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Home My WebLink AboutPermit D04-197 - SOUTHCENTER MALL - APPLE COMPUTER - TENANT IMPROVEMENTAPPLE COMPUTER INC. • • 733 SOUTHCENTER MALL D04 -197 • • • A W �^ City of Tukwila 19ne Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2623049004 Permit Number: D04-197 Address: 733 SOUTHCENTER MALL TUKW Issue Date: 07/20/2004 Suite No: Permit Expires On: 01/16/2005 Tenant: Name: APPLE COMPUTER INC. Address: 733 SOUTHCENTER MALL, TUKWILA WA Owner: Name: JG SOUTHCENTER LTD Address: 25425 CENTER RIDGE RD, CLEVELAND OH Contact Person: Name: BOB ROBINSON Address: 37936 23 PL S, FEDERAL WAY, WA Contractor: Name: SHAWMUT DESIGN & CONSTRUCTION Address: 560 HARRISON AV, BOSTON MA Contractor License No: SHAWMDC015K4 DESCRIPTION OF WORK: TENANT IMPROVEMENT TO EXISTING RETAIL SPACE TO INCLUDE REMOVAL OF INTERIOR WALLS, REMOVE /REPLACE SUSPENCED CEILING ;INSTALLING NEW PARTIAL HEIGHTS WALLS; INSTALLING NEW 1 -HOUR WALL AND NEW REMOVE /REPLACE STOREFRONT. Phone: Phone: 253 661 -1232 Phone: Expiration Date: 05/28/2006 z �z �w D J U. UO N CO LU J H S2 U- w U- co 0 = �w Z H I— O. Z f- w LU � o U CO off wW U- O . z . W U =. O Z Value of Construction: Type of Fire Protection: Type of Construction: $35,000.00 SPRINKLERS /AFA V Fees Collected: $816.71 Uniform Building Code Edition: 2003 Occupancy per UBC: 23 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Street Use: Profit: Non- Profit: Water Main Extension: Private: Public: Water Meter: N doc: Devperm D04 -197 Printed: 07 -20 -2004 ru,. . � t rsl +:.t:u.: .e %x �.,,;;, ,, t , . .. ri . >,^r.n. ✓�W.�e ...,.... City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature:-. �.-��~ Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does t pr ume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p - or nce of work. I am authorized to sign and obtain this development permit. Signature: Date: 26)/ Print Name: rwp S �'Z' 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. doc: Devperm D04 -197 Printed: 07 -20 -2004 z H Z �U U C l) 0 J = f-. U. wO 9 -1 LL? U = w ? F- w O. w U� O - 0 l-- w w. U- o w z U CO) 0 Z ..� -� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049004 Permit Number D04-197 z z Address: 733 SOUTHCENTER MALL TUKW Status: ISSUED W Suite No: Applied Date: 06/16/2004 � Tenant: APPLE COMPUTER INC. Issue Date: 07/20/2004 v 0 CO � 1: ** *BUILDING DEPARTMENT CONDITIONS * ** H N U. O 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the g Building Official. J 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center U_ Q .1 d (206/431 - 3670). F _ _ z� 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to t— 0 start of any construction. These documents shall be maintained and made available until final inspection approval is w w granted. U� co 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design o requirements of ASCE 7. w w �U 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced u_ to the building structure. w z L) to 7: All construction shall be done in conformance with the approved plans and the requirements of the International E_ Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. z 8: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 10: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: Maintain fire extinguisher coverage throughout. 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) doc: Conditions D04 -197 Printed: 07 -20 -2004 .� � "�7_.,t ,�'.t�,:,i:.<,.... r,....t.ii: i :t..'a.tvi .rr. ti� •£!�: .�.'Y.7!7MH'MtR' ++H+"C2M0^+i'W'TA?'W�AYR �a+�cM h.>w,•Ma.rtr.Y:; �+, ..,�u!»rexn`^NedwRk+ �.. ,g City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 17: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 18: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 19: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 20: Swivels on Fire Department Connections shall be maintained so as to allow them to turn freely. (UFC 1001.5.1) 21: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 23: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 24: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 25: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) i 26: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 27: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 28: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D04 -197 Printed: 07 -20 -2004 Z Z � JU 00 ND J = �L wO LL ? � =w zF- �— O Zr W W U� ON o F- w W F� �- O W Z 0 O Z vVIA w Citv o f Tukwila Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume o give authority to violate or cancel the provision of any other work or local laws regulating construction or the perform nce work. Signature: Date: 7 2d O Print Name: doa Conditions D04 -197 Printed: 07 -20 -2004 z J.- z �w QQ JU U C O 0 wi J � N U. WO J LL.? =w i-- _ z F -.. t— O z F- �5 LLJ L) O � D F-- WW H� U O .. z W U= z � W Q ,sob Site Addrt Tenant N J CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 _'I King Co Assessor's Tax No.: o 30' y ,7 5 0 • je✓ 4 I Suite Number: 2 Floor: (-) C _ G New Tenant: �!T.... Yes ❑ ..No Property Owners Name: W42 I; l D CD , 6 0 6T 1 PQ rr�pp�� Mailing Address: 1 14901 W 1 L Fi+ ee B LV-P d os Al-►G� CA 4WZ.� City State Zip CONTACT PERSON ir Name: t o 6 w b 14 Scnwi _Day Telephone: 2S &(0 1 - 12- 5 Z Mailing Address: 37 3 to z3rd I• S :Fe W WA- flD3-77°F5" City State Zip E -Mail Address: !yDJ� �� • u� (0 I�C� • C�"�'✓� Fax Number: GENERAL CONTRACTOR INFORMATION ` ` Company Name: T� Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** 'ARCHITECT ', OF RECORD All plans must be wet stamped by `Architect of Record Company Name: 4 61 Mailing Address: r:... c....- 7:.. Contact Person: &-6 TA L 00 V l G E -Mail Address:�� m4vs gy02 4 City State Zip Day Telephone: ._ .� - ? I, ^ �f Fax Number: & 6-0 — '?�4 ` -- �x +n.. urir,.wc -+ ��..w..ru..a,...v,. , anN'v� an.. �• vvM. rrv�. r' .�v,�.wn.e.> /.r>rss'r!r..ry..�n t'-v:: r,' vatahlw +kRy..l +Xrr�to...a»c•.,•.•;.�» r.. w�.,rarvNn:yr+�:. �� er.,cea+:!^ +NGn Y+ t. ny+',+. r, Y; 9.! He ?'sRt?:?#YC:'Y+•1:+^3s:�NRrr. . Z ~ w UO Na W L = r �LL WO LL N = W tr = Z F. F— O Z F_ W w D0 U O� OH W H U_ O . Z • W U= O~ Z Company Name: E bL C :5r L E ", t k E Mailing Address: 4 D F Caw t vt [ LDINry PERMIT INFORMAI - JN'- 206 -431 3670 Wr'r,!ta Valuation of Project (contractor's bid price): $ S5 000 - _ Existing Buil ing Valuation: Scope of Work (please provide detailed information): �'✓/�� l' l �D ev�°� - �' Brno ve, 1 n Bl(' .� �rto ✓� s vs � sus (3n.II s 1 w4 nr r��N 6 0k r l Y)r o l hors it cwa. - h ew s1 re Will there be new rack storage? V.. Yes ❑ ... No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below _t ! L OY , Type of Occupancy per . UBC_ PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑..No If "yes ", explain: NZA_ FIRE PROTECTIONIHAZARDOUS MATERIALS: Sprinklers E].. Automatic Fire Alarm ❑..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. Z ~w tY g �U U UU Ui J� CO LL WO 9J LL ? U) :D = W H 1-- Z F- U� ON O H WW HL) u6 O W Z U= O Z Existing Interior Remodel Addition to Existing Structure ' - New Type of Construction per UBC ZG 2 Floor.. 3 . Floor Floors thru ,:Basement; .'. :Accessory. Structure* . Attached. Garage <' Detached Garage Attached Carport. :Detached Carport. Covered Deck Uncovered Deck Type of Occupancy per . UBC_ PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑..No If "yes ", explain: NZA_ FIRE PROTECTIONIHAZARDOUS MATERIALS: Sprinklers E].. Automatic Fire Alarm ❑..None ❑ ..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x I I paper indicating quantities and Material Safety Data Sheets. Z ~w tY g �U U UU Ui J� CO LL WO 9J LL ? U) :D = W H 1-- Z F- U� ON O H WW HL) u6 O W Z U= O Z WORKS PERMIT.INIMMATION - 206 433 4179" 2 f . Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet.. Water District ❑ .. Tukwila ❑ ... Water District # 125 ❑... Highline ❑ . Renton (3.. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ... VaIVVue El ... Renton ❑ .. Seattle ❑ .. Sewer Use Certificate ❑ ... Sewer Availability Provided El ... Approved Septic Plans Provided ❑ .. Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34 ❑ .. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑ ...Traffic Impact Analysis i ❑ .. Bond ❑ .. Insurance ❑ .. Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless I Proposed Activities (mark boxes that apply): ❑ .. Right -of -way Use - Nonprofit for less than 72 hours ❑... Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use - No Disturbance El ... Right -of -way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backftow Prevention - Fire Protection _ Irrigation Domestic Water El ... Work in Flood Zone El ... Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ ❑ .. Permanent Water Meter Size... WO# — ❑ .. Temporary Water Meter Size.. WO# — ❑ .. Water Only Meter Size............ WO# ❑ .. Sewer Main Extension ............Public Private ❑ .. Water Main Extension .............Public Private ❑... Grease Interceptor ❑... Channelization ❑... Trench Excavation ❑... Utility Undergrounding ❑ .. Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Ci State Zip f ZZ W tY � UO to 0 W = N LL WO LL C0 0 = a l.—W Z I-- ZO W W U 5 O N D H WW H FU-- LL O Z W U- O Z _r 1VIECHANICAL PERMIT INFORMATION. 2Q6- 431 - 3670:. MECHANICAL CONTRACTOR INFORMATION Company Name: T D Mailing Address: City State Zip Contact Person: E -Mail Address: Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 5 6ZX"- Scope of Work (please provide detailed information): Q eg A,bC �Fk l '5 ( 1 OC— -5 T�A Use: Residential: New .... ❑ Commercial: New .... K Fuel Type Electric ..... ❑ Gas....❑ Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: 0tv Unit Type: Unit T e: Qty Boiler/Compressor: . QtY Furnace<I OOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical E ui ment 0 -3 HP /100,000 BTU Furnace>IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP/1,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling S stem 2 Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm/Ind PERMIT APPLICATION NOTES AVID Icable to'all p er><tuts;in this appl�cahon Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: AGENT: CJ I _ Date: �lo d Print Name: '1 Day Telephone: Mailing Address: �J� 3� 23 rA Pt S F� WA4, 3 City State Zip M Date Application Accepted: Date Application Expires: Staff Initials: I Z =Z W JU UO to c J � W u_ WO U. to � S F. W Z F- H O W U� LLI ON a l— WW F- u-O Z W U= O Z �.. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049004 Permit Number D04 -197 Address: 733 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/16/2004 Applicant: APPLE COMPUTER INC. Issue Date: Receipt No.: R04 -00911 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: Payee: SHAWMUT DESIGN AND CONSTRUCTION TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 124935 496.75 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 492.25 STATE BUILDING SURCHARGE 000/386.904 4.50 496.75 07/20/2004 08:49 AM $0.00 Total: 496.75 Z W J U. UO. J co U. Wo U - �W z H I— O w �5 U� O CO. 0H W HH U- O 11j U P H. Z : 2 2955 07/21 9716 TOTAL 496.75 doc: Receipt Printed: 07 -20 -2004 i i �NVIA W g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT I ' Parcel No.: 2623049004 Permit Number: D04 -197 i i Address: 733 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 06/16/2004 Applicant: APPLE COMPUTER INC. Issue Date: Receipt No.: R04 -00735 Payment Amount: 319.96 s Initials: SKS Payment Date: 06/16/2004 11:53 AM User ID: 1165 Balance: $496.75 I Payee: PERMIT'PLACE OF WASHINGTON TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1840 319.96 ACCOUNT ITEM LIST: i Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 319.96 Total: 319.96 °. -'V03 06116 9716 MAL . 319.96 doc: Receipt Printed: 06 -16 -2004 Ne i" mil ip i z Z i W UO to 0 J = t— TLL W� L? C LU ? t-- F- O z F- W W U O - 0 1-- WW U . Z llJ U= z 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 Project* Type of Inspecti . Addres . Date Calle : Special Instructidiff Date Wanted: a.m. Requester: Phone No: Receipt No.: Date: 7 1 - zz }- Z W aa � JU UO N U) uJI J= H to LL WO 9 CO) LL = W z F- WO �5 U� O� OH WW 2 �O .• z W U= O h- z L '" I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION-NO. PE T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Z��/ Type of Inspect' n: Address. ate mld : Special I structions: Date Wanted* i Requester: Phone No: a teceipt No.: Date: Z H te a . W JU UO W co W C0 u_ WO LLQ = a Z F. E- O W ~ W U� ON U� W HP U- O .. Z w U= O Z L '' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z7 INSPECTION RECORD Retain a copy with permit . INS E ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 } 06)431 -3670 P •ect: Type of Inspe A d s i Date Called: )0'/ D4 Special nstructions: Date Wanted: ! o a.m. I .m. e Requester: __v I I a eN •' rN Approved per applicable codes. Receipt No.: Date: 1-corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A Z � W UQ N J � N W WO J LLQ N �. �W Z T F- F- O W ~ W U� ON o F- WW H� U. O j Z W U CO ~ O� Z f ........... _ �_.. INSPECTION RECORD INSP N No. Retain a copy with permit - P t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes Pro'ect: 1 Type of Insetion: Add s. ate Called Special Instructions: - f Date Wanted: I m, Requester: Ph no, C orrections required to approval. C "H5 ..!� in, NO 0 1 1 M I FOR. zz Wv i Receipt No.: Date: U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z �W aa� JU U W= �LL WO 9-1 ur N C! = W H Z� WO W U O co ON WW H ILL LLI Z U= O F- Z INSPECTION RECORD 1 � 3 I Retain a copy with permit 7 _ r INSPECTION NO. PERM N431-3 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (200 P r o ec t: Type of pection: Addr ss: Ste' �7 -Z Date Cal Led: -17 f' Special Instructions: ✓tifZ Date Wanted: 6 a.m. p.m. Requester ✓ 76ne'No: j Receipt No.: Date: J 3 Z �Z JU 00 co Co C3 LU U. W U - N� _Cf �W Z H z° WW U co 0 H WW H� �O •Z W co O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD r Retain a copy with permit �`�f INSPECTION NO. PE IT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspec�n: ' Add es 6_6 � Date Calle Spe dal nstructions: Date WantecL* a.m. Requester: Phone No: i F� Approved per applicable codes. Corrections required prior to approval. �. COMMENTS: { O i I f I Receipt No.: 7 e; u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �s I Z �W �U UO CO 0 w= CO L WO 9� U. N� = Cf �W Z= �O W F- W U O N 0 H. W LL O Lll Z U= p H Z INSPECTION RECORD Retain a copy with permit � S _1 W Aej INSPECTION NO. PER NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2061431 -3670 Pro'ect "-)-P 66 W Type of Inspec ' n T - � Addx � — * ---2-) � Date Called: � ' Special Instructions: Date Wanted: 1 �5 l.� Requesters.___ a Phon o: _ r M Approved per applicable codes. M Corrections required prior to approval. MmA M Receipt No.: Date: Inspect P I✓ D $47. EINSPECTION F REQUIRED. Prior to inspection, fee mus be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. i J i i I Z W UO WF- S2 LL W O LQ = a �W z H WO W U� C0 o� WW LL Z 111 U= O Z C INSPECTION RECORD Retain a copy with permit j INSPEalON NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Project: T Type of Inspection: Addre s: D Date Called: W �...._ Approved per applicable codes. Corrections required prior to approval. • 1/ Ii . / r. _ �I �i FA 1/. ` i / . • u _ � ../ /�I �� ELI Inspecf6r: " Date: r.. $47.0 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: el J z Z W QQ � JU UO. (I)0 co W W = to L WO 1 � Q 0 = � Z F- HO W ~ W U O- 0 F- WW H --•- W Z L11 v= o z Inspecf6r: " Date: r.. $47.0 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: el J z Z W QQ � JU UO. (I)0 co W W = to L WO 1 � Q 0 = � Z F- HO W ~ W U O- 0 F- WW H --•- W Z L11 v= o z INSPECTION RECORD ! J Retain a copy with permit 4 INSPECTION NO. N PERM CITY OF TUK WILA BUILDING DIVISIO Southcenter Blvd., #100, Tukwila, WA 98188 670 Project: JOA�e_ - Type of Inspec jon:_ Address: ? :� 1 .1 � C 'b Date Called: Special Instructions: Date Wanted: Requester: Phone No: roved per applicable codes. F1 Corrections required prior to approval Inspector: Date:, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mV t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z JU UO U) F- S2 U- WO U- Cj) =) = � W Z F- F- O Z F- W W UC3 O - OH WW LL O .. Z W U= O Z I y I INSPECTION RECORD V Retain a copy with permit r INSPECTION NO. PER' 17 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr •ect C (� Type S Inspection: Ad s ( Date Calved: S� Z Special Instructions: Date Wanted: m. 0L p m Requester: P . one No Q3 1 r per applicable codes. Corrections required prior to approval. COMMENTS: LA V\1 ` `. V\ Gels i C� — eE G� 6 SA I �r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Raraint Nn Bata• Z �Z W QQ D JU UO N J H S2 U. w LL _ U CY = W ? F- 0 LLl Z E- �5 U� O N 0 E- WW LL . Z U= O Z INSPECTION RECORD • s Retain a co #y wiff permit � INSPECTrON NO. P*064 3'1' - �3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Pr 'ect: Type of nspection: �' t I A r ss. 3 Date Called: Specibl Instructions: Date Wanted: Requester: Phone No: e 1 a Approved per applicable codes. j Corrections required prior to approval. 7 C •ir�ii�i��iiLll�i�L� _ F ROWN I . 55 ._i�.i / .✓ i�J CIA, ErAffe id IF Receipt No.: Date: -771 c Inspecto : �/ Date: $47.0 REINSPECTIO EE REQUIRED. Prior to inspection, fee mutt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z '~ W JU UO W= Lo LL WO 9-1 LL W� = a �w z F- 0 W U� ON OH WW fij z U =. OF z INSPECTION RECORD Retain a copy with permit ! INSPECTION NO. PEE MM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct: Type of In pection: Ad s � Date Called: � L 1 Sde ial Instructions: / Date Wanted: 1Q n U 1_ a p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval r� Receipt No.: Date: ` paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 J r i i i i I F Z Q W JU UO CO 0 W CO U. WO J LL Q N� �W Z I— W� �5 Ucl N o ff WW LL H -O W U CO O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE C CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj t: n C Type of Insp ction: -, A e L Date Called: Spe i tructions: Date Wanted: Lo1 Requester _. Phone N � M3 ,;: ,t Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: Z '~ W JU UO W= S2 LL WO LLj c d. = W H Z 3: Z� W W U� N 0 1— Ww U LL! Z U= E- H O Z INSPECTION RECORD Retain a copy with permit INSPECTION PER , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 f Project A -- � ) elg Type of Inspec i , Address: � - � Date Called: Spec al nstructions: Date Wanted: //t�p 6 m. p.m /o Requester: t Ph a No: J Approved per applicable codes. Corrections required prior to approval. I I J I. I V Inspector: Date: $47. 0 REINSPECTIO FEE REQ IRED. Prior to inspection, fee mus be paid at 6300 Southcenter- Blvd:, Suite 100. Call to schedule reinspection. Receipt No.: Date: ...E ..._.,.,...., ...,.., .- .,�.,... �. .� . Z . fY 0 UO WF 52 LL W� J LL Q N=) 2 d F- W Z H WO W U� O� 0 l` W W H F LL W Z U Cf) P Z ........ I NSPECTION RECORD Retain a copy with permit ' �> ,INSPECTION NO. P IT 0. (� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' ct: j r )04!a* Type of In c ion: i A 3 C r Date Called: _ Special Instructions: Date Wanted: N , �� /.m. Requester: Phone No: i Approved per applicable codes. Corrections required prior to approval. f; . I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: y xd Z W JU UO N 0 J = N LL WO 9-1 LL j co d = W F- _ Z I-- H O Z F- W LLJ U� ON o ff WW H� w z U =, O Z COMMENTS: 0 MWIA 42 _ >/ FW / - . .:� .�• . I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: y xd Z W JU UO N 0 J = N LL WO 9-1 LL j co d = W F- _ Z I-- H O Z F- W LLJ U� ON o ff WW H� w z U =, O Z INSPECTION RECORD Retain a copy with permit ' INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ProjeA r Type of Inspection: Address S• - Date Called: Specia In tructions: Date Wanted: a.m. L_ p.m. Requester: Phone No: Fl Approved per applicable codes. tA Corrections required prior to approval. COMMENTS: ( c , 1 ( — rr t t t P ' C 4 !` p -e 10 Inspector: r- Date: S -� (9 '01 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �Z ~ W 0 V) 0 co W �x TU- WO J L� co = W H ?H WO 0 0 0 }- WW H� U- O W Z U= O Z INSPECTION RECORD Retain a copy with permit q 77� INSPECTION No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ec : (} '� Type ,,of In ection: 1 c J Addr C Date Calle Special'thstructions: Date Wanted: m. P.M. Requester I Phone No: - U - Approved per applicable codes. Corrections required prior to approval. COMMENTS: (� �P ' Inspector. Date: _ ('-. o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z W �U 0 N co LLJ J = S2 U- WO LLQ co d = W H = z ZO LU W U� co off W W F-- LL Z 111 co O Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Phon No: Eg Approved per applicable codes. Corrections required prior to approval. Proje : Type of Inspection: Address: Date Ilea: t Speci n ructi ns. Date Wanted: a'rer p.m. ' Requester: t COMMENTS: r I r Y { Inspecto :, Date: ► r] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i Z �Z � W JU UO UU UJI J � C/) L WO LQ N� = �W Z N ZO W U� N W uJ H� Ill Z CO) 1= � O Z �-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of In p ction: (.1 6)"S I Ic Address: D to Called: Special Instructions: Date Wanted: Requester: Phone No: Co 1 7 — t�-'Iq 03 Approved per applicable codes. El Corrections required prior to approval. ' t ' ) z Z �W QQ � JU UO W= I-- NLL w LLQ = �W z z0 2 LU 5 U to Q Ir- WW 3:0 LLI z U= O z ,�,:; �� ' r : i }•T' "�i � :'ri ' �: /' ::,R. 7 4;7:i�`� r7f �,..- . �.7- . -. 1 1 ►":1�, ,fir C h� of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT . FINAL APPROVAL FORM Permit No. I✓'�Y �� 7 (/0 Project Name Address �� i �� k �� I4 Suite # ::... Retain current inspection . schedule ._......._ . w. Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: V �1 41 64 - -- C Hood & Duct: Halon: monitor: /i 6 r 4 Pre -Fire: A Permits: r A Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Z ~ W JU UO Cl) U) J �.. S2 U_ WO U_Q �D =a �W Z H ZO W5 U ON 0 I_ W W HF �O W Z U Cf) P _ O Z 09/21/04 TUE 11:23 FAX 1 206 340 2266 ABRJ /l, �(_L�C�"—� 1'001 ANDERSEN BJORNSTAD KANE JACOBS, INC. Consulting Civil and Structural Engineers B G G : O.A ve L.�i2.I Or K 800 FIFTH AVE C/71� Or— SUITE 3800 SEATTLE, WASHINGTON r7tx. L to 6 - 98104 -3103 G c : 70� Y -�/,0L TEL: 206 -340 -2266 S'A� w m v r c Oar jr FAX: 206 -340 -2266 E -mail: Darrenj@abkj.com A %c /' � /7 - (' u. - SSSz- Facsimile Transmittal To: :70"r) XCl1MIV A7�1 Date/Time: 2� s� ° -- - - Firm: *0J/ hl//1tzors Job Name: /fwt*, Fax No: Job Number. x'/ 4 V • From: Darren S. Johnston, P.E. No. of Pages: Z (includes cover sheet) Please call if transmission is incomplete or illegible. Comments: 1 7VNej D AVI' ?aNy ; p0ave %� r rev wrz d1 OQ ,r ✓✓ ?%,c tw7-�p � t ,s' RECEIVED SEP 2 2 ? 004 D EPARTMENT Please call if you have any questions, Sincerely, Darren S. Johnston, P.E. Project Engine Copies to: z Z JU UO UD J I �U_ wO 9-1 LL U� = W zI E- O w U� O c o�_ w LL .z U v) H= O z 09/ /04 TLTE 11:24 FAX 1 206 340 2266 ABKJ • .., .. ... 0002 AND�R'S�N'''B)OR'NS'TAD KANE' MEMORANDUM PROJECT NAME: 'Apple .Computers Space 228 Westfield "S'h'opp'ingtown PROJECT NO: ' 0410900 r D'A'TE:': 21. September. 2004' SClBJECT: Inte�iQr i'enant': Rack Structural. Darren S:'J.ofinston;'.PE:' I Qn 21 September 2004'Darren :S: �JohrfStoh; P t - "froi't this. office• visited the• site 'to. review; at the reo.uest of the Building Official Mr. Dave Larson, ::the tenant Installed ,: display.rack and cetlmg. ,The d+splay system. rev�ewed, cons+sted of Unistrut,type members bolted togetl�er'to;form the;display Walls ;:slielves,�and:celliiJg: :, thia-display.' ,rack "'was, bolted #o the concrete. stru'ctura) floor - slab with small diameter expansion bolts E ( 'end,#;raced16ihe roof •frarning with .Unistrut'type.bracing•claimped to the .,site visit'revealed'.thefollowing •condit'ionsthat require'further:work.and•'substantiation oy design engineer Mr: Adri`.an Palma,'P.E• , ?' Provide a complete.engineer's,sealed calculations "and drawings package :for' :,review use, in .. : Drawings riee6 to show the'framin ' members; vertical' Horizontal,- and'lateral . " br`acirig for' fhe walls, shelves;. and reiliiag;: ;. Connections need to' be designed'•as.part o, f. the.calculabons and drawings' package. ;"Ttiis:includes'connections.ta the'structLiral 'slab and the.robf.frarning. ' b6hnectiorts need to be. clearly 'identified on the. construction. drawings. . • • ; Connections of fiateral braces :to'the: bottorfr.cho�d of OVIISJ as.;presetatly'' ' ` InstalCed1`are not "acceptab.le. Please're. ise:connections •for,lateral br'acin:g'to .' fasten to. the.lop'ciiord•of :OWSJ'only,:. LAtOral` beacing observed "was instalfed•itt' � manner: `The design engineer needs, to address-the number of braces,'their location and i orientation on the framirf plans: ' • Once the.above .engineering and construction adjustments are. made we can: complete.. ' • ' our,review;and specii this project:'• •. . ' .Please:call if,you:'haye any questions: ' ANDE SEN"BJ NS AD KANE.JACOBS;;INC 60QFifthAvcnuc. Stdic•3900 SenCtle.b< :. 98iQ1�3171'• :. TO. 208.340:2215 2Ub.34U.Z66 i?roject.Engineer /Manager I: Z i� '~ w D 00 U co W J = CO W w U_ Q co D = i ,_w z w� w 0 (o 0H w +J O w z U= OF. Z 09/14/04 TUL 10:27 FAX 41.59891.552 KI'I-F .__./ i oo.1 j • Consulting Engineers TRANSM.ITTA.L j To: l�ot,,,`� Date: _ i . Job 4: kOHt�s i Projcct: Attn: T — We are sending to you: The following: Via: X For your use ❑ To be resubmitted ❑ PrinLs ❑ Tracings ❑ Mail ❑ Fedex O m,,My. o sea. ❑ For review, comment ❑ Review completed ❑ Copy of LLttcr ❑ Shop Drawings XFax ❑ Airborne 0 morn. Ll na. ❑ As requested by you ❑ Rejected Calculations X ❑ Specifications ❑ MessengLr ❑ Hold for Pickup ❑ For your approval Revise as noted ❑Plans, Sections, Details ❑ Other ❑ In Person ❑ Other Fax Data: Fax #: 20t0 - 2 -4 1- 5 y Qjto Time: Original Mailed: Yes ❑ No El Total Pages Being Sent, Including Cover Sheet 1 2 3 4 5 6 7 8 (9 10 - - 5 DSCRIPTION AND REMARKS: E A P RECEIV8b SEP 1 4 2004 ISUILDING ! DEPARTMENT i BY: DISTRIBUTION: ❑ Contractor ❑ File ❑ ❑ Architect ❑ Proj. Engr. ❑ 1160 Battery Street, Suite 300, San Francisco, California 94111 (415) 989.1004 FAX (415) 989.1552 www.kplf.com Seattle Tacoma Portland Sacramento San Francisco Oakland lot Angeles Irvine San Diego Phoenix St. Louis i SEP 14,2004 10:34 4159891552 Page 1 Z Z U (n o C0 W W = CO) W WO � U. Q 2 W Z F' F- O W ~ W Da 0 U) o � = W LL .. Z W U= O Z 09/14/04 TUL" .10:28 FAX 4159891552 ISMI Consulting Engineers KPVV STRUCTURAL CALCULATIONS APPLE STORE -- SOUTH CENTER SCA'[ TLE, WASHINGTON TABLE OF CONrITN'1'S Secti Light Metal Framing Calculations Prepared for: MBII Architects — Alameda, CAS__. August 26, 20041 rM E'a�c Al Dine Sikned August 26, 200 4 r 1100 Battery Street, Suite 300, San Rantiscu, California 34111 (4151909.1004 FAX (415J989-1552 wwwIplLcom Seattlo Tacoma Portland Sacramento San Francisco Oakland Los Angulas Irvine SouOlago Phoenix St. Louis SEP 14,2004 10:35 4159891552 Page 2 Z H- W JU UO N 0 J � CO) LL W O L L N a. = W Z� E- O Z F— III Lu ' U� 'O N: W Lu H L). —0 LLI Z U= O Z a 09/.1.4/04 TUL: 10 :13 FAX 4.1.59591552 f i KII F 1600:3 p rajoct Consulting Engineers lor,;abon 1160 Battery Street, Suite 300 San Francisco, California .94111 ` (415) 98.9 -1004 FA1 X MIN 989 -1552 i N ; ,loot no. � b A l job no. _MPLE CARE STl BI Pt I sEE 1n A6.1 23' -•7 SEP 14,2004 10:35 4159891552 Page 3 Z 1 � H W W � U O 0 U) J F- CO) LL W 0 . LL. Q CO = W ? F H- O. Z 1— 5 U� O - . 13 1-- W H U: LL ~ O 111 Z U CO, O Z 09/14/04 ITE .10:23 FAX 4.1.59391552 r i U.S. OF ( E) STRUCTURE V.I — .F. *NOTE: ALL ELEC., MECH. SPR, EQUIPMENT TO BE RUN IN 6" JOIST SPACE OR SHIELDED W/ PLYWOOD SURROUND +8' -Q" -OIL RCP. / ELEVATION _ FASTEN TRACK TO (E) WALL AND TOP FURRED SUPPORT WALL 5/8" TYPE 'X' GYP. BD. BUILT -UP BEAM (2) 12" X, 16GA BOXED HEADER (OMIT WHERE WALL OCCURS) KI'FF 6!t x 1 (pt9 - 4 M� C- fibr o _c. TOILET/ OFFICE OR SCULLERY 1.6 GA. MTL. STUD TRACK, —�- ANCHOR TO SLAB AT 24" O.C. MAX AND 12" FROM EACH END. X 11 (E) FLOOR SLAB �1 = WALL TYPE AS SHOWN ON A2.1 PARTIAL HEIGHT WALL i -J A 3/1, 1( T14wG 3 5/8" X 16 GA. MTL. STUDS AT 16" O.C. LINE UP WITH JOISTS ABOVE 6" STUDS ASREQ'D@ PLUMBING WALLS. PROVIDE SOUND INSULATION AT TOILET & OFFICE WALLS 3/8 ° =1' -O" R: \Apple— B( idgewoter \CD \051_DTL_SF\A50- 05.dwg z W' � JU 0 0 cl) w= J co) U- w O. u- �a =w X. ZO 25 U O �': w I=- U . LL o LLI z U CO. z SEP 14,2004 10:36 4159891552 Page 4 09/14/04 TLIE .10:29 FAX 41-59891.552 KPFF I j 005 P fo l uct A-epii-. by 3livet no Consulting Engineers A-- lormlion dale 1 160 Battery Street, Suite 300 job nc)7 San Francisco, California 94111 client (415) 989-1004 FAX 1415) 989-155P L�A - fiL SEP 14,2004 10:36 4159891552 Page 5 .z Z. LLJ JU 00 cl) 0 W = CO LL, UJ 0, 2 � 9 -J LL CY p. LU Z 0 W �- LLJ LL j a L) CO) 0- a �. LLJ W 0 LLI Z, CO, 0 Z-.. 09/14/04 TLIE 10:29 FAX 41-5989.1.552 KPFF 121006 by i" I Consulting Engineers ffm locatton 1160 Battery Strout, Suite 300 job no. San Frandsco, California 94 1 11 C118M (415) 989-1004 FAX (415,1989- 1552 ry ps?) 0 a 14LJP Tc I cl,tl -- �` -- / = G rp '7 7 ... .... . .. A Vin. C «,'w �, n� SEP 14,2004 10:37 4159891552 Page 6 Z Z� LLJ D _3 U 0 0 N 0, cf) Im �LU —J CO U. w 0 Ei LL < D LLJ Z 1-- O. Z 1-, LU LLf 25 C3 w LLJ - O Z ; O �z 09/.1.4/04 TUL 10:29 VAX 415989.11.552 KIII-T 1600• proinm by n lhorl no. VConsulting Engineers IUC311011 -e, atA Irz(a k-7 1 160 Battery Street Suite 300 job no. San Francisco, California 94111 Cliont (415) 989-1004 FAX (4151969 -1552 ;� f-1 I (/ r.� - LEVI c:--r4r 00) 17 > TZA-6, IL ('�.,.... f 4 ,.. t . : .•� ,tip � ., -, r f i ;. � ? �:,•. M. 2 72, C7 SEP 14 10:37 4159891552 Page 7 Z Z W, 2 � D O� CO) LLI -J F- S2 U.� ui 0 LL D LLI 0 Z F- W W U) W W T- C. ) F- w P . —0 z W; Z, 09/14/04 10:30 FAX 41,598.9.1552 KIIVV MA = Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. A N VU 7 SEP 14,2004 10:38 4159891552 Page 8 Z I -: ' Z Cy. w 00 (00 CO w W m LL W 2� LL _3 < CO D 0 W Z F_ 0 z F_ W LJJ 5 0- ❑ t_ WW 3: - O Z 0 Z Structural (S) Stud Section Properties 4.,�' i n; b es g ; , . , Gross �Ay Effective 33ksi Effective SOksi. :'Jarslonal Thj4icm Area' Weight, lxx , Sm FIX . itry lXX Sxx, Ma Va Wi. , Va ' Ycg .1 Cw Yo Po spe: 6 mn (in (inq_ fbifl) _ ) , (N) in ( L r1l 250S 137.33 0.0346 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.203 0.156 3.09 1 C4 1.272 0.079 0.075 -1.170 1.633 0.486 250SI37.43 0.0151 0.255 OV 0.26 0208 1.00 O.OE I 0.S t 1 0.261 0.205 4.53 1350 1260 0.173 O.C94 •1.158 1.620 C-A8O 250SI17.54 0.0566 0.3 1.07 0.318 0.255 1.CC4 0.080 0.504 0.310 0.255 5.76 1656 1,250 0.318 0.244 8.22 2510 ,.2711 0.337 0,113 -1.150 1.61A 0.468 250SI37.68 0.0713 0.390 1.33 0.386 0.309 0,994 0.095 0.495 0.396 0.309 7.19 7.017 1.250 0.386 0309 1005 1057 1.251 0.661 0.134 -1.142 1.593 0.486 250SI62-33 0.0346 0.223 0.76 0.235 0.188 1.027 0.087 0,624 0.235 0.180 3.55 1040 1.274 0.089 0.11 -1.501 i.922 0.390 250SI62-43 0.0451 0289 0.96 0.302 0.242 1.022 0.1 0.62.0 0.332 0.240 5.22 1350 1.291 0. 0.182 -1.489 1,909 0,392 2505162-54 0.0566 0.358 1.22 0.370 0,296 1,016 0. 0.613 0.370 0.296 6.57 1656 1.250 0.370 0,289 8.62 2510 1.267 0.383 0.219 • 1.398 (1.391 250SI62-68 0.0713 0.443 1.51 0.450 0.360 - 0.605 0.450 0.360 6.21 2017 1.250 0.450 0.357 12.10 3057 1.255 0.752 0.262 -1174 1.885 0.389 35OS162.�� 0,88 6.8 08 _6.290 l.46 0. 0 0.6 1 0.508 0,279 5.50 10i' 6 . 1 1 _ 0. * 0 273 " 1.351 . P.04. 0.5C-3 350SI62.43 0.0451 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.372 8.00 1777 1.755 0.227 0.345 -1,339 2.031 0.565 3505162-54 0.0566 0.415 1.41 0804 0,460 1.392 0.152 0.606 0.804 0.460 10.20 2403 1,750 0.804 0.447 13.37 344 1.773 0.442 0.418 -1.331 2.019 (1,566 150 SI 62-68 ...,. 0.0713 0515 1.75 0.985 - 0.563 1. 0.184 0.597 0.985 0.563 12.93 2959 1.750 0.985 0.557 18.89 4383 1.758 0.872 0.503 •1.321 2.004 0.565 36i$67 3 00346 0 0.4 0.264 1.424 0.059 0.501 0.479 0.254 5.02 1039 1.842 0.094 0.162 -1.026 1 1.826 (1.694 3625137-43 0.0451 0.306 1.04 0.616 0.340 1.419 0.075 0.407 0.616 0.334 7.38 1777 1.826 0.207 0.204 -1.015 1A14 0,687 3628137-54 0.0566 0.379 1.29 0.756 0.417 1.411 0.091 0,490 0.756 0.417 9.43 2497 1.812 0.756 OACO 13.47 3446 1.844 0.405 0.246 -1.006 1.801 0.688 3625137-68 C.0713 0. 1.60 0922 0.509 1.401 0.109 0.480 0.922 0.569 11.87 3076 1.812 0.922 ORB 17.56 466 1.814 0.797 0.294 -0006 1.784 0.669 3628162-33 0.0346 0,262 0,89 0,551 0.304 1450 0.099 0.616 0.551 0.292 5.77 1039 1.843 0.105 0.293 -1.335 2.065 O.582 3625162.43 00451 0.240 1.16 0.710 0.392 1.445 0.127 0.61 0.710 0.389 8.46 17 1.810 0,220 0.371 -1.323 2,052 0. 362SI6254 O.M 6 0.422 1.44 0.873 0.481 1.436 0.154 0.504 0.873 0.481 10.69 2497 1.812 0.873 0.468 14.00 3446 1.836 0,151 0.449 -1.314 2.040 0.585 3625162-68 0.0713 0,524 1.78 1.069 0.590 1.429 0.186 0.596 1,060 0.590 1144 2076 1,812 1.069 0.564 1.9.80 4661 1.820 0.887 0.540 - 2.024 0.5u5 362S200.33 0.03 0.297 1•.01 0.648 0.358 1 1.478 0.177 0.772 0.643 0,318 6.29 1039 1,898 0.118 0.571 -1.770 2.432 0.470 3625200-43 0.0451 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.448 8.65 1777 1.834 0.261 0,726 -1.758 2.419 0,472 3625200-54 0.0566 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.168 12.36 2497 1.8 1.030 0.509 15.25 3446 1.698 0.511 0.884 -1.750 2.407 OA71 362S2M68 0.0713 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1,266 0,698 15.54 3076 1.812 1.265 0,673 22.3 t 4661 1.844 1.008 1.070 -1.741 2.393 U.470 40CS137-33 0.0346 0.249 0.05 0.603 0.301 1.556 0.061 0.496 0.603 0.290 5.74 936 2.031 0 0.200 •0,987 1.908 Q.732 0 0. ' 42 9 6 9 4COS137.43 0.0 0.223 1.10 0.776 0,388 1.551 0.078 0.491 0.776 0.382 8.43 1777 2.014 0.219 0.253 -0.976 1.897 0.735 4 005137-54 0.0566 0. 1.36 0.553 0.477 1.5 0.094 0.484 0.953 0.477 10.78 2777 2.000 0.953 0. 15.40 3446 10341 0.305 -0.967 1.884 0.737 ADOS137.68 0.0713 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.562 13.58 3429 2.000 1. 0.581 20.10 5196 2.002 0.842 0.365 •0.956 1.266 0.738 40S162.33 0.0340 0.275 0.04 0.692 0.346 1520 0.103 0.611 0.692 0.332 6.57 936 2.032 0.110 0.358 -1.288 2.133 0.E35 0OS162.43 0.0451 0.357 0.892 0.446 1.581 0.131 0.96 0.892 0.443 9.63 1 177 2.006 0.242 0.453 -1.276 2.121 0.638 4005162-54 0.0560 0.443 1.51 1.096 0.549 1.574 0.169 0.600 1.090 0,549 12.18 2 2777 2.000 1.098 0.533 6 . 3 15.9 34 2,026 0.473 0.550 - 1.26B 2.108 0.638 400SI62-68. 0.0 0.550 1.87 .1.346 0.673 1.564 0.192 0.591 1.346 0.673 15.34 3429 2.CGO 1.346 0.668 22.60. 51-0 2.009 0.933 0.663 -1.256 2.092 0.639 4MS200-33 0.0346 0.310 1.05 0.812 0.406 1.6 0.183 0.769 0.8C5 0.362 7.16 936 2.091 0.124 0.689 -1.715 2.481 0.522 40CS200-43 0.0e51 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0509 10.C6 1777 2.023 0.?72 0.876 -1.703 2.468 0.524 4005200 0.0566 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.6-16 14.06 2717 2,000 1.292 0,580 17.36 3446 2.091 0.534 I.C68 -1.695 2.45e 11.524 4GOS2M-68 0.0713 0.622 2.12 1. O.M 0.349 0.750 0.795 17.68 3429 2.000 1.589 0.766 25.41 5196 2.035 1.054 1.295 •1.666 2.4 0.523 . 1.599 �1. 5 5 0 5162.33 .tOS162-33 0.0346, -0.327 1.11 J.4.58 0.530 2.112 0.113 0.589 1.458 0.512 10.11, 670 2.787 0.136 0.704 -1.134 2.468 0.789 5505162-43 0.0451, 0.424 1.44 1.883 0.685 2.107 0.145 0.584 1.883 0.681 14.79 1487 2.757 0.288 0.894 -1.123 2.456 0.701 SMS162-54 .0.0566 0.528 1.90 2,324 0.845 2.098 0.176 0.577 2.324 am 18.76 '2799 2.750 2.324' 0.621 24.59 2967 2.782 0.564 1.088 .1. 111 2.445 0.792 550$1 2.6 0.0713 0.657 2.24 2,861 1.040 2.086 0.212 0.568 2.861 1.040 23.7P 4442 2.750 2.861 1.031 34.94 5468 2.761 1.114 1.316 -1.103 2,427 0.793 6005137-33 2'.'t %, 0.0346 0.318 1.08 1.582 0.527 2.229 0.069 0.464 1.582 0.510 10.07 612 3.039 • 0.127 0.493 0.823 2.421 9.684 600SI37.43 0.0451 0.413 1.41 2.042 0.681 2,223 0,087 0.459 2.0 0.E70 1410 1358 3.018 0.280 0.625 -0.813 2.411 0.886 GOOS137.54 0.0566 0.514 1.75 2.518 0,839 2213 0. 0.452 2.518 0.839 18.90 2708 3.000 2.518 0.809 27.23 2708 3.0-12 0,549 0.757 -0.804 2.398 0.688 6005137-68 0.0713 0.640 2.18 3.094 1.031 2.2CO 0.125 0.443 3.094 1.031 24.05 4442 3,000 3.094 1.029 35.60 5468 3.002 1.084 0.911 •C.793 2.380 0.889 6COS137-97 0.1017 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.168 1.396 34.48 7372 3.000 4.166 1.306 50.80 11124 3.000 3.060 1,179 -0.770 2.341 0.892 60OS162733 0.0346 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0.577 IiAl 612 low 0.137 0.851 -1.091 2,595 0.823 600S1 62-43 :0.0451 0.447 1,52 2.316 0.772 2.276 0.148 0.576 2.316 0.767 16.68 1359 3.007 0.1131 1 AV .1 QRI I SR;; ]A�r f600S16P.54 0.05L�_ 0556 1.8.9 Z860 0,953 2,267 0.180 0 28CO 0.953 21.17 2708 3.000 2.860 0.927 27.76 2708 3.034 0,594 1.310 -1.072 2.572 '3.826 'BOGSIQ2.68 0,0713 0.693 2.36 3.525 1.175 2.255 0.218 0,560 3.525 1.175 26.79 44.1 - 3070 - 3.625 1.164 39.46 0468 3.011 1.174 1.595 -1,061 2.05 _ 3,528 BOOS162.97 01017 0.966 3.29 4.797 1.599 2.229 0.263 0.541 4.797 1.599 38.37 7372 3.000 4,797 1599 56.73 1 t 124 3.000 3.329 2.093 -1.039 2.518 3.830 6ODS200.33 0.0346 0.379 1.29 2.075 0.692 2.340 0.209 0.743 2,059 0.617 12.2G 612 3.135 0.151 1.577 -1.479 2.836 1.734 60OS200-43 0.0451 0.492 1.67 2.683 0.894 2.335 0.268 0.739 2.683 0,873 17.24 1359 3.028 0.334 2.012 -1.468 2.855 3.736 6005200-54 0.0566 0,613 2.09 3.319 1.106 2.327 0.328 0.732 3,319 1.106 24.07 2703 3.000 3.319 1.002 30.01 2708 3.117 0.655 2.461 -i.e5g 2.942 0.737 60OS200-68 0.0713 0.764 2.60 4.101 1.367 2.316 0.400 0.723 4.101 1.367 30.42 4442 3.000 4.101 1.317 43.71 5 3.047 1.295 2.997 -1.448 2.826 0.737 6005200-97 0.1017 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1.871 43.49 7V2 3,000 5.612 1.871 E4.53 11124 3.000 3.679 3.981 -1.427 2.791 0.739 6COS250.43 0.0451 0.537 1.83 3.002 1.027 2.396 0.458 0.923 3,082 0.918 18.14 1358 3.134 0.364 3.379 -1.898 3.193 0.647 .6045250-54 0,0566 •0.670 2.28 3.819 1.273 2.368 0.562 0.917 3.819 1.159 22.90 2 3.115 3.7611 1.069 32.00 2708 3.207 0.715 4.146 -1.289 3,180 0.647 60GS250.68 0.0713 0.63E 2.64 4,727 1.576 2.378 0.688 0. 90'8 a 4.727 1.522 30.08 4442 3.045 4,727 1.342 40.19 5468 3.191 1.416 5.071 •1.878 3.164 0.647 6005250-97 0.1017 1.169 3.98 6.496 2.165 2.357 6.923 0.889 1 6.496 2.160 48.60 7372 3.003 1 6.496 2.063 69.38 11 124- U62 4.0330 6.798 •1.857 3.130 0.648 Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. A N VU 7 SEP 14,2004 10:38 4159891552 Page 8 Z I -: ' Z Cy. w 00 (00 CO w W m LL W 2� LL _3 < CO D 0 W Z F_ 0 z F_ W LJJ 5 0- ❑ t_ WW 3: - O Z 0 Z Structural (S) Stud Section Properties 4.,�' 09/14/04 TUE 10:31 I -M 41.598111552 r 1. 2. 3. 4. 5. 6. 7. KPFF Screw Table Notes ka Screw spacing and edge distance shall not be less than 3 x d. (d = Nominal screw diameter) The allowable loads are based on the steel properties of the members being connected, per AISI section E4. When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. The nominal strength of the screw must be at least 3.75 times the allowable loads. Values include a 3.0 factor of safety. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be installed and tightened in accordance with screw manufacturer's recommendations. Allowable Loads for Screw Connections (lbs /screw) M 1 1. 2. 3. 4. 5. 6. Weld Table Notes Weld capacities based on AISI, section E2 When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. Values include a 2.5.factor of safety. Based on the minimum allowance load for fillet or flare groove welds, longitudinal or transverse loads. Allowable loads based on E60xx electrodes. For material less than or equal to .1242" thick, drawings show nominal weld size. For such material, the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads for Fillet Welds and Flare Groove Welds Steel Mils Thicknoss Desii n in) .Steel, Pmperlies 'F ksi Fu ksi No ` 12 No. 10 :. Noe 0.0451 Steol Thickness Steel Prgp'' es, Oia 0.21.6 Uo) Oia 0:190 (1n) . Dia ^ 0;164 (m); Ofa = 0.138'(ln); Mils . Doti n liri ksi Fu ksii Shear :: Pullout Shear Pullout Shear ' Pullout RMENROCRUMM She . Pullout 18 0.0188 33 45 i, , :.. ;,. �t Y` ,��. k�ta "=' ^a "1 ` °�� 1; ,fit ):: 66 39 59 60 33 111 50 27 0.0283 33 45 s - {:. gig 45 65 129 55 30 0.0312 33 45 11 � :��. ? "�:c:c �,•�''��'` 151 76 141 68 33 0.0346 33 45 . i<'w ti m, t{: . 