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Home My WebLink AboutPermit D10-315 - WESTFIELD SOUTHCENTER MALL - BUCKLE - TENANT IMPROVEMENTBUCKLE 681 SOUTHCENTER MALL D10 -315 City oilTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 681 SOUTHCENTER MALL TUKW Suite No: Project Name: BUCKLE Permit Number: D10 -315 Issue Date: 02/04/2011 Permit Expires On: 08/03/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: ALBERT GARCIA Phone: 210- 545 -1907 Address: 12915 JONES MALTSBERGER - SUITE 302 , SAN ANTONIO TX 78247 Contractor: Name: ROYAL SEAL CONSTRUCTION INC Address: 124 MCMAKIN RD , BARTONVILLE TX 76226 Contractor License No: ROYALSC093RJ Phone: 817 491 -6400 Expiration Date: 01/15/2012 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO INCLUDE PARTITIONS, MECH., ELECT., PLUMB. AND FINISHES. THE STORE IS BEING COMPLETELY REMODELED. (DEMOLITION WORK TO BE COMPLETED UNDER D 10 -323.) Value of Construction: $240,000.00 Fees Collected: $4,338.89 Type of Fire Protection: SPRINXLERS /AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10 -315 Printed: 02 -04 -2011 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined thi .f ermit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this pe Signature: Date: 2 .--24-t Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: IBC -7/10 D10-315 Printed: 02 -04 -2011 13: All electrical work shall be inspected a proved under a separate permit issued byeCity of Tukwila Building Department (206- 431- 3670). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mrn) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) doc: IBC -7/10 D10 -315 Printed: 02 -04 -2011 29: Emergency lighting facilities shall be aced to provide initial illumination that is at l average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 30: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051.(ALL FIRE ALARM COMPONENTS TO BE TIED TO THE MAIN MALL FIRE ALARM PANEL.) 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 36: 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 #2051) (IFC 104.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: Post store address on storefront per approve Westfield standards. 40: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 41: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10-315 Printed: 02 -04 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION " Site Address: Tenant Name: 2800 SOUTHCENTER MALL - #E552 Buckle (The Buckle,Inc.) Property Owners Name: WESTFIELD c/o DANYULE BRAKUS. Mailing Address: 2800 SOUTHCENTER MALL King Co Assessor's Tax No.: Suite Number: #E552 Floor: 1 of3 New Tenant: ❑ Yes ® .. No TUKWILA WA 98188 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: ALBERT GARCIA Mailing Address: 12915 JONES MALTSBERGER, SUITE 302 E -Mail Address: ALBERT.GARCIA @BUCKLE.COM Day Telephone: (210) 545 -1907 SAN ANTONIO TX City State Fax Number: (210) 545 -9517 78247 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD XjFj �`i / 5_61 % Mailing Address: TBD 2- / C ylet 1( -) Contact Person: TBD E -Mail Address: TBD t.�t�• - Contractor Registration Number: TBD t. �11�7Z(o Day Telephone: ( 0 �JC3l°l - ` 4q0 Fax Number: City State Expiration Date: S - 2-0 O ( ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: MICHAEL R. BLACK, AIA Mailing Address: 3100 E. RANDOL MILL Contact Person: Bryan Boggs ARLINGTON TX 76011 E -Mail Address: BBoggs @pdmsdesign.com City State Day Telephone: (817) 633 -4200 Fax Number: (817) 633 -4153 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: DANIEL A. REEVES, P.E. Mailing Address: 3100 E. Randol Mill Rd Contact Person: DANIEL A. REEVES E -Mail Address: BBoggs @pdmsdesign.com H:\Applicanons \Fortes- Applications On Lme\2010 Apphcatfons\7 -2010 - Permit Application.doc Revised: 7 -2010 bh Arlington TX City State Day Telephone: (817) 633 -4200 Fax Number: (817) 633 -4153 76011 Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 240,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): DEMO /REMOVE EXISTING NON - STRUCTURAL PARTITIONS, FINISHES, MECH., ELECT., AND PLUMBING - AS NEEDED FOR BUCKLE REMODEL. NEW WORK TO INCLUDE PARTITIONS, MECH., ELECT., PLUMB., AND FINISHES. THIS IS A TENANT IMPROVEMENT PROJECT. EXISTING STORE IS BEING COMPLETELY REMODELED. Will there be new rack storage? Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 0 *For an Accessory dwelling, provide the following: Lot Area (sq ft): 0 Floor area of principal dwelling: 0 Floor area of accessory dwelling: 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of ' Construction per IBC Type of Occupancy per IBC la` Floor 5,057 5,057 0 0 IIB M 2nd Floor 0 3rd Floor 0 Floors 1 thru 1 Basement 0 Accessory Structure* 0 Attached Garage 0 Detached Garage 0 Attached Carport 0 Detached Carport 0 Covered Deck 0 Uncovered Deck 0 PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 0 *For an Accessory dwelling, provide the following: Lot Area (sq ft): 0 Floor area of principal dwelling: 0 Floor area of accessory dwelling: 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers m Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED HIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF ASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: Print Name: ' LBERT GARCIA Mailing Address: 12915 JONES - MALTSBERGER #302 Date: 11/15/2010 Day Telephone: 210.545.1907 SAN ANTONIO TX 78247 City State Zip IDate Application Accepted: 1 t _ kq to i Date Application Expires: Staff Initials: H:\Apphcauons \Forms- Appbcauons On Line \2010 Applications \7 -2010 - Permit Apphcauon.doc Revised: 7 -2010 bh Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 9202470010 Permit Number: D10-315 Address: 681 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/18/2010 Applicant: THE BUCKLE Issue Date: Receipt No.: R11 -00083 Payment Amount: $2,631.40 Initials: JEM Payment Date: 01/14/2011 09:47 AM User ID: 1165 Balance: $0.00 Payee: ROYAL SEAL CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 099862 2,631.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,631.40 2,626.90 4.50 doc: Receiot -06 Printed: 01 -14 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone : 206-431-3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT ParcelNo.: 9202470010 Permit Number: D10 -315 Address: 681 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 11/18/2010 Applicant: BUCKLE Issue Date: Receipt No.: R10 -02349 Payment Amount: $1,707.49 Initials: WER Payment Date: 11/18/2010 12:08 PM User ID: 1655 Balance: $2,631.40 Payee: BUCKLE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 645097 1,707.49 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,707.49 Total: $1,707.49 doc: Receiot -06 Printed: 11 -18 -2010 „1:71.+Ia9 tR.:.,.. .. prr x . rs;' +s.!-FC w r•- k,•- -- r - - s•rn*: .- -:or.:.., :r.- r.7+:... 1,-;:., . t _ �+ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. C.-‘4: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 to -315 Projeci U C Type of Insp 1 i tf � 40 ` (4 ,1 Address: (` ( . , _ [ ] C XI( /t t Date Called: 5 ecial instructions: p Date Want ed: -(j ' (( a.m. .� p.m. Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Insrtr Date - (0 I ( I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 63.00 SouthcenterrBlvd.. Suite 100. Call to schedule reinspection. "TT: !.�T� 7`.r,7 s;r fi —F -"."'.'"'I, -.r .7.0.7 • -. g.7 .t•y�.ti.•i- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 f •ulr* : aaT'` PERMIT N0. P . r o v c --I� TYPe Igs�pe/ction a t t t Address ( C C, �t �p I f Dated: 6u413, Special Instructions: 04.3 1 1 — d ( Date Wanted ^' ' ( --- �mr„ Requester: Phoo _3cg9 ,4 A0 EApproved per applicable codes. Corrections required prior to approval. COMMENTS: " o ‘0.r- 1 bA-v5 ``tom 0D" Co 3J5`,-.eSj Inspector kA), Date: 4 - 1 — (f . I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. t{il INSPECTION RECORD Retain a copy Iwith.perhniit INSPECTION NO. - PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: Address: ,n19 11- Date Called: _;/ Special Instructions: /2— /L/0011 Y� 5'�a/ Date Wanted: -2— 3D-- // P.m. Requester: Phone No: 9Vi - ..7-9419C) Approved per applicable codes. COMMENTS: aCorrections required prior to approval. ( 1 PECTION FEE REQUIR`D. Prior o next inspection, fee must be • at 6300 Southcenter Blvd., Suit= 100. Call to schedule reinspection. r. ti INSPECTION RECORD Retain a copy with permit DtQ- 3tS INSPECTION NO.. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le-• . 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 ,Projec • 1 Type of Inspection: t i Pf'iD C 1 Li N.J. Address: { e- { YA d,,. Date Called: Special Instructions: • Z. a Date Wanted: 3`-- 2 g"'--t t a: m. P.m. Requester: - Phone No: Approved per applicable codes. 1 COMMENTS: aCorrections required prior to approval. Date: -2-13--t E., SPECTION FEE REQ IRED. Prior o next inspection. fee must be at 6300 Southcenter Blvd.. Suite 00. Call to schedule reinspection. •1+p 1 --. -s -�.'Y Y • 7FVn-rikl,v ;IF:;",..ji-: ii .. Y!F' rye-. 3 F 4tio INSPECTION RECORD • Retain a copy with permit INSPECTION NO. . • PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 12— : 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3676 . Permit Inspection Request Line (206) 431 -2451 . Projec e_ALE JJ Typg of I n s .M1 n \r • / P Ill f C �y 1 ►r, Addres ! se.. y e �j J' ,Vl `�'( Date, Called: Special Instructions: 0111\ E( . Date Wanted: �% 3 ' `'` �... p m' . Requester: Ph eN � v q ,31q � . 144 Approved per applicable codes. Corrections required prior to approval. O r7 REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be paid at 6300 Southcenter Blvd..Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECT r ON NO. PERMIT NO. lit- CITY.OFTUKWILA BUILDING DIVISION ° ., 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projeg C_LQ Type of rs cO C Address: r 3 ( e ' �L Date lam, Special Instructions: / Date Wanted: 3 - 2-4 _ 1/ `a �y p.m. Requester: Phone 4 o —311 -- 4 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: •1 nspejtor: • • Date n REINSPECTION FEE REQUIRED. Prio¢ to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 0. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPBtrI0N NO. PERMIT NO. -CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: B x a - Type o Inspection: // lla . z i i4 io Address: 8 44 L Date Called: - Special Instructions: Date Wanted: — /D --/ / p. • Requester: Phone No: D -- 39 '5i Wie -1 ' Approved•per applicable codes' rr Corrections required prior to approval. 6 I ►r''`e ilepttr-r* 1 Step ltli./ 4,4 d Insp 2tor: Date: ri REINSPECTION FEE REQUIRED. Pb-ior to next inspection. fee must be paid at 6300 Southcenter Blvd.: Sui a 100. Call to schedule reinspection. St , -Se .° �:.� ... Q MOVE. O.t'1. nor A i 1Ane ar '-•..r is r.i r :r- , X r. parr 4 ..Z r:'. --r- 9 0 r• INSPECTION N0. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 12- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3f�7U Permit Inspection Request Line (206) 431 -2451 Project: Cr Li _,' Type of Inspection: g "r-M , n Ad . ress: f Date ad: id: , , ) Special Instructions: . Date Want a.m. Requester: Phone No: 99- °1414 0 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: fi 1 I ' / (; :- — I.) f _ • 1 C A '") 1 f o- - • ✓ "+.. ? Inspectr: t, � t ‘.J t Date ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit. INSPECTION NO. PERMIT NO. -. • CITY OF TUKWILA BUILDING DIVISION �' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • u• Projec . Type o spection. I A 6 - - - Address: f.. Jj �,�, / (21. ' �..JJu ` �-r -i..._ Date Called: Special Instructions: - - Date Wanted: a.m. Requester: Phone No: �-31I -944 0 Approved per applicable codes: Corrections required prior t� approval: COMMENTS: p AI , i / 4 v r4- rr I--- J ti (Ai 44j A , t �l S �� I ?(A v- r` i . ,J R 1Date2 I yr ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. acirralleoMpiew • 44.42X6 - ..:'Y�4++t"T'L7 I INSPECTION RE -CORD Retain a copy with permit INSPECTION NO. PERMIT NO I,+ • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: t Type of Inspection: V t ii"°i1C Address: � / (i (I SC. J11'�L -�[._ Date Callecd: Special Instructions: Date Wanted r -'1 2 �l 1 '—ir -�— ,;,,.m^ P.m. Requester: 1 a t • ' jilj. epd. Pho Nod 3'75 .---141 0 ElApproved per applicable codes. • OCorrections required prior to approval. . COMMENTS: -1-- I ,--4 f d J, ..i 0 n 1 1 `. / P S iAC3 1 a t • ' jilj. epd. `' - c. _ r.�,f -. >r, oP A Leal a C tnspe or: _ j� Date I- d , , ' El REINSPECTION FEE REQUIRED. Prior to next inspection: fee must be.. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Tenaro: •Y!G• =ft 76-: ,...y. •:s'.a r. .xi. ,...•�� • •.r•:•cc'A INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ) o 3t3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206 - 575 -4407 Project: ; Sprinklers: Fire Alarm: Type of Inspection: r vc_ - Address: Suite #: (r---) ` '> 1 . �_ , '1 '1. r.\ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:;, -n- J Date: Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit % -31.5 \\ -5 -�� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575- Pro'ect: 14,‘,.) c\d Sprinklers: Type of Inspection: ?■( C..N).--, c Address: Suite #: (2 S ( 5, L,CY)s \1 Contact Person: , \0 Special Instructions: Phone No.: 76lo - (Q( ,0 - 1 -15 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm:- Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: yr :: , o C 4' •6 ! w^. P i Y� . ,.L 0 V. C \_v`'- Y„ *r `' Needs Shift Inspection: Sprinklers: Fire Alarm:- Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: \ Ev,A 5 y Date: ,` 1 Hrs.: \ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit G 3 2_ \kiL, Dfo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: it s- d--- Sprinklers: T • YPt y b to /COv -tr—" Contact Person: Address: 6 0 Suite #: S • 6. . Am-t.. L Special Instructions: Pre-Fire: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: s- d--- Sprinklers: Fire Alarm: gt5 - a Nis ©,J G. 41105 • Pre-Fire: Permits: Occupancy Type: PO I) A-M iV 1 Q r 1.--o -C v 04 \ /1A i4 . iJ l ,, 's'. , __. `a /0 06 - . - /l cy -- S Io /sr aJC 751 Needs Shift Inspection: s- d--- Sprinklers: Fire Alarm: Hrs.: 6\ Hood & Duct: Monitor: . • Pre-Fire: Permits: Occupancy Type: Inspector: s- d--- Date: 3/,//// Hrs.: 6\ $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 April 1, 2011 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com s''o co .4 0 Final Letter City of Tukwila Building Department 6300 Southcenter Blvd Suite 100 Tukwila Washington 98188 -2544 Project: Buckle Store Permit NI.41 be ,., D,10 -315 Address: 681 Southcenter Blvd Job Number: 11 -0131 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Welds Sincerely, OTTO ROSENAU & ASSOCIATES, INC. eanne L. Parvin fax c: Royal Seal Construction OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 134867 Project: Address: Client: Buckle Store 681 Southcenter Blvd, Tukwila Royal Seal Construction CONSTRUCTION INSPECTION REPORT Permit Number: Job Number: Client Address: D10 -315 11 -0131 124 McMakin Rd, B 00" tst s A`- 1p11 Do Inspections Performed Proprietary Anchors: Steel Decking Other (specify): • Anchor Bolt Installation Structural Steel Fabrication • Epoxy Grouting (Rebar / Bolts) Structural Steel Erection Inspector and Date Remarks John Reeder 3/11/2011 On site to inspect the 3/16" fillet welds for the 3 mechanical openings in the roof and the 1/8" fillet welds for the % "x1" stiffeners at the openings at P/35.2, S/34.5, & T/35. The contractor will fax the front and back of the welder's WABO card to Otto Rosenau & Associates, Inc.'s office. Inspected to the City approved plans and AWS D1.1. Conforms Note from office of Otto Rosenau & Associates, Inc.: Received via fax from Commercial Welding & Fabrication, Inc. on 3/14/2011, a copy of the WABO certified welder card for Dale L. Wolfe, #W08748, expires Jan 1, 2012. Copies to: X Client Engineer Owner Contractor Architect X Building Dept. Others Technical Responsibility: lLjf Rabe, Project Manager 1 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: INSP -63 -04 LT (Rev 11/08) 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary. PRJSUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address South Center Mall Date 11/11/2010 2800 South Center Mall Space p E552 For Building Department Use Tukwila, WA 98188 Applicant Name: The Suckle Applicant Address: san Antonio, Tx 78247 Applicant Phone: 210 -545 -1907 FILE COPY Permit No. 9."rMrnvml is subiect to errors and omissinrs. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2011 City of Tukwila BUILDING DIVISION RECEIVED NOV 182010 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address South Center Mall Date 11/11/2010 2800 South Center Mall Space # E552 For Building Department Use Tukwila, WA 98188 Applicant Name: The Buckle Applicant Address: saa Antonio, TX 78247 Applicant Phone: 210- 545 -1907 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition -' Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Q Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area BUCKLE RETAIL SALES 1.50 5057.0 7585.5 SALES DISPLAY SALES DISPLAY AREA 1.50 4945.0 7417.5 SALES C3 - ENTRY DOWNLIGHT 4 75.0 300.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 15003.0 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed SALES Cl - DISP WIND TRACK HEAD - EXEMPT -DISP WIND 4 SALES C2 - SALE TRACK HEAD 4 75.0 3 0 0. 0 SALES C3 - ENTRY DOWNLIGHT 4 75.0 300.0 SALES C4 - ADJUSTABLE WALL WASHER 3 75.0 225.0 SALES C5 - ADJUSTABLE DOWN LIGHT -MB 27 72.0 1944.0 SALES C6 - PENDANT COMP. FLUOR 3 42.0 126.0 SALES C7 - RECESS LIGHTING 2 50.0 100.0 SALES /STOCK RM /OFFICE D & D1 - STRIP FLUORESCENTS 20 58.0 1160.0 SALES F1 - STRIP FLUOR - EXEMPT DISP WIND 6 SALES Ml - MH DOWN LIGHT - ELEC. BALLAST 54 78.0 4212.0 SALES M2 - DISP WIND TRACK HEAD - EXEMPT -DISP WIND 5 SALES M3 - SALES DISPLAY TRACK - MH 130 50.0 6500.0 TOILET RM N - BATHROOM LIGHT 2 60.0 120.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 14987.0 Notes: 1. For proposed Fixture Description, indicate fixture type, Tamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. • y. 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)''" 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments', restaurants /barns 1.3 Post office Retail , retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.1 1.5 Dormitory 1.0 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference/exhibition hall3,4 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Main floor building lobbies3 (except mall concourses) 1.2 Manufacturing facility 1.3 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. PLUMP ENGINEERING INC. Client: Project: Location: FILE COPY Permit No. mithiar9 to errnM and nm!P "'f`•r". STRUCTURAL CALCULATIONS Buckle Tukwila, Southcenter Space No. E552 2800 Southcenter, Tukwila, WA 98188 Building Code: 2009 IBC Plump File No: 101254 By: N.N. Date: January 4, 2011 REVIaihU FOR CODE COMPLIANCE APPIIMVED FEB 0 3 2011 Revisions: These calculations not valid unles signed and sealed in space above. CORRECTION LTAO._.....�.....� crrvISFIu JAN 19 2011 PERMIT City of Tukwila BUILDING DIVISION 10 X15 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385 -1835 Fax (714) 385 -1834 IlU111 EMOINE EEIMC IIIC. Plump Engineering, Inc. 13210 Florence Avenue Santa Fe Springs, CA, 90670 562- 777 -0983 FAX: 562- 777 -9613 RichardPlump @ Peica.com Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.45824 Longitude = - 122.25514 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.422 (Ss, Site Class B) 1.0 0.487 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.45824 Longitude = - 122.25514 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.513 Period Sa (sec) (g) 0.2 1.422 (SMs, Site Class D) 1.0 0.737 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.45824 Longitude = - 122.25514 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.513 Period Sa (sec) (g) 0.2 0.948 (SDs, Site Class D) 1.0 0.491 (501, Site Class D) Latitude and Longitude Finder - get map coordinates Page 1 of 2 batch eo map addresses I map coordinates 1 premium services I features I bloq Below you can enter in an address to be validated /geocoded for latitude and longitude coordinate information. 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It's like doing O.C. at 90% off! www.Groupon.com /orange -coun Reverse Address Lookup Get Current Name & Phone Number. Find Anyone. Current and Accurate. ReverseAddress.P, Free Cell Phone # Lookup Lookup Any Cell Phone Number And Get Free Owner Information FreePhoneTracer.com Ads by Google Why use this tool? Latitude and Longitude Finder - retrieve map coordinates from any address in the world. Locate addresses fast - instant map and coordinate display, no page refreshes. International Map Coordinates - Lookup coordinates worldwide at the zip, state, city, and address level. Yahoo! Geocoding service uses high quality commercial datasets, much better accuracy and coverage than other free geocode systems that use TIGER data. Quick Multiple Address Mapping using our =ogle maps tool Try our bulk Reverse Geocodinq Service, useful for getting an address from latitude /longitude coordinates (U.S., Canada, and Europe.) http: / /www.batchgeo.com/lookup/ 1/3/2011 PLUMP ENGINEERING INC. VERIFY CURB DIMENSIONS WITH MECHANICAL CONTRACTOR ROOF TOP UNIT (SEE MECH.) ROOF CURB l„ CORN E 3/16 TYP 1/4! ANGLE PER PLAN (NOTCH VERT. LEG) SUPPLY & RETURN DUCT NOTE: CONTRACTOR TO MAKE CERTAIN THAT ROOF TOP UNIT IS PLACED ON JOISTS DESIGNATED FOR SUPPORTING H.V.A.C. 3/16 OPENING AT JOIST UNIT SUPPORT DETAIL METAL DECKING WELD TO FRAME OR PREFABRICATED CURB TYP. PER PLAN IMMO FOR JOIST SIZES SEE PLAN OF JOIST OPENING BETWEEN JOISTS 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385 -1835 Fax (714) 385 -1834 COMP ENeINFFlINO INC. Plump Engineering, Inc. 914 E. Katella Ave., Second Floor Anaheim, CA 92805 714- 385 -1835 Fax: 714- 385 -1834 LATERAL ANALYSIS: Non - Structural Unit Weight = 750 lb -+ 41.67 psf Width = 3.00 ft Length = 6.00 ft Height = 3.50 ft 2009 IBC - Seismic Load Fa = 1.00 Ss = 1.42 Sms = Fa x Ss = 1.42 Sds = 0.67 x Sms = 0.95 Fp(max) = 1.6Sds Ip Wp = Fp = 0.4apSdslp(1 +2z/r) /Rp Wp = Fp(min) = 0.3Sdslp Wp = Ip = 1.0 Rp = 6.0 ap = 2.5 1.52 Wp 0.47 Wp 0.28 W z = 22 r = 22 ACSE 7 -05 eq. 13.3 -2 ACSE 7 -05 eq. 13.3 -1 ACSE 7 -05 eq. 13.3 -3 DESIGN SEISMIC COEF. = 0.47 W x 0.7 = 0.33 W (ASD) F = 2491b 2009 IBC - Wind Load P = gZGCf = 0.00256K=KnKdV2I h = 25 KZ = 0.94 Krt = 1.00 Kd = 0.90 V = 85 I = 1.00 Eq. 6-28 ASCE 7 -05 Exposure C qh = 15.65 psf G = 0.85 Cf = 1.30 P = 17.29 psf Af = 21.00 ft` F = 3631b Overturning Lateral = 363 Ib Movertuming = 635 lb -ft Montane = 675 lb-ft > 635 lb -ft -. No Uplift on Overturning Sliding Lateral = 363 Ib Weld Size = 3/16 in L req'd = 0.13 in -+ Use (1) 2" Weld per Corner 'MVP MI11E1111 INC. Plump Engineering, Inc. 13210 Florence Avenue Santa Fe Springs, CA, 90670 562- 777 -0983 FAX: 562- 777 -9613 RichardPlump @ Peica.com LATERAL ANALYSIS: Soffit Brace DETERMINE LATERAL FORCE ON ELEMENTS: Fa = 1.00 Ss = 1.42 Sms = Fax Ss = 1.42 Sds = 0.67 x Sms = 0.95 Ip = 1.0 Rp = 1.5 ap = 1.0 z= 12 h= 12 Fp= 0.4apSdslp(1 +2z/h) /Rp Wp = 0.76 Wp eq. 13.3 -1 ASCE 7 -05 Fp= 1.6Sds Ip Wp = 1.52 Wp eq. 13.3 -2 ASCE 7 -05 (NOT GREATER THAN) Fp= 0.3Sdslp Wp= 0.28 W eq. 13.3 -3 ASCE 7 -05 (NOT LESS THAN) ACTUAL DESIGN SEISMIC COEF. = 0.76 W x 0.7: 0.53 W (ASD) Hanging Soffit Length = 24.00 ft Width = 24.00 ft Weight = 8.00 psf Total = 4608 Ib Seismic = 4608 Ib x Braces = 6 per direction Load = 408 Ib per brace 0.53 = 2446 Ib Connection 3-#10 = 563 Ib > 408 Ib OK! 1 /4 "o M.B. = 1178 Ib > 408 Ib OK! Results for LC 1, Lateral Plump Engineering, Inc. NN 101254 Tuakwila, Buckle - Soffit Brace SK -1 Jan 4, 2011 at 1:44 PM 101254.r3d -.408k Loads: BLC 1, DEAD LOAD Results for LC 1, Lateral Plump Engineering, Inc. NN 101254 Tuckwila, Buckle - Soffit Brace SK -2 Jan 4, 2011 at 1:45 PM 101254.r3d Loads: BLC 1, DEAD LOAD Results for LC 1, Lateral Plump Engineering, Inc. NN 101254 Tuckwila, Buckle - Soffit Brace SK -3 Jan 4, 2011 at 2:48 PM 101254.r3d HBrace: MI Shape: 3625137 -33 Material: A570_33 Length: 8.485 ft 1 Joint: N1 J Joint: N2 .008 at 0 ft Dz in LC 1: Lateral Code Check: 0.141 (bending) D y in Report Based On 97 Sections -.574 at 0 ft Yt'bkj'�C�yr'"'�`'y'a�"'°'txr .K p3 =g„K �s"'Z.�' .003 at 0 ft . Vz -4../ ' rte' 3� ' �; �� ,, �� f }., Vy k -.001 at 8.485 ft -.578 at 8.485 ft T k -ft Mz .008 at O ft + 4 . of ` My k -ft ' k -ft -.002 at 5.922 ft -2.431 at 0 ft fa `e "" � I„y :, ksi 9;x W �.� ,, ,� it ,�^i. ��r p1 q ,�, �. f � .361 at 0 ft ft ksi a. i r ,�. `� fc ks i ," -.361 at 0 ft -2.451 at 8.485 ft AISI NAS -01: ASD Code Check Max Bending Check 0.141 Max Shear Check 0.003 (y) Location 0 ft Location 0 ft Equation C5.1.1 -1 Max Defl Ratio L /10000 R (c3.1.3) Not Used Fy 33 ksi Y -Y Z -Z Pn 1.385 k Lb 8.485 ft 8.485 ft Tn 7.788 k KUr 203.647 71.472 Mny .09 k -ft Sway No No Mnz .728 k -ft L Comp Flange 8.485 ft Vny 1.638 k Taub 1 Vnz 1.573 k — Cb 1 HBrace: M1 Shape: 3625137 -33 Material: A570_33 Length: 8.485 ft I Joint: N1 J Joint: N2 LC 1: Lateral Code Check: 0.775 (bending) Report Based On 97 Sections in in Dy Dz -.009 at 1.945 ft .58at0ft 003 at O ft k A 'gym ,V ti , l x { k k VV i -.002 at8.485ft Vz .575 at 8.485 ft .002 at O ft k My k t -ft ,fix T k -ft -ft -.004 at 4.685 ft 2.457 at 0 ft .184 at4.685ft ,.�.��. fc ksi ft ksi -.184 at 4.685 ft „�' e �. ' V u,wls�' � 117p CC °, ` r� r�FF ' i , +" u' ,w!, )'. t ksi fa 2.436 at 8.485 ft AISI NAS -01: ASD Code Check Max Bending Check 0.775 Max Shear Check 0.003 (y) Location 4.508 ft Location 0 ft Equation C5.2.1 -1 Max Defl Ratio U10000 R (c3.1.3) Not Used Fy 33 ksi Y -Y Z -Z Pn 1.385 k Lb 8.485 ft 8.485 ft Tn 7.788 k KUr 203.647 71.472 Mny .109 k -ft Sway No No Mnz .253 k -ft L Comp Flange 8.485 ft Vny 1.638 k Taub 1 Vnz 1.573 k — Cb 1 PLUMP ENGINEERING INC. r:�slul LOADS '`I :.DDIT :1' TO DEAD LOADS THE FOLLO.JIrG LIVE LOA0S ARE A55IGNED. C R:;,F 25 PSP) r _OOR Lr.Acs ^ET.:IL AREA 75 PSF. PLUS 25 PSF PARTITION. LOAD �4RE+LS 75 PSF. MALL RE..A5 100 PSF. A. C. NeuSES 12 ;" PSF. �Q ¢NENT PADS 50 PSF. ',;D L 3 20 PSF. ' -GJ��E •ZC.'eE I1I 1961 UBC AND AMENDMENTS 4,14-JY COL'C.E 4.7 E (GVE 7.5*) / 4, 1 YG.L_ E 14 Ll.EMiid r;�sY COFSCELLITt2.1TED =4.0 41/ 41a: vds_LID, ASLL.ArroW.11:4. !- 47 T 1-4 Z. TOT a\ _ 0 1:; . c. ::, 1..; ..::. r. r‘.. - CO ": EIJ- ^Z.:sTE 0 Lac.D COVE27Sr] esT TYI'tCA L STEEL JCc1 ST E1`= C)IZCE1.1 E r JCE.0 IZATE LOADS 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385 -1835 Fax (714) 385 -1834 Results for LC 1, DL + LL Plump Engineering, Inc. NN 101254 Tuckwila, Roof Truss SK -1 Jan 4, 2011 at 11:59 AM 101254- truss.r3d - .144k/ft Loads: BLC 1, DEAD LOAD Results for LC 1, DL + LL Plump Engineering, Inc. NN 101254 Tuckwila, Roof Truss SK -2 Jan 4, 2011 at 11:59 AM 101254- truss.r3d - .15k/ft LL`- -.15k /ft (2 Q5P x b p-e`) Loads: BLC 2, LIVE LOAD Results for LC 1, DL + LL Plump Engineering, Inc. NN 101254 Tuckwila, Roof Truss SK -3 Jan 4, 2011 at 11:59 AM 101254- truss.r3d HBrace: MI Shape: RE4X4 Material: gen_Steel — Length: 24 ft I Joint: N1 J Joint: N2 LC1:DL +LL Code Check: 0.000 (bending) Report Based On 97 Sections in in Dy e '''4 -.1 «r.:t_; Dz 3.855 at 0 ft k A k Vy -3.855 at 24 ft k Vz Mz k k w N ,rs�!� '`� ' " ° I �� 12 ft -ft pu . T k -ft • - x.+ 24.632 at My -ft ksi 27.711 I' ,Y f fi tl at12ft �� gppy 9 0 VIII I III4� I Iil ft �X6�3h�,li� ,�dT �4ri � �YY 4 1 � I �N L+ I W III ksi fa • � {�k I. ksi - 27.711 at 12 ft a _ /, D`f > 4/7 : 5% v .k 29.632 Beam: N12 Shape: RE4X4 Material: gen_Steel Length: 24 ft I Joint: N3 J Joint: LC 1: DL + LL Code Check: 0.000 (bending) Report Based On 97 Sections in Dz in •ye "I;=;_'' •i�o A k 4.509atOft Vz k V y -4.228 at 24 ft k T k k My k II I� -ft r�l'I -ft - 25.651 at 11.75 ft -ft fa ksi 28.858 ,� iJ� l dlwE��r at 11.75 rm col I.il� ft 1111,1. ft µl � r� UII'il NI ill it i6lil 1 ksi !. „� u, i �' fc ksi - 28.858 at 11.75 ft a _ /, D`f > 4/7 : 5% v .k 29.632 MICHAEL R. BLACK, AIA January 6, 2011 VIA: Federal Express City of Tukwila Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: Allen Johannessen (206) 431 -3670 RE: The Buckle #296 Southcenter Mall 2800 Southcenter, Space E552 Tukwila, WA 98188 Plan Review: D10 -315 To Allen, Johannessen, cnyRFAVNIA JAN 18 2011 PERMIT We have received your review comments dated December 9, 2010 and offer the following itemized response comments to changes made on drawings (clouded and noted as revision #3): 1. Please provide an egress plan for this tenant that clearly identifies all common paths of egress to the exit discharge. Emergency illumination shall be shown along the common paths of egress and shall have at least an average of 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC Section 1006). An egress path has been added to sheet A2 to indicate clearances from any point located within the leased space. Emergency lighting can be located on sheet A4. In the exit corridor, the emergency lighting can be located on the satellite plan located above the main reflected ceiling plan. This is because the gyp. bd. ceiling for the corridor is at 9' -0" aff, and the stockroom lay -in ceiling at 12' -0" extends over the exit corridor. 2. Provide engineers analysis and calculations for the clouds suspended over the center of the sales area to show the existing roof structure shall be sufficient to support the additional weight for the additional combined loads of the fixtures, framing, GWB and any mechanical equipment. Engineer's analysis shall verify lateral seismic restraints or bracing for the ceiling /cloud structure. Engineer's calculations shall include structural details if necessary for any additional bracing that may be required. - Structural drawings are attached to the plans. Sheet A4a has been modified to call out all details as for reference only, exact specifications are located on sheet S1, S2, and S3. 3100 E. RANDOL MILL RD. ARLINGTON. TEXAS 76011 Phone (817)701 -4819 Fax (817)644-4153 If you have any additional comments or questions, do not hesitate to contact our office. Sincerely, / 41100 hael R. Black, A.I.A. ashington State Reg. No. 100371 9205 REGISTERED ARCHITECT MICHAEL R. BLACK STATE pF WASHIPiGTptV 3100 E. RANDOL MILL RD. ARLINGTON. TEXAS 76011 Phone (817)701 -4819 Fax (817)644 -4153 • Tw fia • Department of Co; munity Development December 10, 2010 Albert Garcia 12915 Jones Maltsberger, Ste 302 San Antonio, TX 78247 RE: Correction Letter #1 Development Permit Application Number D10 -314 The Buckle — 681 Southcenter Mall Jim Haggerton, Mayor Jack Pace, Director Dear Mr. Garcia, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, fer Marshall t Technician encl File No. D10 -315 W:\Permit Center\Coffection Letters\2010\D10 -315 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Tukwila Building Division ' Allen Johannessen, Plan Examiner Building Division Review Memo Date: December 9, 2010 Project Name: Buckle Permit #: D10 -315 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide an egress plan for this tenant that clearly identifies all common paths of egress to the exit discharge. Emergency illumination shall be shown along the common paths of egress and shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. (IBC Section 1006) 2. Provide engineers analysis and calculations for the clouds suspended over the center of the sales area to show the existing roof structure shall be sufficient to support the additional weight for the additional combined loads of the fixtures, framing, GWB and any mechanical equipment. Engineer's analysis shall verify lateral seismic restraints or bracing for the ceiling/cloud structure. Engineer's calculations shall include structural details if necessary for any additional bracing that may be required. 3. Storage racks shall require a separate permit. (For your information only) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • HERMIT COORD COPY, PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -315 DATE: 01/18/11 PROJECT NAME: THE BUCKLE SITE ADDRESS: 681 SOUTHCENTER MALL Original Plain Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: wg -_—{ ilding" Division 7 Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01/20/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Structural Review Required n No further Review Required Please Route REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/17/11 Approved U Approved with Conditions , Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -315 PROJECT NAME: BUCKLE SITE ADDRESS: 681 SOUTHCENTER MALL DATE: 11 -18 -10 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPATMENT` i ding Iivl •n Jas N/ �\- -LO Public Works AVA t- slo Fire Prevention VI Structural Panning ivislon [j 1. ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 11 -23 -10 Not Applicable n 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: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12 -21 -10 Not Approved (attach comments) Nj DATE: Permit Center Use Only CORRECTION LETTER MAILED: 401V) Departments issued corrections: Bldg' Fire ❑ Ping ❑ PW ❑ Staff Initials: 112- to L� Documents /routing slip.doc 2 -28 -02 0 0 • City of Tukwila 0 0 0 Department of Community Development 6300 Southccntcr Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htty : /fwww.cLtukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revision will not be accepted through the mail, fax, etc. Date: Plain Check/Permit Number: D10-315 ❑ Response to incomplete Letter # ® Response to Correction better # I ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: The Buckle Project Address: Contact Person: CnYRFRO411A JAN 18 2011 PERMIT CENTER 681 Southcenter Mall. J A mPcel, Phone Number: D �1 -1 0 Summary of Revision: ceS Matti Sheet Number(s): - "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: X Entered in Permits Plus on \applications \forms - applications on linc‘rcvision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Per Friendly Page 1 General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ROYAL SEAL CONSTRUCTION INC UBI No. 601234119 Phone 8174916400 Status Active Address 124 Mcmakin Rd License No. ROYALSC093RJ Suite /Apt. License Type Construction Contractor City Bartonville Effective Date 12/11/1991 State TX Expiration Date 1/15/2012 Zip 76226 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date CORPORATION SERVICE COMPANY Agent 10/01/2009 Bond Amount COLLEY, KENNETH EUGENE President 12/11/1991 5903115903 COLLEY, SCOTT A Secretary 12/11/1991 SMITH, DONNA LEA Secretary 01/08/2010 MERCHANTS BONDING COLLEY, ROBIN C Treasurer 12/11/1991 12/05/2005 C T CORPORATION SYSTEM Agent 01/01/1980 10/01/2009 MITCHELL, JAMES 5 President 01/01/1980 10/01/2009 and Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 8 WA INTERNATIONAL INS CO 5903115903 12/05/2005 Until Cancelled $12,000.0012/28 /2005 7 MERCHANTS BONDING WA5418 01/10/2002 Until Cancelled 12/05/2005 $12,000.0012/24 /2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 NATL FIRE INS OF HARTFORD 2048294069 01/10/2011 01/11/2012 $1,000,000.0001 /07/2011 17 VALLEY FORGE INS CO 2048294069 01/10/2006 01/10/2011 $1,000,000.0001 /04/2010 16 NATIONAL FIRE INS CO HARTFORD TCP204829406901/10/2004 01/10/2006 $1,000,000.0001 /18/2005 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: / /fortress.wa. gov /lni/bbip/Print.aspx. 02/04/2011 13ucidie KEY PLAN AREA MAP BucIde Ell SOUTHCENTER PARKWAY SOUTHCENTER STORE NO. 296 SPACE NO. E552 ENTRY LEVEL 1 OF 3 MERCANTILE ..:.. f20am 53a1 St cttos - — q I yy6ta ft — r— a aL t —` SOUTHCENTER _ - _ ".. TUKWILA, WA The Buckle #296 SOUTHCENTER SPACE: E552 2800 SOUTHCENTER MALL TUKWILA, WA 98188 p =1 , % - icwY ' _W._ �ly', saafncenterMali '� =- :, 1 DANIEL A. REEVES, P.E. j , t Evens Blank En fz BUILDING DEPARTMENT SEARS CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD., #100 ATTN: ALLEN JOHANNESSEN TUKWILA, WA 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 3100 E. Rondo! Min Rd Arlington, TX 76011 (817)6i33 -4200 FAX (817)633 -4153 Washington License #44016 NORDSTROM AREA OCCUPANCY A -4b I 36 I I` 1I ` "i` Baker BlvdI In ,c I. r! FIXTURE MARK OLYMPIC GARAGE 1 m- ... x ;III -4 ? !I l" 1 �., I ° ` SEISMIC ZONE :atranddr Blvd GRID LINE OCCUPANCY LOAD A -9 3910 SQ. FT. ®1 PER 30 SQ. FT. = 131 1237 SQ. FT. 0 1 PER 300 SQ. FT. = 5 FINISH SYMBOL T -1 O2 -. I', ® SALES AREA 1 N O R T H 7r�.k ar NON -SALES ENTRY REVISION SYMBOL SPACE E -1 5147 SQ. FT. TOTAL OCCUPANT LOAD = 136 • est .a,. a i: •2010 MapQge�t rortien@2010 r i!1VT EIQ , Intinnap 1 D ENTRY GENERAL NOTES S -2 ROOF FRAMING PLAN S -3 CITYMAP rood 4$aa ft rl - ^ r i S1a, �, -G5 . lk i3ryn IAawr ,1 _ l t� .I f gam— NTRY H O CO W_— I t/i / _— — _ _ _- 1 2s 99 ` _t rya a -z_- Rlrarto E°, eMtOr1 i °' ` i ti § s sr*r Stnn�et i3ud ry L _I s 144th fa $title -77- o cs - i Riverton Heigh ENTRY -�I� -.J r - - 5 _ ,,, a ^' f e 3 I '� 'F � 1 s 3� 4 S 110th St C."&----. r cn ' �'� Mcwic *Watt >: ,tw 519ath5t �et7 ®rcRd d $; Y CASCADE GARAGE JCPENNEY SEAFOOD hark '{ z> s iaatn 1 16T - wJb,rast t�tnst' I. �k,Ysw 20 Nil'"!' h st s zaoth St_ .i'e °"9 s � ' 1. k d I f+ : r n zaetn � S212tnet n 1 N O R T H ..? NORTH ANDOVER PARK WEST ' S2 h st ' : ,1. -- 10 ' - It� - .i � Des FAC/itta •s r l d mapolu j a , y , , , 10 14E�5 [ 6t 1Nt y SRN REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submfttal and may include additional plan review fees. PROJECT DIRECTORY TENANT ARCHITECT PROJECT ADDRESS THE BUCKLE, INC. CORPORATE HEADQUARTERS 2407 WEST 24TH KEARNEY, NE 68845 TEL: (308) 236 -8491 ATTN: LORI KOEPPE FAX: (308) 238 -2415 MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 The Buckle #296 SOUTHCENTER SPACE: E552 2800 SOUTHCENTER MALL TUKWILA, WA 98188 LANDLORD THE BUCKLE, INC. STORE PLANNING 12915 JONES MALTSBERGER, SUITE 302 SAN ANTONIO, D( 78247 TEL: (210) 545 -1907 ATTN: ALBERT GARCIA, AIA FAX: (210) 545 -9517 WESTFIELD CONTACT: DANYULE BRAKUS 2800 SOUTHCENTER MALL TEL: (206) 246 -7400 TUKWILA, WA 98188 ENGINEER DANIEL A. REEVES, P.E. MALL INFORMATION BUILDING DEPARTMENT SOUTHCENTER OPERATIONS MANAGER: PAT BURNS 2800 SOUTHCENTER MALL TEL (206) 246 -0423 TUKWILA, WA 98188 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD., #100 ATTN: ALLEN JOHANNESSEN TUKWILA, WA 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 3100 E. Rondo! Min Rd Arlington, TX 76011 (817)6i33 -4200 FAX (817)633 -4153 Washington License #44016 GENERAL NOTES GENERAL CONDITIONS 1. 'THE GENERAL CONDITIONS OF THE CONTRACT FOR SPECIALTY CONSTRUCTION," DOCUMENT A -107, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, EDITION 1987, RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED IN THESE DRAWINGS. 2. THE TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A -107 TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED THEREIN AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS, SUPPLIERS AND ANY OTHER PARTIES TO THE CONTRACT TO INDIVIDUALS OR AGENCIES ENGAGED IN THE WORK AS TO ITS CONTENTS. NO CONTRACTUAL ADJUSTMENT SHALL BE DUE OR BECOME EXIGENT AS A RESULT OF FAILURE ON THE PART OF THE CONTRACTOR TO FULLY ACQUAINT HIMSELF AND ALL OTHER PARTIES TO THE CONTRACT WITH THE CONDITIONS OF DOCUMENT A -107. 4. APPUCABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS AND SHALL SATISFY ALL APPUCABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. 5. GENERAL CONTRACT BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN TENANT'S WORKING DRAWINGS TO THE TENANT'S REPRESENTATIVE AND ARCHITECT. 6. THE TENANT'S GENERAL CONTRACTOR SHALL LAY OUT WORK IN CONFORMITY WITH REQUIREMENTS OF DRAWINGS AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL UNES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT SITE. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT'S REPRESENTATIVE AND ARCHITECT BEFORE PROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTIONS OF SUCH ITEMS IS THE RESPONSIBIUTY OF THE CONTRACTOR. THE CONTRACTOR SHALL USE DIMENSIONS ONLY, DO NOT SCALE PLANS. FIGURES TAKE PRECEDENCE OVER SCALE MEASUREMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE IN REGARD TO DIMENSIONS WHEN IN CONFLICT WITH MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS EXCEPT FOR THE SIZE OF THE STRUCTURAL MEMBERS. MILLWORK SHOP DRAWINGS AND LAYOUTS TAKE PRECEDENCE OVER ARCHITECTURAL DRAWINGS IN REGARDS TO MILLWORK. 7. ALL INQUIRIES AND CONCERNS DURING BIDDING, CONSTRUCTION AND COMPLETION STAGES SHALL BE ADDRESSED TO THE TENANT REPRESENTA- TIVE OR TO THE BUCKLE STORE PLANNING DEPARTMENT. ANY FURTHER INFORMATION OBTAINED FROM TENANT'S ARCHITECTS, LANDLORDS, OR PERSONNEL OUTSIDE THE CONSTRUCTION DEPARTMENT IS STRICTLY AN OPINION AND MAY BE REVERSED BY THE STORE PLANNING DEPARTMENT. 8. ALL WORK IS TO BE ACCOMPUSHED IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. ALL CHANGES MUST BE APPROVED IN WRITING BY THE BUCKLE'S REPRESENTATIVE. ALL COSTS INCURRED BY THE BUCKLE, INC. OR THE ARCHITECT AS A RESULT OF UNAUTHORIZED CHANGES ARE THE RESPONSIBILITY OF THE INDIVIDUAL(S) MAKING THE CHANGE. 9. SEWING MACHINE WILL BE PROVIDED BY THE TENANT AND WILL BE ASSEMBLED BY THE GENERAL CONTRACTOR (CONTINUE GENERAL NOTES ON SHEET Al) TEMPORARY WAREHOUSE: CONTACT: CHRIS NIESNER PHONE: 253) 872-3401 FAX (253) 872 -3405 ADDRESS: SPECIALTY MOVING, INC. 22619 54TH AVE. S. DEPT #94262 KENT, WA 98032 1. ITEMS PROVIDED BY TENANT: THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT AND SUBSEQUENT PROTECTION OF ALL ITEMS WHICH ARE TO BE FURNISHED BY TENANT AND ARE TO BE INSTALLED BY TENANT'S GENERAL CONTRACTOR. ITEMS PROVIDED BY TENANT WILL BE INDICATED ON THE RESPONSIBILITY SCHEDULE SHEET AND THE MECHANICAL AND ELECTRICAL SCHEDULE SHEET. ALL TENANT MATERIAL ARRIVING AT THE PROJECT SITE AT ANYTIME DURING THE SCHEDULED CONSTRUCTION PERIOD SHALL BE ACCEPTED BY THE TENANT'S GENERAL CONTRACTOR. FAILURE TO DO SO SHALL RESULT IN BACKCHARGE OF STORAGE AND ADDITIONAL DELIVERY COST TO THE TENANT'S GENERAL CONTRACTOR. IF THE TENANT'S GENERAL CONTRACTOR WISHES TO REVISE THE TENANT DEUVERY SCHEDULE, HE MAY DO SO AT THE TIME PROJECT IS AWARDED. 2. PROCEDURES FOR RECEIVING FREIGHT AND FILNG FREIGHT CLAIMS. STEP 1 - UPON DELIVERY OF FREIGHT, GENERAL CONTRACTOR SHALL PULL ALL PACKING SUPS AND VERIFY THAT THE NUMBER OF CARTONS RECEIVED MATCHES THE NUMBER OF CARTONS SHIPPED, PER FREIGHT BILL A. IF THE QUANTITIES MATCH, GENERAL CONTRACTOR SHALL NOTE ANY VISIBLE DAMAGE, OR SUSPECTED HIDDEN DAMAGE TO CARTONS OR PACKAGING BILL. TRUCK DRIVER SHALL CO -SIGN NOTATIONS AND DESIGNATE LOCAL PHONE NUMBER FOR DELIVERING TERMINAL AND NAME OF CONTACT FOR FILING A FREIGHT CLAIM. B. IF THERE IS A SHORTAGE ON THE DELIVERY, TRUCK DRIVER SHALL CO -SIGN NOTED SHORTAGES ON THE FREIGHT BILL AND DESIGNATE LOCAL PHONE NUMBER FOR THE DEUVERING TERMINAL AND NAME OF CONTACT AT TERMINAL STEP 2 UPON DETERMINING MISSING OR DAMAGED ITEMS, CONTACT SOURCE AND RELAY THE FOLLOWING: FREIGHT BILL NUMBER, UST OF DAMAGED OR SHORTED ITEMS, FREIGHT UNE PHONE NUMBER AND CONTACT TO THE THE TEMPORARY WAREHOUSE AND THE TENANT'S PROJECT MANAGER. STEP 3 REVIEWED FOR CODAPPRECOMPLtaIANVED CE 0 3 2011 a 't of Tukwil BUILDFEB ING DIVISION A. KEEP ALL DAMAGED ITEMS IN THEIR ORIGINAL PACKAGING. MOST FREIGHT LINES WILL EITHER REQUIRE INSPECTION OF DAMAGED ITEMS AND /OR WILL PICK UP DAMAGED ITEMS FOR SALVAGE. CONTRACTOR SHALL COORDINATE ALL SUCH INSPECTIONS AND /OR SALVAGE PICK -UP. B. RETURN NOTED FREIGHT BILLS TO APPROPRIATE SOURCE: THESE DOCUMENTS ARE ESSENTIAL TO THE CLAIMS PROCESS. 