OR WHITE ESCUTCHEON AND FLEXIBLE RISER. OLSONITE WHITE MOLTEX SEAT, OPEN FRONT LESS COVER WITH CONCEALED CHECK HINGES. (AMERICANS WITH DISABILITIES ACT APPROVED TYPE) LOCATE WATER CLOSET CENTERLINE 18 INCHES FROM WALL AND HAVE 28 INCHES MINIMUM CLEARANCE FROM LAVATORY. FLUSH VALVE SHALL BE MOUNTED ON WIDE SIDE OF TOILET (OPPOSITE SIDE OF WALL). LAVATORIES (LAV) AMERICAN STANDARD #0355.012, 20" X 18" VITREOUS CHINA LAVATORY, FAUCET HOLES 4" CENTERS, INTEGRAL BACK, FRONT OVERFLOW, AND WALL HANGER WITH ADA APPROVED FAUCET SIMMONS MODEL #5 -61 —G, OFFSET 1 -1/4" TAILPIECE AND #2411.015 GRID STRAINER. CHROME PLATED FLEX ANGLE SUPPLIES WITH STOP VALVES. CHROME PLATED TUBULAR BRASS P —TRAP WITH CLEANOUT. (AMERICANS WITH DISABILITY ACT APPROVED TYPE)- PROVIDE CLEAR FLOOR SPACE UNDER LAVATORIES 29" H x 30 "W x 8" D AT TOP AND 9" H x 30" W x 17" D AT BOTTOM FRONT (TOE SPACE). JOSAM 30000 —S —Z SERIES OR EQUAL BY WADE WITH TRAP PRIMER IF REQUIRED BY LOCAL CODES. FLOOR DRAINS SHALL BE WATERPROOFED AS REQUIRED BY THE LANDLORD. HOSE BIBB (HB) WOODFORD MODEL #84 SERIES ANTI — SIPHON CLOSE COUPLED HOSE BIBB NEXT TO SINK FOR MOP BUCKET. PROVIDE WITH A REMOVABLE "KEYED" HANDLE. ALL PLUMBING FIXTURES SHALL BE FURNISHED AND INSTALLED WITH WATER SAVING VALVES AND FAUCETS, ETC. IN COMPLIANCE WITH THE STATE PLUMBING CODE. THIS CONTRACTOR TO CAP ALL UNUSED PLUMBING LINES ASSOCIATED WITH LEASED SPACE AS REQUIRED BY LANDLORD AND LOCAL INSPECTION AUTHORITIES. MEN'S WOMEN'S B. HOT AND COLD WATER LINES 0 TO EXISTING I" WATER SERVICE BREAKROOM 105 OFFICE' 106 VENTROOF TO SOIL, WASTE AND VENT LINES SCALE, NONE TO EXISTING SANITARY SEWER HOT AND COLD WATER LINES SCALE: NONE CITY Of TUKW ILA A,?PP.OiCO MAR 2 2 20132 2NILI) BUSL13tL'G DiViS`O cANI FEB 2 8 p082 pgkEiRlfitgAR SEPARATE PERMIT AND APPROVAL REDUIRED art &framing AARO B ILO TH'E RS 1.9 S. GOOOS[OH Bunk coeaeecK. 90022 PHONE (3.) 723-9220 ARCHITECTURE • ENG1NEE1ING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 60- 896 -3327 FAX:360- 891 -0535 JOHN W JOHNSON, ARCHITECT REVISIONS_ A PERMIT PROJECT N0: HACKED BY: GYOOP LNG ZJ oti HN (V JOHNSON JE OF WASHINGTON SHEET TITLE PLUMBING PLAN REGISTERED T pij 02/26/02 9258.50 AS NOTED 62/26/02 SYMBOL SCHEDULE DESCRIPTION CONDUIT UP +2 UNLESS NOTED CONDUIT DOWN CONDUIT EXPOSED (3 #12) 1 CIR., 1 NEUT. & 1 GRD. CONDUIT IN FLOOR (3 #12) 1 CIR., 1 NEUT. &'1 GRD. CONDUIT IN CEILING OR WALL (3 #12) 1 CIR„ 1 NEUT. & 1 GRD, CONDUIT. 