177 84 164 72 151 . 61 43 0.0451 33 45 260 124 263 109 9.11 94 2.24 79 65 1/A 54 0.0566 33 45 394 156 370 137 68 0.0713 _ t 33 45 557 196 523 1%3 +• 3 'a.4t0d5 urr =l •:X'u�i «: ?"�« }ii��:+� -`i ?; M 1 1. 2. 3. 4. 5. 6. Weld Table Notes Weld capacities based on AISI, section E2 When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. Values include a 2.5.factor of safety. Based on the minimum allowance load for fillet or flare groove welds, longitudinal or transverse loads. Allowable loads based on E60xx electrodes. For material less than or equal to .1242" thick, drawings show nominal weld size. For such material, the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads for Fillet Welds and Flare Groove Welds Steel Mils Thicknoss Desii n in) .Steel, Pmperlies 'F ksi Fu ksi ;Nominal_ Wold Size Allowable, Load (lb/in) 43 0.0451 33 45 1/16 609 54 0.0566 33 45 3132 764 68 0.0713 33 45 1M 963 97 0.1017 33 45. 118 1373 118 0 .1242 33 45 1/8 1677 54 0.0566 50 65 3132 1104 68 0.0713 50 65 1/8 1340 97 0.1017 50 65 1/8 1983 118 0.1242 50 65 1/A 2422 48 SEP 14,2004 10:39 4159891552 SSMIX Page 9 Z �W D UQ W� NW W �5 U. cl) = a �W Z O W W UC3 .0 CO o� W o •Z W U= O~ Z Transmittal Date: July 12, 2004 To: Bob Robinson Permit Place of Washington 37936 23 PI. S. Federal Way, WA 98003 Via: Fed Ex Enclosed: Subject: Building Department Response Project: Apple SouthCenter Seattle, Washington MBH Project No. 4161OG Quanti Description Date 1 Letter to Building Department 7.12.04 4 Sheet A1.1- Revised Barricade Stamped and Signed 7.9.04 1 Specification Section 09520 7.12.04 1 Newmat Website information Comments: Bob, Please find the enclosed re- submittal package. If you need any additional information or have any questions, please call. Thank you, John FILIE COP r; AA,CHITECTS,: >, 1115 Atlantic Avenue Alameda, CA 94501 Tel 510. 865.8663 Fax 510. 865.1611 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 6 2004 City Of Tukwila BUILDING DIVISION RE r�TV nF r� Wit q z 4 R CORRECTjON LTR #— w MBH Architects: John Schmid (510) 747 -1132 Date: 7/12/2004 Distribution: Mitchell Tobias & Kay Cheung / MBH Architects- Transmittal Only Jay Catalano / Shawmut- Letter, Sheet A1.1, Spec, & Newmat info File / MBH Architects 1)6q vww(q7 www.mbharch.com R:\D000MENTWPPLE\PROJECTS \41610 - SOUTHCENTER \CORRESPONDENCE\TRANS SHAWMUT_PERMIT DRAWINGS071204.DOC Z W � JU UO rn 0 C0 N 8L WO U . C0 = W ' zF E- O z H- W W; �5 U0 O � o� W W. � F L z U N: H H O z July 12, 2004 Mr. Ken Nelsen, Senior Plans Examiner Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, Washington 98188 Subject: Building Division Review Comments July 6, 2004 Application #D04 -197 Project: Apple Computer Inc. Tenant Improvement SouthCenter Mall Seattle, Washington MBH Project No: 41610C Dear Ken, Enclosed are the changes and back up material to address the following comments- 1. 2. K] Comment: "The construction barricade detail number 7 uses plastic visqueen from the top of the barricade wall... " o Response: This detail has been revised to delete the visqueen and include a drywall top back to the bulkhead. Comment: "The proposed suspended fabric and pvc ceiling system (Newmat) is listed in the project manual to have a Class III(Class C) flame spread... This type of fabric may only be installed as a covering applied directly to non - combustible construction materials." o Response: Upon further review of the company's specifications, I have found that the system is Class I (Class A) rated with a Flame Spread Index of 5 and a Smoke Developed Index of 195 (See the attached Specifications and ASTM E84 documentation). Per Section 803.3.4, Class A materials are exempt from the backing clause. Comment: "Provide specific plan details for framing connections of the new walls and suspended ceiling to the existing roof truss framing. o Response: None of the partitions or strut framing extends up to the truss framing. All are free - standing, including the storefront. There are no suspended ceilings that attach to the roof truss framing. Please contact me should you have any questions or require any further assistance. S 11 R ' d6 i d Dt'I APPROVED Sincerely, John Schmid MBH Architects (510) 747 -1132 Enclosures: 1115 Atlantic Avenue z Alameda, CA 94501 W Tel 510. 865. J 0 00 No Fax 510. 865.1611 W = J F. U) L w 0 U. Q CD 0 = d w � , s z� t-- O t z -- W w U N � O 0 1— w W U_ O w z U= Z REVIEWED FOR CODE COMPLIANCE JUL 16 2004 City Of Tukwila BUILDING DIVISION "VOL A . - evise al e e al Specification Section 09520- Revised System Description for Class I material Newmat Specifications from Website- For reference ASTM -E84 Test report from Website- For reference Distribution: Jay Catalano / Shawmut Design and Construction Mitchell Tobias /Kay Cheung / MBH Architects- Letter Only Hans Milberger /Apple Computer- Letter Only File / MBH Architects www.mhharch.cem RADOCUMENT\APPLETROJECTS \41610 - Southcenter \Correspondence \Permit Letter 071204.doc I 1 Sy DH Architect Sou NI STORE SECTION 09520 APA�pV�© STRETCHED PVC CEILING SYSTEM VWL 1 Z004 Z PART 1 - GENERAL = 1.1 SUMMARY ® C,ty Of 71akWlr'� UILOING DIVISION ' A. Section Includes: Provide special stretched PVC ceiling system including framing, UO N o ba accessories as required for complete finished installation. Cl) = J � 1.2 SYSTEM DESCRIPTION N u- A. Performance Requirements: 1. Newmat Stretch Ceiling Systems have a fire hazard rating of ClassA/1 when a tested in accordance with ASTM E84-98. U- 2. Upon exposure to fire, the system did not produce products of decomposition or = c% combustion that were more toxic than those given off by wood or paper when _ decomposing or burning under comparable conditions when tested in ? F accordance with UPitt (NYS /NYC). Z o ' 3. The Newmat PVC membrane has a self ignition temperature of 842 °F and a flash ignition of 770 °F. o 4. The Newmat PVC membrane has a melting point of 331 IF to 372 °F. 0(o 5. The Newmat PVC membrane did not become detached when exposed to 300 °F w -- for 25 minutes, regardless of the Newmat rail used, i.e., PVC or aluminum. 3: v 6. MEA No. 41 -96 -M u 0 z 1.3 SUBMITTALS A. Product Data: Furnish manufacturer's literature for system and PVC. Z B. Shop Drawings: Indicate system construction; submit seaming diagrams. C. Samples: Submit samples of PVC indicating quality, color, texture and weight. D. Maintenance Instructions: Include recommended cleaning materials and application methods including precautions for cleaning materials which may be detrimental to surfaces if improperly applied. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Licensed or similarly approved by manufacturer. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store fabric in clean and dry area where temperatures are maintained at minimum 40 degrees F with normal humidity; do not store fabric in upright position. 1.6 PROJECT CONDITIONS A. Maintain surfaces and materials at minimum 60 degrees F three days before and during application period. 09520-1 Stretched PVC Ceiling System ..u.;:_ .,.'.� ier.. ..,;...+ a' i�iu: n: 3rii� f,+kkia:.':�:i.i�:{�:iit•5»+ r'AG�� "�' +CtS:. � .i,., : +t7 a i.�?+.�n:w;;;:� DH Architect PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Newmat S.A. ( www.newmat.com). B. Substitutions: Not permitted. i 2.2 MATERIALS APPLE MINI STORE South Center Mail, Seattle WA A. Ceiling System: Newmat/Stretch Ceiling System monolithic PVC ceiling system, custom fabricated for space with seams sealed and with edge condition designed for attachment to special concealed ceiling rail system. B. Primary Components: Manufacturer's standard. 1. PVC Membrane: Newmat/Miro.O.Dal monolithic PVC pre- stretched ceiling membrane in custom sizes as shown on Drawings. a. Provide acoustically transparent material at speaker locations as indicated on Drawings. b. Provide semi -rigid concealed PVC connector at rail; prewelded to membrane. 2. Rails: Manufacturer's standard PVC locking channels for each specific application including perimeter track, mid joint track, and corners /soffits. a. Basic Rails: Newmat/Newline Ghost concealed PVC rails, Newline Bright White Translucent for radius luminous ceiling system. b. Separator Rails: Double Ghost PVC concealed rails. 3. Rings: Provide PVC reinforcement rings for welding into PVC membrane where items are indicated to penetrate membrane such as sprinkler heads. 4. Acoustical Core: As recommended by system manufacturer and as required to match prototype system approved by Apple Computer Inc. C. Anchorage and Fastening Materials: Manufacturer's standard materials required to secure system to adjacent construction and for support. 2.3 FABRICATION A. Form PVC membrane into shapes as required for stretched ceiling application in configuration as indicated on Drawings with shop welded seams, with shop welded connectors to rails, and prestretched for proper installation without sags. 09520-2 Stretched PVC Ceiling System 1.. -,:: t�.. ._ : ,� ,...t,;. «.�J „ld.isr.ti. :u.:.. l:.�.....:�«.,n' i?,1'.9. J..�.t..rs'.li}Y34Ri ,�,'...e wY''.+tilS.iAl:. ' ..,�.\ ..��. ��.�.. .�, .. �. � 'fJ- i�K•w+y+li�t.14 Y. ��Y.�it� Z ~w 10 00 N J (N U. w LLQ C0 D V �w z F_ �-- O Z f_ W U� 0- . o F_ wW � F. �O w Z U= b Z i i DH Architect APPLE MINI STORE South Center Mall, Seattle WA PART 3 - EXECUTION 3.1 EXAMINATION A. Field Measurements: Take field measurements prior to beginning fabrication of stretched z ceiling system. z B. Ensure surfaces to receive system are clean, true and free of irregularities. 1. Beginning of installation signifies acceptance of substrates and conditions. JU N o C. Schedule installation of monolithic system as late as possible to prevent damage � - ul during construction. N U- w o 3.2 INSTALLATION A. Rails and Backing: Comply with manufacturer recommendations and application U¢ = d instructions for installation of system rails and backing. _ Z F ... 1. Fit to other work; scribe and cope as required for accurate fit. z o 2. Set accurately to required levels and lines with members plumb and true. UJ w � o co_ 3. Securely attach to substrates by anchoring and fastening as required by o �- recognized standards to prevent sagging or moving out of position after PVC i cwi membrane has been stretched. UO 4. Provide rails with smooth edges, so as not to show irregularities. v N s 5. Provide rings around items that occur in fabric area. z ~ B. PVC Membrane: Comply with manufacturer recommendations and installation instructions for application of PVC membrane. 1. Install using permanent type construction of sufficient strength for stretching and wear without failure during life of system. 2. Stretch PVC membrane tight and square without puckers or ripples; repair any sagging that occurs. 3.3 PROTECTION A. Protect system from construction damage; remove damaged and defective work and provide new undamaged materials. END OF SECTION 09520-3 Stretched PVC Ceiling System Guide Specifications Pagel of 5 . * aY.' g,"' S` 3wsi�:' b: w.:. �a( w»+.. ��.. 7. s"?: K, �T" b!' fi` f,• 1<. i"' i. wn?t S,'. t�. �wif'r# k' �. ��" .,?i"at:�4f?� >C:.1'Q.,.aa. ". "Ct ...�':� ... ..,..r :1�: ,., ....°",{?.: "�: " «i::;. ".Y:s";;. .....'?'}C;r; v < "x ma;'w'� Guide Specificati+o COt4 Vj jNtAC 1 E NCE CO'De AQ �RO Tukv�S PART 1 - GENERAL STRETCH CEILING SYSTEMS by NEWMAT USA LTD. 25 Surryhill Place, Huntington, NY 11743 TEL: (631) 261 -1498 / FAX: (631) 261 -1756 E -MAIL: newmatl@optonline.com DIVISION PRODUCT CODE 09545 SPECIALTY CEILINGS 1.01 SECTION INCLUDES A. Site installation of the stretch ceiling system as required by contract documents. (Optional) 1.02 RELATED SECTIONS A. Section 00000 - Xxxxxx Xxxxxxxxx; as to describe surface product is to be mount to. 02 REFERENCES A. ASTM E84 -98 - Tunnel Test B. UPitt (NYS /NYC) - Combustion Toxicity Test C. ASTM D1929 -96 - Self Ignition /Flash Ignition D. Fisher John Method - Melting Point E. UBC 801 -2 - Resistance at 300 °F for 25 mins. F. NFPA 701 -99 - Flame Resistant Textiles and Films G. MEA (NYC Dept. of Buildings) - Material and Equipment Acceptance Division H. ASTM C423 - Acoustical Test 1.03 SYSTEM DESCRIPTION A. Performance Requirements: 1. Newmat Stretch Ceiling Systems have a fire hazard rating of Class A/I wh : / /www.newmatusa.com/newmat/2400 /professionals /specifications /guide - specifications.... 7/9/2004 Z ~ w 0 Cl Uj J TLL w 9-1 U- _ 0 =w z� �O Z �5 U O- o�- w LLO ..z w CO) o'' z Guide Specifications Page 2 of 5 tested in accordance with ASTM E84 -98, except for wood finishes, which have a Class B /II rating. 2. Upon exposure to fire, the system did not produce products of decomposi or combustion that were more toxic than those given off by wood or paper when decomposing or burning under comparable conditions when tested accordance with UPitt (NYS /NYC). 3. The Newmat PVC membrane has a self ignition temperature of 842 °F an( flash ignition of 770 °F. 4. The Newmat PVC membrane has a melting point of 331 OF to 372 °F. 5. The Newmat PVC membrane did not become detached when exposed to 300 °F for 25 minutes, regardless of the Newmat rail used, i.e., PVC or aluminum. 6. When tested in accordance with NFPA 701, the Newmat PVC membrane flat, vertical wall position did not flame more than 2 seconds after the test flame was removed. The char length did not exceed 41.3 inches when teE in folds, and no specimen had dripping portions that continue to flame for more than 2 seconds after reaching the floor. 7. MEA No. 41 -96 -M. 8. When tested in accordance with ASTM C423, the Newmat Stretch Ceiling Systems have obtained NRCs between .35 to 1.0 depending on the Newr membrane, the type of mounting, and the type of acoustical backing. 1.04 QUALITY ASSURANCE A. Installer Qualifications: 1. The installation work of this section shall be performed by a Newmat licen dealer. 2. Installer must have a current certificate of authorization and training from Newmat USA Ltd. 1.05 SUBMITTALS A. Manufacturer's Product Data: Submit as may be required to show compliance witt contract documents. B. Samples: Submit sample containing specific components (rail, membrane, harpoc as specified for each area. C. Installer Certification Certificate: Submit in writing to the owner through the generc contractor. D. Warranty Certificate: Submit from Newmat USA Ltd. and installer as required by contract documents. 1.06 STORAGE AND HANDLING A. Store all materials off the ground and protected from dirt and dust of construction operations. B. Materials are to be acclimatized to installation conditions for forty -eight (48) hours prior to installation. C. Handle all materials in a manner that will protect them from damage and soiling. 1.07 WARRANTY A. Manufacturer: Newmat S.A. provides a ten (10) year limited warranty against defE http :Hwww.newmatusa.com /newmat/2400 /professionals /specifications /guide - specifications.... 7/9/2004 `.,:mi ' K ' �.:' `:.a - �anwvmwroo- 'r +'+'ri?+ *e sr.*et.xr•*c5' + "'4�"4" 11 11 " I'll, ' .. 11 __ "rxv Z ~w Q: 2 D 00 N C0 W J = �LL w La CO) D = �w Z= �_O Z W U� V) 0 �- wW L W Z U= o� Z Guide Specifications Page 3 of 5 in materials and welds. B. Installer: Installer provides a one (1) year, or as required by contract documents, limited warranty against defects in workmanship. PART 2 - PRODUCTS 2.01 MANUFACTURER The stretch ceiling system shall consist of a custom fabricated ceiling membran with concealed or visible rails as manufactured by Newmat S.A., 22 Rue du General Dame, Haubourdin Cedex 59482 France; 011333 20.50.70.06/011333 20.50.98.03. 2.02 COMPONENTS A. Rails: 1. Visible /Wall- Mounted /PVC: Classical, Elegance, Mini, or Crown Rail 2. Visible /Ceiling- Mounted /PVC: Mini Rail 3. Visible Wall- Mounted Aluminum Rail: Silhouette Rail 4. Concealed /Wall- or Ceiling- Mounted: Ghost (PVC) or Shadow (PVC) Rail 5. Separators /PVC: Double Classical Visible or Double Ghost Concealed Ra 6. Option A: All visible rails can be matched in color /finish to ceiling membrar 7. Option B: A decorative "cover" to complement design can be clipped onto Elegance Rail. (Note: Select rail detail from above choices to suit design; specify by namE See attached sketches.) B. Ceiling Membrane /Aesthetic: A PVC ceiling membrane for each system will be custom fabricated according to exact field measurements. 1. Newmat: Monolithic ceiling membrane in over 100 colors /finishes includinc matte, satin, lacquer, marble, wood, metallic, leather, suede, speckled, sal patina, city light, metallic grid 2. Newline: Perforated ceiling membrane in various patterns /sizes of perforations and 44 colors in lacquer or matte finishes 3. NewAcoustic: Microperforated ceiling membrane in over 100 colors /finishE 4. NewGraphic: Custom digital printing on membrane in 350 dpi 5. BatiNewline: Architectural mesh (vinyl coated polyester mesh) ceiling membranes in 2 patterns and 17 colors 6. NewLight: Translucent membrane in 7 colors for ceilings, walls, exhibits, 3 designs, etc 7. Mir.O.Dal: Prestretched ceiling tiles in unlimited sizes and colors /finishes 8. Bio -Pruf: Anti - bacterial ceiling membrane in 4 satin colors (Note: Select color /finish from available choices to suit design; specify by reference number - i.e., white matte - M15; white lacquer - L1.) C. Ceiling Membrane /Technical: 1. Composition: Polyvinyl chloride 2. Dimensional Stability: From -20oF to 150oF 3. Thickness: Between 5 mil and 8 mil depending on membrane finish 4. Weight: Between .59 ounces to 1.05 ounces per sq. foot depending on http: / /www. newmatusa. com/newmat/ 2400 /professionals /specifications /guide - specifications.... 7/9/2004 All I ER a�et.WxvwM.�NS . 1. an�YTa�a• MU• Mw. m<..,,. �w. • �.. �. mre. nr. no ,..amtxi!1�Yd'A1tYU71�F'?.Y�!` •- - _"sc ^.:m.. .: ...�.y.z" • ._. i 1 Z W JU UO CO co W J :E eW w� �Q � = a �w z �o Z�_ w U C3 o - o �- wW _ F Lo Z W U= P Z Guide Specifications Page 4 of 5 membrane finish 5. Tensile Strength: Between 2,000 pounds and 2,500 pounds per sq. inch D. Harpoon: A semi -rigid PVC harpoon (no need to specify; according to rail selectio pre- welded onto the perimeter of each ceiling membrane. 1. Visible z 2. Concealed = z 3. Mini E. Rings: PVC or Komatex reinforcement rings (circular, square, rectangular, etc.) ar o be used for perforations through the membrane for lighting fixtures, sprinkler heads, 0 0 HVAC registers, etc. w F. Option: An acoustical material meeting the requirements of contract documents al w o acoustical engineer can be installed above the Newmat ceiling membrane, such as semi -rigid or rigid fiberglass, mineral fiber panels, fire - retardant spray -on material, a cellulose spray -on, etc. a =w PART 3 - EXECUTION Z ~ z� 3.01 EXAMINATION 5 A. Examine the condition of the installation site for compliance to the preparatory N conditions under which the work of this section must be performed. o B. Notify the general contractor or owner immediately of any unsatisfactory condition w w Do not proceed until such conditions have been corrected in a manner that enables, T proper quality installation satisfactory to the installer. C. Survey the installation site for exact field measurements for custom fabrication of z w Co ceiling membrane. � 3.02 PREPARATION z A. Mounting surface shall be smooth and flat (taped if drywall and sealed) prior to installation of rails. B. The ceiling membrane shall not be installed until: 1. the space has been enclosed and is weather -tight 2. all wet work has been completed and is dry 3. painting of mounting surface has been completed 4. all adjacent and related work of other trades has been completed includinc but not limited to: architectural metal, gypsum drywall, plastering wall covering, painting, HVAC, sprinkler system, electrical work; all wiring must secured at least 2 inches above Newmat ceiling height and no sharp objet (rods, metal, etc.) can be left unprotected within 2 feet above ceiling heigh 5. for ceiling areas in excess of 400 square feet, and for all ceilings with a glc finish, all penetrations for lights, sprinklers, registers, etc. must be adjustat in height, either in their design or in the design of their support 6. ambient temperature and humidity to be maintained at values that approximate those of occupancy (HVAC system to be shut down at time o ceiling membrane installation) 3.03 INSTALLATION A. Field measure each ceiling /wall area on which the rail is to be installed. httpW //www.newmatusa.com/newmat/2400 /professionals /specifications /guide- specifications.... 7/9/2004 Guide Specifications Page 5 of 5 B. Secure rails on the perimeter of each area (level or curved to accommodate desi5 using the following means: 1. on semi -soft materials (i.e., gypsum drywall, plaster, wood), 1" pneumaticc driven coated staples not more than 2 inches on center 2. on hard materials (i.e., concrete, brick, ceramic tile, marble /stone), 3/16" aluminum rivets not more than 4 inches on center C. Stretch custom fabricated membrane by "hooking" the harpoon into the rail using Newmat spatulas and technique combined with a heat source in order to make the membrane stretchable (flexible). D. Install reinforcement rings on site using Newmat cold -weld adhesive. 3.04 CLEANING A. Wipe down rails and ceiling membrane upon completion of installation with damp white cloth or with denatured alcohol if necessary. END OF SECTION _ ::_(.J c „ 1: - )r,:, com/newmat/2400 /professionals /specifications /guide - specifications.... 7/9/2004 z QQ SZ Ui �U 0 UO co Ui, J H W LL W O U. N �. =0 �W Z =. t- H- O z �- W VO O I— W UJ U W Z H � O z ASTM E84 / Translucent Finish Page 7 of 13 SOUTHWEST RESEARCH INSTITUTE 6220 CULEBRA ROAD . POST OFFICE OAA�IrR 28510 ! $All ANT41 TEXAS, USA 79228.0510 • 12101684-5111 • TELEX 2448-46 CHEMISTRY AND CHEMICAL ENGINEERING DIVISION DEPARTMENT OF FIRE TECHNOLOGY FAX(210)522 -3377 INVESTIGATION OF TIIE SURFACE BURNING C1;IARA.CTERT.STICS OF A 0.007 N. THICK NEWMAT STRETCH CEILING MATERIAL. SUPPaR'ITED WITH WIRE AND RODS I+IATEPUAL ID: TRANSLUCENT FINISH SwRI PROJECT NO.: 01- 2303 -3134 FINIAL REPORT TEST DATE: 12 -JUL -1999 REPORT DATE: 16- JUL -1999 Prepared far: NEWMAT S,A. 22 RUE DU GCNIRAL.DAME 59182 IJAUBOURDIN CEDER FRANCE-" By: U� Anthony L. Sauceda Supervisor Material Flammability Section Approved by: Alex B. Wenzel Director Department of fire Technology Of TK% rdperl is tot me mlo iasron W 1rt Cjjenl. If IMy De used in 'is vnlfraty for Me Purrost Of "c4nn9 VC40 HcePtance (rcm duly CO"=i Nf apm(wal julnoMics, rt15 r000ft 511111(101 Bd ednrdducad Ax"M �n hill mit% 4 the u"i.n annrnvaf M A. nj m .Mr IYu http:/ /www.newmatusa.com/newmat/2400/ professionals /testings /astm -e84- translucent- finis... 7/9/2004 'Milli 11 1 i l l illm "i i MINIMUM III 1q; P11 11. Z F- Z W QQ� JU UO Cl) ° cA W J H Cl) U. WO LLQ CO = F- W Z F- 0 �5 v O °1.— WW F- ILO Z w U= O Z a ASTM E84 / Translucent Finish Page 9 of 13 This standard should be used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions and should not be used to describe or appraise the fire - hazard or fire -risk of materials, products, or assemblies under actual fire conditions. However, results of the test may be used as elements of n tire- hazard assessment or a fire -risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard or fire risk of a particular end use. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. APPENDIX VI - E 1997 UNIFORM FIRE CODE TABLE 8- A--- FLAME- SPREAD CLASSIFICATION Class Flame- sprcad Index I 0 -25 CI 26 -75 IIC 76 -200 2of5 nnnl c /tPetin oc / ,gstm -eR4- translucent - finis... 7/9/2004 z ~ w t QQ r 2 JU 00 C/) H C0 LL WO LL ¢ Ct) D = �- _ z f- t— O z F- w w U ON .0 H W � U' O .z w U2 O z ASTM E84 / Translucent Finish IN TROInUMON Page 8 of 13 This report presents the results of an ASTM E84 test on a specimen submitted by the Client. The test is conducted in accordance with the procedure outlined in As E-84- 9sel, "Standard Test Method for Surface Burning Characteristics of Building 'Materials" (NFPA 255, ANSI /UL 723 and UBC 5 -1). This test method for the comparative surface burning behavior of building materials is applicable to exposed surfaces, such as ceilings or walls, provided that tite material or assembly of materials, by its own structural quality or the manner in which it is tested and intended for use, is capable of supporting itself in position or being supported during the test period. `these tests are conducted with the material in the ceiling position. The purpose of this test method is to determine the relative burning behavior of the material by observing the flame spread along the specimen. Flame Spread and Smoke Developed index are reported. However, there is not necessarily a relationship between these two measurements. For each test, a specimen measuring at least 21 in. wide x 24 ft long is required. The specimen may consist of a continuous, unbroken length, or of sections joined end end. When requested by the Client, specimens are prepared at SwIU following the Client's instructions. Unless otherwise indicated by the Client, test specimens are conditioned as appropriate in an. atmosphere maintained between 68 and 78 °F and 45 to 55% relative humidity. .Immediately prior to the test, the specimen is mounted in the furnace with the side to be tested facing the test #lame. Sometimes, because of the nature of the material undergoing testing, additional support (e.g. wire, wire and rods, rods, and/or bars) is used to ensure that tite specimen will remain in position during the test. The use of supporting materials on the underside of the test specimen may lower the Flame Spread Index from that which might be obtained if the specimen could be tested without such support, and the test results do not necessarily relate to indices obtained by testing materials without such support. The flame front position and light obscuration are recorded throughout the 1.0- minute test and used to calculate the Flame Spread and Smoke Developed indices, The temperature at 24 ft is also recorded. 'Me Flame Spread and Stoke Developed indices reported herein are relative to the results obtained for mineral fiber- reinforced cement board and select grade red oak (moisture content between 6 and 8 %). The mineral fiber - reinforced cement board is the calibration material used to obtain 0 values for Flame Spread and Smoke; red oak decks are used to obtain 100 values for Flame Spread and Smoke. The results apply specifically to the specimens tested, in the manner tested, and not to the entire production of these or similar materials, nor to the-performance when used in combination with other materials. :/ /www.newmatusa.cominewmatl24001 professionals ltestingslastm -e84- translucent - finis... 7/9/2004 z ~ w UO (D 0 J 0) U- 10 U-Q CO D = a �w z F- 0 w ~ w U� ON o t- w W F- u" 0 w z U= O z a i ASTM E84 / Translucent Finish ASTINI E84-98' REPORT CLIENT: NEWMAT S.A. SWRI PROJECT NO: 01- 2303 -313d DAILY TEST NO: 4 Page 10 of 13 DESCRIPTION OF SPECIINIEN DATE RECEIVED: 29- Jun -1999 (received rea(ly -to -test} MATERIAL ID:* Translucent: Finish DESCRIPTION: Newmat stretch ceiling material THICKNESS: 0.007 in. (nominal) UNIT WEIGHT: 8.90 ovtsq yd COLOR: Cream SPECIMEN SIZE: One section 24.0 in. wide x 300 in. long CONDITIONING TIME: 4 days at 70 and 50% relative humidity SUPPORT USED: 2.0 in. hexagonal wire mesh with 0.25 in. diameter steel rods every 24.0 in. WITNESSED BY: Mr. Pascal Gicquel of New mat S.A. From Client's material description : / /www.newmatusa. cominewmatl24001 professionals ltestings /astm -e84- translucent- finis... 7/9/2004 z ;~ z �W Q � J U. 00 N C0 W J = H (D LL w �a -. LL ¢ = �w Z I- O z H- W W D O -, off WW �F �O w z p m O F- z i ASTM E84 / Translucent Finish ASTM E84 -98" REPORT CLIENT: NEWMAT S.A. SWRI PROJECT NO: 01= 2303 -3134 DAILY TEST NO: 4 TEST ItESULTS (ROUNDED TO NEAREST 5) FLAME SPREAD INDEX (FSI): 5 SMOKE DEVELOPED INDEX (SDI): 195 TEST DATA UNROUNDED FSI: 5.6 UNROUNDED SDI: 194.8 FS *TIME AREA (Ft *-tin): 11.0 SMOKE AREA ( *Min): 182.0 FUEL AREA ( °F«Min): 4472.1 OBSERVATIONS DURING TEST IGNITION TIME (Min:Sec): 0:07 MAXIMUM FLAME FRONT ADVANCE (Ft.): nmE m MAXIMUM ADVANCE (Min :Sec): 0:15 MAXIMUM TENIP. AT EXPOSED TC ( °F): 506 TIME TO MAX IMUM TEMP. (Min:Sec): 8:18 TO'T'AL FUEL BURNED (CLI. Ft.): 52.5 DRIPPING (Min:Sec): 0:13 FLAMING 011 FLOOR (Min:Sec): 0:13 A1TERFLA -ME TOP (Min:Sec): None. AFT ERFLAME FLOOR (itilimSec); None CALIBRATION DATA (LAST RED OAK) RED OAK SMOKE AREA (% *Min): 93.4 .RED OAK FUEL AREA ( °F *Min): 9033.1 GRC BOARD FUEL AREA (°F *Min): 5592.3 Page 11 of 13 :/ /www.newmatusa.cominewmatl24001 professionals ltestings /astm -e84- translucent - finis... 7/9/2004 z W JU 00 N CO w w = H S2 U. w LLQ �D = �. w z ZO W W U� O - a wW w z ui CO) 0 z ASTM E84 / Translucent Finish ASTNI E84 -98" REPORT CLIENT: NEW MAT S.A. SWRI PROTECT NO: 01- 2303 -313d DAILY T EST NO: 4 LIGHT OBSCURATION 100 -- . 75 Page 12 of 13 O 50 ... Red Oak — Specimen 4 25 Q Q 1 2 3 4 5 6 7 8 9 10 Time, Minutes FLAMESPREAD 20 amen 0e5r31919H e snaaam 16— _ _.... v 14 Red Oak C --- Specimen o b- 4- ° 0 1 2 3 4 5 6 7 • 8 9 10 Time, Minutes z ~w �U U (0 o CO w wx I"- N LL WO LLQ N� = a �W z F- O z F-. W5 U� O CO o ff WW HL) L O .z w U= O z htti):/ /www.newmatusa.com/newmat/2400/ professionals /testings /astm -e84- translucent - finis... 7/9/2004 ASTM E84 / Translucent Finish Page 13 of 13 Z Q �qq W D J u 00 N C W J =' I -- N U 0 J . LL Q �_ Z �. �o Z M. �� U� O CO WW H V Z U CO` O ~' Z http;/ /www.newmatusa.com/newmat/2400/ professionals /testings /astm -e84- translucent- finis... 7/9/2004 . .v IMF MM Nnta naw automatlr. From: 650 964 3754 nrrtmanry 9An98t'. 0 6/15/2004 12:30:50 PM 9 uu rnuuanuu rurrn Project Address AyV t- NORK No, R,%06 Date 6/14/2004 The followlna Informagon Is necessary to check a lighting permit application for compliAnce with the lighdno requirements In the 1994 Washington State Nonresidential Energy Code. Appticndgity (yes, no, n&) coda Section Compon Informati Requjred Location on Plans Bulldlno pepartment Notes LIGHTING CONTROLS (Section 1513) yea 1513,1 ILocal i SchoduloWlh type, Indicate locations yen 1513.2 Arse controls Maximum limit per switch . a 1513.3 Daylight zone control Schedule with type and features, Indicate locations a vertical glazing Indicate vertical glazing On plane .a. overhead glazing Indicate overhead glsxing on plans - yea 1513.4 Dlsplaylexhlb /special Indicate separate controls E3 , 1513.5 Exterior shut - off Schedule with and features, indicate location .a. (a) Omerw/baMup Indicate location - .+►. (p) photocell. Indicate lo cation - 1513.6 Inter, auto shut -off Indicate location no 1513.0.1 (a) occup, sensors Schedule With type and locations _ vac 1513.6.2 (p) auto. switches Schedule with type and features (hack -up, override capability); Indicate size of zone on p lan s so I, X3.1,, 44.1 4 1513.7 lcommIsslonlno Indicate requirements for lighting controls comM cloning uo Wghting Sum. Form Complated and attached, Schedule with fb(ture types, lamps. ballasts, wtls Exture - -7 a. Elea motor efficiency MECH -MOT or Equipment schedule with hp, rpm, afflciency If "no" Is cli ciecl for qny question, provide explanation: EXEMPT PER PRESCRIPTIVE- LTG -SUM (BACK) QUALIFICATION CHI!CKLIST. FIXT. TYPE 13ESCRIPTION LAMP BALLAST WATTS 00 /00A RECESSED COMP, 1- CF26DD /E/841 ELECTRONIC B-AWO 6W RUORESCENT Za p P. T _,pu; QG0 QF WASy7� ��O L11/L11A PENDANT T8 STRIP 1- F032/841/XP FLECTR I W/ SYM. REFLECTOR 6 I COVE T5 STRIP - T5 F 35/841 EI_FCT B> r ` L I 1 MN 1 P � 1 1.Z NCE RECEIVED CppE CpNI 0 � CITY OF T e xr� t t�r� 204 JUN 1 6 2004 PERMIT CENTEk A DO Yvor1?7 Z Q� ~ W JU UO Nin C0 W J F=- C0LL WO 4 0) = Z� z0 2:3 D0 U ON o I— WW F_ LL O .. Z W Cl) O Z I'� From: 650 Date: 6/15/2004 12:30:50 PM vuuo VUIIINII41Ibo 1 - W1 III Prescriptive Spaces Occupancy: O W storage areas or airc raft storage hangers * Other QualifiCatiOn MCCk 18t I.Ighting Fixtures: Q Check here if at least 95% of fixtures In the space meet all four criteria: No1e "Ifacc413gncyyp #Is otneronafmre 2.3 onsweria che0ea, the nN0amf Mares In 1. only one or two lamp rixturae, 2. Luirllnalres have reflector- or_lQuyc sae blv directing 11aht the ye la by ands. Cl 2.0 kldkgt t hes e spa es on piths. It not ot c 3, Fitted with T -1, T -2, T-4, T -5, 4$, T -B or compact fluorescent lamps from 5 to 60 $Q watts, end qusnfied, do VA C4Wlallon% 4. Ballasts are ha d4red fluorescent oloctronic dIM! leg ballasts with p(�otmIL_ or-orgrammabla Atria (atriurns) dimmfna control for_all limps In all zones (non- dirnMIM qlagMnlc ballasts and alactrunic ballasts Laboratories that screw Into medium bass sockets do not comply with this section), TABLE 15,1 Unit WaIntina Power Allowance (LPA) Use WA rs Uge I-PA wig Palntln welding, cai5e machine sho a 2.3 t4adle Garber shoM, beauty shop! 2.0 Polloe and fire stations 42 Hotel ban uat/conforence/exhibitlon hail 2.0 Atria (atriurns) 1.0 Laboratories 2-01.6 Assambl spaces', auditoriums mnaasie a to s 1 Aircraft re air ho wars 1.5 Group R -1 common areas 1.0 Cafeterias astfood estabilahinentoo 1.5 Process Nants 1.0 Factodas workshou, handlina areas 1.5 Restaurants/barsP 110 Gas stations, auto r air shops" 1,5 Locker and/or shower facilities 0.9 - 1.5 Ware ousel store a areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes and hotel/motel guest rooms 1.5 Rotall ratall bankjnq 1.5 Wholesale stores (pallet reek shelving) 1.5 Parking garages See Section 1532 Mall concourses 1.4 schools Wildinge (Group V. occupancy only), school classrooms day cam centers +361.2 Plana submltzad for Common Areas only Laundries +3,1,ic Main floor bullding Iphbies (except mall concourses 1.2 Office bulldlntlls, oMealadministrattve areas in faculties of other uqa t reel Qncjudir)0 put not IInllted to ach la pltels, ibetdutions, mtlsatrt>s, panics, 4;2 1,4 Common areas, corridors, toilet facilities and washrooms, elevattor lobbies 71 Footnotes for Tibia 151 1) In cases In which a general use Ignd a speclryc use are listed, the specific use shall apply. In c4sas In which a use is not mantloned specifically, the unit Pow Allowance shall be determined by it's building official. This determination shell be based LW the most comparagble use specified In the table. See Section 1512 for exempt areas, 2) The a o erwls no su t may be increases , by two percent per foot of telling heisaht above twenty feet, unlees speciflcaty 3) Watts per square foot of mom may be Increased by two percent per foot of calling helght above twelve feet, 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for aesamby. 5) Watts per square foot of room may be Increased by two percent per foot of telling helght ahovs ninf feet, e) In*des pgmp area under cgnopy. 7) sed 8) For the fire engine room, the unit Lighting Power Allowance Is 1.0 Watts per sgggra foot. 9) For indoor apart tournament courts With adjacent spectator seating, the Unit Lighting Power watts per square WL 10) Display window Illuminatlon installed within 2 feet of the window, orovid that the dleplav u the Panting mpves with the display i iRg -showcase•illaAttAatlal�wgefe t#i�144na 4)t� exempt. �� pg599 An additional 1,5 we of merchandise display luminaires are exempt provided that they comply wi a) located on cellingmpunrsd trek or directly on or recessed into the ceiling Itself (not on 11h wall). S fQNAG 0) adjuataple In both the horizontal and vertical axes (vertical axis only is acceptable for flux} L9 W points of track attachment). EXPIFIE , 11/6 2 p05 c) fitted wtth tungsten holopen, fluorescent, or hlah Intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually Installed, 11) Provided that a floor plan, indicating rack I=tlon and heleht, Is submitted, the square footego for a werehmma may be defined, for cpmp4Uno this Interlpr unit Lighting Power Allavance, as the floor area net covered by ranks plus the vartleal face area (access side only) of the racks, The NO allwmnca defined In footnote 2 ripplles only to the floor area not covered by racks. 12) Medical an jrlinical.oftlea _Include those facilllies wnjch. althatjoh not providing ovsrnlahtnatl nt care do p rovide mealol, dental, or_psvcholoolcaexamination and traajMent. asa spaces Include. but -are - naLlImi ed to. laboratorles and treatmant c aster& � 'r"C�151 +'�T .. 7+R!�„� :4�Ja'48" Few 7'?Nt'K;�('9Y�}�X ., ^ ;n �1rra *�4'.�. .a '•w , a -tY.tf 'i9 .y iRt!c : t�'txh'a:!Fn�'.�. !+rw�ar ^,rc "." 3cw•vr, ' :rrr�sr. �` :r�r .. rags „ �r°snaph� t.,. 4!'+ ^,t+,'. ”. ,1.� I' l z ~ W UO Co t] co W W = H U) U- WO � LL Q U) HW z f— l-- O z H W 5 U� O� OH Ww UO z W U= O z From: 650 964 4UU,L 01 Page: 3/11 Date: 6/15/2004 12:30 :50 PM Obi Inlal swnuiyy yuuc %�UJJJ +nq1Nc I U project Inf ProjectAd4re Rpp M,. ✓lToRp No R -Ind Dat 6/14/2004 40%>" C;MNIL shbz For Psrllding Pepartment use SBATT41r ?rA9HUMON Applig Nemo: Apni, co(tpu}m zK c. (BANG N14sARo lt) APPllcgntAddreee: MtN ;T# r,00p, gp,6e -Ro Applicant Phone ;,4904 744253. OytdoorAreas N.A. #A 4TO� (BAcx) 6I00. (by facade) Project Deeaription Q New Bglkting 0 Addlgon Q Altarotlonq Bldg, aS sq,R, (auto shutoff reglp plans Troclud Refer to SEC Section 1513 for cgntrgls and commissioning requlr0man Rldg. (by perim) N.7►. Compliance Option O Preecriptive O 1 IahgnA Power AllowanCe Q Systems Analysis (See grtaptication Checklist (over). Indicate Pmeoriptive & t.PA spaces cl ep rty on plans.) From Table 15- 1(over) Alteration Exceptions (chock appropria O X) Q No chanaos are holm made to the lighting S 60% of fixturae now, installed ilghtlno wattaas not Increased and Table 15.1 ue9 is net CD§in0e Maximum Allowed Lkhting Wattalre (Interior) l ocati4m (goer /roomna.) OcpupancyPescriptlon Allowed wan p ar f< Area In ftz Allmyed x Area Note: 2001 SEC dose not allow tredlpg between covered oa Ins a d ext. Ito. Total Allwad Covered Park TRf F BVMVT pn pRYACP -JVr VV- gUA=YSCATTON gtACxJ.I07 x.► 0.15 we OytdoorAreas N.A. #A 4TO� (BAcx) 6I00. (by facade) N.A. 0.15 we 3 1 � Z JM Rldg. (by perim) N.7►. 7.5 WAf From Table 15- 1(over) - doq;rent all exceptions on form I-TG-t.PA Totals m1m uo r ruN -Rv4 w1811411w vvr+ugyv: 1. Use manufacturar's listed maximum fnppt wgttago. For hardwired ballasts only, the WOO table 1n the NREC TeOnlcal Reference Manual may also be u004 2. Include exit lights excooing 5.0 watts per tlxturo. Proposed Likhtinz Wattag (Intl a• Ust all ftxtu For exempt Fighting. note exception on appllcable fixtures. t.ocxttlon (floor/room no.) Fixture QesorlpOun Numberof Fixtures Watts/ Fixture Watts Proposed Note: 2001 SEC dose not allow tredlpg between covered oa Ins a d ext. Ito. Total Allwad Covered Park TRf F 94PN r Palk VMCRtP' M- gP4 =XMIeT x.► 0.15 we OytdoorAreas N.A. Ass ;"-Om MC74 6I00. (by facade) N.A. 0.15 we 3 1 � Z JM Rldg. (by perim) N.7►. 7.5 WAf Total Proposed Watts may not exceed Total Allomd Watts for Interior Totsl PropossO Watts Allowed 1.oaatton Deccriptlo Alloweq vvam per a or per It Area In fi Arrows vvrrns (or If for perimeter) x it (Ar x ii) Covered Parkins n.�. 0,2 wte Note: 2001 SEC dose not allow tredlpg between covered oa Ins a d ext. Ito. Total Allwad Covered Park TRf F Open Pgrking x.► 0.15 we OytdoorAreas N.A. 0.15 w4f 6I00. (by facade) N.A. 0.15 we 3 1 � Z JM Rldg. (by perim) N.7►. 7.5 WAf use mfor listed maximslm input wattage. For Proposed Lighting Wattage (Exterior) the default table In the NRI=e ToGhnical Referana Q I,ocstion Fixture Desariptlan No. of Flxturas WR;K1!ff&AaaV sad N.A. N.A. MAY not exceed - -- - - -'� ,t"+ ?,'' 1;. 