3, MISCELLANEOUS NOTE: HIDDEN DAMAGE IS DIFFICULT TO PROVE REGARDING FREIGHT CLAIMS. A. THEREFORE, IF A SHIPMENT IS DEUVERED INTACT AND WFFH NO VISIBLE DAMAGE, CARTONS OR PACKAGING SHOULD BE OPENED (AT LEAST PARTIALLY) AND CONTENTS INSPECTED THOROUGHLY. FAILURE TO INSPECT FREIGHT AT DEUVERY CONSTITUTES NEGUGENCE AND ASSUMPTION OF UABIUTY FOR DAMAGED FREIGHT BY CONTRACTOR. B. SHOULD CONTRACTOR OPT TO INSPECT FREIGHT AFTER DEUVERY AND HIDDEN DAMAGE IS DISCOVERED. CONTRACTOR SHALL CONTACT LOCAL FREIGHT TERMINAL AND REQUEST INSPECTION OF DAMAGED SHIPMENT. THIS REQUEST MUST BE MADE IN A TIMELY MANNER. FREIGHT UNES USUALLY HONOR A CLAIM OF THIS NATURE IF IT IS MADE WITHIN 10 TO 15 DAYS OF DELIVERY DATE. C. CONTRACTOR SHALL MAINTAIN (ON JOBSITE) A FREIGHT "LOGBOOK" FOR THE PURPOSE OF RECORDING DELIVERY AND RECEIPT OF ALL OWNER FURNISHED ITEMS; MOREOVER, CONTRACTOR SHALL KEEP ACCURATE AND COMPLETE RECORDS OF FREIGHT LOSS, DAMAGE AND /OR SHORTAGE. IF THESE AFOREMENTIONED PROCEDURES ARE NOT EFFECTED, THE BUCKLE SHALL BACKCHARGE CONTRACTOR FOR ITEMS THAT ARE REPLACED AND /OR RESHIPPED. SEPA RATE PERMIT REQUIRED FOR: Udechanicai ectricai LI Plumbing Gas Piping City of Tukwila EUILDITSG DIVISION FilaCOPY Permit No. 10-3 %5 Plan review approval is s b errors and omissions. ► 2 ovel of construction doh does not authorize v c ation of any adopted code or ordinance. Receipt al ap t .' F Copy and melons is By Date* ?IA City Oribbvffa BUILDINGDWISION INDEX OF DRAWINGS NO. PROJECT INFORMATION T -1 BUILDING CODE INFORMATION A -1 SYMBOLS BUCKLE E552 5147 S.F. M APPUCABLE MI ECD TO THE FOLLOWING: BUT ARE NOT GOVERNING CODES 10' -0" DATUM A.F.F. © DETAIL BUBBLE SPACE # A. BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE B. MECHANICAL CODE: 2009 INTERNATIONAL MECHANICAL CODE C. PLUMBING CODE: 2009 INTERNATIONAL PLUMBING CODE Q grair ELEVATION SYMBOL AREA OCCUPANCY A -4b IIB YES 3 D. FIRE & SAFETY CODE: 2009 INTERNATIONAL FIRE CODE E. N.F.P.A. #13 INSTALLATION OF SPRINKLER SYSTEMS F. N.F.P.A. #101 LIFE SAFETY G. O.S.H.A. H. ELECTRICAL CODE: 2008 NATIONAL ELECTRICAL CODE I. ACCESSIBIUTY CODE: 2003 ICC /ANSI A117.1 J. ENERGY CODE: 2006 WASHINGTON STATE ENERGY CODE FIXTURE MARK CONSTRUCTION TYPE 1 Q SECTION CUT FULLY SPRINKLED O SEISMIC ZONE CONSTRUCTION DETAILS GRID LINE OCCUPANCY LOAD A -9 3910 SQ. FT. ®1 PER 30 SQ. FT. = 131 1237 SQ. FT. 0 1 PER 300 SQ. FT. = 5 FINISH SYMBOL T -1 O2 DOOR MARK SALES AREA MECHANICAL SCHEDULES AND SPECIFICATIONS NON -SALES MECHANICAL AND PLUMBING PLAN REVISION SYMBOL SPACE E -1 5147 SQ. FT. TOTAL OCCUPANT LOAD = 136 TOTAL LEASABLE POWER PLAN - S -1 GENERAL NOTES S -2 GENERAL NOTES GENERAL CONDITIONS 1. 'THE GENERAL CONDITIONS OF THE CONTRACT FOR SPECIALTY CONSTRUCTION," DOCUMENT A -107, ISSUED BY THE AMERICAN INSTITUTE OF ARCHITECTS, EDITION 1987, RELATES TO THE WORK OF THIS PROJECT AND IS HEREBY MADE A PART OF THESE DRAWINGS AS THOUGH FULLY CONTAINED IN THESE DRAWINGS. 2. THE TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A -107 TO ACQUAINT HIMSELF WITH THE ARTICLES CONTAINED THEREIN AND TO NOTIFY AND APPRISE ALL SUBCONTRACTORS, SUPPLIERS AND ANY OTHER PARTIES TO THE CONTRACT TO INDIVIDUALS OR AGENCIES ENGAGED IN THE WORK AS TO ITS CONTENTS. NO CONTRACTUAL ADJUSTMENT SHALL BE DUE OR BECOME EXIGENT AS A RESULT OF FAILURE ON THE PART OF THE CONTRACTOR TO FULLY ACQUAINT HIMSELF AND ALL OTHER PARTIES TO THE CONTRACT WITH THE CONDITIONS OF DOCUMENT A -107. 4. APPUCABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS AND SHALL SATISFY ALL APPUCABLE CODES, ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. 5. GENERAL CONTRACT BIDDERS AND THEIR SUBCONTRACTORS SHALL REPORT ANY DISCREPANCIES IN TENANT'S WORKING DRAWINGS TO THE TENANT'S REPRESENTATIVE AND ARCHITECT. 6. THE TENANT'S GENERAL CONTRACTOR SHALL LAY OUT WORK IN CONFORMITY WITH REQUIREMENTS OF DRAWINGS AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL UNES AND DIMENSIONS. BEFORE DOING ANY WORK, TENANT'S GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT SITE. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT'S REPRESENTATIVE AND ARCHITECT BEFORE PROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTIONS OF SUCH ITEMS IS THE RESPONSIBIUTY OF THE CONTRACTOR. THE CONTRACTOR SHALL USE DIMENSIONS ONLY, DO NOT SCALE PLANS. FIGURES TAKE PRECEDENCE OVER SCALE MEASUREMENTS. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE IN REGARD TO DIMENSIONS WHEN IN CONFLICT WITH MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS EXCEPT FOR THE SIZE OF THE STRUCTURAL MEMBERS. MILLWORK SHOP DRAWINGS AND LAYOUTS TAKE PRECEDENCE OVER ARCHITECTURAL DRAWINGS IN REGARDS TO MILLWORK. 7. ALL INQUIRIES AND CONCERNS DURING BIDDING, CONSTRUCTION AND COMPLETION STAGES SHALL BE ADDRESSED TO THE TENANT REPRESENTA- TIVE OR TO THE BUCKLE STORE PLANNING DEPARTMENT. ANY FURTHER INFORMATION OBTAINED FROM TENANT'S ARCHITECTS, LANDLORDS, OR PERSONNEL OUTSIDE THE CONSTRUCTION DEPARTMENT IS STRICTLY AN OPINION AND MAY BE REVERSED BY THE STORE PLANNING DEPARTMENT. 8. ALL WORK IS TO BE ACCOMPUSHED IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. ALL CHANGES MUST BE APPROVED IN WRITING BY THE BUCKLE'S REPRESENTATIVE. ALL COSTS INCURRED BY THE BUCKLE, INC. OR THE ARCHITECT AS A RESULT OF UNAUTHORIZED CHANGES ARE THE RESPONSIBILITY OF THE INDIVIDUAL(S) MAKING THE CHANGE. 9. SEWING MACHINE WILL BE PROVIDED BY THE TENANT AND WILL BE ASSEMBLED BY THE GENERAL CONTRACTOR (CONTINUE GENERAL NOTES ON SHEET Al) TEMPORARY WAREHOUSE: CONTACT: CHRIS NIESNER PHONE: 253) 872-3401 FAX (253) 872 -3405 ADDRESS: SPECIALTY MOVING, INC. 22619 54TH AVE. S. DEPT #94262 KENT, WA 98032 1. ITEMS PROVIDED BY TENANT: THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIPT AND SUBSEQUENT PROTECTION OF ALL ITEMS WHICH ARE TO BE FURNISHED BY TENANT AND ARE TO BE INSTALLED BY TENANT'S GENERAL CONTRACTOR. ITEMS PROVIDED BY TENANT WILL BE INDICATED ON THE RESPONSIBILITY SCHEDULE SHEET AND THE MECHANICAL AND ELECTRICAL SCHEDULE SHEET. ALL TENANT MATERIAL ARRIVING AT THE PROJECT SITE AT ANYTIME DURING THE SCHEDULED CONSTRUCTION PERIOD SHALL BE ACCEPTED BY THE TENANT'S GENERAL CONTRACTOR. FAILURE TO DO SO SHALL RESULT IN BACKCHARGE OF STORAGE AND ADDITIONAL DELIVERY COST TO THE TENANT'S GENERAL CONTRACTOR. IF THE TENANT'S GENERAL CONTRACTOR WISHES TO REVISE THE TENANT DEUVERY SCHEDULE, HE MAY DO SO AT THE TIME PROJECT IS AWARDED. 2. PROCEDURES FOR RECEIVING FREIGHT AND FILNG FREIGHT CLAIMS. STEP 1 - UPON DELIVERY OF FREIGHT, GENERAL CONTRACTOR SHALL PULL ALL PACKING SUPS AND VERIFY THAT THE NUMBER OF CARTONS RECEIVED MATCHES THE NUMBER OF CARTONS SHIPPED, PER FREIGHT BILL A. IF THE QUANTITIES MATCH, GENERAL CONTRACTOR SHALL NOTE ANY VISIBLE DAMAGE, OR SUSPECTED HIDDEN DAMAGE TO CARTONS OR PACKAGING BILL. TRUCK DRIVER SHALL CO -SIGN NOTATIONS AND DESIGNATE LOCAL PHONE NUMBER FOR DELIVERING TERMINAL AND NAME OF CONTACT FOR FILING A FREIGHT CLAIM. B. IF THERE IS A SHORTAGE ON THE DELIVERY, TRUCK DRIVER SHALL CO -SIGN NOTED SHORTAGES ON THE FREIGHT BILL AND DESIGNATE LOCAL PHONE NUMBER FOR THE DEUVERING TERMINAL AND NAME OF CONTACT AT TERMINAL STEP 2 UPON DETERMINING MISSING OR DAMAGED ITEMS, CONTACT SOURCE AND RELAY THE FOLLOWING: FREIGHT BILL NUMBER, UST OF DAMAGED OR SHORTED ITEMS, FREIGHT UNE PHONE NUMBER AND CONTACT TO THE THE TEMPORARY WAREHOUSE AND THE TENANT'S PROJECT MANAGER. STEP 3 REVIEWED FOR CODAPPRECOMPLtaIANVED CE 0 3 2011 a 't of Tukwil BUILDFEB ING DIVISION A. KEEP ALL DAMAGED ITEMS IN THEIR ORIGINAL PACKAGING. MOST FREIGHT LINES WILL EITHER REQUIRE INSPECTION OF DAMAGED ITEMS AND /OR WILL PICK UP DAMAGED ITEMS FOR SALVAGE. CONTRACTOR SHALL COORDINATE ALL SUCH INSPECTIONS AND /OR SALVAGE PICK -UP. B. RETURN NOTED FREIGHT BILLS TO APPROPRIATE SOURCE: THESE DOCUMENTS ARE ESSENTIAL TO THE CLAIMS PROCESS. 3, MISCELLANEOUS NOTE: HIDDEN DAMAGE IS DIFFICULT TO PROVE REGARDING FREIGHT CLAIMS. A. THEREFORE, IF A SHIPMENT IS DEUVERED INTACT AND WFFH NO VISIBLE DAMAGE, CARTONS OR PACKAGING SHOULD BE OPENED (AT LEAST PARTIALLY) AND CONTENTS INSPECTED THOROUGHLY. FAILURE TO INSPECT FREIGHT AT DEUVERY CONSTITUTES NEGUGENCE AND ASSUMPTION OF UABIUTY FOR DAMAGED FREIGHT BY CONTRACTOR. B. SHOULD CONTRACTOR OPT TO INSPECT FREIGHT AFTER DEUVERY AND HIDDEN DAMAGE IS DISCOVERED. CONTRACTOR SHALL CONTACT LOCAL FREIGHT TERMINAL AND REQUEST INSPECTION OF DAMAGED SHIPMENT. THIS REQUEST MUST BE MADE IN A TIMELY MANNER. FREIGHT UNES USUALLY HONOR A CLAIM OF THIS NATURE IF IT IS MADE WITHIN 10 TO 15 DAYS OF DELIVERY DATE. C. CONTRACTOR SHALL MAINTAIN (ON JOBSITE) A FREIGHT "LOGBOOK" FOR THE PURPOSE OF RECORDING DELIVERY AND RECEIPT OF ALL OWNER FURNISHED ITEMS; MOREOVER, CONTRACTOR SHALL KEEP ACCURATE AND COMPLETE RECORDS OF FREIGHT LOSS, DAMAGE AND /OR SHORTAGE. IF THESE AFOREMENTIONED PROCEDURES ARE NOT EFFECTED, THE BUCKLE SHALL BACKCHARGE CONTRACTOR FOR ITEMS THAT ARE REPLACED AND /OR RESHIPPED. SEPA RATE PERMIT REQUIRED FOR: Udechanicai ectricai LI Plumbing Gas Piping City of Tukwila EUILDITSG DIVISION FilaCOPY Permit No. 10-3 %5 Plan review approval is s b errors and omissions. ► 2 ovel of construction doh does not authorize v c ation of any adopted code or ordinance. Receipt al ap t .' F Copy and melons is By Date* ?IA City Oribbvffa BUILDINGDWISION INDEX OF DRAWINGS NO. DESCRIPTION T -1 PROJECT INFORMATION AND GENERAL CONDITIONS A -1 ARCHITECTURAL SPECIFICATIONS & SIGN DETAILS A -1a ARCHITECTURAL SCHEDULES, RESPONSIBILITIES AND CONSTRUCTION DETAILS A -2 FLOOR PLAN AND DETAILS u- -0.-."--..".� A -3 FLOOR FINISH PLAN AND DETAILS A -4 REFLECTED CEILING PLAN AND DETAILS A -4a CONSTRUCTION DETAILS A -4b CONSTRUCTION DETAILS A -5 STOREFRONT AND INTERIOR ELEVATIONS A -6 STOREFRONT PLAN AND SECTIONS A -6a STOREFRONT DETAILS A -7 CONSTRUCTION DETAILS A -7a CONSTRUCTION DETAILS A -8 CONSTRUCTION DETAILS A -9 STOCKROOM ELEVATIONS AND MISC. DETAILS A- 9a STOCKROOM ELEVATIONS & MOBILE SHELVING DETAILS A -10 PAYCOUNTER DETAILS MS -1 MECHANICAL SCHEDULES AND SPECIFICATIONS M -1 MECHANICAL AND PLUMBING PLAN ES -1 ELECTRICAL SCHEDULES AND SPECIFICATIONS E -1 LIGHTING PLAN E -2 l-,- POWER PLAN - S -1 GENERAL NOTES S -2 ROOF FRAMING PLAN S -3 STRUCTURAL DETAILS REVISIONS /'\ CUSTOMER COMMENTS 11/17/10 BBB ACUSTOMER COMMENTS 12/15/10 BBB A CITY COMMENTS CIN 1/6/11 BBB 0 JAN' 192011 A A CENTER PERMIT DISTRIBUTION DATE: 11/11/10 AREA SUMMARY TOTAL AREA — �14Z__SQ.FT. TOTAL AREA _514 .___ SQ.FT. PER PLANS — PER LEASE — SALES AREA 3910 SQ.FT STOCKROOM 1067 SQ.FT. CLEAR WORK AREA 839 SQ.FT. EXIST. OFFICE 62 SQ.FT. EXIST. TOILET ROOMS 132 SQ.FT. EXIT CORRIDOR 170 SQ.FT. CLG HGHT 12' -6" A.F.F. ENTRY WIDTH 14' -8 1/2" POP —OUT 2' -6" STOREFRONT WIDTH 36'—O 3/4" SENSORMATIC SECURITY SYSTEM Dale 11/17/10 FLOORMAX IV ULTRAMAX AMS 3031 EAS F11 DIGITAL DOOR MAX BBB ,, A1/6/11 /�\ Buckle 296 SOUTHCENTER TUKWILA,, WA i;;T"'.' p'o1?l.c5 u N E dTS deep grou Ip 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group ee 1 FA E 0 o ea OCSI"lin —io$Ma c!aaCps6 eAf-s2a in N N 1G t% E tatar ter V O N Project Address The Bucke #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions /I \ Dale 11/17/10 Description CUSTOMER COMMENTS By BBB 12/15/10 CUSTOMER COMMENTS BBB ,, A1/6/11 /�\ 1/6/1 1 CITY COMMENTS BBB A A 1 3 cli)" i cD s D 0 N rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION HO.: 9205 Seal HAEL R. BLACK E OF WASHINGTON Drawn By (PDMS 100371) BBB Appv'd By RER Sheet rifle Project Information and General Conditions Sheet Number T1 1 of 1 1. THE TENANT'S GENERAL CONTRACTOR SHALL MAINTAIN THE PREMISES IN A CLEAN AND ORDERLY FASHION DURING THE ENTIRE CONSTRUCTION PERIOD, REMOVING ALL TRASH AND RUBBISH FROM THE JOB SITE DAILY. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN TENANT'S SPACE. THE TENANT'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DUMPSTER SERVICE OR REIMBURSING THE MALL FOR SAME. 2. TEMPORARY CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS RELATIVE TO TEMPORARY CONSTRUCTION: A. REMODELING WORK SHALL BE SCHEDULED TO PERMIT OPERATION OF STORE DURING ENTIRE REMODEL. B. FLOOR FINISHES AND CEILING WORK SHALL BE SCHEDULED AFTER STORE HOURS. THIS COST SHALL BE INCLUDED IN THE BASE BID. C. TEMPORARY BARRICADES: THE CONTRACTOR SHALL ERECT TEMPORARY ENCLOSURES OVER OPENINGS WHEN SUCH ACTION IS NECESSARY FOR PROPER PROTECTION OF STORE PERSONNEL DURING ANY PORTION OF THE WORK. COSTS FOR SUCH BARRICADES SHALL BE PAID FOR BY THE GENERAL CONTRACTOR. REGARDING REMODELS: THE TENANT'S GENERAL CONTRACTOR SHALL PROVIDE "DUST PROHIBITIVE ", OPAQUE PROTECTIVE BARRICADES BETWEEN CONSTRUCTION AREAS AND ALL STORE OPERATIONS. THIS BARRICADE SHALL BE DUST TIGHT AGAINST CEILING (OR STRUCTURAL DECK) AND FINISHED FLOOR. D. TEMPORARY TRASH STORAGE AND REMOVAL: THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH TENANT'S LANDLORD TO PROVIDE FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY ALL COSTS AS ARISE FOR SUCH. E. TEMPORARY FIRE PROTECTION: THE CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AND OTHER EQUIPMENT AS NECESSARY FOR PROPER FIRE PROTECTION CURING CONSTRUCTION. F. PROTECTION OF WORK IN PLACE: WORK IN PLACE THAT POSES A HAZARD TO OPERATIONS PERSONNEL ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO INSURE FINAL DELIVERY TO OWNER, COMPLETE AND UNBLEMISHED. 3. MATERIAL SUBSTITUTIONS: MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE ONLY IF, IN THE OPINION OF TENANT'S REPRESENTATIVE, THE SUBSTITUTE MATERIAL IS OF A QUALITY AS GOOD OR BETTER THAN THE MATERIAL SPECIFIED AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPEND- ABILITY THE PURPOSE FOR WHICH THE ITEMS SPECIFIED WERE INTENDED. ANY MATERIAL INSTALLED AS SUBSTITUTE WITHOUT FIRST RECEIVING PRIOR WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE SHALL BE REMOVED AND REPLACED (AT GENERAL CONTRACTOR'S EXPENSE) IF DISAPPROVED BY TENANT'S REPRESENTATIVE. 4. IF, IN THE OPINION OF THE LANDLORD, THE TENANT WILL BE UNABLE TO COMPLETE CONSTRUCTION PRIOR TO THE GRAND OPENING OF THE SHOPPING CENTER, TENANT'S GENERAL CONTRACTOR SHALL ERECT AND IN RETURN DISASSEMBLE A FULL HEIGHT TEMPORARY BARRICADE AT THE STOREFRONT 3' -0" OUT FROM LEASE LINE (MAXIMUM). GENERAL CONTRACTOR SHALL COORDINATE WITH THE LANDLORD'S REPRESENTATIVE CONCERNING THE PROPER ASSEMBLY OF THE BARRICADE AND SHALL PAY ALL FEES ASSOCIATED WITH IT. 5. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UNLESS OTHERWISE SPECIFIED, SHALL BE NEW AND FREE FROM ANY DEFECTS. ALL MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND QUALITY UNLESS OTHERWISE SPECIFIED. 6. STORAGE: TENANT SUPPLIED MATERIAL MAY BE AT TENANT SUPPLIED WAREHOUSE. CONTACT TENANT'S REPRESENTATIVE FOR LOCATION AND CONTACT. REF. ITEM 11, STEP 2 -A. 7. WORKMANSHIP: ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN SKILLED IN THE TRADE THEY ARE PERFORMING AND EXECUTED IN AN ORDERLY, NEAT AND WORKMANLIKE MANNER. 8. GUARANTEE: ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. 9. SHOP DRAWINGS: SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT, SYSTEMS, AND OTHER SUCH ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED NECESSARY BY THE TENANT WILL BE SUBMITTED BY THE CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING CONSTRUCTION. 10. ALL WOOD FRAMING, BLOCKING, DECKING, ETC., SHALL BE FIRE RETARDANT. NO WOOD OR COMBUSTIBLE MATERIALS OF ANY KIND SHALL BE USED ABOVE THE CEILING. 11. UPON COMPLETION OF THE WORK, TENANT'S GENERAL CONTRACTOR IS TO OBTAIN A CERTIFICATE OF COMPLETION AND ALL NECESSARY APPROVALS FROM LOCAL BUILDING DEPARTMENTS, OR OTHER AUTHORITIES HAVING JURISDICTION, AND SUBMIT SAME TO TENANT'S REPRESENTATIVE AND LANDLORD. DEMOLITION 1. TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DEMO- LITION REQUIRED TO ACCOMMODATE TENANT'S DESIGN. A DEMOLITION PLAN MAY OR MAY NOT BE INCLUDED IN THE CONSTRUCTION DOCUMENTS. TENANT'S GENERAL CONTRACTOR OR HIS DEMOLITION SUBCONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION PRIOR TO FORMULATING BASE BID. 2. DEMOLITION TO INCLUDE: REMOVAL OF ENTIRE EXISTING STOREFRONT (S(WITHIN LEASE LINE, TO STRUCTURE ABOVE); EXISTING MALL FLOORING TORESIDE), ALL EXISTING SALES AREA CEILINGS, PARTITIONS, CURTAIN WALLS, LIGHTING, FLOORING AND FIXTURES, ALL EXISTING STOCKROOM CEILINGS, PARTITIONS, AND SHELVING. REFER TO PLANS FOR SHELVING AND DETAILS REGARDING ITEMS TO BE SAVED IN PLACE OR REUSED. 3. IF THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM IS TO REMAIN AND TO BE REUSED (INCLUDING BUT NOT LIMITED TO: TRANSFORMER, DISTRIBUTION PANEL BOARD(S), AND DISCONNECT SWITCH). SEE ELECTRICAL DRAWINGS FOR DETAILS. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT POWER SOURCE, ALL LIGHTING RECEPTACLES, AND EQUIPMENT TO BE REMOVED PRIOR TO DEMOLITION 4. IF THE EXISTING HVAC UNIT IS TO BE REMOVED, HVAC CONTRACTOR SHALL BE RESPONSIBLE TO DETACH AND DISABLE ALL SHEET METAL PLENUMS, FROM LINES, GAS SERVICE, CONDENSATE LINES, ETC... 5. IF THE EXISTING SPRINKLER SYSTEM IS TO REMAIN AND BE REUSED, GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE AS SPRINKLER SYSTEM SHUT DOWN WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO DEMOLITION AND PAY FOR ALL COSTS ASSOCIATED WITH THE SHUT DOWN. CONCRETE 1. NEW CONCRETE FLOOR SLABS SCHEDULED AS TENANT'S GENERAL CONTRACTOR RESPONSIBILITY SHALL BE 3500 LB. CONCRETE MIX WITH A MINIMUM 4" THICKNESS, 6 X 6 NO. 4 EACH DIRECTION WELDED .WIRE FABRIC, CHAIRS IN CE N ""� _'1 $7.1 !L,I• it'' A 6 MIL NPOLYURETHANE OVAPOR BARRIER ON A 5" MINIMUM SAND COMPACTED FILL TO 95% MODIFIED PROCTOR TEST. PROVIDE AND INSTALL TERMITE CONTROL 2. TENANT'S GENERAL CONTRACTOR IS RESPONSIBLE TO FLASH PATCH, SCRAPE, OR GRIND THE NEW CONCRETE SLAB (PROVIDED BY LANDLORD) AND TQ PROVIDE A SMOOTH SURFACE, FREE FROM HOLES, BUMPS, OR CRACKS PRIOR TO THE APPLICATION OF ANY FINISH FLOORING. 3. CONTRACTORS REQUIRED TO TRENCH OR CHIP CONCRETE FLOOR SLABS FOR THEIR PORTION OF THE WORK SHALL BE RESPONSIBLE TO BACKFILL AND PATCH AS REQUIRED TO RETURN THE SLAB TO ITS ORIGINAL CONDITION. METALS 1. ALL STOREFRONTS SHALL BE ASSUMED TO BE SELF SUPPORTING AND ERECTED IN THIS MANNER UNLESS SPECIFICALLY APPROVED BY LANDLORD. 2. STRUCTURAL METALS: THE DESIGN, FABRICATION, AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, SUPPORTS, AND FRAMING REQUIRED FOR ALL STOREFRONT WORK SHALL BE THE SOLE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR. SHOP DRAWINGS OF SUCH MISCELLANE- OUS METAL WORK SHALL BE SUPPLIED TO THE LANDLORD FOR APPROVAL. 3. METAL STUD SYSTEM: ALL INTERIOR PARTITIONS SHALL BE CONSTRUCTED AS FOLLOWS: FOR PARTITIONS UP TO AND INCLUDING 12' -0" IN HEIGHT, USE 3 5/8" 20 GA. STUDS AT 16" O.C.; FOR PARTITIONS ABOVE 16' -0" IN HEIGHT, USE 6" 18 GA. STUDS AT 16 O.C. -ALL PARTITIONS -T0 -- HAVE 5/8" FIRE CODED GYPSUM BOARD. FRAMING ON ALL PARTITIONS DESIGNATED ON PLANS AS "PARTITION TO DECK ABOVE" SHALL EXTEND TO THE BOTTOM OF THE DECK ABOVE AND SHALL BE SEALED AIR TIGHT WITH NON- COMBUSTIBLE MATERIALS. STOREFRONT SHALL BE 20 GA. METAL STUDS AT 16" O.C. REFERENCE DRAWINGS FOR EXACT CONFIGURATION. 4. ALL WELDING TO THE LANDLORD'S STRUCTURE MUST BE APPROVED IN WRITING BY THE LANDLORD'S REPRESENTATIVE. MILLWORK AND FIXTURE SYSTEM 1. GENERAL: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE, UNLOAD, STORE AND ERECT THE DESIGNATED MILLWORK AND /OR MILLWORK FIXTURES AS DELINEATED WITHIN THESE CONSTRUCTION DOCUMENTS OF WHICH THE DESIGNATED MILLWORK FABRICATOR'S SHOP DRAWINGS ARE PART. A. CORRELATION /COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DATA (DETAILS, NOTES, SPECIFICATIONS, SHOP DRAWINGS, ETC...) AS BEING CONSISTENT, COMPATIBLE, AND ERROR FREE. SHOULD THE CONTRACTOR DISCOVER ANY ERRORS, OMISSIONS, OR INCONSISTENCIES, IT IS THE CONTRACTOR'S RESPONSI- BILITY TO CONTACT THE BUCKLE PROJECT MANAGER BEFORE HE PROCEEDS WITH ANY WORK THAT IS IN QUESTION. FURTHERMORE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY VERIFY RECEIPT OF ALL MILLWORK SYSTEM COMPONENTS. ANY DAMAGED OR MISSING COMPONENTS SHALL BE NOTED ON THE FABRICATOR'S SHIPPING LIST AND SIGNED OFF BY DELIVERY AGENT. IN ADDITION, CONTRACTOR SHALL NOTIFY THE BUCKLE PROJECT MANAGER WITHIN 36 HOURS CONCERNING ANY DAMAGED, MISSING, OR INCORRECT COMPONENTS. B. INSTALLATION STANDARDS: ALL COMPONENTS (WALL PANEL SYSTEM, ETC...) AND THEIR ACCESSORIES, AS WELL AS THE SURFACES SAID COMPONENTS ARE ATTACHED TO (FURR DOWNS, PARTITIONS, ETC....) SHALL BE LEVEL, SQUARE, AND PLUMB TO WITHIN 1 /8" IN 10 L.F. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE PROPER INSTALLATION OF ALL FASTENERS, EXTRUSIONS, TRIM, ETC.. NOT SPECIFICALLY CALLED OUT ON FABRICATOR'S SHOP DRAWINGS. DAMAGE TO MILLWORK DUE TO CONTRACTOR NEGLIGENCE WILL BE CHARGED BACK AGAINST CONTRACTOR BY DEBIT CHANGE ORDER. CHIPS, DINGS, SCRATCHES, ETC.. ASSOCIATED WITH AND INCIDENTAL TO NORMAL CONSTRUCTION PROCESSES WILL BE REWORKED OR TOUCHED UP TO THE BUCKLE'S SATISFACTION. ADDITIONALLY, ALL MILLWORK SYSTEM SURFACES SHALL BE THOROUGHLY CLEANED BEFORE TURN OVER OF STORE. C. LAYOUT: CONTRACTOR SHALL VERIFY ACTUAL LEASE DIMENSIONS AGAINST ARCHITECTURAL AND SHOP DRAWINGS, AND NOTIFY THE BUCKLE PROJECT MANAGER OF ANY DISCREPANCIES. ONCE THE ACTUAL LENGTH OF THE LEASE SPACE HAS BEEN DETERMINED, CONTRACTOR SHALL COMPUTE EACH RUN (TOTAL LENGTH) OF RESPEC- TIVE DEMISING PARTITIONS, ETC.. SCHEDULED TO RECEIVE WALL PANELS INCLUDING ALL FIXTURE COMPONENTS (CASH WRAP, METAL BULLNOSE, ETC...) AND VERIFY AGAINST PLAN DRAWINGS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO, AND RESOLVED WITH, THE BUCKLE PROJECT MANAGER. GLASS AND GLAZING 1. STOREFRONT AND /OR SHOW WINDOW GLAZING SHALL BE HORIZONTALLY TEMPERED AND CONFORM TO ANSI Z97.1 -1975 AS WELL AS FEDERAL STANDARD 16 CFR 1201, CATEGORIES I & II. 2. WARPAGE VERTICAL BOW OR WARP OF GLASS PANELS SHALL NOT EXCEED 1 /4" IN 120" AS MEASURED FROM GLAZING HEAD TO SILL WITH STRAIGHT EDGE PARALLEL TO GLASS. 3. EDGEWORK AND EDGE QUALITY THE FOLLOWING TOLERANCES ARE USED TO ASSURE HIGH QUALITY SURFACE APPEARANCES AND CONSISTENCY IN EDGEWORK. 4. SEAMED EDGES THE MINIMUM EDGEWORK FOR TEMPERED GLASS IS THE REMOVAL OF THE SHARPNESS OF A CLEAN CUT EDGE BY APPROXIMATELY 1/32" (0.8MM) TO 1/16" (1.6MM) BY SEAMING THE EDGE. CHIPS ARE NOT ALLOWED. 5. FLAT GROUND EDGE GRINDING THE EDGE PRODUCES A DULL MATTE FINISH. THE GLASS EDGE IS CAREFULLY MACHINED FLAT WITH A GROUND FINISH, THEN A GROUND SEAMED EDGE IS APPLIED TO THE GLASS TO COMPLETE THE PROCESS. A FLAT GROUND EDGE IS AVAILABLE FOR ALL GLASS THICKNESS 1/4" (6MM) AND GREATER. 6. POLISHED EDGE A POLISHED EDGE, ALSO REFERRED TO AS A "GROUND AND POLISHED EDGE," IS AVAILABLE FOR ALL THICKNESS 1/4" (6MM) AND GREATER. THE EDGES ARE FLAT GROUND, SEAMED, THEN POLISHED TO PRODUCE A GLASS SURFACE CONDITION SIMILAR TO THE SURFACE OF THE GLASS. THE HIGH QUALITY APPEARANCE OF THE POLISHED EDGE IS CAREFULLY INSPECTED. POLISHED EDGES ARE COMMONLY FOUND ON GLASS FURNI- TURE TOPS, DOORS, OR FREE - STANDING PARTITIONS WHERE QUALITY EDGEWORK OR EXPOSED SURFACES IS DESIRED. 7. INSTALLATION ALL INSTALLATIONS SHALL BE FIRST - CLASS, PLUMB, LEVEL, AND SQUARE TO OPENING. ALL OPEN AIR JOINTS SHALL BE AS SPECIFIED ON ARCHI- TECTURAL DRAWINGS AND DETAILS. ALL GLASS PANELS SHALL BE "MATCHED" (PRIOR TO INSTALLATION) AND INSTALLED ADJACENT TO PANELS WITH SIMILAR (ACCEPTABLE) BOW; i.e... A CONVEXLY BOWED PANEL SHALL NOT BE PLACED ADJACENT TO A PANEL WITH A CONCAVE BOW NEITHER IN HORIZONTAL RUN OR AT ANY MITER OR CORNER.GLASS STOPS SHALL BE ON INTERIOR OF STORE. 8. GASKETS ALL GLASS PANELS SHALL BE SECURED IN GLAZING SYSTEM WITH BLACK RUBBER GASKETS ONLY. NO GLASS PANELS SHALL BE GROUTED IN PLACE. ANY USE OF SILICON CAULKING WILL BE REJECTED BY BUCKLE REPRESENTATIVE. 9. SCRATCHES SCRATCHES ARE NOT ALLOWED. IF SCRATCHES ARE EVIDENT, A REPLACEMENT PANEL WILL BE INSTALLED INCLUDING LABOR & ALL ASSOCIATED EXPENSES AT SOLE LOSS TO INSTALLER. 10. SANDBLASTED GLASS SEVASA - USA: SATENGLAS CLEAR 1 /4" THICK ETCHED GLASS AT 80% OPAQUE. WOOD AND PLASTIC LAMINATE 1. PLYWOOD IN THE STOCKROOM (TO SUPPORT WALL STANDARDS) SHALL BE A -C GRADE. PLYWOOD ON THE EXTERIOR OF THE STORE, EXPOSED TO THE ELEMENTS, SHALL BE EXTERIOR GRADE A -D OR C -D DEPENDING ON VENEER APPLICATION. ALL EXPOSED EDGES SHALL HAVE 1/4" THICK HARDWOOD EDGEBAND. PLYWOOD SHALL BE FIRE RETARDANT AS REQUIRED BY CODE. 2. MEDIUM DENSITY FIBERBOARD: ALL MDF BOARD SHALL BE MEDIUM DENSITY INDUSTRIAL GRADE. ALL EXPOSED EDGES IN CABINETRY SHALL HAVE A 1/4" THICK HARDWOOD EDGEBAND. 3. PLASTIC LAMINATE: ALL PLASTIC LAMINATE SHALL BE 1/16" THICK, HIGH PRESSURE LAMINATE. REFER TO MATERIAL SCHEDULE. 4. TOILET(S), OFFICE, ALTERATIONS OFFICE AND /OR FIRE CORRIDOR CEILINGS SHALL RECEIVE 6" 18 GA. MTL. STUD AT 16 O.C. COVERED WITH 3/4" PLYWOOD AND 5/8" FIRE CODE GYPSUM BOARD. PLYWOOD SHALL BE FIRE RETARDANT. 5. WOOD BLOCKING AND WOOD STUDS TO BE MILL STAMPED FIRE RETARDANT DOORS 1. SOLID CORE WOOD DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST NATIONAL MANUFACTURER'S ASSOCIATION INDUSTRY STANDARDS.__ - WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS NOTED OTHERWISE ON DOOR SCHEDULE. 2. HOLLOW METAL DOORS SHALL CONSIST OF TWO (2) FLUSH FACES OF 16 GA., LEVEL, ONE PIECE, QUALITY ROLLED SHEET STEEL WITH ONE PIECE SOUND INSULATED CORE BONDED TO BOTH FACES, TOP AND BOTTOM CHANNELS 16 GA. STEEL, AND INTEGRAL STOPS WITH MITERED, WELDED, AND GROUND CORNER JOINTS. PROVIDE THREE WALL ANCHORS PER JAMB AND ADJUSTABLE FLOOR CLIP ANCHORS. ALL EXTERIOR DOORS SHALL BE WEATHER STRIPPED WITH BRASS, VINYL TUBULAR GASKET, OR 3M TYPE Y -2743 WEATHER STRIP TO FORM A TIGHT WEATHER SEAL. ALL DOORS SHALL HAVE A LABEL "B" RATING OR AS APPROVED BY LOCAL CODE. 3. OVERHEAD GRILLE: THE ROLL UP OVERHEAD ENTRY GRILLE WILL BE FURNISHED AND INSTALLED BY THE TENANT AND SHALL BE AS MANU- FACTURED BY -„ 111 N '-�'' _- IN ELL. COLOR SHALL BE ANODIZED BLAS� =�t !=-r 1_:,:7 `� I ' '' GUIDES WITH MILL FINISH CURTAIN. GRILLE SHALL BE SUPPORTED INDEPENDENTLY FROM LAND- LORD'S STRUCTURE EXCEPT LATERAL BRACING. REFER TO ELECTRICAL PLANS FOR SWITCH LOCATION ON MOTORIZED DOORS. TENA :RAF i y SHALL COORDINATE INSTALLATION. ALL SWITCH LO �'" "' ER THAN 12" 4. ALL EXTERIOR DOOR HINGES WHETHER NEW OR EXISTING SHALL BE PROVIDED WITH NON- REMOVABLE HINGE PINS. THIS SPECIFICATION SUPERSEDES ALL OTHER HINGE SPECIFICATIONS AND SCHEDULES. 5. HARDWARE FINISH SHALL BE BRUSHED ALUMINUM OR CHROME WITH THE EXCEPTION OF STOREFRONT DOOR HINGES BEING POWDERCOAT TO MATCH THE DOORS. HARDWARE SUPPLIERS SHALL BE CORBIN, YALE, SCHLAGE, OR EQUAL. FINISHES 1. GYPSUM WALLBOARD: ALL GYPSUM BOARD SHALL BE 5/8" THICK TYPE "X" FIRE CODE. ALL GYPSUM BOARD AT OUTSIDE CORNERS SHALL RECEIVE "USG" DURA -BEAD #101. USE "USG" #200B METAL TRIM WHERE ENDS ARE EXPOSED. ALL JOINTS SHALL HAVE ' USG" PERFA -TAPE WITH DURABOND JOINT COMPOUND. GYPSUM BOARD SHALL EXTEND TO THE UNDERSIDE OF THE DECK AND WILL BE AIR TIGHT TO THE DECK UNLESS SPECIFIED OTHERWISE. 2. SUSPENDED ACOUSTICAL TILE CEILING GRID SHALL BE "ARMSTRONG" PRELUDE XL 15/16" EXPOSED TEE SUSPENSION GRID. FRAMING SHALL COMPLY WITH ASTM C 635 WITH A DEFLECTION OF 1 /360 ". EXPOSED SURFACES SHALL BE HIGH -BAKED ENAMEL TO MATCH CEILING TILE. FRAMING TO BE USED IN FIRE RESISTIVE ASSEMBLIES TO CONFORM TO U.L. REQUIREMENTS. SIZE PER REFLECTED CEILING PLAN. 3. ACOUSTICAL CEILINGS ARE AS SPECIFIED ON DRAWINGS. USE RATED CEILINGS IF REQUIRED BY LOCAL AUTHORITIES. ALL ACOUSTICAL CEILINGS SHALL BE ARMSTRONG OR APPROVED EQUAL. 4. SUSPENDED GYPSUM BOARD CEILING SHALL BE U.S.G. OR EQUAL PRODUCTS AND MATERIALS. USE 8 GA. HANGER WIRES AT 48" O.C. ALONG CARRYING CHANNELS AND WITHIN 6" OF ENDS OF CARRYING CHANNELS AT 48" O.C. PROVIDE 1" CLEARANCE BETWEEN RUNNERS WHICH ABUT WALLS AND PARTITIONS. ERECT METAL FURRING CHANNELS AT RIGHT ANGLES TO CARRYING CHANNELS. SPACE FURRING AT 24" O.C. 5. RESILIENT TILE FLOORING: VINYL TILE FLOORING SHALL BE 1/8" X 12" X 12 ". ALL EXPOSED EDGES SHALL HAVE SURFACE APPLIED VINYL PLASTIC EDGE STRIPS WHERE NO OTHER EDGE CONSTRUCTION IS INDICATED ON DRAWINGS. INSTALL BLACK VINYL TRANSITION STRIP BETWEEN VCT AND CARPET OF SALES (UNDER STOCKROOM DOOR)., STRIP TO BE "ROPPE", "FLEXCO", , OR EQUAL 3/8" HIGH WITH 1/4" BUTTING GAUGE, UNDERCUT, LONG FLANGE, SMOOTH TAPES, BLACK. 6. CARPETING: CARPET PROVIDED BY TENANT SHALL BE GLUED DIRECTLY TO CONCRETE FLOOR. ALL SEAMS BONDED WITH SEAM SEALER. CARPET TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 7. TRANSITION STRIP: SCHLUTER - SCHIENE AE100 - 3/8" ALUMINUM, SATIN ANODIZED TRANSITION STRIP FURNISHED AND INSTALLED BY T.G.C. 8. PAINTED GYPSUM BOARD SHALL HAVE A MEDIUM ORANGE PEEL TEXTURE. FINISH APPLIED WITH 3/8" NAP ROLLER AND SHALL RECEIVE TWO (2) COATS OF MATTE FINISH, LATEX ENAMEL PAINT UNLESS OTHERWISE NOTED ON DRAWINGS. NO SPRAY -ON TEXTURE FINISH; PAINT DIRECTLY ON DRYWALL 9. VINYL WALL COVERING: PRIME AND SEAL ALL SURFACES. APPLY PANELS IN EXACT ORDER AS CUT FROM ROLL, USING ROLLS IN CONSECUTIVE ORDER. USE STIFF BRISTLE BRUSH OR FLEXIBLE BROAD KNIFE TO ELIMINATE AIR POCKETS. WRAP COVERING 6 IN. BEYOND OUTSIDE CORNERS AND 3 IN. AT INSIDE CORNERS. 10. MILLWORK PACKAGE IS SUPPLIED BY TENANT AND INSTALLED BY TENANT'S GENERAL CONTRACTOR. SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, DRAWINGS, AND DETAILS. ENTIRE SYSTEM IS A CLASS 1 FINISH. REFER TO MILLWORK SECTION. SPECIALTIES 1'. TOILET ACCESSORIES: THE GENERAL CONTRACTOR'S PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING TOILET ACCESSORIES: ACCESSORIES SHALL BE ONE (1) EACH PER TOILET ROOM AS MANUFACTURED BY THE FOLLOWING (OR APPROVED EQUAL): BOBRICK B -685 SURFACE MOUNTED CHROME TOILET PAPER HOLDER BOBRICK B -973 SURFACE MOUNTED CHROME SOAP DISH MIRROR B- 293 -2436 2' -0" X 3' -0" HIGH WITH CHROME "J" MOLDING ON ALL EDGES - MOUNT ABOVE SINK BOBRICK B -2620 SURFACE MOUNTED CHROME PAPER TOWEL DISPENSER (FURNISHED BY TENANT, INSTALLED BY T.G.C.) 2. HANDICAP TOILET ROOM ACCESSORIES: THE TENANT'S GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE FOLLOWING TOILET ACCESSORIES WHEN A TOILET ROOM IS TO BE HANDICAP ACCESSIBLE. PROVIDE ACCESSORIES LISTED ABOVE FOR STANDARD TOILET ROOM AND ADD THE FOLLOWING (OR APPROVED EQUAL): BOBRICK B -6106 X 36" CHROME GRAB BAR BOBRICK B -6106 X 42" CHROME GRAB BAR 3. METAL ACCESS DOORS SHALL BE MILCOR OR EQUAL. ACCESS DOOR FOR DRYWALL PARTITIONS AND CEILINGS SHALL BE 22" X 22" 18 GA. STEEL DOOR PANEL WITH 16 GA. STEEL FRAME. HINGE TO BE CONTINUOUS TYPE - STEEL WITH STAINLESS STEEL PIN. PAINT PANEL TO MATCH SURROUNDING MATERIALS OR FINISHES. 4. FIRE -RATED ACCESS DOOR FOR WALLS AND CEILING SHALL BE 1 1/2 HOUR RATED "B" LABEL, 24" X 24 ", 20 GA. DOOR PANELS WITH 16 GA. STEEL FRAME. HINGE TO BE CONTINUOUS TYPE -STEEL WITH STAINLESS STEEL PIN. PAINT PANEL TO MATCH SURROUNDING MATERIALS OR FINISHES. 18" HALO LETTERS ON SILVER BACKER 17" ALUMINUM WIREWAY EDGE OF 6" DRYWALL PROJECTION 4" TRIM M _ 0 .1 co 7 I 1 1 1 1 1 1 3 3/4 9' -0 3/8" E 1 /8" 2' -7" -3 3/4 •1 14' -11 1/8" 15' -7 1/8" 4"/ Storefront Sign Scale: 1/2' = 1' -0' Elevation RECESS IN DRYWALL FOR WIREWAY. - LOCATE AT 1/2" ABOVE VERTICAL CENTER OF SIGN - MUST HAVE 2" CLEAR ABOVE WIREWAY LOCATION - 1" WIDER ON EACH SIDE THAN COPY & ICON. LANDLORD BULKHEAD • 13' -11 1/8" 0 N 0 0 x • SIGNAGE PERMIT TO BE OBTAINED BY SIGN VENDOR UNDER SEPARATE PERMIT. SIGNAGE SHOP DRAWINGS SHALL BE SUBMITTED TO LANDLORD FOR REVIEW & APPROVAL BY TENANT'S SIGNAGE VENDOR. 1 P -6 1 5 "� 4" EDGE OF 6" DRYWALL PROJECTION- UNE OF STOREFRONT ENTRY CEILING UNE OF STOREFRONT SIGN REF: 1/A1 14' -9 1/8" UNE OF OPENING FOR 17" WIREWAY 15' -3 1/2" DASHED UNE IS THE OUTSIDE EDGE OF THE SIGN IN FOREGROUND 5" 3 1 /4" Storefront Detail Scale: 1/2' = 11-0' ON 5/8" TYPE 'X' GYP. BD. LEASE UNE 6" X 3 5/8" 16 GA. MTL BOX BEAM FOR LATERAL SUPPORT OF STOREFRONT SIGN. Storefront Sign SCALE 1' = 1' -0' Section NOTE: REF: 2/A6 FOR STOREFRONT SECTION NOTES: 1. ALL MOUNT HARDWARE IS PAINTED BLACK TO MATCH BORDER. 2. TGC IS RESPONSIBLE FOR PROVIDING ANY NEEDED RECESS FOR WIREWAY. 3. FLUSH MOUNT WHEREVER POSSIBLE. 4. CLEAT IS LENGTH OF WIREWAY. REFER 1/A4 FOR LOCATION OF ACCESS PANEL BRUSHED ALUM " 1 1/ " FINISH. 1/2 "1" LH HANDLE (BACK FACE) .625 COUNTERBORE, .125 DEEP 3 PLACES SECTION - A 1, -0" R 3" W HANDLE (FRONT FACE) Door Handles Detail RH HANDLE (BACK FACES) 1 /2" ALL EDGES AND FRONT FACES SURFACES (INCLUDING AREA INSIDE RECESSED "D "'S) ;MUST BE FREE OF TOOL MARKS. NO EXCESSIVE TOOL MARKS ON BACK FACE AREA. (BLACK SURFACE) DRUSHED ALUM FINISH. SCALE 3' = 1' -0' DETAIL B 1, -O" 1/8" R TYP. 41" A.F.F., R1 1/8" RH HANDLE (FRONT FACES) to 3 s REVIEWED FOR CODE COMPLIANCE APPo VRD FEB 0 3 2011 C' of Tukwila BUILDING DIVISION c1415$YUISALA JAN 19 2011 - PERMIT CENTER rn E dTS d821gEn group 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evoluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group V m e 65 ON 1- :c ON E W 1 iCVZ le" CP0 0 vON ='- co O v Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 1 1 /1 1 /1 0 Revisions A\ \ Date 1 1 /17/10 In By BBB A P 6 A 6" u MOUNTING CUPS W /PLATE FR PLYWOOD P -6 1 - 2' -10" POP OUT Z rn Co 14) In GYP. BD. BACKER -- BEHIND WIREWAY (-18" HALO LETTERS ON SILVER BACKER o 17 "HTX2 "DP WIREWAY AT CENTER OF SIGN ALL ICON STUDS TO BE KEPT INSIDE THE HEIGHT OF THE "B" 1 0, ( _ LO P-6 I P -1 6 6" X 3 5/8" 16 GA. MTL BOX BEAM FOR LATERAL SUPPORT OF STOREFRONT SIGN. Storefront Sign SCALE 1' = 1' -0' Section NOTE: REF: 2/A6 FOR STOREFRONT SECTION NOTES: 1. ALL MOUNT HARDWARE IS PAINTED BLACK TO MATCH BORDER. 2. TGC IS RESPONSIBLE FOR PROVIDING ANY NEEDED RECESS FOR WIREWAY. 3. FLUSH MOUNT WHEREVER POSSIBLE. 4. CLEAT IS LENGTH OF WIREWAY. REFER 1/A4 FOR LOCATION OF ACCESS PANEL BRUSHED ALUM " 1 1/ " FINISH. 1/2 "1" LH HANDLE (BACK FACE) .625 COUNTERBORE, .125 DEEP 3 PLACES SECTION - A 1, -0" R 3" W HANDLE (FRONT FACE) Door Handles Detail RH HANDLE (BACK FACES) 1 /2" ALL EDGES AND FRONT FACES SURFACES (INCLUDING AREA INSIDE RECESSED "D "'S) ;MUST BE FREE OF TOOL MARKS. NO EXCESSIVE TOOL MARKS ON BACK FACE AREA. (BLACK SURFACE) DRUSHED ALUM FINISH. SCALE 3' = 1' -0' DETAIL B 1, -O" 1/8" R TYP. 41" A.F.F., R1 1/8" RH HANDLE (FRONT FACES) to 3 s REVIEWED FOR CODE COMPLIANCE APPo VRD FEB 0 3 2011 C' of Tukwila BUILDING DIVISION c1415$YUISALA JAN 19 2011 - PERMIT CENTER rn E dTS d821gEn group 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evoluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group V m e 65 ON 1- :c ON E W 1 iCVZ le" CP0 0 vON ='- co O v Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 1 1 /1 1 /1 0 Revisions A\ \ Date 1 1 /17/10 Description CUSTOMER COMMENTS By BBB A A A A A 1 3 co V D 0 1) mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Drawn By (PDMS 100371) Appv'd By BBB RER Sheet Title A rch it t i Specifications & Sign Details Sheet Number Al 1 of 16 1 GRAB BARS UGHT FIXTURE; CENTER ABOVE MIRROR 39"-41" TOILET PAPER HOLDER WATER CLOSET IP 4I 2' -0" MIN. °D " -9 k m ` Z M rn � 3 M la c 0 PAPER TOWEL DISPENSER SOAP DISH MIRROR NOTE: RUN • SV -1 6" UP WALL & WELD INSIDE CORNERS TO PROVIDE A WATERPROOF BARRIER NOTE: INSULATE ALL EXPOSED HOT WATER AND DRAIN ONES co I SV -1 CO ( I P -4 I ISV- 1 HOSE BIBB Existing Toilet Room Elevations Scale: 3/8' = 1' -0' a0 1 RAB BARS ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES: 1. LETTERS AND NUMERALS MUST BE RAISED 1/32" FROM SIGN SURFACE. 2. CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2 ". 3. TYPE STYLE FOR LETTERS AND NUMBERS SHALL BE SANS SERIF OR SIMPLE SERIF. 4. WORDS AND NUMBERS MUST BE CONVERTED INTO GRADE 2 BRAILLE, AND BE APPLIED TO SIGN. 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM. ACCESSIBILITY SIGN ANSI APPROVED E.S. PLASTIC NEMA RATED SELF EXTINGUISHING ADHESIVE MOUNTED FURNISHED AND INSTALLED BY T.G.0 Toilet Room Signage Saab: l =1'-0' ANCHOR PLATES ARE 12 GAUGE STEEL AND 3" WIDE (LENGTH VARIES). FURNISHED WITH STAINLESS STEEL MACHINE SCREWS TO ACCOMMODATE WALL FINISHES TO 1 1/2" THICK. ANCHOR PLATES SECURED TO STUDS BY WELDING, WIRING OR SELF THREADING SCREWS. Toilet Room Notes No Scale FITTING ROOM DOOR HARDWARE TO BE INTSTALLED AT THE TIME OF PUNCH -OUT BY TENANT'S LOCKSMITH OPAQUE ACRYUC PANEL )\;\i_____ 4 TOILET PAPER HOLDER WATER CLOSET E-1 P -4 I> UGHT FIXTURE PAPER TOWEL DISPENSER- Z_ 8' -0" 8" NINe NOTE: INSTALL HOSE BIBB UNDER SINK WITH 24" HOSE a t0. FLUSH ACTIVATOR ON WIDE SIDE OF ROOM NO HIGHER THAN 44" A.F.F. 1 MEN WATER CLOSET. THE HEIGHT IS REQUIRED TO BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURE TO THE TOP OF THE SEAT. FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MAXIMUM OPERATING FORCE OF 3 lbs. OR BY A REMOTE LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED SO IT IS OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT.* THE REQUIREMENTS FOR TOILET COMPARTMENTS DEPEND ON THE SIZE OF THE WATER CLOSET, SO IT IS IMPORTANT TO KNOW WHAT TYPE ONE IS USING WHEN DESIGNING THE TOILET ROOM. THERE ARE VARIOUS TYPES AVAILABLE, AND COMPETITIVE BIDDING MAY CAUSE LATER CHANGES IN THE WATER CLOSET USED. THE FOLLOWING TABLE IS A GENERAUZATION OF THE TYPICAL SIZES AVAILABLE IN THE COMMONLY USED TYPES OF WATER CLOSETS. IF THERE IS ANY DOUBT, DESIGN FOR THE LARGEST TYPE THAT MIGHT BE USED. LAVATORY. PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30 INCHES WIDE WITH 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE TOE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES IN FRONT OF THE LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS AND OPERATING MECHANISMS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CAN NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NOT TO EXCEED 5 lbs. LEVER - OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF- CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. ACCESSORIES. WHERE TOWEL SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. MOUNT 24" X 36" MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR (TO REFLECTIVE SURFACE). HANDLES REF: 4/A1 C \ 1 0 0 Door Types No scale HARDWARE HARDWARE. HAND ACTIVATED DOOR OPENING HARDWARE IS REQUIRED TO BE CENTERED BETWEEN 30 AND 44 INCHES HIGH. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL HAVE TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABIUTY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS ARE REQUIRED TO OPERATE AS DESCRIBED ABOVE IN THE DIRECTION OF EGRESS. CLOSERS. THE MAXIMUM EFFORT TO OPERATE DOORS CANNOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. REQUIRED FIRE DOORS MAY REQUIRED UP TO 15 POUNDS PRESSURE. THE PRESSURE IS TO BE MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SUDING OR FOLDING DOORS. COMPENSfl1NG DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTIUZED TO MEET THE REQUIREMENTS. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (75 mm) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. DOORS ENTRANCES. ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES ARE REQUIRED TO BE MADE ACCESSIBLE. A PRIMARY ENTRANCE IS DEFINED AS, "...ANY ENTRANCE TO A FACILITY WHICH HAS A SUBSTANTIAL FLOW OF PEDESTRIANS TO ANY SPECIFIC MAJOR FUNCTION OF THE FACILITY." REVOLVING DOORS CAN NOT BE USED AS A REQUIRED ENTRANCE FOR THE HANDICAPPED. RECESSED DOORMATS ARE REQUIRED TO BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. DOOR WIDTHS AND HEIGHTS. REQUIRED EXIT DOORWAYS ARE REQUIRED TO HAVE A CLEAR OPENING NOT LESS THAN 32 INCHES WIDE. FOR HINGED DOORS, THE OPENING IS MEASURED WITH THE DOOR AT A 90 DEGREE ANGLE FROM ITS CLOSED POSITION. AT LEAST ONE OF A PAIR OF DOORS, INCLUDING AUTOMATIC DOORS, HAS TO PROVIDE THE 32 INCH CLEAR OPENING. DOOR HEIGHTS ARE REQUIRED TO BE A MINIMUM OF 80 INCHES. ®Door /Hardware Detail No Scale s SV -1 I NOTE: THESE ELEVATIONS ARE TYPICAL, REFERENCE FLOOR PLAN FOR EXACT CONFIGURATION. • WOMEN Z N K) 1 DOOR SCHEDULE MARK S E BASE TYPE LION O3' -6" x 11Y-1 1 3/4" (PAIR) 1 O GROUP #6 ■ ALUMINUM TEMP GLASS DOORS WITHI PC -3 I POWDER COAT FINISH HINGES TO BE POWDERCOAT IPC -31 O3' -0" x 5' -0" x 1 3/8" 2L OA DOOR SUPPLIED BY TENANT: REF. DETAIL 12/A8 - DOOR FRAME BY TENANT O3' -6" x 6' -8" x 1 3/4" 3 O EXIT CORRIDOR/STOCKROOM 1 1/2 PAIR BUTTS HAGER 4 1/Y 0B1279 US26D LATCHSET SCHLAGE D SERIES D1OS RHO 626 PASSAGE LATCH CLOSER NORTON SERIES 7700 DOOR CLOSER -NO HOLD OPEN DOOR STOP IVES #402 -B26D HOLLOW METAL DOOR IN METAL FRAME PTD. I P -3 I 1. ®SYMBOL DESIGGUTES APPROVED FOR ADA ACCESSIBILITY 2. PROVIDE A FACTORY INSTALLED SMOKE GASKET IF FRAME IS IN A RATED PARTITION 3. FINISHES FOR ALL HARDWARE SHALL BE BRUSHED ALUMINUM 4. SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT EXCEED 5 lbs. FOR INTERIOR DOORS, 8.5 Lba. FOR EXTERIOR DOORS, AND 15 Iba. FOR REQUIRED FIRE DOORS. O(EXIST) 3' -0" x 6' -8" x 1 3/4" 4 O P -2 EXISTING HOLLOW METAL DOOR IN METAL FRAME PTD. 1 P -3 I 4" HIGH MAPLE - STAINED AND FINISHED TO MATCH I F -3 I 12' -6" 10' -6" (EXIST) 3' -0" x 6' -8" x 1 3/4" 5 O EXISTING HOLLOW METAL DOOR IN METAL FRAME PTD. I P -3 1 - © (EXIST) 3' -0" x 7' -0" x 1 3/4" 6 PL -2 EXISTING HOLLOW METAL DOOR IN METAL FRAME PTD. I P -3 I B -2 O3' -6" x 6' -8" x 1 3/4" 2 0 O PLASTIC LAMINATE HOLLOW METAL DOOR IN METAL FRAME PTD.I P -3 I 4 .ARTS: EXISTING PAINT IS TO BE STRIPED AND PREPARED FOR NEW FINISHES ON ALL EXISTING DOORS AND FRAMES ROOM FINISH SCHEDULE ROOM FLOOR BASE WAILS CEIUNG CBUNG HEIGHT REMARKS TYPICAL TOILET ROOM DOOR TGC TO INSTALL IF NOT EXISTING: 1 1/2 PAIR BUTTS HAGER 4 1/2' 081279 US26D LATCHSET ® SCHLAGE D SERIES D4OS RHO 828 PRIVACY LOCK CLOSER NORTON SERIES 7700 DOOR CLOSER -NO HOLD OPEN DOOR STOP IVES /402 -B26D GROUP #6 ■ TYPICAL REAR EXIT DOOR TGC TO INSTALL IF NOT EXISTING HINGES TO BE POWDERCOAT IPC -31 ' " 11 -0 NOTE GYP. BD. BEHIND SIGN BR -1 BR -1 P -1 F -1 ML -1 SOLDIER COURSE PAINTED P -6 EXIT CORRIDOR/STOCKROOM 1 1/2 PAIR BUTTS HAGER 4 1/Y 0B1279 US26D LATCHSET SCHLAGE D SERIES D1OS RHO 626 PASSAGE LATCH CLOSER NORTON SERIES 7700 DOOR CLOSER -NO HOLD OPEN DOOR STOP IVES #402 -B26D 1 1/2 PAIR BUTTS HAGER 4 1/2• 081279 US26D PULL HANDLE 10' 'U' SHAPED BRUSHED ALUMINUM HANDLE ON CORRIDOR SIDE NOTHING ON SALES SIDE CLOSER NORTON SERIES 7700 DOOR CLOSER -NO HOLD OPEN DOOR STOP IVES #402 -B26D 1. ®SYMBOL DESIGGUTES APPROVED FOR ADA ACCESSIBILITY 2. PROVIDE A FACTORY INSTALLED SMOKE GASKET IF FRAME IS IN A RATED PARTITION 3. FINISHES FOR ALL HARDWARE SHALL BE BRUSHED ALUMINUM 4. SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT EXCEED 5 lbs. FOR INTERIOR DOORS, 8.5 Lba. FOR EXTERIOR DOORS, AND 15 Iba. FOR REQUIRED FIRE DOORS. I VT -1 I 12$ WOOD BASE - P -2 P -3 4" HIGH MAPLE - STAINED AND FINISHED TO MATCH I F -3 I 12' -6" 10' -6" 2 P -4 r P -5 AT -1 - : -1 4" HIGH, BLACK COVE F -1 PL -1 PL -2 P -1 B -2 F -3 PC -2 WS -1 PLASTIC LAMINATE FORMICA 2022 "BRUSHED ALUMINUM 4 BR -1 WC -1 PLASTIC LAMINATE STOCKROOM - 1 PL -3 1 - 12' -0" F -2 AT -2 P -4 B -3 48 PAINT SHERWIN WILLIAMS: RED - BASE PRODUCT #: A41T214 ULTRADEEP BASE 6403 -25981 (ALL SURFACES ENAMEL, ACRYUC LATEX SATIN) 1,2, 6,9 EXISTING TOILET ROOMS 3 1 PAINT SHERWIN WILLIAMS: TRI -CORN BLACK SW6258 EXISTING 8, -O" NOTE PAINT SHALL BE ALKYD ENAMEL P -4 P -4 SV -1 6 " SV -1 P -4 I 1 - PAINT RMNG ROOMS 1.10 P -5 I - PAINT 9' -6" 7' -6" 13 P -1 WC -1 B -1 F -3 BENJAMIN MOORS GREY SHOWER PLUS (1 P -6 I) CUT 20% UGHTER 13 - 20 O KAZMIRE WALLPAPER: US VINYL- 4490B/2A- BUCKLE WEAVE CUSTOM -54" TGC 1 WC -11 EXISTING 8' -O" P -4 P -4 B -3 VT -1 10' 1 COAT P-2 ITHEN T WALL SYSTEM PAZ WALL SYSTEM, REF. ELEVATIONS & PLAN FOR FINISHES. STOREFRONT SHOW WINDOW 1 WS -1 I ATS REQUIRED LOGO PAINT1 P -5 1 METAL TRANSITION STRIP 14' -2" 1/4" CLEAR POUSHED MIRROR WITH SWIPED EDGES BY T.G.C. BR -1 1 MR -1 1 P -1 B -1 F -3 NOMINAL 24" x 108" x 1/4" MIRROR WITH CONTINUOUS CHROME J -MOLD AROUND THE MIRROR PROVIDED BY TGC. MOUNT MIRROR ON 3/4" MDF WC -2 E1= e41 27 MIRROR BUT CORRIDOR 3 ,[ELI WOOD VENEER FLOORING MIRROR 9' -0" P -1 P -1 B -3 VT -1 WOOD VENEER BROOKSIDE VENEERS LTD.: BRAEWOOD WENGE, 947/Y32 POLYURETHANE FINISH T 1 WV -1 1 GRAB BARS. LOCATE GRAB BARS ON EACH SIDE, OR ONE SIDE AND THE BACK, OF THE WATER CLOSET, 33 " -36" ABOVE AND PARALLEL TO THE FLOOR. GRAB BARS AT THE SIDE ARE TO BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 12 INCHES IN FRONT OF THE WATER CLOSET. GRAB BARS AT THE BACK CAN NOT BE LESS THAN 36 INCHES LONG. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE IS REQUIRED TO BE 1 1/4 TO 1 1/2 INCHES, OR THE SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS IS TO BE 1 1/2 INCHES. GRAB BARS SHALL NOT ROTATE. GRAB BARS AND ANY SURFACE ADJACENT TO THEM CAN NOT HAVE ANY SHARP OR ABRASIVE ELEMENTS. EDGES ARE TO HAVE A MINIMUM RADIUS OF 1/8 INCH. BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPUCAT1ON OF 250 LBF. SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPUCATION OF 250 LBF SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR. IF THE CONNECTION BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. DOOR CLOSERS: SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT EXCEED 5 LBS. FOR INTERIOR DOORS, 8.5 WS. FOR EXTERIOR DOORS, AND 15 lbs. FOR REQUIRED FIRE DOORS. THRESHOLDS. THRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH HIGH. BEVEL OR SLOPE THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING 45 DEGREES SO THAT NO SINGLE VERTICAL CHANGE OF ELEVATION EXCEEDS 1/4" INCH. 1. EXIT DOORS, TOILET ROOM AND CHANGING ROOM DOOR TO BE OPENABLE FROM INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR NEED OF KEY. 2. SEE SPECIFICATION SHEET FOR RESPONSIBILITIES. 3. ALL HARDWARE TO BE LEVER TYPE. ENTRANCE SIGNS: ALL BUILDINGS ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. LEVER 2' -6" TO 3' -8" A.F.F. 1 1 30 "x48" 1 CLEAR J FLOOR AREA .- L-- -L - - -J / 1 I ■ MR -4 2 r 0 M r- 24" -MIT - ' -0" MIN. \ \ 1 30" x CLEAR 1 FLOOR AREA I MR -4 6 3/4" 7' -0" 7' -11 3/4" DRINKING FOUNTAIN WITH APRON TO FLOOR. REF: 12/A1 a. (': Existing Enlarged Toilet Rm. Plan NOTE: DO NOT INSTALL UNTIL WOOD FLOORING IS INSTALLED. 5/8" TYPE 'X' GYP. BD. 3 5/8" x 20 GA METAL STUDS 0 16" O.C. TIMELY DOOR JAMB BY TENANT FITTING ROOM DOOR Door Jamb Detail Scale: 3' = 1' -0' TIMELY DOOR JAMB FOR FITTING ROOMS 5/8" TYPE 'X' GYP. BD. 3 5/8" x 20 GA METAL STUDS ® 16" O.C. TIMELY DOOR JAMB BY TENANT PC -3 HOLLOW METAL DOOR P -3 Door Head /Jamb Detail Scale: 3' = 1' -0' HOLLOW METAL FOR SLAB DOORS NOTE: REF: 3/A1 a FOR GRAB BAR DETAILS. NOTE: REF: 1 /A1a FOR TYPICAL TOILET RM. ELEVATIONS. (FOR REFERENCE ONLY) STEEL ANGLE ATTACHED TO DECK ABOVE FOR LATERAL SUPPORT OF DOOR INSTALL DOOR FRAMING AS TIGHT AS POSSIBLE TO CEIUNG ABOVE 1 HARDWARE SCHEDULE 1 RESPONSIBILITIES � GROUP #1 TYPICAL ENTRY DOOR - INTERIOR, GROUP #4 TYPICAL OFFICE DOOR TGC TO INSTALL IF NOT EXISTING ALL HARDWARE SUPPUED AND INSTALLED BY TGC MEDIUM STILE WITH 12" BOTTOM RAILS 3/4" BLACK OFFSET PIVOTS BY DOOR MANUFACTURER CYLINDER- OPERATED FWSHBOLT1871 -20- MORTISE CYLINDER 20-013 MORTISE THUMB TURN CYLINDER A9210M26DAR1 CHROME DUST PROOF STRIKES FOR OPEN & CLOSED POSITIONS CUSTOM PULL AND PUSH PLATE PROVIDED BY TENANT MOUNTED AT 41' A.F.F.: SEE 4/A1 CORE MUST HAW 1HE ABIUTY TO BE REMOVED WITHOUT HAVING TO TAKE DOWN THE DOOR LEAF 1 1/2 PAIR BUTTS HAGER 4 1/2" 081279 US26D LATCHSET SCHLAGE D SERIES D53PD RHO 626 ENTRANCE LOCK DOOR STOP IVES #402 - -B26D . ____.._ GROUP #5 TYPICAL TOILET ROOM DOOR TGC TO INSTALL IF NOT EXISTING: 1 1/2 PAIR BUTTS HAGER 4 1/2' 081279 US26D LATCHSET ® SCHLAGE D SERIES D4OS RHO 828 PRIVACY LOCK CLOSER NORTON SERIES 7700 DOOR CLOSER -NO HOLD OPEN DOOR STOP IVES /402 -B26D GROUP #6 ■ TYPICAL REAR EXIT DOOR TGC TO INSTALL IF NOT EXISTING HINGES TO BE POWDERCOAT IPC -31 1 1/2 PAIR BUTTS HAGER 4 1/2" 081279 US26D EXIT DEVICE 911H ALARM DETDL FV40 x EB (PROVIDED BY TENANT) CLOSER NORTON SERIES 7700 DOOR CLOSER W/ HOLD OPEN DEVICE DOOR STOP IVES #402 -B28D DOOR SWEEP NATIONAL D48RODUCTS PEEP HOLE (2) IVES MODEL# U698 (MOUNTED 0 48" A.F.F. and 60' A.F.F.) LATCH GOURD MAAGTM 9 RING 11 3/4' UNIVERSAL TGC GROUP #2 L - © TYPICAL DRESSING ROOM DOORS ALL HARDWARE SUPPUED BY TENANT INSTALLED BY TENANTS LOCKSMITH AT TIME OF PUNCH LEVER HANDLE LOCKSET BY TENANT INSTALLED BY TENANTS LOCKSMITH AT PUNCH DOOR STOP PROVIDED BY TENANT (WALL MOUNT • 14 A.F.F.) REF. DETAIL 12/A8 FOR DOOR DETAIL R. DETAIL 7 /A1a FOR JAMB DETAIL "e ��0 _ -��Ia1 GROUP #3 TYPICAL SALES/ DOT CORRIDOR DOOR GROUP #7 EXIT CORRIDOR/STOCKROOM 1 1/2 PAIR BUTTS HAGER 4 1/Y 0B1279 US26D LATCHSET SCHLAGE D SERIES D1OS RHO 626 PASSAGE LATCH CLOSER NORTON SERIES 7700 DOOR CLOSER -NO HOLD OPEN DOOR STOP IVES #402 -B26D 1 1/2 PAIR BUTTS HAGER 4 1/2• 081279 US26D PULL HANDLE 10' 'U' SHAPED BRUSHED ALUMINUM HANDLE ON CORRIDOR SIDE NOTHING ON SALES SIDE CLOSER NORTON SERIES 7700 DOOR CLOSER -NO HOLD OPEN DOOR STOP IVES #402 -B26D 1. ®SYMBOL DESIGGUTES APPROVED FOR ADA ACCESSIBILITY 2. PROVIDE A FACTORY INSTALLED SMOKE GASKET IF FRAME IS IN A RATED PARTITION 3. FINISHES FOR ALL HARDWARE SHALL BE BRUSHED ALUMINUM 4. SHALL BE ADJUSTED SO THAT THE OPENING EFFORT DOES NOT EXCEED 5 lbs. FOR INTERIOR DOORS, 8.5 Lba. FOR EXTERIOR DOORS, AND 15 Iba. FOR REQUIRED FIRE DOORS. MATERIALS SCHEDULE MARK MATERIAL DESCRIPTION REMARKS 3 COATS REQUIRED MIN. CERAMIC TILE DALTILE 24X24 CERAMIC TILE- METAL FUSION TILE- COLOR: ZINC OXIDE 11 1. PAINT ON GYPSUM BOARD TO BE SATIN ENAMEL FINISH. DOOR ON RS WOOD TRIM AND O BE ENAMEL FINISH. SEMI -GLOSS 2. REFER TO MIXTURE SCHEDULE BELOW 3 INSTALL CLEAR SILICONE SEALANT CONTINUOUS AROUND EDGE. DO NOT INSTALL J -MOLDS 4. USE PL400 GLUE FOR SLATWALL TO PAZ WALL INSTALLATION. 5. USE 1/2" CEMENT BOARD FOR ALL AREAS EXPOSED TO US COMMON AREA ONLY. USE E L 5/8 TYPE 'X' GYP. BD. FOR ALL AREAS IN SALES AREA & SHOW WINDOW. 6. APPLY GRAY LATEX PRIMER TO SUBSTRATE 7. ACRYUC IMPREGNATED WITH PENNTHANE SEALER 8. HARTCO 57 ADHESIVE FURNISHED BY TENANT 9. MIN 3 COATS REQUIRED. WAIT 24 HRS BETWEEN APPLICATIONS. (1) PRIMER (3) FINISH COATS MIN. 1 F -1 I P4 FLOOR PAINT VALSPAR CORP. - PORCH & FLOOR: LATEX SATIN ENAMEL UGHT GRAY TGC I F -2 1 12$ WOOD FLOORING ARMSTRONG PREMIER PERFORMANCE - EPP4103 - MAPLE NATURAL 3/8" TH. X 4 1/2" WIDE X RANDOM LENGTH 7,8 1 F -3 1 12$ VINYL TILE AZROCK - CORTINA COLORS SERIES #V -862 CLOUD WHITE -12 x 12 12. I VT -1 I 12$ WOOD BASE - 1 1 B -1 1 4" HIGH MAPLE - STAINED AND FINISHED TO MATCH I F -3 I R4 NEW RED 2 ■ �': STEEL BASE 4" HIGH, 24 Ga. STEEL BAS 31 51 12 - VINYL BASE 4" HIGH, BLACK COVE - RCERII - PLASTIC LAMINATE WILSONART: 2904 -60 - WHITE SUEDE 4 1 PL -1 i 6 PLASTIC LAMINATE FORMICA 2022 "BRUSHED ALUMINUM 4 I PL -2_1 - PLASTIC LAMINATE FORMICA: WHITE OR ALMOND (STOCKROOM COUNTERTOPS) - 1 PL -3 1 - PAINT SHERWIN WILLIAMS: UGHTER WHITE - BASE 6405 - 12729, EXTRA W I E B20W251 (EGGSHELL) - SEE MIXTURE TABLE 1,2 P -1 I - 48 PAINT SHERWIN WILLIAMS: RED - BASE PRODUCT #: A41T214 ULTRADEEP BASE 6403 -25981 (ALL SURFACES ENAMEL, ACRYUC LATEX SATIN) 1,2, 6,9 I P -2 1 3 1 PAINT SHERWIN WILLIAMS: TRI -CORN BLACK SW6258 1 P -3 1 - PAINT SHERWIN WILLIAMS: WHITE (DARKER) - BASE #: 6405 -12729 EXTRA WHITE B20W251 (EGGSHELL) - SEE MIXTURE TABLE 1'2 P -4 I 1 - PAINT SHERWIN WILLIAMS: CRIMSON RED - SW2906 1.10 P -5 I - PAINT BENJAMIN MOORE: GREY SHOWER #2125 -30 13 P -6 1 T I P -7 I PAINT BENJAMIN MOORS GREY SHOWER PLUS (1 P -6 I) CUT 20% UGHTER 13 - 20 WALL COVERING KAZMIRE WALLPAPER: US VINYL- 4490B/2A- BUCKLE WEAVE CUSTOM -54" TGC 1 WC -11 1 WC -21 WALL COVERING L WOLF - GORDON GILLEN /GRANITE- GIL 7- 6307/G6663903 E 22 10' 1 COAT P-2 ITHEN T WALL SYSTEM PAZ WALL SYSTEM, REF. ELEVATIONS & PLAN FOR FINISHES. 4 1 WS -1 I ATS REQUIRED LOGO PAINT1 P -5 1 METAL TRANSITION STRIP MIRROR 1/4" CLEAR POUSHED MIRROR WITH SWIPED EDGES BY T.G.C. 3 1 MR -1 1 11 GROUT TO BE HYDROMENT UNSANDED GROUT. COLOR: FRENCH GRAY, 1/16" GROUT LINE 12, BOLTS SHALL BE INSTALLED ON METAL BASE WHERE SECURED TO RED WALL USE THE USED AT SILVER PANEL DISPLAY WALLS. FORMULA A FOR (1) QUART: 13. B1Y25 F5 FOR BASE COLOR: PERMA ACRYL EXTERIOR: ACRYUC LATEX ENAMEL SATIN- BS -1533 DEEP BASE 14. D1ACt MIRROR WIDTH IS CONTINGENT UPON CLEAR OPENING DIMENSION AFTER SURROUNDING FINISH MATERIALS ARE APPLIED. TGC MIRROR NOMINAL 24" x 108" x 1/4" MIRROR WITH CONTINUOUS CHROME J -MOLD AROUND THE MIRROR PROVIDED BY TGC. MOUNT MIRROR ON 3/4" MDF 14 E1= e41 27 MIRROR THREE WAY MIRROR- 24" X 48" 0 CENTER SECT, 20" X 48" ON SIDE SECTS 3 ,[ELI WOOD VENEER FLOORING MIRROR 1/4" CLEAR POLISHED MIRROR BY TGC. J -MOLD AT TOP AND BOTTOM PROVIDED AND INSTALLED BY TGC. VERIFY SIZE OF MIRROR WITH ELEVATIONS. 29 I!f:=3 T TGC WOOD VENEER BROOKSIDE VENEERS LTD.: BRAEWOOD WENGE, 947/Y32 POLYURETHANE FINISH T 1 WV -1 1 31 MORTAR FOR BRICK (LIGHT GRAY) ACOUSTICAL TILE ARMSTRONG 24" X 24 X 5/8" "FINE FISSURED" #1728 -BL LAY -IN W /PRELUDE XL 15/16" EXPOSED TEE - BLACK 32 AT -1 I T ACOUSTICAL TILE ARMSTRONG 24" X 48" X 5/8" "CORTEGA' #769 -WH LAY -IN W /PRELUDE XL 15/16" EXPOSED TEE - WHITE ACRYUC PLEXI GLASS >) TGC SHEET METAL METAL GRAPHIC FRAMES T I ML -1 1 24 GA. SHEET METAL WITH 1 PC -1 (POWDER COAT FINISH TRANSOM WINDOW FRAMES WITH ACRYLIC PANELS T 1 ML -2-.1 CORRUGATED METAL RAW METAL - CORRUGATION SIZE 24 GA CR CQ 2.67" X 7/8"1 PC -1 I T TGC PROFILE 39.125" LONG X 120" WIDE. PAN HEAD SCREWS FOR CORRUGATED METAL POWDER COAT- SILVER SPRAYLAT -KURT SILVER - 1 STEP PRIMER BONDED CHROME PHB98988 2ND STEP: TOP COLOR BONDED SILVER PPB6803B 38 1 PC-11 T TGC POWDER COAT -WHITE PRISMATIC POWDERS - DIAMOND PEARL - PMB -1857 - METALLIC FINISH 39 1 PC -21 T POWDER COAT -BLACK PRISMATIC POWDERS - STERLING BLACK - UMB -1204 - METALLIC FINISH AUDIO SYSTEM -. , . 1 PC -3 I T ACRYUC PLEXIGLAS CYRO INDUSTRIES - #6157 -9 DP9: CLEAR 3/8" TH. - (FROSTED 2 SIDES) T CAM 42 NOTE ALL WALLS WHICH ARE GYP. BD., THAT RECEIVE RED PAINT OR WALLCOVERING SHALL RECEIVE UGHT GRAY PRIMER. CEMENT BOARD DOES NOT RECEIVE PRIMER. T FIBERGLASS PANEL WHITE EMBOSED PANEL WITH ACCESSORY TRIM FILE CABINET & SAFE 1 FRP 1 TGC ARCHITECTURAL THIN BRICK ROBINSON CO. THIN BRICK - CUSTOM TUMBLED WITH 1/4" GROUT JOINTS 5,6 1 BR -1 1 45 SEWING MACHINE T T 46 STOCKROOM COUNTERTOPS AND SHELVING TGC TGC 47 STOCKROOM HANGER BAR RACK AND ROLLING GARMENT RACK 1 PAINT MIXTURE SCHEDULE LIGHTER WHITE T " k FUUNIAIN By BBB 3 COATS REQUIRED MIN. ITt?M D L n ? P-1 RED . j.2 DARER WHITE P4 COLORANT QZ_ TGC SL4 12$ COLORANT QZ_ -32, DEMISING PARTITION STUDS 12$ COLORANT LIZ_ 12. .i 12$ B1 BLACK - 1 - - R4 NEW RED 2 56 - - B1 BLACK - 2 - - N1 RAW UMBER - 1 - - R3 MAGENTA 6 8 - - N1 RAW UMBER - 2 - - Y3 DEEP GOLD - 1 1 - Y1 YELLOW - 48 - - Y3 DEEP GOLD - 3 1 - R4 NEW RED - - - 1 B1 BLACK - 2 1 - R4 NEW RED - - 1 - T TGC 8 _ T W1 WHITE - 16 - - 20 TIMELY DOOR FRAMES FOR FITTING ROOM DOORS T TGC WITH POWDERCOAT IPC -31 METAL STUD FRAMING ON 5/8" TYPE 'X' GYP. BD. DOOR TEMP. GLASS Entry Door Head Detail Snob 3' -1'-0' MEDIUM STILE WITH 12" BOTTOM RAILS Bottom Rail Detail 11 METAL STUD FRAMING INSTALL DOOR FRAMING AS TIGHT AS POSSIBLE TO CEIUNG ABOVE TEMP. GLASS DOOR i IML -1 I ALL FOUR SIDES Door Jamb Detail Scale 3' _ ,,.o. to3 1 s e „" DRINKING T " k FUUNIAIN N- By BBB A ITt?M D L n ? CONCRETE SLAB ■ `WMNIMO E 0 VAPOR -REST CONCRETE SEALANT ' to TGC 3 DEMOLITION TGC \ 4 DEMISING PARTITION STUDS E E 5 DEMISING PARTITION GYP. BD. AND INSULATION E/TGC E/TGC 6 METAL STUD FRAMING ON 5/8" TYPE 'X' GYP. BD. DOOR TEMP. GLASS Entry Door Head Detail Snob 3' -1'-0' MEDIUM STILE WITH 12" BOTTOM RAILS Bottom Rail Detail 11 METAL STUD FRAMING INSTALL DOOR FRAMING AS TIGHT AS POSSIBLE TO CEIUNG ABOVE TEMP. GLASS DOOR i IML -1 I ALL FOUR SIDES Door Jamb Detail Scale 3' _ ,,.o. to3 1 s e „" DRINKING cO ER ELEVATION B -3 12 15" 4, 15" 0 30 "x48" CLEAR FLOOR AREA L - - - -J PLAN Drinking Fountain Elevation Scale 3/8' = 1'-0' T TENANT TGC-TENANT GENERAL CONTRACTOR WANDLORD E COSTING T " k FUUNIAIN N- By BBB A ITt?M D L n ? CONCRETE SLAB t E 0 VAPOR -REST CONCRETE SEALANT ' to TGC 3 DEMOLITION TGC \ 4 cO ER ELEVATION B -3 12 15" 4, 15" 0 30 "x48" CLEAR FLOOR AREA L - - - -J PLAN Drinking Fountain Elevation Scale 3/8' = 1'-0' T TENANT TGC-TENANT GENERAL CONTRACTOR WANDLORD E COSTING FURNISHED BY I 2 By BBB A ITt?M 1 CONCRETE SLAB E E 2 VAPOR -REST CONCRETE SEALANT T TGC 3 DEMOLITION TGC TGC 4 DEMISING PARTITION STUDS E E 5 DEMISING PARTITION GYP. BD. AND INSULATION E/TGC E/TGC 6 CEIUNG TGC TGC 7 INSULATION (CEIUNG AND /OR WALLS -REF. TO PLANS) - - 8 INTERIOR PARTITIONS E/TGC E/TGC 9 NEUTRAL PIER E E 10 1183E CABINET RELBCATIBN N/A N/A 11 STOREFRONT GLASS TGC TGC 12 STOREFRONT SIGN T T 13 BLADE 310N N/A N/A 14 TGC TGC ALUMINUM GLAZING SYSTEM FOR WINDOWS WITH POWDERCOAT I I 15 TGC TGC ENTRY DOORS WITH POWDERCOAT I PC-3 I 16 TGC TGC ENTRY COLUMN WRAP WITH POWDERCOAT I PC -1 I 17 CUSTOM DOOR PULLS T TGC 8 FITTING ROOM DOORS AND HARDWARE - LATCH SET INSTALLED BY TENANT'S LOCKSMITH AT TIME OF PUNCH T TGC 19 FITTING ROOM SEAT, ACCESSORIES, SIGNS, AND CLOTHES HANGER BAR T TGC 20 TIMELY DOOR FRAMES FOR FITTING ROOM DOORS T TGC WITH POWDERCOAT IPC -31 21 REAR EXIT DOOR E E 22 PANIC HARDWARE T TGC 23 ALL INTERIOR HOLLOW METAL DOORS, FRAMES, AND HARDWARE E/TGC TGC 24 METAL TRANSITION STRIP TGC TGC 25 WOOD TRANSITION STRIP 0 SHOW WINDOW PLATFORM T TGC 26 VINYL FLOOR TILE / SHEET VINYL / VINYL BASE TGC TGC 27 CERAMIC TILE FLOORING AND GROUT 0 ENTRY & ARCHWAYS T TGC 28 WOOD VENEER FLOORING T TGC 29 WOOD BASE AND 1/4" ROUND TRIM TO MATCH WOOD FLOORING T TGC 30 BRICKWORK T TGC 31 MORTAR FOR BRICK (LIGHT GRAY) TGC TGC 32 WALLCOVERINGS T TGC 33 ACRYUC PLEXI GLASS T TGC 34 METAL GRAPHIC FRAMES T TGC 35 TRANSOM WINDOW FRAMES WITH ACRYLIC PANELS T TGC 36 CORRUGATED METAL WITH SILVER POWDER COAT T TGC 37 PAN HEAD SCREWS FOR CORRUGATED METAL T TGC 38 T TGC WALL PANEL SYSTEM WS -1 39 MERCHANDISE SECURITY SYSTEM (NOTE: TGC TO INSTALL FLOOR ANTENNA) T T 40 AUDIO SYSTEM -. , . T T 41 PAYCOUNTER T TGC 42 FLOOR FIXTURES FOR MERCHANDISING & STOCKROOM FIXTURE ASSEMBLE & SET IN PLACE PER PLAN T TGC 43 FILE CABINET & SAFE T TGC 44 OFFICE CHAIRS T TGC 45 SEWING MACHINE T T 46 STOCKROOM COUNTERTOPS AND SHELVING TGC TGC 47 STOCKROOM HANGER BAR RACK AND ROLLING GARMENT RACK T TGC 48 STOCKROOM COMPUTER RACK T TGC 49 16" DEEP STOCKROOM SHELVES. REF: SHT A9 TGC TGC 50 WALL STANDARDS IN STOCKROOM T TGC 52 MIRRORS IN SALES AREA AND TOILET ROOMS TGC TGC 53 PAPER TOWEL DISPENSER T TGC 54 FIBERGLASS PANEL AT DRINKING FOUNTAIN TGC TGC 55 FIRE EXTINGUISHERS (2A 10 #BC) TGC TGC DRINKING FOUNTAIN NOTES FOR LOW DRINKING FOUNTAIN: 1. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4" HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. 2. CONTROLS SHALL BE FRONT MOUNTED OR SIDE MOUNTED NEAR THE FRONT EDGE. SPOUTS SHALL BE NO HIGHER THAN 36" MEASURED FROM THE FLOOR OR GROUND SURFACES TO THE SPOUT OUTLET. 3. WALL AND POST MOUNTED CANTILEVERED UNITS SHALL HAVE A CLEAR KNEE SPACE BETWEEN THE BOTTOM OF THE APRON AND THE FLOOR OR GROUND AT LEAST 27" HIGH, 30" WIDE, AND 17 -19" DEEP. SUCH UNITS SHALL HAVE A MINIMUM CLEAR FLOOR SPACE 30" X 48" TO ALLOW A PERSON IN A WHEEL- CHAIR TO APPROACH THE UNIT FACING FORWARD. 4. THE FOLLOWING KNEE CLEARANCE IS REQUIRED UNDERNEATH THE FOUNTAIN: 27" MIN. FROM THE FLOOR TO THE UNDERSIDE OF THE FOUNTAIN WHICH EXTENDS 8" MIN. MEASURED FROM THE FRONT EDGE UNDERNEATH THE FOUNTAIN BACK TOWARDS THE WALL; IF A MIN. 9" OF TOE CLEARANCE IS PROVIDED, A MAX. OF 6" OF THE 48" OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO THE TOE SPACE. REV,EwED FOR CODECOMPLIANCE APPPAVFD FEB 0 3 2011 City of Tukwila BUILDING nnmifN arrwRNVILA JAN; 7 9 2011 PERMIT CENTER pdmsdesign.com 31040 East Rondo! Mill Road Arlington, Texas 76011 817_633.4200 p 0 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group ti e N C `2ND coo _� h .htENEL V 4) a Q.E to go -C nf CO O• �"- =Ca N: z N in W O Z M co N N a- O$-aOo VON M e Project Address The Buclde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 1 1 /11 /1 0 Revisions /1\ Date 10 12 15 / / Description CUSTOMER COMMENTS By BBB A A A A A el5 1 3 Southcenter mrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 REGISTERED RCHITE HA L R. BLACK TE OF WASHINGTON Drawn By (PDMS 100371) BBB Appv'd By RER Sheet Title Architecturgl Schedules, Responsibilities and Construction Details Sheet Number Ala 2 of 16 43' -2 1/4" A > 24' -0" NOTE: REF. 1 /A1a FOR TYPICAL TOILET ROOM ELEVATIONS – FOR REFERENCE ONLY. NOTE: STOCKROOM SHELVING THAT IS MOUNTED ON WALL STANDARDS SHALL NOT BE SCREWED TO BRACKET. EXISTING DEMISING PARTf11ON – T.G.C. TO VERIFY CONDITiON OF WALL AFTER DEMOLITION AND REPLACE OR REPAIR DAMAGED GYP. BD. TO BRING TO A 1 –HOUR RATED PARTITION. TYPICAL FOR ALL WALLS, TENANT SIDE ONLY. (MAINTAIN UL U465)�� 30 x 36" HANG _ROD ITS MOBILE SHELVING SYSTEM REF: A9a ?Alt _ GIFT WRAP DISPENSERS ' WALL SiDS. O 24" O.C. PL -3 ON 36 "H x 24 "D COUNTER TOP STOCKROOM COMPUTER 6' WALL STDS. O 24" O.C. PL -3 ON 36 "H x 24"D COUNTER TOP 8 WALL STDS. O 24" O.C. FILE CABINET BY TENANT PL -3 ON 32 "H x 24 "D COUNTER TOP 4' WALL STDS O 24" O.C. 11r x48 30" x 36" G ROD UNITS 8' WALL STDS. O 24" O.C. ELECTRICAL DISTRIBUTION EQUIPMENT LOCATION BIN;SH i i 1 1 1 1 1 1 1 r AA iii MALL CORRIDOR AA/ VAME r r4J UNDERSIDE OF ROOF DECK EXISTING CONCRETE BLOCK WALL CONSTRUC11ON TENANT SPACE 9'-6" 7 -6" Block Wall Section Scale: 3/4' —1'-0' 5/8" TYPE "X" GYP.BD. 7' -6" 5/8' TYPE "X" GYP.BD. 1 5/8" METAL STUDS 0 16" O.C. CONTINUOUS STUD TRACK Typical Interior Wall Scale: 3/4' = 1' -0' Non -Fire Rated UNDERSIDE OF ROOF DECK CONTINUOUS STUD TRACK LAY –IN CEIUNG SYSTEM 12' -6 "$ Pr) LANDLORD'S SERVICE CORRIDOR 5/8" TYPE "X" GYP.BD. EXISTING DEMISING PARTITION – T.G.C. TO VERIFY CONDITION OF WALL AFTER DEMOLITION AND REPLACE OR REPAIR DAMAGED GYP. BD. TO BRING TO A 1 –HOUR RATED PARTITION. TYPICAL FOR ALL WALLS, TENANT SIDE ONLY. (MAINTAIN UL U465) 3' -3 1/2' 7 3/4" Floor Plan Scale: va• = r-o' RUN 5/8" TYPE 'X' GYP.BD. TO 6" ABOVE LAY –IN CEILING 3 5/8" METAL STUDS 0 16" O.C. CONTINUOUS STUD TRACK Typical Interior Wall Scale: 3/4' = 1' -0' Non -Fire Rated 143'-2 1 /4 1 24' -0" 24' -0" 24' -0' 3/4" F.R. PLYWOOD DECKING 1x4 WOOD TRIM —� MAUI 5/8" TYPE "X" GYP. BD: 20 Ga. METAL STUDS 0 12" 0.C. o Wall Cap Detail 5/8" TYPE "X" GYP. BD. 6" 18 Ga. METAL JOISTS 0 12" O.C. BY T.G.C. 2 "x2 "x 14 GA. JOIST CUP W/ 3 – #18 0 EACH LEG 9'-0" 03_ 5/8" TYPE "X" GYP. BD. Scale: 3' = 1' -0' Non -Fire Rated 3/4" F.R. PLYWOOD DECK ON 5/8" TYPE 'X' GYP. BD. NDERSIDE OF ROOF DECK SEAL ALL VOIDS WITH FIRE RATED CLOSURE MATERIAL IS11NG STUD TRACK 3 5/8" MiL STUDS, 20 Ga., 0 12" O.C. STOCKROOM 5/8" TYPE "X" GYP. BD. BOTH SIDES. 6" 18 Ga. METAL JOISTS 0 12" O.C. BY T.G.C. IS11NG DEMISING WALL NOTE: T.G.C. TO MAINTAIN EXISTING FIRE RATINGS AT ALL RATED PARTITIONS. NOTE: TENANTS CONTRACTOR TO USE I.C.B.O. RATED METAL STUDS, SUCH AS U.S.G. WITH A NER -211 1/98 OR I.C.B.O. #ER -4943P 9/01 RATING. EXISTING CONCRETE SLAB FLOOR HILTI 'X –DNI' 0.138" x 1 1/8 EMBED POWER– ACTUATED FASTENERS 0 32" 0.C., TYP. ER# 1290. Wall Cap Detail Scale: 3/4' = 1' -0' Non -Fire Rafted ADJACENT TENANT SPACE F UNDERSIDE OF ROOF DECK SEAL ALL VOIDS WITH FIRE RATED CLOSURE MATERIAL STUD TRACK 5/8" TYPE 'X' GYP. BD. T.G.C. TO PATCH /REPAIR TO MAINTAIN A 1 HOUR RATED PARTMON. TENANT SIDE ONLY EXISTING LANDLORD METAL STUDS LEASE UNE TENANT SPACE STUD TRACK Typical Demising Wall Scale: 3/4' = 1' -0' 1 Hour Rated - UL U465 / TENANT SPACE UNDERSIDE OF ROOF DECK SEAL ALL VOIDS WITH FIRE RATED CLOSURE MATERIAL EXISTING STUD TRACK EXISTING 5/8" TYPE 'X' GYP. BD. T.G.C. TO PATCH /REPAIR TO MAINTAIN A 1 HOUR RATED PARTITION. TENANT SIDE ONLY LEASE LINE SERVICE CORRIDOR EXISTING STUD TRACK Typical Corridor Wall Scale: 3/4' = 1' -0' 1 Hour Rated - UL U465 WALL LEGEND SYMBOL DESCRIPTION DETML By BBB EXISTING PARTITION 3/A2 9%A2 CUSTOMER COMMENTS BBB PARTITION TO BE 3 5/8" METAL STUD AT 16' O.C. WITH 5/8" TYPE 'X' GYP. BOARD ON BOTH SIDES. 4/A2 5/A2 BBB PARiiTION TO BE 3 5/8" METAL STUD AT 12' O.C. WiTH 5/8" TYPE 'X' GYP. BOARD ON BOTH SIDES RUN CONTINUOUS ID UNDERSIDE OF GYP. BD. CEILING HEI4NT AT 9' -0" AFF 7/A2 — — "NON RATED' PARTITION TO BE 3 5/8' METAL STUD AT 16' O.C. W X' WITH 5/8" TYPE ' GYP. BOARD ON BOTH SIDES RUN CONTINUOUS TD 6' ABOVE LAY–IN CEILING ON STOCKROOM SIDE & TO GYP BD. CLG ON FITTING ROOM SIDE & 13' -0" ON SALES SIDE 1/A7 2/A7 5/A7 6 /A7 1 1 1 1 WALL FURRING TO BE METAL STUDS AT 16' O.C. WITH 5/8" GYP. BD. FURRING TO BE INSTALLED FLUSH WiTH EXISTING COLUMN SURROUNDS WiTH –IN DEMISING WALLS. 2/A70 3/A7a 8 Ala EXISTING DEMISING WALL TO BE EXTENDED BY TGC. INSTALL NEW FINISHES TD MATCH LANDLORDS NEUTRAL PIER STANDARD. — = —j TEMPORARY SERVICES 1. TELEPHONE –THE TENANT WILL NOTIFY THE LOCAL TELEPHONE COMPANY TO INSTALL JOB SiTE PHONE SERVICE AND ALL WIRING DURING DEMOLITION AND NOTIFY GENERAL CONTRACTOR OF THE JOB SITE PHONE NUMBER. 2. WATER– WATER SERVICES REQUIRED IN THE PERFORMANCE OF THE CONTRACT WILL BE SET UP IN THE NAME OF THE BUCKLE PRIOR TO THE START OF THE JOB. WATER USED FOR HUMAN CONSUMPTION SWILL CONFORM TO REQUIREMENTS OF THE STATE AND LOCAL AUiHORi TES FOR POTABLE WATER. 3. ELECTRICITY– ELECTRICAL SERVICES REQUIRED IN THE PERFORMANCE OF THE CONTRACT WILL BE SET UP IN THE NAME OF THE BUCKLE PRIOR TO THE START OF THE JOB. THE CONTRACTOR SHALL FURNISH, INSTALL, AND MNNTNN ALL TEMPORARY OVERHEAD CONSTRUCTION, METERS, DROPS, AND OT}ER WIRING AND FITTINGS FOR BOTH LIGHT AND POWER AT LOCATIONS REQUIRED FOR WORK. BEFORE ANAL ACCEPTANCE, TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE CONTRACTOR SHALL BE REMOVED, AND THE SERVICE CONNECTIONS SERVED IN AN ACCEPTABLE MANNER. 4, TEMPORARY HEAT – WHEN REQUIRED FOR PROPER INSTNIATION OR PROTECTION OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY HEATING UNEiS AS APPROVED BY THE LANDLORD OR LOCAL AUTHORITY. 5. COST OF LANDLORD PROVIDED UTILITY SERVICES– IF THE TENANT'S GENERA- CONTRACTOR ELECTS TO USE LANDLORD PROVIDED TEMPORARY UTILITY SERVICES, THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH LANDLORD'S GENERAL CONTRACTOR TO PAY THE COST OF SAID TEMPORARY CONSTRUCTION AND UTILITY SERVICES. GENERAL NOTES 1. ALL DIMENSIONS ON FLOOR PLAN ARE FINISHED DIMENSIONS TO FACE OF GYP. BD. OR BRICK UNLESS OTHERWISE NOTED 2. T.G.C. TO VERIFY DIMENSIONS OF SPACE, AND REPORT DIMENSIONS TO PROJECT COORDINATOR AT START OF JOB. DISCREPANCIES SHOULD BE REPORTED IMMEDIATELY. ANY CHANGES OR REWORK DUE TO UNREPORTED DIFFERENCES SHALL BE AT T.G.C.'S EXPENSE. 3. T.G.C. TO VERIFY WIDTH OF DEMISING WALL PRIOR TO START OF CONSTRUCTION. 4.. T.G.C. TO VERIFY CLEAR HEIGHT OF SPACE PRIOR TO START OF CONSTRUCTION TO VERIFY LOCATION OF ANY OVERHEAD OBSTRUCTIONS. 5. ALL NR DIFFUSERS IN DRYWALL CEILING SHALL BE FACTORY FINISHED IN WHITE AT DRYWALL CEIUNGS 6. DIMENSIONS SHOWN ON MOBILE SHELVING SYSTEM CARRIAGES ARE APPROXIMATE. T.G.C. TO CUT WOOD SHELVING AFTER CARRIAGES ARE CONSTRUCTED. 7. PIPP SYSTEM: T.G.C. SHALL PROVIDE (10) EXTRA HANGING BARS AND KITS FOR POTENTIAL FUTURE USE. MIRROR NOTES: 1. APPLY CLEAR SILICONE SEALANT CONTINUOUS AROUND PERIMETER OF MIRROR 2. MIRROR'S INSIDE FRYING ROOMS SHALL BE 30" X 48" 0 20' A.F.F. DO NOT INSTALL J –MOLDS ON FITTING ROOM MIRRORS 3. MIRRORS IN MIRROR COVES SHALL HAVE CONTINUOUS CHROME J –MOLD AROUND PERIMETER. 4. T.G.C. TO PROVIDE AND APPLY MIRROR IMPACT SAFETY TAPE TO ALL MIRRORS. TAPE SHALL BE CATEGORY 1 (ANSI Z97.1 1984) AREA SUMMARY TOTAL AREA 514Z__SQ.FT. TOTAL AREA X142_ SQ.FT. PER PLANS PER LEASE SALES AREA 3910 SQ.FT CLG HGHT 12' -6" A.F.F. STOCKROOM __ 1067 —_SQ.FT. ENTRY WIDTH 14' -8 1/2" CLEAR WORK AREA 839 SQ.FT. POP —OUT 2' -6" EXIST. OFFICE 62 SQ.FT. EXIST. TOILET ROOMS _132 SQ.FT. EXIT CORRIDOR 170 SQ.FT. STOREFRONT WIDTH 36' -0 3/4" REVIEWED FOR CODECOMPLIANCE APPPfVen FEB 0 3 2011 City of Tukwila BUILDING DIVISION 5' -0" EXISTING DEMISING PARTITION – T.G.C. TO VERIFY CONDITION OF WALL AFTER DEMOLITION AND REPLACE OR REPAIR DAMAGED GYP. BD. TO BRING TO A 1 –HOUR RATED PARTITION. TYPICAL FOR ALL WA..LS, TENANT SIDE ONLY. (MAINTAIN UL U465) L PAYCOUNTER 2" x 6" V . 1TRIM REF: SHEET A10 ;o TOP 0 34" A.F.F. NOTE ANY DISCREPANCY OR CONTRADICTIONS REGARDING FINISHES AND DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT. ANY CHANGES NEEDED DUE TO AN ERROR IN THE DRAWINGS WHICH WASN'T RESOLVED BY THE TENANT'S REP. SHALL BE THE SOLE RESPONSIBILITY OF THE G.C. TO CORRECT THE CONSTRUC11ON AT NO COST TO THE TENANT 1- 1 NOTE: COLUMNS ARE TO BE BUILT AS SMALL AS POSSIBLE. 1' -3 1/2" SQUARE MINIMUM. VERIFY. SIZE WITH TENANT REPRESENTATIVE PRIOR TO FRAMING. • L L T 19" 2" X 8" WOOD " 2" x 6 l TRIM TRIM 9 0 N M WS -1 PL -2 PC -1 WS -1 PL -1 PC -2 CO 2 WS -1 PL -1 PC -2 WS -1 PL -1 PC -2 ROOM 7 1 8 j CO NOTE: ALL WALL SYSTEM STANDARDS ARE 20" O.C. 11" EXISTING DEMISING PARTI11ON – T.G.C. TO VERIFY CONDITION OF WALL AFTER DEMOLITION AND REPLACE OR REPAIR DAMAGED GYP. BD. TO BRING TO A 1 –HOUR RATED PARTITION. TYPICAL FOR ALL WALLS, TENANT SIDE ONLY. (MAINTAIN UL U465) 15' -2" HOLD 1O' -2" HOLD 2" 20' -2" HOLD 4' -6" 4' -6" 4' -6" 15' -2" HOLD 15' -2" HOLD Floor Plan Scale: 1/4' =1'-0' 139' -10 3/4" CITY JAN ;19 2011 PERMIT CENTER LA i STOREFRONT PROJEC11ON IS TO BE IN UNE WITH ADJACENT TENANT'S STOREFRONT PROJEC11ON (APPLE STORE) TGC TO REMOVE THE STOREFRONT BARRICADE AT THE TIME OF CONSTRUC11ON COMPLETION & BEFORE THE FINAL INSPECTION BY THE TENANT'S AND LANDLORD'S REPRESENTATIVES. INTERVIEWS FOR STORE EMPLOYEES AND ACCEPTANCE OF STORE FIXTURES SHALL COMMENCE IMMEDIATELY FOLLOWING INSIDE THE LEASED PREMISES. ioa © a 'PS :rr�oi.ip 3100- EastRandol t4Mitc cf--° Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group LO A C a�! c IA Vn i! g 0N0_ u ��p CO Dt L • ti) gnu') j 1 g o 0 1 I CM CO MI piz; 00 co Q� �N N O te' c)ONr MM Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions A11/17/10 Date Description CUSTOMER COMMENTS By BBB &12/15/10 CUSTOMER COMMENTS BBB 1 /6/11 CITY COMMENTS BBB A A n N olk N A c5= z 0 • V� L 1:15 Ci) c V s D 0 m"b MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal HAEL R. BLACK E OF WASHINGTON Drawn By (PDMS 100371) BBB Appvid By RER Sheet Title Floor Plan and Details Sheet Number 3 of 16 7' -0" iU 23' -8 1/4" 5' -0" NOTE: NO RISE BETWEEN CERAMIC TILE, METAL TRANSITION STRIP, OR WOOD FLOORING WILL BE ALLOWED. IF A TRIP HAZARD IS PRESENT, THE COST OF CORRECTION INCLUDING THE COST OF THE REPLACEMENT OF THE MATERIALS SHALL BE AT THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. TERRAZZO STRIP BY T.G.C., SILVER FIN. F -1 CERAMIC TILE FLOORING TENANT FLU General Notes: 1. ALIGN TOP OF BOTH FLOORING MATERIALS WITH TOP OF ZINC DMDER STRIP. 2. REFER TO RESPONSIBILITY SCHEDULE TO DETERMINE WHO SHALL PROVIDE & INSTALL ALL FLOORING MATERIALS. 3. ALL FLOORING & REDUCER STRIPS SHALL COMPLY WITH ALL MINIMUM A.D.A. & TAS GUIDELINES. 4. TRANSITION STRIP TO BE SCHLUTER- SCHIENE AE100 - 3/8" ALUM. SATIN ANODIZED TRANSITION BY T.G.C. MALL LEASE UNE MALL FLOORING aisa........................ is .. ............................... • da Tile/ Tile Trans. Scale: � = ,,.o. CONC. DECK (EXISTING) F -2 DOOR JAMB BEYOND RISES ABOVE 1/4" REQUIRE A 1:2 INCLINE ON NOSE OF RISER 1/2" MARBLE THRESHOLD PROVIDED AND INSTALLED BY TGC 45' CHAMFER SV- 1 - FEATHER FLOORING BACK 24" FROM EDGE OF SHEET VINYL TO PROVIDE DIMENSION SHOWN FROM TOP OF THRESHOLD Marble Threshold Detail ° . . EXIST. CONC. SLAB Full Scale LACK VINYL REDUCER STRIP EXIST. CONC. SLAB Wood/VCT Trans. 4' -6" 4'- 5" 4' -6" ANODIZED TRANSMON STRIP BY T.G.C. NOTE: INSTALL WOOD FLOORING TIGHT TO TRANSITION STRIP. DO NOT LEAVE A GAP FOR EXPANSION. ADJUST SETTING BED UNDER WOOD FLOORING MATERIAL A MINIMUM OF 24" FROM CERAMIC TILE TO ACHIEVE FLUSH TRANSITION TYP. CWood/Tile Trans. WATER RESISTANT GYP. BD. GROUT IF NECESSARY F -3 NOTE: NO RISE BETWEEN CERAMIC TILE, METAL TRANSft1ON STRIP, OR WOOD FLOORING WILL BE ALLOWED. IF A TRIP HAZARD IS PRESENT, THE COST OF CORRECTION INCLUDING THE COST OF THE REPLACEMENT OF THE MATERIALS SHALL BE AT THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTE: T.G.C. TO ALLOW 1/2" GAP ® BASE OF BR -1 AND WS -1 TO ALLOW FOR WOOD FLOORING TO SLIDE UNDER INTO GAP FOR A FLUSH FINISH. EXIST. CONC. SLAB Wood Flooring Detail Scale: 3' = 1' -0' Q Brick Finish 5/8" GYP. BD. QUARTER ROUN NOTE T.G.C. TO ALLOW 1/2" GAP 0 BASE OF BR -1 AND WS -1 TO ALLOW FOR WOOD FLOORING TO SLIDE UNDER INTO GAP FOR A FLUSH FINISH. 4 SHIM OR FLOAT TO MAINTAIN MIN. GAP UNDER WALL SYSTEM EXIST. CONC. SLAB Wood Flooring Detail Scale: 3' = 1' -O' Q Wall System Y VT -1 REDUCER STRIP: JOHNSONITE SSR -40 -B LANDLORD'S EXISTING FLOOR FINISH Concrete/VCT Trans. Scale: 3' = 1' -0' VT -1 EDUCER STRIP: JOHNSONITE SSR -40 -B EXISTING CONCRETE rEXISTING CONCRETE Concrete/VCT Trans. 67' -11" NOTE FOR REFERENCE ONLY. REFER PLAN FOR EXACT DIMENSIONS Floor Finish Isometric Not to Scale Entry/Show Window 2" PLANK ANODIZED TRANSITION STRIP BY T.G.C. : CERAMIC TILE FLOORING EXIST. CONC. SLAB d ADJUST SETTING BED UNDER EACH FLOOR MATERIAL AS NEEDED TO ACHIEVE FLUSH TRANSfIION TYP. Wood Trans. Detail Scale: 3' = 1' -0' WALL FINISH AS NOTED ON SHEET A5 5/8" TYPE 'X' GYP. BD. BASE AS NOTED ON SHEET A5 L_ F-3 .4 d< d a <'' d Q EXIST. CONC. SLAB 4 Wood Flooring Detail Scale: 3' =,�-o' CONCRETE SLAB ON GRADE TO MATCH DEPTH OF EXISTING, WITH 13 BARS AT 16" ON CENTER EACH WAY AT MIDDLE DEPTH OF SLAB. DRILL & EPDXY 6" INTO EXISTING SLAB. SAW CUT AND REMOVE EXISTING SLAB FOR TRENCH AS REQUIRED EXISTING SLAB ON GRADE AS OCCURS VAPOR- REST CONCRETE SEALANT TO BE APPLIED OVER NEW CONCRETE OCATE CONDUIT ABOVE VAPOR BARRIER III 111 =I I I X111 III III III -11 COMPACTED FILL AS REQUIRED 8 MIL VAPOR BARRIER Slab Doweling at Trench Scale: r = r.a TOTAL LINEAR FEET REQUIRED FOR TRANSft1ON STRIP (ROUNDED TO NEAREST FOOT) = 156' -0" THIS IS FOR REFERENCE ONLY. T.G.C. IS RESPONSIBLE FOR EXACT LENGTH. 3' -6 1/2" EXISTING WOMEN'S TOILET ROOM HSV -1 H. CASHWRAP AND BACKWRAP TO BE INSTALLED OVER WOOD FLOORING AND TILE. TGC TO ENSURE A LEVEL TRANSITION BETWEEN MATERIALS. Ill;C2il NOTE RUN WELD INSI[ A WATERPF SV -1 I6" UP WALL & CORNERS TO PROVIDE OF BARRIER EXISTING MEN'S TOILET ROOM �—) sv -1 f ---� NOTE: ALL SALES AREA AND FITTING ROOM WOOD FLOORING TO RUN SIDE TO SIDE CASHWRAP IS TO BE INSTALLED SO THE TOE KICK IS FLUSH WITH THE EDGE OF THE CERAM C TILE TGC TO FLOAT A MINIMUM F 24" INTO TENANT SPACE T ENSURE A SUBTLE TRANSITI N 35' -3 3/4'. u 1 4' -2 1 /4" � - - -� 1 SECURITY ANTENNA BELOW ENTRY FLOORING. FLOAT FLOORING TO ACHIEVE A SMOOTH ENTRY. MALL FLOORING STOCKROOM F -2I FITTING 'ROOM LANDLORD SERVICE CORRIDOR CORRIDOR 8' -4 1/2" 33.-1" Floor Finish Plan Scab: 1/4' = 1'-0' pro -its REVIEWED FOR E CODECOMPLIAN APPROVED FEB 0a2011 CityofTukwila BUILDING DIVISION 3' -1 1/2" j, crtv�u► JAM 19 2011 PERMIT CENTER E rn h pdrs ggn group 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group coN co g CD 0 .0 pe r- ct • • `I to c in co rci,- errs 0h hV7vNi ue m m ID cNi Z M M co ea Lu ;:o 3 �N N g. E o c9, Project Address The Budde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions /� \ Date 1 1 /17/10 Description CUSTOMER COMMENTS By BBB Al2/15/1 0 CUSTOMER COMMENTS BBB A A A A 1 3 c 0 V D 0 mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 REGISTERED ARCHITEC4 !HAEL R. BLACK 11 OF WASHINGTON Drawn By (PDMS 100371) BBB Appvid By RER Sheet Title Floor Finish Plan and Details Sheet Number A3 4 of 16 NEW WALL MOUNTED LIGHT FIXTURE CENTERED ABOVE MIRROR NEW WALL MOUNTED LIGHT FIXTURE CENTERED ABOVE MIRROR EXISTING WOMEN'S TOILET ROOM w ] • 3 -6 M EXISTING MEN'S TOILET ROOM 3' -6" n EXISTING OFFICE sxA EXISTING GYP. BD. CEIUNG O 8' -0" A.F.F P -4 TGC TO PATCH/REPAIR GYP. BD. FOR NEW EXHAUST FAN EXISTING GYP. BD. CEILING O 8' -0" A.F.F P -4 TGC TO PATCH/REPAIR GYP. BD. FOR NEW SA GRILLE CENTER GRILLE IN GYP. BD. CEIUNG EXISTING GYP. BD. CEILING O 8' -0 A.F.F P -4 1 5/8" UNISTRUT CHANNEL SUSPENDED ON BAR JOIST BAR JOIST BEYOND 5' -6" THREADED ROD SECURED TO UNISTRUT 2' -0' J -BOX SECURED TO THREADED ROD. + " 91111' YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYI11IIYYNIYYYYYYYYYYYYIIYYYYYYYYYYYYYYYYYYYYYYYYYYIYYNYYI' w AT- 1 AT 12' -6" A.F.F. 4' -6" 121 PENDANT KIT FOR TRACK ATTACHED TO J -BOX 1' -6" REFERENCE ELEVATIONS FOR FINISH GRAPHIC FRAME; CENTER ON WALL 3 5/8" MTL STUDS ATTACHED TO STRUCTURE ABOVE 9' -6 1/2100 9' -0 ". A.F.F P -1 ALL 4 FT. FLUORESCENT LAMPS MUST BE PLACED IN UNBREAKABLE SLEEVE. STAGGER STRIP FLUORESCENT LIGHTS IN LIGHT TROUGH GYP. BD. CEILING O 7' -6" _ _ - -- f0 1 o6 5' -1 -I 1 pm: 1,��- . 11 3' -07 , - �1feir 1 Ey; L , __Ng. " 1 �1, : I� 0 IMI , _____ itaill mioni 101111 .111 re ■ �Uk_ iF-141 % 1511 Is■■m_ �_ . I 3 - o�,or" m A4a R�� ■:,.r..li li,<ii + 1111631Rali_647 ■� it 2- 2(• 1I i r7aI�Y ii- �aim 2. -T.rp /0-T HT- ®LIGHT Q ` iir I " CV � I IT ID -I GYP. BD. CEILING GYP. BD. CEILING 9' -6 1/2" A.F.F. P 1 WALL AS SPECIFIED ON SHEET A2 (;;s\ Soffit/ Detail NOTE ADJUST FRAMING AS REQUIRED TO ALLOW FOR LIGHTING & DIFFUSER PLACEMENT. rri 5/8" TYPE 'X' GYP. BDJ M1 UGHT FIXTURE Lighting Section Detail Scale: 1 1/2' = 1' -0' UNE OF SCREWS IN ARCH TO BE PROVIDED BY TENANT. G.C. S JIQI DEVIATE FROM THE PATTERN SHOWN GYP. BD. CEILING 0 90 -6" A.F. 11' -6" TOP OF TRACK 10' -9" SUSPENDED TRACK LIGHT. GYP. BD. CEILING 0 9' -6 1/2 ". A.F.F. P -1 GYP. BD. CEILING 11' -0 ". A.F F. P -1 1, -11" .t P -1 3 5/8° MIL STUDS ATTACHED TO STRUCTURE ABOVE 20 GA. 3 3/8" METAL STUDS ATTACHED TO STRUCTURE ABOVE. P -1 5/8" TYPE 'X' GYP. BD. 10' -6" P -1 20 GA. 3 5/8" METAL STUDS 0 18" O.C. OR TO FRAME AROUND LIGHTS. 3' -7' 6" 1' -8" [ 6" 3' -4° GYP. BD. CEILING 14' -2" A.F.F. 61 POP -OUT Entry/Show Window Soffit Scale: 1/2' = 11 -0' NOTE: ALIGN LIGHTS IN CLOUDS AND TRACK LIGHTING FRONT TO REAR AND LEFT TO RIGHT. 1 GYP. BD. CEILING 9' -6 1/2" A.F.F. P -1 DIFFUSER: REF: PLAN FOR EXACT LOCATION. ATTACH SCREWS FOR CHANNELS DIRECTLY INTO THE CEIUNG JOISTS 2' -4" NOTES: 1. TUBE ASSEMBLY 2. BAR ASSEMBLY 3. THUMB SCREWS 4. 48" OR 361 CHANNEL FOR HANG RAIL 8" 2' -8• immin r P -1 CHANNEL 5/8" TYPE 'X' GYP. BD. - NC -2 I ROTATE ROTATE \\ \. .\ \\ \\ Hang Rail Detail Na ro Scale LINE OF SCREWS IN ARCH TO BE PROVIDED BY TENANT. G.C. SHALL I Qj DEVIATE FROM THE PATTERN SHOWN GYP. BD. CEIUNG 9' -6 1/2" A.F.F. P -1 3' -6" _ 2' -8" METAL FRAMING BR -1 MUWON Sprinlder Head Notes 1. T.G.C. -THE SPRINKLER SYSTEM EXISTS AND NEEDS TO BE REWORKED. THE SPRINKLER CONTRACTOR SHALL REDESIGN AND INSTALL A COMPLETE SPRINKLER SYSTEM IN ACCORDANCE WITH THE LL'S INSTRUCTIONS AND LOCAL ORDINANCE. PRIOR TO FABRICATION OF THE SYSTEM, THE DESIGN DRAWINGS SHALL BE SUBMITTED TO THE APPROPRIATE LOCAL AUTHORITIES, THE LL AND /OR THE LL'S INSURANCE COMPANY FOR APPROVAL A COPY OF THE DRAWINGS THAT ARE STAMPED "APPROVED" SHALL BE GIVEN TO THE T.G.C. TO BE MAINTAINED AT THE JOBSTIE UNTIL FINAL CERTIFICATE OF OCCUPANCY IS ISSUED. UPON RECEIPT OF THE CERTIFICATE OF OCCUPANCY THE COPY SHALL BE FORWARDED TO THE TENANT AS USTED ON SHEET Al. - SPRINKLER PENDANT IN STOREFRONT CONSTRUCTION SHALL BE CONCEALED TYPE WITH WHITE CAP. - SPRINKLER PENDANT IN SALES AREA LAY -IN CEIUNG SHALL BE SEMI RECESSED BLACK WITH A BLACK ESCHU11ON. - ALL SPRINKLER HEADS IN SALES AREA LAY -IN CEIUNG SYSTEM ARE TO BE CENTERED IN CEILING TILES IF POSSIBLE SPRINKLER HEADS MUST BE A MINIMUM OF 10" FROM TRACK LIGHT FIXTURES. - SPRINKLER HEADS LOCATED IN CORRUGATED METAL SHALL BE FULLY RECESSED WITH BRUSHED CHROME CAP. - SPRINKLER HEADS LOCATED IN STOCKROOM SHALL BE SEMI - RECESSED WITH CHROME CAP. 2. SPRINKLER AT PERIMETER & NEAR TRACK HEADS (121 OR LESS) SHALL BE OF THE HIGH TEMPERATURE FULLY RECESSED TYPE. 3. SPRINKLER AT DRYWALL INSTALLATIONS IN SALES AREA SHALL BE THE CONCEALED TYPE WITH WHITE CAP. 4. SPRINKLER PIPE DOWN TO ROOM BELOW. ROUTE PIPE AS CLOSE AS POSSIBLE TO THE DEMISING WALL AND THEN RUN BETWEEN THE CEIUNG JOISTS AND OUT TO SPRINKLER HEAD IN GYP. BD. CEILING. 5. NONE OF THE FOLLOWING CENTRAL STATES SPRINKLER HEADS SHOULD BE INSTALLED: CENTRAL "WET" SPRINKLERS (MANUFACTURED FROM 1989 -2000) GB GB4-FR GB -R1 BB2 GB -J GB4 -EC GB -RS BB3 GB -1 GB4 -QREC GB -R SD1 GB -ALPHA GB -20 ROC SD2 GB4 GB -20 QR BB 1 17/32 SD3 GB -QR GB -LO BB2 17/32 HIP GBR -2 LF BB3 17/32 WS GB -EC GBR BB1 ELO -LH ELOC ESLO ELO SW -20 ELO SW -24 ESLO -20 GB ELO -231 GB ELO -GB ELO -231 GB QR ELO -GB QR LID K17 -231 Ultra K17 ELO -16 GB GB MUL11 -LEVEL GB -QR MULTI -LEVEL ELO -16 GB FR GEM "WET" SPRINKLERS (SOLD UNDER GEM NAME FROM 1995 -2001) F927 NOTE: REPLACEMENT SPRINKLERS FOR GEM "WET" SPRINKLERS WILL NOT HAVE "ON -OFF" FUNCTIONALITY. CENTRAL 'DRY" SPRINKLERS (MANUFACTURED FROM MID 1970S -2001) A -1 GB GB4 -EC ELO -16 GB H -1 GB -QR GB4 -QREC ELO -16 GB FR J GB4 ELO -231 GB K GB4 -FR ELO -GB QR STAR "DRY SPRINKLERS (MANUFACTURED FROM 1996 -1998) ME -1 SG SG -QR Q Q -QR 6. NO SPRINKLER HEADS IN THE SOFFITS ABOVE THE PERIMETER DISPLAY WALLS OR MIRROR ALCOVES. REF: NFPA 2002 8.6.4.1.1.3 WHITE TRACK UGHIING SYSTEM ACID ETCHED GLASS TRACK CHANNELS ARE TO BE INSTALLED DIRECTLY TO THE CEIUNG. SCREWS ARE TO BE DRIVEN INTO METAL JOIST. FIRST CHANNEL IS TO BE INSTALLED 1" AWAY FROM FACE OF DISPLAY WALL, SECOND CHANNEL 28" AWAY FROM THE FIRST. RUN CONTINUOUS FROM SIDE TO SIDE, 3" AWAY FROM ANY OBSTRUCTION. GYP. BD. CEILING 9' -6 1/2" A.F.F. NOTE: BOTTOM OF TRACKHEAD TOP OF ELECTRICAL TRACK 0 11 POSTER CHANNEL NOTE: IF UNABLE TO INSTALL PER PLANS INCLUDING: INSTALLATION OF ONLY ONE ROW, NOT CONTINUING FULL LENGTH OF WINDOW, NOT MAINTAINING MAXIMUM DISTANCE BETWEEN TRACK, CONTACT BUCKLE REPRESENTATIVE TO DISCUSS. STOCIIOOM AT -2 0 12' -0" F.F. GYP. D. CEiiJ O 7' 6' EXIT LIGHT 0 EXR — — W ABOVE DOOR LIG - U E OF P.' H 3 GHT W • BELOV RE : SATE PLAN Reflected Ceiling Plan Scale: 1/4' = 1' -0' ARCH. AT 10 CORRUGATED -0" A.F.F. METAL GYP. BD. CEDING 0 7' -6" 1 P -1 9' -6 1/2" • CO • 1 1/2'! 3' -6" EQ. EQ. , © EQ. EQ. � 0 iv 6' -0' 6' -0" / 6' 0" EQ. , EQ. Cl '4- W O M to a . — N ' EQ. Q EQ. 21' -4' n1 w \ OO} S A GYP. BD. CEILING 10 -6" A.F.FI P -1 1 CV � EQ. EQ. s © >, EQ. EQ. :-(4,--1- ■ f0 t0 • Ga I I I N. i.E?_. t0 t I ;I' a . r • r , ,■ r w r w r • r �• , • . ,w r w , ,• , ,w 101 PI-1 A.._ N_e 1' . .0 : 11,..........inoimmiimarmiamice .• r, k. • 1 ..m.no .1 ::liparmalpi re• if 41, Pill 11110111.11 I 411 41111■ a/ ua 'NMI. nw ST Y .7 a AVICCUMM• A A- Yt I? s A ---1/4- III MIZMI all �I 5■ 1t■■Fi • 1 2' -•10° 2' -10' 2 -4' • ill 1110 ■ Atk 0 N 4 IIMT 1, Dale 11 17 10 / / Description CUSTOMER COMMENTS By BBB A , . , IT X IV A a IN , rA 1,4111 .0 ) IV AM AM A ei CS ,.... w 4 411 1 in w ..., iiii. allillnallir IV EQ. EQ. , © EQ. EQ. � 0 iv 6' -0' 6' -0" / 6' 0" EQ. , EQ. Cl '4- W O M to a . — N ' EQ. Q EQ. 21' -4' n1 w \ OO} S A GYP. BD. CEILING 10 -6" A.F.FI P -1 1 CV � EQ. EQ. s © >, EQ. EQ. :-(4,--1- ■ f0 t0 • Ga I I I N. i.E?_. t0 t I ;I' a . r • r , ,■ r w r w r • r �• , • . ,w r w , ,• , ,w 101 PI-1 A.._ N_e 1' . .0 : 11,..........inoimmiimarmiamice .• r, k. • 1 ..m.no .1 ::liparmalpi re• if 41, Pill 11110111.11 I 411 41111■ a/ ua 'NMI. nw ST Y .7 a AVICCUMM• A A- Yt I? s A ---1/4- III MIZMI all �I 5■ 1t■■Fi • 1 2' -•10° 2' -10' 2 -4' • ill 1110 ■ Atk 0 N 4 IIMT 1, ��E ■ wir. DU. CEILING EY 41 W R O 2' -9 3/ le77Ri 7 it ©IMBST7.7711=iiili g' -3 1/217 2' -8. 1/2" 2' -8 :1 /2" T2' -3 1 D — c,ir 3 6" c 1 i i� 4' -6"` "co Y '_fV 1 A X sc? '<s_ ----v i al —� J •iir c°1 R =3' -0" ,1 \ \ Y " or �� -. i II> 1 V 1111/ 111111' 2' -0w , 2' -8w 2' -8' . 1 2' -8" , 2' -0" 4 0" CO 1 T .4,. 1 ADJUSTABLE HANGRAIL SYSTEM. REF: 6/A4 GYP. BD. CEILING 14' -2" A.F.F. P -1 GYP. BD. CEILING 9' -6 1/21 A.F.F. 1 A4 P -1 18" X 181 METAL ACCESS PANEL' P -1 'REF: 8 /A4a FLUORESCENT STRIP LIGHT & SWITCH LOCATED INSIDE THE STOREFRONT SOFFIT FOR SIGN MAINTENANCE. EXIT LIGHT TO BE PENDANT HUNG AS TO BE VISIBLE FROM THE ENTIRE SALES FLOOR. E- STOREFRONT SIGNAGE STAGGER STRIP FLUORESCENT LIGHTS IN UGHT TROUGH AT- 1 0 12' -6" A.F.F. UNE OF SCREWS IN ARCH TO BE PROVIDED BY TENANT. G.C. SHALL J!LQI DEVIATE FROM THE PATTERN SHOWN NOTE BOTTOM OF TRACKHEAD 0 10' -9 ", TOP OF ELECTRICAL TRACK 0 11' -6' GYP. BD. CEILING 9' -6 1/21 A.F.F. AT -1 10 12' -6" F.F. GYP. BD. CEILING 9' -6" A.F.F.I P -1 UNE OF SCREWS IN ARCH TO BE PROVIDED BY TENANT. G.C. SHALL NOT DEVIATE FROM THE PATTERN SHOWN GYP. BD. CEILING 9' -6 1/2" A.F.F. AT -1 0 12' -6" A.F.F. C��COWM�E APPROVED FEB o s 2011 BUILDING DIVISION 18" X 181 METAL ACCESS PANEL' -P -1 REF: 8 /A4a GYP. BD. CEILING 11' -0" A.F.F. P -1 UNE OF LANDLORD'S BULKHEAD ABOVE ADJUSTABLE HANGRAIL SYSTEM. REF: 6/A4 GYP. BD. CEIUNG 14' -2" A.F.F. P -1 GYP. BD. CEILING 9' -6 1/2" A.F.F. CITY OF WIVPRLA JAN 19 2011 PERNNTCENIER P -1 pdmsdesign.com deznqn group 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p o 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group A o C I ~ a in o tNi in to C co — �a moo .2 c.4 a ai h u� to e Qi 1 =0N-O z N W r 1 Z M co -5 g. 0 1•4 les VON et Project Address The Budde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions Dale 11 17 10 / / Description CUSTOMER COMMENTS By BBB A , . , IT X IV A a IN , rA 1,4111 .0 ) IV AM AM A ei CS ,.... w 4 411 w ..., iiii. allillnallir ��E ■ wir. DU. CEILING EY 41 W R O 2' -9 3/ le77Ri 7 it ©IMBST7.7711=iiili g' -3 1/217 2' -8. 1/2" 2' -8 :1 /2" T2' -3 1 D — c,ir 3 6" c 1 i i� 4' -6"` "co Y '_fV 1 A X sc? '<s_ ----v i al —� J •iir c°1 R =3' -0" ,1 \ \ Y " or �� -. i II> 1 V 1111/ 111111' 2' -0w , 2' -8w 2' -8' . 1 2' -8" , 2' -0" 4 0" CO 1 T .4,. 1 ADJUSTABLE HANGRAIL SYSTEM. REF: 6/A4 GYP. BD. CEILING 14' -2" A.F.F. P -1 GYP. BD. CEILING 9' -6 1/21 A.F.F. 1 A4 P -1 18" X 181 METAL ACCESS PANEL' P -1 'REF: 8 /A4a FLUORESCENT STRIP LIGHT & SWITCH LOCATED INSIDE THE STOREFRONT SOFFIT FOR SIGN MAINTENANCE. EXIT LIGHT TO BE PENDANT HUNG AS TO BE VISIBLE FROM THE ENTIRE SALES FLOOR. E- STOREFRONT SIGNAGE STAGGER STRIP FLUORESCENT LIGHTS IN UGHT TROUGH AT- 1 0 12' -6" A.F.F. UNE OF SCREWS IN ARCH TO BE PROVIDED BY TENANT. G.C. SHALL J!LQI DEVIATE FROM THE PATTERN SHOWN NOTE BOTTOM OF TRACKHEAD 0 10' -9 ", TOP OF ELECTRICAL TRACK 0 11' -6' GYP. BD. CEILING 9' -6 1/21 A.F.F. AT -1 10 12' -6" F.F. GYP. BD. CEILING 9' -6" A.F.F.I P -1 UNE OF SCREWS IN ARCH TO BE PROVIDED BY TENANT. G.C. SHALL NOT DEVIATE FROM THE PATTERN SHOWN GYP. BD. CEILING 9' -6 1/2" A.F.F. AT -1 0 12' -6" A.F.F. C��COWM�E APPROVED FEB o s 2011 BUILDING DIVISION 18" X 181 METAL ACCESS PANEL' -P -1 REF: 8 /A4a GYP. BD. CEILING 11' -0" A.F.F. P -1 UNE OF LANDLORD'S BULKHEAD ABOVE ADJUSTABLE HANGRAIL SYSTEM. REF: 6/A4 GYP. BD. CEIUNG 14' -2" A.F.F. P -1 GYP. BD. CEILING 9' -6 1/2" A.F.F. CITY OF WIVPRLA JAN 19 2011 PERNNTCENIER P -1 pdmsdesign.com deznqn group 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p o 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group A o C I ~ a in o tNi in to C co — �a moo .2 c.4 a ai h u� to e Qi 1 =0N-O z N W r 1 Z M co -5 g. 0 1•4 les VON et Project Address The Budde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions N Lio gjLL • �Z� Z •— a� L u -05 V) 1 3 • c V _c D 0 (■/) MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 HAEL R. BLACK TL OF WASHINGTON Drawn By (PDMS 100371) BBB Appv d By RER Sheet Title Reflected Ceiling Plan and Details Sheet Number A4 5 of 16 Dale 11 17 10 / / Description CUSTOMER COMMENTS By BBB A A A A A N Lio gjLL • �Z� Z •— a� L u -05 V) 1 3 • c V _c D 0 (■/) MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 HAEL R. BLACK TL OF WASHINGTON Drawn By (PDMS 100371) BBB Appv d By RER Sheet Title Reflected Ceiling Plan and Details Sheet Number A4 5 of 16 STEEL ANGLES POWERSTRUT ATTACHED PER 10 /A4a (TYP.) .) 3 5/8" METAL STUD (TYP.) Date 1/6/11 Description cITY COMMENTS EXISTING TRUSS \ (5) TWIST i MINIMUM (TYP ` (2) 12 GAUGE WIRES (TYP.) 6" STUD I —BEAM, 20 GA. .) 3 5/8" METAL STUD (TYP.) Date 1/6/11 Description cITY COMMENTS J C ( --, 41111111111111111111111111111111111111111111111111111111111111113 STUD TRACK 5/8" METAL STUD BRACING ® 2' -0" O.C. 3 5/8" METAL STUD (TYP.) 3 5/8" METAL STUD BRACING ®2' —O" O.C. \ — A 3 5/8" METAL STUD (NP.) II r + + r, ++ + r, ++ + STUD TRACK 11 3 5/8" METAL STUD BRACING 0 2' -0" O.C. r ( 1 ( ) ++ -I- 3 5/8" METAL STUD (TYP.) r r , • I, r, „ 1 ' ++ I± + + + + ++ ++ ++ + ++ + STEEL ANGLES Metal Stud Framing Detail Scale: r = Sales Cloud 3 5/8" METAL STUD (TYP.) DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS NOTES: 1. ALL STUDS TO BE 20 GA. MINIMUM. 2. #7 SCREWS TO BE USED FOR ALL STUD CONNECTIONS. 3. BRACING TO BE SPACED 0 2' -0" O.C. 4. WIRE TO BE SPACED 0 4' -0" O.C. 5. ALL SUSPENSION WIRE TO BE 12 GA. MIN. RUN IN PAIRS 6. REFERENCE SHEET A4 FOR LIGHT FIXTURE PLACEMENT. ADJUST FRAMING TO ACCOMMODATE. 