2 CIR., 1 NEUT 4 #12 IN 3/4' & 1 GRD. IN 3/4 CONDUIT, 3 CIR., 1 NEUT. & 1 GRD. (IndbdeO4d11 �Et..cJU`6' o §o 5 #12 ISOLATED GROUND, PROVIDE (1) ISOLATED GROUND FOR EACH ASTERISK SHOWN HOME RUN PANELBOARD - MOUNT AT 6' -6" AF.F, TO TOP. JUNCTION BOX 20A. 125V. GROUNDING TYPE DUPLEX RECEPTACLE 20A. 125V, ISOLATED GROUNDING TYPE .DUPLEX RECEPTACLE. 20A, 125A. GM TYPE DUPLEX RECEPTACLE. 20A. 125V, ISOLATED GROUNDING TYPE FOUPLEX RECEPTACLE. SPECIAL RECEPTACLE, SEE NOTE LOW VOLTAGE BELL DOOR BELL SYSTEM TRANSFORMER LOW VOLTAGE PUSHBUTTON, MOUNT +48 A.F.F. LIGHT SWITCH TELEPHONE OUTLET MICROPHONE OUTLET COMPUTER OUTLET METAL HALIDE FIXTURE, TYPE 'A', CIRCUIT #Iln, FLUORESCENT FIXTURE TYPE "J ". CIRCUIT #4 AND SWITCH #a. MOTION SENSOR SWITCH CONTACTOR - MOUNT AT +60 A.F.F. TIME CLOCK - MOUNT AT +60" A.F.F. DUCT MOUNTED SMOKE DETECTOR. REMOTE FOR DUCT MOUNTED SMOKE DETECTOR_ ANNUN+60° NT AT AF CIATOR MOUF. .. ABOVE FINISHED FLOOR RANTIGHT WEATHERPROOF 12" ABOVE FLOOR UNE OF AREA WHERE SHOWN LOW VOLTAGE EXISTING TO REMAIN DOSPNG TO BE REMOVED. DISCONNECT SWITCH EXHAUST FAN im REVISIONS: Q PERMIT 0 "' __ RRFAKi I JI j 1G LEGTRIGAL ROOM 108 'L2' -16,18 OFFICE 106 'L2' -268 _ E - RTU -2 MI m win QU 2,4 EXISTING TRANSFORMER TO ' ®'L2'$8 B RE -USED Ci�13 � 'M'- 13,15,17 SALES AREA 101 ELECTRICAL STUB -UP (TYP. FOR 4 CONDUITS) L2'- 20,22,24 ELECTRICAL PONER PLAN I/8" = I' -O" m�llllllll��l COUNTER DETAIL M ANAGER'S OFFICE SCALE POWER — COUNTER DETAIL THIS CONTRACTOR SHALL FURNISH AND INSTALL A SINGLE (1) GANG OUTLET BOX FOR EACH DEVICE FLOOR DETAIL SCALE SCALE 3/4" PLYWOOD ISOLATE GROUND FOURPLEX RECEPTACLE. SEE 'KEYED NOTES 25 Do 00 27 m AND NONE GROUND TERMINAL (1/4- 20x1 -1/2" COPPER. STUD) ATTACHED TO COLD WATER PIPE WITH #6 AWG. 32 TELEPHONE BOARD DETAIL TELEPHONE BOARD TO BE MOUNTED TIGHT TO UNDERSIDE OF FINISHED CEILING NONE 3/4 "C -3 #10 THW + 1 #10 THW GRD. #2 SERVICE GROUND ROOF EXISTING 2 "C -(3) #3/0 THHN 'CU + 0) #4 C CU' GRD. CONTRACTOR TO EXTEND TO NEW PANEL LOCATION EXISTING 200A DISC. SWITCH WITH 2O0A FUSES AND METER BASE IN MALL ELECTRICAL ROOM FLOOR KEYED NOTES 0 T CONTRACTOR oNISH AND'. NSTALL 5) FI COMPUR CABES 4" CUR iOUTLET BO% IN COUNTER u (FURNIS HED NTRACTO BY COUNTER FUR SUPPLIER) I TO TELEP VE TERMINAL TE BOARD L LOCA TION A 3/ FIELD OND VERIFY IT F WN H AARON'BROTHERS