32? S''! fiw' YoA�nw „w.at?!,,:T"�".....",,....r rmr�,rm ^ar:ca n'n.�"�''"”. -.. y�r :.-�": "....�'.'" "- ...:.:'..:•.- .•.. -s= an Mtfim,Yltew,, V 61 t I I' Z ~ W J UO C0 W N❑ J= H NLL WO LLQ Co = �W z X F- O Z W W U° O� WW H� u' O W Z Cl) O Z '.3 r5 'i fi Project Info Project Address Arprq- gTOa rro. n - Pate 6/14/1004 PouTH csarrro+ For Pullding Department Use OUT=# }A+�+M\M�'�T� Applicant Name. Avyzv aorrruxaa wco (xW KxA%,RRc aR) AppllcantAddrew 1 zrrs=Qx wop, "also -RD Applicant Phg 1- 40e- 874.7954 0 wns� EXPIRES I Vii 2005 _ I Z # Z �w QQ 2 JU UO CO III to � J = to LL W O LL. Q N = C% �W Z = F- F- O Z H W w U O� � tr- W LL!' U LL O Z 111 CO O Z 1 ?roject ProfeCtAddress aaar�c- e�eoa>r rto, R_aos pate 6/3.5/04 anMu Q3{tQ¢'E1R MA L L For Building P opt. use S2&TTLUP WAS11MOTOPi Applicant Name; APpTM a0ripv EM INC. (WO MI"EROaR) Applica Ad dress. , I XMXIIXM POOP, MA159 -RD Applicant Phone: 1. 400.974.MX Project Description Bristly descrjpe mechanical s1 type and features, ❑ incl udes Plans FRE COPY docume req uiting c omplian ce with c requirement Sectio 1 4 1 6, Compliance Option 0 Simple system % Ccmplax system O systems Analysis (See pecislon Flowchart (over) for quallfic.0ons. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The fo llowlno Information Is required to W incorporated with the m ech an ical equipment schedules on the plans. For prolects without plans, fill in the required Information palow- Cooling Equipment Schedule Equip. ID Brand Namel Model No. Capacigr` Bturh Total CFM OSA CFM or Econo? SEPR or I=ER IPLV 4ocalion tti+ -1 /8C x TFans M00 PMT) "A040 /wM090 as 3300 510 oft 10.1 M n/A woof /atoak Heating E uti went Schedule Equip. ID Brand Name' Model No.' Btulh Total CFM OSA ofm or Rcopo? Input 1310 Output stuh Efficieno xa -� /ac I Trans (Boat Pvow) TM090 /rM090 55 3300 53.0 eft n/n n /a, 3.3 GOP Fan B ui ment Schedule Equip. 11 Brand Name' Model No. 2VR l Qroanhaek Qa - 070 CFM sP' HPIBHIP J,50 0.50 0.7 Flo �Sfit CV f` CAo V ' , of Ice tlf avO aple. 2 As tested according to Taple 14- 1,14.2 or 14.3, 3 If required. 4 COP, HSPF, C s applicable, d Flow control types: variable air volums(VAV), constant volume (CV), or variable speed (V8). SIONA'L; REVIEWED FOR pEC (�ry�D �kPl 111G 2005 CODE COMPLIANCE C17Y OF TURWILA APPROVED JUN 1 6 2004 JUL 16 2004 P 'EA City Of Tukwila BUILDING DIVISION ' irouMrwr�en3tiitaaiM �arc:u+.i an.nm�ax�'c�±*�+"sN'nel ami�!s s; ��niK�n��; �' b" � � � ,=•• �n �avNas?N� ?7�A1x��gif� . 1f7 I I z Z �w QQ JU U0 in w = F- �W w LLQ UO S F- W z F- HO z H w w U ON O F- WW H� u. O w z U= O z From: 650 964 3754 Page: 7111 xuul vvasrnnpwn % rate maresmer S y st em Descri If Heating/Cooling Constant vol? Q Air cooled? ❑ Packa s ys? Q <5 4,000 ptuh See section 1421 for fyll desortptlon or Cooling Only; 0 Spilt system? Economizer Included? or 1900 cfm? of simple system qusliiiontlons. If Heatlno Only: © ,5000 Orn? [j <70% outside air? a Flowchart START s y¢tam rypc a t N e,m Yee cfmv Np osA Yos Complex System use this flowchart to determine If pralect qualifies for Simple system Option. If not, elther the Complex system or systems Analysls Options must be used. H�atlno/ Coln — e,?Q% OsA No or coollr+e only Yee Reference <70 %a 03A sec►lan 1421 yes Ye6 470% osA No X54,000 Slyh SpIR No or ION crm? 9yetom7 as you Feh+rencs �� P. TRtFl�� tnc�ded? Yea sectkm 14 � " No �0 0 Q WASfjl� Of u� !d simple system 1 Yas to Allowed '�—""' 7,42, i , o unt Refer to MECH Mechanical Complex systems for assiaNpce In determining which Complex Systems requirements are applicable to this project. 1� E Z Z �W QQ � JU UO N0 C0 W J = F— tn tl W O}}. �J LL. Q N� Z �W Z t-- HO w W U� O - (3H Ww H (.5. LL O Z UN Z From: 650 964 3754 Page: 8111 Date: 6/1512004 12:30:51 PM xuw vvasninnion rime rvo esraenum cndruv wuun �umui dncr rurm M ec h an i ca l C 1 ■sh Slab Nanfosl a(tl Fa1er6Y cgda camAU�nca Fntm6 June zoo+ Project Address 7►vPLX- eTORX tap. R -les Date 6/15/04 The following additional information is necessary to check a mechanical permit appilcatlon for a complex For euil4ing Popertmont use mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Rnergy code, use the checklist as a reference for notes added to the meChanipai drawings (gee the MECH- CHK checklist * additional system requirements). This information meet be on the plans since this Is the official record of the permit. Havino this Information In separate specifications alone Is NOT an aeeeptapie alternative. Applicability Code I Location Owlldino Department (yes, no, n.a.) Section Component Information RequIred on Plans Notes APDiTIONAl- CHECKLIST ITEMS POR COMPLEX SYSTEMS ONLY yap 1431.1 field assem. sys. Provide calculatlons yed 1432.1 Setback & shyt -off Indicate separate systems or show isolation devices an laps n• s• 1432.2,1 Alrsystem reset Indicate automatic reset n. a. 1432,2,2 Hydr. system reset Indicate automatic reset Indicate economizer on equipment schedule or provide b a, 1433 Economizers t aiculations to justify exemption Y 813 1434 S Grate air sys. Indicate separate systems on plans • a 1435 simut. htg. & qg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified Indicate heat recovery on plans; complete and attach het a. a. 1436 treat recovery recovery caiculations Y EN 1437 Elec. motor effle. MECH or F ui , schedule with hp, rpm, efficiency � • 1438 Variable flow sys. indicate variable flow on fan and pump schedules Yew 1439,1 Kitchen Floods Indicate uncooled and unheated malte air w.A. 1439,2 Fume Hoods indicate VAV, unheateftricooled or heat rec, makeup Ily n 0 is C rc a or ariv Questl Provid expl anati o n: _ L ;j la TRIp,, Vedsion Flowchart use this flowchart to determine how the requireme oft C " 4 3Y "" to the project. Refer to the indicated Code sections for A C Ie 1 fo 0 requirements, , x StartHere section 141 .1 TR Sh a ll M et 14. 1 111MOGh 14 EXPIRES 1116 Section 1431.1 Cala 0T On-site Energy Input a ONput Requtro4 See 1432.2 Hot apacitY of H Air S7 m Section 1432,2 Water supply Yea Heatlna svetem ? No serving gpie Yee— Supply Air Pasot Temperature Reset O0 000 atuh Zp Controls Requlrad Fegyrred l (continued on back) • ;, �.. < :..7, .a.. S.w._'u.t- +.:t':stit <:y:,:3R e stu :.v�' <. 3.s:.'v}tScsr.Y�.rua:.W'Ikt+ '' , tx1 +L.+. � ua .�w V+. '�+Y#3)�Ei�i . a•4 z ~w � QQ � JU UO Cl J = H U) LL W } O } �J LL Q Cl) = ' Z F— z W 5 U� ON 011-- LLI Lu H� �O .z w U= o F' z P00400 urgi? SWIM 1433 AIn31le Fsonomlzer "fog of F'umpB > Y seeyon 143e 10 Hp? ep VepeWe Flow povieea Requl{ed 0-15, arm? GONF ';rr:.l,.:'ii.:.:r. r. z,�: Y i::: vT�,+'dt,:£!S± "' r e..: •�:•: n ,'..� _ yJuranrw.+.de+aa»�OvLPt Z F Z — Z W �U UO CO 0 CO LLJ J CO LL W O LL Q CO D =U' �W Z 1— I— O Z F— W W UC3 O- O �- WW ~ F- LLO Z W U= ~O h— Z 9ecden 1430.2 y- -Yee One RequkoO; A, 5" VAV ExtAto; s Melro•up p, 75% Direci Milk"W Tomporhla onb c Mani Recovarypar 1438 sods 1439.1 4. Conelgnl VoMmew/ { sorpm F9ce vefallY >--Yae + No HmIln0 ar CocllrtQ W al ILpael WA of MO up Alf ';rr:.l,.:'ii.:.:r. r. z,�: Y i::: vT�,+'dt,:£!S± "' r e..: •�:•: n ,'..� _ yJuranrw.+.de+aa»�OvLPt Z F Z — Z W �U UO CO 0 CO LLJ J CO LL W O LL Q CO D =U' �W Z 1— I— O Z F— W W UC3 O- O �- WW ~ F- LLO Z W U= ~O h— Z From: 650 964 3754 Pa e: 10/11 Date: 6115/2004 12:30:52 PM tuu VVdarlll tut! QWRO IVU uvo uoslltlell gtt u•uua 4u111 Immix r'uim Electric Motors MECH-MOT 2001 yne 2001 r KJM Proj ect Address AVPT4R- s No, 8 .106 Date 6/15/04 Complete the following for all design A & P squirrel -cage, T -frame Induction permanently Wrod For Building Department use polyphase motors from 1 hp to 290 hp having synchronous apeads of 3600, 18QO or 1200 rpm (unless pne of the exceptions below applies), Motor Mln.Nom. No, or 'type Synch. Full load Location HP (openlclosed) Pescriptlon of Appllcatlon or I4se speed B>liclency 1 /2 IzxOeptipn t�7 88.1 roan 4.11p f Minimum Nominal Fuil•Load Efficient synchruMus speed (RPM' HP 1.0 1.5 20 9A 8,0 7.6 10 15 20 z 5 30 40 50 60 75 100 125 150 200 0 en Motors Closed Motors 3,600 1 1,6W 1,200 3.600 1 1800 T1,200 Effi& Wav Efflclency U 62,6 8010 75,5 825 80,0 826 84.0 84.0 82,5 84.0 8515 84.0 84,0 85.5 84,0 84.0 88.5 84.0 88.6 86.5 85,5 87.5 87.5 85.6 87.5 87.5 87.5 67.5 87,5 87.5 88,5 88.5 88,5 89,5 89,5 8B.5 80.5 90.2 69,5 89.5 89,5 8815 91.0 90,2 90,2 91.0 90,2 9012 91.0 91 90.2 91.0 90,2 91.0 91.7 91.7 91.0 92.4 91.7 9110 924 924 91.0 92.4 91.7 91.7 93.0 89,0 91.7 93.0 93.0 92.4 9310 93.0 92,4 93.0 9310 93.0 93.6 8316 9310 93,6 93,6 93.0 94.1 93.6 93.0 94.1 93.6 93,0 94.1 "1 03,6 94.6 94.1 93.6 94.6 1 94.1 B4s5 94.5 94,1 93.6 96.0 94.5 94,5 95.0 95,0 94.6 95.0 94.5 95,0 95,0 95,0 Exoeptions: 1, Motors In systems designed to use more than one speptt of a multi -speed motor• 2, Motors alre8dy included In the efficlancy requirements for HVAC equipment (Tables 14-1 or 14-2) . 3. Motors t Iht$AM - I p not easlly ramp J PFO MSS a p�1 i(d�e � f regylres pa oto ,.e'u' . s Wo ►os - proof m r)• vim, r• O 4. M rs I tegral to ece equlpm t for which no motor as been ap va (I.a. If list! for s equlpman 1 a s 9n 10 there Is 110 atJS7Uf>R Ip � For motors clalml otor and not F-xPl 11rs Qp .. .E. ., ..: .)q} . �+r wxx rx« trat.,Nn t•»R;, ..KnKrmrs��" .cat +k� KHnm� rewM..re.*.�!. tt !'�R I' 1' z i� J w JU UQ N C0 UJI J = N LL WO LL (0 = d �W Z F- !•- O Z F- W W UC3 O� 01-- LLI Lu F- LL O •z W U= O z From: 650 964 3754 Page: 11/11 Date: 6/15/2004 12 :30:53 PM Cuu I VVMhJ III ldtull atcltc IV IIGSItJtillllal rZIJduty Lout, uumpim muu r Mech anical Pla 2001 WA61>>ngtan SWIe onroal snlla Enart�y o A xnpl +Anse orms 4148 24a1 .1wM Project Address 4H�� pate 5/1,5/44 The following Information Is necessary to check a mechanical permit application for compliance with the mechanical requirements In the Washington State NonrPslOontlal Energy Cade, Appllcablllty (yes, no, n,a.) Coda Section Component information Requlrod Loeptlon on Plans pullding Department Notes HV RP - QUI REMENTS (Sections 1401.1424) 1411 Egttlpment performance 00 1411.4 Picg, eloc. ht9.& clg. ILlatheotpmnips pn schedule M1. • o yen 1411.1 Minimum of lolency lEq4lpment schedule with type, capacity, sffl clency rdl. o 1412 HVAC control4 yes 1412.1 Temperature zones Indicate locations on plans xi, a yea 1412.2 DpadWnd control indicAte 5 degree desdband minimum xa • o .a• 1412.3 Humidity control IndicMehumidistat Yes 1412.4 Automatic 9elback Indicate thermostat with night setback and 7 tiff. day types x1 a y8 1412.4.1 Dampers Indicate damper location and automatic controls K i l o no 1412.4.2 optimum Stark Indlca optimum start controls yis 1412.5 Heat pump control Indicate microprocessor an thermostat schedule 142.0 a, 1412.0 ComNstion Mg. Indicate modulating or staged control yen 1412.7 RaNnoine Indicate balancing features on plans W.- o . a. 1422 Thermostat Interlocg Indicate thermostat Interlock on plans .a. 1423 economizers ="pMan,hedwe 1413 Air economizers % . A. 1413.1 Operation Indicate 100° capablilty on schedule . a• 141 3,2 Control Indicate controls able to evaluate outside air a, 1413.3 Integrated operation Indicate cgpapllity for partial cooling 1414 17ucUng systems Yes 1414.1 Ductse IndlMle sapling necessary xi.o you 14142 Duct insulatlnn Indicate R -value of insulation on duct • 4 you 1413,1 Piping insulation Indicate R - value of Insulation on piping m. • G 1416 Com Ietlon Re ulremants yes 1416.1&2 Drawings & Manuals Indicate requirement for record drawings and operation dots. 10 • a Vail 1416,3,2 Air 9alancing Indicate air system balance requirements mi - , .a. 1416.3. Hydronic idalanoing indicate hydronle system balance requirements p,T p TRlFL CLSUP 1416.4 Comml5sioning Indicate requirements for commissloning and prelim. Re AS,r� yes yes SiRVICE WATER 1424 HEATING 1440 Separate air sys, indicate separate systems on plans Mech. sum, Form Completed and attached. Equipment schedule with isu • 4 x input/output, efficiency, elm, hp. economizer - AND HEATED POOLS (Sections 1440.1454 ) / Service water htg. • a. 1441 Elec, water heater Indicate R -10 Insulation under tank a 1442 shut-off controls Indicate automatic shut-off 1443 Pipe Insulation Indicate R -value of Insulation on piping EXPIRr t i lia • a. 1453 Pool heater controls Indicate switch and 65 degree control . a. 1454 Pool covers Indicate vapor retardant cover .a. 1454 Pools 00t deg Indicate R -12 pool cover If no Is circled for anv sue on, Provide expl anation: .:�,'f!L!r"� ..+..� "'L'» I' I . Z ~ W �U UO N CO W J = H CO W w LLQ CO =w H = Z F... �- O Z H W w U� ON 011-- W LLJ U. O Z W U= O Z t n PROJECT MANUAL INCLUDING SPECIFICATIONS FOR CONSTRUCTION OF THE REVIEWED FOR CODE COMPLIANCE APPROVED v�r JUL" 1616 City Of Tukwila BUILDING DIVISION APPLE MINI STORE South Center Mallop.,v^ PAO Seattle, WA APPLE RETAIL STORE - # R -106 APPLE COMPUTER INC. 1 INFINITY LOOP CUPERTINO CA 95014 ARCHITECTS DH Architect 1115 Atlantic Avenue Alameda, CA 94501 ph: 510.865.8663 flax: 510.865.1611 May 2004 1� S: DENNIS MICHAEL HEATH STATE OF WAS14INGTOR Do ..w1 e/� '�k ° � 6' �� Z z �W QQ JU 00 W = I-- WO �D =d �W z X W° �5 U� O� o�- WW LL w z U= O Z M DH Architect APPLE MINI STORE South Center Mall, Seattle WA DOCUMENT 00010 TABLE OF CONTENTS PROJECT MANUAL INTRODUCTORY INFORMATION Document 00001 00010 Project Title Page Table of Contents CONTRACTING REQUIREMENTS Document 00700 General Conditions (AIA A201 -1997) 00800 Supplementary Conditions SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS Section 01110 Summary of Work 01300 Administrative Requirements 01310 Project Management and Coordination 01400 Quality Requirements 01500 Temporary Facilities and Controls -- �. 01565 Site Waste Management Program 01600 Product Requirements 01630 Product Substitution Procedures 01700 Execution Requirements 01730 Cutting and Patching 01735 Selective Demolition for Remodeling 01770 Closeout Procedures 01780 Warranties 01820 Systems Demonstration DIVISION 2 SITE CONSTRUCTION Not used. DIVISION 3 CONCRETE Section 03540 Cementitious Fill S 4 A i t t DIVISION 4 MASONRY Not used. DIVISION 5 METALS Section 05500 Metal Fabrications 05700 Ornamental Metal DIVISION 6 WOOD AND PLASTICS Section 06400 Architectural Woodwork 00010-1 Table of Contents z i� z �D JU 00 N o. co W J H !2U W UQ ND = �w z� F- O Z I- 25 U O N �H .w w U-- O ui z U= O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07590 Roof Repairs 07819 Patching Existing Fireproofing 07900 Joint Sealers DIVISION 8 DOORS AND WINDOWS Section 08110 Steel Doors and Frames 08335 Overhead Coiling Grilles 08700 Hardware 08830 Frameless Mirrors DIVISION 9 FINISHES Section 09260 Gypsum Board Assemblies 09300 Tile 09520 Special Ceiling System 09650 Resilient Tile Flooring 09900 Paints and Coatings DIVISION 10 SPECIALTIES Section 10500 Lockers 10675 Metal Storage Shelving 10810 Toilet Accessories DIVISION 11 EQUIPMENT Attached Equipment List DIVISION 12 FURNISHINGS Not used. DIVISION 13 SPECIAL CONSTRUCTION Not used. DIVISION 14 CONVEYING SYSTEMS Not used. DIVISION 15 MECHANICAL 15000 Mechanical Systems- See Mechanical Drawings DIVISION 16 ELECTRICAL 16000 Electrical Systems- See Electrical Drawings END OF DOCUMENT 00010-2 Table of Contents z ;= z �w ¢¢ 7- J0 00 0 w� U. W O. 9-1 U. � �W Z� F- ZO W W U ON 0 1-- LU Uj U- O .. w z U =' z yY i DH Architect DOCUMENT 00700 GENERAL CONDITIONS APPLE MINI STORE South Center Mall, Seattle WA 1 GENERAL CONDITIONS A. The General Conditions of the Contract for Construction, AIA Document A201, 1997 Edition, Articles 1 through 14 inclusive, is a part of this Contract, and is incorporated herein as fully as if here set forth. 1. A copy of the General Conditions will be made available by the Architect upon request. END OF DOCUMENT 00700-1 General Conditions z UO 0 w= CO L Wo LLQ ND = F- W z �O z�- W U� ON W W, H Ly LL O 111 z co O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA DOCUMENT 00800 SUPPLEMENTARY CONDITIONS z s� ~ w 1.1 REFERENCE TO DIVISION 1 - GENERAL REQUIREMENTS oc 2 D A. Where provisions of General Conditions relate to Project administration or work- v o related requirements of the Contract, those paragraphs are expanded in Division 1 - w General Requirements of the Specifications. UJ H B. General Conditions, Supplementary Conditions and Division 1 - General Requirements w O contain information necessary for completion of every part of Project. 1. Where items of Work are done under subcontracts, each item shall be subject to U. D these conditions. = d �. w ~ 1.2 SUPPLEMENTS _ ? Z0 A. The following supplements modify, change, delete from or add to General Conditions w of the Contract as indicated in Section 00700 - General Conditions. o co o- B. Where any part of the General Conditions is modified or deleted by these n supplements, unaltered provisions of the modified article, paragraph, subparagraph = UJ or clause shall remain in effect. F.. O ARTICLE 1: CONTRACT DOCUMENTS W N ADD to 1.1 the following definitions: z ~ 1.1.8 Approved: The terms approved, directed, selected, required, ordered, designated, accepted, acceptable and satisfactory shall require written action by Architect. 1.1.9 Equal, or Approved Equal: The terms equal or approved equal shall require requests for substitutions for products or manufacturers not specified; requests for substitutions shall be in accordance with requirements of Section 01630 - Product Substitution Procedures. 1.1.10 Furnish: The term furnish means supply and deliver to Project, unless otherwise defined in greater detail. 1.1.11 Install: The term install is used to describe operations at Project, from inspecting and unloading, to completion in place, ready for intended use. 1.1.12 Provide: The term provide means furnish and install, complete and ready for intended use, unless otherwise defined in greater detail. ADD the following to Subparagraph 1.2.1: 1.2.1.1 Inconsistencies: In case of an inconsistency between Drawings and Specifications or within other Contract Documents not clarified by addendum, provide better quality or greater quantity of Work in accordance with Architect's interpretation. 00800-1 Supplementary Conditions DH Architect ARTICLE 2: OWNER APPLE MINI STORE South Center Mall, Seattle WA DELETE Subparagraph 2.2.5 in its entirety and substitute the following: 2.2.5 Copies of Contract Documents: Contractor will be furnished a reasonable number z F: of copies of Drawings and Project Manuals, along with a reproducible set of Drawings. - w ARTICLE 3: CONTRACTOR 3 UO ADD the following to Subparagraph 3.4.2: CO w J 3.4.2.1 Substitutions: After Contract has been executed, the Owner and Architect will CO consider formal requests for substitution of products in place of those specified only under O conditions set forth in Section 01630 - Product Substitution Procedures. U ARTICLE 5: SUBCONTRACTS Cn ADD the following to Paragraph 5.3: _ z� 5.3.2 Materials Suppliers: For purposes of this Contract materials suppliers shall be O considered a Subcontractor regardless of whether or not they perform their portion of the Work LU at the site. v o ARTICLE 9: PAYMENTS AND COMPLETION co off ADD the following to 9.3.2. LU v 9.3.2.1 Stored Materials: Payments for materials stored off -site will be made, subject to t '- - O z Owner's approval, if Contractor provides invoice, lien release, certificate of insurance covering v co stored materials, and stores material in approved, bonded warehouse. O ADD the following Clauses to 9.6.1: z 9.6.1.1 Retainage: Until final payment, Owner will pay 90% of amount due Contractor on account of progress payments until Project is 50% complete; percentage retained will be paid upon Certification of Final Completion. 9.6.1.1.1 When Project is 50% complete, if Work remains satisfactory to Architect and Owner, and in absence of other sufficient reasons, Architect will certify remaining progress payments to be paid in full. 9.6.1.1.2 Certification shall be limited to those Work categories shown to be 50% or more complete in Application for Payment; Contractor is expected to pay acceptably completed Work categories with released retainage. 9.6.1.1.3 Contractor shall provide Consent of Surety prior to reduction of retainage. 9.6.1.1.4 The full Contract retainage may be reinstated if Work and its progress do not remain satisfactory to Architect and Owner, or if Surety withholds its consent, or for other good and sufficient reasons. 9.6.1.1.5 Retained percentages are for sole protection and benefit of Owner, and no other person, firm or corporation shall be entitled to receive any part thereof. 91 1164 Supplementary Conditions DH Architect APPLE MINI STORE South Center Mall, Seattle WA ARTICLE 11: INSURANCE AND BONDS ADD the following to Subparagraph 11.1.2: 1 11.1.2.1 Insurance Amounts: Amount of insurance shall be as approved by Owner. When Q additional insurance is required, Owner reserves right to negotiate difference in cost directly with Contractor's Insurance Carrier. W ADD the following to 11.1.3: U p N 0 11.1.3.1 Certificate of Insurance: Furnish one copy of each Certificate of Insurance required w i for each copy of Agreement. J f- LL O 11.1.3.1.1 Form of certificate shall be an approved certificate which specifically sets forth evidence of all coverage required. a D 11.1.3.1.2 Furnish to Owner copies of any endorsements subsequently issued amending = d coverage or limits. _ Z F-- 11.1.3.2 Upon receipt of any notice of cancellation or alteration, Contractor shall, within five z � days, procure other policies of insurance similar in all respects to policy or policies about to be W UJ canceled or altered. v o O N 11.1.3.2.1 If Contractor fails to provide acceptable policies of insurance, Owner may obtain such o �- insurance at cost and expense of Contractor. = v ADD to 11.5 the following bond requirements: z 11.5.3 Bonds Values: Provide 100 percent Performance Bond and Labor and Material N ��— _ Payment Bond, using AIA Document A312, or an approved similar bond. z ~' END OF DOCUMENT � � :IiI�IIc3 Supplementary Conditions w«�:�.a ».; t•. ..�3.N .;_�x.wF rr, iE�.aP:�ai»f.C:•. c. iFwx+... t,« k:•':. •a..k�4:.tif:na:d,(J.s:+ttV.;:r. 4�:+v>..h..,. n:a.fw�a.,.:+. ;.a v. ., ar w.' s,r:..•: aur:: mr: Mi:..: rYniD;' 4+ x�= ri�•• u�if�. 5�: tlt.: r' i��it4Y '.,.:i:1r1:h>aic:ati".:ukr'..; �k:m:: DH Architect SECTION 01110 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY APPLE MINI STORE South Center Mall, Seattle WA A. Project consists of construction of the Apple Micro Store, Bridgewater Commons, Bridgewater NJ as indicated in Contract Documents. 1. Items noted "NIC" (Not In Contract) will be furnished and installed by Owner or under separate contract. 1.2 REQUIREMENTS INCLUDED A. This section includes administrative provisions: 1. Work sequence. 2. Contractor use of premises. 3. Mall occupancy. 4. Lines and levels. 5. Regulatory requirements and reference standards. 6. Owner furnished, Contractor installed products. 1.3 WORK SEQUENCE j A. Coordinate construction schedule and operations with Owner, Architect, and Mall Management. 1. Construct Work to accommodate Mall occupancy requirements during construction period. 1.4 CONTRACTOR USE OF PREMISES A. Limit use of premises for Work and construction operations and to allow for: 1. Adjacent mall occupancy. 2. Work by other contractors. 3. Authorized access to restricted areas. 4. Public access to public areas. B. Coordinate use of premises and access to site under direction of Stanford Mall Management. 1.5 MALL OCCUPANCY A. Mall will be occupied during construction for conduct of normal operations; cooperate with Mall Management to minimize conflict and to facilitate building operations. 01110-1 Summary of Work Z �w 2 D UO C O O' co W 19 : WLL w O J LL 0 � �w zF Zo 25 7 p. U ON o� w w LL O w z v _i o� Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.6 LINES AND LEVELS A. Establish lines and levels by use of recognized engineering practices. B. Locate and protect control and reference points. Z _ s 1.7 REGULATORY REQUIREMENTS AND REFERENCE STANDARDS A. Regulatory Requirements: Y J, U v o N 1. Architect has contacted governing authorities and reviewed design requirements ca W of local, state and federal agencies for applicability to Project. (D u- ? W O 2. Contractor shall be responsible for contacting governing authorities directly for necessary information and decisions bearing upon performance of Work. u . B. Reference Standards: = w } 1. For Products specified by association or trade standards, comply with z� O requirements of referenced standard, except when more rigid requirements are w ~ specified or are required by applicable codes. = o U co 2. Applicable date of each standard is that in effect as of date on proposal or date on Contract where no proposal is available, except when a specific date is specified. w w 1.8 OWNER FURNISHED, CONTRACTOR INSTALLED PRODUCTS U U_ A. Select products are to be furnished and paid for by Owner and installed by Contractor: Z v co ` 1. Refer to Drawings. O Z B. Owner's Responsibilities: 1. Arrange for and deliver shop drawings, product data, and samples to Contractor. 2. Arrange and pay for product delivery to site. 3. Inspect products jointly with Contractor on delivery. 4. Submit claims for transportation damage. 5. Arrange for replacement of damaged, defective, or missing items. 6. Arrange for manufacturer's warranties, inspections, and service. R 4, -.t 3,�d�licf, C. Contractor's Responsibilities: 1. Review shop drawings, product data, and samples.,, Pwu 2. Receive and unload products at site. 3. Inspect jointly with Owner for completeness and damage. 01110-2 Summary of Work s S ✓� r DH Architect APPLE MINI STORE South Center Mall, Seattle WA 4. Handle, store, and install products. 5. Finish products as required after installation. 6. Repair or replace items damaged by Work of this Contract. END OF SECTION z �w �U U O; J � w 0 9 -j LL Q = d. �W z =. F— F— O z H W W U� O U �H W UO .. z W H= O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 01300 ADMINISTRATIVE REQUIREMENTS Z PART 1 - GENERAL ;� z 1.1 SUMMARY D ( UO i A. This section describes general procedural requirements for ongoing submittals. CO wi 1. Construction ro ress schedules. p g Cn NU_ 2. Schedule of values. w O I 3. Shop drawings. i 4. Product data. a 1 5. Samples. co D I 6. Manufacturers' certificates. = d �- w z B. Related Requirements: F o j 1. Section 01400: Test reports, manufacturer's field reports, and mock -ups. z� g 5 2. Section 01630: Product substitution request procedures. v O 3. Section 01700: Manufacturers' instructions. 1 0 4. Section 01770: Closeout requirements including Project Record Documents. -- i 5. Section 01780: Warranties. L) i 1.2 PROCEDURES i . O u6 z co A. Submittals: Transmit each item under form furnished by Architect; where Contractor proposes to use customized submittal transmittal form, submit sample to Owner and z Architect for approval prior to use. 1. Identify Project, Contractor, subcontractor, major supplier. a. Attach sequential identification number for each new submittal. b. Identify each resubmittal using original submittal number and sequential identification clearly indicating item is resubmitted. 2. Identify pertinent Drawing sheet and detail number, and Specification section number as appropriate. 3. Identify deviations from Contract Documents. 4. Provide space for Contractor and Architect review stamps. 5. Contractor: Review and stamp submittals from subcontractors prior to submitting to Architect. a. Review submittals and indicate where conflicts occur with Contract Documents and with work of other subcontractors. 01300-1 Administrative Requirements DH Architect APPLE MINI STORE South Center Mall, Seattle WA b. Return submittals that vary significantly from Contract Documents for correction and resubmittal prior to submitting to Architect. c. Submittals that vary significantly from Contract Documents and that fail to indicate thorough Contractor review prior to submission to Architect will be returned without review. d. Cursory review and stamping of subcontractor submittal by Contractor shall not be acceptable. B. Comply with progress schedule for submittals related to Work progress. Coordinate submittal of related items. C. After Architect review of submittal, revise and resubmit as required, identify changes made since previous submittal. D. Distribute copies of reviewed submittals to concerned persons. Instruct recipients to promptly report any inability to comply. 1.3 CONSTRUCTION PROGRESS SCHEDULES A. Submit construction progress schedule with separate item for each major trade and operation, identifying first day of each week. 1. Show complete sequence of construction by activity, identifying work of separate stages and logically grouped activities. 2. Show projected percentage of completion for each item of Work as of time of each progress Application for Payment. 3. "Submittal Schedule ": Show Contractor submittal dates required for shop drawings, product data, and samples, and product delivery dates; deliver to Architect per approved "Submittal Schedule." a. "Submittal Schedule" may be incorporated into construction progress schedule or may be separate, Contractor option. b. Architect's Review Period: Architect will be expedient in review, however, Contractor shall schedule submittals recognizing possibility Architect may reject and may require resubmittal. c. Contract extension shall not be allowed for Contractor's failure to properly schedule submittals to allow for Architect requiring resubmittal. B. Progress Schedule Format: Horizontal bar chart as approved. Contractor Option: Submit network analysis system using critical path method as approved by Owner and Architect. 2. Submit revised progress schedules with each Application for Payment reflecting changes since previous submittal, not less than monthly. 01300-2 Administrative Requirements ..:�. -.t ✓N ::.u..:....1. A»c::, tt_ °.,..c:.iCa •f,:Ssa+s'.u:k:�..r �<:�wl' 't ckd v ' �tW Z ~w � JU 00 to o C0 UJ J= C/) LL w 9 J LL ? CO =w Z� HO Z F- w w U� ON OH ww u. O .. Z w U= O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.4 SCHEDULE OF VALUES A. Submit typed schedule on AIA Form G703 or another Owner and Architect pre - approved 8 -1/2" by 11" paper format; Contractor's standard media - driven printout will be considered on request. Submit within 15 days after award of Contract. z z B. Format: Table of Contents of this Project Manual, with modifications as pre - approved 2 by Owner and Architect; identify each line item with number and title of major uQJI v Specification sections. 0 0 C. Revise schedule to list change orders for each Application for Payment. w H 1.5 SHOP DRAWINGS w O A. Submit two reproducibles and three prints; minimum sheet size 8 -1/2" by 11" maximum 30" by 42 ". Architect will return one reproducible. N a B. After review, reproduce and distribute. Maintain set of approved shop drawings as LU Z part of Project Record Drawings. ZO 1.6 PRODUCT DATA/MANUFACTURERS' LITERATURE W W A. Mark each copy to identify applicable Products, models, options, and other data; U O N supplement manufacturers' standard data to provide information unique to the Work. o �_ Ww =U B. Include manufacturers' installation instructions only when required by Specifications LL or specifically requested by Architect. O z 1. Maintain copy of manufacturer installation instructions and recommendations in ui _ �" Contractor's field office for review. O z 2. Maintain copy of approved product data /manufacturer's literature as part of Project Record Drawings. C. Submit number of copies Contractor requires, plus one copy to be retained by Architect. 1.7 SAMPLES A. Submit full range of manufacturers' standard colors, textures, and patterns for Architect's selection. B. Submit samples to illustrate functional characteristics of Product, with integral parts and attachment devices. C. Coordinate submittal of different categories for interfacing work. D. Include identification on each sample, giving full information. E. Submit number of samples required by Contractor plus one to be retained by Architect. 1. Maintain one set of approved samples at Project Field Office. 01300-3 Administrative Requirements a;.' ..1• ... �. ..- a;._y.w•..:.5�: ?:�s�•v:':; Asa ::S...w+�:�i'- 4'�rsf:Y`±1w •vtii+t;vu''.::s4:�¢�''ri'� :�.. ��.•, �a.. ,�A' a7wi:+%QF�1..i%i��ab.E� DH Architect APPLE MINI STORE South Center Mall, Seattle WA F. Sizes: Provide following sizes unless otherwise specified. 1. Flat or Sheet Products: Minimum 6" square, maximum 12" by 12 ". 2. Linear Products: Minimum 6 ", maximum 12" long. 3. Bulk Products: Minimum one pint, maximum one gallon. G. Full size samples may be used in the Work upon approval. 7 1.8 MANUFACTURERS' CERTIFICATES A. Submit certificates, in duplicate in accordance with requirements of each Specification section. END OF SECTION R .. 01300-4 Administrative Requirements Z w c U0 C0 S2 u-. W LL Q S2 = �.. w Z F-- O Z f- U O cf): �H WW H H LL O. _Z U U, O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 01310 PROJECT MANAGEMENT AND COORDINATION 3. Make provisions for accommodating items installed by Owner or under separate contracts. B. Prepare memoranda for distribution to each party involved as needed, outlining special procedures required for coordination. 1. Include required notices, reports, and list of attendees at meetings; include Architect and Owner in distribution. C. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing such equipment in service. 01310-1 Project Management and Coordination z PART 1 - GENERAL ? z W, 1.1 SUMMARY J U A. Section Includes: Description of Project management and coordination including but CO o not necessarily limited to the following: J 1. General Project coordination procedures. w 0 2. Coordination drawings. 3. Staff names. 4. Administrative and supervisory personnel. co 5. Project meetings. = a �w z B. Related Sections: ~ 1--0 1. Section 01300: Administrative requirements. z 1- UJ W 2. Section 01820: Systems demonstration. v o ON 1.2 COORDINATION o ~ Ww ~ A. Coordination: Coordinate construction operations included in various Specifications 1Ul.. sections to ensure efficient and orderly installation of each part of Work. "—" z 1. Coordinate construction operations that depend on each other for proper co installation, connection, and operation. z 2. Coordinate work to assure efficient and orderly sequence of installation of construction elements. 3. Make provisions for accommodating items installed by Owner or under separate contracts. B. Prepare memoranda for distribution to each party involved as needed, outlining special procedures required for coordination. 1. Include required notices, reports, and list of attendees at meetings; include Architect and Owner in distribution. C. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing such equipment in service. 01310-1 Project Management and Coordination DH Architect W APPLE MINI STORE South Center Mall, Seattle WA D. Coordinate space requirements and installation of mechanical and electrical work indicated diagrammatically on Drawings. 1. Follow routing shown for pipes, ducts, and conduits as closely as possible; make runs parallel with lines of building. 2. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. E. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated; coordinate locations of fixtures and outlets with finish elements. F. Administrative Procedures: Coordinate scheduling and timing of administrative procedures with other construction activities and activities of other contractors to avoid conflicts and ensure orderly progress of Work. 1.3 SUBMITTALS A. Coordination Drawings: Prepare Coordination Drawings for areas where space availability is limited and necessitates maximum utilization of space for components and where separate entities, products, and materials require coordination. 1. Require each subcontractor with items located in ceiling space to furnish coordination drawings of their items to assist in preparation of Contractor's Coordination Drawings. 2. Indicate relationship of components shown on separate Shop Drawings. 3. Indicate required installation sequences. 4. Ceiling Spaces: Take special care to coordinate structure, ceiling systems, equipment located in ceiling spaces, fire protection systems, mechanical systems, and electrical systems. B. Staff Names: Immediately after receipt of notice to proceed or immediately after signing of Contract by Owner and Contractor, submit list of principal staff assignments, including superintendent and other personnel in attendance at Project site. 1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. 1.4 SUPERVISORY AND ADMINISTRATIVE PERSONNEL A. Provide supervisory personnel, in addition to Project Superintendent, as required for proper and timely performance of Work and coordination of subcontracts. B. Provide administrative staff as required to allow Project Superintendent and supervisory personnel to allocate maximum time to Project supervision and coordination. 01310-2 Project Management and Coordination '�. ,.rr.x»,..�axi { :5,,.ti K. ,.,Y.a:. rL' ww,. 'av: -2:n w w. ��% µ' s5+ .,'�,lrroL:;..Saurn(�i+;1F:+r� �.aU4'.Cimt$�f+{�i$`�+3wi441 iitC �+.�•• Z Z Q: 2 D J0 00 (n O J � NU- 0 J W Q N = 2 d �w z 1-- Z 25 U ON off wW H� LL O ..Z W U= O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.5 PROJECT MEETINGS A. Schedule and administer Project meetings throughout progress of Work: 1. Pre - construction meeting. 2. Progress meetings at weekly intervals. 3. Pre - installation conferences. 4. . Coordination meetings. 5. Special meetings. B. Make physical arrangements for meetings, prepare agenda with copies for participants, preside at meetings, record minutes and distribute copies within two days to Architect, Owner, participants, and those affected. C. Attendance: Job superintendent, major subcontractors and suppliers as appropriate to agenda; Architect, Owner, and Owner and Architect's consultants as appropriate to agenda topics for each meeting. D. Suggested Agenda: Review of Work progress, status of progress schedule and adjustments, delivery schedules, submittals, requests for information, maintenance of quality standards, pending changes and substitutions, and issues needing resolution. END OF SECTION 01310-3 Project Management and Coordination J f+ ..1 - o i. sfi _ rc.+.G.S 71i>a n;i�9twt;.� +4 . ;+ �sStiLal iit�ls�wi�s9 .i4,c�is'1,n.k�:�.W >akcy -s�'.:iuw.y.unrww�F.� s. /.Sy,�L::,`,•ax+ so7 +.+.zoi. :.iM:7r�' '��+`�+�»v:wlGaksxt.:d: .�ivii'.aaG» z Z � D JU U0 N W= -J F-. TU_ w U. cl) =w z � O w 25 U 0- . o F_ w L w CO) O z DH Architect SECTION 01400 QUALITY REQUIRE APPLE MINI STORE South Center Mall, Seattle WA PART 1 - GENERAL 1.1 SUMMARY A. This section describes general quality control requirements. 1. General quality control. 2. Manufacturers' field services. 3. Mock -ups. 4. Independent testing laboratory services. B. Related Requirements: 1. Refer to applicable codes and Specifications sections for test requirements. 1.2 QUALITY CONTROL, GENERAL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. - . 1.3 MANUFACTURER'S FIELD SERVICES i A. When specified in respective Specification sections, require manufacturer or supplier to have qualified personnel provide on -site observations and recommendations. 1. Observe field conditions, including conditions of surfaces and installation. 2. Observe quality of workmanship. 3. Provide recommendations to assure acceptable installation and workmanship. 4. Where required, start, test, and adjust equipment as applicable. B. Representative shall submit written report to Architect or Owner listing observations and recommendations. 