6" STUD I —BEAM, 20 Gl�� METAL JOIST ABOVE. STUD TRACK 3 5/8" METAL STUD (TYP.) STEEL ANGLES 3 5/8" METAL STUD BRACING. REF: 11/A4a FOR ATTACHMENT DETAILS (TYP.) 3 5/8" METAL STUD (TYP.) L + 7--t30• STEEL ANGLE AROUND INSIDE PERIMETER. Metal Stud Framing Detail Scale: 1' = 1' -0' Sales Cloud DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS lz TOP CHORD OF METAL JOIST ABOVE. NOTES: 1. ALL STUDS TO BE 20 GA. MINIMUM. 2. #7 SCREWS TO BE USED FOR ALL STUD CONNECTIONS. 3. BRACING TO BE SPACED 0 2' -0" O.C. 4. WIRE TO BE SPACED 0 4' -0" O.C. 5. ALL SUSPENSION WIRE TO BE 12 GA. MIN. RUN IN PAIRS 6. REFERENCE SHEET A4 FOR LIGHT FIXTURE PLACEMENT. ADJUST FRAMING TO ACCOMMODATE. (2) 12 GAUGE WIRES 4' -0" O.C. (TYP. (2) 12 GAUGE WIRES 4' -0" O.C. (TYP.) 6" STUD I —BEAM, 20 GA. LAY —IN CEIUNG SYSTEM 5/8" TYPE 'X' GYP. BD. 3 5/8" METAL STUD (TYP.) 20 GA. 3 5/8" METAL STUD BRACI 0 2' -0" O.C. IN ALTERNATING DIRECTIONS. REF: 11/A4a FOR ATTACHMENT DETAILS. (TYP. RECESS CAN LIGHT FIXTURE REFER TO LIGHTING PLAN FOR DIMENSION 1" F.D. " (MATCH UGHT FIXTURE OPENING) Metal Stud Framing Detail Scale: 1' = 1' -0' Arch Ceiling Feature 3/16" DIA. MOUNTING HOLES 0 4" CENTERS ■ 1 DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS STANDARD SCREWDRIVER CAM LATCH • an 1'-6 1/4" Access Panel Detail Scale: 3' = 1 1/2" COLD ROLL CHANNEL WITH 12 GA WIRE 1. F.D. 1 • 0 4' -0` O.C. LAY —IN CEILING SYSItM 5/8" TYPE 'X' GYP. BD. 3 5/8" METAL STUD (TYP.) SURFACE MOUNTED 2" X 6" SOUD WOOD TRIM REFER TO ELEVATION FOR EXTENT OF TRIM EMI 101 1 T. k2 / �� 10 (MATCH LIGHT FIXTURE OPENING) PANEL SECURE TO SURFACE AS REQUIRED. PRECISELY FIT SEAMS WHERE METAL MEETS METAL TRIM GALVANIZED STEEL DRYWALL BEAD (MATCH LIGHT FIXTURE OPENING) ECESS CAN LIGHT FIXTURE REFER TO LIGHTING PLAN FOR DIMENSION Access Panel Detail STEEL ANGLES BRACE TO DEMISING WALL OR BRACE TO ROOF DECK REAR SALES WALL 3 5/8" 20 GA BRACE 3 5/8" 20 GA BRACE 3 5/8" 20 GA BRACE 3 5/8" 20 GA BRACE 3 5/8" 20 GA BRACE 3 5/8" 20 GA BRACE ARCH NOTES: 1. ALL STUDS TO BE 20 GA. MINIMUM. 2. #7 SCREWS TO BE USED FOR ALL STUD CONNECTIONS. 3. BRACING TO BE SPACED 0 2' -0" O.C. 4. WIRE TO BE SPACED 0 (-0" 0.C. 5. ALL SUSPENSION WIRE TO BE 12 GA. MIN. RUN IN PAIRS TOP CHORD OF METAL JOIST ABOVE. 13' -0" A.F.F. DEMISING WALL 9'-7 1 8" A.F.F. DEMISING WALL Metal Stud Framing Plan (Typical) Scale: 1/4' = 1'-0' Sales Ceiling DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS TOP CHORD OF METAL JOIST ABOVE. (2) 12 GAUGE WIRES (TYP.) 6" STUD I —BEAM, 20 GA. (5) TWIST MINIMUM (TYP.) STUD TRACK 3 5/8" METAL STUD BRACING 0 2' -0" O.C. j IN ALTERNATING DIRECTIONS \ RECESS CAN UGHT FIXTURE REFER TO LIGHTING PLAN FOR DIMENSION 1/2" COLD ROLL CHANNEL WITH 12 GA WIRE 0 4' -0" O.C. Metal Stud Framing Detail Scale: 1' = 1' -0' Arch Ceiling Feature STUD SPACING 0 18" 0.C.), SELF—DRILLING SELF — TAPPING SCR 5/8" TYPE 'X' GYP. BD. DRYWALL CEMENT METAL STUD Access Panel Detail Scale: 3' = ML— PANEL SECURE TO SURFACE AS REQUIRED. PRECISELY FIT SEAMS WHERE METAL MEETS METAL TRIM 20 GA. STEEL ANGLE TOP CHORD OF METAL JOIST ABOVE. (5) TWIST MINIMUM (TYP.) (2) 12 GAUGE WIRES 0 4' -0" O.C. (TYP.) 1 1/2" COLD ROLL CHANNEL WITH 12 GA WIRE 0 4' —O" O.C. 7/8" 20 GA DRY WALL CHANNEL 20 GA. STEEL TRACK 20 GA. STEEL ANGLES SECTION 20 GA 3 5/8" METAL STUD (.) 20 GA. STEEL ANGLES 24" MIN. FRONT VIEW Metal Stud Framing Detail Scale: ,• — r-a side sofrt EXISTING CORRUGATED METAL DECK EXISTING TRUSS JOIST NEW PS -200 POWERSTRUT NEW 1/4"0 METAL BOLT Alfachment detail Scale: 1 1/2' = 11-0' DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS pro -31s REVIEWED FOR +BODE COMPLIANCE APPPfVEO FEB 0 3 2011 Ci ofihl lla BUILDING DIVISION NEW PS -200 POWERSTRUT 1 EXISTING TRUSS NEW 1/4 "0 METAL BOLT NEW 20 GA. 3 5/8" STUD BRACE WITH 1/4" METAL BOLT Attachment detail Scale: 1' = ,,A. DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS pdmsdesign.c dins 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p e 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding. review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group 1 C O •— o► IA c c O ,, O 0 V ci� O O `� N � ,- cQQ 1) m e O g.E _? • t N W fl Z s . ooIZCV) O • 62 4 o VON a Project Address The Budde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions 8 Date 1/6/11 Description cITY COMMENTS By BBB A A A 11 II r, r, r, r, STUD TRACK 11 3 5/8" METAL STUD BRACING 0 2' -0" O.C. r 3 5/8" METAL STUD (TYP.) r r , • I, r, „ L 36" R. 3 5/8" 20 GA BRACE 3 5/8" 20 GA BRACE ARCH NOTES: 1. ALL STUDS TO BE 20 GA. MINIMUM. 2. #7 SCREWS TO BE USED FOR ALL STUD CONNECTIONS. 3. BRACING TO BE SPACED 0 2' -0" O.C. 4. WIRE TO BE SPACED 0 (-0" 0.C. 5. ALL SUSPENSION WIRE TO BE 12 GA. MIN. RUN IN PAIRS TOP CHORD OF METAL JOIST ABOVE. 13' -0" A.F.F. DEMISING WALL 9'-7 1 8" A.F.F. DEMISING WALL Metal Stud Framing Plan (Typical) Scale: 1/4' = 1'-0' Sales Ceiling DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS TOP CHORD OF METAL JOIST ABOVE. (2) 12 GAUGE WIRES (TYP.) 6" STUD I —BEAM, 20 GA. (5) TWIST MINIMUM (TYP.) STUD TRACK 3 5/8" METAL STUD BRACING 0 2' -0" O.C. j IN ALTERNATING DIRECTIONS \ RECESS CAN UGHT FIXTURE REFER TO LIGHTING PLAN FOR DIMENSION 1/2" COLD ROLL CHANNEL WITH 12 GA WIRE 0 4' -0" O.C. Metal Stud Framing Detail Scale: 1' = 1' -0' Arch Ceiling Feature STUD SPACING 0 18" 0.C.), SELF—DRILLING SELF — TAPPING SCR 5/8" TYPE 'X' GYP. BD. DRYWALL CEMENT METAL STUD Access Panel Detail Scale: 3' = ML— PANEL SECURE TO SURFACE AS REQUIRED. PRECISELY FIT SEAMS WHERE METAL MEETS METAL TRIM 20 GA. STEEL ANGLE TOP CHORD OF METAL JOIST ABOVE. (5) TWIST MINIMUM (TYP.) (2) 12 GAUGE WIRES 0 4' -0" O.C. (TYP.) 1 1/2" COLD ROLL CHANNEL WITH 12 GA WIRE 0 4' —O" O.C. 7/8" 20 GA DRY WALL CHANNEL 20 GA. STEEL TRACK 20 GA. STEEL ANGLES SECTION 20 GA 3 5/8" METAL STUD (.) 20 GA. STEEL ANGLES 24" MIN. FRONT VIEW Metal Stud Framing Detail Scale: ,• — r-a side sofrt EXISTING CORRUGATED METAL DECK EXISTING TRUSS JOIST NEW PS -200 POWERSTRUT NEW 1/4"0 METAL BOLT Alfachment detail Scale: 1 1/2' = 11-0' DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS pro -31s REVIEWED FOR +BODE COMPLIANCE APPPfVEO FEB 0 3 2011 Ci ofihl lla BUILDING DIVISION NEW PS -200 POWERSTRUT 1 EXISTING TRUSS NEW 1/4 "0 METAL BOLT NEW 20 GA. 3 5/8" STUD BRACE WITH 1/4" METAL BOLT Attachment detail Scale: 1' = ,,A. DETAIL SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR EXACT SPECIFICATIONS pdmsdesign.c dins 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p e 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding. review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group 1 C O •— o► IA c c O ,, O 0 V ci� O O `� N � ,- cQQ 1) m e O g.E _? • t N W fl Z s . ooIZCV) O • 62 4 o VON a Project Address The Budde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions 8 Date 1/6/11 Description cITY COMMENTS By BBB A A A A A rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 REGISTERED CHITEC AEL R. BLACK OF WASHINGTON Drown By (PDMS 100371) BBB Appvid By RER Sheet Tide Const udion Details Sheet Number A4a 6 of 16 THIS DOCUMENT PROVIDES THE IBC - REFERENCED STANDARDS FOR THE INSTALLATION OF SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEIUNGS. INCORPORATION OF THIS DOCUMENT WILL PROVIDE A MORE UNIFORM STANDARD FOR INSTALLATION AND INSPECTION. THIS DOCUMENT IS DESIGNED TO ACCOMPLISH THE INTENT OF THE INTERNATIONAL BUILDING CODE (IBC) WITH REGARD TO THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY D, E, AND F FOR SUSPENDED CEILINGS AND RELATED REMS. UNLESS SUPPORTED BY ENGINEERING, THE SUSPENSION SYSTEM SHALL BE INSTALLED PER THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY (SDC) D, E AND F PER THE IBC. MANUFACTURERS' RECOMMENDATIONS SHOULD BE FOLLOWED. GENERAL RECOMMENDATIONS • REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636). AMERICAN SOCIETY OF CML ENGINEERS (ASCE7 -05) AND CEIUNGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION ( CISCA). • PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO TEH STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEIUNG SPLAY BRACING SYSTEM. SOURCE IBC SECTION 1621.1.2 • FOR FURTHER INFORMATION ON BRACING OF NON -LOAD BEARING PARTITIONS REFER TO NWCB TECHNICAL DOCUMENT #201. • ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE ASCE 7 -05 ITEM 9.6.2.6.2.2a • ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. SOURCE CISCA ZONES 3-4 maximum 3" (76 mm) • • • THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEIUNGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4LBS PER SAUARE FOOT. SOURCE ASCE 7 -05 ITEM 9.6.2.6.1 ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN TRHREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER (FIGURE 1). SOURCE ASTM C 636 ITEM 2.3.4 CHANGES IN CEILING PLANES WILL REQUIRE PoSmvE BRACING. SOURCE ASCE 7 -05 SECTION 9.6.2.6.2.2. ITEM F. FIGURE 2 LATERAL FORCE BRACING 45' OR LESS 45' OR LESS 45' OR LESS )45' OR LESS CROSS TEE MAIN BEAM _il►, FIGURE 3 MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS EMT CONDUIT Date 1/2" EMT conduit up to 5' -10" 3/4" EMT conduit up to 7' -8" 1" EMT conduit up to 9' -9" METAL STUDS Single 1 -5/8" metal stud (20 gauge) up to 12' -0" Back -to -back 1 -5/8" metal stud (20 gauge) up to 15'-0" Single 2 -1/2" metal stud (20 gauge) up to 13' -6" Back-to-back 2 -1/2" metal stud (25 gauge) up to 15' -0" SOURCE PORTAND BUILDING DEPARTMENT NOTE PLENUM AREAS GREATER THAN 15' -0" WILL REQUIRE ENGINEERING CALCULATIONS. FIGURE 4a ATTACHED WALL MOLDING REQUIREMENTS /maximum B' (202 mm) FIGURE 4b UNATTACHED WALL MOLDING REQUIREMENTS WALL maximum 8" (202 mm) Spreader bar or other suitab e system required to keep perimeter components from spreading apart minimum 3/4" (19 mm) of unattached walls minimum 2' (50 mm) Suspension Systems for Acoustical Lay -in Ceilings Not to Scale DESCRIPTION: THE CEIUNG CONSISTS OF HANGER WIRES ATTACHED TO THE STRUCTURE ABOVE, MAIN RUNNERS ATTACHED TO THE HANGERS. AND -- CROSS - FURRING ATTACHED TO THE MAIN RUNNERS. APPROPRIATE GYPSUM OR CEMENT BOARD PANELS ARE SCREW ATTACHED TO RECEIVE FINAL DECORATION SUCH AS DRYWALL TREATMENT. VENEER PLASTER. ACOUSTICAL TILES, ACRYLIC PLASTER SYSTEM. AND CERAMIC T1LE. COMMON USES: SUSPENDED GYPSUM BOARD OR CEMENT BOARD CEIUNGS ARE PRIMARILY USED TO PROVIDE FLAT PLANE CEIUNGS IN MOST TYPES OF BUILDINGS. THESE MAY BE DESIGNED TO PROVIDE FIRE PROTECTION, CONCEALMENT, AND ACOUSTICAL TREATMENT. UMITATIONS: CARE MUST BE TAKEN IN CHOOSING THE CEIUNG SURFACE FOR AREAS EXPOSED TO HIGH HUMIDITY. IT IS DIFFICULT TO ADAPT THIS FRAMING SYSTEM TO CURVED, BARREL VAULT, OR DOME TYPE CEIUNGS. UNITED ACCESS CAN BE PROVIDED WITH THE INSTALLATION OF ACCESS PANELS. THE LEVELS OF ABUSE AND PENETRATION RESISTANCE IS Nor THAT OF A SUSPENDED METAL LATH AND PLASTER CEIUNG. ADVANTAGES: PROVIDES FIAT, MONOUTHIC CEIUNG SURFACES AT THE LEAST COST. CAN BE ADAPTED TO SEVERAL GYPSUM ASSOCIATION AND U.L FIRE RATED FUR / CEIUNG ASSEMBUES. ACOUSTICAL TILE AND ACOUSTICAL PLASTER PROVIDE GOOD SOUND ABSORPTION. VERSATILITY: THESE CEIUNGS ARE BEST INSTALLED IN FLAT PLANES. HOWEVER, INSTALLING FACETED CEIUNGS OF VARIOUS SHAPES AND AT ANY ANGLE, ALLOWS NUMEROUS DESIGN OPTIONS. THE USE OF CEMENT BOARD PANELS ALLOWS THE USE OF THIS SYSTEM IN HIGH HUMIDITY AREAS. A VARIETY OF TEXTURES ARE AVAILABLE STRUCTURAL DESIGN: 1. HANGERS: SIZES BASED ON STATIC LOADS DEVELOPED BY STANDARD MAXIMUM CEIUNG SPACING AND UNITED TO A SAFETY FACTOR OF 6.5, BUT NO LESS THAN 12 GAUGE WIRE. CEILING WEIGHT DETERMINES THE SIZE AND SPACING OF HANGER WIRE. 2. RUNNERS AND CROSS FURRING: DEFLECTION IS UNTIED TO 1/360 OF THE SHORTEST SPAN UNDER THE CEIUNG LOAD. 1.0 REFERENCE DOCUMENTS: 1.1 ASTM STANDARDS 12 GAGE SPLAYED BRACE WIRES 1.1.1 ASTM C -754 INSTALLATION OF STEEL FRAMING TO RECENE SCREW ATTACHED GYPSUM PANELS 1.1.2 ASTM C -840 APPUCATION AND FINISHING OF GYPSUM BOARD (SEC.15) 1.1.3 ASTM C -841 INSTALLATION OF INTERIOR LATHING AND FURRING (SECS. 7.2 & 7.4) 1.1.4 ASTM C -844 APPLICATION OF GYPSUM BASE TO RECEIVE GYPSUM VENEER PLASTER (SEC.15) 1.2 RELATED STANDARDS: 1.2.1 GA 216 APPLICATION AND FINISHING OF GYPSUM BOARD (SEC.12) 1.2.2 GA 600 FIRE- RESISTANCE DESIGN MANUAL 1.2.3 GWB -1 NORTHWEST WALL & CEILING BUREAU GUIDE SPECIFICATION FOR GYPSUM WALLBOARD. 1.2.4 VP -1 NORTHWEST WALL & CEIUNG BUREAU GUIDE SPECIFICATION FOR VENEER PLASTER SYSTEMS. 1.2.5 ICBO EVALUATION REPORT ER -4071 1.2.6 MANUFACTURERS SPECIFICATIONS FOR THE APPLICATION OF CEMENT BOARD TO CEIUNGS. 2.0 MATERIALS: 2.1 HANGER WIRE FOR CEIUNGS WEIGHING 4 LBS PSF OR LESS SHALL BE #12 GA DIAMETER GALVANIZED, SOFT ANNEALED STEEL WIRE. 2.2 HANGER WIRE FOR CEIUNGS WEIGHING UP TO 10 LBS SHALL BE #9 GA GALVANIZED, SOFT ANNEALED STEEL WIRE. 2.3 MAIN RUNNERS (CARRIERS) SHALL BE 1 -1/2 X 16 GAUGE COLD ROLLED CHANNELS WEIGHING 475 LBS. PER THOUSAND UNEAL FEET. GALVANIZED OR CORROSION INHIBITING COATING FOR EXTERIOR OR HUMID CONDITIONS. 2.4 FURRING SHALL BE 7/8" X 25 GAUGE HAT SHAPED SECTIONS. GALVANIZED OR CORROSION INHIBITING COATING FOR EXTERIOR OR HUMID CONDITIONS. 2.5 TIE WIRE SHALL BE 16 GAUGE AND /OR 18 GAUGE GALVANIZED, SOFT ANNEALED STEEL WIRE. 3.0 INSTALLATION: 3.1 WIRE HANGERS SHALL BE ATTACHED TO, OR PRE - INSTALLED IN STRUCTURE CAPABLE OF SUPPORTING THE CEIUNG WEIGHT, PLUS SAFETY MARGIN. WITHOUT DEFLECTION. THE HANGER ATTACHMENT SHALL DEVELOP FULL HANGER STRENGTH. HANGERS SHALL BE STRAIGHT AND WITHIN A RATION OF 1;6 OF PLUMB. AVOID HANGER SPLICES. HANGER WIRES SHALL NOT CONTACT MECHANICAL OR ELECTRICAL ITEMS ABOVE THE CEIUNG. HANGER WIRES SHALL BE INSTALLED AT 4' OC, AND SHALL BE LOCATED WITHIN 6" OF THE ENDS OF MAIN RUNNERS. LATERAL FORCE BRACING (FIGURES 2 AND 3) • CEIUNGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEIUNG ON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENTS. SOURCE CISCA ZONES 3-4 • LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES (SEE FIGURE 2). • LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 144 SQUARE FEET AND NOT REQUIRED FOR CEIUNGS LESS THAN 144 SQUARE FEET PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. SOURCE: STATE OF OREGON, BUILDING CODES DMSION 3.2 MAIN RUNNERS SHALL BE SPACED AT 4' OC. MAIN RUNNERS SHALL BE LOCATED WITHIN 6" OF PARALLEL WALLS. ATTACH HANGER WIRES TOT HE MAIN RUNNERS WITH A SADDLE TIE THAT PREVENTS SETTLING, UPUFT, OR TWISTING OF THE MAIN RUNNERS. SPLICE FURRING WITH A NESTED 12" LAP AND A DOUBLE WRAP WIRE TIE AT EACH END. MAIN RUNNERS SHALL BE INSTALLED TO WITHIN +/- 1/8" OF A FLAT PLANE. 3.3. CROSS FURRING SHALL BE SADDLE TIED TO MAIN RUNNERS WITH #16 GAUGE WIRE OR TWO STRANDS OF #18 GAUGE WIRE OR APPROVED CUPS. SPUCE FURRING WITH AN 8" NESTED LAP SCREWED OR WIRE TIED AT EACH END. THE REQUIRED FURRING SPACING IS 24" OC FOR 5/8" THICK GYPSUM PANELS AND 16" OC FOR 1/2" THICK GYPSUM PANELS. FOR OTHER COMBINATIONS AND THICKNESS OF GYPSUM PANELS OR FOR CEMENT BOARD APPLICATIONS, SEE THE APPROPRIATE RELATED REFERENCE STANDARD OR MANUFACTURES SPECIFICATIONS. 3.4 WHEN THE STRUCTURE FROM WHICH THE CEILING IS SUSPENDED IS CAPABLE OF MOVEMENT INDEPENDENT OF THE STRUCTURE SUPPORTING ABUTTING WALL AND PARTITIONS, THE CEILING FRAMING SHALL NOT BE ATTACHED TO OR IN CONTACT WITH THE WALLS. INSTALL GYPSUM OR CEMENT PANELS TO THE CEIUNG WITH LONG DIMENSIONS PERPENDICULAR TO FURRING MEMBERS. PANEL ENDS SHALL OCCUR OVER FURRING MEMBERS UNLESS DICTATED BY OTHERWISE BY FIRE OR SOUND RATED SYSTEMS. 3.5 ACCESSORIES: ACCESSORIES APPROPRIATE TO THE CEIUNG TYPE SHALL BE SUED, AND BE INSTALLED ACCORDING TO THE RELATED REFERENCE STANDARD. • LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE CISCA SEISMIC ZONES 3 -4 • SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45 FROM THE PLANE OF THE CEIUNG. SOURCE CISCA SEISMIC ZONES 3 -4 • SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER (FIGURE 6b). SOURCE: CISCA ZONES 3-4 3.6 GENERAL INFORMATION: LARGE SUSPENDED CEIUNGS, MORE THAN 50 UNEAL FT. IN ONE DIMENSION OR MORE THAN 2500 SF, SHOULD NOT CONTACT ABUTTING WALLS OR COLUMNS. CONTROL JOINTS SHOULD BE USED TO MAINTAIN PANEL DIMENSIONS OF 50 LF. OR LESS, AND TO DMDE CEIUNG AREAS INTO MAXIMUMS OF 2500 SF. FRAMING SHOULD BE BROKEN OR SPACED AT CONTROL JOINTS. FLEXIBLE SEALANT OR FOAM TAPE MAY BE INSTALLED BETWEEN THE CASING BEAD AND THE ABUTTING SURFACES. ADDITIONAL CARRIERS AND FURRING CHANNELS AND HANGER WIRES SHALL BE INSTALLED TO FRAME AROUND CEIUNG PENETRATIONS, SUCH AS UGHT FIXTURES, ACCESS PANELS AND DUCT WORK. FOR CEILING WEIGHING MORE THAN 7113. PER SF, USE 20 GA FURRING AT REDUCED SPACING. Suspended Gypsum Board or Cement Board Ceilings Not to Scale • "POWDER DRIVEN SHOT -IN- ANCHORS" WHEN USED FOR SEISMIC APPUCATION AS PART OF TEH PRESCRIPTIVE PATH IN SEISMIC DESIGN CATEGORIES D, E AND F SHALL HAVE AN ICC -ES APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. ANCHORS FOR KICKER WIRES (SPLAYED WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FROM REQUIREMENT. SOURCE: STATE OF OREGON. BUILDING CODES DMSION. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENED CEIUNG. SOURCE CISCA SEISMIC ZONES 3 -4 • RIDGED BRACING MAY BE USED IN UEU OF SPLAY WIRES. SOURCE ASCE SECTION 9.6.2.6.2.2 • CEIUNGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. SOURCE PORTLAND BUILDING DEPARTMENT • VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. SOURCE CISCA 3 -4 THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST (SEE FIGURE 3) WALL MOLDINGS (FIGURES 4a AND 4b) WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEIUNG GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE ASCE 7 -05 SECTION 9.6.2.6.2.2 REM b WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE SUED TO SATISFY THE REQUIREMENTS FOR THE 2 -INCH CLOSURE ANGLE. SOURCE STATE OF OREGON, BUILDING CODES DMSION • THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE ARE DEEMED TO BE EQUIVALENT TO WALLS. SOURCE STATE OF OREGON, BUILDING CODES DMSION • THERE SHALL BE A MINIMUM 3/4 INCH CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. SOURCE ASCE 7 -05 SECTION 9.6.2.6.2.2 ITEM b SPREADER BARS (FIGURE 4b) • SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AND CROSS TEES AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN UEU OF SPREADER BARS. SOURCE CISCA SEISMIC ZONES 3-4 • SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. • WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. • SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 INCHES OF NE PERIMETER WALL. • WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CUPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS. SOURCE: STATE OF OREGON, BUILDING CODES DMSION HANGER (SUSPENSION) WIRES _(FIGURES 5a AND 5b) ._ • HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5o) COUNTER SLOPING WIRES ARE PROVIDED (FIGURE 5b). SOURCE ASTM C 636 SECTION 2.1.4 • HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. SOURCE CISCA ZONES 3-4 • ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE CISCA ZONES 3-4 • POWDER DRIVEN SHOT -IN- ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRES. SOURCE STATE OF OREGON, BUILDING CODES DMSION • TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE (SEE FIGURE 4 & 5b). SOURCE CISCA ZONES 3 -4 • WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK -TO -BACK 1 -1/4" COLD - ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. SOURCE: CISCA ZONES 3-4 ELECTRICAL FIXTURES • UGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGE WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. SOURCE: CISCA SEISMIC ZONES 3 -4 • UGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS. SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE UGHT FIXTURE TO THE STRUCTURE ABOVE THESE WIRES MAY BE SLACK. SOURCE CISCA SEISMIC ZONES 3-4 • UGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED BY DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SOURCE CISCA SEISMIC ZONES 3 -4 • PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEIUNG SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE CISCA SEISMIC ZONES 3 -4 • TANDEM FIXTURES MAY UTIUZE COMMON WIRES. MECHANICAL SERVICES • • TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. MUST HAVE TWO 12 GAGE WIRES CONNECTING THEM TO THE CEIUNG SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE CISCA SEISMIC ZONES 3 -4 TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. MUST BE INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. SOURCE CISCA SEISMIC ZONES 3 -4 SEISMIC SEPARATION JOINTS (FIGURE 7) • FOR CEIUNG AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEIUNG SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEIUNGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. SOURCE ASCE 7 -05 ITEM 9.6.2.6.2.2 d • THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS REQUIRED BY THE DESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. SOURCE: STATE OF OREGON, BUILDING CODES DMSION. • IN UEU OF SEISMIC SEPARATION JOINTS, THE CEIUNG MAY BE DMDED INTO AREAS LESS THAN 2500 SQUARE FEET BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6 INCHES ABOVE THE LEVEL OF THE PLANE OF THE GRID AND SHALL BE INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE SOURCE STATE OF OREGON BUILDING CODES DMSION • OTHER THAN PARTITIONS AND SOFFITS, SEISMIC JOINTS MAY NOT BE USED AS PART OF A FIRE RATED CEILING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS PROVIDED. SOURCE STATE OF OREGON BUILDING CODES DMSION. 4.0 ALTERNATE CEIUNG FRAMING FOR UNITED CEIUNG WIDTHS, ALTERNATE FRAMING CONSISTING OF FURRING CHANNEL OR METAL JOIST SECTIONS MAY BE INSTALLED AS A SIMPLE SPAN BETWEEN RUNNERS ATTACHED TO OPPOSITE WALLS. THIS SYSTEM MAY BE USED ON CEIUNG THAT DO NOT REQUIRE PENETRATIONS LARGE ENOUGH TO INTERRUPT THE FRAMING. AND DO NOT CARRY HEAVY FIXTURE LOADS. 4.1 MATERIAL RUNNERS: SHALL BE THE SAME SIZE AND GAUGE AS FRAMING MEMBERS. ANGEL RUNNER MAY BE USED TO SUPPORT HAT CHANNEL FRAMING. 4.1.2 FRAMING: THE FOLLOWING TABLE LISTS THE MAXIMUM SINGLE SPAN FOR FRAMING MEMBERS INSTALLED AT 16" OR 24" OC TO RECEIVE SINGLE LAYER CEIUNG PANELS. MEMBERS 7/8" X 25 GA HAT CHANNEL 1 -5/8" X 25 GA C SECTION 2 -1/2" X 25 GA C SECTION 3 -1/2" x 25 GA C SECTION MAX. SINGLE SPAN 4' -O" 5' -0" 6'-0" 8' -0' 4.2 INSTALLATION: 4.2.1 ATTACH RUNNERS TO WALLS WITH 2 FASTENERS AT EACH WALL STUD 4.2.2 CUT FRAMING MEMBERS TO WITHIN 1/4" OF CEIUNG WIDTH 4.2.3. ATTACH FRAMING TO RUNNERS WITH SCREWS AT BOTH TOP AND BOTTOM FLANGES 5.0 FINISHING 5.1 APPLICATION OF PANELS AND FINISHING SHALL BE IN ACCORDANCE WITH THE APPROPRIATE RELATED SPECIFICATION. SPACING 4' -0 "� O.C. MAX. I TY PICAL HANGER 1/2" ''or 5/8" GYPSUM BASE OR /� GYPSUM PANELS REGULAR OR FOIL -BACK MAX. SPACING 16" X. ;RCI ULIP METAL F CHANNEL 1 -1/2" CHANNEL 4' -Oa O.C. MAX. MAX SPACING 24" 0.C. FIGURE 5a FIGURE 5b • COUNTER SLOPING VERTICAL HANGER WIRE ATTACHMENT SHOT -IN- ANCHOR STRUCTURAL CONCRETE CEIUNG CUP 3 TURNS 3/4" 5/8' VERTICAL HANGER WIRE FIGURE 6a SPLAYED SEISMIC BRACING WIRE ATTACHMENT DRILL-IN EXPANSION ANCHOR STRUCTURAL CONCRETE STEEL STRAP 1" WIDE x 2" LONG x 12 GAGE MINIMUM 3 TURNS 45. SPLAYED SEISMIC BRACING WIRE FIGURE 6b FIGURE 7 3/4" MINIMUM POP RIVET SPRINKLERS FOR CEIUNG WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE ASCE 7 -05 9.6.2.6.2.2. ITEM e GLOSSARY FOR THIS DOCUMENT (REGIONAL TERMINOLOGY MAY VARY) CROSS TEES THE CROSS MEMBER THAT INTERLOCK WITH THE MAIN BEAMS, ALSO KNOWN AS CROSS RUNNERS OR CROSS T -BARS. DIFFUSER A CIRCULAR OR RECTANGULAR METAL GRILL USED FOR THE PASSAGE OF AIR FROM A DUCTED SYSTEM. ESSENTIAL SERVICE BUILDINGS ANY BUILDINGS DESIGNED TO BE USED BY PUBLIC AGENCIES AS A FIRE STATION, POUCE STATION, EMERGENCY OPERATIONS CENTER. STATE PATROL OFFICE, SHERIFFS OFFICE, OR EMERGENCY COMMUNICATION DISPATCH CENTER. GRID THE MAIN BEAMS AND CROSS TEES OF THE SUSPENSION SYSTEM. HANGER WIRE 10 OR 12 GAGE SOFT ANNEALED WIRE USED AS PRIMARY SUPPORT FOR THE GRID SYSTEM. ALSO CALLED SUSPENSION WIRES. LATERAL FORCE BRACING THE BRACING METHOD USED TO PREVENT CEILING UPUFT OR RESTRICT LATERAL MOVEMENT DURING A SEISMIC EVENT. LATERAL FORCE BRACING CONSISTS OF VERTICAL STRUTS AND SPLAY WIRES. MAIN BEAM THE PRIMARY SUSPENSION MEMBER SUPPORTED BY HANGER WIRES, ALSO KNOWN AS THE MAIN RUNNER, CARRYING TEE, CARRYING RUNNER OR MAINS. MOLDING /CLOSURE ANGLE A UGHT GAUGE METAL ANGLE OR CHANNEL FASTENED TO THE PERIMETER WALL OR PARTITION TO SUPPORT THE PERIMETER ENDS OF AN ACOUSTICAL CEIUNG GRID PERIMETER CUPS PROPRIETARY ANGLE BRACKET ATTACHED DIRECTLY TOT EH WALL MOLDING /CLOSURE ANGLE WHICH ALLOWS FOR 3/4" MOVEMENT IN THE EVENT OF SEISMIC ACTIVITY AND INTERLOCKS PROPERLY WITH ENDS OF GRID SYSTEM. PERIMETER WIRES HANGER WIRES PLACED WITHIN EIGHT INCHES OF THE SURROUNDING WALLS. PLENUM THE SPACE ABOVE A SUSPENDED CEIUNG. SLACK WIRE A 12 GAGE WIRE THAT IS NOT TIGHT OR TAUT. SPREADER OR SPACER BAR A BAR WITH NOTCHES TO PREVENT THE SUSPENSION SYSTEM FROM SEPARATING, ALSO CALLED A STABILIZER BAR. SPLAY WIRES WIRES INSTALLED AT AN ANGLE RATHER THAN PERPENDICULAR TO THE GRID. VERTICAL STRUTS THE RIGID VERTICAL MEMBER USED IN LATERAL FORCE BRACING OF THE SUSPENSION SYSTEM. ALSO KNOWN AS A COMPRESSION POSTS, SEISMIC PODS. SEISMIC STRUTS. COMMON MATERIALS ARE ELECTRICAL CONDUIT (EMT), METAL STUDS OR PROPRIETARY PRODUCTS. tiO3 COEVIEWED F ODE MPLIA E APP f V ED FEB 0 3 2011 City of Tukwila BUILDING DIVISION CITY OAtm`mLA JAN 19 2011 PERMIT CENTER E 0 u c rn a E design groU Ip 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group O 00 C a o Q► c IoM e is; N4 CNN N r N (1, v 1 N CO CD 1 M CI" Project Address The Budde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11 /11 /10 Revisions A Date Description By A A A A A N gjuQ 6 Z � 0 L. U �c c i c� F=- co c V 0 mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEAS 76011 817.701.4819 WASHINGTON REGISTPg11ON NO.: 9205 Seal 9205 REGISTERED ARCHITECT HAE R. BLACK TE OF WASHINGTON Drawn By (PDMS 100371) BBB Appv d By RER Sheet Title Construction Details Sheet Number A46 7 of 16 CV \ 1 SUSPENDED TRACK LIGHT SYSTEM / �� \ L L' 00 N \ T - cI ■■ -- - - -I �---- - -I___ ��■ BOTTOM OF WOOD TRIM -I -- ---------------------- WOOD TRIM WV -1 AT ARCH SEAM AT 1 " N N - T.G.C. SHALL INSTALL CORNER BEAD ALONG EDGE OF WOOD TRIM- 2" X 8" WOOD \ \SaLESN RE4' \ / N \ / X / \ / \1L / 1 __ _ _ _ _ 1 _______ TRIM WV -1 / \ / \ / - 1 -_f- _ - - - - - - - - - - - - - p I o 1 BOTTOM OF SOFFIT 1 l 9' -11" j - - � 0 3 p m - - 2" ARCH _ I_- ------ I - -_ i: bEjI X 6" WOOD TRIM WV -1 AT ON WALL BR -1 ------------_l_---------- TYPICAL BOTH SIDES PL -1 I 1 1 1 P -2 N I � L�I�I�1� — - - ON WALL __. . 1 STANDARDS — 1��1 _. ___. _. _= i- - BR -1 � PC -2 - WC -1 ON WALL • �0 ______ 1 :IL.i. STANDARDS -1 WOOD TRIM NEXT WS -1 I ON WALL 2' -6" L - 0' 1 I WS -1 PL -1 PC-2 WS 4V BR --EU ON ALL SIDES AT FITTING ROOMS 1 OF COLUMN SURROUND. TYPICAL BOTH SIDES 1 __________________I_ B_1 -1 LE1ON - UMA itAI!!J _ 1 WALL STANDARDS STANDARDS e STANDAI •A , m II' II �[ ►- ..1 ® i ® 1 Ai IrAH IlItJ , Iiirii �I ,� 1 `1I '-'• _ ■■ ItL!LI 1 • 1 . �Ir ' I�� ___ IIitii 4- \ \A� � 1 IWl _ ■ - I� -_•m ��,_ �: • � 1 ,� l.s�sii_■ 1 �-��.a� I .,__._L.� _Ei ._________.._I II ._ ______________�i�_. s ...�_________ -� . • 1 q• • _. _________________ I ' ____________. —. _______________ ::.:;. ihuIIuuIuuuuuIuIuIuIIIIIuIIlIIuIL ..s luII ■• � IiluIIIlIIIIIIIIlIlIIlIl ►:IuI Ik! n ., CV \ 1 SUSPENDED TRACK LIGHT SYSTEM / �� \ L L' 00 N \ T - \ cI 1 -- - - -I �---- - -I___ ��■ BOTTOM OF WOOD TRIM -I -- ---------------------- WOOD TRIM WV -1 AT ARCH SEAM AT 1 " N N - T.G.C. SHALL INSTALL CORNER BEAD ALONG EDGE OF WOOD TRIM- 2" X 8" WOOD \ \SaLESN RE4' \ / N \ / X / \ / \1L / 1 __ _ _ _ _ 1 _______ TRIM WV -1 / \ / \ / - 1 -_f- CV \ 1 SUSPENDED TRACK LIGHT SYSTEM / �� \ L L' 00 N \ T - - ...__________.___.�_____�___ ----- 1 -- - - -I �---- - -I___ ��■ BOTTOM OF WOOD TRIM -I -- ---------------------- WOOD TRIM WV -1 AT ARCH SEAM AT 1 4 - - ----] - — � N - - - _• - - - - -- ----- hL �� - - �� 1 P -2 _ - - - - - - - - - - - - - p I o 1 BOTTOM OF SOFFIT 1 l 9' -11" j - - � 0 3 p m - - 2" ARCH ••_------------ _ I_- ------ I - -_ iw4rIAa X 6" WOOD TRIM WV -1 AT ON WALL BR -1 ------------_l_---------- TYPICAL BOTH SIDES PL -1 I 1 1 1 P -2 N I � L�I�I�1� — - - ON WALL __. . 1 STANDARDS — 1��1 _. ___. _. i- OB BR -1 � PC -2 - WC -1 ON WALL • �0 ______ 1 :IL.i. STANDARDS -1 WOOD TRIM NEXT WS -1 I ON WALL 2' -6" L - 0' 1 I WS -1 PL -1 PC-2 WS 4V BR --EU ON ALL SIDES AT FITTING ROOMS 1 OF COLUMN SURROUND. TYPICAL BOTH SIDES 1 __________________I_ B_1 -1 LE1ON BR -1 _ 1 WALL STANDARDS STANDARDS ____ STANDAI •A .. __ II' II �[ ►- ® Iiirii ,� 1 `1I '-'• _ ■■ ItL!LI 1 • 1 . �Ir I�� ___ \ \A� ■ - I� -_•m ��,_ �: roc.. l.s�sii_■ �-��.a� CV \ 1 SUSPENDED TRACK LIGHT SYSTEM / �� \ L L' 00 N \ T - - r--L -- _J L------------- - - - - -- - - - - - -- J 1 1 " '- o ______- BOTTOM OF SOFFIT 9' -11" BOTTOM OF WOOD TRIM -I -- ---------------------- WOOD TRIM WV -1 AT ARCH SEAM AT 1 4 - - ----] - PE SUSN ucHT s � N - - - - - - - - - - - - - 0 \ �1 rn - - ~ � o 1 P -2 TYPICAL BOTH SIDES 8' -0" AFF ICON SIGN. I E --OPEN TO NEXT "ROOM "_) REF 6/A5 1 - - - - - - - - - - - - - p I o 1 BOTTOM OF SOFFIT 1 l 9' -11" j - - � 0 3 p m - - 2" ARCH - - - - - - - - - - - - - - 9' -6 1/2" 1 X 6" WOOD TRIM WV -1 AT ON WALL BR -1 P_2 TYPICAL BOTH SIDES PL -1 I 1 1 1 P -2 N I � WV -1 W -1 ON WALL NOTE: TEMPLATE FOR PAINTED LOGO BY TENANT. 1 STANDARDS 1 1 WV -1 WOOD TRIM I i- OB BR -1 � PC -2 - WC -1 ON WALL P -5 �0 BR -1 ON ALL SIDES 1 WC -1 STANDARDS -1 WOOD TRIM NEXT WS -1 I ON WALL 2' -6" L - 0' 1 I WS -1 PL -1 PC-2 WS BR --EU ON ALL SIDES AT FITTING ROOMS 1 OF COLUMN SURROUND. TYPICAL BOTH SIDES 1 __________________I_ B_1 -1 LE1ON BR -1 _ 1 WALL STANDARDS STANDARDS ____ STANDAI T \ ? , SUSPENDED TRACK LIGHT SYSTEM - _ r I 00 r LJ OQ @ WC-2 I 1 I I 1 - 2" X 8" WOOD N r \\ // __ X _ /\ - / \ / \ _ / \ _ / \ L----------- L------------- - - - - -- -- - - - - -J 4 - - ----] - PE SUSN ucHT s - - - - - - - - - - - - 0 o I � - - ~ � o 1 P -2 1 - - - - - - - - - - - - - p I o 1 BOTTOM OF SOFFIT 1 l 9' -11" j - - � 0 3 p m - - 2" ARCH - - - - - - - - - - - - - - 9' -6 1/2" 1 X 6" WOOD TRIM WV -1 AT ON WALL BR -1 P_2 TYPICAL BOTH SIDES PL -1 I 1 1 1 WOOD TRIM AT FITTING I � WV -1 ROOMS TYPICAL BOTH SIDES -ICON REF 6/A5 NOTE: TEMPLATE FOR PAINTED LOGO BY TENANT. 1 STANDARDS OPEN TO i- OB I ( P -5 - WC -1 ON WALL P -5 �0 BR -1 ON ALL SIDES 1 WC -1 "ROOM" -1 WOOD TRIM NEXT WS -1 - 1 2' -6" L - 0' 1 I WS -1 p WS PC-2 B_1 -1 LE1ON ON WALL STANDARDS _ 1 WALL STANDARDS PC -2 STANDAI T \ ? , SUSPENDED TRACK LIGHT SYSTEM 1 1 1 • I " = I 1 r LJ OQ @ WC-2 I 1 I I 1 \ / \OPEN TO / S/rLES AREA/ 2" X 8" WOOD N r \\ // __ X _ /\ - / \ / \ _ / \ _ / \ L----------- L------------- - - - - -- -- - - - - -J 4 - - ----] - SEAM" AT � I 0 o I � BOTTOM OF SOFFIT 9' -11" ~ � o 1 N I iv r WOOD TRIM WV -1 AT ARCH AFF 2" X 6" WOOD TRIM WV -1 ,,/8'-O" TYPICAL BOTH SIDES ICON SIGN. REF 6/A5 OPEN TO NEXT "ROOM" _ ) BR -1 WS -1 ON WALL \ PL -1 I I � WC -1 I � PC -2 P -2 REF 6 /A5 1 STANDARDS WS -1 OB I ( P -5 PC -2 ON WALL 0 � BR -1 ON ALL SIDES WV_1 WOOD TRIM WC -1 � -1 WOOD TRIM WS -1 AT FITTING ROOMS OF COLUMN SURROUND. TYPICAL BOTH SIDES PL -1 p PC-2 B_1 I ON WALL STANDARDS N -- ih _ o) SUSPENDED TRACK LIGHT SYSTEM - •- WC-2 L - -� - - - - -J \ / \OPEN TO / S/rLES AREA/ 2" X 8" WOOD N r \\ // __ X _ /\ - / \ / \ _ / \ _ / \ L----------- TRIM WV -1 r if T.G.C. SHALL i• INSTALL CORNER BEAD ALONG EDGE OF WOOD TRIM. 9' -6 1/2" .' -11 1 /2' SUSPENDED TRACK LIGHT SYSTEM - - J ---- L - -� - - - - -J I P -2 L----------- - - - - -- P -2 0 0 o I � BOTTOM OF SOFFIT 9' -11" ~ � o AT SEAM AT 8 -0 AFF 1 1 1 1 1 1 1 2" X 6" WOOD TRIM WV -1 BR -1 ARCH TYPICAL BOTH SIDES OPEN TO NEXT "ROOM ICON SIGN -T REF 6 /A5 WS -1 PL -1 PC -2 ON WALL 0 � WV_1 WOOD TRIM STANDARDS AT FITTING ROOMS TYPICAL BOTH SIDES — Date /i\11/17/lo Desaiption CUSTOMER COMMENTS By BBB 0 0 0 0 0 LANDLORD BULKHEAD. REMOVE AS NEEDED TO INSTALL NEW STOREFRONT P -1 ON 5/8" TYPE 'X' GYP. BD. n 3 5/8" METAL STUDS ATTACHED TO DECK I WC -1 1 FLUORESCENT STRIP LIGHT 11' -0" IP -1 ML =1 PREFINISHED BRAKE - METAL PANELS ' -3 3/4" 1' -8" x P -6 ON F.R. PLYWOOD GYP. BD. BACKER 1 BEHIND WIREWAY STOREFRONT SIGN WIREWAY 18" HALO 1 LETTERS ON SILVER BACKER r Date Description CUSTOMER COMMENTS By BBB , 3' � 1/ / / -6" �/ d. I '- -0'/ ION / • / / // / / ' // // ,/ / '� / / // / / / / / / A ,!r / / / / / / /// / ,� / / / / //,(/% // / / / �`� // II P -6 1 " X 3 5/8" 16 GA. MTL BOX BEAM FOR LATERAL SUPPORT OF STOREFRONT SIGN. P -1 x 0 I x RECESSED SOFFIT LIGHTING - REFER TO LIGHTING PLAN 18" X 18 " METAL ACCESS PANEL (2) REQUIRED. REF: 8 /A4a P -1 co co N ID IPC 310N DOORS WITH CUSTOM DOOR HARDWARE BY TENANT. BRACE PER MANUFACTURES SPECIFICATIONS. ALUMINUM GLAZING SYSTEM PC -3 LEASE UNE 1/2" TEMPERED GLASS BR -1 BR -1 1 SOLDIER COURSE Entry Section #12 WIRE - 2 STRANDS 0 4' O.C. ATTACH TO L.L. STEEL JOISTS c' TOP CHORDS ONLY 10 Al a #12 WIRE - 2 STRANDS 0 4' O.C. L ATTACH TO LL STEEL JOISTS 0 TOP LANDLORD BULKHEAD. REMOVE AS NEEDED TO INSTALL NEW STOREFRONT P -1 ON 5/8" TYPE 'X' GYP. BD. n Jr IVI ♦L/J VI\LI 1 1/2" COLD ROLLED C- CHANNEL Date Description CUSTOMER COMMENTS By BBB A A d. I '- x tD ION A P -7 5/8" x A TYPE 'X' GYP. BD. o, 0 24" O.C. I • ADJUSTABLE HANGRAIL = ++ �, +� 2' -4" k ++ SYSTEM. REF: 6/A4 a, , . © -2 :r ii ..::_ A6a (AT -1 WHITE TRACK = LIGHTING SYSTEM 0 ACID ETCHED GLASS: SEVASA - SATENGLAS -I� : , ... .:: ,: WC = ++ ++ + CLEAR 1/4" THICK IWC -1 ON 5/8" TYPE 'X' GYP. BD. ETCHED GLASS AT 80% OPAQUE BY T.G.C. ON MTL. STUDS. to iG ,f c' P -1 �( / / / STOREFRONT GLAZING SYSTEM PC -3 RN co � 1 J IP -1 1 20 1 1 I 6 2" X 8" WOOD TRIM I BR -1 J BRICK WALL %- FINISH BEYOND \_ M 1/2" TEMPERED GLASS oz' k--LEASE LINE / BEYOND IWV -1 TRIM FURNISHED STAIR NOSE T URN SHED Y B TENANT, TO BE CUT TO FIT AS WOOD TRANSITION BY T.G.C. \ 2 1 1 1 I F -3 FLOOR FINISH ON STOREFRONT SHOW WINDOW PLATFORM RUN TIGHT FROM I FACE OF SILL TO EDGE OF I WOOD TRIM AT STORE SIDE A6a y BR -1 / / \\ \,..� 3 A6a ;. I1 BR -1 BR -1 I NOTE: ALL BR -1 EXPOSED TO MALL COMMON AREA SHALL BE APPLIED TO 1/2" CEMENT BOARD WITH CORNER BEAD ON CEMENT BD. CORNERS. LANDLORD BULKHEAD. REMOVE AS NEEDED TO INSTALL NEW STOREFRONT 1 1/2" COLD ROLLED C- CHANNEL 0 24" O.C. TAT -1 P -1 ON 5/8" • TYPE 'X' GYP. BD. P -7 ION 5/8" TYPE 'X' GYP. BD. n x ao '* \-I ADJUSTABLE HANGRAILo SYSTEM. REF: 6/A4 Show Window Section Scale: 3/4' = 1' -0' 3 -5/8" METAL STUDS TO DECK AT ENTRY #12 WIRE - 2 STRANDS 0 4' 0.C. ATTACH TO LL. STEEL JOISTS ® TOP CHORDS ONLY 1 1 /2" COLD ROLLED C- CHANNEL ® 24" 0.C. 3 -5/8" METAL STUD x co x 6 "X35/8" 16 GA. MTL BOX BEAM FOR HORIZONTAL SUPPORT OF STOREFRONT SIGNAGE. REF: 8/A6 FOR CONNECTION DETAIL x co N IP -1 1 ML -1 PREFINISHED BRAKE - METAL PANELS SEAM. ALIGN WITH SOFFIT FACE ABOVE STAIR NOSE TRIM FURNISHED BY TENANT, TO BE CUT TO FIT AS WOOD TRANSITION BY T.G.C. ACID ETCHED GLASS: SEVASA - SATENGLAS CLEAR 1/4" THICK ETCHED GLASS AT 80% OPAQUE BY T.G.C. WC -21 ON 5/8" TYPE 'X' GYP. BD. 1/2" TEMPERED GLASS LEASE UNE r7 M I F -3 I FLOOR FINISH ON STOREFRONT SHOW WINDOW PLATFORM RUN TIGHT FROM FACE OF SILL TO EDGE OF WOOD TRIM AT STORE SIDE BR -1 IP -1 1 STOREFRONT GLAZING SYSTEM N 1/2" TEMPERED GLASS FLOOR FINISH ON STOREFRONT SHOW WINDOW PLATFORM RUN TIGHT FROM FACE OF SILL TO EDGE OF WOOD TRIM AT STORE SIDE N I BR -1 Show Window Section Scale: 3/4' = 1' -0' Show Window Section Scale: 3/4' = 11-0' P -1 ON 5/8" TYPE 'X' GYP. BD. #12 WIRE - 2 STRANDS 0 4' O.C. ATTACH TO LL STEEL JOISTS 0 TOP CHORDS ONLY 1 1/2" COLD ROLLED C- CHANNEL 0 24" O.C. AT -1 WHITE TRACK LIGHTING SYSTEM ACID ETCHED GLASS: SEVASA - SATENGLAS CLEAR 1 /4" THICK ETCHED GLASS AT 80% OPAQUE BY T.G.C. •11.11.1 UUUUUUUUUUUUUUUUUUUUUUUUUUU UUUUUU 1.11.11.111.111. STOREFRONT GLAZING SYSTEM I PC-3 Aimprmif WS -1 PL-1 1 PC -2 FOR WALL STANDARDS FINISH BEYOND 1/2" TEMPERED GLASS 5/8" TYPE 'X' GYP. BD. ON 3 5/8" METAL STUDS. F -3 FLOOR FINISH ON STOREFRONT SHOW WINDOW PLATFORM RUN TIGHT FROM FACE OF SILL TO EDGE OF WOOD TRIM AT STORE SIDE B -1 N x CO in x co O.H. LANDLORD BULKHEAD. REMOVE AS NEEDED TO INSTALL NEW STOREFRONT P -1 ON 5/8" TYPE 'X' GYP. BD. Show Window Section Scale: 3/4' = 1'-0' P -7 ON 5/8" TYPE 'X' GYP. BD. ADJUST ABLE HANGRAIL ao SYSTEM . REF: 6 /A4 0 x N BR -1 5 A6a WHITE TRACK LIGHTING SYSTEM 0.H. WC 2 ACID ETCHED GLASS: SEVASA - SATENGLAS CLEAR 1/4" THICK ETCHED GLASS AT 80% OPAQUE BY T.G.C. M STOREFRONT GLAZING SYSTEM 1 PC -3 BR -1 FINISH BEYOND LEASE UNE AIWA/7 1/2" TEMPERED GLASS F -3 FLOOR FINISH ON STOREFRONT SHOW WINDOW PLATFORM RUN TIGHT FROM FACE OF SILL TO EDGE OF WOOD TRIM AT STORE SIDE BR -1 BR -1 8 A6a 0.H. P -1 #12 WIRE -2 STRANDS 0 4' 0.C. ATTACH TO LL STEEL JOISTS ® TOP CHORDS ONLY 1 1/2" COLD ROLLED C- CHANNEL 0 24" O.C. AT -1 x CO JWC -1 ION 5/8" TYPE 'X' GYP. BD. ON MTL. STUDS. 2" X 8" WOOD TRIM BEYOND WV -1 STAIR NOSE TRIM FURNISHED BY TENANT, TO BE CUT TO FIT AS WOOD TRANSITION BY T.G.C. 1 BR -1 J Show Window Section Scale: 3/4' = 1'-0' x co c) EXISTING DEMISING PARTITION - T.G.C. TO VERIFY CONDITION OF WALL AFTER DEMOLITION AND REPLACE OR REPAIR DAMAGED GYP. BD. TO BRING TO A 1 HOUR RATED PARTITION. TYPICAL FOR ALL WALLS, TENANT SIDE -ONLY. (MAINTAIN UL U465) 11 NEW MALL NEUTRAL PIER BY TGC TO MATCH MALL STANDARD. COORDINATE WITH -MALL OPERATIONS MANAGER. WC -1 WS -1 PL -1 PC -2 WALL STANDARDS 2" X 8" WOO TRIM IWV -1 I _ BR -1 rAX -11" 0 N ML -1 ALL FOUR SIDES- 3/4" METAL REVEAL CO M BR -1 BR -1 BELOW GLASS x N 1/2" TEMPERED GLASS II I I 111 1 4' -0" I + 2 1 4 "1I SEAM LINE OF SOFFIT ABOVE -- ) L '-8" �1 1 ME imuserr .39.11 II II II II x 3' -0 1/4" 3' -6" 5' -6" ADJUSTABLE HANGRAIL SYSTEM. INSTALL ON SOFFIT. REF: 6/A4 F -3 19" HIGH RAISED PLATFORM BR -1 1 BELOW GLASS 2" x 2" x 1/8" STEEL TUBE SUPPORT. REF: 8/A6 FOR CONNECTION DETAILS 0 I 6 "l 6" X 16 GA. MTL. BOX BEAM FOR HORIZ. SUPPORT SENSORMATIC ULTRA MAX 3031 SECURITY SYSTEM ANTENNA REF: 4 /A6a SENSORMATIC ULTRA MAX 3031 SECURITY SYSTEM ANTENNA REF: 4 /A6a ti' I, M -1 ALL FOUR SIDES B" -1 ALL SIDES - 1CNi F -1 TO LEASE U 1E n x ao RECESSED DUSTPROOF i. FLOOR LOCKS W /CHROME FINISH FOR OPEN & CLOSED POSITION, TYP. LEASE LINE RECESSED DUSTPROOF FLOOR LOCKS W /CHROME FINISH FOR OPEN & CLOSED POSITION, TYP. 6 "X16 GA. MTL. BOX BEAM FOR LATERAL SUPPORT ACROSS STOREFRONT ENTRY MALL FLOORING 6" X 16 GA. MTL. BOX BEAM FOR HORIZ. SUPPORT ' -11" 2" X 8" WOO TRIM WV -1 t0 0 1- S 3' -7" 11 co 9 2" x 2" x 1/8" STEEL TUBE SUPPORT. REF: 8/A6 FOR CONNECTION DETAILS ADJUSTABLE HANGRAIL SYSTEM. INSTALL ON SOFFIT. REF: 6/A4 IX WS -1 PL -1 PC -2 WALL Jr STANDARDS WC 1 — r- BR -1 BELOW GLASS F -3 19" HIGH RAISED PLATFORM WC 2I0N 5/8" TYPE 'X' GYP BD. & 3 5/8" METAL STUD FRAMING 1/2" TEMPERED GLASS EXISTING DEMISING PARTITIC VERIFY CONDITION OF WALL DEMOLITION AND REPLACE DAMAGED GYP. BD. TO BRIT RATED PARTITION. TYPICAL TENANT SIDE ONLY. (MAINT WALL OF TS 2" x 2 "x 1/8" 3/8 "0 CONC. ANCHOR WITH 1 1/2" EMBE 6" x 6" x 1/8" STEEL PLATE N - T.G.C. TO AFTER R REPAIR G TO A 1 HOUR OR ALL WALLS, IN UL U465) ' -6" 2' -6" BR -1 1 BELOW GLASS BR -1 re) r) 0 M 1 Storefront Plan 6" X 3 5/8" 16 GA. MTL BOX BEAM FOR LATEREL SUPPORT OF STOREFRONT SIGANGE- / WELD PLATE TO \ TUBE STEEL 1 3/4" METAL REVEAL o EXISTING MALL NEUTRAL PIER ►) STOREFRONT PROJECTION IS TO BE IN LINE WITH ADJACENT TENANT'S STOREFRONT PROJECTION (APPLE STORE) 2� 1/2"0 LAG BOLT 18 GA. METAL STRAP SECURED WITH TEK SCREWS —1/2 "0 LAG BOLT CONCRETE ANCHOR TO MATCH BOLT EXISTING CONCRETE \° lulJl a a. .°11 II' SECTION NMI a NMI I, I, I P I REVIEWED FOR CODE COMPLIANCE APP n0 FEB 0 3 2011 City of Tukwila BUILDING DIVISION Steel Tube Attachment Detail Scale: 3/4' = 1' -0' n x 3 5/8" x 1/8" STEEL PLATE WELD PLATE TO TUBE STEEL WALL OF TS 2" x 2 "x 1/8" CITYRF§EiSi PERMIT CENTE 3100 East Randol Mill-Road Arlington, Texas 7601 1 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group L. I J • co 0 to to in aim 0 0 opg-Elin 40 MI CO CO g" IV rg 00 N The Budde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date Revisions A11/17/10 Date Description CUSTOMER COMMENTS By BBB A A A A A .." LAD CN Z a u o v) el 1 3 co _c "S 0 rrrb MICHAEL R. BLACK, AR 3100 E. RANDOL MILL ARLJNGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 1AEL R. BLACK E OF WASHINGTON (PDMS 100371) BBB Appvid By RER Sheet We Storefront Plan and Sections Sheet Number A6 9 of 16 EDGE QUALITY THE FOLLOWING TOLERANCES ARE USED TO ASSURE HIGH QUALITY SURFACE APPEARANCE AND CONSISTENCY IN EDGEWORK. POLISHED EDGE A POUSHED EDGE, ALSO REFERRED TO AS A "GROUND AND POUSHED EDGE," IS AVAILABLE FOR ALL GLASS THICKNESS 1/4" (6MM) AND GREATER. THE EDGES ARE FLAT GROUND, SEAMED, THEN POLISHED TO PRODUCE A GLASS SURFACE CONDITION SIMILAR TO THE SURFACE OF THE GLASS. THE HIGH QUALITY APPEARANCE OF THE POLISHED EDGE IS CAREFULLY INSPECTED. POUSHED EDGES ARE COMMONLY FOUND ON GLASS FURNITURE TOPS, DOORS OR FREE— STANDING PARTITIONS WHERE QUALITY EDGEWORK FOR EXPOSED SURFACES IS DESIRED. NOTE: GAP NOT TO EXCEED 1/4" TYPICAL BUTT CONDITION 1/2" TEMP. GLASS 5/8" TYPE 'X' GYP. BD. I F -3 Glass Joint Details Scale: Full Size 4" 3/4" F.R. PLYWOOD ON MTL FRAMING AS REQUIRED B -1 IWS -1 PL -1 pC -2 FOR WALL STANDARDS WC-2 1 1/2" '1 F -3 STAIR NOSE IBR -1 5/8" WATER RESISTANT GYP. BD. 3/4" F.R. PLYWOOD 6" METAL STUDS BR -1 TENANT TO PROVIDE HARTCO NATURAL MAPLE STAIR NOSE FOR TRIM. INSTALLED BY T.G.C. 3/4" F.R. PLYWOOD ON MTL FRAMING AS REQUIRED FINISH ON 5/8" WATER RESISTANT GYP. BD3 Show Window Detail • 3/4" F.R. PLYWOOD ON MTL. FRAMING AS REQUIRED 1 3/4" X 4" ALUM — GLAZING SYSTEM PC -3 1/2" TEMPERED GLASS IBR -1 1 19" A.F.F. 4 r` 6" METAL STUDS 5/8" TYPE 'X' GYP. BD. I F -3 1 BR -1 FINISH ON 1/2" CEMENT BOARD 4' -0" Show Window Section Scale: 1' = 1' -0' 3/4" F.R. PLYWOOD ON MTL FRAMING , • AS REQUIRED 6" METAL STUDS BR -1 1 3/4" X 4" ALUM — GLAZING SYSTEM PC -3 1/2" TEMPERED GLASS BR -1 19" A.F.F. 5/8" WATER RESISTANT GYP. BD. 1— IBR -1 I FINISH ON 1/2" CEMENT BOARD 4' -0" Show Window Section Scale: r = r-o' NOTE: T.G.C. TO COURSE BRICK PATTERN PRIOR TO DETERMINING FINAL COLUMN SIZE. COLUMN SHALL BE AS SMALL AS POSSIBLE. 1' -3 1/2" SQUARE MIN. 1' -3 1/2" W 0 I c II IL 11 11 BR -1 Column Elevation Detail Scale: trr = r-a z (TYP. r7 ALL SIDES) .1 1/2" TEMPERED GLASS 1 3/4" X 4" ALUM— GLAZING SYSTEM 1/4" MORTAR JOINT AGAINST MUWON UT BRICK AS A TOPPER 19" A.F.F. pc-3 IBR -1 I FINISH ON 1/2" CEMENT BOARD 6 METAL STUDS Show Window Detail Scale: 3' = WS -1 IPL -1 PANEL SHALL ONLY BE INSTALLED AFTER 2 "x8" WOOD TRIM PANEL IS INSTALLED a N WS -1 PL -1 2 1/2" NOTE: DO NOT NAIL THRU FACE OF VENEER, BACK SCREW ONLY. L J APPLY METAL CORNER BEAD. 3 5/8" METAL STUD FRAMING ® 16" O.C. )NC -2 1ON 5/8" TYPE 'X' GYP BD. & 3 5/8" METAL STUD FRAMING TGC TO PROVIDE ACCESS HOLES TO ALLOW SCREW ATTACHMENT TO THE 2 "x8" WOOD TRIM 5' -9" 3' -0 STOREFRONT CONSTRUCTION TRENCH TO CAP BOX TRENCH CUT IN SLAB 1.5" (D) NOTE: ADT /SENSORMATIC REPRESENTATIVE TO RUN A NOISE TEST TO DETERMINE THE FINAL SYSTEM SELECTION, AND WORK WITH BUCKLE REP PRIOR TO ORDERING. TGC TO VERIFY SYSTEM TYPE PRIOR TO DOING ANY WORK. MALL COMMON AREA • STOREFRONT CONSTRUCTION X12 " / SALES AREA NOTE: FLOAT FLOOR LEVEUNG PAST ANTENNA SO THAT F -1 AT EDGES ARE LEVEL WITH MALL FLOOR FINISH AND TO ENSURE A SMOOTH TRANSITION. F -3 FLOOR LEVEUNG —NEW AMS -301 ANTENNA. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ///////////////////////////////// Ai/////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// .ro 4 .., i"'. w':•.e:"."F!'. ... :.. :.t.:tM:.".::: a::5 e..y;s e'.`: .. ..s>r _..... .. .. ..oL+... ... .. _... 