REPRESENTATNE. COMPUTER CABLE SHALL BE ICC HIGH SPEED CAT 5 (4) PAIR #24 AWG TYPE CM /MP (UL) E116394- LL79301 CSA.TYPE PCC FT4.. LEAVE 15' -0" OF CABLE COILED AT OUTLET. a 0 a 0 m m m m m m m m m m m m m m m m m m m m m m m THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT, 10 DUPLEX RECEPTACLE AT +48" ABOVE FINISHED FLOOR., THIS CONTRACTOR TO FURNISH AND. INSTALL A 120 VOLT, 10 DUPLEX RECEPTACLE AT +18" ABOVE FINISHED FLOOR.. THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT, 10 G.FI. DUPLEX RECEPTACLE AT +42 ". ABOVE FINISHED FLOOR. THIS CONTRACTOR TO FURNISH AND INSTALL A. 208 VOLT; 10. NEMA 6 -2R RECEPTACLE AT 48" ABOVE FINISHED FLOOR FOR AIR COMPRESSORS, THIS CONTRACTOR TO FURNISH AND INSTALL A 120/208 VOLT, 10, 4 -WIRE NEMA L14 -20R RECEPTACLE AT +48" ABOVE FINISHED FLOOR FOR DRY MOUNT MACHINE. RECEPTACLE SHALL BE WIRED WITH (2) TWO CIRCUS WIRES,' (1) ONE NEUTRAL WIRE AND (1) ONE GROUND WIRE. THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT, 10 ISOLATED GROUND DUPLEX RECEPTACLE AT +42" ABOVE FINISHED FLOOR FOR COMPUTERS. OUTLET LOCATED AT +42" A.F.F. WITH THREE (3) CAT 5 CABLES EXTENDED TO THE TELEPHONE HOARD IN A 3/4" CONDUIT. LEAVE 25' -0" OF COILED CABLE AT EACH END, THIS CONTRACTOR TO FURNISH AND INSTALL A WALL TELEPHONE OUTLET BOX AT +48" ABOVE FINISHED FLOOR AND PULL CAT 3, (4) PAIR; 1124 AWG CABLE IN A 3/4 CONDUIT TO TELEPHONE TERMINAL BOARD LOCATION. FIELD VERIFY WITH AARON BROTHERS REPRESENTATIVE. LEAVE 5' -0" OF CABLE COILED AT OUTLET. THIS CONTRACTOR TO FURNISH AND INSTALL A JUNCTION BOX AT +48" ABOVE FINISHED FLOOR WITH 3/4" CONDUIT (WITH PULL WIRE) TO ABOVE CEILING FOR ALARM . SYSTEM KEY PAD (BY OTHERS). THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT, 10 DUPLEX RECEPTACLE (BLUE FINISH) ABOVE SHOW WINDOWS AT +13 ABOVE FINISHED FLOOR, NOT USED. THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT, 10 DUPLEX RECEPTACLE AT +42" ABOVE FINISHED ODOR. THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT, 10 ISOLATED GROUND DUPLEX RECEPTACLE IN COUNTER FOR CASH REGISTER (FIELD VERIFY) RECEPTACLE SHALL BE HUBBELL #IG52621. THIS CONTRACTOR TO FURNISH AND''. INSTALL A' 120 VOLT, 10 DUPLEX RECEPTACLE IN COUNTER (FIELD VERIFY). THIS CONTRACTOR TO FURNISH AND'. INSTALL (2). PNO CAT 3AND. (2) CAT 5 CABLES AND EXTEND TO TELEPHONE BOARD. LEAVE 25 -0" COILED CABLE AT OUTLET AND AT TELEPHONE BOARD.' I