1.4 MOCK -UPS A. Erect field samples and field mock -ups at locations on site as approved in advance and in accordance with requirements where included in Specifications section. 1. Test mock -ups requiring special equipment may be erected at location having access to necessary equipment; coordinate with Architect. B. Field samples and mock -ups not approved and not capable of being acceptably revised shall be removed from site. C. Approved field samples and mock -ups may be used as part of Project. r 01400-1 Quality Requirements z } z �w ¢¢ JU UO � 0 w J� C/) U_ w te a' u. �D = F- w z 1--0 z 1_ w U ON 01✓ wW LL O 111 z C) O F- z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.5 TESTING LABORATORY SERVICES A. An independent testing laboratory shall perform inspections, tests, and other services required by applicable codes and various Specification sections. 1. Owner or Architect may also require independent testing of items where doubts z 7 z exists that product or system does not conform to Contract Documents. D 2. Owner will employ and pay for testing laboratory to provide Project specific testing v O ` under applicable codes and Specification sections except where indicated otherwise. f N o a. Owner employment of testing laboratory shall not relieve Contractor of WW N obligation to perform Work in accordance with requirements of applicable W o codes and Contract Documents. 1) Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. = d b. Retesting required because of non - conformance to specified requirements �W ? shall be performed by Owner's testing laboratory. z O 2? 1) Payment for retesting shall be charged to Contractor by deducting o inspection and testing charges from Contract amount. 0 co 2) Contractor Option: Pay Owner's testing laboratory directly for costs of = retesting where acceptable to Owner and testing laboratory. v r �O c. Owner provided testing shall be limited to Project specific testing and shall z w co not include general tests or approvals of materials, equipment or systems. v O~ B. Services shall be performed in accordance with requirements of governing authorities z and with specified standards. C. Reports will be submitted to Architect in duplicate giving observations and results of tests, indicating compliance or non - compliance with specified standards and with Contract Documents. 1. Where required, testing laboratory will submit copy of test results directly to enforcing agency. D. Contractor shall cooperate with testing laboratory personnel; furnish tools, samples of materials, design mix, equipment, storage and assistance as requested. 1. Notify Owner, Architect and testing laboratory sufficiently in advance of expected time for operations requiring testing services. END OF SECTION 01400-2 Quality Requirements .... ti::,:: y::: a; a9i:.:: t. 7:(. c;: Svi.+` Rx': i�(: i�t?. iu`, n: rr« isii;: G'. Ei: ei:: ;s:`.b:'mb':.i149$e'++kd.+:�waF ; : w . fi '' �'" wiii:'� `!�{N;k'w•'eiG'Stra M DH Architect SECTION 01500 APPLE MINI STORE South Center Mall, Seattle WA TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. This section describes temporary construction facilities and temporary controls. 1. Electricity and lighting. 2. Heat and ventilation. 3. Water and sanitary facilities. 4. Construction aids. 5. Temporary enclosures. 6. Barriers. 7. Cleaning during construction. 8. Project identification. 9. Field offices, telephone service, and storage. B. Related Requirements: 1. Section 01565: Site waste management program. 2. Section 01700: Progress cleaning and final cleaning. C. Provide temporary construction facilities and temporary controls as required to conform to applicable authorities and as required to complete Project in accordance with Contract Documents. 1. Authorities: Contact governing authorities to establish extent of temporary facilities and temporary controls required by authorities. 2. Mall Management: Contact Management to establish extent of temporary facilities available for construction operations and temporary controls required by Management. 1.2 ELECTRICITY AND LIGHTING A. Provide electrical service required for construction operations, with branch wiring and distribution boxes located to allow service and lighting by means of construction -type power cords. B. Provide lighting for construction operations. 1. Permanent lighting may be used during construction; maintain lighting and make routine repairs. 01500-1 Temporary Facilities and Controls z �Z w Q: 2 D JU U CO 0 w� !2 LL w O: � LL. ¢ U� i �w z ZO 25 U ON in E_ wW LL O ..z w U= 81— z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.3 HEAT AND VENTILATION A. Provide heat and ventilation as required to maintain specified conditions for construction operation, to protect materials and finishes from damage due to z temperature and humidity. _ 1.4 WATER AND SANITARY FACILITIES D A. Provide water service required for construction operations; extend branch p iping with pp 9 0 O j outlets located so water is available by use of hoses. 0 B. Provide and maintain required sanitary facilities and enclosures. w CO U. 0 1.5 CONSTRUCTION AIDS J A. Noise, Dust and Pollution Control: Provide materials and equipment necessary to N a comply with local requirements for noise, dust and pollution control. w z B. Fire Protection: Maintain on -site fire protection facilities as required by applicable ~ authorities and insurance requirements. O w # LU C. Use of Existing Facilities: Verify availability of existing facilities for construction v o operations with Mall prior to beginning on -site construction. 0— 1.6 ENCLOSURES = v A. Temporary Closures: Provide temporary weather -tight closures for exterior openings LL 0 for acceptable working conditions, for protection for materials, to protect interior U co materials from dampness, for temporary heating, and to prevent unauthorized entry. � 0 1. Provide doors with self - closing hardware and locks. z B. Temporary Partitions: Provide temporary partitions as required to separate work areas from occupied areas, to prevent penetration of dust and moisture into occupied areas, and to prevent damage to existing areas and equipment. Construction: Framing and sheet materials with closed joints and sealed edges at intersections with existing surfaces; Flame Spread Rating of 25 in accordance with ASTM E84. 2. Paint surfaces exposed to view in occupied areas. 1.7 BARRIERS A. Barriers: Provide barriers as required to prevent public entry to construction areas and to protect adjacent properties from damage from construction operations. B. Barricades: Provide barricades as required by governing authorities. M 01500-2 Temporary Facilities and Controls ~�� i�..}f' .... §!..:v :.t. 1.�.:;t��v�.�.+� Syr �C. )vi9`��w�7tt:.31i.�u��21tF�.rt�. .��.. .,,+ + . k . �. ..:� ..��. . •,_� . ' -�. b'. =''- r DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.8 CLEANING DURING CONSTRUCTION A. Control accumulation of waste materials and rubbish; recycle or dispose of off -site. B. Clean interior areas prior to start of finish work, maintain areas free of dust and other Z contaminants during finishing operations. w 1.9 PROJECT IDENTIFICATION v UO A. Project Sign: Provide signage as permitted by Mall Management with exhibit lettering CO 0 by professional sign painter. w H 1. Design: As furnished by Architect. w o 2� 2. Submit to Owner and Architect additional names or changes proposed to Project W. a sign for prior written approval. d s 3. Erect on site at location established by Mall Management. UJ z B. Other Signs: Subject to approval of Mall Management, Architect, and Owner. W o w 1.10 FIELD OFFICES, TELEPHONE SERVICE, AND STORAGE D o �_ A. Office: Provide space in Project area to maintain Project Record Documents and o H construction documents. = v 1. Telephone Service: Provide telephone service to field office. Cellular telephone U_ O with on -site superintendent is acceptable. W N B. Storage for Tools, Materials, and Equipment: Limit on -site storage to Project area; O provide weather -tight storage, with heat and ventilation for products requiring Z controlled conditions. 1. Maintain adequate space for organized storage and access. 2. Provide lighting for inspection of stored materials. 1.11 REMOVAL A. Remove temporary materials, equipment, services, and construction prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary facilities. C. Restore existing facilities used during construction to specified or original condition. END OF SECTION 01500-3 Temporary Facilities and Controls DH Architect i i i i SECTION 01600 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY APPLE MINI STORE South Center Mall, Seattle WA A. This section describes basic product requirements governing material and equipment. 1. General product requirements. 2. Product list. 3. Quality assurance. 4. Delivery, storage, and handling. B. Related Requirements: 1. Section 01300: Submittal of manufacturers' certificates. 2. Section 01630: Product substitution procedures. 3. Section 01770: Operation and maintenance data. 0 1.2 GENERAL PRODUCTS REQUIREMENTS A. Products include material, equipment, and systems. B. Comply with Specifications, referenced standards, and applicable codes and regulations as minimum requirements. C. Provide new materials except as specifically allowed by Contract Documents. D. Materials to be supplied in quantity within a Specification section shall be by one manufacturer, shall be the same, and shall be interchangeable. E. Provide equipment and systems composed of materials from a single manufacturer except where otherwise recommended by equipment or systems manufacturer or where otherwise indicated in Contract Documents. 1.3 SUBMITTALS A. Product List: Prior to submittal of second Request for Payment, submit to Architect complete list of major products which are proposed for installation, with name of manufacturer, trade name, and model. 1. Tabulate products by Specification number and title. B. Substitutions: Refer to Section 01630 - Product Substitution Procedures. M 01600-1 Product Requirements •� " u.>n«.. t..: 1 �.�wi;. tip'. �:.+ � .a9bw.l..�.i.y.a::GtN'uf.4e.i:: �w+fi` '+}.:Nati.}�.Y ' bl: z �Z �w D 00 CO 0 wX !2U- w u-a CO) D = �. w z F- o z R 25 U� �N O F- LU uj LO w z CO O~ z DH Architect 1.4 QUALITY ASSURANCE APPLE MINI STORE South Center Mall, Seattle WA A. Comply with industry standards and applicable codes except when more restrictive tolerances or requirements indicate more rigid standards or precise workmanship. a .F Z — B. Perform work by persons qualified to produce workmanship of specified quality. C. Install products straight, true -to -line, and in correct relationship to adjacent materials, ) p with hairline joints, free of rough, sharp and potentially hazardous edges. CO W J D. ,Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. w o 1. Seismic Anchors: Conform to code requirements. I _J 1.5 DELIVERY, STORAGE, AND HANDLING U_? = d �w A. Transport products by methods to avoid product damage, deliver in undamaged ? condition in manufacturer's unopened containers or packaging. z o B. Store products in accordance with manufacturer's instructions, with seals and labels D o intact and legible. 0 N. off C. Store sensitive products in weather -tight enclosures; maintain within temperature and = w humidity ranges required by manufacturer's instructions. U. D. For exterior storage of fabricated products, place on sloped supports above ground. LU N U E. Store loose granular materials on solid surfaces in a well- drained area; prevent p mixing with foreign matter. z F. Arrange storage to provide access for inspection; periodically inspect to assure products are undamaged and are maintained under required conditions. G. Provide equipment and personnel to handle products by methods to prevent soiling and prevent damage. H. Promptly inspect shipments to assure products comply with requirements, quantities are correct, and products are undamaged. Immediately remove from Project products damaged, wet, stained, and products with mold and products with mildew. 1. Take special care to prevent absorbent products such as gypsum board and acoustical ceiling units from becoming wet. END OF SECTION 01600-2 Product Requirements DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 01630 PRODUCT SUBSTITUTION PROCEDURES PART 1 - GENERAL z s z 1.1 SUMMARY �w QQ 2 A. Provide products listed in Contract Documents, products by manufacturers listed in JU N o Contract Documents, and products meeting specified requirements. co = x W J f- 1. Contract Amount: Base on materials and products included in Contract Documents. V) U- w O a. Where listed in Contract Documents, materials and products by — manufacturers not listed shall not be used without Owner's and Architect's U- approval of Contractor's written request for substitution. = C% 2. Purpose: Substitutions will only be considered where Owner will receive benefit or �. w z ~ j because specified materials are no longer available due to conditions beyond Contractor control. w w a. Owner benefits either from a Contractor proposed reduction of the Contract Do 0 cn amount or from a reduction in Contract time based on acceptance of o j proposed substitution. = v b. List proposed cost or time reductions on request for substitution. "-- z c. Requests not including a proposed cost or time reduction will not be v considered unless Contractor submits supporting information indicating p specified materials are not available. z B. Procedures are described for requesting substitution of unlisted materials in lieu of materials named in Specifications or approved for use in addenda. 1.2 CONTRACTOR'S OPTIONS A. Products Identified by Reference Standards: Select product meeting referenced standard for products specified only by reference standard. B. Named Manufacturers and Named Products: Select products of any named manufacturer meeting Specifications for products specified by naming one or more products or manufacturers. C. Substitutions for Named Manufacturers and Named Products: Submit request for substitution for products and for manufacturers not specifically named where products or manufacturers are named in Specifications. D. "Or Equal" Clauses: Submit request for substitution for product or manufacturer not specifically named in Specifications where terms "or equal ", "or approved equal ", or similar references are made. 01630-1 Product Substitution Procedures DH Architect 1.3 SUBSTITUTIONS APPLE MINI STORE South Center Mall, Seattle WA A. Prior to submittal of second Request for Payment Owner and Architect will consider formal requests for substitutions from Contractor as specified in 1.1 Summary. Z 1. Owner and Architect will consider only one request for substitution for each z W material; where requests are denied Contractor shall be required to provide specified materials. JU 2. After payments begin, requests will be considered only when a product becomes UO 0 co unavailable through no fault of Contractor; more than one request for substitution x will be considered if necessary. CO U- WO B. Submit each request with sequentially numbered "Substitution Request Transmittal" �a acceptable to Owner and Architect; submit separate request for each product and support each request with: U. 1. Product identification with manufacturer's literature and samples where applicable. z H 2. Name and address of similar projects on which product has been used, and date w w of installation. 2 :3 C. Submit itemized comparison of proposed substitution with product specified and list D0 Lo O N significant variations. o � WW D. Submit data relating to changes in construction schedule. O E. Note effect of substitution on other work, products, or separate contracts. _ v N 1. Note if acceptance of substitution could require revision of Contract Documents, e= O ~ Drawings, details or Specifications. Z F. Include accurate cost data comparing proposed substitution with product and amount of net change in Contract price. 1. Include costs to other contractors and costs for revisions to Drawings, details or Specifications. G. Substitutions will not be considered for acceptance when: 1. They are indicated or implied on submittals without a formal request from Contractor. 2. They are requested directly by a subcontractor or supplier. 3. Acceptance will require substantial revision of Contract Documents. H. Substitute products shall not be ordered without written acceptance of Owner and Architect. I. Owner and Architect will determine acceptability of proposed substitutions and reserves right to reject proposals due to insufficient information. w 01630-2 Product Substitution Procedures } DH Architect APPLE MINI STORE South Center Mail, Seattle WA 1.4 CONTRACTOR'S REPRESENTATION A. Requests constitute a representation that Contractor: 1. Has investigated proposed product and determined it meets or exceeds, in all z respects, specified product. Z 2. Will provide same warranty or longer warranty for substitution as for specified �w product. v O ND 3. Will coordinate installation and make other changes that may be required for co = Work to be complete in all respects. N � O 0 4. Waives claims for additional costs that subsequently become apparent. 5. Will pay costs of changes to Contract Documents, Drawings, details and Specifications required by accepted substitutions. = d 1.5 ARCHITECT'S DUTIES �w z A. Review Contractor's requests for substitutions with reasonable promptness. H- O UJ UJ 1. Architect will recommend that Owner accept or reject substitution request. D 0. o co Q �- 2. Upon request, Architect will provide cost for changes to Contract Documents, w w Drawings, details and Specifications required for substitutions. U- 0. B. Notify Contractor in writing of decision to accept or reject requested substitution. iii z UN END OF SECTION z 01630-3 Product Substitution Procedures DH Architect SECTION 01565 APPLE MINI STORE South Center Mall, Seattle WA SITE WASTE MANAGEMENT PROGRAM PART 1 - GENERAL Z ~w 1.1 SUMMARY A. Project requires special Site Waste Management Program. U o 1. Waste Management Goals: Project shall have minimum 70% of total Project U) w waste diverted from landfill. N LL w 2. Inform Owner and Architect where Site Waste Management Program requirements could detrimentally impact construction schedule. U_ Cn 3. Provide separate itemization of costs related to Site Waste Management Program. H = • z� 4. Effect optimum control of solid wastes. z O w 5. Prevent environmental pollution and damage. ? o U B. Related Work: o E- 1. Section 01500: Temporary facilities and controls. w H v F- w 1.2 DEFINITIONS z UN A. Inert Fill: A permitted facility that accepts inert waste such as asphalt and concrete 0� exclusively. Z B. Class III Landfill: A landfill that accepts non - hazardous waste such as household, commercial, and industrial waste, including construction, remodeling, repair, and demolition operations. C. Construction and Demolition Waste: Includes solid wastes, such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, repair, and demolition operations. 1. Rubbish: Includes both combustible and noncombustible wastes, such as paper, boxes, glass, crockery, metal and lumber scrap, tin cans, and bones. 2. Debris: Includes both combustible and noncombustible wastes, such as leaves and tree trimmings that result from construction or maintenance and repair work. D. Chemical Waste: Includes petroleum products, bituminous materials, salts, acids, alkalis, herbicides, pesticides, organic chemicals and inorganic wastes. E. Sanitary Wastes: 1. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or consumption of food. 2. Sewage: Domestic sanitary sewage. 01565-1 Site Waste Management Program W4 �5 zt� DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.3 RECYCLING PROGRAM A. Recycling: Implement recycling program that includes separate collection of waste ' materials of types applicable to Project; recycling program to be applied by Contractors and subcontractors. B. Handling: Keep materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to recycling process. 1. Clean materials contaminated prior to placing in collection containers. 2. Arrange for collection by or delivery to appropriate recycling center or transfer station that accepts construction and demolition waste for purpose of recycling. C. Participate in Re -Use Programs: Rebates, tax credits, and other savings obtained for recycled or re -used materials shall accrue to Contractor. END OF SECTION 01565-2 Site Waste Management Program k,+','' ,. a:. .s:. ?.:�: ..i'. ..c:,u;.i...c•?;:st1:«a ..;�.:n..:.:a:.,:: wok,..? uu,:.' �cw :�:.,.�s.xd:..tca.w•.:.u.+da. .•.:ec.+ti,s. '�.�..:�.: <�ssL' .i.:�a��u:;;+.�,i�ic l:.i. ,.�. - -- '.ei�.'= � ctix:.. z �z �w aa JU UO NO J = H �w w LQ (1) Fw Z f- O z �_ w �5 U 0 YX .0 H w F L F-- U LL O •z UN H= O F_ z DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 01700 EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. This section describes execution requirements. s 1. Installer qualifications. 2. Examination. 3. Manufacturer's instructions. 4. Installation. 5. Cleaning. 6. Protection. 3 B. Related Requirements: 1 1. Section 01500: Cleaning during construction. 1 2. Section 01770: Closeout procedures. 3. Section 01820: Systems demonstration. i 1.2 INSTALLER QUALIFICATIONS i A. Experienced Installers: Installers to have minimum five years successful experience ' installing items similar to those required for Project, except for individuals in training under direct supervision of experienced installer. 1.3 EXAMINATION A. Acceptance of Conditions: Beginning installation of a product signifies installer has examined substrates, areas, and conditions for compliance with manufacturer requirements for tolerances and other conditions affecting performance. B. Field Measurements: Take field measurements as required to fit Work properly; recheck measurements prior to installing each product. 1. Where portions of Work are to fit to other construction verify dimensions of other construction by field measurements before fabrication; allow for cutting and patching in order to avoid delaying Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. 1.4 MANUFACTURERS' INSTRUCTIONS A. Manufacturer's Recommendations: When work is specified to comply with manufacturers' recommendations or instructions, distribute copies to persons involved and maintain one set in field office. 1. Conform to requirements specified in Section 01300 for submittal of recommendations or instructions to Architect; submit to Architect only where specified or where specifically requested. 01700-1 Execution Requirements z '~ w � D 0 UO J CO U- 0 U. ?. (D d =w z� z0 W5 U ON QH w �z w 0 O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA B. Perform work in accordance with details of recommendations and instructions and specified requirements. 1. Should a conflict exist between Specifications and recommendations or instructions consult with Architect. z w C. Where manufacturer's information notes special recommendations in addition to installation instructions, comply with both recommendations and instructions. It 1.5 INSTALLATION v O N o A. Pre - Installation Meetings: Installers and suppliers are to attend pre - installation J H meetings scheduled by Contractor. N U_ 0 B. Comply with manufacturers written recommendations and installation instructions g 0 unless more restrictive requirements are specified. — J C. Locate Work and components accurately, in correct alignment and elevation. U_ Q = a 1. Make vertical work plumb and horizontal work level. w z X 2. Install components to allow space for maintenance and ease of removal for E_ O w � replacement. j o D. Install products at time and under conditions to ensure best possible results; maintain .0— co conditions required for product performance until Substantial Completion. 0 �- W W E. Conduct operations so no part of Work is subject to damaging operations or loading F in excess of that expected during normal conditions. "-- z F. Securely anchor permanent construction in place, accurately located and aligned with v CO other portions of Work. i= o F - Z G. Allow for building movement including thermal expansion and contraction. H. Make joints of uniform width; arrange joints as indicated, for best visual effect where not otherwise indicated; fit exposed connections together to form hairline joints except where otherwise indicated. 1.6 CLEANING A. Cleaning During Construction: Specified in Section 01500 - Temporary Facilities and Controls. B. Progress Cleaning: Keep installed areas clean using cleaning materials specifically recommended by manufacturers of product being cleaned; where not otherwise recommended use nontoxic materials that will not damage surfaces. 1. Remove debris from concealed spaces before enclosing space. 2. Supervise construction operations to assure no part of construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period. 01700 -2 Execution Requirements G., kuH3 .m...� ..n..a. r,,, ., r...> rz: �s1;. .L:.S:�iiE..te.�v.z.�xitt3A:'�' n.i, - ,•kvhSi',L: DH Architect APPLE MINI STORE South Center Mall, Seattle WA f C. Final Cleaning: Execute final cleaning at Substantial Completion. 1. Clean interior and exterior surfaces exposed to view; remove temporary labels, stains and foreign substances; polish transparent and glossy surfaces. ' Z 2. Clean equipment and fixtures to a sanitary condition, clean filters of mechanical w equipment, replace filters where cleaning is impractical. �D 3. Remove waste, surplus materials and rubbish from Project and site; recycle to L) o maximum extent feasible. Cl) o J 1.7 PROTECTION { N LL - } A. Protect products subject to deterioration with impervious cover. Provide ventilation to i avoid condensation and trapping water. B. Take care to use protective covering and blocking materials that do not soil, stain, or U. Q U w damage materials being protected. Z W C. After installation, provide coverings to protect products from damage from traffic and z � construction operations, remove when no longer needed. U1 LU Do D. Protect interior materials from water damage; immediately remove wet materials from O N I site to prevent growth of mold and mildew on site, o �-. LU LU =U END OF SECTION LL o i Wco O Z 0 01700-3 Execution Requirements DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 01735 SELECTIVE DEMOLITIO FOR REMODELING PART 1 - GENERAL 1.1 SUMMARY A. Remove materials, systems, components, fixtures and equipment as designated and as required for completion of remodeling as indicated. I 1. Cap and identify active utilities. y B. Related Requirements: 1. Section 01500: Temporary enclosures and barriers. + 2. Section 01565: Site waste management program. 3. Section 01730: Cutting and patching. 4. Section 02220: Building demolition. 1.2 SUBMITTALS A. Submit permits for transport and disposal of debris. B. Submit demolition procedures and operational sequence for review and acceptance by Architect. 1.3 PROTECTION A. Do not interfere with use of adjacent building spaces; maintain free and safe passage to and from. 1. Cover and protect existing materials when demolition work is performed in areas where existing materials have not been removed. B. Prevent movement of adjacent construction, provide and place bracing and be responsible for safety and support of adjacent construction. 1. Provide services of licensed engineer for designing temporary support where required by applicable authorities for temporary supports and for shoring; submit engineering calculations directly to applicable authorities upon request. 2. Assume liability for movement of adjacent construction, for damage, and for injury. C. Cease operations and notify Owner and Architect immediately if safety of structure appears to be endangered; take precautions to properly support structure. 1. Do not resume operations until safety is restored. 01735-1 Selective Demolition for Remodeling z �Z W � JU UO 0 J C0 U- 0 9� LL (0 � = �w ' z E-- f- O z i-- 2� U O N oF- w LL w U= O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.4 EXISTING SERVICES A. Disconnect or remove utility services as required for completion of Project; disconnect, stub off, and cap utility service lines not required for new construction. i 1. Do not remove utilities discovered during demolition but not indicated without first determining purpose for utility coordinate with Architect and Engineers. B. Do not disrupt services to adjacent building areas not in Project. �w C. Place markers to indicate location of disconnected services; identify service lines and JU CO o } capping locations on Project Record Documents. = H PART 2 - PRODUCTS U- w O. 2.1 MATERIALS A. Debris: Maintain possession of materials being demolished unless otherwise noted, Lo immediately remove from site. d = w PART 3 - EXECUTION p 3.1 DEMOLITION w g 5 A. Demolish indicated appurtenances in an orderly and careful manner. Uj3 OQ H y� 1. Use methods that do not damage materials indicated to remain. = 6 2. Cut concrete and masonry using masonry saws and hand tools; provide sharp O f clean cuts requiring minimal patching for new construction. LLi z UN 3. Use impact tools only where specifically approved in advance for areas where operations do not disturb building occupancy, z B. Perform demolition in accordance with authorities having jurisdiction. C. Remove tools and equipment upon completion of work; leave area in condition acceptable to Owner and Architect. D. Remove demolished materials from site, unless otherwise directed. 1. Remove from site, contaminated, vermin infested, and dangerous materials encountered and dispose of by safe means so as not to endanger health of workers or public. 2. Comply with requirements specified in Section 01565 — Site Waste Management Program. 3.2 REPAIR A. Repair damage to adjacent construction caused as result of this work. kJ'J.J. B. Repair demolition beyond that required. '•ii, ' END OF SECTION 01735-2 Selective Demolition for Remodeling now i. DH Architect PART 1 - GENERAL 1.1 SUMMARY SECTION 01730 CUTTING AND PATCHING APPLE MINI STORE South Center Mall, Seattle WA A. Contractor shall be responsible for cutting, fitting and patching required to complete Work and to: 1. Cut and patch existing finishes at entry as required by new construction. 2. Make its parts fit together properly. i 3. Uncover work to provide for installation of ill -timed work. 4. Remove and replace defective work. 5. Remove and replace work not conforming to Contract Documents. ! 6. Remove samples of installed work as required for testing. i . 7. Provide routine penetrations of non - structural surfaces for installation of piping —•. and electrical conduit. B. Related Requirements: 1. Section 01500: Temporary facilities and controls. 2. Section 01735: Selective demolition for remodeling. 1.2 SUBMITTALS A. Submit a written request to Architect well in advance of executing cutting or alteration which affects: 1. Work of Owner or separate contractor. 2. Structural value or integrity of any element of Project. 3. Integrity of weather - exposed or moisture - resistant elements. 4. Efficiency, operational life, maintenance or safety of operational elements. 5. Visual qualities of sight- exposed elements. B. Request shall include: t 1. Identification of Project and description of affected work. 2. Necessity for cutting or alteration. 01730-1 Cutting and Patching z w D JU UO y o C0 W J_ Cl) U. w O 9Q = I .-w Z_ �_O z�_ W5 U� ON o t- wW ty O ui z U= O F z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 3. Effect on work of Owner or separate contractor. 4. Effect on structural integrity, or weatherproof integrity of Project. 5. 'Alternatives to cutting and patching. 6. Cost proposal, when applicable. 7. Written permission of separate contractor whose work will be affected. 8. Description of proposed work including: i i a. Scope of cutting, patching, alteration, or excavation. b. Products proposed to be used. C. Extent of refinishing to be included. f C. Should conditions of Work or schedule indicate a change of products from original installation, Contractor shall submit request for substitution as specified in Section 01630 - 3 Product Substitution Procedures. 1 ( D. Submit written notice to Architect designating date and time work will be uncovered. PART 2 - PRODUCTS ' 2.1 MATERIALS A. Comply with Specifications and standards for each specific product involved. B. Where Specifications and standards have not been provided, provide materials and fabrication consistent with quality of Project and intended for commercial construction. 1. Existing Entry Materials: Match existing entry materials where patching is required for finished storefront installation. C. Provide new materials for cutting and patching unless otherwise indicated. PART 3 - EXECUTION 3.1 INSPECTION A. Inspect existing conditions of Project, including elements subject to damage or to movement during cutting and patching. B. After uncovering work, inspect conditions affecting installation of products, or performance of work. C. Report unsatisfactory or questionable conditions to Architect in writing; do not proceed with work until Architect has provided further instructions. i of 01730-2 Cutting and Patching ..rb.i -ias n:++/ t�WY. nV. i+ w: sK� .wwo.nri?hNMU4lMwtr�u+6'Mi�VF�ti wM�•^^�^ .�h:a ACwWiM'.a'!V. z i� w 00 0 co W J � to U. w 2 1' J Y.. co =w f- O z I— w U� ON 0 F— wW ui z U= O z 4 DH Architect 3.2 PREPARATION APPLE MINI STORE South Center Mall, Seattle WA A. Provide adequate temporary support as necessary to assure structural value or integrity of affected portion of Work. 1. Provide services of licensed engineer for designing temporary support where z Z required by applicable authorities for temporary supports and for shoring; submit W engineering calculations directly to applicable authorities upon request. D B. Protect other portions of Project from damage. JU UO. N 0 3.3 PERFORMANCE UJ �_- U. UJ O A. Execute cutting by methods that provide proper surfaces to receive installation of repairs and finishes. B. Employ same installer or fabricator to perform cutting and patching work as UQ - _ 0 employed for new construction for: _ z �. 1. Weather- exposed or moisture resistant elements. z 0 UJ w 2. Sight- exposed finished surfaces. v o C. Execute fitting and adjustment of products to provide a finished installation to comply co o H with specified products, functions, tolerances and finishes. = v E- 0 D. Restore work that has been cut or removed; install new products to provide completed Work in accordance with requirements of Contract Documents. z w U =, E. Fit work tight to pipes, sleeves, ducts, conduit and penetrations through surfaces. p z F. Refinish entire surfaces as necessary to provide even finish to match adjacent finishes: 1. For continuous surfaces, refinish to nearest intersection. 2. For an assembly, refinish entire unit. END OF SECTION 01730-3 Cutting and Patching DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 01770 CLOSEOUT PROCEDURES PART 1 - GENERAL i 1.1 SUMMARY A. This section describes Contract closeout procedures. 1. Substantial completion. 2. Final completion. 3. Project record documents. 4. Material and finish data. 5. Operation and maintenance data. B. Related Requirements: j 1. Section 01780: Warranties. f 2. Section 01820: Systems demonstration. 1.2 SUBSTANTIAL COMPLETION A. Immediately prior to Substantial Completion, schedule agency reviews as required for "temporary certificate of occupancy" or for "certificate of occupancy ". B. When Contractor considers the Work or a designated portion thereof is substantially complete, submit written notice, with list of items to be completed or corrected. 1. List ( "Punch List "): Format pre- approved by Owner and Architect; tabular form with each space listed required. C. Within a reasonable time, Owner and Architect will inspect status of completion and may add to "Punch List ". D. Should Owner and Architect determine Work is not substantially complete, Contractor will be promptly notified in writing, giving reasons. E. Contractor shall remedy deficiencies and send a second written notice of substantial completion; Architect will reinspect Work. 1. Contractor shall pay for Architect's time and direct expenses where more than one Substantial Completion inspection is required. F. When Architect determines Work is substantially complete, a Certificate of Substantial Completion will be prepared in accordance with General Conditions. 1.3 FINAL COMPLETION A. When Work is complete, submit written certification indicating: 1. Work has been inspected for compliance with Contract Documents. 01770-1 Closeout Procedures w:: +.;y/L , - ",7. .'�" a z Z �w 2 D UO N cn w J (1)w wo J U? � =w z� I- O w ~ w U ON o�_ w u . Z w U= O ~. z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 2. Work has been completed in accordance with Contract Documents and deficiencies listed (in 'Punch List ") with Certificate of Substantial Completion have been corrected. 3. Equipment and systems have been tested in presence of Owner's representative and are operational. 4. Work is complete and ready for final inspection. B. Special Submittals: In addition to submittals required by Contract, submit following. I 1. Provide submittals required b q y governing authorities to governing authorities with copies included in Project Record Documents. l 2. Submit final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due. 1.4 PROJECT RECORD DOCUMENTS A. Keep documents current; do not permanently conceal any work until required information has been recorded. 1. Owner will provide Contractor with a separate set of Drawings to maintain for. Project Record Documents. 2. Store reproducible Drawings, one set of Project Manual, and one copy of each Change Order separate from documents used for construction, for use as Project Record Documents. 3. Indicate actual work on Drawings; indicate actual products used in Project Manual, including manufacturer, model number and options. 4. Update Project Record Documents daily and allow for Architect inspection at least once a month. B. At Contract close -out submit documents with transmittal letter containing date, Project title, Contractor's name and address, list of documents, and signature of Contractor. 1.5 MATERIAL AND FINISH DATA A. Provide data for primary materials and finishes. B. Submit two sets prior to final inspection, bound in 8 -1/2" by 11" three -ring binders with durable plastic covers, clearly identified regarding extent of contents. 1. Electronic Format: Where available in electronic format, submit computerized compact disk (CD's) of material and finish data. C. Arrange by Specification division and give names, addresses, and telephone numbers of subcontractors and suppliers. List: 1. Trade names, model or type numbers. 2. Cleaning instructions. 3. Product data. 01770-2 Closeout Procedures Z �w 2 D 00 0 w� LL w U. V)p =w z� Z W5 U� ON Q E- wW U . z us CO O Z ..:..... �......,.. �..,,.. w ...:+..:�.- .:....:,�*:- �•w�.»w, - - ":i:ad:�c�.:i.LYi:ck�"' t '+�tk'ih� " DH Architect APPLE MINI STORE South Center Mall, Seattle WA � 1.6 OPERATION AND MAINTENANCE DATA t i A. Provide data for: i 1. Electrically operated items. z 2. Mechanical equipment and controls. i ~ z 3. Electrical equipment and controls. B. Submit two sets prior to final inspection, bound in 8 -1/2" by 11" three -ring binders v o with durable plastic covers, clearly identified regarding extent of contents. N o C. Provide a separate volume for each system, with a table of contents and index tabs w= J J j for each volume. U _ w D. Arrange by Specification division and gives names, addresses, and telephone j ! numbers of subcontractors and suppliers. List: U- N ` 1. Appropriate design criteria. w 2. List of equipment and parts lists. ? { 3. Operating and maintenance instructions. z O ! 