4' 4 . t 4 4 EXISTING FLOOR SLA AMS -3031 Security System Information Not to Scale TUCK METAL PANEL AS SHOWN — HOLD TIGHT TO ADJACENT GYP. BD. FINISH WALL 6" X 16 GA. MTL BOX BEAM FOR HORIZ. SUPPORT u_ 0 t IBR -1 I / 3' -0 1/4" 2" x 2" x 1/8" STEEL TUBE SUPPORT. REF: 8/A6 FOR CONNECTION DETAILS NOTE: ALL BR -1 EXPOSED TO MALL COMMON AREA SHALL BE APPUED TO 1/2" CEMENT BOARD. (APPLY GRAY LATEX PRIMER TO SURFACE.) WITH CORNER BEAD ON CEMENT BD. CORNERS. Wood Trim Detail Scale: 3' = 1' -0'' EXIST. BUILDING COLUMN WHERE OCCURS. WATER RESISTANT GYP. BD. OVER MTL. STUDS 1' -3 1/2" MIN. TYPICAL COLUME DETAIL T.G.C. TO COURSE BRICK PATTERN TO DETERMINE ACTUAL COLUMN SIZE. A COLUMN WIDTH OF 1' -3 1/2" IS PREFERRED. WHERE A COLUMN WIDER THAN 1' -3 1/2" IS REQUIRED, GC TO PROVIDE THE BUCKLE WITH THE SIZE OF COLUMN FOR REVIEW /APPROVAL. GC SHALL MAINTAIN BRICK DIMENSION AT ALL CONDITIONS. Standard Column Detail Scale: 1 1/7 = 1' -0' EXIST. BUILDING COLUMN WHERE OCCURS. METAL STUD FRAMING 5/8" TYPE 'X' GYP. BD. TO EXTEND TO 6" ABOVE LAY —IN CEIUNG F.R. BLOCKING AS REQUIRED Stockroom Column Detail Scale: 1 1/2' = r-o' ML -1 IALL SIDES IBR -1 1 LINE OF 1/2" TEMPERED GLASS IN STOREFRONT GLAZING SYSTEM PC -3 I Storefront Details Scale: 1' = 11-0' u` Q 0 0 0 LINE INDICATES EDGE OF PLATFORM BELOW — ALIGN WITH FACE OF SOFFIT ABOVE — REFER TO SECTION 3/4" F.R. PLYWOOD METAL STUD FRAMING ML -1 PREFINISHED UNE OF SOFFIT ABOVE SEAM a a, 1P-1 I FINISH ON 5/8" TYPE 'X' GYP. BD. I P -7 I FINISH ON 5/8" TYPE 'X' GYP. BD. 1 3/4" X 4" ALUM— GLAZING SYSTEM pc-3 1 ACID ETCH GLAZING 1/" IBR 1 I FINISH ON 1/2" CEMENT BOARD 3 5/8" MTL. STUDS CUT BRICK BASE PIECE 1 /4" MORTAR JOINT AGAINST MUWON Show Window Detail Scale: 3' = r-o� BRAKE — METAL PANELS 2" x 2" x 1/8" STEEL TUBE SUPPORT. REF: 7/A6 FOR CONNECTION DETAILS (TYP.) LEASE UNE 6" X 3 5/8" 16 GA. MTL. BOX BEAM FOR LATERAL SUPPORT ACROSS STOREFRONT ENTRY PREFINISHED BRAKE METAL PANEL NOTES: 1. PREF1NISHED METAL AT STOREFRONTS TO BE INSTALLED ON SOUD FRAMING AND BLOCKING MEMBERS WITH A FULL BEAD OF MASTIC. DO NOT USE SCREWS OR POP— RIVETS. (SPECIAL CARE MUST BE TAKEN DURING INSTALLATION NOT TO SCRATCH METAL SURFACES) 2. ALL METAL BUTT JOINTS, LAP JOINTS AND INSIDE CORNERS TO BE PRECISELY FITTED. 3. ALL SURFACES THAT METAL WILL BE APPUED TO MUST BE SMOOTH AND AND HAVE ALL DEPRESSIONS, HOLES, COUNTER SUNK NAILS / SCREWS ETC. FILLED AND MADE FLUSH WITH THE SURFACE. 4. EASE ALL OUTSIDE CORNERS OF BACKING WITH A BELT SANDER BEFORE INSTALLING BRAKE —METAL PANELS. 5. ALL PREFINISHED BRAKE — METAL PANELS TO BE ONE PIECE METAL IN VERTICAL DIRECTION — NO SEAMS ALLOWED IN VERTICAL DIRECTION — TUCK METAL PANELS AS SHOWN. EXIST. BUILDING COLUMN WHERE OCCURS. Isometric ETAL STUDS WATER RESISTANT GYP. BD. DO NOT WET SPONGE EXCESS MORTAR )03 ROBINSON THIN BRICK SHALL ONLY BE APPLIED TO WATER RESISTANT GYP. BD. (GREEN BOARD OR BLUE BOARD) ON ALL INTERIOR APPUCATIONS. BRICK INSTALLATION NOTES: -1. INSTALL WITH 1/4" MORTAR JOINTS 2. AFTER BRICK INSTALL, APPLY MORTAR WITH PASTRY BAG TO JOINTS. 3. STRIKE JOINTS FLAT 4. BRUSH JOINT TO REMOVE EXCESS MORTAR. 5. THERE SHOULD BE SOME HOLES OR "MISSED" AREAS IN MORTAR TO ACHIEVE A RUSTIC LOOK. ML -1 ML -1 1 PREFINISHED BRAKE — METAL PANELS N a aC■1Y a N IP -7 UNE OF PAINT CHANGE I P -6 1 CUT BRICK AS A TOPPER ACID ETCH GLASS ALUM— GLAZING SYSTEM pc-3 I 1/2" TEMPERED GLASS CUT BRICK AS A TOPPER 1 1 /2" 1 /4" MORTAR JOINTS Brick Work Elevation Scale: 1' = 1' -0' C C NOTE: IT IS DESIRABLE TO HAVE THE MORTAR JOINTS ALIGN BETWEEN THE UPPER FASCIA AND COLUMN FASCIA BUT IT IS NOT NECESSARY 1 /4" MORTAR JOINTS PREFINISHED BRAKE — METAL PANELS F.R. WOOD BLOCKING AS NEEDED 2" x 2" x 1/8" STEEL TUBE SUPPORT. REF: 8/A6 FOR CONNECTION DETAILS � Entry Column Detail Scale: 3' = 1'-0` 1 " P FOR MORTAR: OF SILICA SAND GRAY PORTLAND 1 GALLON — WHITE PORTLAND 1 QUART — LIME DO NOT USE GROUT DO NOT TOOL JOINTS 1/2' Thinbrick Flat No Scale Isometric 1/2" Thinbrick Comer No Scale Isometric 3 5/8" MTL. STUDS AUGN NOTE: ALL FACE BRICKS ON COLUMN TO BE CORNER BRICKS INSTALL MORTAR AT THE BASE AFTER THE WOOD FLOOR IS INSTALLED r Jr t Jr Brick Work Elevation REF: SHEET A2 FOR EXACT DIMENSIONS. Scale: 1' = 1' -0' Q Mirror Cove Iao M P -7 I ON 5/8" TYPE 'X' GYP. BD. FINISH ON 1/2" CEMENT BOARD BR -1 Show Window Detail Scale: 3' = 11-0` "\'METAL STUDS AS NEEDED TO PROVIDE A FLUSH SURFACE 5/8" TYPE "X" GYP. BD. ^FLUSH J L LEASE UNE - DEMISING WALL EXISTING COLUMN SURROUND Fury -Out Detail "b1 We -1 REVIEWED FOR CODE COMPLIANCE AppanvED FEB 0 3 2011 City ofTukwila BUILDING DIVISION 3 5/8" METAL STUD FRAMING 0 16" O.C. ON 5/8" TYPE 'X' GYP. BD. & 3 5/8" METAL STUD FRAMING cm�i�ALn JAN 19 ZOII PERMIT CENTER Wood Trim Detail Scale: 3' = 11-0' —1 ON 5/8" WATER RESISTANT GYP. BD. & 3 5/8" METAL STUD FRAMING ON 5/8" TYPE 'X' GYP BD. & 3 5/8" METAL STUD FRAMING APPLY METAL CORNER BEAD. ROLL WC -1 BEHIND TRIM. 2" X 8" WOOD TRIM raw WV -1 NOTE: DO NOT NAIL THRU FACE OF VENEER, ADHERE WITH UQUID NAIL pdmsdesign.com 'PS 3100 East Rondo( Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4'153 f This document contains information proprietary to QDMS Design Group and is furnished in confidence for title limited purpose of evaluation, bidding. review, or construction. This document or its contents may not be used for away other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group N CO N 0 Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions A\ Dale i 07/10 Description CUSTOMER COMMENTS By BBB A A A A A 1 3 co c .-c 1 :::) 0 mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Drawn By (PDMS 100371) BBB APPv'd By RER Sheet Title Storefront Details Sheet Number A6a 10 of 16 AT -2 CO 5/8" TYPE 'X' GYP. BD. TO 6" ABOVE LAY —IN CEIUNG. P -4 4 x 8 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI —GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. 16" SHELVING STOCKROOM B -3 4" HIGH VINYL BASE 1 r WATER RESISTANT GYP. BD. 1 X 3 RAIL pc-3 11 /8"TH X 4" H. B -2 SE 3/8" HEX HEAD SCREW WITH ZINC FINISH BY T.G.C. (2) LAYERS OF 5/8" TYPE 'X' GYP. BD. of BEHIND "BARN DOORS ONLY" WS -1 PL -2 PC -1 WALL STANDARDS 3 5/8" MTL STUDS. SALES SE #10 HEX HEAD SCREW WITH ZINC FINISH BY T.G.C. B -2 IAT -2 1 1P -4 Wall Sections Scale: 3/4' = 1' -0' _ 3 5/8" METAL STUDS 4,t, 7' -6" 1 /2" GAP SIM P -4 5/8" TYPE 'X' GYP. BD. TO 6" ABOVE LAY —IN CEILING. STOCKROOM B -3 4" HIGH VINYL BASE NOTE: ON WALLS WHERE IBR -1 1 WILL BE APPLIED, ALL SHEET ROCK MUST BE HUNG ALL THE WAY TO THE FLOOR, MAKING SURE THERE IS NO GAP BETWEEN THE FLOOR AND THE WALL DRYWALL SHALL BE FINISHED TO A "PAINT READY" CONDITION MAKING SURE ALL WALLS AND COLUMNS ARE LEVEL & FLAT BEFORE THE ULTRA —TEX BR -1 INSTALLATION BEGINS. ALL WALLS SHALL BE FLAT. HINGE 1"X1" ANGLE CONTINUOUS AROUND OPENING P -1 1" SQ. MTL TUBE 1' -4 1/4" ON 5/8" TYPE 'X' GYP. BD. ALL INSIDE SURFACES STAGGER STRIP FLUORESCENT UGHT FIXTURES — MOUNT AS SHOWN CENTERED ON FRAME BEYOND REFER TO UGHTING PLAN FOR LIGHTING SPECIFICATION STOCKROOM B -3 4" HIGH VINYL BASE (0 BR -1 1 WATER RESISTANT GYP. BD. 1 X 3 RAIL 1, -0" 1 /8"TH X 4" H. MOUNT TO COVER DROPROD & PLATE ATTACHMENT. REF: 10/A7 fP -1 1 B -2 PL -1 IWS 1 C -2 PL -2 1 SALES AREA 1/2" GAP B -2 I ON RETURN. REF: 10/A7 Wall Sections AT -1 P -2 15/8" TYPE 'X' C GYP. BD. ON MTL FRAMING TO 6" ABOVE LAY —IN CEIUNG IAC -1 1 PANELS — SECURE TO METAL FRAME — PROVIDE ACCESS TO w LIGHTING BEYOND. \ + ++ 5/8" TYPE 'X' GYP. BD. P -1 3 5/8" METAL STUDS ® 16" O.C. ALIGN DIRECTLY UNDER METAL JOISTS. TYP. 5/8" TYPE 'X' GYP. BD.IWC -1 I FITTING ROOM I B-1 r 1 0 w 1" SQ. MTL TUBE FRAME \ AND MULLION — REFER TO \ ELEVATIONS FOR MULUON ,LOCATIONS P -2 PC-3 BLACK WEATHER —STRIP 5/8" TYPE 'X' GYP. BD 1" X 2" BLACK WALL CONTINUOUS ANGLES AT THE SIDES AND BOTTOMS FOR SCREWING OF WINDOW FRAMES. SALES AREA 0 fD Wall Sections Scale: 3/4' = 1' -0' _ co N N \ co it _ 1 Description co A 1- + + + ,.■7I . ,I 1'-6" AT -1 1 ♦ \ c.i = i AT -1 1 IAT -1 5/8" WATER RESISTANT GYP. BD FINISH I IBR -1 r 3 5/8" MTL. STUDS SECURED TO , 14" GRAPHIC FRAME 1 CENTERED ON WALL STRUCTURE ABOVE. i + + ' \ N co I b) 5/8" TYPE 'X' GYPSUM BOARD ��_� TYPE 'X' _ CO z O A8 P-1 ON WALL WS -1 ON WALL 5/8" WATER RESISTANT GYP. BD. i 1 STANDARDS ro 0) 5/8" TYPE 'X' :: 3 2 "I■NE REFERENCE SHEET A2 FOR EXACT WALL TYPE 1/2" GAP IBR 1 FINISH -1 v I � or ) 0 I b I NOTE: ALL MIRRORS IN MIRROR COVES TO HAVE CONTINUOUS CHROME J —MOLD AROUND THE MIRROR. 1 1 1 I 1 I II 1 1 5/8" TYPE 'X' GYPSUM BOARD I I 1 II 1 1 III 1 1 1 FINISH 1 P -4 1 REFERENCE SHEET A2 1 1 FOR EXACT WALL TYPE 23 1/2" x 108" x 1/4" " MIRROR 11 1 1 I 1 � 3/4 ON ALUMINUM FRAMING CUP ANGLES BY T.G.C. SALES AREA 1 I 1 1 II 1 1 I 1 I �I I 1 III I I I I 1 I I III 1 \ \ NOTE: ALL SCREWS FOR ML -2 PANELS SHALL BE #8 -14X1 1/4" MOD. TRUSS SCREWS WITH PAN HEAD. WITH ZINC FINISH; PROVIDED BY TEN. 3/4" F.R. PLYWOOD BACKER 3 5/8" METAL STUDS. HANGER ICON SIGNAGE. REF: 6/A5 BR -1 ON WATER RESISTANT GYP. BD. ADJACENT TENANT Wall Sections @ Mirror Scale: 3/4' = 1' -0' Wall Section Scale: 3/4' =1'-0' SALES AREA SCREWS AND CORRUGATED METAL SHALL BE ATTACHED DIRECTLY TO STUDS OR METAL STRAPPING. r 5/8" TYPE 'X' GYPSUM BOARD. P -1 C -1 FITTING ROOM REFERENCE SHEET A2 FOR EXACT WALL TYPE 5/8" TYPE 'X' GYPSUM BOARD. IWC -1 _ 1B -1 Wall Sections @ Fitting Room Scale: 3/4' = 1' -0' I Date Description co A J + + ,.■7I . ,I • AT -1 1 A AT -1 1 Iwc -1 ON i i 5/8" TYPE 'X' ..... BR -1 BEHIND FRAME r 1 C 1 GYPSUM BOARD I I N GRAPHIC FRAME 1 CENTERED ON WALL GRAPHIC FRAME CENTERED ON WALL. ++ + 7 LI 0 I N 0 1 'EN I P -1 ION 5/8" TYPE 'X' 1' -6" GYPSUM BOARD 18 A8 A8 ON WALL WS -1 ON WALL PL -1 PC -2 STANDARDS ro 0) 5/8" TYPE 'X' _( GYPSUM BOARD _( REFERENCE SHEET A2 FOR EXACT WALL TYPE 1/2" GAP 1 Wall Section Scale: 3/4' =1'-0' SALES AREA SCREWS AND CORRUGATED METAL SHALL BE ATTACHED DIRECTLY TO STUDS OR METAL STRAPPING. r 5/8" TYPE 'X' GYPSUM BOARD. P -1 C -1 FITTING ROOM REFERENCE SHEET A2 FOR EXACT WALL TYPE 5/8" TYPE 'X' GYPSUM BOARD. IWC -1 _ 1B -1 Wall Sections @ Fitting Room Scale: 3/4' = 1' -0' I Date Description co A + rGYP. ,.■7I . AT -1 1 A BR -1 ON 5/8" _ WATER RESISTANT BD. BR -1 BEHIND FRAME 1 I GRAPHIC FRAME 1 CENTERED ON WALL ++ � 7 0 I N P -1 ON 5/8" TYPE 1' -6" 'X' GYPSUM BOARD � 17 A8 S -1 PL -1 C -2 ON WALL STANDARDS 2 co � 5/8" TYPE 'X' GYPSUM BOARD REFERENCE SHEET A2 FOR EXACT WALL TYPE 1/2" GAP _( 1 9' -6 1 BR -1 ON WATER RESISTANT GYP. BD. co 1 X 3 RAIL pc-3 5' -4" LONG BRACKET FOR RAIL SUPPORT. LOCATE BRACKET AT SPLICE POINTS. ADD ENDCAP AT EACH END. DROP ROD & PLATE. MAY NEED TO CUT TO FIT. 1 /8"TH X 4" H. MOUNT TO COVER DROP ROD & PLATE ATTACHMENT B -2 IWS 1 IPL -2 IPC -1 1 2 LAYERS OF 5/8" GYP. BD. BEHIND WALL SYSTEM ONLY. Wall Section Scale: 3' = 1'-0' 1BR 1 1 on 5/8" WATER RESISTANT GYP. BD. 1 X 3 RAIL 5' -4" LONG BRACKET FOR RAIL SUPPORT. LOCATE BRACKET AT SPUCE POINTS. ADD ENDCAP AT EACH END. PC -3 O 1 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —NO WASHER. 1 /8"TH X 4" H. MOUNT TO COVER DROP ROD & PLATE ATTACHMENT 5/8" TYPE 'X' GYP. BD. B -2 _40 N IPL -2 WS 1 IPL -2 IPC -1 P -1 X3/8" HEX HEAD LAG BOLT W /ZINC FINISH —NO WASHER. 1 /8"TH X 4" H. B -2 MOUNT TO PLATE ATTACHMENT O ] F -3 EXIST. CONC. SLAB Wall Detail Scale: s• = r-o' 3 5/8" METAL STUDS ® 16" O.C. ALIGN DIRECTLY UNDER METAL JO . EXISTING GYP. BD. CEIUNG O 9' —O" A.F.F. 91 -0" P -4 7' -6" 3 5/8" METAL STUDS ENT CORRIDOR HINGE 1"X1" ANGLE CONTINUOUS AROUND OPENING P -1 1" SQ. MTL. TUBE 1' -4 1/4" AT -1 ON 5/8" TYPE 'X' GYP. BD. ALL INSIDE SURFACES STAGGER STRIP FLUORESCENT UGHT FIXTURES — MOUNT AS SHOWN CENTERED ON FRAME BEYOND REFER TO LIGHTING PLAN FOR LIGHTING SPECIFICATION :n: 5/8" TYPE 'X' GYP. BD. P -1 CEILING MOUNTED RECESSED EXIT UGHT. 5/8" TYPE 'X' GYP. BD. 1 P -2 P -3 SALES / NON —SALES DOOR AND FRAME B -2 \ P -2 5/8" TYPE 'X' GYP. BD. ON MTL. FRAMING TO 6" ABOVE LAY —IN CEIUNG {AC 1 1 PANELS — SECURE TO METAL FRAME — PROVIDE ACCESS TO LIGHTING BEYOND. _ \ 1" SQ. MTL TUBE FRAME AND MUWON — REFER TO \ ELEVATIONS FOR MULLION )LOCATIONS IPC -3 BLACK WEATHER —STRIP 5/8" TYPE 'X' GYP. BD. 0 R 1" X 2" BLACK WALL CONTINUOUS ANGLES AT THE SIDES AND BOTTOMS FOR SCREWING OF WINDOW FRAMES. SALES AREA co 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —WITH WASHER. Wall Sections Scale: 3/4' = 1'-0` 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —WITH WASHER. BRACKET FOR RAIL SUPPORT. LOCATE BRACKET AT SPUCE POINTS. ADD ENDCAP AT EACH END. DROP ROD & PLATE. MAY NEED TO. CUT TO FIT. BR 1 J N 11 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —NO WASHER. STANDARD IPC -1 1 Wall Detail Scale: 1 1/2' =,,-o� 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —NO WASHER. PL -2 PANELS I- 1 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —NO WASHER. 1/8"TH X 4" H. MOUNT TO COVER DROPROD & PLATE ATTACHMENT B -2 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —NO WASHER. STANDARD PC -1 {B -2 IRUN ACROSS STANDARD ENDCAP ANGLE FOR IWS -1 1 Wall Detail Saab: 3' =1'-0' _ OI 1/2" GAP FOR FLOOR b1�3l5 (BR -1 1 ON 5/8" WATER RESISTANT GYP. BD. TO CEIUNG AT 12' -6" A.F.F. REVIEWED FOR CODE COMPLIMWE Appanve0 FEB 0 3 2011 CityofTukwila BUILDING DIVISION 1 X 3 RAIL ENDCAP PC-3 1/8'7H X 4" H. MOUNT TO COVER DROP ROD & PLATE ATTACHMENT MIME 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —NO WASHER. IWS —1 IPL -2 IPC -1 O BR -1 ON 5/8" WATER RESISTANT GYP. BD. TO CEIUNG AT 12' -6" A.F.F. 3/8" HEX HEAD LAG BOLT W /ZINC FINISH —NO WASHER. 1 /8'TH X 4" H. MOUNT TO PLATE ATTACHMENT 1 F -3 1 B -2 EXIST. CONC. SLAB L � N cmru► JAN 19 2011 PERMIT CENTER pdmsdesign.com dis Ip 31 00 East Randol Mill Road Artf ngton, Texas 76011 81 7.633.4200 p 0 817.633.4153 f This docunraernt contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for ony other purpose one moy not be reproduced or disclosed to others without the prior written consent of PDMS Design Group o EP N c F Oo o,a — to v o k I M In CO ` c1 U (ETA r N h A Nr v V O D g i ,. 0 m co wk 1 W 1 1 o �N N 0ON2 Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 1 1 /1 1 /1 0 Revisions A Date Description By A A A A A Southcenter mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Drawn By (PDMS 100371) BBB Appdd By RER Sheet Title Construction Details Sheet Number A7 11 of 16 i0 IWC -1 5/8" TYPE 'X' GYP. BD. REFERENCE SHEET A2 FOR EXACT WALL TYPE BR -1 ALL 3 SIDES TO 9' -6 1/2" AFF t0 r 5/8" WATER RESISTANT GYP. BD. TO 9' -6 1/2" AFF 1/2" GAP Wall Section @ Bump-out Scale: 3/4' = 1' -0' NOTE: ALL SCREWS FOR ML -2 PANELS SHALL BE #8 -14X1 1/4" MOD. TRUSS SCREWS WITH PAN HEAD. WITH ZINC FINISH; PROVIDED BY TEN. SCREWS AND CORRUGATED METAL SHALL BE ATTACHED DIRECTLY TO STUDS OR METAL STRAPPING. 3/4" F.R. PLYWOOD BACKER 3 5/8" METAL STUDS: HANGER ICON SIGNAGE. REF: 6/A5 BR -1 ON WATER RESISTANT GYP. BD. SALES AREA 5/8" TYPE 'X' GYPSUM BOARD. IWC -1 P -1 C -1 I FITI1NG ROOM REFERENCE SHEET A2 FOR EXACT WALL TYPE Wall Section Scale: 3/4' = 1'-0' 5/8" TYPE 'X' GYPSUM BOARD. C -1 R i0 IB -1 Wall Sections @ Fitting Room Scale: 3/4' = 11-0' ri 00 Date Description i0 A + +- + + 1"-- A 11 MI "I1 m N AT -1 1 C -1 ION 5/8" cV C -1 ON N 5/8" TYPE 'X' I 1 r C OR -1 BEHIND FRAME IB II GYPSUM BOARD I i I N lo N / GRAPHIC FRAME I CENTERED ON WALL �+ I + Z o L\t 1' -6" io I N I P -1 ION 5/8" TYPE 'X' / GYPSUM BOARD / 18 A8 METAL STUD FURRING. SIZE AS NEEDED TO INSTALL FLUSH WITH EXISTING COLUMN SURROUNDS / 17 A8 C WITH 12" LETTERS WS 1 I 9' —o" NOTE: ALL MIRRORS IN MIRROR COVES TO HAVE CONTINUOUS CHROME J —MOLD AROUND THE MIRROR. PL -1 OR 1 I pC -2 ON WALL STANDARDS cv m 5/8" TYPE 'X' ON WALL GYPSUM BOARD A2 r 1 r COUNTERTOP IM(V -1 I REFERENCE SHEET FOR EXACT WALL TYPE 1/2" GAP Wall Section Scale: 3/4' = 1'-0' 5/8" TYPE 'X' GYPSUM BOARD. C -1 R i0 IB -1 Wall Sections @ Fitting Room Scale: 3/4' = 11-0' ri 00 Wall Section Scale: 3/4' = r-o° Date Description co A + +- + + + 1"-- A -11 1 . "I1 m N AT -1 1 C -1 ION 5/8" cV BR -1 ON 5/8" a 1 WATER RESISTANT GYP. BD. WATER RESISTANT GYP. BD. BEHIND FIXTURE N � C OR -1 BEHIND FRAME IB II + lo N / GRAPHIC FRAME CENTERED ON WALL. + GYPSUM BOARD USE #10 HEX HEAD SCREW WITH ZINC FINISH BY T.G.C. SALES B2 Z o Q P -1 7 \ \ ro 1 cV P -1 ON 5/8" TYPE 'X' GYPSUM BOARD 1' -6" / / 17 A8 C WITH 12" LETTERS METAL STUD FURRING. SIZE AS NEEDED TO INSTALL FLUSH WITH EXISTING COLUMN SURROUNDS I 9' —o" NOTE: ALL MIRRORS IN MIRROR COVES TO HAVE CONTINUOUS CHROME J —MOLD AROUND THE MIRROR. S -1 OR 1 I PL -1 5/8" WATER RESISTANT C -2 ON WALL STANDARDS I 5/8" TYPE 'X' WIRE PASSAGE GYPSUM BOARD REFERENCE SHEET A2 FOR EXACT WALL TYPE 1/2" GAP COUNTERTOP IM(V -1 I II Ij Ili Wall Section Scale: 3/4' = r-o° VINYL BASE BY TGC Backwrap Section Scale: 3/4' =1'-0' B -3 CORRUGATED METALI1L -2 Date Description By A + +- --\- E IAT -1 1 A 4 1 /8"TH X 4" H. "I1 m N A7a USE 3/8" HEX HEAD C -1 ION 5/8" cV TYPE 'X' GYPSUM + IBR 1 WATER RESISTANT GYP. BD. BEHIND FIXTURE N � C 1' -6" WALL + lo N / P -1 ION 5/8" TYPE 'X' GYPSUM BOARD GYPSUM BOARD USE #10 HEX HEAD SCREW WITH ZINC FINISH BY T.G.C. SALES B2 Z o P -1 II II \ \ N �O a, r1l WALL AS SPECIFIED . ON SHEET A2 'o BUCKLE SIGNAGE C WITH 12" LETTERS I 9' —o" NOTE: ALL MIRRORS IN MIRROR COVES TO HAVE CONTINUOUS CHROME J —MOLD AROUND THE MIRROR. I II I OR 1 I III I 5/8" WATER RESISTANT FINISH 1 P -4 I GYP. BD. BACKER ON METAL STUD FURRING 3" DIAL HOLE FOR 23 1 2" x 108" x 1/4" MIRROR WIRE PASSAGE COUNTERTOP IM(V -1 I II Ij Ili I II II II II B -1 �\ o 1 io I m N \ \M I� DRAWER \ \ SHELF STANDARDS en • ADJUSTABLE 0 SHELVES I 'I I I a VINYL BASE BY TGC Backwrap Section Scale: 3/4' =1'-0' B -3 CORRUGATED METALI1L -2 1/2" GAP 10 Wall Section Scale: 3/4' = 1'-0' WATER RESISTANT GYP. BD. BR -1 9' -6 1 2'' ML -2 SECURED TO STUDS AT ARCH CONDITION WITH SHEET METAL BACKE .\. ... \ \\ \ \\ s. 1 X 3 RAIL 5' -4" LONG BRACKET FOR RAIL SUPPORT. LOCATE BRACKET AT SPLICE POINTS. ADD ENDCAP AT EACH END. DROP ROD & PLATE. MAY NEED TO CUT TO FIT. pc-3 1/8"TH X 4" H MOUNT TO COVER DROP ROD & PLATE ATTACHMENT B -2 _O WS -1 IPL -2 IPC -1 I 2 LAYERS OF 5/8" GYP. BD. BEHIND WALL SYSTEM ONLY. Wall Section Scale: 3' = 11-0' a \ \ _ Date Description By A 1 I o 1 X 3 RAIL PC-3 1 \ A 4 1 /8"TH X 4" H. B -2 5 A7a USE 3/8" HEX HEAD SCREW WITH ZINC FINISH BY T.G.C. ION 5/8" 1 3 5/8" MTL. STUDS SECURED TO IBR 1 WATER RESISTANT GYP. BD. BEHIND FIXTURE N � C WS 1 PL -2 WALL + PC -1 STANDARDS REFERENCE SHEET A2 FOR EXACT WALL TYPE 5/8" TYPE 'X' 5/8" TYPE 'X' GYPSUM BOARD { GYPSUM BOARD USE #10 HEX HEAD SCREW WITH ZINC FINISH BY T.G.C. SALES B2 Z o 1/2" GAP 10 Wall Section Scale: 3/4' = 1'-0' WATER RESISTANT GYP. BD. BR -1 9' -6 1 2'' ML -2 SECURED TO STUDS AT ARCH CONDITION WITH SHEET METAL BACKE .\. ... \ \\ \ \\ s. 1 X 3 RAIL 5' -4" LONG BRACKET FOR RAIL SUPPORT. LOCATE BRACKET AT SPLICE POINTS. ADD ENDCAP AT EACH END. DROP ROD & PLATE. MAY NEED TO CUT TO FIT. pc-3 1/8"TH X 4" H MOUNT TO COVER DROP ROD & PLATE ATTACHMENT B -2 _O WS -1 IPL -2 IPC -1 I 2 LAYERS OF 5/8" GYP. BD. BEHIND WALL SYSTEM ONLY. Wall Section Scale: 3' = 11-0' a \ \ _ Date Description By A 9.1- A 1' -6" a i A IAT -1 1 5/8" TYPE 'X' GYP. BD. FINISH IWC 1 1 3 5/8" MTL. STUDS SECURED TO 14" STRUCTURE ABOVE. A + \ a N co 5/8" TYPE 'X' GYPSUM BOARD r I El Z o P -1 II II 5/8" TYPE 'X' GYP. BD. FINISH Mfg= i1 II I 9' —o" NOTE: ALL MIRRORS IN MIRROR COVES TO HAVE CONTINUOUS CHROME J —MOLD AROUND THE MIRROR. I II I 5/8" TYPE 'X' GYPSUM BOARD III I II II FINISH 1 P -4 I REFERENCE SHEET A2 FOR EXACT WALL TYPE 23 1 2" x 108" x 1/4" MIRROR Ivs I ON 3/4" MDF. ALUMINUM FRAMING CUP ANGLES BY T.G.C. SALES AREA II Ij Ili I II II II II B -1 1' -5" T'" ADJACENT TENANT Wall Sections @ Mirror Scale: 3/4' = 1' -0' bi •• REVIEWED FOR GCE COMPLIANCE qPar+nvFo FEB o 3 2011 City of BUILDING DivlSlOn� of Tukwila BUILDING DIvISIOt cmi%dASILn JAN 19 2011 PERMIT CENTER pdmsdesign.com drs design gr u 3100 East Randol Mill Road - Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group OEP N A c c V 0 C: ! 0 i.l `iN COO Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11 /11 /10 Revisions A Date Description By A A A A A 1 3 c c V -c D 0 mrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Drawn By (PDMS 1003711 BBB Appv d By RER Sheet Title Construction Details Sheet Number Ala 12 of 16 BR -1 APPUED TO 5/8" WATER RESISTANT GYP. BD. ON 3 -5/8" MTL STUDS 103 1111 1 1 1111 IIII 1111 11 11 11 11 WS -1 1 PL -2 1 PC -1 (2) LAYERS OF 5/8" TYP. 'X' GYP. BD ON 3 -5/8" MTL. STUDS • •. �� :...-- ..._........ .� IIII -- M1I II II wIII 111 111 111 111 111 111 111 PL -2 APPUED TO 5/8" PARTICLE BD. ON 5/8" TYP. 'X' GYP. BD ON 3 -5/8" MTL STUDS B -2 TO BE INSTALLED OVER PL -2 TO THE FACE OF WALL STANDARD WS— 1 PL -1 PC -2 12" Construction Detail Scale: 3' = 1' -0' LINE OF SOFFIT ABOVE 9' -6 1 /2" A.F.F. 1WC 1 ALL 3 SIDES ON 5/8" TYPE 'X' GYP. BD. REF. A2 FOR WIDTH METAL STUDS WS -1 PL -1 PC -2 PARTITION AS SPECIFIED ON SHEET A2 NOTE: REF. A2 FOR EXACT DIMENSIONS UNE OF SOFFIT ABOVE 9' -6 1 /2" A.F.F. a c0 BR -1 'Bump Ou1 Column Detail Scale: 3/4' = IBR -1 ION WATER RESISTANT GYP. BD. WS -1 PL -2 PC -1 (2) LAYERS OF 5/8" TYP. 'X' GYP. BD ON 3 -5/8" MTL STUDS aoo 3 5/8" MTL. STUDS ON WATER RESISTANT GYP. BD. 11" MR 2 TILTED 23 1 /2" x 108" x 1/4" MIRROR ON 3/4" MDF. O.H. Floor Detail (Mirror, IBR -1 ION WATER RESISTANT GYP. BD. PARTITION AS SPECIFIED ON SHEET A2 UNE OF SOFFIT ABOVE 0 9' -6 1 /2" A.F.F. 1 ' -8" 1' -8" 1' -8" PARTITION AS SPECIFIED ON SHEET A2 Construdion Detail Soule: 3/4' =1'-0' BR -1 ON WATER RESISTANT GYP. BD. Construction Detail Scale: 3' =1' -0' pc-2 WS -1 PL— 1 0 NOTE: REF. A2 FOR EXACT DIMENSIONS (WC -1 ON 5/8" TYPE 'X' GYP. BD. MR -2 ZINC -1 ION 5/8" TYPE 'X' GYP. BD. /O9'-6 LINE OF SOFFIT ABOVE 1 /2" A.F.F. 3 5/8" MTL STUDS TILTED 23 1 /2" x 108" x 1/4" MIRROR ON 3/4" MDF. P -2 ON 5/8" TYPE 'X' GYP. BD: PARTITION AS SPECIFIED ON SHEET A2 Floor Detail (Mirror) Scale: 3/4' = 1'-0' 2' -6" 0 a 0 I a MR -1 1 1/4" CLOTHES HANGER RODS ® 60" A.F.F. WITH 3/4" BACKER PLYWOOD. SEAT ROVIDED BY TENANT N ih i - / a N co 1' -5" 1' -6" 5' -0" BACKER BLOCKS Fitting Roam Plan Scale: 3/4' = 1' -0' 1' -5" BACKER BLOCKS 2' -0" HANDICAP BENCH 1' -6" 1 1/4" CLOTHES HANGER ROD 48" A.F.F. WITH 3/4" BACKER PLYWOOD. 16 A8 BLOCKING FOB_ HANDICAP-- BENCH © 15" A.F.F. i i 0 to i to 1' -5 1 /4" 1' -8" 5' -0" H.C. Fitting Room Plan Scale: 3/4' = 11-0' IWC ON 5/8" TYPE 'X' GYP. BD. Construction Detail Scale: 3' = 11-0' CORRUGATED METAL PANEL NOTES; 1. START LAYOUT OF METAL PANELS AT CENTER OF ARCHWAY AND WORK TOWARDS EACH END 2. OVER LAP END OF EACH PANEL WITH ONE FULL LAP OF NEW PANELS — SCREW / ADHERE / SECURE AS REQUIRED TO FACE OF FINISHED WALL AS REQUIRED — RUN EACH PANEL TIGHT TO ADJACENT WOOD TRIM — PANELS SHOULD NOT EXCEED IN HEIGHT TO THE ADJACENT WOOD TRIM — WOOD TRIM TO EXTEND PAST FINISHED FACE OF WALL BY 1 TYPICAL — MAXIMUM HEIGHT OF CORRUGATED METAL PANELS TO BE 7/8" — REFER TO SPECIFICATIONS 3. ALL SCREWS FORIML -2 PANELS SHALL BE #8 -14X1 1/4" MOD. TRUSS SCREWS WITH PAN HEAD, ZINC FINISH; FURNISHED BY TENANT T.G.C. TO ATTACH TRIM PRIOR TO INSTALLATION OF FITTING ROOM GYP. BD. ON PLYWOOD BEHIND ML -2 PANEL PAINT SHALL EXTEND FROM EDGE OF WOOD TRIM BEHIND CORRUGATED PANEL 3 INCHES. BISCUIT JOINER 3/4" F.R. PLYWOOD P -3 1 BY T.G.C. TRIM AT ARCH — ON BACK SIDE 2= OF EXPOSED WOOD TRIM UNE ML -2 PANEL — PRECISELY FIT SEAM AGAINST WOOD TRIM — TYPICAL Arch Wall Display Detail Scale: 1 1/2' = 1' -0' PLACE BEAD OF CLEAR SIUCONE AROUND MIRROR. MR -1 ( - -1WC -1 I---) a 0 0 I O 1/4" CLOTHES HANGER ROD WITH 3/4" BACKER PLYWOOD. ISOMETRIC SEE DETAIL 12/A8 FOR FITTING ROOM DOOR FINISHES AND DETAILS C -1 Fitting Room Elevations Scale: 1/4' = 1' -0' Elevation PANEL OR OCATION) SAME OOR W W w w i0 0 2 "X6" TRIM EXACT MIRROR SIZE AND INSTALLATION TO BE DETERMINED AFTER PLACEMENT OF HANGER ROD Section Filting Room Door Detail Scale: 1/2' = 1' -0' PLACE BEAD OF CLEAR SIUCONE AROUND MIRROR. R -3 I THREE SECTIONS SET AT 45' ANGLES 1 1 /4" DIA CLOTHES HANGER ROD WITH 3/4" BACKER PLYWOOD. SEE DETAIL 16/A8 FOR OFITTING ROOM BENCH B FINISHES AND DETAILS SEE DETAIL 12/A8 FOR FITTING ROOM DOOR FINISHES AND DETAILS- 14' -10" i 4' -6" 4' -6" 4' -6" ICON SIGN ABOVE DOOR REF: 6/A5 0 I in B 1 1 /4" CLOTHES HANGER RODS 60" A.F.F WITH 3/4" BACKER PLYWOOD. Fitting Room Elevations (HC) Scale: 1/4' = 1'-0' SEE DETAIL 12/A8 FOR FITTING ROOM DOOR FINISHES AND DETAILS- IWC -1 1 1/4" CLOTHES HANGER ROD WITH 3/4" BACKER PLYWOOD: • -tip B -1 0 ,T O a 0 iA IB -1 I O 1' -5" NOTE: EACH FITTING ROOM TO HAVE A SERVICE SIGN, SHOPLIFTING, AND ICON MOUNTED 0 69" TO TOP. ON WALL FINAL LOCATION PLACED BY BUCKLE REPRESENTATIVE. 0 TIME OF PUNCH OUT. DO NOT FIX TO WALL UNTIL THAT TIME. (ICON LEFT /SERVICE SIGN RIGHT) PLACE BEAD OF CLEAR SIUCONE AROUND MIRROR. Fitting Room Elevations Same: 1/4' = 1'-0' 1 a CO <-IwC -1 H B -1 EXACT MIRROR SIZE AND INSTALLATION TO BE DETERMINED AFTER PLACEMENT OF HANGER ROD Fisting Room Detail SCALE 3/4' = 7'-0' f BACKER BLOCKS 4' -0" 1' -6" 1' -5" 1- a M 5 1/2" (2) ANGLES 2 1 /2" X 2 1 /2" X 4" LONG, 11 GAUGE WITH TWO HOLES FOR ATTACHMENT 2' -6" 5 1 /2" a Front View H.C. Bench Details Scale: 1 1/2' = 1' -0' BR -1 SLOT IN FRAME AT TOP. 1 " METAL TUBING PC-3 GRAPHIC FRAME PANEL BY TENANT DT-7i ON GREEN BD. BEHIND FRAME SYSTEM U— CHANNEL GRAPHIC HOLDER. P -1 I Graphic Frame Section Scale: 3' = 1' -0' @ BRICK 1 w 1' -6" 1' -5" C -1 2' -0" 4 Date Description By > 0 io 10 k 6° 1' -11 3/4" 6 k 0 . I L o Z =0 � n (2) ANGLES 2 /2" X 2 1/2° X 4 LONG, 11 GAUGE WITH TWO HOLES \ FOR ATTACHMENT F.R. WOOD BLOCKING _ 1 0 to A A 1 '�.' OPAQUE —© ACRYLIC �+ OFDC (HINGE I DOOR F PC -3 METAL PC I ` Iz_< --21:-. z =o 0 1 Elevation PANEL OR OCATION) SAME OOR W W w w i0 0 2 "X6" TRIM EXACT MIRROR SIZE AND INSTALLATION TO BE DETERMINED AFTER PLACEMENT OF HANGER ROD Section Filting Room Door Detail Scale: 1/2' = 1' -0' PLACE BEAD OF CLEAR SIUCONE AROUND MIRROR. R -3 I THREE SECTIONS SET AT 45' ANGLES 1 1 /4" DIA CLOTHES HANGER ROD WITH 3/4" BACKER PLYWOOD. SEE DETAIL 16/A8 FOR OFITTING ROOM BENCH B FINISHES AND DETAILS SEE DETAIL 12/A8 FOR FITTING ROOM DOOR FINISHES AND DETAILS- 14' -10" i 4' -6" 4' -6" 4' -6" ICON SIGN ABOVE DOOR REF: 6/A5 0 I in B 1 1 /4" CLOTHES HANGER RODS 60" A.F.F WITH 3/4" BACKER PLYWOOD. Fitting Room Elevations (HC) Scale: 1/4' = 1'-0' SEE DETAIL 12/A8 FOR FITTING ROOM DOOR FINISHES AND DETAILS- IWC -1 1 1/4" CLOTHES HANGER ROD WITH 3/4" BACKER PLYWOOD: • -tip B -1 0 ,T O a 0 iA IB -1 I O 1' -5" NOTE: EACH FITTING ROOM TO HAVE A SERVICE SIGN, SHOPLIFTING, AND ICON MOUNTED 0 69" TO TOP. ON WALL FINAL LOCATION PLACED BY BUCKLE REPRESENTATIVE. 0 TIME OF PUNCH OUT. DO NOT FIX TO WALL UNTIL THAT TIME. (ICON LEFT /SERVICE SIGN RIGHT) PLACE BEAD OF CLEAR SIUCONE AROUND MIRROR. Fitting Room Elevations Same: 1/4' = 1'-0' 1 a CO <-IwC -1 H B -1 EXACT MIRROR SIZE AND INSTALLATION TO BE DETERMINED AFTER PLACEMENT OF HANGER ROD Fisting Room Detail SCALE 3/4' = 7'-0' f BACKER BLOCKS 4' -0" 1' -6" 1' -5" 1- a M 5 1/2" (2) ANGLES 2 1 /2" X 2 1 /2" X 4" LONG, 11 GAUGE WITH TWO HOLES FOR ATTACHMENT 2' -6" 5 1 /2" a Front View H.C. Bench Details Scale: 1 1/2' = 1' -0' BR -1 SLOT IN FRAME AT TOP. 1 " METAL TUBING PC-3 GRAPHIC FRAME PANEL BY TENANT DT-7i ON GREEN BD. BEHIND FRAME SYSTEM U— CHANNEL GRAPHIC HOLDER. P -1 I Graphic Frame Section Scale: 3' = 1' -0' @ BRICK 1 w 1' -6" 1' -5" C -1 2' -0" 4 Side View C -1 SLOT IN FRAME AT TOP. 1 " METAL TUBING GRAPHIC FRAME PANEL BY TENANT pc-3 1 IWC 1 I ON GYP. BD. BEHIND FRAME SYSTEM U CHANNEL GRAPHIC HOLDER. 1P-1 1- Graphic Frame Section Scale: 3' = 1' -0' @ WALL COVERING bto CODE REVIEWED FOR Ct�MplJANCE /I�pRA'YF�'1 FEB 03 2011 (�tyofTukwila BUILDING DIVISION' CI77SSMILA JAN 19 2011 PERMIT CENTER E rn 0 E is rs deggn grow 3100 East Randal Mill- RRoet#— Arlington, Texas 76011 817.633.4200 p e 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11 /11 /10 Revisions A Date Description By a \ 1 a I� a j �- , n (2) ANGLES 2 /2" X 2 1/2° X 4 LONG, 11 GAUGE WITH TWO HOLES \ FOR ATTACHMENT F.R. WOOD BLOCKING _ A Side View C -1 SLOT IN FRAME AT TOP. 1 " METAL TUBING GRAPHIC FRAME PANEL BY TENANT pc-3 1 IWC 1 I ON GYP. BD. BEHIND FRAME SYSTEM U CHANNEL GRAPHIC HOLDER. 1P-1 1- Graphic Frame Section Scale: 3' = 1' -0' @ WALL COVERING bto CODE REVIEWED FOR Ct�MplJANCE /I�pRA'YF�'1 FEB 03 2011 (�tyofTukwila BUILDING DIVISION' CI77SSMILA JAN 19 2011 PERMIT CENTER E rn 0 E is rs deggn grow 3100 East Randal Mill- RRoet#— Arlington, Texas 76011 817.633.4200 p e 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11 /11 /10 Revisions A Date Description By A A n A A 1 3 cci c V s D 0 mb MICHAEL R. BLACK, ALA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 AE R, BLACK E OF WASHINGTON Drawn By (PDMS 100371) BBB Appvid By RER Sheet Title Construction Details Sheet Number A8 13 of 16 ASSEMBLY BY TGC UNPACK AND PLACE PLASTIC BINS ON THE SHELVES Bin Shelving Unit Not to Scale 2' -11 3/4" °I=O 000 C53 00000° 0000000i=OOO °00000000000° O O O O = = = = = = = loo 010100 00 = 00000000000 °00 00 = 00 000° =0000000 MOUNT NEAR ALTERATIONS AREA Bin Plate Scale: 3/4' = LINE OF CEILING 6' SURFACE MOUNTED STANDARDS ® 24" O.C. 16" MDF SHELVING W /BULLNOSE FRONTS PL -3 COUNTERTOP i� 0 0 0 I 0 I 0 1 x 4 CLEAT CONTINUOUS ALONG COUNTERTOP, PROVIDE BLOCKING IN WALL FOR ATTACHMENT SUPPORT BRACEIP -4 QUICK DROP DOOR REACH –IN PREVENTION DOOR SAFE DOOR ANCHOR BOLTS 6' SURFACE MOUNTED STANDARDS 0 24" O.C. 0 DUPLEX 48" A.F.F. \-2 REQUIRED 0 ` ./ RACES BY MANUF. Isometric 1 x 4 WOOD BLOCKING BRACING ANGLES BY MANUF. UPRIGHTS BY MANUF. 1 x 4 WOOD BLOCKING 1 x 4 WOOD BLOCKING Plan WALL SURFACE 1 x 4 WOOD BLOCKING -BRACES BY MANUF. UPRIGHTS BY MANUF. Hanger Storage Rack Not to Scale BRACING ANGLES BY MANUF. INSTALLATION: 1. USING A 3/8" BIT, DRILL HOLE GREATER THAN 4" IN DEPTH. CLEAN HOLE. 2. ASSEMBLE ANCHOR SO THAT THE TOP OF THE NUT IS FLUSH WITH THE TOP OF THE ANCHOR. DRIVE ANCHOR THROUGH PROVIDED SAFE ATTACHMENT HOLES SO THAT NUT AND WASHER ARE FLUSH WITH THE FLOOR OF THE SAFE. 3. EXPAND ANCHOR BY TIGHTENING NUT 3 TO 5 TURNS. a 1 • • 3/8" DRILL BIT INTERIOR FLOOR OF SAFE EXISTING CONCRETE 3/8" FASTENAL/ REDHEAD TRUBOLT WEDGE ANCHOR BY TGC 3 i Safe Attachment Detail Scale: 1 1/21 = 1'-0' 4 x 8 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING.[ P -4 SAFE IS TO BE INSTALLED PRIOR TO THE INSTALLATION OF VINYL COMPOSITE TILE 1 O' –O" i 6" 0 u I l (3) 30" GIFT WRAP PAPER DISPENSERS N J a 0 2) 24" GIFT WRAP PAPER DISPENSERS Elevation I B -3 1 Gift Wrap Counter Scab: 1/2' = 11-0' P -4 EXPOSED SURFACES 8' SURFACE MOUNTED STANDARDS ® 24" O.C. II – 3/4" MEDIUM DENSITY FIBERBOARD FOR ALL CONSTRUCTION ) - I r. 112 „J A P -4 EXPOSED SURFACES - > 0 j. 1' -3' 1' -3" 2' -6' o Plan Storage Box Scale: s•af -0° P -4 ALL EXPOSED SURFACES Section 4' SURFACE MOUNTED STANDARDS 0 24" O.C. 4'x 5' -6 "x 1/2" AC PLYWOOD 4' SURFACE MOUNTED STANDARDS 24" O.C. 16" MDF SHELVING W /BULLNOSE FRONTS PL -3 COUNTERTOP 1 x 4 CLEAT CONTINUOUS ALONG COUNTERTOP, PROVIDE BLOCKING IN WALL FOR ATTACHMENT SUPPORT BRACE' P -4 I FILE CABINET BY TENANT NOTE: THESE ELEVATIONS ARE FOR REFERENCE ONLY. CONTACT THE BUCKLE REPRESENTATIVE FOR FIELD CONDITION ADJUSTMENTS. REFER TO SHEET A2 FOR EXACT DESIGN UNE OF CEILING OR CATWALK STRUCTURE 6' SURFACE MOUNTED STANDARDS 0 24" O.C. NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS 6' SURFACE MOUNTED STANDARDS 0 24" O.C. 16" MDF SHELVING W /BULLNOSE FRONTS PL -3 COUNTERTO NE- 0 Ns- 0 1 x 4 CLEAT CONTINUOUS ALONG COUNTERTOP, PROVIDE BLOCKING IN WALL FOR ATTACHMENT ' SUPPORT BRACE P -4 1 I B-3 SAFE PROVIDED BY TENANT, INSTALLED BY TGC. REFERENCE 5/A9 DUAL CAT 5 DATA CABLE IN J –BOX CAT 3 TELEPHONE 4 –PLEX 48" A.F.F. Constructed by T.G.C. Dt P 4 ON BOX BOTTOM 4 x 8 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. P -4 NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS Manager's Office Elevations Scale: 1/2' = 1'-0' 6 x 6 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. P -4 0 1B-3 1 T Elevation Work Counter Scale: 1 /2' = 11-0' DUPLEX 48" A.F.F. 2 REQUIRED 1 J BOXES FOR SPEAKER WIRES DUPLEX FOR SOUND SYSTEM STOCKROOM PC CART BOX FOR PHONE JACK — — J 4 –PLEX 15" A.F.F. FOR COMPUTER B -3 FILE CABINET BY TENANT IB -3 I r J –BOX FOR SENSORMATIC r ® 48" A.F.F. r DUPLEX 0 15" A.F.F. 16" MDF SHELVING W /BULLNOSE FRONTS ON TOP OF HANG ROD STANDARD 1 1/2'10 HANG ROD 16" MDF SHELVING W /BULLNOSE FRONTS ON TOP OF HANG ROD STANDARD 1 1/2"0 HANG ROD x 8 x 1 /2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. P -4 d E H 4 0. I Description CUSTOMER COMMENTS 112 „J A IipoppI NI - > 0 © I < > Si' - o BULLETIN BOARD I • - -I A m • S ______ p :: BIN PLATE. REF: 3/A9 I \ ^ ‘ ''K ° scsi I - L 2' -$• — 1--1 la — 0 7 MINI– REFRIG. /t' NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS Manager's Office Elevations Scale: 1/2' = 1'-0' 6 x 6 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. P -4 0 1B-3 1 T Elevation Work Counter Scale: 1 /2' = 11-0' DUPLEX 48" A.F.F. 2 REQUIRED 1 J BOXES FOR SPEAKER WIRES DUPLEX FOR SOUND SYSTEM STOCKROOM PC CART BOX FOR PHONE JACK — — J 4 –PLEX 15" A.F.F. FOR COMPUTER B -3 FILE CABINET BY TENANT IB -3 I r J –BOX FOR SENSORMATIC r ® 48" A.F.F. r DUPLEX 0 15" A.F.F. 16" MDF SHELVING W /BULLNOSE FRONTS ON TOP OF HANG ROD STANDARD 1 1/2'10 HANG ROD 16" MDF SHELVING W /BULLNOSE FRONTS ON TOP OF HANG ROD STANDARD 1 1/2"0 HANG ROD x 8 x 1 /2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. P -4 d E H 4 0. a t0 8' SURFACE MOUNTED STANDARDS 0 24" O.C. UNE OF FLOOR 16" MDF SHELVING W /BULLNOSE FRONTS Wall Elevation Scale: 1/2' = 1'-0' General Reference at All Hang Rod Standards 4 x 8 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. P -4 1° L NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS r I I 1= 4 8' SURFACE MOUNTED STANDARDS 0 24" O.C. UNE OF FLOOR Wall Elevation 4' SURFACE MOUNTED STANDARDS 0 24" O.C. 2' -0" NOTE: THESE ELEVATIONS ARE TYPICAL, REFERENCE FLOOR PLAN FOR EXACT CONFIGURATION. B -3 General Reference at All Wall Standards 8' SURFACE MOUNTED STANDARDS 0 24" O.C. IP-4 I p -3 HOLLOW METAL DOOR AND FRAME SAFE PROVIDED BY TENANT, INSTALLED BY TGC. REFERENCE 5/A9 --REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2011 (1LyatTidalila cmSMA BUILDINGDMSI(MI JAN 1 9 2011 PERMIT CENTER NOTE: OPTION 1: TGC TO PROVIDE 1 6"D x _L MDF SHELVES WITH BULLNOSE FRONT EDGE. ALL SURFACES SHALL BE PAINTED P -4 SEMI -GLOSS FINISH. OPTION 2: TGC TO PROVIDE 16 "D x _L SHELVING WITH WHITE MELAMINE FINISH ON THREE SIDES NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS 6' SURFACE MOUNTED STANDARDS 0 24" O.C. 16" MDF SHELVING W /BULLNOSE FRONTS PL -3 COUNTERTOP SUPPORT BRACE P -4 6" J –BOX WITH COVER PLATE FOR COMPUTER DATA UNES 6 x 6 x 1 /2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND FRIOR TO PAINTING. P -4 I Description CUSTOMER COMMENTS By BBB A IipoppI NI - > a i N © I < > Si' - BULLETIN BOARD A - -I A - S ______ -_ n BIN PLATE. REF: 3/A9 I \ ^ ‘ ''K ° r-- -- — —I I DUPLEX O t t 48" A.F.F. _ /� N \ > s- la SUPPORT BRACE 2 REQUIRED –�� MINI– REFRIG. ©k ` > -9 P-4 \ ° It' 12" 2' -0" (TYP.) I J 1 L: =L r . -1 J t 1 - t 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l0 1 1 1 1 1 I I 1 1 1 a t0 8' SURFACE MOUNTED STANDARDS 0 24" O.C. UNE OF FLOOR 16" MDF SHELVING W /BULLNOSE FRONTS Wall Elevation Scale: 1/2' = 1'-0' General Reference at All Hang Rod Standards 4 x 8 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. P -4 1° L NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS r I I 1= 4 8' SURFACE MOUNTED STANDARDS 0 24" O.C. UNE OF FLOOR Wall Elevation 4' SURFACE MOUNTED STANDARDS 0 24" O.C. 2' -0" NOTE: THESE ELEVATIONS ARE TYPICAL, REFERENCE FLOOR PLAN FOR EXACT CONFIGURATION. B -3 General Reference at All Wall Standards 8' SURFACE MOUNTED STANDARDS 0 24" O.C. IP-4 I p -3 HOLLOW METAL DOOR AND FRAME SAFE PROVIDED BY TENANT, INSTALLED BY TGC. REFERENCE 5/A9 --REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2011 (1LyatTidalila cmSMA BUILDINGDMSI(MI JAN 1 9 2011 PERMIT CENTER NOTE: OPTION 1: TGC TO PROVIDE 1 6"D x _L MDF SHELVES WITH BULLNOSE FRONT EDGE. ALL SURFACES SHALL BE PAINTED P -4 SEMI -GLOSS FINISH. OPTION 2: TGC TO PROVIDE 16 "D x _L SHELVING WITH WHITE MELAMINE FINISH ON THREE SIDES NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS 6' SURFACE MOUNTED STANDARDS 0 24" O.C. 16" MDF SHELVING W /BULLNOSE FRONTS PL -3 COUNTERTOP SUPPORT BRACE P -4 6" J –BOX WITH COVER PLATE FOR COMPUTER DATA UNES 6 x 6 x 1 /2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND FRIOR TO PAINTING. P -4 – DUPLEX 0 48" A.F.F. 2 REQUIRED u L SEWING MACHINE FURNISHED BY TEN.' I I I I 11 0 I 0 0 I N Alterations Elevation Scab: 1/2' = 11-0' DUPLEX 0 15" A.F.F. FOR SEWING MACHINE N CV co I N 6' SURFACE MOUNTED STANDARDS 0 24" O.C. NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS 16" MDF SHELVING W /BULLNOSE FRONTS 6 x 8 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. MICROWAVE BOARD Description CUSTOMER COMMENTS By BBB A IipoppI NI - > a i N © BULLETIN BOARD < > Si' - BULLETIN BOARD A r A 11 �I S _ o n BIN PLATE. REF: 3/A9 \ ^ ‘ ''K ° r-- -- — —I – DUPLEX 0 48" A.F.F. 2 REQUIRED u L SEWING MACHINE FURNISHED BY TEN.' I I I I 11 0 I 0 0 I N Alterations Elevation Scab: 1/2' = 11-0' DUPLEX 0 15" A.F.F. FOR SEWING MACHINE N CV co I N 6' SURFACE MOUNTED STANDARDS 0 24" O.C. NOTE: DO NOT SCREW STOCKROOM SHELVING TO BRACKETS 16" MDF SHELVING W /BULLNOSE FRONTS 6 x 8 x 1/2" AC PLYWOOD PAINT PER STOCKROOM FINISH SCHEDULE IN SEMI –GLOSS ENAMEL SKIM COAT WITH JOINT COMPOUND AND SAND PRIOR TO PAINTING. MICROWAVE iB -3 Teammate Break Area Scale: 1 /2' =1'-0' LOCKERS r DUPLEX 0 15" A.F.F. (2 REQUIRED) P -4 3100 East Randal Mill Road Arlington, Texas 76011 817.633.4200 p e 817_633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group 1b ED N co C M le c c V o 0y'c c to e� 00 N C e� lr 6h r-aa ES V� mem 4� g O ,. r Ilr X OD M M ��cr`V r. 0 a V E o O VON M Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11 /11/10 Revisions /2 \12/15/10 BOARD Description CUSTOMER COMMENTS By BBB A IipoppI NI - > a i N © BULLETIN BOARD < > Si' - BULLETIN BOARD A r A 11 �I S _ \ DUPLEX O t t 48" A.F.F. _ /� N \ > s- PL -3 COUNTERTOP SUPPORT BRACE 2 REQUIRED –�� MINI– REFRIG. ©k ` > -9 P-4 \ It' iB -3 Teammate Break Area Scale: 1 /2' =1'-0' LOCKERS r DUPLEX 0 15" A.F.F. (2 REQUIRED) P -4 3100 East Randal Mill Road Arlington, Texas 76011 817.633.4200 p e 817_633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group 1b ED N co C M le c c V o 0y'c c to e� 00 N C e� lr 6h r-aa ES V� mem 4� g O ,. r Ilr X OD M M ��cr`V r. 0 a V E o O VON M Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11 /11/10 Revisions /2 \12/15/10 Dale Description CUSTOMER COMMENTS By BBB A A A A A (9 3 ca c u s D O rrrb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARLINGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 REGIS e ERG CHITC Drown By (PDMS 100371) BBB Appv'd By RER Sheet Tdle Stockroom Elevations and Misc. Details Sheet Number A9 14 of 16 0 N B -3 Stockroom Elevation Scale: 1/4' = 1'-0' '_n • /•" B -3 DRINKING FOUNTAIN. REF: 12/A1 a - -, - T (----1P —4 1 ) ) i 1 i >I 1 1 -- - - - - -- - -- - - -- -- - - - - ____ 2' -0" , 2' -0" 2' -0" ij 2' -0" � 2' -0" 2' -0" 2' -0" , 2' -0" I a 1 9' 1 1 • I. 1 1 1 1 I I_ 1 I I 1 I I `°� 1 1 < P -4 1 F -, a F >3 TE 1/4 00 B -3 1 ' ` IB -3 1 Stockroom Elevation Scale: 1 /4' = 1'-0' "1 " POST COL. B.PL. 2 -1/4 "0 ANCHOR BOLTS 2" EMB. (SEE NOTE NO. 3) 1 HANG ROD HANG ROD `--1 B -3 TOILET ROOM SIGNAGE. REF: 2/A1 a U "L" POST COL. B.PL. 1-1/4"0 ANCHOR BOLT 2" EMB. (SEE NOTE NO. 3) Mobile Shelving Details Not to Scale Base Plate Detail (Stationary) SHELVING UNIT SHELVING UNIT SHELVING UNIT Pipp Mobile System Not to Scab 1 1/2" 03 EXIT / B -3 B -3 9' -7 1/2" 10' -2 1/2" = == IQ 2' -0 P -4 BEYOND 2' -0" 2' -0" - - -- -III -- 2' -0" Q. BIN PLATE. REF: 3/A9 HANGER ORAGE B REF: 7/A1 Stockroom Elevation Scale: 1/4' = 1'-0' T -POST L -POST 14 GA. 14 GA. ® Mobile Shelving Details Not to Scale Post N N 0 11 11 B 3 IN SHELVIN UNIT REF: 2/A9 11 5' -0" 5' -2 1/2" ALTERATIONS AREA REF: 14/A9 1/4"0 RIVET ASTM A345 -79 1 3/32" 9 I P 4 DOUBLE RIVET Mobile Shelving Details Not to Scale Beam and Connection SHELVING POST CONNECTED TO CARRIAGE WITH (2) -1/4 "0 TEK SCREWS PER POST Mobile Shelving Details Not to Scale Carriage and Track Assembly NOTE: USE POWER OR AIR ACTIVATED FASTENERS (3/4" SHOT PINS), PROVIDED PENETRATION INTO CONCRETE DOES NOT EXCEED 3/4 ". ANY PENETRATION GREATER THAN THIS VALUE WILL REQUIRED INVESTIGATION BY SCANNING , OR OTHER MEANS, NECESSARY TO LOCATE TENDONS AND REBAR TO INSURE NO DAMAGE IS DONE TO THIS REINFORCING. B -3 1 1/8" )1/ 4' -5 1/8" ) 5' -0" 5' —O" 3' -4" 5' -0" ' -4" ' ;d- in . < 1 P -4 1) i I P -4 BEYOND) ELEC. PANELS REF: ES1 I P -4 1 a to i1 o \ ■ ) l- 11 1 11 1 P 4 P 4 I--) \ \ \ \ / / / 7 —� / / / / / \ \ \ \�� \ \ \ \ / / / , 1 11 1 _ 11 1 L_J CG `- FRP —J co In a ' O 4- 2' -0" � 2' -0 B -3 Stockroom Elevation Scale: 1/4' = 1'-0' '_n • /•" B -3 DRINKING FOUNTAIN. REF: 12/A1 a - -, - T (----1P —4 1 ) ) i 1 i >I 1 1 -- - - - - -- - -- - - -- -- - - - - ____ 2' -0" , 2' -0" 2' -0" ij 2' -0" � 2' -0" 2' -0" 2' -0" , 2' -0" I a 1 9' 1 1 • I. 1 1 1 1 I I_ 1 I I 1 I I `°� 1 1 < P -4 1 F -, a F >3 TE 1/4 00 B -3 1 ' ` IB -3 1 Stockroom Elevation Scale: 1 /4' = 1'-0' "1 " POST COL. B.PL. 2 -1/4 "0 ANCHOR BOLTS 2" EMB. (SEE NOTE NO. 3) 1 HANG ROD HANG ROD `--1 B -3 TOILET ROOM SIGNAGE. REF: 2/A1 a U "L" POST COL. B.PL. 1-1/4"0 ANCHOR BOLT 2" EMB. (SEE NOTE NO. 3) Mobile Shelving Details Not to Scale Base Plate Detail (Stationary) SHELVING UNIT SHELVING UNIT SHELVING UNIT Pipp Mobile System Not to Scab 1 1/2" 03 EXIT / B -3 B -3 9' -7 1/2" 10' -2 1/2" = == IQ 2' -0 P -4 BEYOND 2' -0" 2' -0" - - -- -III -- 2' -0" Q. BIN PLATE. REF: 3/A9 HANGER ORAGE B REF: 7/A1 Stockroom Elevation Scale: 1/4' = 1'-0' T -POST L -POST 14 GA. 14 GA. ® Mobile Shelving Details Not to Scale Post N N 0 11 11 B 3 IN SHELVIN UNIT REF: 2/A9 11 5' -0" 5' -2 1/2" ALTERATIONS AREA REF: 14/A9 1/4"0 RIVET ASTM A345 -79 1 3/32" 9 I P 4 DOUBLE RIVET Mobile Shelving Details Not to Scale Beam and Connection SHELVING POST CONNECTED TO CARRIAGE WITH (2) -1/4 "0 TEK SCREWS PER POST Mobile Shelving Details Not to Scale Carriage and Track Assembly NOTE: USE POWER OR AIR ACTIVATED FASTENERS (3/4" SHOT PINS), PROVIDED PENETRATION INTO CONCRETE DOES NOT EXCEED 3/4 ". ANY PENETRATION GREATER THAN THIS VALUE WILL REQUIRED INVESTIGATION BY SCANNING , OR OTHER MEANS, NECESSARY TO LOCATE TENDONS AND REBAR TO INSURE NO DAMAGE IS DONE TO THIS REINFORCING. B -3 1 1/8" )1/ 4' -5 1/8" ) 5' -0" 5' —O" 3' -4" 5' -0" ' -4" 1 ) I P -4 1 <-1P-4 I ) ) l- IFQi 2 2' -0" 2' -0" 5Qi 1 co In EQ. 2 �r 2 2' -0" � 2' -0 � 2 >3 TE 1/4 00 B -3 1 ' ` IB -3 1 Stockroom Elevation Scale: 1 /4' = 1'-0' "1 " POST COL. B.PL. 2 -1/4 "0 ANCHOR BOLTS 2" EMB. (SEE NOTE NO. 3) 1 HANG ROD HANG ROD `--1 B -3 TOILET ROOM SIGNAGE. REF: 2/A1 a U "L" POST COL. B.PL. 1-1/4"0 ANCHOR BOLT 2" EMB. (SEE NOTE NO. 3) Mobile Shelving Details Not to Scale Base Plate Detail (Stationary) SHELVING UNIT SHELVING UNIT SHELVING UNIT Pipp Mobile System Not to Scab 1 1/2" 03 EXIT / B -3 B -3 9' -7 1/2" 10' -2 1/2" = == IQ 2' -0 P -4 BEYOND 2' -0" 2' -0" - - -- -III -- 2' -0" Q. BIN PLATE. REF: 3/A9 HANGER ORAGE B REF: 7/A1 Stockroom Elevation Scale: 1/4' = 1'-0' T -POST L -POST 14 GA. 14 GA. ® Mobile Shelving Details Not to Scale Post N N 0 11 11 B 3 IN SHELVIN UNIT REF: 2/A9 11 5' -0" 5' -2 1/2" ALTERATIONS AREA REF: 14/A9 1/4"0 RIVET ASTM A345 -79 1 3/32" 9 I P 4 DOUBLE RIVET Mobile Shelving Details Not to Scale Beam and Connection SHELVING POST CONNECTED TO CARRIAGE WITH (2) -1/4 "0 TEK SCREWS PER POST Mobile Shelving Details Not to Scale Carriage and Track Assembly NOTE: USE POWER OR AIR ACTIVATED FASTENERS (3/4" SHOT PINS), PROVIDED PENETRATION INTO CONCRETE DOES NOT EXCEED 3/4 ". ANY PENETRATION GREATER THAN THIS VALUE WILL REQUIRED INVESTIGATION BY SCANNING , OR OTHER MEANS, NECESSARY TO LOCATE TENDONS AND REBAR TO INSURE NO DAMAGE IS DONE TO THIS REINFORCING. B -3 1 1/8" )1/ 4' -5 1/8" ) 5' -0" 5' —O" 3' -4" 5' -0" ' -4" o f30'm 1 TEAMMATE ti B -3 I GIFT BREAK AREA t , WRAP COUNTER REF: 15/A9 REF: 12/A9 Stockroom Elevation Scale: 1/4' = jr, 2 1 /8 X DOUBLE RIVET LOW PROFILE Mobile Shelving Details 11 GA. Not to Scale Beam and Connection Mobile Shelving Details 12 �m�. at Track ATTACH WITH (2) 1 /4 -20 X 3/4" BOLTS HILT! KWIK BOLT II Anti -Tip Track Attachment Detail Not to Scale 2" 1, MIN. EMBEDMENT — EiEjj.