THIS CONTRACTOR TO FURNISH AND INSTALL A JUNCTION BOX WITH (2) TWO COMPUTER CABLES IN A 3/4 " CONDUO FROM COUNTER TO TELEPHONE ''TERMINAL BOARD. LOCATION. FIELD VERIFY WITH AARON. BROTHERS REPRESENTATNE. COMPUTER CABLE SHALL BE ICC HIGH SPEED CAT 5, (4) PAIR, #24 AWG, TYPE CM /MP, (UL) E116394- LL79301 CSA TYPE RCC FT4. LEAVE 2C -0 OF CABLE COILED AT OUTLET. THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT, 10 ISOLATED GROUND DUPLEX RECEPTACLE: IN COUNTER FOR COMPUTER PRINTER (FIELD VERIFY): THIS CONTRACTOR TO FURNISH AND INSTALL A 120' VOLT; 10' GROUND FAULT DUPLEX RECEPTACLE IN COUNTER FOR COMPUTER PRINTER (FIEF VERIFY). THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT JUNCTION BOX UNDER DISPLAY CASE FOR CASE LIGHTING. 'CONNECT TO HXRIRE FURNISHED BY CASE SUPPLIER (FIELD. MERRY) THIS CONTRACTOR TO FURNISH AND INSTALL A 120 VOLT; 1 PHASE GFI DUPLEX RECEPTACLE MOUNTED AT +24" A.E.F. FOR CONNECTION OF 750 WATT INSTA -HOT PLUG -IN WATER HEATER: THIS CONTRACTOR TO FURNISH AND INSTALL A 4 DEEP PLYWOOD TELEPHONE TERMINAL BOARD ('TAB'), WRH (2) 120 VOLT, 10'ISOIA. GROUND FOURPLEX RECEPTACLES MOUNTED ON BOARD AS DIRECTED BY AARON BROTHERS REPRESENTATIVE. CONDUIT FROM COUNTER, DISPLAY CASE. ETC. TO BE INSTALLED CONCEALED IN THE FLOOR TO THE NEAREST WALL THEN RUN UP TO STRUCTURE ABOVE. CUT AND PATCH FLOOR AS REQUIRED. OUTLET LOCATED AT +42' A.F.F. . WITH TWO (2) CAT 3 CABLES EXTENDED TO THE TELEPHONE BOARD IN A 3/4 CONDUIT. 24 LEAVE 25' -0" OF .COILED CABLE AT EACH END. 25 NOT USED. THIS CONTRACTOR TO FURNISH AND INSTALL A MICROPHONE OUTLET WITH A 3/4" CONDUIT (WITH PULL WIRE) TO MANAGERS OFFICE. MOUNT AT +42" ABOVE FINISHED FLOOR THIS CONTRACTOR TO FURNISH AND INSTALL A DOOR SIGNAL SYSTEM WITH BELL/BUZZER SIGNALS LOCATED IN MANAGERS OFFICE AND FIT ROOM. SE SPECIFICATIONS FOR PART NUMBERS. NOT USED, NOT USED NOT USED. THIS CONTACTOR TO FURNISH AND INSTALL A JUNCTION BOX AND ISOLATED GROUND DUPLEX RECEPTACLE 16" BELOW FINISHED CBUNG. THIS CONTRACTOR TO FURNISH AND INSTALL COAX CABLE FROM JUNCTION BOX TO WEARLEt HFdD QpL ROOF, VERIFY EXACT LOCATION OF ALL DEVICES WITH AARON BROTHERS REPRESENTATNE PRIOR TO INSTALLATION!) LU3t§ APPROVED NOT USED. MAR 2 2 2002 THIS CONTRACTOR SHALL VERIFY THE EXACT CONDUIT STUB -UP LOCATION WITH THE ARCHITECTURAL DRAWINGS O ED BROTHERS REPRESENTATNE FOR THE ELECTRICAL EQUIPMENT AT THIS LOCATION. STUB -UP CONDUITS V1Sio3. , THIS CONTRACTOR TO FURNISH AND INSTALL 41114, 1/2" CONDUIT TO THE • RAA' (REMOTE ALARM ANNUNCIATOR), LOCATED IN MANAGERS OFFICE. RTU -1 30A 1 1/4 "C -3 #4. THW 1 #8 THW GRD.. 1 "C -3#6 THW + 1 #10 THIN GRD. RTU -2 WALL MOUNT AT +7' -0" A.F.F. 60A W /UNISTRUT FRAME 2 "C -4 #1 /0 THW + 1 #6 THW GRD. 1/4"C-4#3 THW + SOLATED 1#8 THIN GRD. GROUND POWER I RISER DIAGRAM RECEIVED C(fYOFTUMW164 FEB 2 B 2002 NOT TO SCALE }NOTE: THIS RISER DIAGRAM REPRESENTS (AS: ACCURATELY A POSSIBLE) THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM, CONTRACTOR SHALL FIELD. VERIFY ALL SIZES OF EQUIPMENT, CONDUCTORS, FUSES, ETC. SIZES SHOWN ON THIS DRAWING SHALL BE CONSIDERED A MINIMUM ANY EXISTING EQUIPMENT CONDUCTORS„ FUSES, ETC..WHIGHH„ DO NOT MEET MINIMUM SHALL BE REPLACED. TO MEET MINIMUM FUSES FOR HVAC EQUIPMENT' SHALL 13CHERi`1itJIE- NAMEPLATE.DATA FUSE AMPACIN.SHALL NOT EXCEED CONDUCTOR AMPACIN PERMIT AND APPROVAL DIRED art &framing AARON BROTHERS I270 S. GOODRICH BUM cBBa�c= ra sacra eBBBZ (ass} 7� -azrc z z TH GROUP INC. ARCHFFEL;IURE - ENGINEERING ENVIRONMENTAL SERVICES 18270 SE 22ND STREET VANCOUVER, WA 98683 360- 896 -3327 FAX:36,891 -0535 JOHN W, JOHNSON, ARCHITECT ED H- 02/26/02 ELECTRICAL POWER PLAN RMF' NOTED 0'4./26/02 120/2062. 3 PHASE a MIRE 8Ru+CH CB, PLUG -ON. 92E AS e10. TED � .NQ SERVES 02 RECEPTACLES - GAMER AIR COMPRESSOR 02 RECEPTACLES - CASHIER 412 RECEPTACLES - FRAMING AREA SPACE DRY MOUNT 412 RECEPTACLES - FRAMING AREA SPACE Law 412 RECEPTACLES - FRAYING AREA RECEPTACLES - OFFICE 412 RECEPTACLES - GENERAL RECEPTACLES - OFFICE 02 RECEPTACLES - BMX ROOM RECEPTACLES - OFFICE 412 RECEPTACLES BACK ROOM RECEPTACLES - SHOW MNDOW 412 WRIER HEATERS TOTAL: 80.669 VA ( A x 0.25) + ( 20.000 VA x 0.25) + 80.669 VA = 85.669 VA CALCULATED LOADS PER CHAPTER 2 OF N.E.C. AMPERES 0 277/480V. 3 PHASE = 103 AMPS (AVERAGE) ' AMPERES 0 277/480V. 3 PHASE _ 104 AMPS (HIGH PHASE) RECEPTACLES - SHOW WINDOW 412 RM., - RESTROOMS /ELECT RM. RECEPTACLES - SHOW NiNmm 412 RECEPTACLES - TELEPHONE BOARD RECEPTACLES - SHOW WINDOW 412: RECEPTACLES - SECURITY SYSTEM RECEPTACLES - ROOF TOP UNITS 02 20 1 24 24 25 25 M 1 021. SPARE 0 100 100 WET.. SMOKE DETECTORS 02 20 I 26 26 27 M 1412 SPARE 0 O 0 SPARE 412 20 1 26 2B 29. 