4. Shop drawings and product data. W E. Electronic Format: Where available in electronic format, submit computerized �o M compact disk (CD's) of material and finish data. o Ww END OF SECTION � U. O .. w z U= OH Z 01770-3 Closeout Procedures DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 01780 WARRANTIES PART 1 - GENERAL Z s z W 1.1 SUMMARY A. Compile required and incidental warranties required by Contract Documents. JU N o B. These warranties shall be in addition to and not a limitation of other rights Owner may cn w J have against Contractor under Contract Documents and which may be prescribed by N LL w law, regardless of wording of warranty. � j 1.2 FORM OF SUBMITTAL u. j ND A. Provide duplicate copies, notarized or on Contractor and Manufacturer's letterhead. _ Z H- 1. Assemble documents executed by subcontractors, installers, suppliers, and z O manufacturers. w w > > 2. Provide table of contents and assemble in binder with durable plastic cover, C3 0 N clearly identified regarding extent of contents. o �. 3. Electronic Format: Submit computerized compact disk (CD's) of warranties, in ww Microsoft Word. LL- p B. Warranty Form: Use form acceptable to Owner; completed form shall not detract Z v =. from or confuse interpretations of Contract Documents. 0 H Z 1. Manufacturer shall countersign warranty. 2. Subcontractor and installer shall countersign warranty where specified. a. Provide required warranties for roofing systems countersigned by subcontractor and installer. C. Submit final warranties prior to final application for payment. 1. For equipment put into use with Owner's permission during construction, submit within ten days after first operation. 2. For items of Work delayed materially beyond Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. D. Provide information for Owner's personnel regarding proper procedure in case of failure and instances that might affect validity of warranty. E. Size: 8 -1/2" by 11" for three -ring binder; fold larger sheets to fit. 01780-1 Warranties P^ J... •.:`F:.Y '� ��' ,.'�.x ".'2� "�i�KS... .JJLZI tK..4.3`Sk � t- ik• LVM��+ �+ nrs' �fi�. kri+ V�{ ii` �' S4�1 .kf:tu`S�_is.++'..iLAC.�.ioi• iliaw' "' • +:,= � f: " i° �• •Y ` ....,,. ' ��••� DH Architect 1.3 WARRANTIES APPLE MINI STORE South Center Mall, Seattle WA A. Warranties are intended to protect Owner against failure of work and against deficient, defective and faulty materials and workmanship, regardless of sources. B. Limitations: Warranties are not intended to cover failures that result from: z z �? 1. Unusual or abnormal phenomena of the elements. �w 2. Owner's misuse, maltreatment or improper maintenance of work. JU to o co W 3. Vandalism after substantial completion. J N U. W O 4. Insurrection or acts of aggression including war. �5 C. Related Damages and Losses: Remove and replace work which is damaged as U. result of failure, or which must be removed and replaced to provide access for 10 correction of warranted work. t- _ ? t- D. Warranty Reinstatement: After correction of warranted work, reinstate warranty for z � corrected work to date of original warranty expiration, but not less than half original UJ UJ warranty period. v o E. Replacement Cost: Replace or restore failing warranted items without regard to o anticipated useful service lives. = W F. Rejection of Warranties: Owner reserves right to reject unsolicited and coincidental 4 : O product warranties that detract from or confuse interpretations of Contract Documents. LLi U co END OF SECTION =. 0 ►- z 01780-2 Warranties .., a.. ".. ::r � ... •., S:: ia.r.ow5.,, 45. µ ,. r.. U+w- ..,�.Etia.i �a +.i.a t= �k+•:�. 4+4' YS +' ioti',' r. �` t' Ck. 1. ei¢ 3:=/ 4v+ afi. ria:r ;:ri+w`Ja.....:.*..s: Li:k.' Y..d7far ,. LD.z1u,}:St6..ii5 '::,. i+ i� 'it'u2:u'mt'.+;+.X�:.S ?«u..4d a�.:..aiir� >. DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 01820 SYSTEMS DEMONSTRATION Z PART 1 - GENERAL w 1.1 SUMMARY D A. Section Includes: Provide equipment and systems demonstration and instruction in N 0 accordance with Contract Documents. 1. Videotape seminars and system demonstrations. CO U- W B. Related Sections: 5 1. Section 01310: Project management and coordination. N � 2. Section 01770: Contract closeout procedures. = w 3. Division 15: Mechanical. Z 4. Division 16: Electrical. 1.2 DESCRIPTION Z0 W W A. Seminar Agenda and Outline: D0 0 co 0 F- 1. Prepare a seminar agenda and outline in consultation and cooperation with w W Owner. Include following: U- a. Equipment and systems that will be included in seminars. z b. Name of companies and representatives presenting at seminars. W v N c. Outline of each seminar's content. H d. Time and date allocated to each system and item of equipment. z 2. Submit preliminary seminar agenda and outline for review and comment by Owner. a. Revise and resubmit agenda and outline until all seminar requirements have been satisfied and seminar dates and presenters have been finalized. 3. Submit final seminar agenda and outline no later than eight weeks before date of Acceptance of Work. B. Seminar Organization: 1. Contractor's presentation leaders shall chair seminars. a. Coordinate qualification of training personnel, seminar contents, and presentations with Owner. 2. Coordinate individual presentations and ensure manufacturer's representatives scheduled to be at training seminars are present. 3. Arrange for presentation leaders familiar with design operation, maintenance and troubleshooting of equipment and systems. a. Where one person is not familiar with all aspects of equipment or system; arrange for specialists familiar with each aspect. 01820-1 Systems Demonstration DH Architect APPLE MINI STORE South Center Mall, Seattle WA 4. Coordinate proposed seminar dates with Owner and select mutually agreeable dates. 5. Videotaping: Arrange for videotaping of training seminars and system demonstrations, including seminar and demonstration questions and answers. C. Seminar Content: Architect's Consultants will explain design philosophy of primary systems. 2. Include following information in presentations dealing with specific systems. a. An overview of how system is intended to operate. b. Describe design parameters, constrains and operational requirements. c. Describe system operation strategies. d. Provide information to help in identifying and troubleshooting problems. 3. Include following information in presentations dealing with equipment. a. Explanation of how equipment operates. b. Recommended preventative and routine maintenance. D. System Demonstration: Demonstrate operation of equipment and systems when specified in individual technical sections. Include following in demonstration. a. Start-up and shut down. b. Operation. c. Scheduled and preventative maintenance. d. Troubleshooting. 2. Demonstration may be conducted at time of original starting with Owner's prior approval. E. Seminar and Demonstration Questions: 1. Be prepared to answer questions raised by Owner's personnel at demonstrations and seminars. 2. If unable to satisfactorily answer questions immediately, provide written response within three days. F. Use manufacturer's operation and maintenance data as basis of instruction. 1.3 SUBMITTALS A. Videotapes: Submit two copies of each videotape; include label on each tape and on each container identifying Project and Seminar content. END OF SECTION 01820-2 Systems Demonstration u4n .iC. r4. gG: '.,ate it.j, ..t..v xwtat {•n 3:4�ati1+�lS..clrui.G� `:�,�4: 'ti '�. ..�.• , .•..�.,, .:��. \� F.: rJj, �.,'.'. .1a ;,��:' .b' �t..� •Sri.,. v' z �z �w J UO No J CO L w 9_J U. �D = F . w z X z� W 25 U O� o�-_ w F� U- O LLi z U= O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA ' SECTION 03540 CEMENTITIOUS UNDERLAYMENT PART 1 - GENERAL z 1.1 SUMMARY Z W A. Section Includes: Provide poured cementitious type floor underlayment; not intended as a 0 0 finished traffic surface, suitable as underlayment for indicated finished flooring installations. CO W f J= 1.2 SUBMITTALS w O f i A. Product Data: Submit manufacturer's literature. � 1. Test Results: Submit tesi results; not less than one test per 1000 square feet, U and not less than one test per floor. N d i { B. Shop Drawings: Submit shop drawings for items of work not clearly dimensioned or Fw z 1 detailed in manufacturer's product data. O 1.3 QUALITY ASSURANCE Z t_ ? Uj 1 A. Qualification of Installers: Installation shall be by approved applicator using approved � p N i mixing /placement equipment. 0 H Ww ' 1.4 DELIVERY, STORAGE, AND HANDLING O 1 A. Deliver materials in original unopened packages, protected from exposure to v z elements; remove damaged or deteriorated materials from premises. 1.5 PROJECT CONDITIONS z A. Before, during and after installation, building interior shall be enclosed and maintained at temperature above 50 degrees F until structure and subfloor temperatures are stabilized. B. Provide continuous heat and adequate ventilation to rapidly remove moisture until underlayment is dry; provide mechanical ventilation if necessary. PART 2 - PRODUCTS 2.1 MATERIALS A. Underlayment: Pourable cementitious, high- strength, fast - setting, non - shrink, self - leveling underlayment. 1. Manufacturers: a. Ardex, Inc. /K -15. b. W.R. Bonsai Company /Self - Leveling Wear Topping. c. Substitutions: Refer to Section 01630. 2. Compressive Strength: Minimum 4000 psi at 28 days, ASTM C349. 03540-1 Cementitious Underlayment ,. .d; tHa':� DH Architect APPLE MINI STORE South Center Mail, Seattle WA B. Aggregates: Washed mason, mortar or plaster sand, and other clean nondeleterious j aggregates as recommended by underlayment manufacturer as required for indicated thickness of underlayment. C. Water: Clean and free from impurities and substances deleterious to underlayment. PART 3 - EXECUTION 3.1 PREPARATION A. Inspect subfloor for structurally sound condition required for type of underlayment and conditions under which work will be performed. 1. Start of work indicates acceptance of conditions. B. Prepare slabs on grade to produce sound, dry surface as required for proper bonding of underlayment. C. Remove stud wall base plates in doors and other openings. D. Prevent leakage at cracks; fill cracks and voids with quick setting drywall patching material as recommended by underlayment manufacturer. E. Ensure area to be poured is clean and free of mud, oil, grease or other contaminants. i 3.2 INSTALLATION A. Priming: Prime in accordance with underlayment manufacturer's recommendations. B. Mix underlayment in accordance with manufacturer's recommendations for type of placement operation employed; do not exceed amounts of water determined by manufacturer. C. Keep mixing and placement equipment clean and free of hardened lumps of cementitious materials. D. Provide adequate equipment and personnel to ensure uniform, continuous flow of underlayment at point of delivery without segregation and loss of material. E. Schedule application as late as possible during construction to avoid damage by heavy trades. F. Pour should be scheduled after installation of drywall to minimize damage to installed underlayment and to complete fire and sound seals. G. Install underlayment in one layer at minimum thickness recommended by underlayment manufacturer. H. Do not interrupt placement of underlayment until entire section is completed; ensure no slurry is placed against underlayment that has obtained initial set, except at authorized joints. r 03540-2 Cementitious Underlayment Jw a... «,:.w:si�,i :r:.c..::xi.c. +di3 �.um ev✓..:L LiCW. ;.Y.�k+&;iui:' (aW' e,p11w.E!�`'uuiSu 'ti'v:W"wNlsbeiYl.' 't ' 1ffY� `•�+�W:a"+l?a'»G.n �'�bt?i:i Z ~z �w QQ JU UO N Nw J � C0 LL w J LL (1) = w z� ►- O z� 2� U� O N O 1- wW u. O .Z U= O z t a DH Architect APPLE MINI STORE South Center Mall, Seattle WA I. Immediately after placement, screed and level to required thickness and trowel to smooth, even plane. J. Clean spatter from supporting structure and walls before spatter sets. K. Provide adequate ventilation and heat, if necessary, after placement of underlayment to ensure complete drying of underlayment. 3.3 FIELD QUALITY CONTROL A. Site Testing: Test, record results, and identify each set of test specimens relating to area underlayment is placed. 1. Compressive Strength: Test in accordance with ASTM C472 testing procedures, using 2" by 2" cube molds. 3.4 PROTECTION A. During construction, place temporary wood planking over underlayment wherever it will be subjected to heavy wheeled or concentrated loads. B. Replace damaged work. END OF SECTION 03540-3 Cementitious Underlayment z �w u�D J U. 00 W 0. J = H �W W 9 -. LL �D = �. W z E- ZO W U O U) o }- WW LL O. z W U= O z B. Shop Drawings: Submit for fabrication and erection of metal fabrications. Indicate profiles, sizes, connection, reinforcing and anchorage. 1. Provide templates for anchorage installation by others. PART 2 - PRODUCTS 2.1 MATERIALS A. Steel Shapes, Plates and Bars: ASTM A36. B. Structural Steel Sheet: Hot rolled, ASTM A570; or cold rolled, ASTM A611, Class 1; of grade required for design loading. C. Steel Pipe: ASTM A53, Type S seamless, grade as selected by fabricator and as required for design loading; minimum standard weight, STD or Schedule 40. 05500-1 Metal Fabrications DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 05500 METAL FABRICATIONS Z PART 1 - GENERAL ? Z �w 1.1 SUMMARY JU A. Section Includes: Provide stock and custom fabricated metal items complete in N o respect to function as intended. w = 1. Metal fabrications includes items made from iron and steel shapes, plates, bars, N p strips, tubes, pipes and castings which are not a part of metal systems specified elsewhere. �a N D 2. Provide sheet metal indicated and required for Project including sheet metal trough. = cl { �_ 3. Provide pre- engineered (Unistrut) support system with accessories as required for complete installation. Z O w U J B. Related Sections: o 1. Section 05700: Ornamental metals including custom stainless steel fabrications. o I- ww y --., 1.2 REFERENCES H U O A. American Welding Society (AWS): D1.1, Structural Welding Code. i1i z N 1.3 SUBMITTALS p Z A. Product Data: Submit manufacturer's literature for products used in metal fabrications, including paint, grout and manufactured items. B. Shop Drawings: Submit for fabrication and erection of metal fabrications. Indicate profiles, sizes, connection, reinforcing and anchorage. 1. Provide templates for anchorage installation by others. PART 2 - PRODUCTS 2.1 MATERIALS A. Steel Shapes, Plates and Bars: ASTM A36. B. Structural Steel Sheet: Hot rolled, ASTM A570; or cold rolled, ASTM A611, Class 1; of grade required for design loading. C. Steel Pipe: ASTM A53, Type S seamless, grade as selected by fabricator and as required for design loading; minimum standard weight, STD or Schedule 40. 05500-1 Metal Fabrications DH Architect APPLE MINI STORE South Center Mall, Seattle WA D. Steel Tubing: Cold formed ASTM A500; or hot rolled, ASTM A501; minimum Grade B; seamless where exposed. E. Castings: Gray iron, ASTM A48, Class 30; malleable iron, ASTM A47. F. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron ASTM A47, or cast steel ASTM A27. Provide bolts, washers and shims as required, hot -dip galvanized, ASTM A153. G. Grout: Non - shrink meeting ASTM C1107, non - metallic, pre- mixed, factory - packaged, non- staining, non - corrosive; type specifically recommended by manufacturer as applicable to job condition. 1. Manufacturers: a. Master Build ers/M asterflow 713. b. U.S. Grout Corp. /Five Star Grout. c. Bostik Construction Products /Upcon Grout. d. Protex Industries, Inc. /Propak. e. Substitutions: Refer to Section 01630. H. Fasteners and Rough Hardware: Type required for specific usage; provide zinc - coated fasteners for exterior use or where built into exterior walls. I. Welding Materials: AWS D1.1, type required for materials being welded. J. Paint: Provide primers as recommended by paint manufacturers for substrates and paints specified in Section 09900 — Paints and Coatings. 2.2 FABRICATION A. Fabricate items with joints neatly fitted and properly secured. B. Grind exposed welds continuous, smooth and flush with adjacent finished surfaces, and ease exposed edges to approximate 1/32" uniform radius. C. Exposed Mechanical Fastenings: Flush countersunk fasteners unobtrusively located, consistent with design of structure. D. Fit and shop assemble in largest practical sections for delivery. E. Make exposed joints flush butt type, hairline joints where mechanically fastened. F. Supply components required for proper anchorage of metal fabrications; fabricate anchorage and related components of same material and finish as metal fabrication. G. Flashing and Sheet Metal: ASTM A924 and A653 G90 galvanized steel; gages as indicated on Drawings, not less than 24 gage where not otherwise indicated. 1. Fabricate sheet metal in accordance with SMACNA Architectural Sheet Metal Manual. 2. Form sections square, true and accurate to size, free from distortion and other defects detrimental to appearance or performance. Fabricate corners and intersections in shop with solder joints. 05500-2 Metal Fabrications '. w�...,d., :.:..+. e. >4 ` ?- w..:.r::.i:t,» u.+,,.4:�•:,:rt rep. i. ua:,::.. ndi: ys.,' a'; u;- ki.:+'aiuiSS..«+' _ � «47i2i:5'• �r Y'- • :.�,. Z ~w W �0 D UO N J H CO L w J L? =w Z �. �O Z �-- �5 U ON off w X F- LL ui ~O F- z DH Architect APPLE MINI STORE South Center Mall, Seattle WA t H. Pre - Engineered Support Systems: Provide manufactured pre- engineered support system consisting of minimum 12 gage "C" channel supports with anchors, attachments, and accessories as required for complete installation. 1. Manufacturers: z z a. Unistrut Inc. /Unistrut. W b. Grinnell Corp. /PowerStrut. � C. Thomas & Betts, Inc. /Superstrut. 0 0 d. Substitutions: Refer to Section 01630. N w w= 2. Finish: Manufacturer's standard prime paint finish for channel supports; N U. galvanized or similar plated anchors and fasteners; hot dip galvanized where at w o exterior and exterior exposed applications. La I. Finishes: Prime paint metal fabrications. Comply with requirements of Section 09900 co - Paints and Coatings for preparation and priming. = d LU 1. Thoroughly clean surfaces of rust, scale, grease and foreign matter prior to O i applying finish. W �-- t w 2. Do not shop prime surfaces in contact with concrete or requiring field welding; v o ` shop prime in one coat. O N. o E-- PART 3 - EXECUTION w w ~ _ 3.1 EXAMINATION U- O z A. Field Measurements: Take field measurements prior to preparation of shop drawings ui co and fabrication, where possible; do not delay job progress; allow for trimming and O fitting where necessary. Z 3.2 ERECTION A. Obtain Architect's review prior to site cutting or making adjustments which are not part of scheduled work. 1. Perform necessary cutting and altering for installation and coordination with other work. B. Install items square and level, accurately fitted and free from distortion or defects detrimental to appearance or performance. 1. Supply items required to be cast into or embedded in other materials to appropriate trades. 2. Ensure alignment with adjacent construction; coordinate with related work to ensure no interruption in installation. C. Make provision for erection stresses by temporary bracing; keep work in alignment. 05500-3 Metal Fabrications a s DH Architect APPLE MINI STORE South Center Mail, Seattle WA D. Field bolt and weld to match standard of shop bolting and welding; hide bolts and screws whenever possible, where not hidden, use flush countersunk fastenings. 1. Perform field welding in accordance with AWS D1.1. E. After installation, touch -up field welds and scratched and damaged surfaces; use primer consistent with shop coat. F. Replace items damaged in course of installation and construction. END OF SECTION 05500-4 Metal Fabrications z Z �W 2 D J U cU 0 NO W =. CO LL WO LL Q d = W H =. z� z F--. UJ W U O - O E_ W u.l LL Z L11 co H � O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 05700 ORNAMENTAL METALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide special stainless steel items including attachment devices and accessories, as required for complete, finished installation. 1. Provide special stainless steel clad doors with special hardware. B. Related Work: 1. Section 05500: Miscellaneous metal fabrications. 2. Section 08110: Steel doors and frames. 3. Section 08700: Hardware. 1.2 REFERENCES A. National Association of Architectural Metal Manufacturers: Metal Finishes Manual. 1.3 SYSTEM DESCRIPTION A. Design Requirements: Drawings indicate sizes and shapes; unless otherwise specifically indicated, design components and fabrications of gages and thicknesses to withstand anticipated loads. .1.4 SUBMITTALS A. Product Data: Furnish manufacturer's literature including recommendations for cleaning. B. Shop Drawings: Show detailing including anchorage, accessories, and supporting members. C. Samples: Furnish samples of each exposed metal finish. 1.5 QUALITY ASSURANCE A. Manufacturer /Fabricator: Apple Computer Inc. has an Agreement with Kikukawa Industries International Ltd. for fabrication of special stainless steel items and doors. Contractor shall obtain specific prices from Kikukawa for Project configuration. 1. Contractor shall be responsible for coordination of special stainless steel items and doors with Project schedule and related work. 05700-1 Ornamental Metals Z Z W _U 00 U) (3 J = H S2 LL w �—J IL ND = �w Z f- HO Z I-- w w U O- o F- wW w z w O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA PART 2 - PRODUCTS • 1 2.1 MANUFACTURER A. Kikukawa Industries International Ltd. Z � z B. Substitutions: Not permitted. ; w 2.2 MATERIALS 0 3 A. Stainless Steel: Type 304 stainless steel. Co 0 1. Finish: Bead blast finish matching Architect's sample. w O 2. Comply with following standards for stainless steel. a. Sheet and Plate: ASTM A666. U_ a � D CY b. Bar Stock: ASTM A666 or A276. w c. Shapes: ASTM A276. ? d. Seamless Tubing: ASTM A269. e. Castings: ASTM A296, iron - chromium - nickel alloy. w w � o B. Brackets and Anchors: Unexposed plates, angles and supports may be steel; o co exposed items to match ornamental metal type and finish. o E_ C. Fasteners: Type required for specific usage; provide concealed fasteners except wW where specifically approved; where exposed match type and finish of metal being LL z fastened. w U= 1. Concealed Steel Fasteners: Hot - dipped galvanized minimum G90 where built p ~ into exterior walls or subject to high humidity. Z 2.3 FABRICATION A. Fabricate component connections to support specified design loads. 1. Stainless Steel Clad Doors: Comply with general requirements specified in Section 08110 — Steel Doors and Frames and as required to comply with Agreement between Apple Computer Inc. and Kikukawa. 2. Stainless Steel Clad Door Hardware: Comply with general requirements specified in Section 08700 — Hardware and as required to comply with Agreement between Apple Computer Inc. and Kikukwaw. a. Pivots: Dorma /BTS80 floor pivot closer set; no substitutions permitted. B. Select materials for straightness, free of defects and irregularities. 1. Exposed -to -view surfaces exhibiting pitting, seam marks, roller marks, "oil canning," stains, discolorations, and imperfections on finished units are not acceptable. 05700-2 Ornamental Metals DH Architect APPLE MINI STORE South Center Mall, Seattle WA C. Make exposed joints flush butt type, hairline joints where mechanically fastened; f provide concealed connection devices with hidden fasteners. 1. Fabricate continuous items with joints neatly fitted and secured. Z 2. Ease exposed edges to approximate 1/32" uniform radius. z D. Comply with AWS for recommended practices in welding each type of material; �w Z) provide welds behind finished surfaces without distortion or discoloration on exposed v p side; dress exposed and contact surfaces. N w J E. Exposed Mechanical Fastenings: Flush countersunk fasteners unobtrusively located, � { consistent with design of structure. w 0 F. Fit and shop assemble in largest practical sections for site delivery. Ei u. Q D G. Separate dissimilar materials with bituminous paint where concealed, with preformed = d separators, or similar method to prevent corrosion. _ PART 3 - EXECUTION z O w 3.1 EXAMINATION v o co o A. Field Measurements: Take field measurements prior to preparation of shop drawings H } and fabrication, where possible; do not delay job progress; allow for trimming and H v I - fitting where necessary. O. j I 3.2 INSTALLATION N A. Install ornamental metal items in accordance with manufacturer's recommendations, O ~ j installation instructions, and approved shop drawings. Z 1. Comply with Section 08110 for installation of stainless steel clad doors. 2. Comply with Section 08700 for installation of hardware. B. Install plumb, true and in correct relation to adjacent work, free from distortion or defects detrimental to appearance and performance. C. Prior to securing continuous items, adjust to ensure proper matching at butt joints and correct alignment throughout their length. D. Repair or replace items damaged or marred during construction. END OF SECTION 05700-3 Ornamental Metals DH Architect SECTION 06400 APPLE MINI STORE South Center Mall, Seattle WA ARCHITECTURAL WOODWORK PART 1 - GENERAL z z 1.1 SUMMARY W 2 A. Section Includes: Provide mill fabricated architectural woodwork including casework, v p countertops, and plastic laminate shelving, with accessories as required for complete CO W finished installation including cabinetwork hardware. W H 1.2 SUBMITTALS w O A. Product Data: Submit manufacturer's literature for manufactured items. J B. Shop Drawings: Indicate materials and wood species, component profiles, fastening, L Q a joining details, finishes, and accessories. _ z� C. Samples: Furnish samples of each exposed finish including cabinet hardware. �- O D. Certificates: Woodwork certification will not be required. z F UJ w U 0 1.3 QUALITY ASSURANCE 0— o F- A. Manufacturer /Fabricator: Apple Computer Inc. has an Agreement with Fetzers' Inc. of = w Salt Lake City. for fabrication of architectural woodwork. Contractor shall obtain E- specific prices from Fetzers' Inc. for Project configuration. z v co 1. Contractor shall be responsible for coordination of architectural woodwork with Project schedule and related work. p P z B. Standards: Perform architectural woodwork in accordance with recommendations Woodwork Institute (formerly Woodwork Institute of California) "Manual of Millwork" (WI MoM) or Architectural Woodwork Institute (AWI) "Quality Standards." 1.4 DELIVERY, STORAGE, AND HANDLING A. Do not deliver architectural woodwork until site conditions are adequate to receive work; protect items from weather while in transit. 1. Allow architectural woodwork shop finish to complete dry prior to delivery to site; allow materials to off -gas volatile organic compound (VOC) emissions off site. B. Store materials indoors, in ventilated areas with constant but minimum temperature of 60 degrees F and maximum relative humidity of 25% to 55 %. C. Do not begin installation of finish carpentry until space is fully enclosed and mechanical systems are fully operational. 1. Maintain interior installation areas at 70 degrees F and 50% to 55% relative humidity. D. Immediately remove from site materials with visible mold and materials with mildew. 06400-1 Architectural Woodwork DH Architect APPLE MINI STORE South Center Mall, Seattle WA PART 2 - PRODUCTS 2.1 MANUFACTURER A. Fetzers' Inc., Salt Lake City. B. Substitutions: Not permitted. 2.2 MATERIALS A. Transparent Finished Casework: j 1. Quality: Premium Grade. 2. Veneer: Plain sliced Hard White Maple as indicated under Finishing and maintained by Fetzers' as "Apple Stock'; as approved by Architect; a uniform i appearance shall be required. a. Veneer Thickness: Minimum 0.036" thick. b. Inside Surfaces: White Birch stained to match exterior veneers; melamine interior is not acceptable. i 3. Wood Core: Medite Corp. /Medite li medium density fiberboard (MDF). 4. Exposed Edges: Plain sawn solid hardwood matching veneer. i B. Plastic Laminate Finished Casework, Countertops, and Shelving: 1. Quality: Custom Grade. 2. Plastic Laminates: a. Types: NEMA LD -3.1 high pressure laminates. 1) Horizontal Surfaces: General Purpose Type, nominal 0.050 ". 2) Vertical Surfaces: Vertical Surface Type, nominal 0.032 ". 3) Unexposed Surfaces: Balanced with 0.030" melamine backing sheet. b. Manufacturers: 1 ) 2) 3) 4) 5) 6) 7) Formica Corp. Micarta Div., Westinghouse Electric Co. Nevamar Corp. Pioneer Plastics Corp. /Pionite. Wilsonart, Ralph Wilson Plastics. Abet Laminati, Co. Substitutions: Refer to Section 01630. c. Colors: As selected by Architect from manufacturer's full range of available colors and patterns, excluding metallics. 3. Wood Core: Medite Corp. /Medite II medium density fiberboard (MDF). 06400-2 Architectural Woodwork Z Z �7- D UO U) o C0 W W = H U. W O, LLQ co D V E- W Z F- F- O Z W U O� off W LL O id Z U= O~ Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA C. Casework Hardware: Provide casework hardware complying with Apple Computer Inc. Agreement with Fetzers' Inc. D. Anchors, Nails and Screws: Select material, type, size and finish required by each substrate for secure anchorage; provide toothed steel or lead expansion bolt screws for drilled -in -place anchors. E. Wood Filler: Color to match wood being filled. 2.3 FABRICATION A. General: Fabricate architectural woodwork in accordance with specified quality standards. B. Plastic Laminate: 1. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. 2. Make corners and joints hairline; slightly bevel arises. 3. Locate butt joints at least 2' -0" from cutouts. 4. Cap exposed edges with plastic laminate of same finish and pattern. i 5. Apply laminate backing sheet to reverse side of laminate surfaces. 6. Provide cutouts for inserts, fixtures and fittings; verify locations from on -site i dimensions. i 7. Prime paint contact surfaces of cutouts. 8. Plastic Laminate Countertops: Square butt joints and self edging; applied plastic or metal edging not permitted. 9. Plastic Laminate Shelving: Unless otherwise indicated provide full uninterrupted sheets on both top and bottom of shelving and on both long edges to allow for reversing shelving; applied plastic or metal edging not permitted. C. Use exposed fastening devices or nails only when approved and unavoidable; arrange neatly. D. Assemble woodwork in shop in sizes easily handled and to ensure passage through building openings. 2.4 FINISHES A. Transparent Finished Woodwork: Finish architectural woodwork in shop unless otherwise indicated. 1. Wood Veneers: "Apple Stock" plain sawn Hard White Maple to match Architect samples. W 06400-3 Architectural Woodwork .. yF. .r. ert; ��r�,, ;..i.....a'.�1!.:.^.,�1;.c..wia .+n er�L?�+ ""v,�vl� � • d��+n0"vrl 'i3 A�k;t 6��it' J�++ cuf. x?. kn� 'c:£xtr�t.tldwrs'fr37�:36.'9eif .." ii9iie��' sy 4isCu:' s'. 3i2�tiutc <�.�.1ikF:n::��+. Z i� ;_ z �w Q D J U. UO (n o J H N L. WO LLQ Cn = a �w z f- O z� M5 U ON off wW L O w z U= O Z DH Architect 2. Veneering: APPLE MINI STORE South Center Mall, Seattle WA a. Matching Between Veneer Pieces: Book matched. b. Matching of Panel Faces: Balanced matched. z z �w c. Matching of Panels and Components: Sequenced matched. D 3. Sand work smooth; seal, stain and varnish concealed and semi - concealed CO o surfaces of transparent finished woodwork; brush apply. w W J H 4. Transparent Finish: Premium Grade clear finish producing a dull rubbed effect, N o W as approved by Architect. 0 PART 3 - EXECUTION L � 3.1 EXAMINATION _ z A. Field Measurements: Take field measurements prior to preparation of shop drawings and z O fabrication where possible; do not delay job progress, allow for trimming and fitting. UJ 3.2 INSTALLATION co o F_ A. Install work consistent with specified quality grade, plumb, level, true and straight with W W no distortions. U _ O 1. Shim as required, using concealed shims. z UN B. Ensure mechanical and electrical items affecting architectural woodwork are properly 0 H placed, complete, and have been inspected by Architect prior to commencement of z installation. C. Secure work to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. D. Scribe and cut for accurate fit to other finished work. E. Install architectural woodwork under supervision of factory - trained mechanics. F. Attach architectural woodwork securely in place with uniform joints providing for thermal and building movements. G. Acceptable Tolerances: 1. Variation from True Position: Maximum 1/16" at any position and maximum 1/8" in any 10' -0" length. 2. Adjoining Surfaces of Same Material: No variation permitted. 3. Offset with Abutting Materials: Maximum 1/32 ". END OF SECTION Architectural Woodwork DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 07590 ROOF REPAIRS Z PART 1 - GENERAL .� w 1.1 SUMMARY W QQ 2 A. Section Includes: Patch and repair existing roofing system, including insulation, as JU v o required for new construction, with base and cant flashings and accessories'as U) w required for complete weathertight roof. B. Related Work: Nw 0 W 1. Section 05500: Metal flashings. U. N 1.2 REFERENCES a =w A. National Roofing Contractors Association: The NRCA Roofing and Waterproofing ? �- Manual, Fourth or Fifth Edition. Z O 1.3 SYSTEM DESCRIPTION UJ w v o A. Existing Roof Analysis: Provide services of roofing consultant to analyze existing roofing co 0 E- system and to provide recommendations for appropriate materials for patching and repair. = w U L 1. Report: Roofing consultant to prepare report indicating observations and recommendations; report to note where testing may be necessary for verification z of existing materials. v co 2. Building Owner: Contact Building Owner to establish extent of existing roofing 0 Z warranties and for requirements for maintaining existing warranties where appropriate. 1.4 SUBMITTALS A. Product Data: Provide literature for roofing system and each type of material; list each material proposed on Project. 1. Provide report analyzing existing roofing system. B. Manufacturer Certificates: Certification materials and components furnished conform to Specification requirements and are compatible with each other, existing roof, roof substrate, and related work. 1.5 QUALITY ASSURANCE) A. Installer Qualifications: Roofing manufacturer certified or approved. B. Pre - installation Meeting: Convene not less than one week prior to commencing work i�tyH��:l of this section. Require attendance of parties directly affecting work of this section. { 7 ; f �w 1. Review installation procedures and coordination required with related work. 07590-1 Roof Repairs DH Architect APPLE MINI STORE South Center Mall, Seattle WA 1.6 PROJECT CONDITIONS } i A. Do not apply roofing membrane during inclement weather or when air temperature may fall below 40 degrees F, taking into consideration added wind chill factor. 1. Do not allow materials to be exposed to moisture during transportation, storage, handling or installation. 2. Mark damp or wet materials, including felts which froth or foam during installation, and remove from site within 24 hours. B. Do not apply roofing membrane to damp, frozen, and unsuitable deck surface. Allow sufficient time for moisture from previous precipitation, fog or dew to evaporate before proceeding with roofing work. C. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed during same day. 1.7 WARRANTY A. Special Warranty: Provide for correcting failure of patched and repaired roofing system to resist penetration of water and damage from wind. 1. Special Warranty Period: Two years. PART 2 - PRODUCTS 2.1 MATERIALS A. Roofing: Provide new materials matching existing material types and conforming to requirements of NRCA Roofing Manual applicable to existing system. Manufacturers: Provide materials for repairs manufactured by manufacturer of existing roofing materials to extent possible; materials from other manufacturer's acceptable only where existing material manufacturer is not longer in business. B. Insulation: Match existing insulation systems to extent available; do not apply built -up roofing over plastic type insulation, where plastics used originally, cover with perlite fiber or glass fiber insulation. C. Mechanical Fasteners: As recommended by insulation manufacturer and meeting recommendations of NRCA and specified Quality Assurance requirements for fire rating and wind blowoff resistance. PART 3 - EXECUTION 3.1 PREPARATION A. Remove existing roofing as required for Project; remove only as much roofing as can be replaced in same day unless otherwise approved in advance by Architect. 1. Take care not to remove materials beyond those required for new construction. 2. Inform Architect and Owner where existing materials beyond those required to be removed are damaged or may be unsuitable due to moisture or deterioration. 07590-2 Roof Repairs Z ~w � D UO ND co W J = U. WO LL Q co :) = �W Z F- O w �5 U� O� o�- WW �- O •• Z W co O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA B. Inspect substrates and roof deck to ensure substrates and deck are clean and ' smooth, free of depressions, waves or projections, and are properly sloped to drains, valley, or eaves. C. Ensure roof openings and curbs, and pipes, sleeves, ducts or vents through roof are z solidly set, cant strips and reglets in place and nailing strips located. '~ w I D. Inspect roofing materials to ensure they are dry at time of installation. 5 E. Apply roofing over clean, dry and warm surfaces during fair weather. UO N o 3.2 PREPARATION ~ A. Protect surrounding surfaces against damage from roofing work. Nw w O B. Where hoisting is necessary, hang tarpaulins to protect walls. U _ a co w 3.3 INSTALLATION z� A. Insulation Application: Attach insulation in accordance with insulation manufacturer's O instructions and NRCA recommendations for installation of insulation on deck w ~ U J involved. 1 v o 1. Lay insulation boards to moderate contact without forcing joints. o - - 2. Cut insulation to fit neatly to perimeter blocking and around projections through roof. w -- v -' 3. Install tapered crickets, cants and edge strips in accordance with manufacturer's z instructions and NRCA recommendations. w Cn v O ~ 4. Leave no insulation exposed at end of day's work; apply glaze coat of hot Z bitumen and two plies of felt over insulation and install cut -off weathertight. B. Roof Membrane Application: Apply roofing membrane in accordance with manufacturer's instructions and NRCA recommendations for roof type. 1. Apply felts smooth, free from air pockets, wrinkles, fishmouths, prominent lap joints or tears. 2. Carry felts up cant strips to vertical surfaces and secure to nailing strips and reglets. 3. Comply with manufacturer's recommendations for installation of composition type base, wall and field flashings. a. Do not blanket composition flashing plys, install each ply separately with end laps staggered between plys. b. Mechanically fasten and three - course seal top edge. c. Cover composition flashings not otherwise covered or coated with coat of asphalt -base emulsion. 07590-3 Roof Repairs DH Architect APPLE MINI STORE South Center Mall, Seattle WA 4. Install 2 -ply membrane and glaze coat for cut -off at "end of day" operation; glaze exposed felts. 5. Coordinate metal flashings and counterflashing. 