# I ANCHOR REQUIRED EVERY 24" ON ANTI —TIP TRACK 2" NEAREST OBSTRUCTION NEAREST OBSTRUCTION 3'- 4' BASES ANTI —TIP TRACK �ln # 12 TEK SCREW EACH SIDE OF POST OR TO THE POST AT 10' -0" t HEIGHT & 48" WORK COUNTER B -3 1 REF: 13/A9 HANGER ORAGE RAC IB -3 1 E P 4 BEYOND 7' -11 3/4" a0 Mobile Shelving Details Norio Scale EXISTING STUD WALL ALL STUD SPACER AS REQUIRED SHELVING BEAM Double Rivet Beam and Hangbar # 12 TEK SCREW EACH SIDE OF POST OR TO THE POST AT 10' -0" ± HEIGHT TEK SCREW SHELVING BEAM OR SHELVING POST TO THE WALL Mobile Shelving Details Not to Scale 15' Deep Shelving Wall Connedion TRACK 6'- T- S'BASES TRACK ANTI —TIP TRACK 36" & 48" 36" & 48" TRACK Anti -Tip Track Configuration Not mScale _P -4 ( ) a �Q� 2' -0" , 2' -0" �Q� N I 0 I N ' R `r I —, 0 N IB -3 1 GIFT WRAP COUNTER SECTION A -A EQ. 2' -0" 2' -0" 2' -0" 110,, 3 <-1P-4 I-3 B -3 Stockroom Elevation Scale: 1/4' =1'-0' NOTE: TGC TO ASSEMBLE CARRIAGE PRIOR TO CUTTING PARTICLE BOARD SHELVING TO ATTAIN EXACT DIMENSIONS UPRIGHT CARRIAGE WHEEL BY MANUFACTURER FLOOR TRACK — ATTACH TO SLAB WITH MANUF. PROVIDED EXPANSION BOLTS Pipp Mobile System Floor Track Detail Not to Scale t:to 3i s SEPARATE APpR IT4y D REQUIRED cmrdMILn JAN 19 2011 PERMIT CENTER drs deep grou - —3100 East- Randol Min- Road - Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group O ED 14 R cq ‘,,e 1"*. P*. C O a 2 •o )Ncrei110 -•,„ (9) z 1 Er. 0) c# 1 � � -8" a 6'; Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions Date Description By CUSTOMER 11/17/10 COMMENTS BBB CUSTOMER A\12/15/10 12/15/10 COMMENTS BBB A A A A 3 c V s 0 mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARIJNGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 REGISTERED RRCHITECL HAEL R. BLACK E OF WASHINGTON Drawn By (PDMS 100371) BBB Appvid By RER Sheet mile Stockroom Elevations & Mobile Shelving Details Sheet Number Aga 15 of 16 1 ) I P -4 1 <-1P-4 I ) ) l- IFQi 2 2' -0" 2' -0" 5Qi 1 co In EQ. 2 �r 2 2' -0" � 2' -0 � 2 2' -0" 2 2' -0" l li . e —_ -- - 1 I 1 e - - -_ + 0 i____i____I U I � ]., ULLETp� OARD ] 0® c i ®` i o o I I I� o ® Imil A A ' Iii__ I I I N of . 0 ...... = = I 2 N . _ o — K — I _ M f30'm 1 TEAMMATE ti B -3 I GIFT BREAK AREA t , WRAP COUNTER REF: 15/A9 REF: 12/A9 Stockroom Elevation Scale: 1/4' = jr, 2 1 /8 X DOUBLE RIVET LOW PROFILE Mobile Shelving Details 11 GA. Not to Scale Beam and Connection Mobile Shelving Details 12 �m�. at Track ATTACH WITH (2) 1 /4 -20 X 3/4" BOLTS HILT! KWIK BOLT II Anti -Tip Track Attachment Detail Not to Scale 2" 1, MIN. EMBEDMENT — EiEjj.# I ANCHOR REQUIRED EVERY 24" ON ANTI —TIP TRACK 2" NEAREST OBSTRUCTION NEAREST OBSTRUCTION 3'- 4' BASES ANTI —TIP TRACK �ln # 12 TEK SCREW EACH SIDE OF POST OR TO THE POST AT 10' -0" t HEIGHT & 48" WORK COUNTER B -3 1 REF: 13/A9 HANGER ORAGE RAC IB -3 1 E P 4 BEYOND 7' -11 3/4" a0 Mobile Shelving Details Norio Scale EXISTING STUD WALL ALL STUD SPACER AS REQUIRED SHELVING BEAM Double Rivet Beam and Hangbar # 12 TEK SCREW EACH SIDE OF POST OR TO THE POST AT 10' -0" ± HEIGHT TEK SCREW SHELVING BEAM OR SHELVING POST TO THE WALL Mobile Shelving Details Not to Scale 15' Deep Shelving Wall Connedion TRACK 6'- T- S'BASES TRACK ANTI —TIP TRACK 36" & 48" 36" & 48" TRACK Anti -Tip Track Configuration Not mScale _P -4 ( ) a �Q� 2' -0" , 2' -0" �Q� N I 0 I N ' R `r I —, 0 N IB -3 1 GIFT WRAP COUNTER SECTION A -A EQ. 2' -0" 2' -0" 2' -0" 110,, 3 <-1P-4 I-3 B -3 Stockroom Elevation Scale: 1/4' =1'-0' NOTE: TGC TO ASSEMBLE CARRIAGE PRIOR TO CUTTING PARTICLE BOARD SHELVING TO ATTAIN EXACT DIMENSIONS UPRIGHT CARRIAGE WHEEL BY MANUFACTURER FLOOR TRACK — ATTACH TO SLAB WITH MANUF. PROVIDED EXPANSION BOLTS Pipp Mobile System Floor Track Detail Not to Scale t:to 3i s SEPARATE APpR IT4y D REQUIRED cmrdMILn JAN 19 2011 PERMIT CENTER drs deep grou - —3100 East- Randol Min- Road - Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group O ED 14 R cq ‘,,e 1"*. P*. C O a 2 •o )Ncrei110 -•,„ (9) z 1 Er. 0) c# 1 � � -8" a 6'; Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions Date Description By CUSTOMER 11/17/10 COMMENTS BBB CUSTOMER A\12/15/10 12/15/10 COMMENTS BBB A A A A 3 c V s 0 mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARIJNGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 REGISTERED RRCHITECL HAEL R. BLACK E OF WASHINGTON Drawn By (PDMS 100371) BBB Appvid By RER Sheet mile Stockroom Elevations & Mobile Shelving Details Sheet Number Aga 15 of 16 3 c V s 0 mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARIJNGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 REGISTERED RRCHITECL HAEL R. BLACK E OF WASHINGTON Drawn By (PDMS 100371) BBB Appvid By RER Sheet mile Stockroom Elevations & Mobile Shelving Details Sheet Number Aga 15 of 16 BR -1 RECESSED STANDARDS 3/8" PLEXI SHELVES BY T.G.C. WS -1 AC -1 (PC -2 N N 1' -11" Ea. 10' -0" EQ. )BackElevation bar Saab: 3/4' = 1'-0' M 1' -10 1/8" 3" i 3" 3" 3" 3" t 4 t 4 M♦ FORM SLOTS TAPE DISPENSER i 6" i , 1CN1 ,^^ Y/ I 1' -10 1/4" N N' SENSORMATIC PIN AND TAG CATCH BASKET WC -1 WC 1 = ") 1 DRAWER - LOCKABLE CABINET FOR ELECTRICAL AND COMPUTER NETWORK EQUIPMENT URVED TUBING m- -N,.. -O ■ IN \ O 0 I 'n COUNTERTOP 2 `` WOOD TRIM WV -1 AT ARCH WOOD TRIM WV -1 AT ARCH I N TYPICAL BOTH SIDES TYPICAL BOTH SIDES 1 cr 1' -4 1/8" , I 1' -5 1/4" " " 1' -7 1/4" ■ ■ ■ I■I —� 1 a _ 1_r — ■ ■ - 1....-.... .1_... I ._1 1111 _ , "wimp. ■■ ' - -- - J I I l 4 OUTLET COUNTERTOP • PLEX UNDER .I. ,,: , ■ 11111 ■I�� 2" _ ° 1 '- I I I I I I I 1 11 1 = n MI ■ _ _° '- ♦ I 2 5 i Li i��■■ ■��'■ _ 0D ® A■ ® 1 a °° NI = ° ^ r I I a r ®�• — 1 i ) ♦ I =ccl I ( i �� Sr — ■ ■p rA\ Y! BR -1 1 I I I I 1 I I I 1 1 1 1 I 1 ■ ■ ■I�PA■��1 IR:- !�1�•.l:�I�rf = . ! IJI! I =11= , .l � ��■ T ■ 3/4 °. f 21 �4OU 10 6 10 10 10 10 10 0 110 10 10 .7,' LIGHTS IN COLUMN v U U2 DISPLAY BY TENANT. / \ 2' -0" 2' -0" iwca 3' -4" , 2' -0" 10 1' -9" , 2' -0" ," 2' -0" 1' -4" , , 1®® R � 1 -- \ .- 1I- \` L�-- — >--, c II I, ■ ■ VA 1r X CC s kl DRAWER �' WER � 14 10 L14 19j R ®" i II L: __ ACC TOP ®34 A I 10 I CC •ANEL � 1 - 1 !mb0 -• . COUNTERTOP xi• �. . l_di. A I \ ■ ADJUSTABLE \ , SHELVES / ,air OUT FOLDING LISTABLE NET sir : i I, IWV -1 ADJUSTABLE SHELVES /COMPUTER NETWORK CABINET , SELVES / / CAB 3' -O" � 2 "x4" SLOT 6' -10" ETA i 2 "x4" SLOT 4' -2" \ � 2 SLOT 4' -4" 1 lElilCABINET lir 15' -4" r DRAWER , 8 1 -10 1/2" 1/ I HANGER BAR SYSTEM 9 6 B -3 BY TGC Q 10 1' -10 1/2" 8 10 2' -0" 9 A7a 10 1' -10 3/8" 10 2' -4" 10 2' -0" 2 12' -4" w )BackElevation bar Saab: 3/4' = 1'-0' M 1' -10 1/8" 3" i 3" 3" 3" 3" t 4 t 4 M♦ FORM SLOTS TAPE DISPENSER i 6" i Drawer Layout Scale: 1' = 1' -0' Draw String Bag 9 3/4" i3 "r3 "r3 "i 1 0 1' -0 3/4" 1 3" 3" s 1 M 0 VERIFY PER DETAIL 10" 10" ,'/ , 1CN1 ,^^ Y/ I 1' -10 1/4" N N' SENSORMATIC PIN AND TAG CATCH BASKET SENSORMATIC PIN AND TAG CATCH BASKET Drawer Layout Scale: 1' = 1' -0' Draw String Bag 9 3/4" i3 "r3 "r3 "i 1 0 1' -0 3/4" 1 3" 3" s 1 M 0 VERIFY PER DETAIL 10" 10" ,'/ , _ N N. tO I r 1' -10 1/4" N N' SENSORMATIC PIN AND TAG CATCH BASKET SENSORMATIC PIN AND TAG CATCH BASKET = ") Drawer Layout Scale: 1 1/2' = 1' -0' Drawer Layout Scale: r = r.a M 6 3/4" 2 1 1 0 1- M Drawer Layout Scale: 1' = 1' -0' Drawer Layout CPU Tray Office Supplies Scale: 1' = 1'-0' Primo Cards CHAIN CATCH 3' -6" N 0 I m I 0) FILLER PANEL 4" 1' -11" co 1 \ \ _ N N. tO I r 1' -10 1/4" N N' I ♦ Drawer Layout Scale: r = r.a M 6 3/4" 2 1 1 0 1- M Drawer Layout Scale: 1' = 1' -0' Drawer Layout CPU Tray Office Supplies Scale: 1' = 1'-0' Primo Cards CHAIN CATCH 3' -6" N 0 I m I 0) FILLER PANEL 4" 1' -11" Section thru Center Display Case Scale: 1' = 1' -0' Between Register Wells 3' -6" COUNTERTOP WV -1 GLASS DISPLAY CASE WITH SATIN ALUMINUM FINISH + ++ 1 J ++ 1BR -1 1 ON 5/8" TYP 'X' GYP. BD. BY TGC L _ 1' -4" 1 WS -1 AC -1 PC -2 BR -1 ON 5/8" TYP 'X' GYP. BD. BY TGC 1 3/8" PLEXI GLASS SHELVES WITH POLISHED EDGES BY T.G.C. 1'-4 1/2" ++ r 1 P -1 1BR -1 1 ON 5/8" TYP 'X' GYP. BD. BY TGC ■ ■ ■ ■ ■ 3 5/8" METAL STUDS �BR-1 1 ON 5/8" WATER RESISTANT GYP. BD. BY TGC 8' -2" A.F.F:0-0 GYP.BD. TO BE INSTALLED AFTER ACRYLIC PANEL FOR LATERAL SUPPORT 5/8" TYP 'X' GYP. BD. 1/2" ACRYUC PANEL AC -1 1/8" WHITE MASONITE PANEL PAZWALL SYSTEM SUPPORTING THE ACRYUC PANELS Display Detail PAZWALL SYSTEM SUPPORTING THE ACRYLIC PANELS 1/8" WHITE MASONITE PANEL 1/2" ACRYUC PANEL AC -1 PANEL TO BE INSTALLED AFTER ACRYLIC PANEL FOR LATERAL SUPPORT ON 5/8" BACKER 5/8" TYP 'X' GYP. BD. 3' -8" Display Column Section Scale: 3/4' = 1' -0' 2' 0" 1' -6" i 1' -7 1/8" Section thru Center Display Case 0 N Scale: 1' = 1' -0' Between Register Wells 3' -0" top re) co \ N 1 1' -10" Display Detail Scale: 3' = 1' -0' /2" 10" re) co Ns- M M -, 0 01T ♦ r, J tc;, O 11 r,\ CO M rn _ 11 1/2" 1 Ii L 9 0 ca 1' -4 1/8" 1' -7 1/8" NOTE. INSTALL SHORT DRAWER IN CENTER UNIT ONLY. WIRE PASSAGE FOR X7/8" COMPUTER EQUIPMENT TO RUN BEHIND DRAWER INTO TOE -KICK AREA. Section thru Register Well Scale: 1' = 1' -0' UPS TO BE PLACED IN EACH CORNER SECTION. INSTALL ACCESS PANEL THRU TRASH AREA AND 2" DIA. HOLES FOR WIRE PASSAGE. THIS LOCK TO BE KEYED SEPARATELY LOCKING CABINET FOR ELECTRICAL. / / Paycounter Elevation �7 J Scale: 3/4' = 11-0' ICON PANED` 3, -0" GLASS DISPLAY CASE WITH SATIN ALUMINUM FINISH COUNTERTOP WV -1 0 ML -2 Paycounter Elevation Scale: 3/4' = 1' -0' ,-ICON PANEL _ CO = ih 1 N 1" STEEL TUBING PC -1 BR -1 1 ON 5/8" WATER RESISTANT GYP. BD. BY TGC 3 5/8" METAL STUDS IBR 1 I 3" DIA. HOLE FOR WIRE PASSAGE COUNTERTOP WV -1 III co 1 \ \ Description CUSTOMER COMMENTS By BBB 0 N N' I ♦ = ") 1 DRAWER - LOCKABLE CABINET FOR ELECTRICAL AND COMPUTER NETWORK EQUIPMENT URVED TUBING m- -N,.. -O ■ IN \ O 0 I 'n COUNTERTOP 2 `` 1 I N cr 1' -4 1/8" , I 1' -5 1/4" " " 1' -7 1/4" Section thru Center Display Case Scale: 1' = 1' -0' Between Register Wells 3' -6" COUNTERTOP WV -1 GLASS DISPLAY CASE WITH SATIN ALUMINUM FINISH + ++ 1 J ++ 1BR -1 1 ON 5/8" TYP 'X' GYP. BD. BY TGC L _ 1' -4" 1 WS -1 AC -1 PC -2 BR -1 ON 5/8" TYP 'X' GYP. BD. BY TGC 1 3/8" PLEXI GLASS SHELVES WITH POLISHED EDGES BY T.G.C. 1'-4 1/2" ++ r 1 P -1 1BR -1 1 ON 5/8" TYP 'X' GYP. BD. BY TGC ■ ■ ■ ■ ■ 3 5/8" METAL STUDS �BR-1 1 ON 5/8" WATER RESISTANT GYP. BD. BY TGC 8' -2" A.F.F:0-0 GYP.BD. TO BE INSTALLED AFTER ACRYLIC PANEL FOR LATERAL SUPPORT 5/8" TYP 'X' GYP. BD. 1/2" ACRYUC PANEL AC -1 1/8" WHITE MASONITE PANEL PAZWALL SYSTEM SUPPORTING THE ACRYUC PANELS Display Detail PAZWALL SYSTEM SUPPORTING THE ACRYLIC PANELS 1/8" WHITE MASONITE PANEL 1/2" ACRYUC PANEL AC -1 PANEL TO BE INSTALLED AFTER ACRYLIC PANEL FOR LATERAL SUPPORT ON 5/8" BACKER 5/8" TYP 'X' GYP. BD. 3' -8" Display Column Section Scale: 3/4' = 1' -0' 2' 0" 1' -6" i 1' -7 1/8" Section thru Center Display Case 0 N Scale: 1' = 1' -0' Between Register Wells 3' -0" top re) co \ N 1 1' -10" Display Detail Scale: 3' = 1' -0' /2" 10" re) co Ns- M M -, 0 01T ♦ r, J tc;, O 11 r,\ CO M rn _ 11 1/2" 1 Ii L 9 0 ca 1' -4 1/8" 1' -7 1/8" NOTE. INSTALL SHORT DRAWER IN CENTER UNIT ONLY. WIRE PASSAGE FOR X7/8" COMPUTER EQUIPMENT TO RUN BEHIND DRAWER INTO TOE -KICK AREA. Section thru Register Well Scale: 1' = 1' -0' UPS TO BE PLACED IN EACH CORNER SECTION. INSTALL ACCESS PANEL THRU TRASH AREA AND 2" DIA. HOLES FOR WIRE PASSAGE. THIS LOCK TO BE KEYED SEPARATELY LOCKING CABINET FOR ELECTRICAL. / / Paycounter Elevation �7 J Scale: 3/4' = 11-0' ICON PANED` 3, -0" GLASS DISPLAY CASE WITH SATIN ALUMINUM FINISH COUNTERTOP WV -1 0 ML -2 Paycounter Elevation Scale: 3/4' = 1' -0' ,-ICON PANEL _ CO = ih 1 N 1" STEEL TUBING PC -1 BR -1 1 ON 5/8" WATER RESISTANT GYP. BD. BY TGC 3 5/8" METAL STUDS IBR 1 I 3" DIA. HOLE FOR WIRE PASSAGE COUNTERTOP WV -1 III = I� Description CUSTOMER COMMENTS By BBB ■ N N' I a_ * = ") 1 DRAWER - LOCKABLE CABINET FOR ELECTRICAL AND COMPUTER NETWORK EQUIPMENT co ".) cn T DRAWER ■ IN \ O 0 I 'n COUNTERTOP 2 ■ 1 -VINYL BASE BY TGC Backbar Section Scale: 3/4' = 1'-0' B -3 BY T.G.C. 2' -O" I B -3 3" DIA. HOLE FOR WIRE PASSAGE COUNTERTOP PULL -OUT FOLDING SHELF WV -1 1' -6 "f t0 M HANGER STORAGE BARS AND RACKS M DRAWER 0 II IF _ UNE OF CORRUGATED METAL PANEL N 1" metal tube trim B -3 BY T.G.C. LEAVE -OUT FOR ELECTRICAL CONDUIT. Section thru End Cabinet SCALE: r = r-o" 1) NN VINYL BASE BY TGC Backbar Section B -3 Scale: 3/4' = 1' -0' 3" DIA. HOLE FOR WIRE PASSAGE COUNTERTOP WV -1 COUNTERTOP cur -01{TS FOR SENSORMATIC ro TAGS AND PINS -- r 7 DRAWER �\ \ 0\ tp` -------SENSORMATIC TAG )c PIN CATCH BASKETS SHELF STANDARD IF M I>I M ADJUSTABLE SHELVES N VINYL BASE BY TGC B -3 Backbar Section Scale: 3/4' = 1'-0• 3" DIA. HOLE FOR WIRE PASSAGE COUNTERTOP WV -1 1 . --r Description CUSTOMER COMMENTS By BBB ■ N N' 3,_" 11 • a_ * DRAWER - LOCKABLE CABINET FOR ELECTRICAL AND COMPUTER NETWORK EQUIPMENT in ADJUSTABLE 1 T ■ SHELVES N _1 OUTLET IN COUNTERTOP COUNTERTOP 2 ■ 1 • 1' -4 1/8" , i I B -3 3" DIA. HOLE FOR WIRE PASSAGE COUNTERTOP PULL -OUT FOLDING SHELF WV -1 1' -6 "f t0 M HANGER STORAGE BARS AND RACKS M DRAWER 0 II IF _ UNE OF CORRUGATED METAL PANEL N 1" metal tube trim B -3 BY T.G.C. LEAVE -OUT FOR ELECTRICAL CONDUIT. Section thru End Cabinet SCALE: r = r-o" 1) NN VINYL BASE BY TGC Backbar Section B -3 Scale: 3/4' = 1' -0' 3" DIA. HOLE FOR WIRE PASSAGE COUNTERTOP WV -1 COUNTERTOP cur -01{TS FOR SENSORMATIC ro TAGS AND PINS -- r 7 DRAWER �\ \ 0\ tp` -------SENSORMATIC TAG )c PIN CATCH BASKETS SHELF STANDARD IF M I>I M ADJUSTABLE SHELVES N VINYL BASE BY TGC B -3 Backbar Section Scale: 3/4' = 1'-0• 3" DIA. HOLE FOR WIRE PASSAGE COUNTERTOP WV -1 y3 1 /4" VINYL BASE BY TGC Backbar Section Scale: 3/4' =1'-0' BR -1 1/2" WATER RESISTANT GYP. BD. 1/8" F.R. SHIMS AS NEEDED TO ALIGN ACRYUC PANEL WITH PAZ -WALL STANDAR DEMISING WALL METAL STUD FRAMING 3/8" AC -1 WITH 1/4" MASONITE BACKER PANEL (TYP. LINE OF PLEXI- GLASS SHELF 1' -11" Enlarged Detail 4 1/4" 4 5/8 "# f 1/2" WATER RESISTANT GYP. BD. B -3 LINE OF SOFFIT ABOVE • " y —1 1 1 . --r Description CUSTOMER COMMENTS By BBB ■ M SHELF STANDARDS 3,_" 11 • � 1 DRAWER 8" < PROVIDE 1" STUB UP IN THIS SECTION ACCESS PANEL in ADJUSTABLE 1 ■ SHELVES N _1 OUTLET IN COUNTERTOP COUNTERTOP 2 ■ 1 y3 1 /4" VINYL BASE BY TGC Backbar Section Scale: 3/4' =1'-0' BR -1 1/2" WATER RESISTANT GYP. BD. 1/8" F.R. SHIMS AS NEEDED TO ALIGN ACRYUC PANEL WITH PAZ -WALL STANDAR DEMISING WALL METAL STUD FRAMING 3/8" AC -1 WITH 1/4" MASONITE BACKER PANEL (TYP. LINE OF PLEXI- GLASS SHELF 1' -11" Enlarged Detail 4 1/4" 4 5/8 "# f 1/2" WATER RESISTANT GYP. BD. B -3 LINE OF SOFFIT ABOVE • " y —1 1 1 . --r Description CUSTOMER COMMENTS By BBB ■ y 8" , 2" HOLE WITH BLACK GROMMET COMPUTER NETWORK 8" LOCATE ABOVE ELECTRICAL '( ` PROVIDE 1" STUB UP IN THIS SECTION ACCESS PANEL ■ ! 1, -0" _1 OUTLET IN COUNTERTOP COUNTERTOP 2 ■ al — -- in ' - -- - = I I l 4 OUTLET COUNTERTOP • PLEX UNDER .I. ,,: , 4 PLEX OUTLET UNDER COUNTERTOP _ ° 1 '- I I I = n _ _ _° '- ♦ I 2 5 i Li = 1 to - T _ 0D a °° _ \'i = ° ^ I I a ' + ♦ I =ccl I �� Sr — rA\ Y! 6' -2" 8 \ 21 \ 1' -6 3/4" 4 1 /4" ELEPHONE JACK 4' -2" I 2' -0" �i �- 9 L__ 4,1 /4" 1' -6 9 3/4 °. f 21 10 6 10 10 10 10 10 0 110 10 10 .7,' LIGHTS IN COLUMN v U U2 DISPLAY BY TENANT. / \ 2' -0" 2' -0" iwca 3' -4" , 2' -0" 10 1' -9" , 2' -0" ," 2' -0" 1' -4" , , 1 -- \ .- 1I- \` L�-- — >--, c II I, ■ ■ —o ♦ . 1r X CC s I I I ACC TOP ®34 A I 10 I CC •ANEL � 1 , 1 I 10 ACC •ANEL 1 ■� II O II / II II'/ — — U7_ — — - -�\ / / ■ j . COUNTERTOP ,air sir : i I, IWV -1 "x4" 3' -O" � 2 "x4" SLOT 6' -10" 2 "x4" SLOT 4' -2" 2 SLOT 4' -4" 1 15' -4" Paycounter & Backbar Plan b10' �' Scale: 3/4' = 1'-0' REVIEWED FOR CODE COMPLIANCE APPPAVED FEB 0 3 2011 City of Tukwila BUILDING DIVISION cITviSnn JAN 19 2011 PERMIT CENTER 0.H. rn 0 E ■ 3100 East Randal Mill Road Arlington, Texas 76011 817.633.4200 p • 81 7.633.41 53 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review. or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group u 0 �• _C C N N W s 1 isim M M �3CV 01 03 I70 o $"� O O v0N Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions ■ Date 12/15/10 Description CUSTOMER COMMENTS By BBB ■ ■ ■ ■ ■ 1 3 co 1) c 1) u s 0 mb MICHAEL R. BLACK, AIA 3100 E. RANDOL MILL ARIJNGTON, TEXAS 76011 817.701.4819 WASHINGTON REGISTRATION NO.: 9205 Seal 9205 REGISTERED RC ITECT AEL R. BLACK OF WASHINGTON Drawn By (PDMS 100371) BBB Appvid By RER Sheet Title Paycounter Details Sheet Number A10 16 of 16 GENERAL THE GENERAL CONDITIONS OF THE GENERAL SPECIFICATIONS, ALONG WITH ALL APPLICABLE INSTRUCTIONS TO BIDDERS, SHALL FORM A PART OF THIS SECTION OF THE SPECIFICATIONS. REFERENCE IS MADE TO REQUISITES FOR BIDDERS AND CONTRACTORS UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL BE CONSIDERED BINDING, UNLESS OTHERWISE NOTED, UNDER THIS SECTION. SCOPE EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS BEFORE SUBMI111NG HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THESE DETAILS. ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY THE PACE OF THE GENERAL CONSTRUCTION. INSPECTION OF SITE ALL PROPOSALS SHALL ASSUME THAT CONTRACTOR IS FAMILIAR WITH JOBSITE CONDITIONS AND U11U1Y LOCATIONS AND THE LACK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. PETIMRS ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR INVOLVED WHERE APPLICABLE CODE REQt11ldYlB41S ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS OR AS DIRECTED BY THE OWNER, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, OR REGULATIONS OF THE GOVERNING BODIES, WHETHER SO SHOWN OR NOT, AND ALL MODIFICATIONS REQUIRED BY SUCH AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ANY ADDITIONAL COST TO THE OWNER. MATBtlNS AND 1MORKMANSHIP 1. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UNLESS OTHERWISE SPECIFIED SHALL BE NEW, AND FREE FROM ANY DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND QUALITY UNLESS OTHERWISE SPECIFIED. 2. ALE WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORK SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION, AND ON COMPLETION, THE INSTALLATION SHALL BE THOROUGHLY CLEANED AND ALL DEBRIS PRESENT AS A RESULT OF THIS CONTRACT SHALL BE REMOVED FROM THE PREMISES. 3. ALL MATERIALS USED IN A PLENUM RETURN MUST BE PLENUM RATED (CABLES, CONDUIT, WIRE, ETC) CODES AND REGULATIONS EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN OR SPECIFIED. IF A SUBCONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, RULES AND REGULATIONS AND WITHOUT GMNG SUCH NOTICE, THE SUBCONTRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. PROTECTION OF WORK MD PROPERTY 1. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S PROPERTY FROM INJURY OR LOSS ARISING FROM HIS WORK. HE SHALL MAKE GOOD ANY SUCH DAMAGE, INJURY, OR LOSS, EXCEPT SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HIS CONTROL AND NOT TO HIS FAULT OR NEGLIGENCE HE SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS WELL 2. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF THEIR EMPLOYEES ON THE JOB AND SHALL COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL BUILDING CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON OR ADJACENT TO THE PREMISES WHERE THE WORK IS BEING PERFORMED. EACH SUBCONTRACTOR SHALL MAINTAIN ALL INSURANCE REQUIRED TO PROTECT HIMSELF, OWNER AND TENANT FOR THE DURATION OF THE WORK AGAINST PROPERTY DAMAGE AND PUBLIC LIABILITY. CHANGE.i TM WORK THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. COOPERATION ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN CONJUNCTION WITH OTHER CONTRACTORS AND TRADES ON THIS PROJECT IN A MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE ADEQUATE TIME AT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. REFERENCE SHALL BE MADE TO THE OWNER FOR INSTRUCTIONS SHOULD ANY QUESTIONS ARISE BETWEEN TRADES AS TO THE PLACING OF ONES, DUCTS, CONDUITS, FIXTURES, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO REMOVE ANY GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE OF STRENGTH OF THE STRUCTURE. SUBSTMMON OF MATERIALS MANUFACTURER'S NAMES ARE LISTED HERON TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF IN THE OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF A QUALITY AS GOOD OR BETTER THAN THE MATERIAL SPECIFIED, AND WILL SERVE WFFH EQUAL EFFICIENCY AND DEPENDABILITY, THE PURPOSE FOR WHICH THE ITEMS SPECIFIED WERE INTENDED. SHOP DRAWINGS SHOP DRAWINGS AND CATALOGUE DATA ON ALL MAJOR ITEMS OF EQUIPMENT AND SYSTEMS, AND SUCH OTHER ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED NECESSARY BY THE TENANT, SHALL BE SUBMITTED BY THIS CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING CONSTRUCTION. DRAWNGS AND SPECIFICARON6 1. THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS OF THE VARIOUS ONES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROWNG THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. 2. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR IN ITEMS SHOWN ON CONTRACT DRAWINGS, THE SHOP DRAWINGS, DESCRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL-_ RBPONSB UIY THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY AND COMPLETE EXECUTION OF ALL WORK INCLUDED IN HIS CONTRACT. HE SHALL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PROVIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR INDICATED. DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT BE SCALED FOR EXACT DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE DUCTWORK, CONNECTIONS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY FOR A COMPLETE SYSTEM. H.V.A.C. GENE & 1. ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS MUST BE DESIGNED AND INSTALLED IN CONFORMANCE WITH THE STATE AND LOCAL BUILDING CODES, LOCAL FIRE DEPARTMENT REGULATIONS, AND THE LATEST EDITION OF SMACNA AND ASHRAE STANDARDS. 2. DUCTWORK AND ALL OTHER HVAC CONSTRUCTION MUST BE DESIGNED TO CLEAR ANY INTERIOR ROOF LEADERS, DOWNSPOUTS, GAS ONES OR OTHER EXISTING CONSTRUCTION THAT OCCURS IN TENANT'S LEASED SPACE. 3. EXHAUST DUCT, PLUMBING VENTS AND FLUES SHALL NOT BE LOCATED WITHIN 10' -0" OF ANY EXTERIOR WALL. WHEREVER POSSIBLE, EXHAUSTS SHALL BE A MINIMUM OF 20' -0" FROM ANY FRESH AIR INTAKES FOR H.V.A.C. EQUIPMENT; NOTE THAT THIS LIMIT ALSO APPUES TO DISTANCE BETWEEN ADJOINING TENANT'S ROOF WORK AND THAT SUCH COORDINATION MUST BE DONE THROUGH THE LANDLORDS REPRESENTATIVE. 4. ALL ROOF WORK SHALL BE COORDINATED WFFH THE LANDLORD'S FIELD REPRESENTATIVE. THE H.VAC. CONTRACTOR IS REQUIRED TO USE LANDLORD'S ROOFING CONTRACTOR FOR ALL ROOF WORK. THE H.V.A.C. CONTRACTOR SHALL INCLUDE THE COST OF SAME IN HIS BID. 5. H.V.A.C. CONTRACTOR WILL PROVIDE PERMANENT IDENTTFlCATION OF THE STORE NAME ON ROOF TOP EQUIPMENT FOR THE CONVENIENCE OF MAINTENANCE AND REPAIR WORK. ALL NEW ROOFTOP EQUIPMENT SHALL BE PAINTED AS PER LANDLORD REQUIREMENTS. 6. H.V.A.C. CONTRACTOR SHALL PAY ALL FEES, OBTAIN ALL PERMITS AND INSPECTIONS AS REQUIRED FOR THIS PORTION OF THE WORK. 7. H.V.A.C. CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF HIS WORK. ANY DISCREPANCIES WITH PLANS SHALL BE REPORTED TO TENANT'S REPRESENTATIVE. 8. ALL NEW MATERIALS, EQUIPMENT AND WORK SHALL BE GUARANTEED BY INSTALUNG MECHANICAL CONTRACTOR FOR A PERIOD OF ONE YEAR FOLLOWING DATE OF ACCEPTANCE BY TENANT, EXCEPT WHERE A LONGER WARRANTY PERIOD IS PROVIDED BY THE MANUFACTURERS OF EQUIPMENT OR COMPONENTS. 9. PRIOR TO THE START UP OF H.V.A.C. SYSTEM, THE H.V.A.C. CONTRACTOR SHALL CLEAN ALL DUCTWORK AND EQUIPMENT TO REMOVE ANY DIRT, RUBBISH OR DEBRIS. 10. THE COMPLETE H.V.A.C. SYSTEM SHALL BE TESTED AND BALANCED BY THE H.VAC. CONTRACTOR TO INSURE PROPER AIR FLOW TO ALL AREAS. THE MECHANICAL CONTRACTOR SHALL CONTRACT WITH AN INDEPENDENT TESTING ASSOCIATION TO VERIFY ALL AIR FLOW. A COPY SHALL BE FURNISHED TO THE TENANT AND LANDLORD. FINAL CFM AFTER AIR BALANCE SHALL BE WITHIN 10% OF DESIGN AIRFLOWS. 11. ALL ROOF TOP EQUIPMENT SHALL BE CONVEYED VIA A RUNWAY OF 3/4" PLYWOOD SHEETS 2" X 10" RUNNERS AND A RUBBER TIRED CONVEYANCE VEHICLE AND /OR AS APPROVED BY LANDLORD. THE H.VAC. CONTRACTOR IS RESPONSIBLE TO VERIFY APPROVED METHOD AND INCLUDE THIS IN HIS BID. 12. SPLASH PANS OR BLOCKS ARE REQUIRED ON THE ROOF AT ALL ROOF TOP UNIT CONDENSATES, OR AS DIRECTED BY LANDLORD. 13. FOR ADDITIONAL H.V.A.C. INFORMATION REFER TO MECHANICAL DETAILS AND DRAWINGS. 14. ALL DUCTWORK SHALL BE METAL FIBERGLASS SHALL NOT BE USED IN ANY SITUATION. H.VAC. (Continued) SCOPE FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY FOR A COMPLETE FULLY OPERATIVE HEATING, VENTILATING, AND AIR CONDONING SYSTEM EXCEPT AS SPECIFICALLY EXCLUDED BY THE DRAWINGS, AND /OR TENANT'S - DIRECTIONS. - EQUIPMENT T 1. AIR CONDITIONING UNITS - UNITS SHALL BE FACTORY ASSEMBLED AND PRE - TESTED INCLUDING FANS, MOTORS, COILS, FILTERS, VARIABLE PITCH DRIVES, ETC. ALL UNITS SHALL BE EQUIPPED WITH AN ECONOMIZER PACKAGE AND RELIEF DAMPER. UNITS SHALL HAVE NET CAPACITY RATINGS DETERMINED AT THE SPECIFIED DESIGN CONDITIONS. THESE NET CAPACITY RATINGS SHALL BE DETERMINED BY DEDUCTING FOR MOTOR HEAT. THE AIR CONDITIONING UNITS SUPPLIED SHALL HAVE A TOTAL SYSTEM ENERGY RATIO (EER) OF NOT LESS THAN 10.0. THIS EER SHALL BE DETERMINED BY DMDING THE NET CAPACITY AS DEFINED ABOVE BY THE TOTAL INPUT WATTAGE. THE TOTAL INPUT WATTAGE IS TO INCLUDE THE WATTAGE OF ALL FAN MOTORS AND ASSOCIATED EQUIPMENT. CONTRACTOR WILL FURNISH VIBRATION ISOLATION AS REQUIRED AND RECOMMENDED BY EQUIPMENT MANUFACTURER. 2. AIR COOLED CONDENSING UNITS - UNITS SHALL BE FACTORY ASSEMBLED AND PRE - TESTED, AND WILL INCLUDE HEAVY GALVANIZED STEEL HOUSING FINISHED WITH BAKED ENAMEL, AIR COOLED CONDENSERS WFFH COPPER TUBES AND ALUMINUM ANS, CONTROL PANEL, COMPRESSOR HIGH AND LOW PRESSURE CUTOUTS, MUFFLERS, CRANKCASE HEATERS, LIQUID RECEIVER, ETC. COMPRESSORS SHALL BE OF THE HERMETICALLY SEALED OR SEMI - HERMETICALLY SEALED TYPE. (LOW AMBIENT CONTROL STD.) 3. CENTRAL STATION AIR HANDLING EQUIPMENT - (IF SCHEDULED ON DRAWINGS) SHALL BE LOW TO MEDIUM PRESSURE SINGLE ZONE DRAW -THRU UNITS EQUAL TO TRANE OR CARRIER. THEY SHALL BE COMPLETE WITH COOUNG AND /OR HEATING COILS AND ACCESSORIES AS SPECIFIED ON THE PLANS. RELIEF AIR FANS: FOR GRAVITY RELIEF, POWER RELIEF, MAKE -UP AIR AND SMOKE EXHAUST FANS REFER TO MECHANICAL PLAN AND MECHANICAL EQUIPMENT SCHEDULE. 4. ELECTRIC STRIP HEATER - EACH STRIP HEATER SHALL BE CONSTRUCTED TO SUP INTO THE DUCT THROUGH A RECTANGULAR OPENING IN THE SIDE. EACH STRIP HEATER SHALL BE FURNISHED COMPLETE WFFH BUILT -IN MAGNETIC CONTACTORS, AIR FLOW SWITCH, AND FACTORY PREWIRED TO TERMINAL STRIPS FOR UNE AND CONTROL CONNECTIONS IN THE FIELD. A THERMAL CUTOUT SHALL BE FURNISHED WITH EACH STRIP HEATER TO PROTECT THE HEATER AGAINST AIR FAILURE. THE COMPLETE HEATING UNIT SHALL BE LISTED BY UNDERWRITER'S LABORATORIES, INC. COILS SHALL BE ARRANGED FOR MINIMUM TWO- STAGE - CONTROL AT 10KW AND ABOVE. 5. FILTERS - FILTERS SHALL BE OF THE THROW AWAY TYPE WHEREVER POSSIBLE. IF FILTERS ARE OF NECESSITY THE PERMANENT TYPE, THEN THEY MUST BE OF THE CLEANABLE, HIGH VELOCITY TYPE AND SHALL BE AMERICAN AIR FILTERS, AIR MAYS, EVANS, OR APPROVED EQUAL FILTERS SHALL BE OF THE OPTIMUM THICKNESS AND DESIGN FACE VELOCITY SHALL NOT EXCEED 550FPM. INSTALLATION OF THE AIR CONDITIONING UNIT SHALL BE SUCH SO AS TO NOT IMPEDE ACCESS TO THE FILTERS. IF THE FILTERS ARE IN FRAME HOLDERS, THEN SUCH HOLDERS SHALL BE PROVIDED WITH A LIFT HANDLE. 6. EXHAUST FANS - A. HVAC - EQUAL TO COOK ACE -D SERIES. NOTE THAT IN ANY CASE, NO PLASTIC PARTS WILL BE ACCEPTABLE. B. TOILET EXHAUST - EQUAL TO BROAN QTR110L INTEGRAL BACK DRAFT DAMPER. 7. ALL DX PACKAGED /SPLIT UNITS WILL BE EQUIPPED WITH DYNELCO "L1TE -STAT.' TME- LCS -2RS THERMOSTAT SUPPLIED BY TENANT AND INSTALLED BY MECHANICAL CONTRACTOR. CONTACT DYNELCO AT 1- 800 - 292 -2444. STANDARD CONDITIONS FOR "LTTE -STAT" OPERATION ARE AS FOLLOWS: COOLING: 70 F OCCUPIED COOLING SETPOINT; 65 F - 85F RANGE. 85 F COOLING NIGHT SETBACK TEMPERATURE. HEATING: 68 F OCCUPIED HEATING SETPOINT 60 F HEATING NIGHT SETBACK TEMPERATURE. ALL CONTROL WIRING SHALL BE IN CONDUIT. CONDUIT INSTALLED BY E.C. ALL CONTROL WIRING SHALL BE #18 SHIELDED STRANDED WIRE. THERMOSTATS AND CONTROLS FOR CHILLED WATER, VAV OR LANDLORD AIR SYSTEMS SHALL BE JOHNSON CONTROLS, HONEYWELL, BARBER - COLEMAN OR AS REQUIRED BY LANDLORD. VERIFY WITH LANDLORD IF ANY OR ALL CONTROL COMPONENTS ARE BY LANDLORD. 8. THE HVAC SUB - CONTRACTOR SHALL IDENTIFY ALL ROOF MOUNTED HVAC EQUIPMENT AND APPARATUS WITH 2" HIGH PAINTED STENCILED STORE NAME ON ALL SIDES OF EQUIPMENT. DUCTWORK 1. SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL OF THE FOLLOWING GAUGES: DUCT SIZE 12° AND LESS 13" TO 30" 31" TO 54" 55" TO 84" 85" AND OVER GAUGE NO. 26 U.S. GAUGE NO. 24 U.S. GAUGE NO. 22 U.S. GAUGE NO. 20 U.S. GAUGE NO. 18 U.S. GAUGE 2. SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED AS FOLLOWS: SIZE 17" &LESS 18" TO 30" 31" TO 54" METHOD "S" AND DRIVE CLEATS "L" STANDING SEAMS ON 3' -0" CENTERS 1 -1/4" STANDINGS SEAMS ON 3' -0" CENTERS ROUND DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL OF THE FOLLOWING GAUGES: DUCT SIZE (DIAMETER) 8" AND LESS 9" TO 18" 19" TO 30" DUCTS 24 22 20 FITTINGS 22 20 18 ALL 90 DEGREE ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH LOCKS. JOINTS SHALL BE SWAGGED WITH ONE -HALF INCH (1/2") OVERLAP. 3. ALL DUCTWORK SHALL BE MADE AIR 11GHT WITH MAS11C AND PRESSURE SENSITIVE TAPE. 4. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK LOCATED WITHIN THE BUILDING SHALL BE INSULATED WITH ONE AND ONE - HALF INCH (1 -1/2") THICK FOIL -FACED FIBERGLASS INSULATION. 5. ALL SUPPLY AND RETURN AIR DUCTS LOCATED OUTSIDE OF THE BUILDING OR EXPOSED TO THE WEATHER SHALL HAVE ONE AND ONE -HALF INCH (1 -1/2") RIGID INSULATION ON THE INTERIOR OF THE DUCT. 6. CONTRACTOR WILL INSTALL INSECT SCREENS ON ALL DUCT OPENINGS WHICH LEAD TO OR ARE OUTDOORS. INSECT SCREENS SHALL BE 10 GAUGE, ONE - QUARTER INCH (1/4") MESH IN REMOVABLE GALVANIZED STEEL FRAMES. 7. ALL DUCT DIMENSIONS SHOWN ON DRAWING ARE CLEAR INSIDE DIMENSIONS. HANGERS AND SUPPORTS 1. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND LESS SHALL BE SUPPORTED BY MEANS OF BAND IRON HANGERS OF NO. 18 U.S. GAUGE ATTACHED TO THE DUCT BY MEANS OF RIVETS, SCREWS, OR CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY TOGGLE BOLTS OR OTHER MEANS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. VERTICAL DUCTS SHALL BE SUPPORTED Wff I 1-1/4" X 1-1/4" X 1 -1/4" ANGLES WHERE THEY PASS THROUGH THE FLOOR UNES. 2. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND MORE SHALL BE SUPPORTED BY MEANS OF ANGLE IRON TRAPEZE HANGERS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. 3. DUCTWORK SHALL BE SUPPORTED AT ALL TURNS AND TRANSITIONS SUPPORT STRAIGHT DUCT EVERY 8' UP TO 35 ", EVERY 6' FOR DUCT FROM 36" TO 59 ", AND EVERY 4' FOR DUCT 60" AND OVER. 4. HANGER DESIGN SHALL BE AS DESCRIBED IN THE LATEST EDITION OF THE "SMACNA" MANUAL. REINFORCEMENT MEMBERS MAY BE USED TO SUPPORT THE DUCT SYSTEM PROVIDED DETAILS OUTLINED IN THE AFOREMENTIONED DOCUMENTS ARE ADHERED TO. REINFORCEMENT 1. ALL DUCTS REQUIRING REINFORCEMENT SHALL BE REINFORCED ACCORDING TO THE LATEST EDITION OF "SMACNA" MANUAL 2. MATERIALS FOR REINFORCEMENT MEMBERS SHALL BE GALVANIZED STEEL ALL SCREWS AND WASHERS SHALL BE PLATED OR GALVANIZED. FLASHING 1. CONTRACTOR WILL PROVIDE WATER TIGHT 24 GA. SHEET METAL FLASHINGS AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. 2. ALL CUTTING OF ROOF OPENINGS, SUPPORTS FOR ROOF OPENINGS, PITCH PANS, ROOF CURBS, FLASHINGS, COUNTER FLASHINGS, REPAIR TO ROOF, ETC. ASSOCIATED WITH HVAC SUB - CONTRACTOR SHALL BE THE RESPONSIBILITY AND PART OF THE CONTRACT OF THE HVAC SUB - CONTRACTOR. HE SHALL EMPLOY THE LANDLORD'S ROOFERS FOR THIS WORK SO AS TO MAINTAIN THE ROOF BOND. H.VAC. (Conlinued) AOCESSORY ITEMS ALL MANUAL DAMPERS, FIRE DAMPERS, TURNING VANES, REGISTER CONNECTIONS, ACCESS DOORS OR OTHER ASSOCIATED ACCESSORIES SHALL BE INSTALLED ACCORDING TO THE LATEST PUBLICATION OF " SMACNA" MANUAL -- DAMS 1. SPUTTER DAMPERS SHALL BE FABRICATED OF SHEET STEEL NOT 115S THAN NO. 16 U.S. GAUGE WITH THE LEADING EDGE HEMMED. EACH DAMPER SHALL BE LARGE ENOUGH TO COVER THE SMALLER OF THE TWO OPENINGS IT CONTROLS. DAMPERS SHALL BE CONTROLLED AS FOLLOWS: 2. EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUAL TO YOUNG REGULATOR NO. 1 WITH DAMPER ROD END BEARINGS ON OPPOSITE END. 3. CONCEALED DUCTWORK - LOCKING QUADRANT EQUAL TO YOUNG REGULATOR NO. 315 (CHROMIUM PLATED WITH DAMPER ROD END BEARINGS ON BOTH ENDS). 4. VOLUME DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AS MANUFACTURED BY AMERICAN FOUNDRY AND FURNACES CO. (AFFCO) OR EQUAL BLADES SHALL BE OF NO. 16 GAUGE SHEET METAL AND SHALL NOT EXCEED 48" IN LENGTH OR 12" IN WIDTH. BLADES SHALL BE ON ONE -HALF INCH (1/2") DIAMETER RUSTPROOF AXLE. BEARINGS SHALL BE OF THE SELF - LUBRICATING FERRULE TYPE 5. JOB FABRICATED TURNING VANES SHALL BE ACCEPTABLE IN SQUARE ELBOWS. PROVIDE AND INSTALL BARBER - COLMAN AIRTURNS OR EQUAL TURNING VANES SHALL BE OF THE SAME GAUGE METAL AS THE DUCT IN WHICH THEY ARE INSTALLED. RADIUS ELBOWS SHALL HAVE A CENTERLINE RADIUS OF ONE AND ONE -HALF (1 -1/2") TIMES THE DUCT WIDTH. PRIG 1. PIPING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPES SHOWN ON THE DRAWINGS. SIZES SHOWN ON THE DRAWINGS ARE NOMINAL PIPE SIZES. 2. ALL PIPING SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES TO THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED WITH THE PROPER PITCH. 3. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN MATTER PRESENT AND SHALL BE SWABBED IF NECESSARY. 4. REFRIGERANT PIPING SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS. JOINTS SHALL BE MADE USING SILFOS OR 95 -5 SOLDER. 5. REFRIGERANT SUCTION ONES SHALL BE INSULATED WITH ONE INCH (1 ") THICK INSULATION. PROVIDE A CONTINUOUS VAPOR SEAL PLUMBING GBIBAL 1. TENANT'S PLUMBING SHALL NOT BE CHASED OR CUT INTO OR THROUGH THE DEMISING WALLS (SEPARATING TENANT'S LEASE SPACE FROM ADJOINING TENANT SPACES, ETC.) OR EXTERIOR WALLS. 2. VENTS SHALL NOT BE LOCATED WITHIN 10' -O" OF AN EXTERIOR WALL ROOF FLASHING SLEEVES MUST BE INSTALLED AS PER LANDLORD REQUIREMENTS. 3. LANDLORD FURNISHED SANITARY OUTLET BELOW SLAB: GENERAL LOCATION SHOWN ON MECHANICAL SHEET. GENERAL CONTRACTOR MUST FIELD VERIFY. 4. LANDLORD INSTALLED COLD WATER UNE: GENERAL LOCATION SHOWN ON MECHANICAL SHEET. GENERAL CONTRACTOR MUST FIELD VERIFY. 5. PLUMBING CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ALL DISCREPANCIES TO THE TENANT'S REPRESENTATIVE. 6. ALL TOILET AREAS ARE TO HAVE A HOT -WATER SOURCE PROVIDED BY THE CONTRACTOR. REFER TO SCHEDULE FOR MORE INFORMATION. 7. HOT /COLD WATER PIPING AND WASTE UNE BELOW LAVATORY SHALL BE INSULATED AS REQUIRED BY LOCAL ADA CODE. 8. ALL PIPE INSULATION SHALL BE NONCOMBUSTIBLE MATERIAL AS REQUIRED BY LOCAL CODE. 9. WATER METER IF REQUIRED SHALL HAVE SHUT -OFF VALVE ON BOTH SIDES OF METER. 10. GAS UNES AND REFRIGERATION ONES ON ROOF SHALL BE SUPPPORTED BY TREATED WOOD BLOCKS ON ROOF PADS BY LANDLORD. ROUTING OF ONES SHALL BE COORDINATED WITH LANDLORD'S PROJECT MGR. 11. FOR ADDITIONAL PLUMBING INFORMATION, REFER TO SPECIFICATIONS AND DETAILS ON MECHANICAL DRAWINGS. MATERIALS 1. SANITARY SEWER - CAST IRON OR COPPER PIPING MAY BE USED EXCEPT THAT ALL PIPING BELOW GRADE SHALL BE CAST IRON. VENTS TWO INCHES (2") IN SIZE AND SMALLER MAY BE EITHER SCHEDULED 40 GALVANIZED STEEL OR COPPER PIPING. 2. DOMESTIC WATER AND HOT WATER PIPING SHALL BE COPPER TYPE "L" INSULATED WMFH ARMAFLEX OR EQUIVALENT INSULATING TO A THICKNESS OF 1". 3. GAS PIPING SHALL BE BLACK STEEL SCHEDULED 40 WITH SCREWED FITTINGS. 4. CHILLED WATER SUPPLY AND RETURN PIPING SHALL BE GALVANIZED STEEL PIPE (STANDARD WALL) OR TYPE "L" HARD COPPER TUBING. ALL PIPING SHALL BE INSULATED WITH 1" THICK OWENS CORNING FIBERGLASS 25 ASJ /SSL OR EQUAL MAKING UP PIPE 1. SCREWED PIPE SHALL BE MADE UP WITH PIPE COMPOUND APPLIED TO THE MALE THREAD WITH NOT MORE THAN TWO THREADS LEFT EXPOSED. PIPE SHALL BE REAMED AFTER THREADING. 2. BELOW GRADE SANITARY PIPING SHALL BE CAST IRON PIPE AND SHALL BE OF THE HUB AND SPIGOT OR NO -HUB TYPE. INSTALLATION MUST MEET ALL PROVISIONS OF APPLICABLE CODE. ABOVE GRADE GENERAL CONTRACTOR SHALL HAVE OPTION OF USING PVC AS CODE PERMITS. 3. COPPER JOINTS SHALL BE MADE UP WITH 95 -5 SOLDER. HANGERS AND SUPPORTS HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 10' -0" WITH SWIVEL SPLIT PIPE HANGERS EQUAL TO CRANE NO. 199F OR GRINNELL NO. 104. VERTICAL PIPING SHALL BE SUPPORTED BY MEANS OF WROUGHT IRON CLAMPS SUSPENDED FROM THE UNDERSIDE OF STRUCTURE WITH HANGER RODS. VALVES ALL VALVES SHALL BE BRASS AND MANUFACTURED BY CRANE, NIBCO, STOCKHAM, LUNKENHEIMER, NORDSTROM, GRINNELL OR EQUAL ROUGH4NS FOR SECOND LEVEL STORES, THE TENANT'S GENERAL CONTRACTOR SHALL RUN ALL ONES REQUIRED FOR PLUMBING ROUGH -INS TIGHT AGAINST THE UNDERSIDE OF THE SECOND FLOOR LEVEL THE SECOND FLOOR STRUCTURAL SLAB SHALL BE CORED AS REQUIRED TO INSTALL THESE ITEMS AT THE LOCATIONS SHOWN ON THE PLANS. TE,S1ING AND ADJUSTING GAS PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER LOCAL PLUMBING CODE. SPRINKLER SYSTEM 1. SHOP DRAWINGS, SPRINKLER SUBMITTAL AND HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE BUCKLE INC., LANDLORD'S INSURANCE UNDERWRITER AND APPLICABLE AUTHORITIES FOR APPROVAL PRIOR TO START OF WORK. ALL APPROVALS ARE PRELIMINARY PENDING FINAL FIELD INSPECTION. A COPY OF THE APPROVAL LElILR FROM THE RATING BUREAU SHALL BE FORWARDED TO THE TENANT'S LANDLORD AND TO: LORI KOEPPE THE BUCKLE 2407 W. 24th ST. KEARNEY, NE 68845 2. SPRINKLER HEADS - SHOW WINDOWS, ALL DRYWALL CEILINGS - FULLY RECESSED TYPE WITH A WHITE CAP. SALES, OFFICE, ALTERATIONS AND FIRE CORRIDOR (IF REQUIRED) SHALL BE SEMI - RECESSED WHITE WITH A WHITE ESCUTCHEON PLATE. STOCKROOM - BRASS PENDANT TYPE. 3. ALL SPRINKLER HEADS IN SALES AREA ARE TO BE CENTERED IN 2X2 CEILING TILES. FOR 2X4 SECOND LOOK CEILING (2X2 SIMULATED) CENTER HEADS IN 2X2 LOOK. 4. NEW SPRINKLER LAYOUT TO BE BASED ON LATEST "NFPA" STANDARDS, LOCAL BUILDING CODES ALL AUTHORITIES HAVING JURISDICTION AND SHALL CONFORM TO THE LANDLORD'S INSURANCE UNDERWRITER'S REQUIREMENTS. VERIFY LOCATIONS OF LANDLORD PROVIDED SPRINKLER MAIN WITHIN PREMISES PIPING SHALL BE SCHEDULE 40 BLACK STEEL 5. SPRINKLERS ARE TO BE INSTALLED OVER AND UNDER ANY TWO -LEVEL CONSTRUCTION, AND UNDER SHELVES OR TABLES OVER 4' -0" WIDE, INSIDE ANY SMALL ENCLOSED SPACES, (I.E. FITTING ROOMS), OR IN CONCEALED FLOOR OR CEILING SPACE WHERE COMBUSTIBLES SHALL NOT BE INTRODUCED UNTIL FULL SPRINKLER PROTECTION IS IN SERVICE 6. SPRINKLER HEAD TEMPERATURE RATINGS ARE TO BE AS REQUIRED BY LANDLORD'S INSURANCE UNDERWRITER AND ARE CONSIDERED PRELIMINARY AND SUBJECT TO CODE APPLICATION. 7. TENANT'S GENERAL CONTRACTOR SHALL INFORM LANDLORD TWENTY - FOUR (24) HOURS PRIOR TO SHUT DOWN OF SPRINKLER SYSTEM FOR PURPOSES OF TYING INTO THE PROJECT SYSTEM. ALL SUCH COSTS SHALL - BE PAID BY CONTRACTOR. 8. AFTER THE AUTOMATIC SPRINKLER SYSTEM IS INSTALLED IT SHALL BE INSPECTED AND TESTED BY THE SPRINKLER CONTRACTOR. A WRITTEN REPORT OF SUCH INSPECTION AND TESTING SHALL BE SUBMITTED ON APPROPRIATE FORM PRESCRIBED BY, OR ACCEPTABLE TO, THE STATE FIRE MARSHALL ONE COPY EACH OF SAID REPORT SHALL BE FURNISHED TO THE LANDLORD AND THE BUCKLE. 9. GENERAL CONTRACTOR IS TO INSTALL FIRE EXTINGUISHER AS SHOWN ON SHEET A2, AND AS DIRECTED BY TENANT'S REPRESENTATIVE. 10. SPRINKLER HEADS MUST BE MINIMUM OF 10" FROM TRACK UGHT FIXTURES. 11. GENERAL CONTRACTOR IS REQUIRED TO INCLUDE PLANS & SPECIFICATIONS INTO CLOSE -OUT PACKAGE. RESPONSIBILITY NOTES 1. ROOF OPENINGS FOR H.VAC. EQUIPMENT AND RELATED WORK SHALL BE THE RESPONSIBILITY OF THE H.VA.C. SUBCONTRACTOR. HE SHALL EMPLOY THE LANDLORD'S ROOFER FOR THIS WORK TO MAINTAIN THE ROOF BOND. 2. ROOF OPENINGS FOR PLUMBING AND RELATED WORK SHALL BE THE RESPONSIBILITY OF THE PLUMBING SUBCONTRACTOR. HE SHALL EMPLOY THE LANDLORD'S ROOFER FOR THIS WORK TO MAINTAIN THE ROOF BOND. 3. ALL WIRING, REQUIRED FOR H.VAC. CONTROLS SYSTEMS SHALL BE THE RESPONSIBILITY OF THE MECHANICAL SUB- CONTRACTOR. MECHANICAL SUBCONTRACTOR SHALL SUPPLY THE CONTROLS WIRING AND WIRING DIAGRAM AND INSTALL THERMOSTAT. 4. SANITARY SEWER AND DOMESTIC WATER, STUBBED INTO THE PREMISES BY THE LANDLORD. REFER TO SHEET M -1 FOR LOCATIONS. FIELD VERIFY LOCATIONS. 5. THE FOLLOWING ITEMS ARE THE TENANTS RESPONSIBILITY, HOWEVER THE LANDLORD SHALL, AT HIS OPTION, SUBMIT TO THE TENANT, FOR APPROVAL, A PRICE FOR THE LANDLORD TO PROVIDE THE FOLLOWING UNDER FLOOR UTILITES ROUGH -IN AND SLAB DEPRESSIONS: A. UNDERFLOOR PLUMBING ROUGH -IN. B. SLAB DEPRESSIONS FOR SALES FLOOR FINISHES. 6. THE SPRINKLER SUB NEEDS TO SUBMIT DESIGN DRAWINGS TO THE GC WHO IS REQUIRED TO FORWARD THE DRAWINGS TO THE TENANT FOR REVIEW. 7. THE TENANT'S GENERAL CONTRACTOR (T.G.C.) SHALL RUN SERVICE CONDUITS AND PLUMBING LINES 11GHT TO THE SECOND FLOOR STRUCTURE. THE FLOOR SLAB SHALL BE CORED AS REQUIRED TO INSTALL SERVICE STUBS, FLOOR BOXES, ETC... 8. THE H.V.A.C. SUBCONTRACTOR SHALL IDENTIFY ALL ROOF MOUNTED H.V.A.C. EQUIPMENT AND APPARATUSES WITH 2" HIGH PAINTED STENCILED STORE NAME ON ALL SIDES OF THIS EQUIPMENT. • 9. :' t INGS CALL FOR THE REUSE OF EXISTING EQUIPM TENANT'S CONTRACTOR SHALL VERIFY EQUIPMENT IS IN PR/-y NECESSARY STEPS TO REQUIRED, L SUCH OR TAKE THE IF REPLACEMENT IS S SPECIFIED ON NING US •UIPMENT AND HAR1�, -' E ULES. ALL SUCH ITEMS MUST MEET A DES AND STANDARDS OF PRACTICE. 1 • 10. UTILITY SUB CONTRACTOR TO LOCATE EXISTING UTILITY EQUIPMENT, WHICH IS TO REMAIN (LANDLORD OR OTHER TENANT), ON AS -BUILT PLAN IN POSSESSION OF SUPERINTENDENT. UTILITY CONTRACTOR TO FORWARD INFORMATION TO THE BUCKLE INCORPORATED. Sprinkler Head Notes 1. T.G.C. -THE SPRINKLER SYSTEM EXISTS AND NEEDS TO BE REWORKED. THE SPRINKLER CONTRACTOR SHALL REDESIGN AND INSTALL A COMPLETE SPRINKLER SYSTEM IN ACCORDANCE WITH THE LL'S INSTRUCTIONS AND LOCAL ORDINANCE. PRIOR TO FABRICATION OF THE SYSTEM, THE DESIGN DRAWINGS SHALL BE SUBMITTED TO THE APPROPRIATE LOCAL AUTHORITIES, THE LL AND /OR THE LL'S INSURANCE COMPANY FOR APPROVAL A COPY OF THE DRAWINGS THAT ARE STAMPED "APPROVED" SHALL BE GIVEN TO THE T.G.C. TO BE MAINTAINED AT THE JOBSITE UNTIL FINAL CERTIFICATE OF OCCUPANCY IS ISSUED. UPON RECEIPT OF THE CERTIFICATE OF OCCUPANCY THE COPY SHALL BE FORWARDED TO THE TENANT AS LISTED ON 'SHEET Al. - SPRINKLER PENDANT IN STOREFRONT CONSTRUCTION SHALL BE CONCEALED TYPE WITH WHITE CAP. - SPRINKLER PENDANT IN SALES AREA LAY -IN CEILING SHALL BE SEMI RECESSED BLACK WITH A BLACK ESCHUTION. - ALL SPRINKLER HEADS IN SALES AREA ARE TO BE CENTERED IN CEILING TILES IF POSSIBLE. SPRINKLER HEADS MUST BE A MINIMUM OF 10" FROM TRACK LIGHT FIXTURES. SPRINKLER HEADS LOCATED IN CORRUGATED METAL SHALL BE FULLY RECESSED WITH BRUSHED CHROME CAP. SPRINKLER HEADS LOCATED IN STOCKROOM SHALL BE SEMI - RECESSED WM-I CHROME CAP. 2. SPRINKLER AT PERIMETER & NEAR TRACK HEADS (12" OR LESS) SHALL BE OF THE HIGH TEMPERATURE FULLY RECESSED TYPE. 3. SPRINKLER AT DRYWALL INSTALLATIONS IN SALES AREA SHALL BE THE CONCEALED TYPE WITH WHITE CAP. 4. SPRINKLER PIPE DOWN TO ROOM BELOW. ROUTE PIPE AS CLOSE AS POSSIBLE TO THE DEMISING WALL AND THEN RUN BETWEEN THE CEILING JOISTS AND OUT TO SPRINKLER HEAD IN GYP. BD. CEILING. 