29 20 412 SPARE 0 O. O SPARE 412 20 t 30 30 31 31 20 1 02 SPARE 0 0 O SPARE 412 20 1 32 32 33 33 SPACE 0 0 0 SPACE 412 M t 3a 3a M 35 SPACE 0 0 0 SPACE 412 M 1 36 36 37 M SPACE 0 6,119 6,119 PANE..., 43 too 3 38 38 4 42 39 35 SPACE 0 5,620 5.820 41 35 SPACE 0 5,635 5...5 TOTAL CONNECTED LOAD ..159 11,360 11,655' BUS A 12159 VA ,BUS B: '11,360 VA CONTINUOUS LARGEST CONNECTED TOTAL N.E.0 , BUS C 11,655 VA 'LOAD: (tt) MOTOR LOAD: (LIE, LOAD COMPUTED LOAD: :TOTAL ' 35,174 VA ( 0 VA x 0.25) 4 ( .2.400 VA 'x 0.25) +, 35,174 VA = 35,774 VA ' CALCULATED LOADS PER CHAPTER 2 OF N.E .C., AMPERES O 120,, , 3 PHASE 99 AMPS (AVERAGE) AMPERES 0 120/208V, 3 PHASE _ 103 AMPS (HICI- SeiSEJ,I, AMP FRAME AIN BREWER: 200A PANEL M 217 /.0V.. 3 PHA.. a vnRE BRANCH CB, PLUS-ON. SIZE . INNICAIIEN my SERVES .,.P e c SERVES s m 17 2 5 70 3 44 TRANSFORMER 12,159 12159 0 SPACE 2 11,720 11,720 0 SPACE 4 4 12,495 12,495 0 SPACE 6 7 7 2 3 410 ROOFTOP UNIT -1 4,516 4,516 0 SPACE 6 8 4,516 4,516 0 SPACE 10 10 4,516 4,516 0 SPACE l2 12 13 13 5 17 65 3 B ROOFTOP UNIT -2 10,249 10,249 0 SPACE 10,249 10,249 0 SPACE 16 TES 10,249 10,249 0 SPACE 10 '18 TOTAL CONNECTED LOAD 26,924 26,405 27,260. BUS A 126.924 VA BUS B 126.485 VA CONTINUOUS LARGEST CONNECTED MT, KE.C. BUS C: 27,260 VA : (CL). OR LOAD: (LM LOA U : LOAD CONPUTEO TOTAL: 80.669 VA ( A x 0.25) + ( 20.000 VA x 0.25) + 80.669 VA = 85.669 VA CALCULATED LOADS PER CHAPTER 2 OF N.E.C. AMPERES 0 277/480V. 3 PHASE = 103 AMPS (AVERAGE) ' AMPERES 0 277/480V. 3 PHASE _ 104 AMPS (HIGH PHASE) ELECTRICAL LIaHTiNCB PLAN ,d11llllllllll lllIIIIIll 2/ #18 REMOTE SENSOR RTU -1 TSTATI LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER & CATALOG. NO. A. HOLOPHANE # PGRL- 100MH- 40150MH- 120V- T866- RRB -10' LEADS B LIGHTOLIER #8292WEBK MOUNT ON UN/STRUT C ARTEMIDE #TOLOMETO FARETTO WALL MOUNTED D LIGHTOLIER #26038WBKLS 6000 SERIES TRACK AND FITTINGS E LIGHTOLIER #8338- 61908K WITH MONOPOINT J LIGHTOLIER 8WH MOUNT ON. 17O 3) 8 TRACKS LIGHTOLIER #XTGVA340- 12050/03 ELECTRONIC BALLAST LIGHTOLIER #ST2SVA- 340 - 120 -03 ELECTRONIC BALLAST K NORA TRIM AND CAN NORA- NH120 -NM129 TRANSFORMER NORA NET - 105 -12 VOLT ONE REQUIRED FOR EVERY TWO LIGHTS NORA #NM- 127W -100F WITH TRANSFORMER NORA NET -150 ONE REQUIRED FOR EVERY 51X LIGHTS EM LITHONIA #6ELM2P -N WALL MOUNTED EMERGENCY LIGHT W /BATTERY BACKUP LITHONIA #LH2M- S- 3 -R -ELN EXIT SIGN AND EMERGENCY LIGHTS W /BATTERY BACKUP SEE DETAIL 15, SHEET A4.1.. GENERAL NOTES THIS CONTRACTOR SHALL' REFERENCE SHEET. A4.1 