6. Coordinate installation of roof drains and related flashings. Z = z 7. Mop in and seal flashings and flanges of items projecting through membrane. �w QQ 5 3.4 FIELD QUALITY CONTROL JU U o A. Heat bitumen (where applicable) in accordance with manufacturer's co W recommendations, but do not heat asphalt to a temperature greater than 100 N "- wo degrees F above its equiviscous temperature (EVT). � 1. Maintain bitumen within manufacturer and NRCA recommended EVT range at U- point of application. N C% =w 2. Maintain roofing equipment in proper working order. Z B. Testing and Inspection: Testing may be performed by firm appointed and paid for by � — O Uj LU Owner, except where otherwise indicated. Testing of roofing system may be o performed to ensure conformance with requirements. U co O -- 1. Provide free access to work and cooperate with appointed firm. o� = ~ v 2. If defects are revealed, Architect may request roofing system be subjected to F- u' O additional inspection and testing to ascertain full degree of defect. w Z U N 3. Pay costs of additional inspection and testing where defects are indicated. o H Z 4. Correct defects and irregularities. 3.5 CLEANING A. Remove bituminous markings from finished surfaces, including bitumen run - throughs into building. B. In areas where finished surfaces are soiled by bitumen or other source of soiling caused by roofing work, consult manufacturer of finished surfaces for recommended cleaning methods. C. Leave completed roof free from debris and uniform in appearance. 3.6 PROTECTION A. Where work must continue over finished roofing membrane, protect surface with plywood sheets. END OF SECTION 07590-4 Roof Repairs -4 -• �. .....-. 4 .r:;. ..:a..:+�:e.......:ahsa..v duarL:�•.:,tia...+,.+a;.i' :S.cscrvrtL'.il.;i�i:v J. Y ` i4.4da'L+awrL.�aiW:aL. '�1:iAi "�"" ' W' r° uGi' .iXir4'iikl.tff��.4i�}:7`�'sG3- a...i..x. :s �:• c •;,iZ1 v"�{S:v,`� ° T .432IS''Poil✓�+u`(��i'� * "1;�MN DH Architect APPLE MINI STORE South Center Mail, Seattle WA Bond strength of fireproofing, ASTM E736, tested to provide minimum average bond strength of 200 psf and individual bond strength of 150 psf. 2. Fire test reports of fireproofing application to substrate similar to conditions expected on Project. 3. Reports of independent testing agencies indicating conformance to ASTM E119 and ASTM E84. 4. Compressive Strength: Maximum deformation of 10% when subjected to compressive forces of 1000 psf, ASTM E761. 07819-1 Patching Existing Fireproofing SECTION 07819 PATCHING EXISTING FIREPROOFING ! PART 1 - GENERAL z = '~ w 1.1 SUMMARY A. Section Includes: Patch existing sprayed -on type fireproofing and match existing fire- N o ratings. i 1.2 REFERENCES N �'- W 0 I A. Underwriters Laboratories (UL): Fire Resistant Directory. B. American Society for Testing and Materials (ASTM): As indicated. co a 1.3 SYSTEM DESCRIPTION �W z F i A. Design Requirements: Provide materials capable of attaining fire ratings as required w w for existing building. I i B. Performance Requirements: Provide materials listed by UL or independent testing V � o and inspection agency acceptable to applicable authorities. W W 1. Fire Resistance Ratings: Comply with required ratings based on tests in �- p accordance with ASTM El 19. z ui co 2. Surface Burning Characteristics: Maximum 25 flame spread and 25 smoke � density when tested in accordance with ASTM E84. z 1.4 SUBMITTALS A. Product Data: Submit manufacturer's literature. B. Test Reports: Furnish following reports certified by independent testing agency acceptable to applicable authorities. Bond strength of fireproofing, ASTM E736, tested to provide minimum average bond strength of 200 psf and individual bond strength of 150 psf. 2. Fire test reports of fireproofing application to substrate similar to conditions expected on Project. 3. Reports of independent testing agencies indicating conformance to ASTM E119 and ASTM E84. 4. Compressive Strength: Maximum deformation of 10% when subjected to compressive forces of 1000 psf, ASTM E761. 07819-1 Patching Existing Fireproofing DH Architect APPLE MINI STORE South Center Mall, Seattle WA 5. Air Erosion: Maximum allowable weight loss of fireproofing material shall be t 0.005 gm /ft when tested in accordance with ASTM E859. 6. Enforcement Agency Approvals: Provide information required by enforcing agencies to establish acceptance of materials in general and for specific applications. C. Certificate: Submit manufacturer certification indicating applicator acceptability and material compliance with applicable codes and Contract Documents. 1. Certification shall indicate new materials used to patch existing fireproofed members at new and existing work are compatible with existing fireproofing materials and meet all performance requirements. 1.5 QUALITY ASSURANCE A. Qualification of Applicator: Firm acceptable to manufacturer of fireproofing materials, with minimum five years successful experience on projects of similar scope. 1.6 PROJECT CONDITIONS A. Ensure structure to which fireproofing is applied is not enclosed and surfaces are open to view until application is reviewed. B. Do not apply fireproofing when temperature of substrate material and surrounding air is below 40 degrees F. C. Provide ventilation in areas to receive fireproofing during and 24 hours after application, to properly dry material and maintain nontoxic, unpolluted working area. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. W.R. Grace /Monokote MK -6 or Retro- Guard. B. Albi Manufacturing Division, Stanchem, Inc. /Duraspray. C. Mandoval Vermiculite Products Inc. / Mandoval Mandolite P -20. D. Substitutions: Refer to Section 01630. 2.2 MATERIALS A. Sprayed -On Fireproofing: Mill mixed cementitious formulation for sprayed -on application; other types of material subject to prior Architect and Owner approval. 1. Materials: Compatible with existing materials and systems; blended for even texture; with no asbestos. B. Water: Clean, free of materials harmful to fireproofing. 07819-2 Patching Existing Fireproofing z Z �w QQ JU UO ND �L w J �a = �w z �_O w �5 U� O co o N_ wW HF U O w z U= O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA PART 3 - EXECUTION 3.1 PREPARATION A. Comply with manufacturer's recommendations and installation instructions for z _ �.- preparation of surfaces to receive sprayed -on fireproofing. W B. Protect adjacent surfaces and equipment from damage by overspray, fallout, and o dusting; mask adjacent work as required. CO 0 C. Provide temporary enclosure to prevent spray from contaminating air. � H D. Close off and seal duct work in areas where fireproofing is being applied. Ww w o E. Clean substrate of dirt, dust, grease, oil, loose material, paints, primers, and other U a matter which affects bond of sprayed fireproofing. co d =w F. Remove incompatible materials which affect bond by scraping, brushing, scrubbing Z or sand blasting. p z F_ w G. Verify bond requirements and compatibility of surfaces to receive fireproofing before � application of sprayed -on fireproofing. v H. Ensure ducts, piping, equipment and items that would interfere with application of W ~ fireproofing are not positioned until fireproofing work is completed. v I. Ensure clips, hangers, support sleeves and other attachments required to penetrate w z fireproofing are in place prior to application of fireproofing. v i 3.2 APPLICATION z A. Mix and apply fireproofing in strict accordance with manufacturer's recommendations and installation instructions. B. Apply fireproofing in sufficient thickness and density to achieve required fire ratings. C. Apply fireproofing over substrate, building to required thickness with as many passes or stages necessary to cover with monolithic blanket of uniform density and texture. 3.3 FIELD QUALITY CONTROL A. Site Tests and Inspections: 1. Testing and inspection will be required to ensure applied thickness and density meets fire rating requirements and reviewed test reports. 2. Correct unacceptable work and pay for further testing required to prove acceptability of installation. 3. Patch test areas as required to re- establish fireproofing integrity. 07819-3 Patching Existing Fireproofing + 1.:... i, . { f !w ;�t ..b �G w i.,z .,.n.1L�t�1�.' vu " ^ giKk 3yyL4ltti+.�.[uHtyi � �M1`�T 7 S'i: •.�� .." . FavYMl11{wFlt�r f DH Architect APPLE MINI STORE South Center Mall, Seattle WA 3.4 CLEANING A. Remove excess and overspray, droppings and debris. B. Remove fireproofing from materials and surfaces not required to be fireproofed. 3.5 PROTECTION A. Protect applied fireproofing from damage by subsequent operations; repair damaged fireproofing before fireproofing is enclosed. END OF SECTION 07819-4 Patching Existing Fireproofing z Z �w Q � ¢U .0 No U) W �L w U. CO D. i d �w z= �O Z h- w �. U� O C o }- WW �U LL O ttl z Cl) O z DH Architect f SECTION 07900 APPLE MINI STORE South Center Mall, Seattle WA JOINT SEALERS Z : PART 1 - GENERAL '~ w 1.1 SUMMARY D A. Section Includes: Provide joint sealers, for interior and exterior joints not specified JU N 0 elsewhere, with backing rods and accessories as required for complete installation. J H 1. Joint sealers include sealants and calking as indicated. N U. w 0 B. Related Sections: J. 1. Section 09260: Sealants used for acoustical treatment at gypsum board. a 1.2 SYSTEM DESCRIPTION _ A. Performance Requirements: z 0 1. Select materials for compatibility with joint surfaces and indicated exposures. LU w v o 2. Where not indicated, select modulus of elasticity and hardness or grade 0 co recommended by manufacturer for each application indicated. w w 1.3 SUBMITTALS 0 A. Product Data: Furnish manufacturer's descriptive literature. v N B. Samples: Furnish samples of each type of exposed joint sealer in required colors. z ~ C. Certifications: 1. Furnish manufacturer's certification joint sealers comply with Contract Documents and are suitable for Project applications. 2. Furnish certification indicating installers are trained in proper use of specified products, qualified, and familiar with proper installation techniques. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Firm with minimum five years successful experience on projects of similar type and size, using specified products. 1. Installers shall be familiar with proper application procedures to ensure maximum joint sealer expansion and contraction capabilities. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration period for use, cure time, and mixing instructions. 07900-1 Joint Sealers DH Architect f� 1.6 SITE CONDITIONS APPLE MINI STORE South Center Mall, Seattle WA A. Do not proceed with installation of joint sealers under unfavorable weather conditions. B. Install elastomeric sealants when temperature is in lower third of temperature range Z recommended by manufacturer. z 1.7 WARRANTY �w QQ JU A. Special Warranty: Repair or replace joint sealers which fail to perform as intended, 0 o because of leaking, crumbling, hardening, shrinkage, bleeding, sagging, staining and w = loss of adhesion. -' N a_ w 0 1. Special Warranty Period: Two years. U PART 2 - PRODUCTS Co d 2.1 MATERIALS H = ? A. Elastomeric Sealants: z O 1. Single Component Low Modulus Silicone Sealant: ASTM C920 Type S, UJ w 0 Class 25, Grade NS; minimum 50% expansion and compaction capability. 0 cn o� a. Provide at exterior locations not exposed to traffic. = v b. Manufacturers: wZ 1) General Electric Co. /Silpruf, Silglaz or GESIL. v CO 2) Dow Corning Corp. /790 or 795. 0 3) Pecora Corp. /864 Architectural Silicone. Z 4) Tremco /Spectrum 3. 5) Substitutions: Refer to Section 01630. 2. Mildew- Resistant Silicone Rubber Sealant: ASTM C920, Type S, Grade NS, Class 25, compounded with fungicide, specifically for mildew resistance and recommended for interior joints in wet areas. a. Provide at interior joints in wet areas. b. Manufacturers: 1) General Electric Co. /SCS 1702 Sanitary Sealant. 2) Dow Corning Corp. /786 Bathtub Caulk. 3) Pecora Corp. /863 #345 White. 4) Tremco/Tremsil200. 5) Substitutions: Refer to Section 01630. 07900-2 Joint Sealers Asah.:; �3r�:.. x. us.. tih«:,;,.. r„ t�::;.. tss:.i�.a,.+�:J,(Y:.,,a+�6:�,n. •sa:«:,t.w ti;::a� ,...a..., , s:: .. . :apt U.:Swweu' ;r,.r,x:ii�ikaJ. "i.:�'r'asar rtu:;wnrsk. t'J+idil.ri:fu:'L.,... DH Architect APPLE MINI STORE South Center Mall, Seattle WA B. Non- Elastomeric Sealants: 1. Acrylic - Emulsion Sealant: ASTM C834 acrylic or latex- rubber - modified acrylic sealant, permanently flexible, non - staining and non - bleeding; recommended for general interior exposure; compatible with paints specified in Section 09900. a. Provide at general interior applications. b. Manufacturers: i 1) Pecora Corp. /AC -20. 2) Sonneborn Division of ChemRex/Sonolac. 3) Tremco /Ultrem 1500 4) Substitutions: Refer to Section 01630. j C. Miscellaneous Materials: , 1. Primers /Sealers: Non - staining types recommended by joint sealer manufacturer j for joint surfaces to be primed or sealed. t 2. Joint Cleaners: Non - corrosive types recommended by joint sealer manufacturer; compatible with joint forming materials. 3. Bond Breaker Tape: Polyethylene tape as recommended by joint sealer manufacturer where bond to substrate or joint filler must be avoided for proper performance of joint sealer. 4. Sealant Backer Rod: Compressible polyethylene foam rod or other flexible, permanent, durable non - absorptive material as recommended by joint sealer manufacturer for compatibility with joint sealer. a. Oversize backer rod minimum 30% to 50% of joint opening. D. Colors: Provide colors indicated or as selected by Architect from manufacturer's full range of colors. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare joint surfaces in accordance with ASTM C1193 and as recommended by joint sealer manufacturer. B. Clean joint surfaces immediately before installation of joint sealer; remove dirt, insecure materials, moisture and other substances which could interfere with bond of joint sealer. C. Prime or seal joint surfaces where recommended by joint sealer manufacturer; do not allow primer /sealer to spill or migrate onto adjoining surfaces. D. Ensure protective coatings on surfaces in contact with joint sealers have been completely stripped. 07900-3 Joint Sealers = Z w D U N 0w JH �2U_ w J LL � =w Z �— ZO U � co 0 h- w W u' O ui Z co Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 3.2 INSTALLATION A. Comply with manufacturer's printed instructions and ASTM C1193, except where more stringent requirements are shown or specified. B. Set sealant backer rods at proper depth or position in joint to coordinate with other Z ? z work, including installation of bond breakers and sealant; do not leave voids or gaps 2 between ends of backer rods. v 1. Do not stretch, twist, puncture or tear backer rods. J N o Install bond breaker tape where required by manufacturer's recommendations to w� C. N ensure joint sealers will perform properly. w O D. Size materials to achieve required width /depth ratios. E. Employ installation techniques that will ensure joint sealers are deposited in uniform, U- co a continuous ribbons without gaps or air pockets, with complete "wetting" of bond _ surfaces equally on opposite sides. Z i-- F. Joint Configuration: Fill sealant joint to a slightly concave surface, slightly below F- O W UJ adjoining surfaces, unless otherwise indicated. v o G. Where horizontal joints are between a horizontal surface and vertical surface, fill joint �_ o H to form a slight cove, so that joint will not trap moisture or dirt. = v H H. Install joint sealers to depths recommended by joint sealer manufacturer but within u' z the following general limitations, measured at center (thin) section of bead. w Z U� 1. Horizontal Joints: 75% width with minimum depth of 3/8 ". p 2. Elastomeric Joints: 50% width with minimum depth of 1/4 ". Z 3. Non - Elastomeric Joints: 75% to 125% of joint width. I. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces. 1. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage. J. Cure joint sealers in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability. K. Maintain finished joints free of embedded matter, ridges and sags. END OF SECTION 07900-4 Joint Sealers DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 08110 STEEL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide full flush steel doors and pressed steel frames, including anchors and silencers. B. Related Sections: 1. Section 05700: Ornamental metals including stainless steel clad doors. 7 2. Section 08700: Hardware for doors. f 3. Section 08800: Glass and glazing. 1.2 REFERENCES A. Steel Door Institute (SDI): SDI -100 - Recommended Specifications - Standard Steel Doors and Frames. B. National Association of Architectural Metal Manuf. (NAAMM): Hollow Metal Manual. 1.3 SUBMITTALS A. Product Data: Submit manufacturers' literature. B. Shop Drawings: Indicate general construction, configuration, jointing methods, reinforcements, anchorage methods, hardware locations, and locations of cut -outs. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. The Ceco Corporation. B. Curries. C. Amweld Building Products Inc. D. Pioneer Industries Division, Core Industries, Inc. E. Substitutions: Refer to Section 01630. 2.2 MATERIALS A. Doors: Hollow metal flush steel door, 1 -3/4" thick. 1. Typical: Full flush with steel channel or welded edge; close top with flush end closer treatment, bottom optional flush or recessed channel; steel stiffened core, insulated at exterior doors. 2. Gage: Not less than 18 gage. 08110-1 Steel Doors and Frames Z z �w QQ JU UO CO U) LL w o. �_J U_ Q = �w Z= Z O w w U ON off w LO .. Z w U= O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA B. Frames: Welded (pre - assembled) type unless otherwise indicated. 1. Gage: Minimum 16 gage. 2. Door Silencers: Manufacturer's standard resilient type; removable for replacement. 2.3 FABRICATION A. Conform to requirements of SDI or NAAMM. B. Reinforce and prepare doors and frames to receive hardware. 1. Refer to Section 08700 for hardware requirements. C. Frames: Accurately form and cut mitered corners of welded type frames; weld on inside surfaces; grind welded joints to smooth uniform finish. D. Door Silencers: Place minimum three single bumpers on single door frames; space equally along strike jambs. E. Provide jamb anchors per SDI -100 and NAAMM; weld floor jamb anchors in place. F. Edge Clearances: 1. Between Doors and Frames: Maximum 1/8" at head and jambs. 2. Door Sills (No Threshold): Maximum 3/8 ". 3. Door Sills (Threshold): Maximum 3/4" above finished floor. G. Finish: Prime paint steel doors and frames. Comply with requirements of Section 09900 for primer including application and compatibility with specified finishes. PART 3 - EXECUTION 3.1 INSTALLATION A. Install doors and frames in accordance with SDI -100 and SDI -105 or NAAMM "Hollow Metal Manual' and with manufacturer's recommendations and installation instructions. B. Install doors and frames plumb and square, and with maximum diagonal distortion of 1/16". 1. Coordinate hardware installation with requirements of Section 08700. C. Remove and replace doors and frames damaged during delivery, storage, installation and construction. 1. Paste filler repair shall not be permitted. D. After installation, touch -up scratched paint surfaces. END OF SECTION 08110-2 Steel Doors and Frames z �z �w QQ JU UO UU co W J = F— N LL w U_Q co D T �w z r— HO z !-- LU5 U� O CO off wW �O W z CO O~ z DH Architect SECTION 08335 APPLE MINI STORE South Center Mall, Seattle WA OVERHEAD COILING GRILLES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide electrically operated stainless steel overhead coiling (roll - up) grilles, with hardware and accessories as required for complete installation. 1. Provide electrical wiring from make -up box to electrical operators and control stations. B. Related Sections: 1. Division 16: Electrical service to make -up box located on electric grille operators; empty conduit from control stations to grille operators. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's literature. B. Shop Drawings: Indicate pertinent dimensioning, general construction, component connections and details, anchorage methods, and hardware locations. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. The Cookson Co. B. Overhead Door Corp. C. Wayne Dalton Corp, North American Door Corp. D. Cornell Iron Works. E. Substitutions: Refer to Section 01630. 2.2 MATERIALS A. Grille: Grille consisting of network of minimum 5/16" diameter horizontal rods spaced approximately 2" on center, interconnected by vertical links approximately 5/8" wide. 1. Material: ASTM A666 Type 302 or 304 corrosion resistant nonmagnetic stainless steel with No. 4 satin anodized finish. 2. Linkage: Straight linkage, vertical links maximum 9" on center. 08335-1 Overhead Coiling Grilles Z Z �U U ND J = H Nw w LL ¢ U� 1 �w Z ZO 25 U CO o �- w W F_- LL O .Z CL U= 0 �- Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA B. End Locks: Provide grilles with end locks to act as wearing surface in guides and to prevent lateral movement; bottom fitted with angles to provide reinforcement and positive contact with floor when closed. C. Curtain Guides: Special corrosion resistant nonmagnetic stainless steel of required Z sizes and configurations. z D. Bottom Bar: Manufacturer's standard stainless steel type to match grille; provide �w D replaceable flexible vinyl or neoprene continuous floor bumper at underside of bar. o Co E. Roller Shaft (Counterbalance): Steel pipe and helical steel spring system capable of w = producing sufficient torque to assure easy operation of curtain from any position; —' adjustable spring tension. N o w F. Housing: Minimum 24 gage stainless steel, internally reinforced to maintain rigidity and form. u- co)d G. Steel Finish: Hot dip galvanize minimum G90 and prime paint; do not shop prime _ surfaces in contact with concrete or requiring field welding; shop prime in one coat; ? �- comply with requirements of Section 09900 - Painting. w o 1. Touch up field welds with zinc -rich primer. U J o 2. Other methods of providing protective zinc coating on steel surfaces comparable U) o h to G90 hot dip galvanizing will be acceptable. = v H. Electric Operators: UL approved; minimum 3/4 HP Class A insulated electric motor; u- p w fully enclosed magnetic cross -line reversing starter; with overload protection; voltage W Z as indicated on Electrical Drawings. v co O 1. Speed: Minimum 2/3' per second, maximum 1' per second. Z 2. Control Station: Key operated three - button (open - close -stop) type, for each electric operator; 24 volt circuit; flush mounted. 3. Brake System: Adjustable friction clutch double -shoe brake system actuated by independent full line voltage solenoid controlled by motor starter. 4. Emergency Release: Provide remote hand - operated disconnect mechanism for automatic emergency manual operation, mounted accessible from inside, floor level, out of reach of opening. a. Provide interlock device to automatically prevent motor from operating when emergency operator is engaged. i 5. Design operator to allow motor to be removed without disturbing limit- switch adjustment and without affecting emergency auxiliary operator. 08335-2 Overhead Coiling Grilles I Tom; i DH Architect APPLE MINI STORE South Center Mall, Seattle WA PART 3 - EXECUTION 3.1 INSTALLATION A. Install grilles complete, in accordance with manufacturer's instructions and recommendations. 1. Coordinate installation of electric operators and controls with electrical service. B. Fit, align, lubricate, and adjust complete grille assemblies level and plumb, and to provide smooth operation. END OF SECTION 08335-3 Overhead Coiling Grilles z Z M UO 013 w= J N L UJ �Q �d = W z� F- O z F- W �p U O� OH W W, U H- -0 111 U= Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 08700 HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide hardware for steel doors and for stainless steel doors. 1. Provide cylinders for all -glass entrances. B. Related Sections: 1. Section 06400: Cabinet hardware. 2. Section 08110: Door silencers. 3. Review other sections for doors fabricated with hardware. 1.2 REFERENCES 1 A. ANSI A115 Series: Door and Frame Preparation Standards. B. ANSI A156.1 through Al 56.20: Standards for various hardware items. r C. National Fire Protection Association: NFPA 80, Fire Doors and Windows. D. Americans with Disabilities Act Accessibility Guidelines (ADAAG). E. Applicable building codes. 1.3 SYSTEM DESCRIPTION A. Products: Provide each type of hardware (hinges, pivots, locksets, latchsets, closers, trim) from single manufacturer unless otherwise indicated in Hardware Schedule. 1. Provide products by manufacturers specified and manufacturers listed in Hardware Schedule, with references to catalog numbers and designations. B. Access for Persons with Disabilities: Comply with Americans with Disabilities Act Accessibility Guidelines (ADAAG) and applicable building codes. 1.4 SUBMITTALS A. Product Data: Submit catalog cuts for each type of hardware. B. Shop Drawings: Indicate locations and mounting heights of hardware. 1. Supply templates to door and frame manufacturers for proper and accurate sizing and locations of cut -outs for hardware. C. Samples: Indicate required style and finish. 08700-1 Hardware .4.. �..,I:. :;�. ., ++' b,..v:,2.� +�w:ilm.::u.i •� v. • �:..1,..wr;:.d,:wt.oa.wo1 4» tY:o:�w�. Z '~ w o 2 JU 00 N W= J N LL w LLQ co = F .. w Z HO Z F_ W W U O N o �- W LL w CO) O Z Z '~ w o 2 JU 00 N W= J N LL w LLQ co = F .. w Z HO Z F_ W W U O N o �- W LL w CO) O Z DH Architect APPLE MINI STORE South Center Mail, Seattle WA D. Keying Schedule: Coordinate directly with Owner's Representative. E. Closeout Submittal: Record actual locations of installed cylinders and master key codes on Project Record Documents. 1.5 QUALITY ASSURANCE z = z � A. Supplier Qualifications: Recognized builder's hardware supplier with minimum five D years successful experience in scheduling and furnishing hardware. o s 1. Provide services of architectural hardware consultant to supervise hardware supply. CO LU B. Pre - Installation Meeting: Convene pre - installation meeting prior to commencing work of this N section. Include persons involved with installation of doors, frames, and hardware. 0 } 1.6 DELIVERY, STORAGE, AND HANDLING i A. Deliver hardware in manufacturer's original packages, marked for intended opening ti d = d and use. _ Z� I B. Pack complete with necessary screws, bolts, keys, instructions, and installation z O R template, if necessary, for spotting mortising tools. w w I C. Upon delivery, furnish complete list of hardware for checking, clearly marked to v co I correspond with marking on each package. o f- 1. Review list for completeness and accuracy. IIJ v 1.7 MAINTENANCE w z A. Provide manufacturer's parts list and maintenance instructions for each type of w hardware supplied and necessary wrenches and tools required for proper z maintenance of hardware. PART 2 - PRODUCTS 2.1 MATERIALS A. General: Review Drawings for hardware group locations and door types; where not fully covered in Hardware Schedule, comply with following general requirements; inform Architect where conflicts occur. 1. Provide hardware items with accessories complete to function as intended. B. Hinges and Butts: ANSI A156.1; comply with following unless otherwise indicated. 1. Manufacturers: a. Hager Hinge Co. b. Lawrence Brothers Inc. c. McKinney Products Co., Division of Essex Industries. d. Stanley Hardware Division of Stanley Works. e. Substitutions: Refer to Section 01630. 08700-2 Hardware DH Architect APPLE MINI STORE South Center Mall, Seattle WA 2. Doors 1 -3/4" Thick: 4 -1/2" heavy weight, extra heavy weight ball or oilite bearing where over 40" wide. a. Provide widths sufficient to clear trim projection when door swings 180 degrees. 3. Provide minimum 3 hinges to 90" high, 4 hinges to 120" high for each door leaf, unless otherwise indicated. 4. Provide nonferrous butts with non - removable pins at exterior and locked outswinging doors, non - rising at interior doors; stainless steel where labeled; steel butts at labeled interior doors. 5. Provide ball bearing or oilite bearing hinges at doors with closers. 6. Tips: Flat button tips with matching plug. C. Locking Devices: Provide of metal matching specified finish; interior parts of steel and zinc- dichromate plating, to resist rusting and corrosion; do not supply plastic, die - cast or aluminum mechanisms. 1. Manufacturers: a. Schlage Lock Co. b. Sargent Manufacturing Co., Division of Essex Industries. c. Yale Security, Inc. d. Best Lock Corporation. - e. Substitutions: Refer to Section 01630. 2. Type: a. Mortise Locksets: ANSI A156.13, Series 1000, Grade 1, Mortise Type with 6 pin tumbler cylinders, except where otherwise indicated in Hardware Schedule. b. Cylindrical Locksets: ANSI A156.2, Series 4000, Grade 1, Bored Type (cylindrical) with 6 pin tumbler cylinders, except where otherwise indicated in Hardware Schedule. 3. Lockset and Latchset Design: Solid lever with rose, as selected by Architect. 4. Backset:2 -3/4 ". 5. Strikes: Furnish standard strikes with extended lips where required to protect trim from being marred by latch bolt; verify type of cutouts provided in metal frames. D. Cylinders, Keys, and Keying: Hardware manufacturers shall provide for grand master, master key alike or key different keying as directed by Owner. 1. Manufacturer: Best Access Systems /7 pin interchangeable core cylinders; no substitutions permitted. 2. Provide cylinders of extruded brass bar material. r 08700-3 Hardware z �z a: w U N o CO LU �qX �2U_ w J U_ Q CO = a F _ w z F- E- O z F- 25 U ON off ww LL z ui U= O z DH Architect APPLE MINI STORE South Center Mail, Seattle WA 3. Provide construction cylinders for doors requiring locking during construction; construction cylinders shall be removed and replaced just prior to Owner occupancy. 4. Submit keys for final use to Owner; provide not less than two keys for each lockset, six of each type and level of masterkey, two grand master keys, and 5% extra blanks. 5. Hardware manufacturers shall key and register lock cylinders. I 6. Key Control System: Provide complete key control system with identification and storage capacity suitable for Project. E. Closers: ANSI A156.4, furnish products of one manufacturer; full rack and pinion type with steel spring and non - freezing hydraulic fluid. 1. Manufacturers: a. LCN Closers Division Schlage Lock Co. /4000 Series. b. Norton Division, Yale Security, Inc. /7500 Series. c. Dorma Door Controls /8900 Series Full Cover. d. Substitutions: Refer to Section 01630. 2. Provide controls for regulating closing, latching, speeds and back check. 3. Arm types shall suit individual conditions, as approved; supply parallel -arm closers at reverse bevel doors and where doors swing full 180 degrees. 4. Mount closers on room side or pull side unless otherwise indicated. r ^� -:' 5. Sizes: Adjustable to following maximum door operating pressures: a. Typical Doors: 5 pounds. b. Make labeled doors self - closing. c. Closers shall be adjusted by factory representative. 6. Design: ANSI Modern Type with Cover, unless otherwise indicated. F. Thresholds, Stops, Trim, and Miscellaneous Hardware: Provide as indicated, as specified, as included in Hardware Schedule, and as required for complete installation. 1. Manufacturers: a. b. C. d. e. f. 9. h. i. j• k. I. Adams Rite. Builders Brass Works Corp. Glynn- Johnson Co. H.B. Ives. National Guard Products. Pemko Mfg. Co. Quality Hardware Mfg. Co., Inc. Richard Wilcox. Rixson - Firemark Sub., Yale Security, Inc. Trimco, Triangle Brass Mfg. Co. Zero International, Inc. Substitutions: Refer to Section 01630. Hardware Z �z �w QQ � JU U0 N C0 LU J C0 L w �a_J L? � =w Z �. �_O ZI w w U '0 01-- LLI Uj LL —0 Cd U= O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 2.2 ACCESSORIES A. General: Provide complete hardware with accessories as required for doors and applications indicated. B. Templates: Furnish templates or physical hardware items to manufacturers concerned sufficiently in advance to avoid delay in Work. C. Reinforcing Units: Furnished by door manufacturer, coordinated by hardware i manufacturer. D. Fasteners: Furnish as recommended by manufacturer and as required to install secure hardware. 1. Finish: Match hardware. 2. Furnish screws for items applied on gypsum board sufficiently long to provide solid connection to framing or backing E. Through Bolts: Through bolts and grommet nuts shall be avoided on door faces in highly visible areas, unless no alternative is possible, as directed and approved, and shall not be used for solid wood core doors. F. Electrical and Mechanical: Make provisions and coordinate requirements for mechanical and electrical devices in connection with hardware. 2.3 FII .�` A. B. C. D. E. Other Items: Provide manufacturer's standard finishes matching similar hardware types on same door, and maintain acceptable finish considering anticipated use. VISHES Provide following finishes except where otherwise indicated. Typical: BHMA 630 (US32D), satin finished stainless steel. Closers: Metal cover finished to match door operating hardware Thresholds: BHMA 628 (US28), satin aluminum, clear anodized PART 3 - EXECUTION 3.1 INSTALLATION A. Install finish hardware specified under this section; coordinate with manufacture and installation of doors and frames. B. Fit hardware prior to painting. Remove for painting of doors and frames before final installation of hardware. C. Install hardware in accordance with manufacturer's instructions. D. No extra cost will be allowed because of changes or corrections necessary to facilitate installation of hardware. 08700-5 Hardware Z Z �w QQ JU 00 U) o CO) LLI J = C0 L w U. =w Z �. z� w w U� o F- wW O w Z U= O z DH Architect 3.2 MOUNTING POSITIONS APPLE MINI STORE South Center Mall, Seattle WA A. Heights given are center line heights from finished floor. 1. Locks and Latches: 36" to center of lever. 2. Door Pulls: 42" to center of grip. 3. Push Plate: 42 "; coordinate with pull location. 4. Push -Pull Bar: 42" to center of bar. 5. Top Hinge: To jamb manufacturer's standard, but not greater than 10" from head of frame to center line of hinge. 6. Bottom Hinge: To jamb manufacturer's standard, but not greater than 12 -1/2" from floor to center line of hinge. 7. Intermediate Hinges: Equally spaced between top and bottom hinges and from each other. 8. Hinge Mortise on Door Leaf: 1 /4" to 5/16" from stop side of door. 9. Dead Bolt: Not more than 44" from floor to operating lever. B. Comply with recommendations of Builders Hardware Manufacturers Association, subject to approval, for heights of items not indicated. 3.3 ADJUSTING A. Qualified hardware supplier's or manufacturer's representatives shall inspect installation and make adjustments. 1. Adjust closers, locks, and critical operational hardware. 2. Deliver instructions for maintenance and future adjustments to Owner's Representative. 3.4 HARDWARE SCHEDULE A. The Hardware Schedule establishes a type and standard of quality. B. Examine Drawings and Specifications and furnish proper hardware for door openings, whether listed or not. C. Bring omissions to attention of Architect prior to bid opening for instructions; otherwise, list will be considered complete; no extras will be allowed. D. Hardware Groups: Base bids on manufacturers' specified for hinges, locks, and closers. 1. All -Glass Entrances: Provide cylinders. Hardware z Z �w Q D JU UO U) o Cl) Lu J � N U_ w U_Q co D = �w z I— 0 z t_ w w U� ON 01— wW 0 w z U= O~ z DH Architect APPLE MINI STORE South Center Mail, Seattle WA 2. Bathroom: a. Hinges. b. Privacy Lockset. c. Closer. d. Floor stop. e. Acoustical gaskets. 3. Back Entrance: a. Hinges. b. Mortise entrance lockset. c. Closer with hold open. d. Wall or floor stop. e. Weatherstripping. f. Threshold. 4. Office: a. Hinges. b. Latchset. C. Wall or floor stop. d. Acoustical gaskets. 5. Back -of -House Door: a. Hinges. b. Latchset. c. Closer. d. Floor stop. END OF SECTION 08700-7 Hardware z �w D JU U U0. w= J N UL W U. � a. =w F O z F-- 25 U0 0D 0 F- WW H U. LL ~O .z w N U O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 08830 FRAMELESS MIRRORS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide frameless mirrors with accessories as required for complete finished installation. 1.2 REFERENCES A. Glass Association of North America (GANA): Glazing Manual. 1.3 SUBMITTALS A. Product Data: Submit manufacturer's literature for frameless mirrors. B. Samples: Furnish sample of mirror glass with finished edge. 1.4 WARRANTY A. Special Warranty: Provide for replacing mirrors which exhibit any signs of desilvering or distortion. Special Warranty Period: Two years. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Pilkington LOF. B. Guardian Industries Corp. C. PPG Industries, Inc. D. Substitutions: Refer to Section 01630. 2.2 MATERIALS A. Frameless Mirrors: Mirror quality q1 or q2, clear float glass conforming to ASTM C1036, 1/4" thick; full silver coating, copper coating and organic coating. 1. Edges: Arised edges matching approved samples. B. Mirror Attachment: 1. Bottom Supports: Stainless steel angles, minimum 0.05" thickness; provide felt pads for setting mirrors on angles. 08830-1 Frameless Mirrors Z �w JU 0 Q WW to U� w LLQ co o = �w z �O w ~ w U0 ON o �- w L O ui Z U= O Z i i i DH Architect APPLE MINI STORE South Center Mall, Seattle WA 2. Fasteners: Concealed type as required for mirror size. 3. Adhesive: Nontoxic type as recommended by mirror manufacturer for job conditions and substrate. PART 3 - EXECUTION 3.1 PREPARATION A. Remove coatings not firmly bonded to substrate. 3.2 INSTALLATION A. Comply with GANA Glazing Manual except where specifically recommended otherwise by mirror manufacturer. B. Do not allow glass to touch metal surfaces. C. Attach frameless mirrors in accordance with mirror manufacturer's recommendations and to provide ventilation to coating; set or trim felt to face of mirror. 3.3 CLEANING A. Do not apply markers to surface of mirrors. B. Remove nonpermanent labels immediately. C. Remove and replace mirrors that are broken, chipped, cracked, abraded or damaged during construction period, including natural causes, accidents and vandalism. END OF SECTION 08830-2 Frameless Mirrors Z z W o: g JU UQ N J = CO W wO U. co) = LLI z� HO Z F- w w U O CO) o F- w W �- O z CO) OH Z i 1 I i DH Architect SECTION 09260 APPLE MINI STORE South Center Mall, Seattle WA GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide gypsum board systems including gypsum board, light gage metal framing, suspension system for gypsum board systems, joint treatment, acoustical accessories, and general accessories for complete installation. 1.2 REFERENCES A. ASTM C754: Installation of Steel Framing Members to Receive Screw - Attached Gypsum Wallboard, Backing Board, or Water- Resistant Backing Board. B. ASTM C840: Application and Finishing of Gypsum Board. 1.3 SYSTEM DESCRIPTION A. Performance Requirements: Perform gypsum board systems work in accordance with recommendations of ASTM C754 and ASTM C840 unless otherwise specified. 1. Loads: Comply with applicable building code requirements for design of metal framing for gypsum board systems. a. Deflection: Maximum U240 typical. 2. Seismic Requirements: Comply with code requirements for seismic bracing where applicable. B. Fire -Rated Assemblies: Listed by Underwriter's Laboratory, Gypsum Association (GA) File No's in GA -600 Fire Resistance Design Manual or other listing approved by applicable authorities. C. Systems Responsibility: Provide products manufactured by or recommended by manufacturer of gypsum board to maintain single- source responsibility for system. D. Openings: Obtain dimensions and locations from other trades and provide openings and enclosures for accessories, specialties, equipment, and ductwork. 