5. NONE OF THE FOLLOWING CENTRAL STATES SPRINKLER HEADS SHOULD BE INSTALLED. CENTRAL "WET" SPRINKLERS (MANUFACTURED FROM 1989 -2000) GB GB4-FR GB -R1 BB2 ELOC GB-J GB4-EC GB -RS BB3 ESLO GB -1 GB4 -QREC GB -R SD1 ELO SW -20 GB -ALPHA GB -20 ROC SD2 ELO SW -24 GB4 GB -20 QR BB 1 132 SD3 ESLO -20 GB GB -QR GB -LO BB2 17/32 HIP ELO -231 GB GBR -2 LF BB3 17/32 WS ELO -GB GB -EC GBR BB1 ELO -LH ELO -231 GB QR GEM "WET" SPRINKLERS (SOLD UNDER GEM NAME FROM 1995 -2001) F927 NOTE: REPLACEMENT SPRINKLERS FOR GEM "WEr SPRINKLERS WILL NOT HAVE "ON -OFF" FUNCTIONALITY. CENTRAL "DRY° SPRINKLERS (MANUFACTURED FROM MID 19705 -2001) A -1 GB GB4 -EC ELO -16 GB H -1 GB -QR GB4 -QREC ELO -16 GB FR J GB4 ELO -231 GB K GB4-FR ELO -GB QR STAR "DRY" SPRINKLERS (MANUFACTURED FROM 1996 -1998) ME -1 SG SG -QR Q Q -QR 6. SPRINKLER HEADS LOCATED IN CORRUGATED METAL SHALL BE FULLY RECESSED WITH BRUSHED CHROME CAP. 7. NO SPRINKLER HEADS IN THE SOFFITS ABOVE THE PERIMETER DISPLAY WALLS AND MIRROR ALCOVES. REF: NFPA 2002 8.6.4.1.1.3 ELO -GB QR LD K17 -231 Ultra K17 ELO -16 GB GB MULTI -LEVEL GB -QR MULTI -LEVEL ELO -16 GB FR • RESPONSIBILITIES 4E - DQii1NG C - TENANT GENII CONTRACTOR ES ■ ELECT. L LANDLORD MS = MECH. _ T ■ TENANT PS - PLBG. 2 i NOTES A - MECHANICAL RECT � A-1 HVAC SYSTEM ELBOW, MITERED, WITH DOUBLE- THICKNESS VANES, 1 ROOFTOP PACKAGED UNIT (R.T.U.) T MS 8 2 AIR HANDLING UNIT (A.H.U.) - E.S.P. H.P. 3 VARIABLE AIR VOLUME (VAV.) - MCA MAX FUSE 4 CONDENSING UNIT - 485 2100 5 CHILLED WATER COIL - 78.3 82.02 6 HOT WATER COIL - 208/3 59.8 7 ELECTRIC DUCT HEATER & T -STAT - • TRANE #WSC072E3 8 ELECTRIC UNIT HEATER - - 1.0 8A ELECTRIC UNIT HEATER T -STAT - - 13.0* 9 DUCTWORK & INSULATION MS MS LITESTAT TME- LCS -2RS WffH THE -RRS & TME-SAS 10 GRILLES & REGISTERS MS MS 240 11 THERMOSTAT - LFFESTAT T MS 3 12 CONTROLS MS MS 3 13 CONTROL WIRING & WIRING DIAGRAM MS MS 3 14 CONDENSATION DRAINUNE MS MS MONULACTURER MODEL NUMBER 15 OPENING THRU ROOF VMS ENS 1 16 ROOF CURB T MS 1 17 ADAPTER CURB - - MANUFACTURER MODEL NUMBER B EXHAUST SYSTEM 7,10 B-1 TOILET EXKAUST FRAME TYPE 1 EXHAUST FANS T MS TITUS - TMS 2 DUCTWORK E E REQUIRED BY 3 OPENING THROUGH ROOF E E 1 4 12x12/24x24 T -BAR NO OOO B-2 SMOKE EVACUATION SYSTEM HORIZONTAL SIDE WALL SUPPLY 1 EXHAUST FANS - - SURFACE 2 DUCTWORK - - BTUH 3 GRILLES - - 1566 4 OPENING THROUGH ROOF - - I C PLUMBING 7,10 c-1 WATER CLOSETS 0 1 WATER CLOSETS PS PS 61592 2 UNDERSLAB ROUGH -IN PS PS 5 3 FINAL CONNEC11ONS & VENTS PS PS 2 C-2 LAVATORIES PEOPLE 100 SQ. FT. /PERSON e 1 LAVATORIES PS PS EQUIPMENT (LISTED AS ATTACHED) 2 UNDERSLAB ROUGH -IN PS PS 5 3 FINAL CONNECTIONS & VENTS PS PS 2 C-3 SERVICE SINK 8109 1 SERVICE SINK - FACTOR ALTITUDE CORRECTED 16283 2 UNDERSLAB ROUGH -IN - FACTOR or 'U' VALUE 3 FINAL CONNECTIONS & VENTS - 1.00 0.20 1323 C-4 FLOOR DRAINS H 1 FLOOR DRAINS E E E 2 UNDERSLAB ROUGH -IN E E 5 3 FINAL CONNEC11ONS & VENTS E E 2 C-5 CLEANOUTS GRAND TOTAL LOAD (BTUH) 1 CLEANOUTS E E NOMINAL TONS REQUIRED 2 UNDERSLAB ROUGH -IN E E 5 3 FINAL CONNECTIONS & VENTS E E 2 C-6 ELECTRIC WATER COOLER 18.04 1 ELECTRIC WATER COOLER PS PS E 2 UNDERSLAB ROUGH -IN PS PS 3 FINAL CONNECTIONS & VENTS PS PS C-7 INSTANTANEOUS WATER HEATER T 1 INSTANTANEOUS WATER HEATER PS PS 2 UNDERSLAB ROUGH -IN PS PS 3 FINAL CONNECTIONS & VENTS PS PS 2 C-8 MISCELLANEOUS 15955 1 WATER METER DEPOSIT ONLY E E 2 WATER METER E E 3 HOT WATER SUPPLY & RETURN PIPES & INSUL E E 4 CONTROLS - CHILLED & HOT WATER PIPING E E 5 ALL TAP FEES (IF REQUIRED) E E 6 C-9 SPRINKLER SYSTEM 1 ENGINEERING C C 6 2 EQUIPMENT C C 6 C-10 UTILITIES (REFER TO RESPONSIBILTY NOTE #10) 1 SEWER UNE FROM STUB -IN TO TOILET ROOM C C 4 2 WATER UNE FROM STUB IN TO TOILET ROOM C C 4 3 GAS UNE TO RTU(S) - - 4 FINAL CONNECTION OF GAS TO R.T.U. - - D FIRE ALARM SYSTEM D-1 FIRE ALARM SYSTEM 1 CONNECTION TO LANDLORD'S FIRE ALARM SYSTEM UMW W 2 SMOKE DETECTORS ENS FINS 3 HORNS AND /OR STROBES - - ADDITIONAL CALCULATIONS, DETAILS & DIAGRAMS AIR CONDITIONING SYSTEM AND DUCT SYMBOLS NOT EVERY FITTING SHOWN AT THIS LEGEND WILL BE USED FOR THIS PROJECT. THE MECHANICAL CONTRACTOR MAY FIND FIELD CONDI11ONS THAT REQUIRE FITTINGS OTHER THAN THE ONES SHOWN AT DRAWING 1 -M1. IN THIS EVENT FITTINGS SIMILAR TO THE ONES SHOWN HERE WILL BE USED TO ACCOMPUSH THE FIELD CHANGE. MARK ! 0 R RECT. R O.SA (CFM) RECT � �� E ELBOW, MITERED, WITH DOUBLE- THICKNESS VANES, COP SEER EER* AUX. ELEC. HEAT CAP. (KW) 1989 ASHRAE FUNDAMENTALS DESIGN NO. 4. � � . -- AND TAP (45 ENTRY)- FIGURE 5 -2.7, 1 THERMOSTAT WEIGHT CFM E.S.P. H.P. SENS. (MBH) TOTAL (MBHQ VOLTS/PH MCA MAX FUSE RTU -1 TRANE #WSC072E3 6 TON 485 2100 0.5 1.0 56.7 78.3 82.02 2.4 13.0* 6.8 208/3 59.8 70 LInESTAT TME- LCS -2RS WITH TH E -RRS & TME-SAS 740 RTU -2 TRANE #WSC072E3 6 TON 485 2100 0.5 1.0 56.7 78.3 82.02 2.4 PLUMBING EQUIPMENT SCHEDULES (EQUALS TO BE APPROVED IN WRMNG BY THE TENANTS HOME OFFICE REPRESENTATIVE) MANUFACTURER & MODEL NUMBER PAM BARRIER RE/EQUIPMENT DESCRIPTION REMAARI6 MARK FREE AMERICAN STANDARD CADET ELONGATED 2462.016 P -1 YES WATER CLOSET; 1.6 GPF SEAT &COVER BY CHURCH EQUAL FUOM WfFH & SU ALL FITTINGS, VALVES & SUPPLIES TO COMPLETE ( OR EQUAL KOHLER K -3493) INSTALLATION. INSTALL METAL FLUSH HANDLE. PROVIDE GOOSENECK #7830 -002 FAUCET W/372H HANDLES, W/ #2411 -015 DRAIN ASSEMBLY, ADJUSTABLE VITREOUS CHINA LAV. W /CONCEALED "p" TRAP & WADE #W -400 CARRIER (OR EQUAL) W/ AMERICAN STANDARD #0356 -015 "LUCERNE' P -2 YES ARM SUPPORTS; 20 "x18' OVERALL CONCEAL ARMS. ALL FITTINGS SHALL BE CHROME. DIMENSIONS. PROVIDE HEAVY DUTY CARRIER(S) IN WALL AS AVAILABLE FROM MFR. ELKAY MODEL EZS8 EWC N/A ELECTRIC WATER COOLER 8.0 G.P.H.; 120V, 4.8 FLA, 1/5 H.P. COMPRESSOR. (ADA COMPLIANT) W/ APRON TO FLOOR. CHRONOMITE MODEL #M -20L IWH N/A INSTANTANEOUS WATER HEATER 208V; 1- PHASE; 4160 WATTS (2 POLE BREAKER) , MECHANICAL EQUIPMENT SCHEDULES PACKAGED ROOFTOP UNIT MARK MANUFACTURER MODEL NUMBER NOMINAL TONNAGE O.SA (CFM) SUPPLY FAN REQ. COOLING CAPACITY HEAT. CAP ®(BH) OUTD. COP SEER EER* AUX. ELEC. HEAT CAP. (KW) BTUH HEATING CAL THERMOSTAT WEIGHT CFM E.S.P. H.P. SENS. (MBH) TOTAL (MBHQ VOLTS/PH MCA MAX FUSE RTU -1 TRANE #WSC072E3 6 TON 485 2100 0.5 1.0 MECHANICAL EQUIPMENT SCHEDULES PACKAGED ROOFTOP UNIT MARK MANUFACTURER MODEL NUMBER NOMINAL TONNAGE O.SA (CFM) SUPPLY FAN REQ. COOLING CAPACITY HEAT. CAP ®(BH) OUTD. COP SEER EER* AUX. ELEC. HEAT CAP. (KW) BTUH HEATING CAL THERMOSTAT WEIGHT CFM E.S.P. H.P. SENS. (MBH) TOTAL (MBHQ VOLTS/PH MCA MAX FUSE RTU -1 TRANE #WSC072E3 6 TON 485 2100 0.5 1.0 56.7 78.3 82.02 2.4 13.0* 6.8 208/3 59.8 70 LInESTAT TME- LCS -2RS WITH TH E -RRS & TME-SAS 740 RTU -2 TRANE #WSC072E3 6 TON 485 2100 0.5 1.0 56.7 78.3 82.02 2.4 13.0* 6.8 208/3 59.8 70 LITESTAT TME- LCS -2RS WffH THE -RRS & TME-SAS 740 RT1.1-3 TRANE #WSC036E3 3 TON 240 1200 0.5 .33 26.9 36.5 26.0 2.6 13.0 4.5 208/3 39.5 45 L A IE E LSCS -IRS 514 NOTE: 1. ALL HVAC UNITS ARE TO BE PROVIDED BY THE BUCKLE UNLESS STATED OTHERWISE. PLEASE CONTACT DAN HALE AT TRANE (972- 919 -2331) WITH ANY QUESTIONS REGARDING SCOPE. 2. PROVIDE ROOFTOP UNITS WITH ENTHALPY CONTROLLED ECONOMIZER, HAIL GUARD AND 5 YEAR COMP. WARRANTY. 3. FOR RTU -1, RTU -2 & RTU -3 PROVIDE WITH NEW CURB. 4. RS -1 FOR ROOM TEMPERATURE MOUNTED ON R/A GRILLE FOR RTU -1 & RTU -2. RS -2 W /PROBE MOUNTED ON S/A MAIN DUCTWORK TO MEASURE S/A TEMPERATURE FOR ALL UNITS. 5. FOR RTU -3 PROVIDE WITH FACTORY INSTALLED BELT DRIVE - EXHAUST FAN QUAN. MARK MONULACTURER MODEL NUMBER CFM VOLTAGE PHASE ACCESSORIES REMARKS 2 EF -1 BROAN #QTR110L (UTE /FAN COMBINATION) 110 120 10 BACKDRAFT DAMPER GRILLES & REGISTERS MANUFACTURER MODEL NUMBER MARK SERVICE MODULE SIZE FRAME TYPE FIRE DAMPERS VOLUME DAMPERS FINISH REMARKS TITUS - TMS A SUPPLY 12x 12/24x24 T -BAR REQUIRED BY YES FACTORY WHITE ® ® ® TAUS - PAR B RETURN 12x12/24x24 T -BAR NO OOO YES HORIZONTAL SIDE WALL SUPPLY TITUS - 300 RS C SUPPLY AS INDICATED SURFACE 0 AREA X CFM /SF X BF X TEMP DIFF X FACTOR BTUH A NOTES: 1. USE NAILOR FRAME KIT DFA (FURNISHED BY TENANT) FOR ALL DRYWALL INSTALLATIONS. WHITE CAULK AROUND EDGE OF FRAME KIT. 2. COORDINATE DIFFUSER PLACEMENT AND QUANTITY WITH UGHIING PLAN. 3. REFERENCE MECHANICAL FLOOR PLAN FOR DIFFUSER NECK SIZE AND PROVIDE ROUND NECK REDUCER AS REQUIRED. . . SALES AREA STOCK AREA HVAC LOAD CALCULATION DESIGN CONDITIONS! OUTDOOR INDO DIFFERENCE SUMMER DRY BULB 85 70 15 SUMMER WET BULB 65 58.5 6.5 HUMIDITY RATIO 60.6 55 5.6 WINTER DRY BULB 24.5 70 45.5 SUMMER DESIGN MONTH! JULY DAILY SWING 18.3 DATE 11/8/201J03 # 100371 CLIENT Buckle #296 ADDRESS South Center Mall Space # E552 CITY & STATE Tukwila, WA ASHRAE CITY Seatt le, WA ALTITUDE 499 LATITUDE 47 LEASE AREA 3874 SQ. FT. C 0 ITEM DIR. CLTD LAT CORR K IAT CORR ODA CORR U AREA TEMP CORR CLTD VAL BTUH COOLING BTUH HEATING N ROOF FLAT 78 1 1 8 -9.2 78 0.08 3874 24127 14101 D WALL NORTH 17 0 1 8 -9.2 16 0.10 0 0 0 U WALL SOUTH 25 1 1 8 -9.2 25 O. 10 0 0 0 C WALL EAST 27 1 1 8 -9.2 27 0.10 0 0 0 T WALL WEST 35 1 1 8 -9.2 35 0.10 0 0 0 T GLASS ALL 14 0 1 8 -9.2 13 0.90 0 0 0 0 SUBTOTALS 24127 14101 ITEM DIR. • SC SHGF CLF AREA NOTES SUBTOTALS S 4306 ITEM DIR. SC SHGF CLF AREA 0 GLASS NORTH 0.88 48 1 0 0 S L GLASS SOUTH 0.88 48 1 0 0 A GLASS EAST 0.88 48 1 0 0 R GLASS WEST 0.98 48 1 0 GLASS SOUTH 0.88 48 1 0 0 0 L TYPE WATTS X BTU /X FAC X X TO SPACE A GLASS EAST 0.88 48 1 0 G FLUORESCENTS 4212 3.41 1.1 0.75 RECESS 11849 R H FLUORESCENTS 6978 3.41 1.1 1.00 SURF 26174 T INCANDESCENTS 925 3.41 1 1.00 SURF 3154 S INCANDESCENTS 3117 a 41 1 0.75 RECESS 7972 E ITEM VALUE X MULTI = BOR ASHRAE FLUORESCENTS 0 3.41 1.1 0.75 RECESS Q BTUH H FLUORESCENTS 1102 3.41 U EQUIP. €. 5W /SF 3874 0.5 3.41 6605 6605 T I HVAC FAN HP 0 1 2545 0 0 P EQUIPMENT 0 0.25 3.41 0 0 PEOPLE 100 SQ. FT. /PERSON 250 BTUH /PERSON 9685 0 AREA X CFM /SF X BF X TEMP DIFF X FACTOR BTUH A 3874 0.25 0.1 15 1.08 1566 2017 2017 3874 0.25 1.0 45.5 1.08 I 47491 0 COMBINED DUCT LOSS, INFILTRATION, WARM -UP AND SAFETY MARGIN a 0% 0 L ROOM SENSIBLE HEAT GAIN (LOSS) = 91133 61592 A PEOPLE 150 SQ. FT. /PERSON 250 BTUH /PERSON T OUTDOOR AIR 965 CFM 361 AREA X CFM /SF X BF X E PEOPLE 100 SQ. FT. /PERSON e 200 BTUH /PERSON 7748 A N EQUIPMENT (LISTED AS ATTACHED) 384 0 T INFILTRATION 0 CFM 45.5 1.08 0 11648 ROOM LATENT HEAT GAIN = 8109 ITEM QTY FACTOR FACTOR ALTITUDE CORRECTED 16283 0 T FACTOR or 'U' VALUE 89 T DUCT GAINS 26451 0.25 1.00 0.20 1323 200 BTUH /PERSON H OUTDOOR AIR, SENSIBLE 965 15 0.90 1.08 14091 EQUIPMENT (LISTED AS ATTACHED) INFILTRATION 0 CFM E OUTDOOR AIR, LATENT 965 6 0.90 0.67 3248 R INFILTRATION 0 CFM 1666 0 0 T ROOM SENSIBLE LOAD .106546 GRAND TOTAL LOAD (BTUH) 117903 O LATENT LOAD 11357 NOMINAL TONS REQUIRED 9.8 T SENSIBLE FEAT RATIO 0.90 HEATING (BTUH) DUCT GAINS 0 0.25 61592 A ELECTRIC HEATING (KW) H 18.04 L MINIMUM CFM 5600 E S COIL INLET (DB /WB) 73 64 797 STOCK AREA R� EIV�Dp TTY TUKWLA JAN 19 nil :RMIT CENTER ----3100EnstRandolMill Road Arlington, Texas 76011 817.633.4200 p o 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evoluotion. bidding, review. or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group a V7 n I: t s O � a • UM-16 1 - � o, g 5-6 N C r dih.tgeHEN n e- rn .. Lo v� 4; 41 al I r"" It) -o IZ 43 03 liu VON Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions Date Description By A A A A A A a) c a) V s D 0 DR DANIEL A. REEVES, P.E. 3100 E. Rondo! Mill Rd Arlington, TX 76011 (817)633 -4200 FAX (817)633 -4153 Washington License #4401 Drown By (PDMS 100371) AQ Appd'd By JS Sheet Title Mechanical Schedules and Specifications Sheet Number MS 1 1of 1 HVAC LOAD CALCULATION DESIGN CONDITIONS! OUTBUUR INDOOR DIFFERENCE SUMMER DRY BULB 85 70 15 SUMMER WET BULB 65 58.5 6.5 HUMIDITY RATIO 60.6 55 5.6 WINTER DRY BULB 24.5 70 45.5 SUMMER DESIGN MONTH! JULY DAILY SWING 18.3 DATE 11/8/201118 # 100371 CLIENT Buckle ADDRESS South Center Mall Space # E552 CITY it STATE Tukwi la, WA ASHRAE CITY Seattle, WA ALTITUDE 499 LATITUDE 47 LEASE AREA 1183 SQ. FT. C 0 ITEM DIR. CLTD LAT CORR K IAT CORR [IBA CORR U AREA TEMP CORR CLTD VAL BTUH COOLING BTUH HEATING N ROOF FLAT 78 1 1 8 -9.2 78 0.08 1183 736 4306 D WALL NORTH 17 0 1 8 -9.2 16 0.10 0 0 U WALL SOUTH 25 1 1 8 -9.2 25 0.10 0 0 C WALL EAST 27 1 1 8 -9.2 27 0.10 0 0 T WALL WEST 35 1 1 8 -9.2 35 0.10 0 0 GLASS ALL 14 0 1 8 -9.2 13 0.90 0 0 SUBTOTALS 7368 4306 ITEM DIR. SC SHGF CLF AREA NOTES S 0 GLASS NORTH O. 88 48 1 0 0 L GLASS SOUTH 0.88 48 1 0 0 A GLASS EAST 0.88 48 1 0 0 R GLASS WEST 0.88 48 1 0 0 L TYPE WATTS X BTU /X FAC X % TO SPACE I G FLUORESCENTS 0 3.41 1.1 0.75 RECESS 0 H FLUORESCENTS 1102 3.41 1.1 1.00 SURF 4134 T INCANDESCENTS 120 3.41 1 1.00 SURF 409 S INCANDESCENTS 0 3.41 1 0.75 RECESS 0 E ITEM VALUE X MULTI = BUR ASHRAE Q BTUH U EQUIP. e.5W /SF 1183 0.5 3.41 2017 2017 I HVAC FAN HP 0 1 2545 0 0 P EQUIPMENT 0 0.25 3.41 0 0 PEOPLE 150 SQ. FT. /PERSON 250 BTUH /PERSON 1972 O AREA X CFM /SF X BF X TEMP DIFF X FACTOR A 1183 0.20 0.1 15 1.08 384 1183 0.20 1.0 45.5 1.08 11648 COMBINED DUCT 11155, INFILTRATION, WARN -UP AND SAFETY MARGIN a 0% 0 LL ROOM SENSIBLE HEAT GAIN (LOSS) = 16283 15955 T OUTDOOR AIR 237 CFM 89 I E PEOPLE 150 SQ. FT. /PERSON a 200 BTUH /PERSON 1577�p N T EQUIPMENT (LISTED AS ATTACHED) INFILTRATION 0 CFM 0 0 ik`q ROOM LATENT HEAT GAIN = 1666 ITEM QTY FACTOR FACTOR ALTITUDE CORRECTED O FACTOR or 'U' VALUE T DUCT GAINS 0 0.25 1.00 0.20 0 H OUTDOOR AIR, SENSIBLE 237 15 0.90 1.08 3456 E DITDIIIR AIR, LATENT 237 6 0.90 0.67 797 R INFILTRATION 0 CFM 0 0 C T ROOM SENSIBLE LOAD 19739 GRAND TOTAL LOAD (BTUH) 22202 0 LATENT LOAD 2462 NOt4INAL TONS REQUIRED 1.9 PIE T SENSIBLE HEAT RATIO 0.89 HEATING (BTUH) 15955 A ELECTRIC HEATING (KW) 4.67 L MINIMUM CFM 1001 S COIL INLET (DB/WB) 74 64 R� EIV�Dp TTY TUKWLA JAN 19 nil :RMIT CENTER ----3100EnstRandolMill Road Arlington, Texas 76011 817.633.4200 p o 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evoluotion. bidding, review. or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group a V7 n I: t s O � a • UM-16 1 - � o, g 5-6 N C r dih.tgeHEN n e- rn .. Lo v� 4; 41 al I r"" It) -o IZ 43 03 liu VON Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions Date Description By A A A A A A a) c a) V s D 0 DR DANIEL A. REEVES, P.E. 3100 E. Rondo! Mill Rd Arlington, TX 76011 (817)633 -4200 FAX (817)633 -4153 Washington License #4401 Drown By (PDMS 100371) AQ Appd'd By JS Sheet Title Mechanical Schedules and Specifications Sheet Number MS 1 1of 1 a) c a) V s D 0 DR DANIEL A. REEVES, P.E. 3100 E. Rondo! Mill Rd Arlington, TX 76011 (817)633 -4200 FAX (817)633 -4153 Washington License #4401 Drown By (PDMS 100371) AQ Appd'd By JS Sheet Title Mechanical Schedules and Specifications Sheet Number MS 1 1of 1 NEW 6 "0 SUPPLY MR DUCT DOWN TO DIFFUSER IN OFFICE CEILING. MITI►:= ©BD P -1 MIN= C) BD 1 n 100 CFM 6 "o "A" MATCHLINE Mechanical and Plumbing Plan SCALE 114' = 1'-0' Continued r H '/* L LI fi fi OPEN L J ROOF JOIST LINE OF MECH UNIT (ABOVE) L3X3XI /4 FRAME AROUND ROOF OPENING – WELD TO JOISTS AND AT INTERSECTIONS L4X4XI /4 SUPPORT ® MECH UNIT (4 SIDES) – TOP OF L TO BE AT TOP CHORDS OF JOISTS – WELD ROOF BEAM OR GIRDER Roof Opening Reinforcement At New Rooftop Mechanical SCALE: NONE ROOF MOUNTING FRAME EXTENDS AROUND ENTIRE PERIMETER OF ROOF OPENING. RIGID INSULATION BY ROOFING CONTRACTOR 4"X4"X1/4 ANGLE BRACING & SUPPORT AROUND ENTIRE ROOF CURB OPENING AS REQUIRED BY TENANT CONTRACTOR. EXTEND TO ADJACENT JOISTS AND WELD TO TOP CHORD OF STEEL BAR JOIST. MECHANICAL SUBCONTRACTOR SHALL REPLACE THE FILTERS WHILE BUCKLE REPRESENTATIVES ARE ON THE JOB SITE DOING THE PUNCH OUT. MECHANICAL SUBCONTRACTOR MUST SHOW BUCKLE REPRESENTATIVES THE OLD FILTERS. PIO . ;41;41 . ❖. . ❖. . ❖. 4141. . ❖. ,4141 4141 ovo 4141.... 4141 ►4141 1,1 4141.. ........41.41 . ............4144........... .41. ►..:. 041• O`.•.`.`.❖.....`.`. 00• .41. ❖.ilUUUO ❖.`.•.`.`...`.41.`. ❖41`41•.` ROOF TOP UNIT BASE & SIDE (INSULATED AS INDICATED) NAILER STRIP FURNISHED WITH CURB. COUNTER FLASHING BY ROOFING CONTRACTOR. STRIP BY (4) #14O SCREWS CONTR. ROOFING MATERIAL kit SHOWN FOR REFERENCE ONLY. COORDINATE EXACT REQUIREMENTS WITH LANDLORD STRUCTURAL DRAWINGS. 1 4" (APPROXIMATE) EXISTING SHEET STEEL DECK ROOF CURB DETAIL SCALE: NONE MAKE TRANSITION FROM UNIT OUTLET SIZE TO DUCT SIZE IN VERTICAL DUCT SECTION. TRANSITION ANGLE < 45'. NON– DUCTED RETURN. PROVIDE RTU AND FULL PERIMETER SUPPORT DUCT STUB DOWN TO WITHIN 24" OF TURNING VANES REQUIRED IN SUPPLY MAIN. PROVIDE SPUTTER WITH VANES IN BOTH BRANCHES IF DUCT RUNS BOTH DIRECTIONS. Typical RTU Mounting /Ducting SCALE: NONE RTU ROOF R.A. DUCT S.A. DUCT S CEILING UTESTAT UTESTAT THERMOSTAT MOUNTED IN STOCKROOM. R.A. GRILLE FLOOR HVAC THERMOSTAT & SENSORS SCHEMATIC Nrs T Mechanical Plan Notes MECHANICAL CONTRACTOR TO INSTALL TRANE #WSC072E3 PACKAGED ROOFTOP UNIT W /BAYHTRW309A ELECTRIC HEAT. UNIT SHALL BE INSTALLED ON NEW ROOF OPENING WITH NEW FACTORY CURB. MECHANICAL CONTRACTOR TO SET UNIT TO DELVER 2100 CFM. MECHANICAL CONTRACTOR TO INSTALL TRANE #WSC072E3 PACKAGED ROOFTOP UNIT W /BAYHTRW309A ELECTRIC HEAT. UNIT SHALL BE INSTALLED ON EXISTING ROOF OPENING WITH NEW FACTORY CURB. MECHANICAL CONTRACTOR TO SET" UNIT TO DELIVER 2100 CFM. MECHANICAL CONTRACTOR TO INSTALL TRANE #WSC036E3 PACKAGED ROOFTOP UNIT W /BAYHTRE306 ELECTRIC HEAT. UNIT SHALL BE INSTALLED ON NEW ROOF OPENING WITH NEW FACTORY CURB. MECHANICAL CONTRACTOR TO SET UNIT TO DELIVER 1200 CFM. R/A GRILLE, TYPE 'B'. EXISTING TOILET ROOM TO REMAIN. CONTRACTOR SHALL CONNECT NEW FIXTURES TO EXISTING WATER, SANITARY WASTE AND VENT LINES SERVING OLD FIXTURES BEING REMOVED. NEW WATER CLOSET, LAVATORY AND WATER FOUNTAIN AS SCHEDULED. CONTRACTOR SHALL REPLACE INSTANTANEOUS WATER HEATER AND CONNECT TO EXISTING WATER LINES AND POWER AS REQUIRED. DYNELCO UTESTAT MODEL TME– LCS -2RS THERMOSTAT MOUNTED AT 48" A.F.F. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATING THE HVAC SYSTEM. DYNELCO UTESTAT MODEL THE –LCS -1 RS THERMOSTAT MOUNTED AT 48" A.F.F. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATING THE HVAC SYSTEM. CONTRACTOR SHALL REPLACE EXISTING EXHAUST FAN AND CONNECT TO EXISTING EXHAUST DUCT. AIR FLOW SHALL NOT FALL BELOW 10% OF DESIGN CFM AFTER AIR BALANCE. INSTANTANEOUS WATER HEATER MOUNTED BELOW LAVATORY. RS1 FOR ROOM TEMPERATURE MOUNTED ON R/A GRILLE. RS2 WITH PROBE MOUNTED ON S/A MAIN DUCTWORK TO MEASURE S/A TEMPERATURE SMOKE DETECTOR LOCATED IN R/A STREAM. INTEGRATE INTO THE THERMOSTAT CONTROL CCT. SO THAT WHEN ACTIVATED, THE BLOWER MOTOR ARE DE– ENERGIZED. (VERIFY THE REQUIREMENT FOR EXTENSION OF THIS CCT. TO LL'S FIRE ALARM SYSTEM. BID AS ALTERNATE.) BRANCH DUCTS SHOWN ARE INSULATED SHEET METAL AS DESCRIBED AT MS1. FLEXIBLE METAL DUCT MAY BE USED AT THE FINAL DROP TO THE DIFFUSER, BUT MAY NOT EXCEED A LENGTH OF 5' -0". IF THE DIFFUSER IS LESS THAN THAN 3' -0" FROM THE END OF THE RUN –OUT, FLEX DUCT CAN BE USED TO FORM THE ELL DOWN, PROVIDED THAT THE INSIDE RADIUS IS FIRMLY HELD TO THE SAME DIMENSION AS THE DIAMETER OF THE DUCT (r /d = 1.5). RUN MINIMUM OF 3/4" CONDENSATE DRAIN UNE TO HUB LOCATED IN TOILET ROOM. CONDENSATE WASTE FROM ALL UNITS CAN BE COMBINED INTO ONE DRAIN LINE MINIMUM SIZE 1". CONDENSATE TO BE RUN WITHIN CURB. NO PITCH PAN IS TO BE USED. M.S. SHALL REFER TO UTESTAT THERMOSTAT HANDBOOK AND TROUBLESHOOTING BOOKLET IN T.G.C. POSSESSION PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR SHALL LABEL THE T –STATS IN THE STOCKROOM. SALES 1, SALES 2, & STOCKROOM. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BUILDING STRUCTURE OR BUILDING UTILITIES CAUSED BY ANY SLAB PENETRATIONS. IT IS RECOMMENDED THE FLOOR BE X -RAYED PRIOR TO ANY SLAB PENETRATIONS. T.G.C. SHALL REFER TO SHEET A4 FOR EXACT GRID LOCATION OF CEILING RELATED EQUIPMENT. UTILITY SUB CONTRACTOR TO LOCATE EXISTING UTILITY EQUIPMENT, WHICH IS TO REMAIN (LANDLORD OR OTHER TENANT), ON AS –BUILT PLAN IN POSSESSION OF SUPERINTENDENT. UTILITY CONTRACTOR TO FORWARD INFORMATION TO THE BUCKLE INCORPORATED. REFER TO SHEET MS1 FOR AIR CONDITIONING SYSTEM AND DUCT SYMBOLS ALL DIMENSIONS SHOWN AT DUCTWORK IS CLEAR INSIDE. THIS WILL BE CLEAR WHETHER DUCT IS INTERNALLY INSULATED OR EXTERNALLY SLEEVED. QUESTIONS REGARDING THE SHIPPING AND DELIVERY OF THE AIR CONDITIONING EQUIPMENT SHALL BE DIRECTED TO LORI KOEPPE AT THE BUCKLE INC. • HVAC UNITS SHALL BE FURNISHED BY TENANT AND WILL BE SHIPPED TO THE MECHANICAL SUBCONTRACTOR. O THE THERMOSTAT IS SHIPPED DIRECTLY TO THE JOB SITE. THE ROOF CURB SHALL BE SHIPPED TO THE MECHANICAL CONTRACTOR. • SUBCONTRACTOR WARRANTIES LABOR FOR ONE YEAR. EXISTING 30/26 MALL DUCT AT 15' -4" A.F.F. EXISTING 24/14 MALL UCT AT 15' -4" A F.F. � I � r 11 1 I� 250 CF 10 "0 "A' 1 250 CFM 10 "o "A" 350 CFM 10 "o "A" 350 CFM 10 »o I »A„ 350 CFM 1350 CFM 0"�! "A" 350 CFFM 10 "o I "A" e 350 ICFM 250 CFM 10"O "A" 250 CFM 10 "o "A 350 CFM 350 CFM MATCHLINE NEW 6 "0 SUPPLY AIR DUCT DOWN TO DIFFUSERS IN CORRIDOR CEILING. Mechanical and Plumbing Plan SCALE: 1 /4' =1'-Qs NORTH D10 -3� s SEPARATE PERMIT AND APPROVAL REQUIRED i v 4 NECK AND RUNOUT SIZE. (SUPPLY TRANSITION AS REQUIRED TO CONNECT BRANCH DUCT AS SHOWN) m v E a 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group O � J Project Address The Buclde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions /� A I Dale 1 1 /17/10 �— — - Al2/15/1 0 CUSTOMER COMMENTS JS ru , A A 1 A 1 1 y*, ■ lix i • I 1 II I H MATCHLINE Mechanical and Plumbing Plan SCALE 114' = 1'-0' Continued r H '/* L LI fi fi OPEN L J ROOF JOIST LINE OF MECH UNIT (ABOVE) L3X3XI /4 FRAME AROUND ROOF OPENING – WELD TO JOISTS AND AT INTERSECTIONS L4X4XI /4 SUPPORT ® MECH UNIT (4 SIDES) – TOP OF L TO BE AT TOP CHORDS OF JOISTS – WELD ROOF BEAM OR GIRDER Roof Opening Reinforcement At New Rooftop Mechanical SCALE: NONE ROOF MOUNTING FRAME EXTENDS AROUND ENTIRE PERIMETER OF ROOF OPENING. RIGID INSULATION BY ROOFING CONTRACTOR 4"X4"X1/4 ANGLE BRACING & SUPPORT AROUND ENTIRE ROOF CURB OPENING AS REQUIRED BY TENANT CONTRACTOR. EXTEND TO ADJACENT JOISTS AND WELD TO TOP CHORD OF STEEL BAR JOIST. MECHANICAL SUBCONTRACTOR SHALL REPLACE THE FILTERS WHILE BUCKLE REPRESENTATIVES ARE ON THE JOB SITE DOING THE PUNCH OUT. MECHANICAL SUBCONTRACTOR MUST SHOW BUCKLE REPRESENTATIVES THE OLD FILTERS. PIO . ;41;41 . ❖. . ❖. . ❖. 4141. . ❖. ,4141 4141 ovo 4141.... 4141 ►4141 1,1 4141.. ........41.41 . ............4144........... .41. ►..:. 041• O`.•.`.`.❖.....`.`. 00• .41. ❖.ilUUUO ❖.`.•.`.`...`.41.`. ❖41`41•.` ROOF TOP UNIT BASE & SIDE (INSULATED AS INDICATED) NAILER STRIP FURNISHED WITH CURB. COUNTER FLASHING BY ROOFING CONTRACTOR. STRIP BY (4) #14O SCREWS CONTR. ROOFING MATERIAL kit SHOWN FOR REFERENCE ONLY. COORDINATE EXACT REQUIREMENTS WITH LANDLORD STRUCTURAL DRAWINGS. 1 4" (APPROXIMATE) EXISTING SHEET STEEL DECK ROOF CURB DETAIL SCALE: NONE MAKE TRANSITION FROM UNIT OUTLET SIZE TO DUCT SIZE IN VERTICAL DUCT SECTION. TRANSITION ANGLE < 45'. NON– DUCTED RETURN. PROVIDE RTU AND FULL PERIMETER SUPPORT DUCT STUB DOWN TO WITHIN 24" OF TURNING VANES REQUIRED IN SUPPLY MAIN. PROVIDE SPUTTER WITH VANES IN BOTH BRANCHES IF DUCT RUNS BOTH DIRECTIONS. Typical RTU Mounting /Ducting SCALE: NONE RTU ROOF R.A. DUCT S.A. DUCT S CEILING UTESTAT UTESTAT THERMOSTAT MOUNTED IN STOCKROOM. R.A. GRILLE FLOOR HVAC THERMOSTAT & SENSORS SCHEMATIC Nrs T Mechanical Plan Notes MECHANICAL CONTRACTOR TO INSTALL TRANE #WSC072E3 PACKAGED ROOFTOP UNIT W /BAYHTRW309A ELECTRIC HEAT. UNIT SHALL BE INSTALLED ON NEW ROOF OPENING WITH NEW FACTORY CURB. MECHANICAL CONTRACTOR TO SET UNIT TO DELVER 2100 CFM. MECHANICAL CONTRACTOR TO INSTALL TRANE #WSC072E3 PACKAGED ROOFTOP UNIT W /BAYHTRW309A ELECTRIC HEAT. UNIT SHALL BE INSTALLED ON EXISTING ROOF OPENING WITH NEW FACTORY CURB. MECHANICAL CONTRACTOR TO SET" UNIT TO DELIVER 2100 CFM. MECHANICAL CONTRACTOR TO INSTALL TRANE #WSC036E3 PACKAGED ROOFTOP UNIT W /BAYHTRE306 ELECTRIC HEAT. UNIT SHALL BE INSTALLED ON NEW ROOF OPENING WITH NEW FACTORY CURB. MECHANICAL CONTRACTOR TO SET UNIT TO DELIVER 1200 CFM. R/A GRILLE, TYPE 'B'. EXISTING TOILET ROOM TO REMAIN. CONTRACTOR SHALL CONNECT NEW FIXTURES TO EXISTING WATER, SANITARY WASTE AND VENT LINES SERVING OLD FIXTURES BEING REMOVED. NEW WATER CLOSET, LAVATORY AND WATER FOUNTAIN AS SCHEDULED. CONTRACTOR SHALL REPLACE INSTANTANEOUS WATER HEATER AND CONNECT TO EXISTING WATER LINES AND POWER AS REQUIRED. DYNELCO UTESTAT MODEL TME– LCS -2RS THERMOSTAT MOUNTED AT 48" A.F.F. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATING THE HVAC SYSTEM. DYNELCO UTESTAT MODEL THE –LCS -1 RS THERMOSTAT MOUNTED AT 48" A.F.F. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATING THE HVAC SYSTEM. CONTRACTOR SHALL REPLACE EXISTING EXHAUST FAN AND CONNECT TO EXISTING EXHAUST DUCT. AIR FLOW SHALL NOT FALL BELOW 10% OF DESIGN CFM AFTER AIR BALANCE. INSTANTANEOUS WATER HEATER MOUNTED BELOW LAVATORY. RS1 FOR ROOM TEMPERATURE MOUNTED ON R/A GRILLE. RS2 WITH PROBE MOUNTED ON S/A MAIN DUCTWORK TO MEASURE S/A TEMPERATURE SMOKE DETECTOR LOCATED IN R/A STREAM. INTEGRATE INTO THE THERMOSTAT CONTROL CCT. SO THAT WHEN ACTIVATED, THE BLOWER MOTOR ARE DE– ENERGIZED. (VERIFY THE REQUIREMENT FOR EXTENSION OF THIS CCT. TO LL'S FIRE ALARM SYSTEM. BID AS ALTERNATE.) BRANCH DUCTS SHOWN ARE INSULATED SHEET METAL AS DESCRIBED AT MS1. FLEXIBLE METAL DUCT MAY BE USED AT THE FINAL DROP TO THE DIFFUSER, BUT MAY NOT EXCEED A LENGTH OF 5' -0". IF THE DIFFUSER IS LESS THAN THAN 3' -0" FROM THE END OF THE RUN –OUT, FLEX DUCT CAN BE USED TO FORM THE ELL DOWN, PROVIDED THAT THE INSIDE RADIUS IS FIRMLY HELD TO THE SAME DIMENSION AS THE DIAMETER OF THE DUCT (r /d = 1.5). RUN MINIMUM OF 3/4" CONDENSATE DRAIN UNE TO HUB LOCATED IN TOILET ROOM. CONDENSATE WASTE FROM ALL UNITS CAN BE COMBINED INTO ONE DRAIN LINE MINIMUM SIZE 1". CONDENSATE TO BE RUN WITHIN CURB. NO PITCH PAN IS TO BE USED. M.S. SHALL REFER TO UTESTAT THERMOSTAT HANDBOOK AND TROUBLESHOOTING BOOKLET IN T.G.C. POSSESSION PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR SHALL LABEL THE T –STATS IN THE STOCKROOM. SALES 1, SALES 2, & STOCKROOM. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BUILDING STRUCTURE OR BUILDING UTILITIES CAUSED BY ANY SLAB PENETRATIONS. IT IS RECOMMENDED THE FLOOR BE X -RAYED PRIOR TO ANY SLAB PENETRATIONS. T.G.C. SHALL REFER TO SHEET A4 FOR EXACT GRID LOCATION OF CEILING RELATED EQUIPMENT. UTILITY SUB CONTRACTOR TO LOCATE EXISTING UTILITY EQUIPMENT, WHICH IS TO REMAIN (LANDLORD OR OTHER TENANT), ON AS –BUILT PLAN IN POSSESSION OF SUPERINTENDENT. UTILITY CONTRACTOR TO FORWARD INFORMATION TO THE BUCKLE INCORPORATED. REFER TO SHEET MS1 FOR AIR CONDITIONING SYSTEM AND DUCT SYMBOLS ALL DIMENSIONS SHOWN AT DUCTWORK IS CLEAR INSIDE. THIS WILL BE CLEAR WHETHER DUCT IS INTERNALLY INSULATED OR EXTERNALLY SLEEVED. QUESTIONS REGARDING THE SHIPPING AND DELIVERY OF THE AIR CONDITIONING EQUIPMENT SHALL BE DIRECTED TO LORI KOEPPE AT THE BUCKLE INC. • HVAC UNITS SHALL BE FURNISHED BY TENANT AND WILL BE SHIPPED TO THE MECHANICAL SUBCONTRACTOR. O THE THERMOSTAT IS SHIPPED DIRECTLY TO THE JOB SITE. THE ROOF CURB SHALL BE SHIPPED TO THE MECHANICAL CONTRACTOR. • SUBCONTRACTOR WARRANTIES LABOR FOR ONE YEAR. EXISTING 30/26 MALL DUCT AT 15' -4" A.F.F. EXISTING 24/14 MALL UCT AT 15' -4" A F.F. � I � r 11 1 I� 250 CF 10 "0 "A' 1 250 CFM 10 "o "A" 350 CFM 10 "o "A" 350 CFM 10 »o I »A„ 350 CFM 1350 CFM 0"�! "A" 350 CFFM 10 "o I "A" e 350 ICFM 250 CFM 10"O "A" 250 CFM 10 "o "A 350 CFM 350 CFM MATCHLINE NEW 6 "0 SUPPLY AIR DUCT DOWN TO DIFFUSERS IN CORRIDOR CEILING. Mechanical and Plumbing Plan SCALE: 1 /4' =1'-Qs NORTH D10 -3� s SEPARATE PERMIT AND APPROVAL REQUIRED i v 4 NECK AND RUNOUT SIZE. (SUPPLY TRANSITION AS REQUIRED TO CONNECT BRANCH DUCT AS SHOWN) m v E a 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group O � J Project Address The Buclde #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions /� A I Dale 1 1 /17/10 Description CUSTOMER COMMENTS By AQ Al2/15/1 0 CUSTOMER COMMENTS JS A , A A A 1 3 L c V s 45 0 cin DR DANIEL A. REEVES, P.E. 3100 E. Randol Mill Rd AMington, TX 76011 (817)633 -4200 FAX (817)633 -41 €3 Washington License $44016 crASSLn JAN 19 2011 PERMIT CENTER CUBIC FEET PER MINUTE QTY CFM 1 SIZE I mAn 1 1 DIFFUSER /GRILLE TYPE (REFER TO SCHEDULE) DIFFUSER/GRILLE TAG Drawn By (PDMS 100371) Appvid By AQ JS Sheet Title Mechanical and Plumbing Plan Sheet Number Mi 1 o 1 GENERAL THE GENERAL CONDFI1ONS OF THE GENERAL SPECIFICATIONS, ALONG WTfH ALL APPLICABLE INSTRUCTIONS TO BIDDERS, SHALL FORM A PART OF THIS SECTION OF THE SPECIFICATIONS. REFERENCE IS MADE TO REQUISITES FOR BIDDERS AND CONTRACTORS UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL BE CONSIDERED BINDING, UNLESS OTHERWISE NOTED, UNDER THIS SECTION. ALL WORK TO BE ACCOMPLISHED IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. ALL CHANGES MUST BE APPROVED IN WRITING BY PDMS. ALL COSTS INCURRED BY PDMS AS A RESULT OF UNAUTHORIZED CHANGES ARE THE RESPONSIBILITY OF THE INDMDUAL(S) MAKING THE CHANGE. SCOPE EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS BEFORE SUBMITTING HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH THESE DETAILS. ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY THE PACE OF THE GENERAL CONSTRUCTION. INSPECTION OF &TE ALL PROPOSALS SHALL ASSUME THAT CONTRACTOR IS FAMILIAR WITH JOB - SITE CONDI11ONS AND UTILITY LOCATIONS AND THE LACK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. I�nlatTs ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR INVOLVED. WHERE APPLICABLE. CODE REQUIREMENTS ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS OR AS DIRECTED BY THE OWNER, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, OR REGULATIONS OF THE GOVERNING BODIES, WHETHER SO SHOWN OR NOT, AND ALL MODIFICATIONS REQUIRED BY SUCH AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ANY ADDITIONAL COST TO THE OWNER. MAIMS AND WORLMNSFIP A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UNLESS OTHERWISE SPECIFIED SHALL BE NEW, AND FREE FROM ANY DEFECTS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND QUALITY UNLESS OTHERWISE SPECIFIED. B. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORK SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. AND ON COMPLETION, THE INSTALLATION SHALL BE THOROUGHLY CLEANED AND ALL DEBRIS PRESENT AS A RESULT OF THIS CONTRACT SHALL BE REMOVED FROM THE PREMISES. C. ALL MATERIALS USED IN A PLENUM RETURN MUST BE PLENUM RATED (CABLES, CONDUIT, WIRE, ETC) CODES AND REG(AT10NS EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN OR SPECIFIED. IF A SUBCONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, RULES AND REGULATIONS AND WITHOUT GMNG SUCH NOTICE, THE SUBCONTRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. PROTECTION OF WORK A® PROPERTY A. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S PROPERTY FROM INJURY OR LOSS ARISING FROM HIS WORK. HE SHALL MAKE GOOD ANY SUCH DAMAGE, INJURY, OR LOSS, EXCEPT SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HIS CONTROL AND NOT TO HIS FAULT OR NEGLIGENCE. HE SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS WELL B. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF THEIR EMPLOYEES ON THE JOB AND SHALL COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL BUILDING CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON OR ADJACENT TO THE PREMISES WHERE THE WORK IS BEING PERFORMED. EACH SUBCONTRACTOR SHALL MAINTAIN ALL INSURANCE REQUIRED TO PROTECT HIMSELF, OWNER AND TENANT FOR THE DURATION OF THE WORK AGAINST PROPERTY DAMAGE AND PUBLIC LIABILITY. 01ANGS N THE WORK THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. COOPERATION ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN CONJUNCTION WITH OTHER CONTRACTORS AND TRADES ON THIS PROJECT IN A MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE ADEQUATE TIME AT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. REFERENCE SHALL BE MADE TO THE OWNER FOR INSTRUCTIONS SHOULD ANY QUESTIONS ARISE BETWEEN TRADES AS TO THE PLACING OF LINES, DUCTS, CONDUITS, FIXTURES, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO REMOVE ANY GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE OF STRENGTH OF THE STRUCTURE. SUBSTITUTION OF MATERIALS MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS- WILL-BE- ACCEPTABLE, IF IN THE OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF A QUALITY AS GOOD OR BEIILIt THAN THE MATERIAL SPECIFIED, AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPENDABILITY, THE PURPOSE FOR WHICH THE ITEMS SPECIFIED WERE INTENDED. SHOP DRAWINGS SHOP DRAWINGS AND CATALOGUE DATA ON ALL MAJOR ITEMS OF EQUIPMENT AND SYSTEMS, AND SUCH OTHER ILLUSTRATIVE MATERIAL AS MAY BE CONSIDERED NECESSARY BY THE TENANT, SHALL BE SUBMITTED BY THIS CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING CONSTRUCTION. DRAWINGS AND SPECIFICATIONS THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS OF THE VARIOUS LINES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROWNG THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FfITINGS REQUIRED FOR A COMPLETE SYSTEM. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR IN ITEMS SHOWN ON CONTRACT DRAWINGS, THE SHOP DRAWINGS, DESCRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL RESPONSBRJTY THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY AND COMPLETE EXECUTION OF ALL WORK INCLUDED IN HIS CONTRACT. HE SHALL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PROVIDE ALL INCIDENTAL ITEMS REQUIRFD AS PART OF HIS WORK, REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR INDICATED. • ELECTRICAL • GENERAL 1. FOR ADDITIONAL ELECTRICAL INFORMATION SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS. 2. ALL BREAKERS TO BE BOLT DOWN TYPE. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT WITH PULL WIRE FOR TELEPHONE OR AS REQUIRED BY LOCAL PHONE CO. 4. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WIRING OF THE INTERLOCK SWITCH AND ALL CONTROLS FOR MOTORIZED OVERHEAD GRILLE. 5. THE ELECTRICAL CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE PLANS (ARCHITECTURAL, MEP, LANDLORD DRAWINGS AND DETAILS, ETC.) AND SHALL VERIFY EXISTING CONDI11ONS AT THE JOB SITE. 6. ENTIRE INSTALLATION SHALL BE PREPARED IN A FIRST -CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEMS SHALL BE FULLY OPERATIONAL ACCEPTANCE BY OWNER SHALL BE A CONDITION OF THE CONTRACT. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCES OR DISPUTES AMONG RESPECTIVE TRADES. 7. ALL NEW MATERIALS, WORKMANSHIP AND EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR AFTER SYSTEM ACCEPTANCE. 8. ALL WIRING SHALL BE IN CONDUIT AS REQUIRED BY LOCAL CODE AND SHALL BE CONCEALED WHERE POSSIBLE. WHERE EXPOSED; RUN IN STRAIGHT LINES PARALLEL AND /OR PERPENDICULAR TO BUILDING LINES. 9. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL MISCELLANEOUS ITEMS REQUIRED TO COMPLETE THE WORK. 10. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS BUT SHALL CONTACT THE OWNERS REPRESENTATIVE REGARDING ANY DIMENSIONAL DATA REQUIRED AND SHALL VERIFY EXACT LOCATION AND MOUNTING HEIGHTS OF ALL FIXTURES NOT SPECIFIED ON DRAWINGS OR DETAILS WITH TENANT'S REPRESENTATIVE PRIOR TO INSTALLATION. ELECTRICAL (Continued) 11. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES, LAMPS OR REPLACEMENTS THAT ARE NOT INDICATED ON DRAWINGS AS FURNISHED BY TENANT. TENANT TYPICALLY SUPPLIES ALL LIGHTING FIXTURES, EXIT SIGNS AND LAMPS. REFER TO ELECTRICAL DRAWINGS AND- SCHEDULES. ALL SUCH INSTALLATIONS AND HOOK -UPS ARE BY ELECTRICAL CONTRACTOR. 12. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL OR REMOVE AND REPLACE AS NECESSARY ALL DAMAGED LIGHT FIXTURES LENSES, LOUVERS, BAFFLES, HOUSING, ETC., RECEIVED ON JOB IN DAMAGED OR DEFECTIVE CONDITION, WITH REPLACEMENT UNITS. 13. THE ELECTRICAL CONTRACTOR'S CONTRACT, ALONG WITH THE PREVIOUS LISTED ITEMS, SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: WIRING, PANEL BOXES, TRANSFORMERS, SWITCHES, DUPLEX RECEPTACLES, SIGN TIME CLOCK, JUNCTION BOXES AND LABOR. 14. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL ITEMS NECESSARY TO COMPLETE THIS PROJECT AS DRAWN. 15. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND WIRING IN ACCORDANCE WITH LANDLORD'S DESIGN CRITERIA. 16. ELECTRICAL CONTRACTOR TO INSTALL TENANT PROVIDED "LOCK -ON" CUPS ON THE FOLLOWING CIRCUITS: - NIGHT/EMERGENCY LIGHTING CIRCUIT - BACKROOM UNIT HEATER - H.V.A.C. EQUIPMENT - TRANSFORMER - STOREFRONT SIGN ON TIMER - STOREFRONT LIGHTS ON TIMER - PAYCOUNTER RECEPTACLES - COMPUTER /FILE SERVER - SENSORMATIC SECURITY SYSTEM - ALL CONVENIENCE DUPLEXES - WATER HEATER - PHONE - OVERHEAD GRILLE (AS APPLICABLE) 17. IDENTIFY ALL EQUIPMENT AND APPARATUS WITH ENGRAVED BAKELITE NAMEPLATE OR IMPRESSED PLASTIC STRIP. 18. ELECTRICAL CONTRACTOR SHALL BALANCE THE LOADS ACROSS ALL PHASES AND SHALL PROVIDE A CIRCUIT DIRECTORY WITH TYPED CIRCUIT DESIGNATION CARD UNDER PLASTIC COVER ON THE INSIDE OF EACH PANEL DOOR. ELECTRICAL CONTRACTOR SHALL ALSO FURNISH AND INSTALL NAMEPLATE ON ALL DISCONNECT SWITCHES AND PANELS. ALL NEW ELECTRICAL MATERIALS, PRODUCTS AND EQUIPMENT (INCLUDING ALL COMPONENTS THEREOF) SHALL BEAR THE UNDERWRITER'S LABORATORIES LABEL AND MEET THE APPROPRIATE ASTM, NEC AND NEMA STANDARDS. 19. ONLY U.L APPROVED CUT -OUTS WILL BE PERMITTED IN DEMISING AND OTHER FIRE RATED PARTITIONS FOR ELECTRICAL CIRCUITS /SWITCHES, AND FOR ALL UTILITY PENETRATIONS. 20. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A TEMPORARY LIGHTING AND POWER SYSTEM FOR THE WORK OF ALL TRADES DURING CONSTRUCTION, AND SHALL REMOVE THE SAME PRIOR TO COMPLETION OF THE PROJECT. 21. TENANT'S ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO PROVIDE TEMPORARY POWER WITH GROUND FAULT PROTECTION FOR ALL POWER EQUIPMENT USED IN THE PREMISES. ALL TEMPORARY SERVICES ARE TO BE REMOVED UPON COMPLETION OF THE WORK AND PRIOR TO OPENING. 22. ELECTRICAL WORK (RECESSED DUPLEX OUTLETS, ETC. ) IS ALLOWED IN THE DMDING PARTITIONS BETWEEN TENANTS WHERE (1) NO WORK CONFLICTS WITH OR DAMAGES WORK PREVIOUSLY INSTALLED BY AN ADJOINING TENANT, AND (2) CODES AND BUILDING DEPARTMENT DO NOT RESTRICT PROPOSED WORK. 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL BLOCKING, CHAINS, HANGERS, ETC., AS NECESSARY TO SUPPORT LIGHTING SYSTEMS. 24. BUZZERS /PUSH BUTTONS A. BUZZERS AND PUSH BUTTONS SHALL BE EQUAL TO THOSE MANUFACTURED BY TRINE AND SHALL OPERATE FROM A 10 -16 VOLT TRANSFORMER ON THE STOCKROOM RECEPTACLE CIRCUIT. BUZZER SHALL BE TRINE 270. 8 -16 VOLT TRINE TRANSFORMER ( #107C, 121AC, 122C & 125C). 10 -16 VOLT OPERATION.RECOMMENDED WIRE SIZE OF #20 AWG. B. WHEN USED IN AN EXTERIOR CONDITION, THE PUSH BUTTON SHALL MEET NEMA STANDARDS FOR EXTERIOR OPERATION. C. BUZZERS SHALL BE MOUNTED ON THE WALL, (BENEATH THE CEILING) IN THE STOCKROOM AND ABOVE THE PAYCOUNTER IN THE SALES AREA. D. SIGNAL CONDUCTORS WIRING FOR ANNUNCIATOR DEVICES AND BETWEEN MULTIPLE DEVICES AND THEIR ACTIVATORS, SHALL BE ROUTED AND SHIELDED ACCORDING TO PREVAILING ORDINANCES. 25. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL CONNECTIONS TO OVERHEAD GRILLE INCLUDING, BUT NOT LIMITED TO, GRILLE MOTOR, ALL UNIT SWITCHES AND INTERLOCK SWITCHES. 26. ALL WIRING SHALL CONFORM TO THE STANDARDS OF THE NATIONAL ELECTRICAL CODE AND MEET ALL LOCAL REGULATIONS. 27. RECEPTACLES A. CONVENIENCE OUTLETS /RECEPTACLES SHALL BE NEMA 5 -15R RATED AT 125VAC/15A AS MANUFACTURED BY LEVITON, PASS AND SEYMOUR OR EQUAL RECEPTACLE FACE SHALL BE WHITE WITH A BRUSHED STAINLESS COVER PLATE. B. OUTLETS /RECEPTACLES FOR DEDICATED CIRCUITS WITH ISOLATED GROUNDS SHALL BE 20A /125VAC, NEMA 5 -20R AS MANUFACTURED BY PASS AND SEYMOR (OR EQUAL) WITH ORANGE NYLON RECEPTACLE FACE AND MATCHING ORANGE THERMO PLASTIC WALL PLATE WITH THE WORDS "ISOLATED GROUND" ENGRAVED THEREON.. ... C. ALL CONVENIENCE DUPLEX RECEPTACLES AND OVERHEAD GRILLE SWITCH PLATES SHALL BE LOCATED 15" A.F.F. UNLESS OTHERWISE NOTED ON PLANS. (NOTE MANAGERS DESK IS A PARTICULAR EXCEPTION) D. GROUND FAULT INTERRUPTER RECEPTACLES SHALL BE AS FOLLOWS: 1. FOR INTERIOR APPLICATIONS: INSTALL GFl RECEPTACLE DESIGNATED TO TRIP AT 5 MA IN 1 /30th OF A SECOND RATED AT 115VAC /20A WITH WHITE FACE AND STAINLESS STEEL COVER PLATE AS MANUFACTURED BY AND SEYMOR OR EQUAL . FOR EXTERIOR APPLICATIONS, INSTALL GFI RECEPTACLE AS DESIGNED FOR TRIP AND RATING ABOVE. RECEPTACLE SHALL BE MOUNTED IN A BOX RATED NEMA 3R AND SHALL HAVE COVER PLATE AS MANUFACTURED BY PASS AND SEYMOR OR EQUAL E. NO CONVENIENCE DUPLEX RECEPTACLES SHALL BE LOCATED ON CERAMIC 11LE OR A MIRRORED SURFACE UNLESS SPECIFICALLY REQUIRED BY CITY CODE. 28. LIGHT SWITCH BOXES - ENCLOSURE BOXES TO SERVE AS RECEIVER FOR VARIOUS LIGHT CONTROL SWITCHES (PER PLANS) MEET SAME CRITERIA AS FOR OUTLET /BOXES (ABOVE). ALL BOXES SHALL BE RATED FOR THE (AS A AMPERAGE! OF THE CIRCUIT BEING SWITCHED AND/OR AMEET AND MEET CODES AND ORDINANCES. 29. UGHT SWITCHES A. GENERAL -USE SNAP SWITCHES AS INDICATED ON PLANS ARE AS MANUFACTURED BY LEVITON, PASS AND SEYMOR OR EQUAL AND SHALL BE RATED AT 20A /125VAC. THE SWITCH FACE SHALL BE WHITE AND THE COVER PLATE SHALL BE BRUSHED STAINLESS UNLESS NOTED OTHERWISE. B. SNAP - SWITCHES USED TO CONTROL OUTLETS /RECEPTACLES SHALL BE OF THE HEAVY -DUTY TYPE RATED AT THE VOLTAGE /AMPERAGE INDICATED ON PLANS AND DIAGRAMS AND SHALL BE FURTHER QUALIFIED TO CONTROL MOTOR LOADS UP TO 2 H.P., UNLESS NOTED OTHERWISE, AS MANUFACTURED BY PASS AND SEYMOR OR EQUAL (WHITE BODY AND BRUSHED STAINLESS COVER PLATE) C. 277VAC /20A LIGHTING CIRCUITS WILL NOT BE CONTROLLED ON GENERAL -USE SNAP SWITCHES. 277/VAC FIXTURES WILL BE CONTROLLED FROM THE PRIMARY PANEL AS INDICATED AT RISER DIAGRAMS. THESE 1P20A CIRCUIT BREAKERS SHALL BE RATED FOR "SWITCHING - DUTY." l g -TANG AND POWER PADS ALL LIGHT AND POWER PANELS SHALL BE GENERAL ELECTRIC, SQUARE 'D' OR I -T -E UTILIZING BOLTED BREAKERS WITH INTERGRAL MAIN BREAKER. PROGRAMABLE TIMERS FOR LIGHTING AND STOREFRONT CIRCUITS SHALL BE INTERMATIC, MODEL #T7401B LIGHTING CONTACTORS SHALL BE CUTLER HAMMER #ECLO 3B 1A 9A. SLIP DOWN TRANSFORMERS STEP DOWN TRANSFORMERS SHALL BE EQUAL TO GENERAL ELECTRIC OR SQUARE 'D' 600 VOLT CLASS "DRY TYPE" SINGLE OR THREEPHASE PER PLANS. CLASS "R" INSULATION WITH MULTIPLE TAPS ABOVE AND BELOW RATED VOLTAGE. CONDUIT 1. ALL CONDUIT SHALL BE RUN CONCEALED IN FINISHED AREAS. ALL CONDUIT GROUND OR IN CONCRETE SLAB SHALL BE RIGID CONDUIT. ALL OTHER CONDUIT MAY BE "THIN WALL". ALL OUTLETS SHALL BE FLUSH MOUNTED. ALL CONDUITS SHALL BE RUN PARALLEL WITH AND AT RIGHT ANGLES TO THE BUILDING CONSTRUCTION AND SHALL BE LEVEL 2. CONTRACTOR WILL PROVIDE NECESSARY CABLES, JUMPERS, ETC. TO INSURE CONTINUOUS GROUND IN CONDUIT SYSTEM. 3. E.C.R.(S) REQUIRE(S) TRUE THREE WIRE DEDICATED AC LINES. THIS IS A TRUE GROUND NOT A NEUTRAL CONDUIT MUST NOT BE USED AS THE ONLY GROUNDING MEANS. 4. ALL WIRING CONDUITS, ETC. REQUIRED FOR THE PROPER CONTROL OF THE HVAC SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUB - CONTRACTOR. THE MECHANICAL SUB- CONTRACTOR SHALL SUPPLY THE CONTROLS AND WIRING DIAGRAMS TO THE ELECTRICAL SUB - CONTRACTOR. ALL UNITS SHALL BE PROVIDED WITH INDMDUAL DISCONNECTS AT EACH UNIT IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. ALL UNE VOLTAGE AND LOW VOLTAGE CONTROL WIRING SHALL BE IN CONDUIT PROVIDED AND INSTALLED BY THE E.C. • ELECTRICAL (Continued) • 5. ARMORED CABLE (TYPE AC) MAY BE USED FOR THE INTERCONNECTION OF MULTIPLE FIXTURES IN CLOSE PROXIMITY TO JUNCTION BOXES UNDER THE PROVISIONS OF ARTICLE 334 OF THE N.E.C. (2008) EDITION). 6. ° -WHERE °STORE -IS -ON -ANY LEVEL BUT GROUND LEVEL; THE-TENANT'S GENERAL CONTRACTOR SHALL RUN ALL CONDUIT FOR ELECTRICAL FLOOR OUTLETS, TELEPHONE FLOOR OUTLETS, TIGHT AGAINST THE UNDERSIDE OF THE SECOND FLOOR LEVEL THE SECOND FLOOR STRUCTURAL SLAB SHALL BE CORED AS REQUIRED TO INSTALL THESE ITEMS AT THE LOCATIONS SHOWN ON THE PLANS. 7. ALL TELEPHONE WIRE SHALL BE INSTALLED IN CONDUIT. ALL WIRE SHALL BE COPPER. 8. CATEGORY 5 TELEPHONE WIRE SHALL BE LUCENT #BC- 24AWG -4PR- CATS PLENUM RATED OR EQUAL FURNISHED BY TENANT. CONDUCTORS 1. NO ALUMINUM WIRING IS ACCEPTABLE. 2. NO. 10 AND SMALLER, SOLID CONDUCTOR, COPPER TYPES, 1W, THW, THWN, R, RH, RHW, WITH IDEAL WING NUTS, SCOTCHLOCK CONNECTORS. 3. NO. 8 AND LARGER, STRANDED CONDUCTOR, COPPER TYPES, THW, THWN, RHW, WITH SOLDER LESS BOLTED PRESSURE CONNECTORS. 4. FIXTURE WIRING, WIRING IN CHANNELS OF FLUORESCENT FIXTURES SHALL BE EITHER RHH OR THERMOPLASTIC "APPLIANCE WIRE" - 105'C COPPER (CSA TYPE THW). 5. MINIMUM SIZE, SHALL BE NO. 12 AWG, TYPE THWN, EXCEPT FOR CONTROL CIRCUITS. 