DETAILS' NO.12, 15 AND 16 FOR MOUNTING. DETAILS FOR LIGHT FIXTURES TYPES. " "B... AND "D 0 8/ #18' 4/ #18 REMOTE SENSOR 2/ #18 CL = CONTINUOUS LOAD O = LOCK -ON GRCUT BREAKER RTU -2 0 TSTAT2 0 4/ #18 LAMPS QTY. SUPPLIED BY VENTURE MP100 /C /V /27K 48 AARON BROTHERS CMH70 /TD /830/R7S 120 VOLT 23 AARON BROTHERS 100 WATT E -27 120 VOLT AARON BROTHERS 100 /PAR /H /FL 120 VOLT AARON BROTHERS 100 /PAR /H /FL 120 VOLT AARON BROTHERS MR16 AARON BROTHERS F32T8SP30 11 AARON BROTHERS 87 WATTS INPUT F32T8SP30 AARON BROTHERS 87 WATTS INPUT 050MR16/C/FL40 (EON) AARON BROTHERS 10WJC WITH HEAT SHIELD 18 AARON BROTHERS WITH UNIT LED LAMPS WITH UNIT GENERAL CONTRACTOR 2 GENERAL CONTRACTOR DETAIL NOT TO SCALE KEYED NOTES: (LIGHTING ,CONTROL SYSTEM RISER ONLY) O FURNISHED AND INSTALLED BY M.C MOUNT ON ROOF FACING NORTHERN SKY. 4/ #20 W /SHIELD RPSEN -OUT 'LCP' 115 VAC 12 -40 LIGHTING CONTROL SYSTEM RISER NOT TO SCALE (6) #22, AWG, - CLASS II CABLES, PLENUM RATED. 4/ #18 4/ #20 (1) - RINTER2424PSP (1) RCOV24SL (1) - RWPR115 (1) - RPCON3 -OUT WALL SENSOR ALARM SYSTEM PROGRAMMABLE SWITCH CL 0. CL tt KEYED NOTES 0 N 0 N N m m THIS CONTRACTOR, TO FURNISH AND INSTALL A OCCUPANCY SENSOR TO CONTROL LIGHTING FIXTURES IN THIS ROOM. MOUNT SENSOR ON WALL AS DIRECTED BY THE MANUFACTURER, SEE DETAIL 'A'. UGHDNG FIXTURES AND LAMPS (UNLESS INDICATED OTHERWISE) ARE TO BE PROVIDED BY AARON BROTHERS. THIS CONTRACTOR IS RESPONSIBLE FOR RECEMNG, INSPECTION FOR SHORTAGE OR BREAKAGE, STORING, PROTECTING FROM THEFT OR DAMAGE AND INSTALLING IN THE PROPER MANNER. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OTHER TRADES, 'SCHEDULES, CEILING SYSTEM, ETC. THIS CONTRACTOR TO FURNISH AND INSTALL A'JUNCTION BOX AND DISCONNECT SWITCHES FOR EXTERIOR SIGNS AND CONNECT TO PANEL INDICATED. FIELD VERIFY NUMBER OF CIRCUITS REQUIRED AND LOCATION OF OUTLETS WITH SIGN CONTRACTOR. CALL PAM GRAY AT AARON BROTHERS 323 - 725 -6226 TO VERIFY SIGN CONTRACTOR. ALL SIGNS REQUIRE SEPARATE PERMITS AND APPROVALS. SEE KEYED NOTE #20 ON SHEET E1.1 FOR. JUNCTION BOX FOR CASE LIGHTING (FIXTURE TYPE 'K' & 'C') FIXTURES. CONNECT EXHAUST FAN TO OCCUPANCY SENSOR. CONNECT NIGHT LIGHT CIRCUIT TO UNSWTTCHED CIRCUIT INDICATED. MOUNT TYPE 'L LIGHTING '.FIXTURES IN SHELVING UNIT. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING DETAIL. PHOTO CELL MOUNTED 12" ABOVE ROOF LINE (FACING NORTHERN SKY). USE G.H.W.C. AND CONNECT TO LCP SEE SHEET E1.3. THIS CONTRACTOR TO FURNISH AND INSTALL A LOW VOLTAGE TRANSFORMER (120 /24 VAC), TYPICAL FOR (3) THREE TRANSFORMERS (FOR CONNECTION OF TYPE 'L LIGHT FIXTURES). THIS CONTRACTOR TO INSTALL (18) TYPE 'L' LIGHT FIXTURES (FURNISHED BY AARON BROTHERS) COMPLETE. NOT USED THIS CONTRACTOR TO INSTALL PROGRAMMABLE SWITCH, WHICH IS PART OF THE G.E. LIGHTING CONTROL PACKAGE AND CONNECT TO ICP SEE SHEET E1.3. PAWL Lt 200 AMP FRAME 120/206V. CIRCUIT. SURF MAIN BRANCH LUG ONLY 11 15 17 21 15 17 25 29 29 31 31 3s 20 20 20 20 412 41z 412 02 412 SERVES LIGHTS - SALES AREA LIGHTS - SALES AREA LIGHTS - SALES AREA LIGHTS - SALES AREA LIGHTS - SALES 'AREA UCHTS - SALES AREA UGHTS - SALES AREA UCHTS - SALES AREA UGHTS - SALES AREA GHIS - DISPLAY UGHTS - DISPLAY UGHTS - DISPLAY SPARE SPARE SPARE SPARE SPACE SPACE SPACE 540 675, 540 405 675 810 810 810 950 665 1,419 1,440 1,110 2150 1.240 1,405 1,310 1.865 1.080 1,175 1,610 1:770 609 700 405 900,' 1.000 500 300 800 1,200 1.200 1.200 SERVES TIGHTS - BACK.. ROOM LIGHTS 'RESMOOMS /OFFICES LIGHTS - PUCK UGHTS - DISPLAY,. LIGHTS - TRACK UGHTS - TRACK LIGHTS - EMERGENCY UGHTS - FRONT CASES SIGN SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE 412 412 412 412 412 412 412 412 812 812 B1z 20 20 20 20 12 20 26 30 40 12 20 TOTAL CONN CT. LOAD 6.119 5.820 5.635 BLS A: 6,119 VA BUS B. 5,620 VA CONTINUOUS LARGEST CONNECTED TOTAL N.E.C. BUS C 5,635 VA : LOAD: (CO MOTOR LOAD: (aL) LEAP. COMPUTED LOAD: WTAL 17.574 VA ( 17,574 VA x 0.25) +' ( .x 0.25) + 17.574 VA = 21,968 VA CALCULATED LOADS PER CHAPTER 2 OF N.EC AMPERES O 277/480V, 3 PHASE. _ 61 AMPS (AVERAGE) AMPERES 0 277/460V. 3 PHASE. _ 63 AMPS (HIGH PHASE) 4 AD = CONTINUOUS LO = LOCK -ON CIRCUIT BREAKER CL = CONTINUOUS LOAD 0 = LOCK -ONs CRCUIT CL 0 CL CL 0 CL CL CL erryWifilut G OR PF/ /TTI ,AND APPROVAL REQUIRED fF Of TIIK# IAA FT IT V'1 L� 2 2 2 n2 s 900CC art &firaming AARON BROTHERS ARCHPfECTQRE ENGINEERING ENVIRONMENTAL SERVICES 18210 SE 22ND STREET VANCOUVER, WA 98683 360 - 896 -3327 FAX:360 -891 -0535 JOHN W. JOHNSON, ARCHITECT REVISIONS: A PERMIT A 0 A A A A A PROJECT NO: z W . H O EM z ® ELECTRICAL LIGHTING PLAN CBS .LED IMO S.. 000nafcs BEEK COMMENCE. G 90022 PHONE (3e3)MMI -6226 I!l r . GROUP Mc Q 0_ � Q W )— LLJ J H— CD 0 LET SHEET TITLE R KJM 9258.50 SCALE 0 T NO. E1.2 02/26/02 AS NOTED 02 /26 /0 2 DATAIiA88: AB -1 STORE N.