1.4 SUBMITTALS A. Product Data: Furnish manufacturer's literature for framing, insulation, gypsum board, and acoustical accessories. B. Manufacturer's Certification: Furnish manufacturer's certification indicating products comply with Contract Documents and applicable codes. 09260-1 Gypsum Board Assemblies z �z W oG g 1U UO M co W N LL W O U_ � =W z 3: zo 7.5 Do U O� o� WW � �. -O ..z co O z DH Architect r 1.5 PROJECT CONDITIONS APPLE MINI STORE South Center Mall, Seattle WA A. Do not begin installation of interior gypsum board until space is enclosed, space is not exposed to other sources of water, and space is free of standing water. B. Maintain areas to receive gypsum board at minimum 50 degree F for 48 hours prior to application and continuously after application until drying of joint compound is complete; comply with ASTM C840. C. Immediately remove from site gypsum board for interior use exposed to water, including gypsum board with water stains, with signs of mold, and gypsum board with mildew. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. United States Gypsum Co., USG Corp. B. Georgia- Pacific Corp. C. National Gypsum Co. D. Substitutions: Refer to Section 01630. 2.2 MATERIALS A. Framing Materials: Comply with ASTM C754, 20 gage and lighter, coordinate with Section 05400; where not otherwise indicated, provide gages as recommended by manufacturer for spans and loads indicated and as required by applicable codes. 1. Studs: ASTM C645, screw -type Cee- shaped. 2. Runners: Match studs. 3. Furring Members: ASTM C645, screw -type, hat - shaped. a. Sound Rated Assemblies: Provide resilient channels where indicated and where required to provide required sound transmission classifications. 4. Channels: ASTM C754. 5. Hangers: ASTM A641, Class 1 wire not less than sizes in Table No. 5 of ASTM C754 and as required by applicable codes; hanger rods, flat hangers, and angle -type hangers as required. 6. Suspension System: ASTM C645, suspension system composed of main beams and cross furring members interlocking to form supporting network; recommended by gypsum board system manufacturer. 7. Fasteners and Anchorages: As recommended by gypsum board system manufacturer. 09260-2 Gypsum Board Assemblies .z .�� '..r. ',t .tsx� :� �j,, ,�•. `p', �+i.s.aYess�,:... ' ie :,'.�.x's,�a.t�::4.{:,ii;:na�i: r' �;;.. i:: a.. ai. iY3 .�r+'«:,4.i n:.� "��'-`5.` •• L, ;� :. �u: :�:. , _. a.++.rw..:v:.:+..arwvi� : r.4 .. :,.. .: -:.. �. ,..:... +: ��,...,., .... < r,,,..,r c -, « ..�'.s „ >,...: �...... ,.�,:.S ix Y.; 3 Y•:i'�.'o�k. +,.ndtd ,i��,�.� ::.`�`F � h .. � iN'Ya.:. - Z Z �w JU UO 0 wF- �w w LL Q �d =w z� F- O z�_ W w U� O N 0H W w z ui U= O~ z DH Architect APPLE MINI STORE South Center Mall, Seattle WA B. Gypsum Board: Comply with ASTM C840; maximum permissible lengths; ends square cut, tapered edges on boards to be finished; 5/8" thick unless otherwise indicated. Typical: ASTM C1396, Type X, fire rated gypsum board, unless otherwise indicated. C. Gypsum Board Accessories: Comply with ASTM C840. 1. Provide protective coated steel corner beads and edge trim; type designed to be concealed in finished construction by tape and joint compound. 2. Corner Beads: Manufacturer's standard metal beads. 3. Edge Trim: "L ", "LK ", or "LC" casing beads. 4. Reinforcing Tape, Joint Compound, Adhesive, Water, Fasteners: Types recommended by system manufacturer and conforming with ASTM C475. i a. Typical Joint Compound: Chemical hardening type for bedding and filling, j ready -mixed or powder vinyl type for topping. 5. Control Joints: Back to back casing beads. a. Back control joints with 4 mil thick polyethylene air seal. D. Acoustical Accessories: 1. Acoustical Insulation: Preformed mineral fiber, ASTM C665, Type l; friction fit type without integral vapor barrier; as required to meet STC ratings indicated, or of thickness indicated. 2. Acoustical Sealant: ASTM C919, type recommended for use in conjunction with gypsum board. a. Type: Paintable, non - shrinking and non - cracking where exposed, nondrying, nonskinning, nonstaining, and nonbleeding where concealed. 3. Electrical Box Pads: Provide at outlet, switch and telephone boxes in walls with acoustical insulation. a. Manufacturers for Non -Fire Rated Partitions: 1) Harry A. Lowry & Associates (800.772.252 1 )/Lowry's Electrical Box Pads. 2) Tremco Sheet Caulking (650.572.1656). 3) Fire rated partition material manufacturers. 4) Substitutions: Refer to Section 01630. b. Manufacturers for Fire Rated Partitions: 1) Hevi -Duty Nelson (800.331.7325)/Fire Rated FSP Firestop Putty Pads. 2) Specified Technologies, Inc. (800.992.1180)/Fire Putty Pads. 3) Hilb, Corp. /Hilti Box Pads. 4) Substitutions: Refer to Section 01630. 09260-3 Gypsum Board Assemblies wa . ,..Latim....�, ; .d,l:ti;u, .s S..wsso -.. . r. w{ a,?, v.`. Y;:.. il-; �. t�. �} '�,,:r}.'.3.;1t�r.}?nisdc3`s' ° ' ti+F�. . • `"-` . �� F }� �$j;:w:t: �tACiw�i. "k:ar,.b' ��'� �' :. `�. c • ''i4SY;a �,i,'.Y.in"V: �Ca'uSWCw z Z �w aa JU 00 NO U) LLJ J = H CO LL w LL C =w z �. �O z�_ W w U� ON 0 F_ wW F_ LL 0 u.i N U O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 5. Lap splices minimum 8" and secure together 2" from each end of splice. 6. Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring channels, with lateral channel bracing; extend bracing minimum 24" past each end of openings. 7. Laterally brace suspension system. C. Gypsum Board Installation: Install in accordance with ASTM C840 and manufacturer's recommendations. 1. Use screws when fastening gypsum board to furring and to framing. 2. Erect gypsum board with ends and edges occurring over firm bearing. 09260-4 Gypsum Board Assemblies r PART 3 - EXECUTION 3.1 INSTALLATION Z A. Metal Framing Erection: Erect metal framing in accordance with ASTM C754 and w manufacturers recommendations. 1. Install members true to lines and levels to provide surface flatness with JU v O maximum variation of 1/8" in 10' -0" in any direction. � W = 2. Door Opening Framing: Install double studs at door frame jambs; install runners on J CO � each side of opening at frame head height between jamb studs and adjacent studs. w O g 3. Install metal framing backing where required for support of fixtures, cabinets, accessories and hardware. U. co N d =w 4. Coordinate installation of bucks, anchors, blocking, electrical and mechanical _ work which is to be placed in or behind partition framing; allow items to be Z ~ installed after framing is complete. w w B. Ceiling Framing Installation: Erect in accordance with ASTM C754 and manufacturer's D o recommendations. .O - o� 1. Coordinate location of hangers with other work; provide trapeze supports and = v steel bracing as required to support ceiling. u' O 2. Install ceiling furring independent of walls, columns, and above - ceiling work. ui N � U= 3. Space main carrying channels at maximum 48" on center, not more than 6" from z perimeter walls. a. Lap splices minimum 12" and secure together 2" from each end of splice. 4. Place furring channels perpendicular to carrying channels at maximum 24" on center and not more than 2" from perimeter walls. 5. Lap splices minimum 8" and secure together 2" from each end of splice. 6. Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring channels, with lateral channel bracing; extend bracing minimum 24" past each end of openings. 7. Laterally brace suspension system. C. Gypsum Board Installation: Install in accordance with ASTM C840 and manufacturer's recommendations. 1. Use screws when fastening gypsum board to furring and to framing. 2. Erect gypsum board with ends and edges occurring over firm bearing. 09260-4 Gypsum Board Assemblies DH Architect APPLE MINI STORE South Center Mall, Seattle WA 3. For fire rated systems comply with requirements for fire ratings. 4. Place control joints to be consistent with lines of building spaces and as directed . by Architect. a. Provide where system abuts structural elements. b. Provide at dissimilar materials. c. Lengths exceeding 30' -0" in partitions. d. Ceiling areas exceeding 50' -0" or 2500 square feet. e. Wings of "L ", "U" and "T" shaped ceilings. 5. Place corner beads at external corners; use longest practical lengths. 6. Place edge trim where gypsum board abuts dissimilar materials. 7. Tape, fill, and sand exposed joints, edges, corners and openings to produce surface ready to receive finishes; feather coats onto adjoining surfaces. 8. Finishing: Comply with Gypsum Association (GA) "Levels of Gypsum Board Finish ". a. GA Level 4 (Typical): Provide three coat finishing and sanding is required for surfaces indicated to be painted; provide flush, smooth joints and surfaces ready for applied paint finishes. 9. Remove and replace defective work. D. Acoustical Accessories Installation: 1. Place acoustical insulation tight within spaces, around cut openings, behind and around electrical and mechanical items within partitions, and tight to items passing through partitions. 2. Place acoustical sealant within partitions in accordance with manufacturer's recommendations; install acoustical sealant at gypsum board perimeter at: a. Metal Framing: One or two beads. b. Base layer and face layer. c. Penetrations of partitions. 3. Tolerance: Maximum 1/4" space between gypsum board at floor, ceiling, and penetrations. 4. Install electrical box pads with pads molded and pressed on back side of box, closing openings, in accordance with manufacturer's instructions, for complete acoustical barrier. END OF SECTION 09260-5 Gypsum Board Assemblies z z �w Q � JU 00 0 LU _ F- �LL w J U— (na = w. �- _ z�- �- O z F- w w U ON o�- W LLP �O .. z: W U= O z DH Architect f t APPLE MINI STORE South Center Mall, Seattle WA SECTION 09300 TILE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide ceramic and stone tile floor and base installations with accessories, as required for complete installation. 1.2 REFERENCES A. ANSI A108.5: Installation of Tile with Latex - Portland Cement Mortar. B. ANSI A108.10: Installation of Grout in Tilework. C. Tile Council of America (TCA): Handbook for Ceramic Tile Installation. 1.3 SUBMITTALS A. Product Data: Furnish manufacturer's literature for each type of material to be provided for Project. B. Samples: Furnish each type of tile clearly indicating pattern, coloration and joints. 1. Color Charts: Submit actual tile sections showing full range of colors, textures ' and patterns available for each type of tile. 2. Prepare two 12" square sample panels of each selected type of the and grout. 1.4 PROJECT CONDITIONS A. Provide sufficient heat and ventilation in areas where ceramic tile work is being performed, so as to allow tile to properly set. B. Take precautionary measures necessary to ensure excessive temperature changes do not occur. PART 2 - PRODUCTS 2.1 MATERIALS A. Tile: Ceramic and stone tiles as indicated on Finish Schedules. 1. Manufacturers : a. HP Finlandia. b. Buchtal USA. c. Dal -Tile Corp. d. Manufacturers listed on Finish Schedule. e. Substitutions: Refer to Section 01630. 09300-1 Tile �.t .'\ ,+ s {,' +.ia .ai.:`in �•'�tx'. q. 1....4��i X°l.. 0.'itl.� 4'vL: 4«d�l'.h� 'iiH:'u:i+: �.yF .C.c'i�s.s'.'::;.:,'••sT�..� 9}` /.v,SY::�d, x:N.: ¢�S4dri!v:k�r �^aw � ^ 'r. • 9rh'�,4t.�n.'�'�x�r.�•ni • is` �:v". a4 �awxMw 'd:++tfJ:�" \SSS z Z` � D JU UO N o J = �w w 9_J wa CO D + F- w z F- F- O z F_ W W UC3 O CO3 0 F- ww F- LL O ui Z 0 O z 2. Color: Match tile unless otherwise indicated. D. Cleaning and Sealing Materials: As recommended by the and grout manufacturers, such as Bostik Construction Products /Hydroment CeramaSeal. E. Special Tile Trim Pieces: Provide as indicated on Drawings. 1. Manufacturers: a. Schluter Systems L.P. b. Substitutions: Refer to Section 01630. 2.2 MIXES A. Mix and proportion cementitious materials for site -made leveling coats, setting beds and grout as recommended by the TCA Handbook for Ceramic Tile Installation. B. Mix and proportion pre -mixed setting beds and grout materials in accordance with manufacturer's recommendations. 09300-2 Tile ,:..». w::.:...: ti: :- mi.,. «,+.A:L4a.:J.a�+`+.�.;.. .l;:inlm.;.a1d..riLn1•.dti.GS : s ✓ ca1i+.:.: ` w.:: R:. t' ss:. i�.' i. db; atiiVwi'+ 1<+: ai. isruonx* uf:. �5" wdY. MM"': i:: aa�; di: ia:. l+>«t:Yill}:lkuuuy,w"u.�:l�Aii ,e»?�f ;w'ahNt.b+YY� ns�Ci;.,wT:i+a.. DH Architect APPLE MINI STORE South Center Mall, Seattle WA 2. Color, Style and Pattern: As indicated on Finish Schedule and conforming to Architect approved samples. 3. Floor Tile: Provide non -slip units with minimum wet and dry value 0.60 coefficient of friction when tested in accordance with ASTM C1028. z i 4. Base and Trim: Provide matching trim pieces, coordinated with sizes and w coursing of adjoining flat tile as directed by Architect; types as indicated, as selected by Architect where not indicated. _J 0 x B. Latex Thin Set: Thinset bond coat, consisting of latex - cementitious mortar U) Cl conforming to ANSI A118.4. W f 1. Manufacturers: Co U. w o E S a. Laticrete International Inc. �a b. Bostik Construction Prod ucts/Hyd rom ent. c. Custom Building Products. = C% d. Mapei Corp. _ 7 I e. Mer -Kote Products, Inc. { f. Substitutions: Refer to Section 01630. w O C. Latex - Cement Grout: ANSI A118.7, latex - cementitious type, uniform in color, W o resistant to shrinkage. co I - off i 1. Manufacturers: w w = U a. Laticrete International Inc. b. Bostik Construction Prod ucts /Hydroment. z C. Custom Building Products. w v N d. Mapei Corp. 0 e. Mer -Kote Products, Inc. z f. Substitutions: Refer to Section 01630. 2. Color: Match tile unless otherwise indicated. D. Cleaning and Sealing Materials: As recommended by the and grout manufacturers, such as Bostik Construction Products /Hydroment CeramaSeal. E. Special Tile Trim Pieces: Provide as indicated on Drawings. 1. Manufacturers: a. Schluter Systems L.P. b. Substitutions: Refer to Section 01630. 2.2 MIXES A. Mix and proportion cementitious materials for site -made leveling coats, setting beds and grout as recommended by the TCA Handbook for Ceramic Tile Installation. B. Mix and proportion pre -mixed setting beds and grout materials in accordance with manufacturer's recommendations. 09300-2 Tile ,:..». w::.:...: ti: :- mi.,. «,+.A:L4a.:J.a�+`+.�.;.. .l;:inlm.;.a1d..riLn1•.dti.GS : s ✓ ca1i+.:.: ` w.:: R:. t' ss:. i�.' i. db; atiiVwi'+ 1<+: ai. isruonx* uf:. �5" wdY. MM"': i:: aa�; di: ia:. l+>«t:Yill}:lkuuuy,w"u.�:l�Aii ,e»?�f ;w'ahNt.b+YY� ns�Ci;.,wT:i+a.. DH Architect APPLE MINI STORE South Center Mall, Seattle WA PART 3 - EXECUTION 3.1 PREPARATION A. Prior to installing tile, ensure surfaces are level. Z 1. Thin Set Tile Tolerance: Maximum surface variation of 1/8" in 10' -0 ". =z M W B. Ensure surfaces are clean and well cured. 00 N C. Do not commence work until surface conditions are within tolerances required for w = proper installation; apply latex leveling material where necessary to meet required J � tolerances. — CO O w 3.2 INSTALLATION U_Q A. Install tile in accordance with referenced ANSI Standards and TCA recommendations = ' U' for type of substrate and indicated setting method. _ Z F . 1. Latex - Cement Thin Set Floors over Concrete: TCA F1 13. 0 O 2. Latex - Cement Thin Set Tile Base: TCA W243. UJ w v o B. Place the in accordance with patterns indicated on Drawings or as directed by co o F_ Architect; carefully plan tile layouts, ensure pattern is uninterrupted from one surface = uw to the next and through doorways. —0 1. Apply latex thin set to back of tile where necessary to ensure 100% bond w Z between bond coat and substrate; replace tiles which break due to voids v = between tile and substrate. p �-- Z C. Neatly cut tile around fixtures and drains; accurately form corners, base, intersections and returns. D. Locate expansion joints, control joints, contraction joints, and isolation joints where indicated; where not indicated, provide as recommended by TCA Handbook and as approved by Architect. 1. Install special trim pieces as indicated on Drawings and in accordance with manufacturer recommendations and installation instructions, true to lines and levels indicated and in correct relationship with the and adjacent materials. E. Ensure tile joints are uniform in width, subject to normal variance in tolerance allowed in tile size; ensure joints are watertight, without voids, cracks, excess mortar or grout. F. Sound tile after setting, remove and replace hollow sounding units. G. Allow tile to set for a minimum 48 hours prior to grouting. H. Grout tile to comply with recommendations of TCA and as specified. I. Leave completed installation free of broken, damaged and faulty tile. 09300-3 Tile j. I i i i DH Architect 3.3 CLEANING AND SEALING APPLE MINI STORE South Center Mall, Seattle WA A. Clean tile surfaces free of foreign matter upon completion of grouting. B. Seal the and grout surfaces where recommended by manufacturer for materials and applications involved; comply with manufacturer's recommendations. END OF SECTION 09300-4 Tile z Z : W. QQ � JU UO W= J �. CO LL W O U- Q CO a W. Z I- O Z F- W 2:5' U o O- O I- W L L • W Z U= O h-. Z DH Architect r�1 APPLE MINI STORE South Center Mall, Seattle WA SECTION 09520 STRETCHED PVC CEILING SYSTEM PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide special stretched PVC ceiling system including framing, backing, and accessories as required for complete finished installation. 1.2 SYSTEM DESCRIPTION A. Performance Requirements: Total system tested and reported in accordance with ASTM E84, with Class III (Class C) Rating. 1. Tracks: Maximum flame spread rating of 200 and smoke density of 450. 2. PVC: Maximum flame spread rating of 200 and smoke density of 450. 3. Backing Materials: Maximum flame spread rating of 200, smoke density of 450. 1.3 SUBMITTALS A. Product Data: Furnish manufacturer's literature for system and PVC. yam B. Shop Drawings: Indicate system construction; submit seaming diagrams. C. Samples: Submit samples of PVC indicating quality, color, texture and weight. D. Maintenance Instructions: Include recommended cleaning materials and application methods including precautions for cleaning materials which may be detrimental to surfaces if improperly applied. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Licensed or similarly approved by manufacturer. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store fabric in clean and dry area where temperatures are maintained at minimum 40 degrees F with normal humidity; do not store fabric in upright position. 1.6 PROJECT CONDITIONS A. Maintain surfaces and materials at minimum 60 degrees F three days before and during application period. 09520-1 Stretched PVC Ceiling System �t. j �a.A • i .i a;.0 ?:.• ..:7�a`v %a ^ ,. 4�•' �ti; ' ^.•.VC:�".r^.iin... :•i�SkllvJ , .�; •, ci 11•�/.. ..�, y;; z �w �U 00 CO) J = H N LL w LLQ C0 D = �w z f-- O z F- w L u � o U ON 0H w F� -O w z U� F- _ O z DH Architect PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Newmat S.A. (www.newmat.com). B. Substitutions: Not permitted. 2.2 MATERIALS APPLE MINI STORE South Center Mall, Seattle WA A. Ceiling System: Newmat/Stretch Ceiling System monolithic PVC ceiling system, custom fabricated for space with seams sealed and with edge condition designed for attachment to special concealed ceiling rail system. B. Primary Components: Manufacturer's standard. 1. PVC Membrane: Newmat/Miro.O.Dal monolithic PVC pre- stretched ceiling membrane in custom sizes as shown on Drawings. a. Provide acoustically transparent material at speaker locations as indicated on Drawings. b. Provide semi -rigid concealed PVC connector at rail; prewelded to membrane. 2. Rails: Manufacturer's standard PVC locking channels for each specific application including perimeter track, mid joint track, and corners /soffits. a. Basic Rails: Newmat/Newline Ghost concealed PVC rails, Newline Bright White Translucent for radius luminous ceiling system. b. Separator Rails: Double Ghost PVC concealed rails. 3. Rings: Provide PVC reinforcement rings for welding into PVC membrane where items are indicated to penetrate membrane such as sprinkler heads. 4. Acoustical Core: As recommended by system manufacturer and as required to match prototype system approved by Apple Computer Inc. C. Anchorage and Fastening Materials: Manufacturer's standard materials required to secure system to adjacent construction and for support. 2.3 FABRICATION A. Form PVC membrane into shapes as required for stretched ceiling application in configuration as indicated on Drawings with shop welded seams, with shop welded connectors to rails, and prestretched for proper installation without sags. 09520-2 Stretched PVC Ceiling System Z i� w a � JU UO U J = (0)w w 9_J U. CJ) i F- w Z Z O W W U O N 01-- LLJ W U. O Z .. w U= O Z DH Architect F PART 3 - EXECUTION 3.1 EXAMINATION APPLE MINI STORE South Center Mall, Seattle WA A. Field Measurements: Take field measurements prior to beginning fabrication of stretched ceiling system. B. Ensure surfaces to receive system are clean, true and free of irregularities. 1. Beginning of installation signifies acceptance of substrates and conditions. C. Schedule installation of monolithic system as late as possible to prevent damage during construction. 3.2 INSTALLATION A. Rails and Backing: Comply with manufacturer recommendations and application instructions for installation of system rails and backing. 1. Fit to other work; scribe and cope as required for accurate fit. 2. Set accurately to required levels and lines with members plumb and true. 3. Securely attach to substrates by anchoring and fastening as required by recognized standards to prevent sagging or moving out of position after PVC membrane has been stretched. 4. Provide rails with smooth edges, so as not to show irregularities. 5. Provide rings around items that occur in fabric area. B. PVC Membrane: Comply with manufacturer recommendations and installation instructions for application of PVC membrane. 1. Install using permanent type construction of sufficient strength for stretching and wear without failure during life of system. 2. Stretch PVC membrane tight and square without puckers or ripples; repair any sagging that occurs. 3.3 PROTECTION A. Protect system from construction damage; remove damaged and defective work and provide new undamaged materials. END OF SECTION 09520-3 Stretched PVC Ceiling System Z Z Q 2 JU 00 0 vi w J = W �a = �w Z I-- F- O ZF- W U� ON o�- WW HF u. O W Z U= O Z M r 1 i DH Architect SECTION 09650 RESILIENT TILE FLOORING PART 1 - GENERAL 1.1 SUMMARY APPLE MINI STORE South Center Mall, Seattle WA A. Section Includes: Provide resilient the flooring and accessories as required for complete finished installation. 1. Provide resilient base, including base for carpeted areas, and accessories as required for complete finished installation. B. Related Sections: 1. Section 09655: Resilient sheet flooring. 2. Section 09680: Carpet edge strips. 1.2 SYSTEM DESCRIPTION A. Flammability: Provide materials tested under ASTM E648, Flooring Radiant Panel Test, with results of 0.45 watts /cm or higher. B. Slip Resistance: Provide materials tested under ASTM D2047, James Slip Test with minimum 0.6 rating for floors. 1.3 SUBMITTALS A. Product Data: Furnish manufacturer's product literature. B. Samples: Furnish samples of each type of flooring and base color and pattern selected. 1.4 PROJECT CONDITIONS A. Ensure floor surfaces are smooth and fiat with maximum variation of 1/8" in 10' -0 ". B. Ensure concrete floors are dry and exhibit negative alkalinity, carbonizing, and dusting. C. Maintain minimum 70 degree F air temperature at flooring installation area for three days prior to, during, and for 24 hours after installation. D. Store flooring materials in area of application; allow three days for material to reach same temperature as area. 09650-1 Resilient Tile Flooring Z Z �w 2 JU UO N Lu J � U. w J U. Q WD = F - w Z F- O z� W LLJ Do U ON o�- wW �U LL ui z U= O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA PART 2 - PRODUCTS 2.1 MATERIALS 4 A. Resilient Tile: 12" by 12" by 1/8" thick; vinyl composition the conforming to ' Q ASTM F1066, Composition 1. z w 1. Manufacturers: QQ U J a. Armstrong World Industries, Inc. N o b. Azrock Industries, Inc. J F c. Tarkett Inc. i d. Substitutions: Refer to Section 01630. w O i 2. Color and Pattern: As selected by Architect from manufacturer's full range of available colors. N = B. Resilient Base: Conform to FS SS -W -40, with premolded end stops and external Z UJ corners; 1/8" gage; provide coved base at hard floor surfaces, straight base at carpet unless otherwise indicated. O Z I — 1. Type: Molded rubber. Ww v o 2. Manufacturers: o F- a. Burke Industries, Inc. w H b. Roppe Rubber Corporation. u- z c. Flexco Co. d. Substitutions: Refer to Section 01630. L N FZ O 3. Height: 4" unless otherwise indicated. Z 4. Color: As selected by Architect from manufacturer's full range of available colors. C. Edge Strips: Homogeneous vinyl or rubber, tapered or bullnose edge, color as selected by Architect. D. Sub -Floor Filler: White premixed latex- cement paste designed for providing thin solid surface for leveling and minor ramping of subsurface to adjacent floor finishes. 1. Use material capable of being applied and feathered out to adjacent floor without spalling. E. Primers and Adhesives: Waterproof nontoxic types as recommended by flooring manufacturer for specified material and application. F. Sealer and Wax: Type recommended by flooring manufacturer for material type and location. 09650-2 Resilient Tile Flooring j ,a: .�_,- .: t,. w .d, r.`w= w.«+x -. .L+:; uW..:;wi:]:i:!Y:.Y.: two.', �. n: cSe<. Lb • +�,tik�hYZ'JaS�Y;i�ii:uSdNy��: '`.�;4,..r >.G .n�y1+'; cU: �.':' k: 1:fia4.CGi:ISLb�Y,4a4.i: e� li:+� "' �i: Z9+.LkU ".� a[tw:Y+� ` sO r ...1.J� '�i'+� V«tia,. DH Architect i� PART 3 - EXECUTION 3.1 PREPARATION APPLE MINI STORE South Center Mall, Seattle WA A. Conform with manufacturer's recommendations for preparation and with ASTM F710. B. Remove sub -floor ridges and bumps; fill low spots, cracks, joints, holes and defects with sub -floor filler. C. Clean floor and apply, trowel and float filler to leave smooth, flat hard surface; prohibit traffic until filler is cured. D. Apply vapor retarding floor sealer in accordance with manufacturer recommendations and installation instructions. 3.2 INSTALLATION A. Flooring Installation: Conform to manufacturer's recommendations and installation instructions. 1. Open floor tile cartons, enough to cover each area, and mix tile to ensure shade variations do not occur within any one area. 2. Clean substrate. --� 3. Spread cement evenly in quantity recommended by manufacturer to ensure adhesion over entire area of installation; spread only enough adhesive to permit installation of flooring before initial set. 4. Set flooring in place and press with heavy roller to ensure full adhesion. 5. Lay flooring with joints parallel to building lines to produce symmetrical pattern. 6. Install minimum 1/2 tile at room and area perimeter. 7. Terminate resilient flooring at centerline of door openings where adjacent floor finish is dissimilar. 8. Install edge strips at unprotected and exposed edges where flooring terminates. 9. Scribe flooring to walls, columns, floor outlets and other appurtenances, to produce tight joints. 10. Consult with Architect for floor pattern desired in each area. B. Base Installation: Comply with manufacturer's recommendations and installation instructions. 1. Apply to walls, columns, pilasters, casework, and other permanent fixtures in rooms and areas where base is required. 2. Fit base joints tight and vertical; maintain minimum measurement of 18" between joints. 09650-3 Resilient Tile Flooring z ~w D J0 cU 0 N 0 J = H DU. w LLQ Cl) = �w z !— O z f- W5 U� ON 01-- W W �z ui Cl) O z 1 1 DH Architect APPLE MINI STORE South Center Mall, Seattle WA 3. Miter internal comers; use molded sections for external comers and exposed ends. 4. Install base on solid backing; adhere tightly to wall and floor surfaces; fill voids along top edge of base with manufacturer's recommended adhesive filler. 5. Scribe and fit to door frames and other obstructions. 6. Install straight and level to variation of plus or minus 1/8" in 10' -0 ". C. Edge Strips: Install where edge of tile would otherwise be exposed; butt to flooring without gaps; set in adhesive. 3.3 CLEAN -UP AND PROTECTION A. Remove excess adhesive from floor, base and wall surfaces without causing damage. B. Clean, seal and wax floor surfaces in accordance with manufacturer's recommendations. C. Prohibit traffic from floor for 48 hours after installation. END OF SECTION 09650-4 Resilient Tile Flooring z �Z ~ w UO N J = F_ CO U. w LLQ = d. H w z �O z �_. w D CO) � H ww LL .. z w U N O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA SECTION 09900 PAINTS AND COATINGS z PART 1 GENERAL z W 1.1 SUMMARY D JU A. Section Includes: N o � 1. Provide painting and finishing of exposed items and surfaces. H U) U_ LU O a. Specified surface preparation, priming and coats of paint are in addition to shop - priming and surface treatment specified under other sections of work. b. Painting and finishing includes field finishing of exterior and interior items not Wa N d listed as "Surfaces not to be Painted" unless clearly indicated otherwise. _ z� c. Painting and finishing includes field finishing of select shop finished items z O where indicated as required to match adjacent surfaces, such as mechanical LU U j grilles and registers. o d. Field paint exposed bare and covered pipes, ducts, and hangers, exposed U o F_ steel and iron work, and primed metal surfaces of equipment installed under W W mechanical and electrical work in occupied spaces. t � O B. Related Sections: Shop priming of ferrous metal items is included under various w z Specification sections. U =. O C. Surfaces Not To Be Painted: z Finished items including finished metal surfaces. 2. Walls and ceilings in concealed areas and generally inaccessible areas. 3. Moving parts of operating mechanical and electrical units. 4. Labels: Keep equipment identification and fire rating labels free of paint. 5. Plastic smoke stops and weather - stripping at doors. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's technical information, including paint label analysis and application instructions for each material. B. Samples: Submit samples for review of color and texture; provide list of material and application for each coat of each finish sample. 1. Brush -Outs: Provide samples of each color and material with texture to simulate actual conditions, on hardboard. 09900-1 Paints and Coatings ° >,. N�� ,s.. +.,,y : ar�w. .a , Xiri. �k». t�3: Yx4. ir: 5�: r. a: i�. �iFt. ::wu:Y.'•y,:Y'itaasi�tt:�u =i::. i;a; „ Ld!1'1:tiLx •. �^?,1'': DH Architect APPLE MINI STORE South Center Mall, Seattle WA 2. Field Samples: Duplicate painted finishes of approved samples on actual wall r surfaces and components for approval prior to commencing work. a. Size: Minimum 100 sf located where approved. b. Components: One full component as directed. Z i c. Simulate finished lighting conditions for review. z W C. Certificates: Furnish certificates from each manufacturer stating materials are top quality lines and suitable for intended use on this Project. 00, 1.3 QUALITY ASSURANCE W w= A. Regulatory Requirements: Furnish materials approved for use by applicable air N ti quality management district for limitations of volatile organic compounds for W o ! architectural or special coatings as applicable. 1 J 1.4 DELIVERY, STORAGE, AND HANDLING co D i =0 A. Deliver materials to job site in original, new and unopened packages and containers _ bearing manufacturer's name and label, with: ? F-- 1. Name of material, color and sheen. w W 2. Manufacturer's name, stock number and date of manufacture. 3. Contents by volume, for major pigment and vehicle constituents. N 4. Thinning and application instructions. o 1.5 SITE CONDITIONS W W H A. Apply water -base paints when temperature of surfaces and surrounding air are W O Z between 50 and 90 degrees F. v N s B. Apply solvent- thinned paints when temperature of surfaces and surrounding air are z ~ between 45 and 95 degrees F. C. Do not apply paint in rain, fog or mist; or when relative humidity exceeds 85 percent; or to damp or wet surfaces. D. Painting may be continued during inclement weather if areas to be painted are enclosed and heated within temperature limits specified. E. Provide additional temporary ventilation during interior application of paints to eliminate volatile organic compound (VOC) emissions from interior spaces as quickly as possible. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Sherwin- Williams Co. B. Benjamin Moore & Co. C. Substitutions: Refer to Section 01630. 09900-2 Paints and Coatings DH Architect APPLE MINI STORE South Center Mall, Seattle WA i 2.2 MATERIALS A. Definition: "Paint" as used herein means coating systems including primers, emulsions, enamels, stains, sealers and fillers, whether used as prime, intermediate or finish coats. Z B. Material Quality: Provide top line quality commercial grade (professional painter) Z paints; materials not bearing manufacturer's identification as a best -grade product W } shall not be acceptable. J D 0 1. Primers: Provide premium grade primers recommended by paint manufacturer ° co for substrates indicated and for finish systems specified. = H 2. Undercoats and Barrier Coats: Provide undercoat paints produced by same NU_ w o manufacturer as finish coats; use only thinners approved by paint manufacturer, jand use only within recommended limits. 9 3. Finish Coats: Provide finish coats capable of being washed with mild detergent z w without loss of color, sheen, or pigments. Z a. Color pigments: Pure, non - fading, applicable types to suit substrates and w o service indicated; no lead content permitted. g 5 D° O N 4. Finish Coat Coordination: Provide finish coats which are compatible with prime paints, undercoats, and barrier coats used. w W a. Review other Specification sections in which prime paints are provided; ensure compatibility of total coatings systems. - z b. Upon request from other trades furnish information on characteristics of finish materials proposed for use. O Z c. Provide barrier coats over incompatible primers or remove and prime as required. d. Notify Architect in writing of any anticipated problems in use of specified coating systems with substrates primed by others. C. Colors and Finishes: Prior to commencement of painting work, Architect will furnish color chips for surfaces to be painted. 1. Use of proprietary names in color selection is not intended to imply exclusion of equivalent products of other manufacturers. 2. Final acceptance of colors will be from samples applied on site. D. Volatile Organic Compound (VOC) Emissions: Select materials that generate least amount of pollution; consider pollution and volatile organic compound (VOC) emissions generated during manufacturing, transport, installation, use, and disposal. 1. Avoid materials that contain ozone depleting chemicals and that emit potentially harmful volatile organic compound (VOC) emissions. 09900-3 Paints and Coatings DH Architect APPLE MINI STORE South Center Mall, Seattle WA 2. Avoid materials that can leach harmful chemicals into ground water; do not allow potentially harmful chemicals to enter sewers nor storm drains. 3. Select materials that can be reused or recycled and materials with significant percentage of recycled content; set specific recycled content percentages for individual materials; avoid materials difficult to recycle. PART 3 - EXECUTION 3.1 PREPARATION A. Inspection: Examine areas and conditions under which painting work -is to be applied. Start of painting work indicates acceptance of surfaces and conditions of surfaces and conditions within any particular area. 2. Where exposed items or surfaces are not specifically mentioned in Schedules, paint same as adjacent similar materials or areas. 3. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to a durable paint film. B. Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions and as specified for substrate condition. C. Remove hardware, accessories, and items in place and not to be painted, or provide protection prior to surface preparation and painting; after painting reinstall removed items. D. Clean surfaces before applying paint; remove oil and grease prior to mechanical cleaning; program cleaning so contaminants from cleaning process do not fall onto wet, newly painted surfaces. E. Ferrous Metals: Touch up shop - applied prime coats wherever damaged using same type of primer as applied in shop or barrier coat compatible with finish paint. 1. Bare Surfaces: Clean surfaces that are not galvanized or shop- coated, of oil, dirt, loose mill scale and other foreign substances by solvent or mechanical cleaning. 2. Galvanized Surfaces: Clean free of oil and surface contaminants, using non - petroleum based solvent; primer and touch -up primer to be zinc -rich primer. F. Mix painting materials in accordance with manufacturer's directions. G. Store materials in tightly covered containers; maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue. H. Stir materials before application to produce mixture of uniform density, and stir as required during application; do not stir surface film into material, if necessary, strain material before using. Paints and Coatings v � � sJ;. D HiJ�1 .............. Z �z �w QQ JU 00 0 Cl) (J) L w LL Q CJ) = �w Z �_O Z I— W w U ON 0H w LL -0 ui CO U O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as recommended by coating manufacturer. D. Prime Coats: Apply to items not previously primed; recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat. E. Finish Coats: Provide even texture; leave no laps, irregularity in texture, skid marks, or other surface imperfections. 1. Opaque Finishes: Provide opaque, uniform finish, color and coverage; cloudiness, spotting, holidays, brush marks, runs, sags, ropiness, and other surface imperfections are not acceptable. F. Completed Work: Match approved samples for color, texture and coverage; remove, refinish or repaint work not accepted. 09900-5 Paints and Coatings 3.2 APPLICATION A. Apply paint in accordance with manufacturer's directions; use applicators and techniques best suited for substrate and type of material being applied. z 1. Apply additional coats when stains or blemishes show through final coat, until z paint is a uniform finish, color and appearance. W jj U 2. Provide extra attention to assure dry film thickness at corners and crevices is J v p equivalent to that of flat surfaces. U ) W co 3. Paint surfaces behind movable equipment and furniture same as similar exposed N surfaces; paint surfaces behind permanently -fixed equipment and furniture with w o prime coat only. �Q 4. Paint interior surfaces of ducts, where visible through registers or grilles, with a N D flat, non - specular black paint. = w H- 5. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. w O w 6. Finish doors on tops, bottoms and side edges same as faces. v j o o— ! 7. Sand lightly between each succeeding enamel coat and each varnish coat. z w B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated or prepared for painting as soon as practicable after preparation. U. z co 1. Allow time between successive coatings to permit proper drying. v 0H 2. Do not recoat until paint feels firm and does not deform or feel sticky under z moderate thumb pressure. C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as recommended by coating manufacturer. D. Prime Coats: Apply to items not previously primed; recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat. E. Finish Coats: Provide even texture; leave no laps, irregularity in texture, skid marks, or other surface imperfections. 