6. ALL LOW VOLTAGE WIRING MUST BE RUN IN CONDUIT. OUTLET BODES OUTLET BOXES SHALL BE PRESSED STEEL KNOCKOUT TYPE CASE IRON WITH DRILLED, TAPPED, AND PLUGGED HOLES OR PVC. CAST IRON BOXES SHALL BE HOT DIPPED GALVANIZED OR SHERARDIZED. ALL BOXES SHALL BE OF PROPER CODE SIZE FOR THE NUMBER OF WIRES OR CONDUITS PASSING THROUGH OR TERMINATING THEREIN. STANDARD SIZE SHALL BE 4" SQUARE. EQUIPMENT DEMII: CATION 1. IDENTIFY ALL EQUIPMENT AND APPARATUS WITH ENGRAVED BAKELITE NAMEPLATE OR IMPRESSED, PLASTIC NAME STRIP. 2. FURNISH A TYPEWRITTEN CIRCUIT DIRECTORY CARD IN ALL LIGHTING AND POWER PANELS. OVERHEAD DOOR ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL CONNECTORS TO OVERHEAD DOOR INCLUDING BUT NOT UNITED TO DOOR MOTOR AND ALL LIMIT SWITCHES. GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL CHARGE TO THE TENANT. SYMBOL DESCRIPTION TEL CONDUIT (ELECTRICAL METAWC TUBING- E.M.T.) CONCEALED IN CEILING, WALLS OR ROUTED 11GHT TO THE UNDERSIDE OF FLOOR SLAB IF LEASED SPACE IS LOCATED ON A LEVEL ABOVE THE GROUND FLOOR. HOMERUN TO PANEL (PANEL ID & CCT ADDRESS AS SHOWN). CONDUCTORS CONTINUE IN E.M.T. TO OTHER EQUIPMENT ON CCT. CONDUIT (RIGID METAL CONDUIT- R.M.T.)_ CONCEALED IN SLAB. TELEPHONE SIGNAL CONDUCTORS IN CONDUIT W/ GALV. PULL WIRE B SIGNAL CONDUCTORS FOR BUZZER(S) /CHIME(S) IN EM.T. SURFACE MOUNTED FLUORESCENT FIXTURE -TYPE AS 1 INDICATED. CROSSHATCHING INDICATES A FIXTURE ON 24hr. 'LOCK -ON' CCT. O INCANDESCENT FIXTURE - TYPE AS INDICATED. RECESSED IN CEILING. FO "0- 0 $3 $4 $Gs# 0 INCANDESCENT FIXTURE - TYPE AS INDICATED. WALL MOUNTED. PORCELAIN LAMPHOLDER - CEILING MOUNTED. PORCELAIN LAMPHOLDER /W PULLCHAIN. JUNCTION BOX- EQUIPMENT CONN. & LOC. NOTED. JUNCTION BOX FOR STOREFRONT SIGNAGE. WALL SWITCH, SPST., AS SPECIFIED SHT MS1. WALL SWITCH, 3 -WAY, AS SPECIFIED SHT MS1. WALL SWITCH, 4 -WAY, AS SPECIFIED SHT MS1. WALL SWITCH, KEY OPERATED, LOC. AS NOTED. 'MULTIPLE GANG' SWITCHES, QUANTITIES AND CCTS. AS NOTED. LIGHT SWICH /SENSOR DISCONNECT SWITCH (DISC. SW.) FUSED /NON- FUSED. PROGRAMMABLE TIME CONTROL SWITCH. 0 THERMOSTAT AS SPECIFIED SHT MS1. c SINGLE RECEPTACLE OUTLET (SIMPLEX). DUPLEX RECEPTACLE OUTLET. FOURPLEX /QUADPLEX OUTLET. (I•) RECESSED FLOOR SIMPLEX. MAY APPEAR W/ DUPLEX / QUADPLEX SYMBOLS. SWITCHED DUPLEX. 'SW' MAY APPEAR W/ OTHER SYMBOLS. 'GROUND FAULT INTERRUPT'. 'GFI' MAY APPEAR W/ ANY RECEPTACLE SYMBOL WEATHER PROOF. 'WP' MAY APPEAR W/ OTHER SYMBOLS. TELEPHONE OUTLET. MOUNT AS NOTED. TELEPHONE OUTLET RECESSED IN FLOOR. SERVICE BUZZER, HEIGHT AS INDICATED. CHIME, MOUNT AS INDICATED. PUSHBUTTON, MOUNT AS INDICATED. MOTOR (LOCATION/EQUIP. AS NOTED) SMOKE DETECTOR IN RETURN AIR STREAM. SPEAKER, MOUNT AS NOTED. EXIT LIGHT. OSW OGFI v a L`'J ADDITIONAL CALCULATIONS/DIAGRAMS/DETAILS • ELECTRICAL LOAD SUMMARY LOAD TYPE CONNECT. LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) LIGHTING 19.4 1.25 24.2 RECEPTACLES 17.4 1.0 17.4 SHOW WIND RECEPT. 2.4 1.0 2.4 SIGN LIGHTING 1.2 1.25 1.5 H.V.A.C. 57.3 1.0 57.3 WATER HEATER 4.1 1.0 4.1 TOTAL 1 01 .8 4L 106.9 SERVICE SIZING LOAD = 106.9 KVA 0 120/208 -V, 3P,4W SERVICE AMPS = 297 AMPS 0 120/208 -V, 3P,4W SERVICE VOLTAGE DROP: 296 AMPS, LENGTH = 250 FT, #400 KCMIL WIRE, 3 -PHASE VOLTAGE DROP = 2 X LENGTH X RESISTANCE PER 1000 FT X CURRENT X 0.866 1000 VOLTAGE DROP = 2 X 250 FT X 0.0331 OHM /1000 FT X 297 AMPS X 0.866 1000 VOLTAGE DROP = 4.26 VOLTS UNE TO LINE = 2.05% 0 208V 3 -PHASE • PANEL CIRCUIT LOADING DIAGRAM NOTE: CIRCUIT 'B1', 'B2', '63', 'B4', 'B5', 'B6', 'B7', 'B8', 'B9', 'B11' & 'B18' MUST BE A MIN. #10 AWG. • P4►NFI 101 IREMCS ALL CONDUITS, REQUIRED FOR H.V.A.C. CONTROLS SYSTEMS SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. MECHANICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATING THE H.V.A.C. SYSTEM. - CONTROL WIRE SHALL BE BE #18 SHIELDED STRANDED UTILITY SUB CONTRACTOR TO LOCATE EXISTING UTILITY EQUIPMENT, WHICH IS TO REMAIN (LANDLORD OR OTHER TENANT), ON AS -BUILT PLAN IN POSSESSION OF SUPERINTENDENT. U11UfY CONTRACTOR TO FORWARD INFORMATION TO THE BUCKLE INCORPORATED. ITEM COAT N. C. 1 A B C 1 it C. COAT ITEM - •LLOWING ITEMS ARE THE TENANT'S RESPONSIBILITY, HOWEV THE LAN! :'• SHALL, AT HIS OPTION, SUBMIT TO THE T k" , FOR APPROVAL, A PR • • THE LANDLORD TO PRO ! E FOLLOWING UNDER FLOOR UTILITIES "1.... • ,NI - - DEPRESSIONS: `• .." R A. UNDER FLOOR ELEC • •- & TELEPH• - CONDUIT AND FLOOR BOXES. (EX .: "G WIRING AND RECEPTACLE . - B DEPRESSIONS FOR LOBBY FLOOR FINISHES. MS 3P/70A 1 RTU-1 1200 1350 900 71811x, 71811 7181 ,r, E WALL 900 APPROXIMATE LENGTH (FIELD VERIFY) MANAGERS OFFICE 2 L L 3- STORE FRONT TRACK ELECTRICAL PANELS AND BREAKERS , B n 700 2 EW.0 4L T/L L 5 - Ir, r, • r, 1200 976 E. C. R 6 ■/L 3P/70A 7 RTU -2 1050 I ,-, • PUSHBUTTON & BUZZER r, 1200 EXIT/EM/NL LIGHTS E. C. R 8 •/L L 9 --- In I 2 FINAL WIRING 1 600 SALES LIGHTS SENSORMATIC 10 1/L L 11 - ES . __Fr, 1384 r,+ 750 SALES 0 ARCHES BACK RM COMP. 12 •/L 3P/45A 13 RTU-3 STOCK AREA T 1000 1000 14 MICROWAVE 14 L L 15 - TOILET(S) T _____r, r_r, -.r, _r, 1r, -r, 16 REFRIGERATOR 16 L L 17 --- T ES 1080 ARCH LIGHTS GFI/RTU RECETPS 18 L 19 19 SPACE I m FINAL CONN. TO UGHT FIXTURES o-n n 720 ARCH LIGHTS PAYCNTR CONV RECEPT 20 L 2P /20A 21 I.W.H r,' 4% 1440 SALES RECEPTS 22 L L 23 - FINAL CONN. TO ELEC. WATER HEATER r,I 90 STOCK RM/OFFICE LIGH24 TIMER 24 L 2P/20A 25 I. W. H I n , 90 ,1 I 360 PHONE 26 1/L L 27 - TRACK LIGHTS 600 540 • STOCK RM WORK CENTER28 (-,1 L SPACE 29 SPACE L 29 540 240 n ALTERATIONS 30 L PLYWOOD PANEL BOARDS 31 SPACE- METALUX I r_r, -►n �_r, Tr, 1r, . n 720 4 BREAK /GIFT RECEPTS 32 L 2 33 SPACE - - 2760 8293 < TOTALS 6 SPACE 34 • 6441 1560 35 SPACE PHASE 'B' 7834 • 6634 1200 PHASE 'C' 7758 SPACE 36 T T 37 SPACE TOTALS 23593 T 1560 6441 PANEL 1B1 38 3P /100A 25741 39 SPACE__._ 3000 CONNECTED LOAD 1 23593 1200 6634 --- 40 L - 41 SPACE , . SALES 7518 --- 42 L 1 1 95 MHC70 /U /M /3K 240 1 1 - - DESIGNHOUSE 120 303CH TOTALS > 0 65638 - - 15570 20593 < TOTALS * PHASE 'A' 33817 ' 6441 27376• 1 HIGH PHASE 35380 VA LOW PHASE 32604 VA PHASE 'B' 35380 ' 6634 28746 PHASE 'C' 32604 • 7518 25086' 120 ELRG SALES DIFFERENCE 2776 VA 9X IS < 10X SO PANEL IS BALANCED TOTALS 101801 T 1 VA X FACTOR -> NEC LOAD 17 1 25741 CONTINUOUS LOADS 20593 X 1.25 -4 81208 NONCONTINUOUS LOADS 81208 X 1 -3 CONNECTED LOAD 1 101801 106949 WATTS AT 208 VOLTS / 3 PHASE L 297 AMPERES - _1 SERVICE IS 120/208 VOLT,- 3 PHASE; 4 WIRE PANEL SHALL BE RATED AT 400 AMPS WITH A 3 POLE 350 AMP MAIN BREAKER L = BREAKER WITH LOCK ON DEVICE VP = A NEMA 3R RATED DEVICE T = CIRCUIT CONTROLLED BY A TIMER CONTACTOR GFI = GROUND FAULT INTERRUPTIBLE ■ = DEDICATED CIRCUIT WITH AN ISOLATED GROUND CIRCUIT BREAKER RATINGS! 120V = 22, 000 A. I. C. ALL CIRCUIT BREAKERS ARE 1P /20A SWITCHING DUTY BOLT -111, UNLESS NOTED OTHERWISE ALL CIRCUIT BREAKERS FOR HVAC EQUIPMENT SHALL BE 'HACR' TYPE IDI /TEES ALL CONDUITS, REQUIRED FOR H.V.A.C. CONTROLS SYSTEMS SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. MECHANICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATING THE H.V.A.C. SYSTEM. - CONTROL WIRE SHALL BE BE #18 SHIELDED STRANDED UTILITY SUB CONTRACTOR TO LOCATE EXISTING UTILITY EQUIPMENT, WHICH IS TO REMAIN (LANDLORD OR OTHER TENANT), ON AS -BUILT PLAN IN POSSESSION OF SUPERINTENDENT. U11UfY CONTRACTOR TO FORWARD INFORMATION TO THE BUCKLE INCORPORATED. ITEM COAT N. C. 1 A B C 1 N. C. COAT ITEM - •LLOWING ITEMS ARE THE TENANT'S RESPONSIBILITY, HOWEV THE LAN! :'• SHALL, AT HIS OPTION, SUBMIT TO THE T k" , FOR APPROVAL, A PR • • THE LANDLORD TO PRO ! E FOLLOWING UNDER FLOOR UTILITIES "1.... • ,NI - - DEPRESSIONS: `• .." R A. UNDER FLOOR ELEC • •- & TELEPH• - CONDUIT AND FLOOR BOXES. (EX .: "G WIRING AND RECEPTACLE . - B DEPRESSIONS FOR LOBBY FLOOR FINISHES. RDI(S T/L 1 SIGN 1200 1350 900 I- ^ E WALL 3 APPROXIMATE LENGTH (FIELD VERIFY) SFBW WIN. REC 2 T/L T/L 3 STORE FRONT TRACK ELECTRICAL PANELS AND BREAKERS ■ B 2 SHOW WIN. REC 4 T/L 1 5 TRACK LIGHTS Ir, r, • 4 976 EXIT/EM/NL LIGHTS 6 L 5 7 TRACK LIGHTS 1050 I ,-, • PUSHBUTTON & BUZZER 702 EXIT/EM/NL LIGHTS 8 L 9 TRACK LIGHTS 900 750 750 750 750 900 900 750 In I 2 FINAL WIRING 858 SALES LIGHTS 10 UGHT FDCTURES & LAMPS 1 11 TRACK LIGHTS T ES :C 1384 SALES LIGHTS 12 SALES 0 ARCHES 3 13 TRACK LIGHTS Ir, n 4 STOCK AREA T SPACE 14 5 OFFICE 15 TRACK LIGHTS 1, . TOILET(S) T 780 FITTING RM LIGHTS 16 FITTING AREA T 17 TRACK LIGHTS lr, • T ES 1080 ARCH LIGHTS 18 1 ROUGH -IN TO LIGHT FIXTURES 19 TRACK LIGHTS I- ,, I m FINAL CONN. TO UGHT FIXTURES B 1089 ARCH LIGHTS 20 FINAL CONN. TO DISPLAY FIXTURES ES 21 TRACK LIGHTS 4 r,' 4% TRANSOM /P. COUNTER L22 5 FINAL CONN. TO HVAC EQUIPMENT 23 TRACK LIGHTS In 6 FINAL CONN. TO ELEC. WATER HEATER r,I 928 STOCK RM/OFFICE LIGH24 7 TEMP. CONTROL WIRING MS 25 TRACK LIGHTS 750 I n , - ,1 I 360 9 CONTACTORS 26 L F32T8 /SPX30 27 TRACK LIGHTS 600 4 n • 11 (-,1 B SPACE 28 TELEPHONE SYSTEM L 29 TOILET RM LIGHTS 240 n E 2 2 PLYWOOD PANEL BOARDS SPACE 30 METALUX I EQUIPMENT T "^ I I 1 4 - I 12 2 5 TOTALS > 12300 - 240 - - - 2760 8293 < TOTALS 6 CAT. 5 FROM J -BOX IN STOCKROOM TO PAYCOUNTER PHASE 'A' 8001 • 6441 1560 STEREO SYSTEM HIGH PHASE 8001 VA LOW PHASE 7758 VA PHASE 'B' 7834 • 6634 1200 PHASE 'C' 7758 • 7518 240 T T 5 DIFFERENCE 243 VA 3X IS < 10X SO PANEL IS BALANCED TOTALS 23593 T J NEC LOAD FIRE ALARM SYSTEM 1 VA X FACTOR - 3 1.25 25741 CONTINUOUS LOADS 20593 X --> NONCONTIMHIUS LOADS 3000 X 1 -> 3000 CONNECTED LOAD 1 23593 28741 WATTS AT 208 VOLTS / 3 PHASE L J 80 MPERES - SERVICE IS 120/208 VOLT; 3 PHASE; 4 WIRE PANEL SHALL BE RATED AT 100 AMPS WITH MAIN LUGS ONLY L = BREAKER WITH LOCK ON DEVICE WP = A NEMA 3R RATED DEVICE T = CIRCUIT CONTROLLED BY A TIMER CONTACTOR GFI =. GROUND FAULT INTERRUPTIBLE 1 = DEDICATED CIRCUIT WITH AN ISOLATED GROUND CIRCUIT BREAKER RATINGS! 120V = 10, 000 A. I. C. ALL CIRCUIT BREAKERS ARE 1P /20A SWITCHING DUTY BOLT -W1, UNLESS NOTED OTHERWISE ALL CIRCUIT BREAKERS FIR HVAC EQUIPMENT SHALL BE 'HACR' TYPE • • RESPONSIBILITY NOTES 1. 2. ALL CONDUITS, REQUIRED FOR H.V.A.C. CONTROLS SYSTEMS SHALL BE PROVIDED AND INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. MECHANICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATING THE H.V.A.C. SYSTEM. - CONTROL WIRE SHALL BE BE #18 SHIELDED STRANDED UTILITY SUB CONTRACTOR TO LOCATE EXISTING UTILITY EQUIPMENT, WHICH IS TO REMAIN (LANDLORD OR OTHER TENANT), ON AS -BUILT PLAN IN POSSESSION OF SUPERINTENDENT. U11UfY CONTRACTOR TO FORWARD INFORMATION TO THE BUCKLE INCORPORATED. 3. ELECTRICAL •, -,_ er "• : ' -•► : e- - CTRICAL CONNECTIONS TO OVER i1.1" - A.'; Rl :UT NOT LIMITED TO, DO•r .,e :- • 1I 'LL LIMIT SWITCHES AND RELATED 1 4. THE TENANT'S GENERAL CONTRACTOR (T.G.C.) SHALL RUN SERVICE CONDUITS AND PLUMBING LINES 11GHT TO THE BUILDING FIRST FLOOR STRUCTURE. THE FLOOR SLAB SHALL BE CORED AS REQUIRED TO INSTALL SERVICE STUBS, FLOOR BOXES, ETC... 5. - •LLOWING ITEMS ARE THE TENANT'S RESPONSIBILITY, HOWEV THE LAN! :'• SHALL, AT HIS OPTION, SUBMIT TO THE T k" , FOR APPROVAL, A PR • • THE LANDLORD TO PRO ! E FOLLOWING UNDER FLOOR UTILITIES "1.... • ,NI - - DEPRESSIONS: `• .." R A. UNDER FLOOR ELEC • •- & TELEPH• - CONDUIT AND FLOOR BOXES. (EX .: "G WIRING AND RECEPTACLE . - B DEPRESSIONS FOR LOBBY FLOOR FINISHES. 6. IF D• ' CALL FOR THE REUSE OF EXISTING EQUIPMENT TENANT'S GE CONTRACTOR SHALL VERIFY THAT UCH EQUIPMENT 6 IN PRO CORKING ORDER •' EKE THE REQUIRED, USE STEPS HE EQ ACC., C., i' . .1 ID IF REPLACEMENT IS D RE AS SPECIFIED ON THESE SCHEDULES. • SUCH ITEMS MUST M - � L GOVERNING CODES AND _ •1IARDS OF PRACTICE. TOTAL WATIS 2 LIGHTING FIXTURE SCHEDULE ELECTRICAL RESPONSIBILITIES • E - EXISTING C - TENANT GEM CONTRACTOR L - LANDLORD ES - ELECT SUBCONTRACTOR T - TENANT I MANUFACIURHt VOLTAGE MAIN ELECTRICAL SERVICE 2,4 1 MAIN ELECTRICAL SERVICE CONDUIT FROM LANDLORD'S ROOM TO LEASE PREMISES. E E TOTAL WATIS 2 MAIN ELECTRICAL SERVICE CONDUCTORS FROM LANDLORD'S ROOM TO LEASE PREMISES. E E WALL 3 APPROXIMATE LENGTH (FIELD VERIFY) 4 250 FEET ELECTRICAL EQUIPMENT CONTECH 1 ELECTRICAL PANELS AND BREAKERS T B 2 CONTACTORS & TIME SWITCH T ES 1 3 STEP DOWN TRANSFORMER - - 4 CONVENIENCE OUTLETS ES ES SALES 5 SIGN OUTLETS B ES 6 PUSHBUTTON & BUZZER ES ES FLOOR OUTLETS 1 EMPTY CONDUIT & FLOOR BOXES - SPD7INC /7400SG /BH27 ENTRY 2 FINAL WIRING - UGHT FDCTURES & LAMPS 1 1 CANOPY /LOBBY /ENTRY T ES 2 SHOW WINDOWS T ES SALES 0 ARCHES 3 SALES AREA T ES 4 STOCK AREA T ES 5 OFFICE T ES 120 6 TOILET(S) T ES 7 FITTING AREA T ES 72 8 EXIT LIGHTS T ES C6 WIRING & CONNECTIONS 4 1 ROUGH -IN TO LIGHT FIXTURES ES ES 2 FINAL CONN. TO UGHT FIXTURES B ES 42 3 FINAL CONN. TO DISPLAY FIXTURES ES ES C7 4 ANAL CONN. TO SIGN B ES 5 FINAL CONN. TO HVAC EQUIPMENT B B 1 6 FINAL CONN. TO ELEC. WATER HEATER B ES 17 7 TEMP. CONTROL WIRING MS MS 1 8 ROUGH -IN TO 0/H DOOR - - 9 FINAL CONN. TO 0/H DOOR - - F32T8 /SPX30 10 PAYCOUNTER FINAL CONNECTIONS B ES METALUX 11 PAYCOUNTER OUTLETS B B TELEPHONE SYSTEM 4 1 CONDUIT FROM LL MAIN SERVICE RM. TO SPACE E E 2 2 PLYWOOD PANEL BOARDS B B METALUX 3 EQUIPMENT T B 4 FLOOR BOXES & EMPTY 3/4" CONDUIT - 12 2 5 WALL BOXES & EMPTY 3/4" CONDUIT B B 6 CAT. 5 FROM J -BOX IN STOCKROOM TO PAYCOUNTER T B SALES STEREO SYSTEM 1 EQUIPMENT & SPEAKERS T T 54 2 WIRING T T 5 3 FINAL CONNECTION T T MURII- 70- 17 -E -W- CONTECH -120 -WW FIRE ALARM SYSTEM 1 CONNECTION TO LANDLORD'S FIRE ALARM SYSTEM ENS E MS 2 SMOKE DETECTORS EIMSVMS MHC70 /U /M /3K 3 HORNS AND /OR STROBES - - 120 , . • QUAN. TYPE MANUFACIURHt VOLTAGE CATALOG NUMBER LOCATION NOTES MOUNTING MMES TAMPS TOTAL WATIS LIMP SIZE RECESS. SURF. PEND. WALL QUAN. PER FIX. 4 A C1 CONTECH 120 CTL283DP ( WHITE) SHOW WINDOW * 4 1 75 75PAR30 /FL /H -120 4 C2 CONTECH 120 CTL2830B (BLACK) SALES * 4 1 75 75PAR30 /FL/H -120 4 C3 SPECTRUM 120 SPD7INC /7400SG /BH27 ENTRY * 4 1 75 75PAR30 /FL/H -120 3 C4 AMERLUX 120 CAVII- 17 -E -W- 120 -WW SALES 0 ARCHES * 3 1 75 MHC70 /U /M /3K 27 C5 CONTECH 120 RAN2020MH -X3 -P (WHITE) SALES 0 ARCHES * 81 3 72 20W PAR20 CMH 3 C6 FOCAL POINT 120 FGR- F1- 42- TT- E120C- 144 -NA -WD SALES 0 PAYCOUNTER * 3 1 42 F42 TBX /835 /A /4P /EOL 2 C7 HALO 120 H99T/999P PAYCOUNTER BACKBAR * 2 1 50 50W/ PAR 20 1 17 D METALUX 120 IC232- 120V -EB81 STOCKROOM 1,4 * e 34 2 58 F32T8 /SPX30 4 Di METALUX 120 IC232- 120V- EL4 -EB81 STOCKROOM 1,2,3,4 * 8 2 58 F32T8 /SPX30 6 F1 METALUX 120 SSL225- 120V -EB81 SALES 1 * 12 2 45 F25T8SPX30 54 M1 AMERLUX 120 SVA117017EWUNVW SALES 5 * 54 1 78 MHC70 /U /M /3K 5 M2 AMERLUX 120 MURII- 70- 17 -E -W- CONTECH -120 -WW SHOW WINDOW * 5 1 95 MHC70 /U /M /3K 65 M3 AMERLUX 120 MUM - 70- 17 -E -B -CONTECH - 120 -WIN SALES * 65 1 95 MHC70 /U /M /3K 2 N DESIGNHOUSE 120 303CH TOILET ROOM * 2 1 60 60WA19 17 P UTHONIA 120 ELRG SALES 2,3 * 17 1 8 8W INCANDESCENT (INCLUDED) 3 X SURE -CITE 120 EUS7OR EXITS 2,3 UNIVERSAL CANOPY INCLUDED 1 X1 SURE-LITE 120 EUR7OR EXITS 2,3 UNIVERSAL CANOPY INCLUDED . 11. 2. 3. 4. 5. EQUIP W/ ENERGY SAVING BALLAST AND LAMPS LUMINAIRE IS ON 24-HOUR CIRCUIT EQUIP / EMERGENCY BATTERY-P CKLOCBALLAST KED-0N) LAMP COLOR TEMPERATURE = 3000 IC FURNISH WITH ELECTRONIC BALLAST. . NAILOR FRAME KIT QUANTITY TAKE -OFF 24" X 24" AIR GRILLE KIT = 18 12" X 12" AIR GRILLE KIT = 5 • • ELECTRICAL RISER DIAGRAM ELECTRICAL SUBCONTRACTOR SHALL SUPPLY ALL FUSES REQUIRED IN DISCONNECT SWITCHES. 4 #4 THW IN 1 -1/4" C. 4 #4 THW IN 1 -1/4" C. ❑ f 100 AMP N.F. DISC. SWITCH AT RTU -1 G.F.I. OUTLET IN A WEATHERPROOF ENCLOSURE AT RTU -1 2 #12 THW WITH GROUND IN 1/2" C. I 100 AMP N.F. DISC. SWITCH AT RTU -2 lP - G.F.I. OUTLET IN A WEATHERPROOF ENCLOSURE AT RTU-2 \--2 #12 THW WITH GROUND IN 1/2" C. 4 #P THW IN 1" C. 60 AMP N.F. DISC. SWITCH AT RTU -3 G.F.I. OUTLET IN A WEATHERPROOF ENCLOSURE AT RTU -3 2 #12 THW WITH GROUND IN 1/2" C. ROOF LANDLORD DISTRIBUTION POWER. VERIFY IN FIELD. EXISTING 4 #400 KCMIL IN EXISTING 4" C. TO REMAIN. VERIFY IN FIELD. NEW 42 CCT. PANEL 0 Duo -3i s 7 -DAY PROGRAMMABLE TIMER /CONTACTOR FOR STOREFRONT CIRCUIT #'S B1, B2, B3 & B4. NEW 30 CCT. PANEL 4 #3 THW IN 1 -1/2" C. CITYRRMA JAN 19 2011 PERMIT CENTER FLOOR ANY ALUMINUM WIRING THAT IS DISCOVERED DURING ELECTRICAL RECONFIGURATION SHALL BE REMOVED FROM THE PREMISES AND REPLACED WITH COPPER CONDUCTORS. TENANT'S ELECTRICAL CONTRACTOR SHALL INSTALL ALL ELECTRICAL CIRCUITS PER THE NUMBER SHOWN AT THE PANEL LOADING DIAGRAM. NO DEVIATIONS ARE ALLOWED EXCEPT WITH WRITTEN APPROVAL FROM TENANT'S HOME OFFICE REPRESENTATIVE. SEPARATE PERMIT AND APPROVAL REQUIRED drs d82lign Vr®U 3100 -East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group i CD C O■ • C C . U 0.. _ 0 i M in - o :2 cri c.w0 0h�hif,N.r. ...Ne V C 0 a. in 1 1- CO a .... it, O. •- =O N.O z W • • 1)Z�� OS"�200 VON v v Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions /I \11/17/10 Date Desaiption CUSTOMER COMMENTS By AQ A A A A A 1 3 co L c V ..1:: D 0 cr) DR DANIEL A. REEVES, P.E. 3100 E. Randol Mill Rd Arlington, TX 76011 (817)6334200 FAX (817)633 -4153 Washington License #44016 Drawn By (PDMS 100371) AQ Appvid By JS Sheet Title Electrical Schedules and Specifications Sheet Number ES1 1of 1 r DESCRIPTION r �u 0 EF -1 II II VOLTAGE ■i,1 - MAP POLES PANEL EF -1 1 CUTTER HAMMER ►;v , NEAT_ _ L 0 B29 1- r r L D \` X 1- D 2 ■ ON B24 120 ECLO 30 1A 9A r DESCRIPTION QUIW. • VOLTAGE CATALOG NUMBER CONTROW33 LOCATION & maws MAP POLES PANEL LIGHTING CONTACTORS (C1) 1 CUTTER HAMMER 120 ECLO 30 1A 9A _ L 30 9 B 1 ■ CUTTER HAMMER 120 ECLO 30 1A 9A TRACK, PAYCOUNTER, ARCH B23, B25, B27, B18, B20, B22 30 9 B D ■ 111 ■ ■ �. _ (410 D1 B8 AW -) D ■ ■ ■ D ■ ■ B 2 4 D ll ■ ■ ■ ■ MATCHLINE IL Lighting Pion ® SCALE 1/4' = 11-06 Continued UGHT CONTACTOR SPECIFICATIONS DESCRIPTION QUIW. MANUFACTURER VOLTAGE CATALOG NUMBER CONTROW33 LOCATION & maws MAP POLES PANEL LIGHTING CONTACTORS (C1) 1 CUTTER HAMMER 120 ECLO 30 1A 9A B5, B7, B9, 811, B13, B15, B17, B19, B21 30 9 B LIGHTING CONTACTORS (C2) 1 CUTTER HAMMER 120 ECLO 30 1A 9A TRACK, PAYCOUNTER, ARCH B23, B25, B27, B18, B20, B22 30 9 B * NOTE: CONTACTOR FOR HID LIGHTING B5 5 B7 5 B9 5 B11 5 B135 B155 B175 B195 B21 5 C1 O 0 O 0 0 0 0 0 O 0 0 0 O 0 Z Z 2 z Z C2 B23 5 o 0 B25 S o 0 B27 5 0 0 B185 0 0 B20 5 0 0 B22 5 0 0 5 0 0 0 0 0 0 O SWITCH "d" IN SALES AREA TO CONTACTOR C1 Lighting Control Panel Diagram Scale: None 1 SWITCH GANG L SWITCH "e" IN SALES AREA TO CONTACTOR C2 B10 B12 B16 CONTACTOR 'C1' CONTACTOR 'C2' TRACK, ARCH, PAYCNTR. – SALES AREA TRACK LIGHTS – SALES AREA LIGHTS TYPE 'M1' – FITTING ROOMS LIGHTS TYPE 'M1' – SALES AREA LIGHTS TYPE 'M1' – SALES AREA Lighting Control Diagram NO SCALE RECESSED EMERGENCY /NIGHT DOWN UGHT. ALL 'P' LIGHTS ARE ON A 24 HOUR 'LOCK –ON' CIRCUIT. FIXTURE IS EQUIPPED WITH BATTERY PACK BALLAST FOR EMERGENCY LIGHTING. SURFACE MOUNTED STRIP FLUORESCENT FIXTURE –TYPE AS INDICATED. CROSSHATCHING INDICATES A FIXTURE ON 24 HOUR 'LOCK –ON' CCT. FIXTURE IS EQUIPPED WITH BATTERY PACK BALLAST FOR EMERGENCY LIGHTING. H EXIT LIGHT ON 24 HOUR 'LOCK –ON' CCT. FIXTURE IS EQUIPPED WITH BATTERY BACK –UP. REFER TO SHEET ES1 FOR OTHER FIXTURE DESIGNATIONS TENANTS ELECTRICAL CONTRACTOR SHALL INSTALL ALL ELECTRICAL CIRCUITS PER THE NUMBER SHOWN AT THE PANEL LOADING DIAGRAM. NO DEVIATIONS ARE ALLOWED EXCEPT WITH WRITTEN APPROVAL FROM TENANTS HOME OFFICE REPRESENTATIVE. ALL 4 FT. FLUORESCENT LAMPS FOR 'D' AND D1' TYPE FDCTURES MUST BE PLACED IN UNBREAKABLE SLEEVE. NOTE: ALIGN LIGHTS IN CLOUDS AND TRACK LIGHTING FRONT TO REAR AND LEFT TO RIGHT. NOTE SCHEDULE OSTAGGER STRIP MOUNTED IN UGHT TROUGH. OLIGHT SWITCHES SHALL BE 'WATTSTOPPER WA -100' TYPE MOTION SENSOR, SUPPLIED BY THE TENANT. 0 48" STRIP FLUORESCENT FIXTURE INSIDE ENTRY SOFFIT. LOCATE SWITCH NEAR ACCESS. 0 LIGHTING SWITCHES MOUNTED AT 48" A.F.F. General Notes 1. ALL SALES ROOM LIGHTING NOT ON A TIMER IS TO BE CONTROLLED BY SWITCHABLE CIRCUIT BREAKERS. 2. STOCKROOM LIGHTING IS TO BE CONTROLLED BY SWITCHABLE CIRCUIT BREAKERS, UNLESS NOTED OTHERWISE ON PLAN. - _ r WA WM" 1 1 rall WI III WA I ON 'ti Z I 61' . 1 I 1 <GOININI ■ D D I PI p p �–' D1 = f�r1 i!�1 815 • – i!�1 i!E1 al f!�1 GL� i!�1 Gel GL� i!h1 GL� i!� i!t:�l irii 1 al _ A �R�. ® +1�1 lrar'1 ■err ��rr� _��r�r—��r�s�►�r�-- �w�rrlw I B7 �w�rri��rrir �rrr ��r� �rr��rrr� ��rr1' I — ON — — — — - - - - - - - I ( i -- -- — I�i> Bs _ __ , 1 7 ■ B24 t 10 *W e) Apolp...winim ' ' WV W 1 1 a pe w Wl► tL1 *L ur l ) M. 1 11 ■ 1 > D m LA ..._ D D D D 1111 IN Ilin X 1310 l P!U' . PLAICE STOREFRONT LIGFii1NG ■ �!!� I �VIF/ ® ( #10 AWG) ® 1 1 ri, ON ® ® © 1 I I i� ON I B10 I a. 810 ® Q� �> – CIRCUIT f'SBSONATWIBL �! � ;. it I X AIL EECTWCAL T RACK FD(TURES, ® i� I i I TRACK, E�ACCESSORIEi LOCAT® IN ON , ``� —j igir t i G V S -4 SHOW WINDOW ARE TO BE WHITE 88 1 111 I G� r <� 1 912 ` 1 1 I I ALL EIOT LIGHTS ARE MOUNTED ON ■ �' IE ►;iiI –, ► _ � � E W AI DOOR UNLESS . in, _ D1 (f0 � " I °. I' a JI E ill ,E 14101. I B27 !UI I ._ —7- ■ - 822 I (iii > ' 6--- -.......... i .4., , a of Er aid <0 I \A �A oNM01111.........%4111 lwaffliiiiim _______ 0 \. Ili _ _.__ �rw��r�w.� itillifillig � w�_�� ill e.�_��w.� 811 : • ��.�wr.�� _` —w�_�.w. ��> lid I�Ti�i� I 1 A G .u� ��.w.� ... t, `' z �r .� ... ® r (# �) ;' 10 A t ;l 1 � ' I 1 IMO ur- — I 1— I I 1 �r �r rr �r �r � 3 10 AWG WI MI KM •: ® I' B21 ION ■ 1 1 III �� B19 `_ — - X10 B5 i <© .l H ! i �O B25 820 1 ■ ■ I MATCHLINE bto3L s B3 (#10 AWG) SEPARATE PERMIT AND APPROVAL REQUIRED cmtRFIRALA JAN 19 2011 PERMIT CENTER u c drs design grou Ip 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is fumished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group b 1= Og- ■ Oca • •C 0 •2 IA it.) !a: coo `.Q � es, cu.!! ix aFE D e C m ognin -S F-• c .- =inN43 Z V1 W s Z M 4:1 co M thlli Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions Date D Description B By A A A A A MATCHLINE bto3L s B3 (#10 AWG) SEPARATE PERMIT AND APPROVAL REQUIRED cmtRFIRALA JAN 19 2011 PERMIT CENTER u c drs design grou Ip 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is fumished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group b 1= Og- ■ Oca • •C 0 •2 IA it.) !a: coo `.Q � es, cu.!! ix aFE D e C m ognin -S F-• c .- =inN43 Z V1 W s Z M 4:1 co M thlli Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions /i \ C Date D Description B By A A A A A N ■O ILO N W �Z� zD u� V) cn F� 1 3 415 c V D 0 1) DR DANIEL A. REEVES, P.E. 3100 E. Randol Mill Rd Arlington, TX 76011 (817)633 -4200 FAX (817)633 -4153 Washington License # tr41,3s7" Drawn By (PDMS 100371) AQ Appv d By JS Sheet Title Lighting Plan Sheet Number E1 1of2 G.F.I. 48" A.F.F. A21 A23 A227 G.F.I. 48" A.F.F. 3 A**. A4 u J –BOX AT 48" & ABOVE CEIUNG WITH 1/2' CONDUIT FOR SENSORMATIC CAMERA L CABLE TO VCR Al 8 E TELEPHONE LINES DO NOT NEED A J –BOX J –BOX AT 48" WITH 1" CONDUIT FOR TERMINATION OF CAT 3 AND CAT 5 CABLE. (REF: O® 4r NEW PANEL 'B' L NEW PANEL 'A' / OTELEPHONE 9 CONDUIT UNE 1° UNE 2- UNE 3- (3) PHONE JACKS FOR (3) ONES (REF: PHONE PANEL J –BOX AT 48" WITH (2) 1/2" CONDUITS FOR TERMINATION OF TELEPHONE ONES FROM PHONE PANEL (REF: O ) LINE 2 ► UNE 1 A26 A24 B26 A30 1- A2 1 1 ■ CONTACTORS TIMER �� ■ OW VOLTAGE WIRING FROM BUZZER IN STOCKROOM (ON CCT A18) 1 MATCHLINE = = = - = = = = =1 == = = =1-_= 1 • 1 = = , == = =F == 1 60 DI AT ON Al 8 ELECTRICAL PANELS AND TRANSFORMER (2) 1/2" CONDUITS FROM DEMARK TO J –BOX AT STOCKROOM COMPUTER. TELEPHONE DEMARK 1" CONDUIT RUN WITH CAT -5 AND CAT -3 PROVIDED BY BUCKLE. SINGLE GANG BOX IN OFFICE OFFICE D 6" BOXr 0 U a v ❑ ❑ 4 PLEX SINGLE GANG BOX STOCKROOM COMPUTER DATA CABLE SCHEMATIC 4 PLEX INSTALLED ON ITS OWN CIRCUIT AT BACKBAR UNDER REGISTER WELL 4PLEX CIRCUIT WILL NEED TO BE ON CONTINUOUS AND WILL NEED A LOCK ON BREAKER. BACKBAR 4 PLEX C FRONT WRAP CONDUIT WITH PULL STRING FROM BACKBAR TO THE FRONT OF CASHWRAP. (B) A7 All ON A32 ON Al 8 MICROWAVE REFRIGERATOI Al 4 A16 100 AMP NON –FUSED DISC. SWITCH AT RTU -2 GFl MAINTENANCE RECEPTACLE IN WEATHER PROOF ENCLOSURE LOCATED AT RTU -2 A32 BACKROOM LINE 1—. COMPUTER LN 2 M2-- 7 A28` OUTLET MOUNTED AT 60" A.F.F. FOR STEREO 7 AMP NF :. SWITCH RTU -3 GF1 MAINTENANCE RECEPTACLE IN WEATHER PROOF ENCLOSI4RC —. LOCATED AT RTU -3 1 L (3) PHONE UNES /T6 SINGLE GANG BOX AT LOCATION Of BACKROOM COMPUTER. PHONE UNES To THIS BOX BY BUCKLE REP (REF: KITE ®)1— 1 DATA CABLE (CAT.5) FURNISHED BY TENANT &INSTALLED BY E.S. A6 A20 LINE 1 & 2 A8 u TT O O A 111 I I I I I E • �s, '1111117-I 111 1 1 > 2; X11;' ;10! 2 O ENL4RGED PAYCOUNTER waE NONE J Cs -� o T SINGLE GANG1 BOX AT ITHE COMPUTER. 3/4" CONDUIT RUNNING COFIT1N000SIfY FROM SINGLE GANG BOX BEHIND COMPUTER UP DEMISING WALL TO ABOVE CEIUNG THEM DOWN WALL TO TELEPHONE DMARK. PROVIDE WFfI j PULL STRING. PULL FOR TELEPHONE CABLE TO BEI BY BUCj(LE REPRESENTATIVE. 6" J –BOX IN I WALL BF]IIND THE COMPUTER. J –BOX HAS A (2) 14 CONDUFS CONTAINING CAT 5 CABLE COMING IN A 1 CONTINUOUS RUN FROM PAY COUNTER TRENCH AND IA CON11I000S 1" CONDUIT CONTAINING A CAT 5 ANI CAT 3 QABLE UP THE DEMISING WALL, TO ABOVE THE CEIUN(} AND THEN TO THE OFFICE. WALL,_ L_ – 1" CONIUITS Fait SPEAKER WIRE MOUNT J –BO ABOVE CEILING & 2ND J –BOX 60" A.F.F. NEXT TO ELECTRICAL gUTLEF B22 (TYPICAL) r a DATA CABLE (CAT.5) FURNISHED BY TENANT & INSTALLED BY ES. A6 A8 i L I J i \ / \ / 2 ® ® 10 ® CT_Us_1— —1 1 Power Plan Notes OINSTALL BUZZER ON THE FACE OF THE CLOUD BELOW THE CEIUNG FACING THE STORE FRONT NEAR PAYCOUNTER IN SALES AREA AND IN THE STOCKROOM AND CONNECT TO PUSHBUTTON AT SERVICE DOOR. OOUTLETS IN PAYCOUNTER ARE WIRED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ROUTE THE CONDUCTORS IN EMT DOWN THE WALL FROM THE J –BOX AND STUB –UP IN THE VICINITY OF THE PAYCOUNTER. PIGTAIL SHOULD EXTEND AT LEAST TWELVE FEET (FLEX CONDUIT) TO FACILITATE CONNECTION TO THE OUTLETS. ALL CONDUIT SERVING OUTLETS IN PAYCOUNTER SHALL RUN ON SLAB UNDER CABINETRY. 5a 5b 9 10 m J –BOX FOR INSTANTANEOUS WATER HEATER MOUNTED BELOW LAVATORY. TELEPHONE UNE DESIGNATIONS: UNE 1: VOICE COMMUNICATIONS UNE 2: CREDIT UNE UNE 3: DATA COMMUNICATIONS (P.O.S.) ROUTE PHONE CONDUIT TO SINGLE J –BOX NEXT TO 6" DATA CABLE BOX BEHIND THE STOCKROOM COMPUTER. DYNELCO LTESTAT MODEL TME– LCS -2RS THERMOSTAT MOUNTED AT 48" A.F.F. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATING THE HVAC SYSTEM. DYNELCO LITESTAT MODEL THE –LCS -1 RS THERMOSTAT MOUNTED AT 48" A.F.F. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING REQUIRED FOR OPERATNG THE HVAC SYSTEM. PUSHBUTTON AT 48" A.F.F. FOR SERVICE DOOR, CONNECT TO BUZZER AS INDICATED. REFERENCE SHEET A9 FOR OUTLET AND J –BOX LOCATIONS ALL OUTLETS TO BE WHITE OUTLEF FACE WffH STAINLESS STEEL COVER PLATES UNLESS OTHERWISE NOTED. TWO (2) 1/2" CONDUIT FOR EXTENSION OF TELEPHONE SYSTEM SHALL BEGIN AT TELEPHONE BLOCK AND SHALL EXTEND TO J –BOX AT BACKROOM COMPUTER. RUN CONDUIT FROM PHONE BOX TO COMPUTER ONLY. 3/4" CONDUIT THEN FROM COMPUTER TO MANAGER'S OFFICE AND FROM COMPUTER TO PAYCOUNTER. ROUTE (2) 1/2" CONDUITS FROM DMARK TO SINGLE J –BOX LOCATED BEHIND THE STOCKROOM COMPUTER WffH PULL STRING. PULL FOR CABLE TO BE BY BUCKLE REPRESENTATIVE. ELECTRICAL SUBCONTRACTOR TO RUN THE 6 –PAIR PHONE WIRE AND CAT 5 CABLE FROM THE STOCK ROOM COMPUTER TO THE MANAGER'S OFFICE IN THE SAME 1" CONDUIT. BOTH CABLES WILL BE SUPPUED BY THE BUCKLE AND CANNOT BE SUBSTITUTED. ELECTRICAL SUBCONTRACTOR SHALL LEAVE A MINIMUM OF 12 FEET SERVICE LOOP AT EACH END OF EACH CABLE. CONTACT TENANT REPRESENTATIVE FOR INSTRUCTIONS TO WIRE CASHWRAP LIGHTS AND WIRING. ACCESS PANEL IS NOT CENTERED UNDER COUNTER CABINET. CAT 5 CABLES: (1 SET OF (4) RED CAT 5 AND 1 SET OF (2) WHITE CAT 5), WITI-I MINIMUM 12 FEET SLACK AT EACH END, DO NOT CUT, FROM CASHWRAP TO STOCKROOM COMPUTER. DO NOT INSTALL UNTIL BUCKLE REP. IS ON SITE AT PUNCH OUT. ELECTRICAL CONTRACTOR SHALL REFERENCE ARCHITECTURAL SHEET A9 FOR EXACT LOCATIONS OF J– BOXES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE BUILDING STRUCTURE OR BUILDING UTILITIES CAUSED BY ANY SLAB PENETRATIONS. IT IS RECOMMENDED THE FLOOR BE X -RAYED PRIOR TO ANY SLAB PENETRATIONS. TENANTS ELECTRICAL CONTRACTOR SHALL INSTALL AU. ELECTRICAL CIRCUITS PER THE NUMBER SHOWN AT THE PANEL LOADING DIAGRAM. NO DEVIATIONS ARE ALLOWED EXCEPT WITH WRITTEN APPROVAL FROM TENANTS HOME OFFICE REPRESENTATIVE. THE GENERAL CONTRACTOR AND MECHANICAL SUB - CONTRACTOR SHALL VERIFY AND INCLUDE IN THEIR FINAL BID ALL LIFE SAFETY, SMOKE/FIRE ALARM SYSTEMS NEEDED TO BRING TENANTS SPACE COMPATIBLE WITH THE LANDLORD'S SYSTEM, AND CURRENT WITH LOCAL AND STATE CODES. FAILURE TO DO SO SHALL RESULT IN NO EXPENSE TO THE TENANT. MOUNT ALL RECEPTACLES AT 15° A.F.F., MEASURED AT THE CENTERLINE UNLESS OTHERWISE NOTED. TRENCH SLAB FCR (3) – 3/4" AND (2) 1" CONDUITS. ONE 3/4" 12 CONDUIT IS FOR FUTURE USE. TWO 3/4" CONDUIT ARE FOR E.C.R. CIRCUITS. THE (2) 1" CONDUIT IS FOR DUAL CAT. 5 DATA CABLE W /PULL WIRE THAT IS ROUTED TO COMPUTER IN STOCKROOM. THd (2) 1" CONDUIT SHALL RUN FROM FRONTWRAP TO DEMISING W UP TO A J –BOX ABOVE THE CEIUNG. REFERENCE DET L 2>D A10 REGARDING TRENCH. t J –BOX AND 3/4" CONDUIT W/ PULL WIRE FOR CONNEICTION TO SENSORMATIC. SEE ARCHITECTURAL SHEETS FOR DETAILS. 132 ( #10 AWG) SHOW WINDOW RECEPTACLE LOCATED IN SOFFIT ON TIMER WITH WHITE COVER PLATE SENSORMATIC DISPLA1 PANEL MOUNTED TO BACKSIDE OF SOFFIT OUTLET AT TOP OF SOFFIT FOR SENSORMATIC. (LOOK AT THE A5 SHEET FOR LOCATION OF THE ALARM PANEL) L J \ Al \ A3 ON 100 AMP NON –FUSED DISC. SWITCH AT RTU -1 GFl MAINTENANCE RECEPTACLE IN WEATHER PROOF ENCLOSURE LOCATED AT RTU -1 1- L - - -J - - -J N rd 01 B1 ( #10 AWG) JBOX FOR STOREFRONT SIGNAGE. PLACE ON TIMER. Al 8 IMATCHLINE Power Plan SCALE 1/4' = 11-0' bt B4 ( #10 AWG) SHOW WINDOW RECEPTACLE LOCATED IN SOFFIT ON TIMER WITH WHITE COVER PLATE SEPARATE 4 PERMIT AND APPROVAL REQUIRED aTIMRLA JAN 19 2011 PERMPfCENTER u v CN G 3100 East Randol Mill Road Arlington, Texas 76011 817.633.4200 p • 817.633.4153 f This document contains information proprietary to PDMS Design Group and is furnished in confidence for the limited purpose of evaluation, bidding, review, or construction. This document or its contents may not be used for any other purpose and may not be reproduced or disclosed to others without the prior written consent of PDMS Design Group 1 A A P2 g Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 11/11/10 Revisions /i \11 Dale /17/1 0 Description CUSTOMER COMMENTS By AQ A A A A A el5 1 c V s D 0 v) DR DANIEL A. REEVES, P.E. 3100 E. Randol Mill Rd Arlington, TX 76011 (817)633 -4200 FAX (817)633 -4153 Washington License #44! 16 Drawn By (PDMS 100371) Appv d By AQ JS Sheet role Power Plans Sheet Number E2 of 2 GENERAL REQUIREMENTS 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB-TRADES. 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (LATEST, ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. 8. ALL SUB - CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND /OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND /OR HIS SUB- CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN SECTION 1702. SEISMIC FACTORS IMPORTANCE: OCCUPANCY: Ss: 51: SITE CLASS: SDs: SD1: SEISMIC D.C.: WIND 1.0 1.42 0.487 D 0.948 0.491- D BASIC VELOCITY: 85 M.P.H. (3 -SEC GUST) EXPOSURE: C METAL STUDS, JOISTS, & ACCESSORIES 1. GALVANIZED STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A446 GRADE D (Fy= 50KSI) FOR 12, GAUGE, ASTM A446 GRADE D (Fy= 50KSI) OR ASTM A446 GRADE A (Fy=33KS1) FOR 14 & 16 GAUGE, AND ASTM A446 GRADE A (Fy=33KS1) FOR 18 GAUGE AND LIGHTER FOR THE ITEM AND USE INTENDED. GALVANIZED COATINGS MUST MEET THE ASTM A525 SPECIFICATIONS. 2. CARBON SHEET STEEL MUST MEET THE MINIMUM REQUIREMENTS OF ASTM A570 GRADE 50 KSI FOR 12 GAUGE, ASTM A570 GRADE 50 KSI OR GRADE 33 KSI FOR 14 & 16 GAUGE AND GRADE 33 KSI FOR 18 GAUGE AND LIGHTER MEMBERS. CARBON SHEET STEEL PRODUCTS MUST BE THOROUGHLY COATED WITH A RUST INHIBITIVE PAINT. 3. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS" 2001 EDITION, WITH 2002 AMENDMENTS. 4. METAL STUDS AND /OR JOISTS: A: FOR METAL STUD WALLS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE STANDARD PUNCHED STEEL MEMBERS OF THE GAUGES SHOWN ON THE DRAWINGS. B: USE ONLY ONE TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY APPROVED IN ADVANCE BY THE ENGINEER AND /OR. ARCHITECT. 5. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, WEB STIFFENERS, ANCHORS, FASTENING DEVICES RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 6. FASTENING OF COMPONENTS SHALL BE WITH SELF - DRILLING SCREWS OR WELDING. SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT. 7. PROVIDE A GOOD GRADE OF COMMERCIAL GROUT FOR LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD PARTITIONS AS REQUIRED. STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND SHALL BE FABRICATED ACCORDING TO AISC PRACTICE AND SPECIFICATIONS FOR BUILDING. 2. PLATES & BARS SHALL CONFORM TO ASTM A -36 U.N.O. 3. STRUCTURAL SHAPES SHALL CONFORM TO ASTM A -992. 4. TUBE MEMBERS SHALL CONFORM TO ASTM A -500, GRADE B (Fy = 46 KSI) PIPE COLUMNS SHALL CONFORM TO ASTM A -53, GRADE B. 5. WELDING SHALL CONFORM WITH THE LATEST ADDITION OF THE WELDING CODE AWSD1.1. USE APPROVED ELECTRODES CONFORMING WITH ASTM A -233. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS APPROVED BY THE BUILDING DEPARTMENT. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR, AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS A PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. 6 UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE WITH 7/8 "0 A325 -N. HOLE SIZE SHALL BE BOLT DIAMETER PLUS 1/16". 7. ALL CONNECTIONS USING ASTM A325 BOLTS SHALL BE TORQUED EITHER BY TURN OF THE NUT METHOD OR BY CALIBRIATED TORQUE WRENCH PER AISC. 8. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. 9. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 10. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THE ENGINEER. 11. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE DRYPACKED OR GROUTED WITH "FIVE- STAR" NON- SHRINK GROUT OR EQUAL. MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SPECIFIED IN THE CONCRETE SECTION OF THESE NOTES. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. 12. PROVIDE 3x NAILER WITH 1/2 "0 BOLT AT 24" O.C. (2 FACES) AT ALL STEEL COLUMNS IN WOOD STUD WALLS. U.N.O. SPECIAL INSPECTION SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: ❑ 1. PLACEMENT OF ALL CONCRETE WITH F'c OF GREATER THAN 2,500 PSI ❑ 2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. ❑ 3. SPECIAL MOMENT- RESISTING CONCRETE FRAME. 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. ❑ 4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. fff 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. CONTINUOUS INSPECTION IS NOT REQUIRED FOR: SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" FLOOR AND ROOF DECK WELDING WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. WELDED SHEET STEEL FOR COLD- FORMED STEEL FRAMING MEMBERS - SUCH AS STUDS AND JOISTS WELDING OF STAIRS AND RAILING SYSTEMS ❑ 5.2 SPECIAL MOMENT- RESISTING STEEL FRAMES. NON- DESTRUCTIVE TESTING IS ALSO REQUIRED. ❑ 5.3 WELDING OF REINFORCING STEEL. ❑ 6. HIGH STRENGTH BOLTING 7. STRUCTURAL MASONRY ❑ 7.1 OTHER THAN FULLY GROUTED OPEN -END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. ❑ 7.2 FOR FULLY GROUTED OPEN -END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. ❑ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. ❑ 10. SPRAY APPLIED FIRE PROOFING. ❑ 11. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST -IN- PLACE DRILLED PILES OR CAISSONS. ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. ❑ 13. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING AND FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. ❑ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. REFER TO 2007 C.B.C. ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: ❑ A. VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFROMANCE WITH THE SOILS INVESTIGATION REPORT. ❑ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. ❑ C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. ❑ D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. ❑ E. PLACEMENT OF ANCHOR BOLTS FOR ARCADE COLUMNS PRIOR TO PLACING CONCRETE. THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURE THAT: A. ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND B. ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND C. ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES. A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. b o s ABBREVIATIONS A B ANCHOR BOLT ABV ABOVE A/C AIR CONDITIONING ALT ALTERNATE ® AT BLK BLOCK BLK'G BLOCKING BM BEAM B N BOUNDARY NAILING C . CAMBER CENTER LINE C J CEILING JOIST CONC. . . CONCRETE CONT CONTINUOUS D OR d . NAIL PENNY DBL DOUBLE DF DOUGLAS FIR DFPT DOUGLAS FIR PRESSURE TREATED O DIAMETER DO REPEAT FRAMING E F EACH FACE ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT E W EACH WAY E N EDGE NAIL (E) EXISTING EXT EXTERIOR FLR FLOOR F 0 B FACE OF BEAM F 0 S FACE OF STUD FTG FOOTING F G FINISH GRADE F V FIELD VERIFY GA GAUGE GALV GALVANIZED GLB GLUE LAMINATED BEAM HDR HEADER HORIZ HORIZONTAL INT INTERIOR JST JOIST MAX MAXIMUM MECH MECHANICAL MIN MINIMUM N T S NOT TO SCALE O C ON CENTER OPNG OPENING R R ROOF RAFTERS REINF REINFORCING R.0. . ROUGH OPENINGS SHTG SHEATHING SQ SQUARE STD STANDARD SPECS SPECIFICATIONS T &B TOP & BOTTOM T &G TONGUE & GROOVE TYP TYPICAL U N 0 UNLESS NOTED OTHERWISE VERT VERTICAL WD WOOD W/ WITH W W F WELDED WIRE FABRIC REVIEWED FOR CODE COMPLIANCE APDOf VFO FEB 0 3 2011 City otTukwila BUILDING flivifiifN I design group 3100 East Randal Mill Road Arlington, Texas 76011 317.633.4200 to This document contains Information propkda y to MS Dealgn Group and la fumlahed In confidence tar ..etIrndtad purpose of evaluation, Wring, rerfew, or construction. This document or Re *entente may not be used for arty other p rp the may not be reproduced or dbalooed to ether* prior written consent of PDMS Deeyn Croup 817.633.415. a) 0 L a) a7 cn U c N (NI 00 N I-- 0 rn 0 10 N Project Address The Buckle #296 Southcenter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 01 /04/11 Revisions Dote A Description By 0 A 0 A 0 e, • 1 South cen ter ink tj.. 1RRI FERIRR.i c PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914E. KATELIAAVENUE ANAHEIM, CALIFORNIA 92805 (714) 385 -1835, FAX (714) 385 -1834 PLUMP IP : JaI • • 101254 Seal p,R Q A. p �G �E WAS ti crtv�b� °LA JAN .19 2011 PERMIT CENTER 1 EXPIRES 03 -19 -12 Drawn By RRM Appv d By GMP Sheet Title GENERAL NOTES Sheet Number S1 ; . /r. / ii (E) OPEN -WEB TRUSS #12 WIRES @ 4' -0" 0.C. (TYP.) 6" STUD I -BEAM, 20 GA. 18GA. TRACK CEILING 20 GA. 3 5/8" METAL STUD BRACING @ 2' -0" 0.0. IN ALTERNATING DIRECTIONS ATTACHED TO ST'UCTURE ABOVE SEE 3 5/8" METAL STUD (TYP.) 3 - #8 SCREWS PER LAP (TYP.) 1 1/2" COLD ROLL - CHANNEL WITH 12 GA WIRE @ 4' -0" 0.C. SOFFIT BRACING DETAIL SCALE N/A 24' -0" (E) CORRUGATED METAL DECK (E) TRUSS JOIST (N) PS -200 POWERSTRUT (N) 1/4"0 M.B A —A (E) METAL DECK 1— (N) PS -200 POWERSTR UT (E) TRUSS (N) 1/4 "0 M.B (N) 20 GA. 3 5/8" STUD BRACE W/ 1/4 "0 M.B. BRACE TO ROOF FRAMING DETAIL SCALE 3/4%0' 24' -0" 24' -0" 24' -0" TYP 3 5/8" 201 GA BRACE 20 GA. 3 5/8" METAL STUD (TYP.) @ 2' -0" 0.C. (E) BM OR 3 5/8" 201 GA BRACE 0 N 1.0 Pr) I1J Q m 20GA. 6" STUD I B @ 10' -0'° EAM MAX TRUSS PER PLAN (E) BM OR 18GA. T CK TRUSS PER PLAN (E) BM OR TRUSS PER PLAN (E) BM OR TRUSS PER PLAN (E) BM OR �3 5/8" 20 GA BRACE 24' -0" 20 GA. 3 5/8" METAL STUD BRACING @ 2' -0" 0.C. 3 5/8" 20 GA BRACE TRUSS PER PLAN (E) BM OR TRUSS PER PLAN (E) BM OR CLOUD BRACE PLAN SCALE N/A (-0) (E) 16 H 5 — (E) 16 H 5 (E) 16 �5 / 1 L (E) 16 H 5 (E) W12X14 (N) RTU UNIT MAX. WT. =750# (E) 16 H 5 (E) W12X14 (E) 16 H 5d "I r • (E) 16 H 5 (E) 16 H 5 (E) 16 H 5 r (E) 16 H 5 (N) L4x4x1/4, TYP. TYP. 1 T 1 1 T 1 1 T k (E) 16 H 5 (N) L4x4x1/4, TYP. 1 1 1 1 1 1 (E) W12X14 (N) RTU UNIT MAX. WT. =530# (E) 16 H 5 (E) 16 H 5 1 (E) 16 H 5 1 (E) 16 H 5 r 1 1 1 (E) 16 H 5 r 1 1 1 1 (E) 16 H 5 1 (E) 16 H 5 r (E) 16, 5 mar (E) 16 H 5 (E) 16 H 5 11 II II 1 1 II 1 f L_ (E) 16 H 5 1 -(1tl -) - 4x 1 /4 TYP. (E) 16 H 5 (E) 16 H 5 (E) 16 H 5 iJ) W16X36 (E) 16 H 5 (E) 16 H 5 (E) W16X36 (E) 16 H 5 (E) 1i H 5 XI XI 1 :I A co (E) '16 H 5 ' I (E) 16 H 5 (E) 16 H 5 1 1 1 1 1 (E) 16 H 5 1 (E) 16 H 5 1 (E) 16 H 5 1 (E) 16 H 5 7- /� (N) RTU UNIT / MAX. WT. =750# (E) 16 H 5 (E) 16 H 5 (E) 16 H 5 to ro w PARTIAL ROOF FRAMING PLAN SCALE 3/16 " -l' -0' ti) b1O 315 24' -0" (E) W12X14 (E) 16 H 5 (E) 16 H 5 (E) 16 H 5 (E) W12X14 (E) 16 H 5 (E) 16 H 5 (E) 16 H 5 (E) W12X14 TRUSS PER PLAN I design group 3100 East Rondo' Mill Road Arlington, Texas 76011 317.633.4200 po 317.633.4153 TIa docurnant contain., fntorm tlon prof tort' to PAMS oeargn Group and le hlmfalred In cony nce Ter the lineal purpose of evaluation, bidding, review, or corlatruciion. 7h» Ar rrK.nt or Ru content% may not be uud for any athur purpose and mow not be raprodwud or dleobcwd to %than without tho prkx written consent of PDMS [Align Croup 00 X N v 4— XN.N i— 0 rn_ o I I ro ro �inin X00 +, m X a 4— 238 - 2415 Project Address The Buckle #296 Sou th cen ter 2800 Southcenter Space No. E552 Tukwila, WA 98188 Issue Date 01 /04/11 Revisions Date A A 0 A 0 A Description By CI • 1 Southcenter PLUMP ENGINEERING INC CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELIAAVENUE ANAHEIM, CALIFORNIA 92805 (714) 385 -1835, FAX (714) 385 -1834 PLUMP JI:a :101254 A. p Sy��G�A 80 �� fER �� ENG Seal pRQ REVIEWER FOR O�ECOIIWJlWCE FEB AlinsPiWen 0 3 2011 City OfTUkMAI� BuILolN(; t1WIQN ofTokla r iv iON cIASSLA JAN;19 2011 PERMIT CENTER NA L arerao- I EXPIRES 03 -19 -12 1 Drawn By RRM Appv'd By GMP Sheet Title ROOF FRAMING PLAN Sheet Number S2 LOAD FROM ROOF FRAMES (2) -L1 1/4x1 1 /4x 1 /8 • TYR EA. fl/8V END (E) ROOF JOIST JOIST REINFORCING AT CONCENTRATED LOADS NOT AT PANEL POINTS. TRUSS STRENGTHENING DETAIL SCALE: 3/4' -1' -0' VERIFY CURB DIMENSIONS WITH MECHANICAL CONTRACTOR ROOF TOP UNIT (SEE MECH.) ROOF CURB 2" EA. CORNER/ 3/16 V r TYP. 1 /4 ANGLE PER PLAN (NOTCH VERT. LEG) SUPPLY & - RETURN DUCT NOTE: CONTRACTOR TO MAKE CERTAIN THAT ROOF TOP UNIT IS PLACED ON JOISTS DESIGNATED FOR SUPPORTING H.V.A.C. \\\ ifE 3/16 V i u OF JOIST PER PLAN METAL DECKING WELD TO FRAME OR PREFABRICATED CURB TYP. FOR JOIST SIZES SEE PLAN C OF JOIST OPENING AT JOIST OPENING BETWEEN JOISTS (E) OPEN WEB TRUSS TYP. (N) PS -200 POWERSTRUT SEE TYP. ,_ /7 SS LAN (E) TRU PER PLA WIRE W/ - 5 WRAPS MIN. 1, 4' -0" O.C. TYP. 2 - #8 SCREWS PER SIDE (4 TOTAL) 3 - #8 SCREWS PER LAP (TYP.) ++ ti .�1 20 GA. 6" -" STUD I -BEAM 18GA. TRACK � 1 r 20 GA. 3 5/8" METAL STUD 3 - #8 SCREWS PER LAP (TYP.) 3 5/8" METAL STUD BRACING ® 2' -O" 0.C. 20 GA. 3 5/8" METAL STUD © 2' -0" 0.C. TYP CLOUD SECTION DETAIL SCALE 1%1'-0" 20 GA. 3 5/8" METAL STUD BRACE SEE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 3 2011 Cityoflbk BUILDING DIVISION (N) PS -200 POWERSTRUT SEE TYP. #12 WIRES W/ 5 WRAPS MIN. Ca? 4' -0" 0.C. TYP. 6" STUD I -BEAM, 20 GA. 20GA. 3 5/8" METAL STUD r ++ + 3 - #8 SCREWS PER LAP (TYP.) 18GA. TRACK 20 GA. 3 5/8 METAL STUD C�? 2' -0" 0.C., TYP. CLOUD SECTION DETAIL Rio 315 SCALE 1'-1' -0' 20 GA. 3 5/8" METAL STUD BRACE SEE JAN 19 2011 PERMIT CENTER design group 3100 East Randal Mill Road Arlington, Texas 76011 817.633.4200 Fe 817.633.4153 This document contains Information proprietary to PIMA penitn Group end I furnished In confidence tar the Molted plop ment fa�R cantontel�m y note to toted for any others withpout the prior wrtltteneaonoontuatdPDMS Design 1pn others . L a) d- u • Nx ✓ U �� xo� rn� � C � oirn O C N u7 u7 O - • '- ++ 0 0 7 N vNN 0 (1)� E — 0 L U) L to 00 D3 0 CL CO - 0 Q) 0 t0 d (c) N 00 : CNI Lu I I a) • Z 0 a0 L - >i N N o_ L a1-o 0 0 L a)0 v 0 0 d ) 0 0 N Project Address The Buckle #296 South center 2800 Sou th cen ter Space No. E552 Tukwila, WA 98188 Issue Date 01/04/11 Revisions Date 0 0 A 0 0 0 Description By • 1 U 0 (f) ■ PLUM l.IXCIMn Il UI :IHC. PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAiINIM. CAIAX (714) 5 -185 (714) 385 -16 5, FAX 714 385 -1834 PLUMP 7e : • e • 101254 EXPIRES 03 -19 -12 Drawn By RRM Appv d By GMP Sheet Title STRUCTURAL DETAILS Sheet Number S3