1. Opaque Finishes: Provide opaque, uniform finish, color and coverage; cloudiness, spotting, holidays, brush marks, runs, sags, ropiness, and other surface imperfections are not acceptable. F. Completed Work: Match approved samples for color, texture and coverage; remove, refinish or repaint work not accepted. 09900-5 Paints and Coatings DH Architect APPLE MINI STORE South Center Mall, Seattle WA F 3.3 PAINTING SCHEDULE A. Provide following paint systems. 1. Gypsum Board Systems: Eggshell (satin) sheen at walls, flat sheen at ceilings, semigloss sheen at toilet room ceiling. a. 1st Coat: Universal primer. b. 2nd and 3rd Coat: Interior latex or acrylic latex emulsion. 2. Toilet Room Wall (Gypsum Board) Systems: Semigloss or gloss sheen; provide materials acceptable to applicable authorities for commercial toilet rooms for wall applications near water closets. a. 1st Coat: Universal primer. b. 2nd and 3rd Coat: Tile -like epoxy coating. 3. Metal: Semigloss sheen. a. 1st Coat: Touch -up primer, prime if none. b. 2nd and 3rd Coat: Alkyd or 100% acrylic enamel. B. Sheens: Comply with ASTM D523, reflectance of paint. j 1. Flat: 1 -10. 2. Satin: 15 -30. 3. Eggshell: 30 -45. 4. Semigloss: 45 -75. 5. Gloss: 75 -100. 3.4 CLEAN -UP, PROTECTION, AND REPAIR A. Clean -Up: During progress of work, remove discarded paint materials, rubbish, cans and rags from site at end of each work day. 1. Clean glass and paint- spattered surfaces immediately by proper methods of washing and scraping, using care not to scratch or damage finished surfaces. B. Protection: Protect work of other trades, whether to be painted or not; correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect. 1. Provide "Wet Paint" signs to protect newly - painted finishes. 2. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations. C. Repair: At completion of work of other trades, touch -up and restore damaged surfaces or defaced painted surfaces. END OF SECTION 09900-6 Paints and Coatings z i� '~ w JU 00 N J � U) L w 9-1 LLQ co = f _ w Z h- O z I_ w W U O- 01-- UJ Uj o LL O ui z co O z DH Architect PART 1 - GENERAL 1.1 SUMMARY SECTION 10500 LOCKERS APPLE MINI STORE South Center Mall, Seattle WA A. Section Includes: Provide heavy duty metal lockers with metal base, sloped tops, hardware, hooks, latches and attachment hardware, and infill panels as required for complete finished installation. 1.2 SUBMITTALS A. Product Data: Furnish manufacturer's literature. B. Shop Drawings: Indicate locker types, sizes, configurations, details, layout of groups of lockers, accessories, color and finish, and numbering. C. Samples: Furnish samples of metal finish. 1.3 PROJECT CONDITIONS A. Protect locker finishes and adjacent surfaces and materials from damage or marring during installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Penco Products, Inc. subsidiary of Vesper Corp. B. Substitutions: Refer to Section 01630. 2.2 MATERIALS A. Lockers: Double tier type as indicated. 1. Base: Recessed, "Z" type closed metal base. 2. Fillers: Provide filler panels to close off openings between lockers and between lockers and adjacent construction. B. Sheet Steel: ASTM A526; commercial quality, zinc - coated, carbon steel sheet, hot - dip galvanized according to ASTM A924 and A653, with minimum A60 (ZF 180) or G 60 (Z 180) coating designation. 1. Shelf: Minimum 16 gage. 2. Exposed Ends: Minimum 16 gage. 3. Back: Minimum 18 gage. 1 4. Doors: Minimum 14 gage. 10500-1 Lockers Z ~z W 6 0 JU UO. 0 0 w= J � N lL WO 9-1 U¢ U� = �. w z f- E- O Z F_ w w U o' O U). o E- wW LL ui Z U= O Z DH Architect APPLE MINI STORE South Center Mall, Seattle WA 5. Door Frames: Minimum 16 gage. 6. Hinges: Minimum 0.074" thick. 7. Metal Base: Minimum 16 gage. 8. Metal Top and Bottom: Minimum 16 gage. 9. Filler Panels: Minimum 18 gage. C. Fittings: Manufacturer's standard fittings for locker types indicated, including locking handle, coat hooks, shelves, door numbers, and rubber bumpers. 1. Provide tamper proof handles with built -in padlock hasps. 2. Fasteners: Zinc or nickel plated steel; slotless type exposed bolt heads; self - locking nuts or lock washers for nuts on moving parts. 3. Finishes: Manufacturer's standard plated steel hooks. i 2.3 FABRICATION t ' A. Sizes: Refer to Drawings and to Equipment List. B. Bodies: Form backs, tops, bottoms, sides, and intermediate partitions of flanged sheet steel. C. Door: One -piece steel sheet, flanged at all edges, constructed to prevent springing when opening or closing; fabricate to swing 180 . i 1. Provide recessed number plates; number doors consecutively in accordance with Architects instructions. 2. Locking Handle: Recessed cup type with lifting trigger. D. Door Frame: Formed channel shapes. i E. Provide ventilation openings at top and bottom of each locker. F. Finish edges smooth without burrs. G. Fabricate lockers square, rigid, and without warp, with metal faces flat and free of dents and distortions. H. Fabricate lockers for quiet operation with manufacturer's standard rattle -free latching mechanism and moving components isolated to prevent metal -to -metal contact. 1. Reinforce inner face of door with a steel sheet panel filled with sound deadening insulation. 2.4 FINISHING A. Clean, degrease, neutralize, and finish with manufacturer's standard process. B. Colors: As selected by Architect from manufacturer's full range of available colors. 10600-2 Lockers z Z �w JU U0 to co W J X �U w UQ co = a �w Z �_O w �5 U� o C0_ ff wW t6 O .z w U= O~ Z i 1 i I DH Architect PART 3 - EXECUTION 3.1 PREPARATION APPLE MINI STORE South Center Mall, Seattle WA A. Take site dimensions affecting work to ensure preparatory work is properly sized and Z located. z . 3.2 INSTALLATION �W QQ A. Install lockers in accordance with manufacturer recommendations and installation JU N o instructions, secure, plumb, level, square, and in line. J W B. Bolt adjoining locker units together to provide rigid installation. N LL W C. Install metal bases, end panels, sloping tops, and filler panels to close off openings and as required for complete installation. W co 3.3 ADJUSTING W Z A. Adjust doors and latches to operate easily without binding; verify integral devices are z 0 operating properly. w W 3.4 CLEANING v N: O -. o A. Clean interior and exposed exterior surfaces; touch -up marred finishes and replace W w lockers which cannot be restored to factory- finished appearance. 0. U_ O 3.5 PROTECTION iii Z UN A. Protect lockers from damage, abuse, dirt, and paint; do not allow lockers to be used 0 during construction. Z END OF SECTION SECTION 10810 TOILET ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY APPLE MINI STORE South Center Mall, Seattle WA A. Section Includes: Provide toilet accessories with attachment hardware and rough -in frames as required for complete, operational installation. B. Related Sections: 1. Section 08830: Frameless glass mirrors. 1.2 SUBMITTALS A. Product Data: Submit manufacturer's product data illustrating each accessory at large scale. 1.3 QUALITY ASSURANCE A. Access for Persons with Disabilities: Comply with California Building Code and Americans with Disabilities Act Accessibility Guidelines (ADAAG). 1.4 DELIVERY, STORAGE AND HANDLING A. Deliver inserts and rough -in frames to jobsite at appropriate time for building in. B. Do not deliver accessories to site until rooms in which they are to be installed are ready to receive them. C. Pack accessories individually, protect each item and its finish. 1.5 PROJECT CONDITIONS A. Protect adjacent or adjoining finished surfaces from damage during installation of work of this section. B. Before starting work notify Architect in writing of conditions detrimental to installation or operation of units. C. Verify with Architect exact location of accessories. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Bobrick Washroom Equipment, Inc. B. Substitutions: Refer to Section 01630. 10810-1 Toilet Accessories z �w �U UO �o J = H CO LL wo 9Q = �w z ZO LU5 U ON off wW L O W z U= O z �� DH Architect 2.2 MATERIALS APPLE MINI STORE South Center Mail, Seattle WA A. Stainless Steel Sheet: ASTM A666, commercial grade, Type 302/304, gages as standard with manufacturer of specified items. B. Stainless Steel Tubing: ASTM A269, commercial grade, seamless welded. Z z �w C. Sheet Steel: ASTM A366, cold rolled stretcher leveled; minimum G90 galvanized 7- coating, ASTM A924 and A653. o Co 0 D. Adhesive: Epoxy type contact cement as recommended by accessory manufacturer. = J � E. Fasteners, Screws, and Bolts: Hot dip galvanized; as recommended by accessory Co w w o manufacturer for component and substrate. 2.3 FABRICATION U Q U� C% A. Weld and grind smooth joints of fabricated components. _ Z� B. Form exposed surfaces from one sheet of stock, free of joints. z O W C. Fabricate units with tight seams and joints, exposed edges rolled; hang doors and 5 access panels with continuous piano hinges; provide concealed anchorage where 0 co possible. 0 F D. Provide steel anchor plates and anchor components for installation on building W H v finishes. LL p E. Form surfaces flat without distortion; maintain flat surfaces without scratches and Z v without dents; finish exposed edges eased, free of sharp edges where potential exists for physical contact. z F. Back paint components where contact is made with building finishes, to prevent electrolysis. G. Hot dip galvanize ferrous metal anchors and fastening devices. H. Assemble components in shop; package complete with anchors and fittings. 2.4 FINISHES A. Exposed Finishes: Stainless steel, number 4, satin finish; satin chrome finish acceptable where stainless steel not available for accessory item listed or scheduled. B. Concealed Surfaces: Treat and clean, spray -apply one coat primer and baked enamel finish. PART 3 - EXECUTION 3.1 PREPARATION A. Provide templates and rough -in measurements. 10810-2 Toilet Accessories i DH Architect 3.2 INSTALLATION APPLE MINI STORE South Center Mall, Seattle WA A. Install accessories in accordance with manufacturer's printed instructions using fasteners appropriate to substrate. B. Install true, plumb and level, securely and rigidly anchored to substrate. C. Use tamper - proof, security type fasteners. D. Adjust accessories for proper operation and verify mechanisms function smoothly. E. Replace damaged and defective items. F. Clean and polish exposed surfaces after removing temporary labels. 3.3 ACCESSORIES SCHEDULE A. Refer to Drawings. END OF SECTION 10810-3 Toilet Accessories z �z �w QQ JU UO J = H (0 w w - 0 u.. ¢ co = w Z �. I— O z F— w W 0 ON 0 H w 2 H L). LL O z co O z DH Architect i 14"� SECTION 10675 APPLE MINI STORE South Center Mall, Seattle WA METAL STORAGE SHELVING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Provide metal storage shelving system with accessories as required for complete, finished metal storage system. B. Related Sections: 1. Section 10680: Compact mobile storage units. 1.2 QUALITY ASSURANCE A. Provide metal storage system produced by single manufacturer, including necessary mounting brackets, accessories, fittings and fastenings. B. Performance Criteria: 1. Conform to applicable building code seismic requirements for storage and other applicable codes for seismic loading and safety requirements. 2. Design system, including columns, bases, connections and anchorages to resist minimum lateral seismic force, Fp =0.25 Wp, in any direction, within allowable working stresses permitted by UBC. a. Maximum Lateral Deflection: 5/8" at top of shelving. b. Wp is defined as "total weight of shelving system plus 50 psf of shelving to account for book storage." c. Investigate stresses and deflections for shelves fully loaded in combination with seismic forces. 3. Overhead Bracing Between Shelf Units: Not allowed. 4. Diagonal Sway Bracing: Not allowed. 5. Shelf Loading: Design shelving for minimum 50 Ibs /ft with temporary deflection not to exceed 3/16" with no permanent deflection. 1.3 SUBMITTALS A. Product Data: Furnish manufacturer's literature. 10675-1 Metal Storage Shelving -S. w4: i. n. l+ Gi.) yn."l iiylRryarrwwii��ia tY�L 'igSY�'11r4�rwi'�rSJii�./N. ..Gi y/j.j�ury �?•i. n'�'1aY.,: 1 ... ' �+:3�rS�+:�•_ Yw'ii�LY`�w'1.�Y' Sia�1rL z Z w . w JU UO (1) C0 Lu J = H Dw w LLQ co =) = �w Z E- O z t- 25 U ON o�- wW L O. .. w z U= O z DH Architect APPLE MINI STORE South Center Mall, Seattle WA t B. Shop Drawings: Include elevations at 1/2" scale, and half -size detail sections of every typical composite member. b. Security Shelving Rack: Teilhaber /Q -Shelf QMD361896 -S. 2. Secured shelving units to include custom side, back, and top 18 gage sheet metal welded to tubular steel frames with custom doors of welded wire panels welded to tubular steel frames. a. Door Hardware: Provide complete secure door hardware including Best Access Systems 7 pin interchangeable core cylinders with "T" latch handle unit for two point locking with key cylinder. B. Steel: ASTM A36 or A336 furniture stock. C. Fasteners: Cadmium plated steel. D. Finishes, General: Manufacturer's standard materials as required for complete finished installation and as approved by Architect. j 4 10675-2 Metal Storage Shelving �'¢u�.• �.�.:.G _.t. si :x.e:r -.n :W:.k:� .:. st, ��iJ,.:: 1:.. 5�": 3. Yas±: Nm�w' �: alwtii» u1sl..:.+ t: 9�F.` �}�!'iriW'riae,Y+i:��:!Ht+s�i,6 itilriiA ':6 'u'�i(u'� . 32:�:.':�i[n`.1 • � . �; ^r•,,• -•� }:� 1. Show anchors, joint system and other components not included in manufacturer's standard data. C. Samples: Furnish samples of metal finish. ' D. Certification: Furnish certification by structural engineer registered in state where L) O Project is located verifying conformance to performance criteria specified and ° ' applicable codes. W = 1.4 DELIVERY, STORAGE, AND HANDLING w 0 A. Do not deliver compacted storage system until building is enclosed and ready for j installation. co i B. Protect system from damage during delivery, handling, storage and installation. Z UJ j PART 2 - PRODUCTS Z O ' 2.1 MANUFACTURERS Ww v o co A. Teil Haber Manufacturing Corp. (www.teilhaber.com). 01-- I w :... B. Substitutions: Not permitted. 2.2 MATERIALS Z v co A. Metal Shelving Units: Metal shelving units capable of supporting 480 to 600 Ibs /shelf. 0 ~ Z f 1. Provide both normal shelving units and secured shelving units. a. Standard Shelving Rack: Teilhaber /Q -Shelf QMD361896. b. Security Shelving Rack: Teilhaber /Q -Shelf QMD361896 -S. 2. Secured shelving units to include custom side, back, and top 18 gage sheet metal welded to tubular steel frames with custom doors of welded wire panels welded to tubular steel frames. a. Door Hardware: Provide complete secure door hardware including Best Access Systems 7 pin interchangeable core cylinders with "T" latch handle unit for two point locking with key cylinder. B. Steel: ASTM A36 or A336 furniture stock. C. Fasteners: Cadmium plated steel. D. Finishes, General: Manufacturer's standard materials as required for complete finished installation and as approved by Architect. j 4 10675-2 Metal Storage Shelving �'¢u�.• �.�.:.G _.t. si :x.e:r -.n :W:.k:� .:. st, ��iJ,.:: 1:.. 5�": 3. Yas±: Nm�w' �: alwtii» u1sl..:.+ t: 9�F.` �}�!'iriW'riae,Y+i:��:!Ht+s�i,6 itilriiA ':6 'u'�i(u'� . 32:�:.':�i[n`.1 • � . �; ^r•,,• -•� }:� DH Architect APPLE MINI STORE South Center Mall, Seattle WA { E. Sheet Steel Finish: Manufacturer's standard thermosetting finish; consisting of cleaning, phosphatizing process and thermosetting coating; minimum 1.0 mil thick dry film thickness. 1. Color: Provide colors as selected by Architect from manufacturer's full range of Z _ ~ colors. '~ w F. Accessories: Provide as indicated on Drawings and as required for complete, secure, finished metal shelving system as indicated. J o 2.3 FABRICATION w A. Fabricate work in shop to greatest extent possible, before application of finish; n U_ remove sharp and rough edges and corners from cut metal and grind welds smooth. W 0 B. Provide manufacturer's standard design and fabrication designed for loads specified a and conforming to applicable codes. N = C. Design units so shelves are completely adjustable without detrimentally affecting ~ w _ stability of system. � 0 1. Provide for adjustment of shelf heights at maximum 1 -1/2" increments, from top W U J to bottom of units. v o 2. Standard Unit Sizes: As indicated on Drawings, with unit height of approximately co o 84 ", unless otherwise indicated. i W F- . PART 3 - EXECUTION �- p Z 3.1 EXAMINATION v co O A. Examine substrates and conditions under which metal storage system is to be Z installed. B. Do not proceed with work until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install units and accessories at locations shown in accordance with manufacturer's recommendations and installation instructions, level, plumb, secure and at proper height. B. Cooperate with other trades for securing units to finished surfaces. C. Install shelves at spacings as directed by Owner. 3.3 CLEANING AND PROTECTION A. Clean units and repair or replace damaged units as directed by Architect. B. Touch -up marred finishes or replace component parts as necessary to eliminate evidence of damage or deterioration. END OF SECTION 10675-3 Metal Storage Shelving J p = i 1908 ' July 9, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Bob Robinson 37936 23' Place South Federal Way, WA 98003 -7708 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -197 733 Southcenter Mall — Apple Computer Inc. Dear Bob: This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Planning, Public Works and Fire Departments have no comments. Building Department: Ken Nelsen, at (206) 431 -3677, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person: and will toot be accepted throtmh the mail or by a messenmer service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, • - Gliyc.�.c. fir- �li�.. Stefania Spencer Permit Technician encl xe: File No. D04 -197 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206.431 -3665 Z �Z �w 2 D JU UO (D o . C0 W J = H N LL w LL ¢ 0 =w Z� HO w ~ w U O- 0 F- wW LL W Z U= O Z BUILDING DIVISION REVIEW Date: July 6, 2004 Project Name: Apple Computer Inc. Tenant Improvement permit application Application #: D04 -197 Plan Reviewer: Ken Nelsen, Senior Plans Examiner An initial Building Division plan review has been conducted on the subject project. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. The construction Barricade detail number 7 shown on page A1.1, uses plastic visqueen from the top of the barricade wall and is attached to the Mall's upper bulkhead. The visqueen material as a temporary barrier or screening is not allowed in the Westfield Mall by order of this Department. Revise the detail to materials of greater fire resistance. 2. The proposed suspended fabric and pvc ceiling system (Newmat), is listed in the project manual to have a Class III (Class C) flame spread and smoke rating according to ASTM E84. This Class rating does not comply with the requirements of I.B.C. Section 803. This type of fabric may only be installed as a covering applied directly to non - combustible construction materials. Provide an alternate ceiling system design. 3. Provide specific plan details for framing connections of the new walls and suspended ceiling to the existing roof truss framing. Should there be questions on this requirement, feel free to contact the Building Division office at 206 -431 -3670. No further comments at this time. z z �W QQ J0 00 O) o W = � WO L L cl) T i .-W z �o z 1- 25 U ON 0 1-- WW Lo w z U= o'' z ` Builders and '4�lawmut Design and Construction Construction Managers 1 0 Harrison Avenue Boston, Massachusetts 02118 Telephone 617.622.7000 Facsimile 617.622.7001 June 9, 2004 City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 -2544 Re: APPLE COMPUTER Space # 228 733 Southcenter Mall Tukwila, WA 98 t88 Dear Sir or Madam: This letter is to serve as a written authorization for Bob Robinson of Permits Place to act as a representative of Shawmut Design and Construction in all matters regarding the permitting of the Design and Construction proposed Apple Computer Store to be located at 733 Southcenter Mall., Space #228 Should you have any question or need additional Information, please do not hesitate to contact me at 617- 622 -7213. Sincerely, Jason Catalano peft-m- OW OF TUKWILA JUN 1 2004 PERMIT CENTER Z Z 0 0 CO 0 w= J F. N LL WO� �J W Q co = C. W z� �- O Z N W n 0 U� O 0 H. UJ =U u. O tll Z . 0 O Z ley /97 PERMITCOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -197 DATE: 08 -17 -04 PROJECT NAME: APPLE COMPUTER SITE ADDRESS: 733 SOUTHCENTER MALL Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte permit is issued DEPARTMENTS: k 8,1e.o Bui ing Division Q Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 08 -19 -04 Complete [� Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROjUTING: Please Route , Lv' �I Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved M Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 DUE DATE: 09 -16 -04 Not Approved (attach comments) ❑ z Z �W aa JU UO Co Q co Lij J = F- 0 L W LLQ (D _ =d F- W z X F- 0 z�_ U� C0 o t_ WW F- �O •z W U= O z ` PERMIT COORD COP', PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -197 DATE: 07 -14 -04 PROJECT NAME: APPLE COMPUTER INC. SITE ADDRESS: 733 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after/ permit is issued DEPARTMENTS: C� Building ivision Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator 40 , DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -15 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RR7TING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: DUE DATE: 08 -12 -04 Not Approved (attach comments) ❑ 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 PERMIT COORD COPY � `-^ .C,i it � i • ti > .. T. ka'4.. r ''1:"?,m;ai" 3 + Mari• � ". ` ... ;. n t, �. .. }. Z'.iflUiiaswwvlu'w.: •,iu�ui•aa ;,l -: ....'..u.•,:.� aey-e� ❑ No further Review Required ❑ z }�- z CK W QQ JU UO � W = �W WO UQ _° �W z H O z I_ W �5 U� O- 0H W LLo 111 z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -197 DATE: 06 -16 -04 PROJECT NAME: APPLE COMPUTER INC SITE ADDRESS: 733 SOUTHCENTER MALL X Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENT 1 Bu a CIL A(/ ( -Z6 -D vl' ilding ion ❑ Fire Prevention © Planning Division] Public Workss [�- �- �' 0i Structural ❑ Permit Coordinator • DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 - -04 Complete [[ Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required Q ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS i Approved ❑ Approved with Conditions ❑ I Notation: DUE DATE: 07 -15 -04 Not Approved (attach comments) REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg L Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: PERMIT COORD COPY Documents /routing slip.doc 2 -28 -02 ��.r..:L� �.. (i.C:.Ai it,�i�yG �.��A(. *'. t ' �:n.cytAf:dS. irY R:�xl��,i.?�' %1�t..��rr lia:t�iJ1�.4' .1t�;e;F ��r 7:' �4{L��i7,4 : =.�� ir .•I•�. '��,• ' }�91y V. �� t ��ti z z �w JU UO N J F— W w LLQ �D = �w z t~ O w �5 UCl N o tr- wW F- LO w z U= O z PROJECT NAME: PERMI1 _`JO:.. Z)Dy —1 F7 Site Address: 'T .53 Original Issue Date: REVISION LOG Revision No. I Date Staff I Received Initials Date ' ''Staff Issued Initials Date Staff I Issued Initials Summary of Revision: Summary of Revision: Received By: Received By: Received By: Received By: �0q f/ �e! tptease print) Revision No. Date Staff Received i Initials Date Staff Issued I Initials Date Staff I Issued Initials Summary of Revision: Summary or Revision: Received By: (please print) ' Revision No. . ' Date I Received Staff I Initials Date Staff I Issued Initials I � I Summary or Revision: Summary of Revision: Received By: (please print) Revision No. L Date Received Staff ` Initials Date I Issued Staff I Initials Summary of Revision: Received By: 1ptea5e prntu z ~ w � JU UO (/) CO w J = U) LL WO J LL � =W �_ F- O z F_ W W U O- 0 1— WW H LL Z ui U= O z tpiease print) Nt, i2 1908 � City of Tukwila Steven M. Mallet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci. tukwila. tiva. its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. I Date: 07 D / Plan Check/Permit Number: 0 0 4 _ � � 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner C , - �� p Project Name:( 1 / - S Project Address: Sp #tX� ZZ8" - i Contact Person: 89 Rte tb /Y1 "p r1 Phone Number: 2 y - 1 Z 3 Summary of Revision: i r 1 i i R Sheet Number(s): _ 144 - , J- A YV �- 2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ' Entered in Permits Plus on applicationsWorms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: 10 lqw� i I' z Z � JU U ND CO W J = F— (D LL WO LL Q = �w z E- ZO w U� O C oF- Iw W H� 1L O W z CO 0 f- z � 11.A, l N� 2 tit ••�.�.. ' � 1908 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / / /O Plan Check/Permit Number: D04 -197 ❑ Response to''Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: APPLE COMPUTER INC Project Address 733 SOUTHCENTER MALL Contact Person Bob Robinson Summary of Revision: M /, heels 41,1 rel rylow ,/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: W Entered in Sierra on `) IS/KS 07/09/04 e rr �>rr- ..+...p;t Jl�,:.a, :r2 �, <�'ur,i xt.sl:'!'.,,i. :,(�.f'r.�f.. �. . � .. ..�. •:. •.. 1 ., ...x 'tG' *lJ;iii6id.r:�li` • 'a `�� _?y.0 :; � sy: :.w� "ral�riu � .��,2..n��k,t%�+r.iti Phone Number 2`J "zo4 1 ` � �� z Z �w QQ JU UO (/)o J� U) L w 9 J LL Q _. = a W z3 F- O w ~ W U O- 0H wW F- -O . z • W U= o� z Non - Residential Department of Sewer Use Certification . Natural Resources and Parks King County (To be completed for all new sewer connections, reconnectl�ns or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi- annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684 -1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or type) }�. ,/��p Owner's Name ►Vo'TFW0 �iGl (Last, First, Middle 7 ;ni ) Subdivision Name �J ` T� l�Ja`' � of it S POr Z1 9 Subdiv Block # Building Name (if applicable) Property Street Address 7 ;3 So-de4 Jlo I City, State, ZIP I d Wok Owner's Phone Number ( 44S & M or Owner's Mailing Address (if different from above) 11G01 W rL5* IRS &AO Property Tax ID # V_&1 –' g V0 4 Party to be Billed (if different from owner) _Afto (:!b 0 1;T Party's Mailing Address: I I u FI tT19 rLic)o 9 CV pep-?' I N o c-r! 9 Sn r City or Sewer District 'Tv V• I ( -'A Date of Connection Side Sewer Permit # Property Contact Phone # (W ) b Z' I - J Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public I Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve,1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 I Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = �� RCE 20 L J B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: J 7 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day q/ RCE 187 C. Total Residential Customer Equivalents: (add A & B) A . v B v rirRoF r � kwrt 4 JUN l 6 20 PE RMrrcE Nrea RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /� e Representative Print Name of Owner / �� .p 1 �"� Ol J Representative Date W1 W1 (e`d 1f �.�►J X� IpYy �,p,a�Sewer Acenc Pink - Sewer Cum er ®„ari . aSk avc� �., �V p ?r �T, _avr� .'to V e r u.ry�,� Z Q W UO CO 0 co W J = F CO W WO Q � Q LL� ( 2 �W Z F_ H O Z E- W W U� O� W U- O W Z CO) O Z '`DEPARTMENT OF LABOR AND INDY- ISTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGI ST . . • # EXP . DATE: " ' CC01 • • SHAWMDC015K4 ' 05/28/20 EFFECTIVE DATE 05/24/1999 SHAWMUT DESIGN & CONSTRUCTION 560 HARRISON AVE BOSTON MA 02118 -2436 F625.052.000 (88)7) Detach And Display Cerlificatc ( REGISTERED AS PROVIDED BY LAW AS CONST CONT -GENERAL • REGIST, # EXP. DATE CC01 . SHAWMDC015K4 05 /28/2006 EFFECTIVE DATE 05/24/1999 SHAWMUT DESIGN''& 'CONSTRUCTION 560 HARRISON'AVE Anem("%T%7 MA n')91 0-')A .)C ANNA BRAUN Notary Public Commonwealth of Massachusetts My Commission Expires June 12, 2009 Please Remove And Sign Identification Card Before Placing In Billfold ,4 n r7 0. 5YQ-o r7 t\io 4-0_ ry R-Jbl z Z Cr W 2 D J U: UO NO J = H to LL WO 9-1 IL Q N �. = W F— _ z� �O z�_ UJ 5 U� O Cl) o t- W H �. U- �. .. z W O z `DEPARTMENT OF LABOR AND INP r `STRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGI ST # EXP . ;DATE: ; CC01 SHAWMDC015K4 /28/2066 EFFECTIVE DATE 05/24/1999 SHAWMUT DESIGN & CONSTRUCTION 560 HARRISON AVE BOSTON MA 02118 -2436 P625. 052.000 (8197) Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT -GENERAL REGI ST. # EXP. DATE CC01*- SHAWMDC015K4 05 /28/2006 EFFECTIVE DATE 05/24/1999 SHAWMUT DESIGN'& CONSTRUCTION 560 HARRISOW AVE - nnemnri MT n , )ii o_ ')n)c 1 i ANNA BRAUN Notary Public Commonwealth of Massachusetts My Commission Expires June 12, 2009 Please Remove And Sign Identification Card Before Placing In Billfold fir n rI Q Oro_ r7 1\10 4-0-r y Tb l3 j is z '~ W JU 00 (/) J F— U) LL W O LL. Q co D = C1 F. W H- 0 w ~ W �p O N. of WW H� !�: 0 ti l Z CO) O z • THE SIZE AND LOCATION OF THE APPLE LOGO ANDINTERNET ADDRESS (URL) SHOULD BE DETERMINED AS PERCENTAGES OF THE OVERALL HEIGHT OF THE BARRICADE (SEE SHEET A1.0). GRAPHICS AND TYPE SHOULD BE CENTERED INHORIZONTAL SPACE. • WHEN BARRICADE HAS DOORS IN CENTERLOCATION, LOCATE GRAPHIC ON BARRICADE SURFACE WITH BEST EXPOSURE AS DETERMINEDBY APPLE PROJECT MANAGER. • ALL. EXTERIOR SURFACES OF THE BARRICADESHOULD BE PAINTED TO MATCH BENJAMINE MOORE JET BLACK, COLOR 2120 -10, SEMIGLOSS LATEX HIGH QUALITY PAINT. • ALL ARTWORK SHOULD BE PRODUCED ON ADHESIVE VINYL, 3M SCOTCHCAL MATTE WHITE. • TO INSURE THAT THE PAINT DRIES THOROUGHLY, THE BARRICADE SHOULD 13E PAINTED SEVEN DAYS BEFORE APPLYING VINYL ARTWORK. • THE APPLE LOGO AND URL SHOULD ALWAYS APPEAR AS OPAQUE WHITE ON A BLACK BACKGROUND. • CONTACT APPLE RETAIL DEVELOPMENT IF THE MALL HAS OTHER REQUIREMENTS. • APPLE WILL SUPPLY ALL ARTWORK AS ADOBE ILLUSTRATOR AND ADOBE ACROBAT PDF FILES. • THE ARTWORK PROVIDED IS BASED ON A 10 —FOOT —HIGH BARRICADE AND SHOULD BE SCALED PROPORTIONALLY TO CORRESPOND TO THE HEIGHT OF THE ACTUAL BARRICADE. • VERIFY ACTUAL OPENING AND INSTALLATION DATES WITH APPLE PROJECT MANAGER PRIOR TO PRODUCTION. • THE OPENING DATE SHOULD BE SET BY THE FABRICATOR USING MYRIAD APPLE MEDIUM. • THE HEIGHT OF THE UPPER CASE 0 0" IN "OPENING" SHOULD BE THREE PERCENT OF THE OVERALL HEIGHT OF THE BARRICADE AS INDICATED ABOVE. • NO TRACKING IS REQUIRED. KERN ONLY BEFORE THE COMMA AND BEFORE THE FINAL PERIOD TO TIGHTEN THE SPACE TO MATCH THE SAMPLE ABOVE. • THE VINYL ARTWORK WITH THE OPENING DATE SHOULD BE INSTALLED TWO WEEKS PRIOR TO THE STORE OPENING. BARRICADE NOTES 11 11 4 I a t � ":w `"' ;¢,rY.4•. W 137'3:1'x'43 O"+' +.LR' .•' J,: 840" L" LEASE LINE, WHERE OCCURS (E) BULKHEAD (WHERE OCCURS) i� GYP. BD- OVER 3 -5/8" 25 ' GA. METAL STUDS AT 24" M T � O.C. M UD do APE JOINTS TYP. SMOOTH FINISH PAINT I R 1 O 3 -5/8' x 25 GA. METAL STUD BRACING AND BOTTOM STRUTS AT 10' -0 O.C. MAX. SECURE BOTTOM STRUTS W/ SANDBAGS AS REQUIRED. 4I 1 X 12` M.D.O. BASE BARRICADE SECTION i K K t� L :� •8x'yR S yy "� "Af Try 4 �A - ,° < ro $ yai � r+r : a , 1,1 +'L +.r. f i9 , �, > ]/ fC� B�' Q .2� 4 j : �( �j�a � y,{ ' V r� ift,/Y<3',T,�J! p'y/, # \ �}�rp�, N yN �{4.. L< >'' y§�q,N � , •�,�� i. a• 4.+ryf�;hty y "_�. r fCCr `['•� A y qqt � y5 '��q� 4 4 " > yeiNr..: , . %:d(a ... ..s.FJi' S .. b K > 7••% �fY (e'<a• -: rm� / �r y 's.�' '� ��-. ..tea i °� k x 0 , +�f,. w y � nr rs�• •< -•sf s F' ::� 5gx' 5' '" / !a / ., 'dlJg „e'�',.'> :s f '. �'��N n� fy £ �• ,A �x fi�'� !� � fi Q_- Ail 0>]Y •`<k :yE ,, `f ,f ��{ - f:..,. �p r7li � CENTER OF APPLE/ TYPE/ BARRICADE FRONT j..A 00 A M N +1 L,L • c x ��d oo h e° a'°'s and anyga UI� M*ft of OW a*� � does not �� d0p0ad pdd Gtr o � a �eQOO■t .b aw Mcl,ae.aaan all vas review+em t! �MLT d C aw Of Tukwila �JIL�DING DMSiON . � JEWEO CE CODE C () Mp�AN _ �� ♦� 6 ZQ N V" ity of TuV.0�a C ON LpIN� �I�ZSI gUI BARRICADE PLAN 2 J i [ I I15 AIIcoIie AvIavc Aleleele, CA 94501 Tel 510 W 1663 % lip f�I 510 1i5 1611 l 0 rRED cl i MN Iq W0141 401- STATE OF 'NASH1W! - Store No. R -106 South Center Mall Seattle,, Washington Irefiels eel frittee Neteriel oppeoriel Weil coestitete erilieel old eepellisled felt of Ile Irclitect eel oil oft le loplicotel, lied orlisclostl fitloft frilteo cooseet of Ike Irclitect (DOH ARCHITECTS -2004 QA0C XXX T No. IaIc Issue 03 MAY 04 DD SET 28 MAY 04 ISSUE FOR PERMIT 1 09 JUL 04 BLDG. DEPT. COMMENTS y�:•� <y .•,'. / 1f...,'Y' < S� S�� Y` !y' ;� ;: � �'y/ > ,C"._�� s ...� ,: ,s.•r.:. ]/.,� .��a ,' '�Y .> :l' ,^•lr. Y ! N £I ..:.o :. " A .,,•' x') Y ;'•, I ''+. !y XJ >F � {:,,yyr' "r 3g ...0�... 's•�i,? r •.y, '4X � , .� > L . � !. 3,..:' , >'�E /r .fiA° ,v ,a' � ,^/,»' . 3•!,c' ,�. AMR y e > a 'ti 'k L f 'F, s �:..s�F: :S. •k: / ' V l�r ,Y -> �, �. ? iy� " > - ' i 1j, -- r f�Cc.>�S„r'iA! ,:J. -i:..: .'�' 9.: �:?�.'.� ` .5' Y �,r. � � a �':c '� / ' Pk: >$ <. .J >< i ri ` ��4. •..:; fC A' h . ?t` :r9.'•�. .'.: / F:. .... J .. Jk J �!>., S .. }sp �,cF X . �' " y. i'. • < � �..i ! > :^�._ s { t,] :1: ?' �� < : 4 ',•;�,, � [ '.y, � . ,.,'�� -:. C.; •qY'<.' 'w.•' ,y.,� 7 ,x '•' J ;}» . •, .l st' .�, '�:'''l'i •.flc ?^Y �!t - i :7.i,`_ y . ,�•y• y�.> a:rc. �t'�i ,.yl<' ��''• ' .t!! ,p .� Y(/ s �' ;�'t•�>:' ; .f.. � ... 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' 't►•S , x „ �• � ;t r. ,Y: �k�. .��. �� ter' r� <( >r �: ,c�:.1, �:". •�` . J 4 s 0 e .ol :. tl.,�f,,] ►�.. wT� :•"LJ t .+1' 'E,v��, '�'✓! .�!•ki .t�, � s '. v .:• �/ � � ....•i;. � '7 � ".Y < �'d .y�' P Y .� • ri Y�! '§T'K a^ l O/yi Y' �/M tib' l ,T� 7K q h ..,�Gr., q ?' i, Y . •`•}Rj $A h fy, .� �. �,•, .3 '< .i „ .� ! / l .0 ; r :: �� :• 6 ' � A kfvt': . r .� < > •Sib.. � .rb2Y ...<> � . �:1" �' ; �' ! � � "�: tt.: CORRECTION LTRI� ✓o 1 4 Pr M o 41 o ect . 1 0 fi 1 Sc01t 1'— Ow D r o; n T t I e BARRICADE DETAILS R •vim" s , #+� u' " •N _ 3' y t o ! „Y„ �:. � 'j [ ,t. + %• S" �,. � r , rs �... , `'v f'. � i' f "'�p: i' r %4yu. SNS 4 yy!.i 3 ' ` � > � ..YO. .� Y (�{y ♦' <t '. x :r ix' ]..! W�. -:.yy, : -�FW� !' <'U-4 •say � •. s�` .�." +a " �• : '6r•t <:� C` ::fir. r O '/, 4. ! 1 r• •. a�rrcc a!, , { _. ,.: y, . K„ ... ! �'� , ',,,. A r'z�•.a, r'• s ryy4 �i:.3Cf1`n. ��. � �=' ,: ,.,+1[ S w :L {� 4 "rte ?� S \: 6.5• �' a 'z' n 7 .1 li M yr r wFewieil Ile. l 4 !* ? 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DEPT. COMMENTS y�:•� <y .•,'. / 1f...,'Y' < S� S�� Y` !y' ;� ;: � �'y/ > ,C"._�� s ...� ,: ,s.•r.:. ]/.,� .��a ,' '�Y .> :l' ,^•lr. Y ! N £I ..:.o :. " A .,,•' x') Y ;'•, I ''+. !y XJ >F � {:,,yyr' "r 3g ...0�... 's•�i,? r •.y, '4X � , .� > L . � !. 3,..:' , >'�E /r .fiA° ,v ,a' � ,^/,»' . 3•!,c' ,�. AMR y e > a 'ti 'k L f 'F, s �:..s�F: :S. •k: / ' V l�r ,Y -> �, �. ? iy� " > - ' i 1j, -- r f�Cc.>�S„r'iA! ,:J. -i:..: .'�' 9.: �:?�.'.� ` .5' Y �,r. � � a �':c '� / ' Pk: >$ <. .J >< i ri ` ��4. •..:; fC A' h . ?t` :r9.'•�. .'.: / F:. .... J .. Jk J �!>., S .. }sp �,cF X . �' " y. i'. • < � �..i ! > :^�._ s { t,] :1: ?' �� < : 4 ',•;�,, � [ '.y, � . ,.,'�� -:. C.; •qY'<.' 'w.•' ,y.,� 7 ,x '•' J ;}» . •, .l st' .�, '�:'''l'i •.flc ?^Y �!t - i :7.i,`_ y . ,�•y• y�.> a:rc. �t'�i ,.yl<' ��''• ' .t!! ,p .� Y(/ s �' ;�'t•�>:' ; .f.. � ... 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S.� / ,�",.:. - . x >.. 44i:3.' �Ys, .: M 7 Y,+' : ,. � � F £ ,�1'.: : f: rT'" � •3f f .y� /' J�': 'r.)\ :v4 � Y"A'. ,l . . % 7�� A �' . >ic: .. .:.'bn . .:a;.c '. �..x..�..,r '• - :.NQ a�•v.�., M A:. :;�k'::{ :n ..: .... �.. �il� !": i'Y J• a tr >� �{ ,., y ►. `['' '/'J� ..' " t ! r ' ! f <.r / / ... /F> " ....: ... ., J..'v ti✓; :. . -; ,•,_>.... .f,6<. • } • .. '-^.. ,rfd►• ,..R>: ; >>< : '.�' .,{ . : c ). � ,rt>' . .,;,al -.,. . -. •.. -.! : .v. � a.]+/ l:: ..: J. !t :,'�S•!t: • t Ar, , .. I l•(a � y "" � d•:i�'S '>Y �. . ♦,f < "t 7r s ':�.< :M' 2 :7>�f )S\. f, *9sl'` 'x ,�•�. -x .. ��> 'Ay y. �' ]�� '�a f • "-,,,. ; e. � ..: ,. .� . -. . •., ...�.....: f _ ^: ''3.l':!: n �.:. ':�I:;,., �' , t 6. F �.. ] :, .f '. .. ' -:: r ..y rt' ',:;f¢ ly sr„!C'. a . fi. �.. '0 } >' ✓,'�' yq`� A. ., _,.y,; , QP . �.. f �."y� >•''- f ��. ' "� »Sqr: �.t, Yr ii> "5S. y. .;f: -�1•. :,f. "..fa' ,'� �. _E i' � r', :: / �� .'3�: _ . `;7X ' ' P �gl�. ' 't►•S , x „ �• � ;t r. ,Y: �k�. .��. �� ter' r� <( >r �: ,c�:.1, �:". •�` . J 4 s 0 e .ol :. tl.,�f,,] ►�.. wT� :•"LJ t .+1' 'E,v��, '�'✓! .�!•ki .t�, � s '. v .:• �/ � � ....•i;. � '7 � ".Y < �'d .y�' P Y .� • ri Y�! '§T'K a^ l O/yi Y' �/M tib' l ,T� 7K q h ..,�Gr., q ?' i, Y . •`•}Rj $A h fy, .� �. �,•, .3 '< .i „ .� ! / l .0 ; r :: �� :• 6 ' � A kfvt': . r .� < > •Sib.. � .rb2Y ...<> � . �:1" �' ; �' ! � � "�: tt.: CORRECTION LTRI� ✓o 1 4 Pr M o 41 o ect . 1 0 fi 1 Sc01t 1'— Ow D r o; n T t I e BARRICADE DETAILS R •vim" s , #+� u' " •N _ 3' y t o ! „Y„ �:. � 'j [ ,t. + %• S" �,. � r , rs �... , `'v f'. � i' f "'�p: i' r %4yu. SNS 4 yy!.i 3 ' ` � > � ..YO. .� Y (�{y ♦' <t '. x :r ix' ]..! W�. -:.yy, : -�FW� !' <'U-4 •say � •. s�` .�." +a " �• : '6r•t <:� C` ::fir. r O '/, 4. ! 1 r• •. a�rrcc a!, , { _. ,.: y, . K„ ... ! �'� , ',,,. A r'z�•.a, r'• s ryy4 �i:.3Cf1`n. ��. � �=' ,: ,.,+1[ S w :L {� 4 "rte ?� S \: 6.5• �' a 'z' n 7 .1 li M yr r wFewieil Ile. l 4 !* ? BARRICADE SIGNAGE Y _ _ _ .. _ ,..••....,,,,r,.«..3. .....ir+t't+:+'k:aY •�'c iilat+�nr�la�. .. �r .. �•► ,•,� � t ♦ .�..♦ ... r ,•M • .Jr.r r_ y !Y y ,�� '+•lalr Y 'r � T •ew♦ " ^� ARCHI TECTU RA AO.0 COVER SHEET AO.1 NOTES AND SCHEDULES A0.2 NOTES AND SCHEDULES e Al DEMOLITION P A1.1 BAR C D ETAJL /• A2.1 FIXTURE PLAN A2.2 POWER / COMMUNICATION DATA PLAN A REFLECTED CEILING PLAN A4.0 INTERIOR ELEVATIONS A5•0 STOREFRONT ELEVATIONS AND SECTIONS A5.1 STOREFRONT DETAILS A5y2 STOREFRONT SIGNAGE DETAILS A6.0 INTERIOR DETAILS A6.1 INTERIOR DETAILS A6.2 INTERIOR DETAILS A7.0 STRUT FRAMING ELEVATIONS A7.1 WALL SECTIONS AND DETAILS A7.2 WALL SECTIONS AT LCC AND DETAILS A7.3 WALL SECTIONS AT BOH AND DETAILS A7.4 WIRED CABINET AND METAL PANEL DETAILS A8•0 WALL TABLE PLAN AND ELEVATIONS A8.1 2 LE DETAILS A8.2 IN -WALL CASHWRAP PLANS, ELEVATIONS AND SECTIONS A BAR PLAN, ELEVATIONS, AND SECTIONS } i. A f WALL TO BE REMOVED EXISTING CONSTRUCTION TO REMAIN. PATCH AS REQUIRED AFTER DEMOLITION. MAINTAIN REQUIRED RATING NEW 1 -HR RATED PARTITION % A6 . 0 NEW PARTIAL HEIGHT WALL - . A r =; NEW STOREFRONT FINISH TO MATCH EXISTING MALL A6.0 FINISH BY TENANT `�-� SIM. FURRED WALL 4 L. , i -- NEW NON -RATED PARTITION SOUTH CENTER MALL I WALL LEGEND I VICINITY MAP I MECHAIMCAL: SQUARE M1.0 MECHANICAL LEGENDS, SPECS & SCHEDULES M2.0 MECHANICAL HVAC PLAN FACTOR OCCUPANCY M3.0 MECHANICAL HVAC DETAILS 871 SQ.FT. 30 30 . PLUMBING: 404 SO. FT. P1.0 LEGEND AND ABBREVIATIONS P2.1 PLUMBING FLOOR PLAN FIRE PROTECTION: .2 FP1.0 FIRE PROTECTION PLAN AND SPECIFICATIONS 134 so. FT. ELECTRICAL: E1.0 ELECTRICAL LEGENDS AND ABBREVIATIONS E2.1 POWER AND SIGNAL PLAN 1409 SO. FT. 32 E3.2 LIGHTING PLAN E4.1 PARTIAL RISER DIAGRAM AND DETAILS E5.1 ELECTRICAL SPECIFICATIONS TOTAL SHEETS EETS 36 INDEX P 1. THE EXISTING CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASE 11 ON DRAWINGS DATED: 02/09/01 PREPAR BY: 12 AS -BUILT DRAWINGS PROVIDED BY LANDLORD. ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 1 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMMISSIONS, ETC., SHALL 1 BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. 3, WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE 1 RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. ALL SHIPPING DAMAGE MUST BE REPORTED TO APPLE PROJECT MANAGER WITHIN 48 HOURS. 1 4. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS __ N CONFORMANCE WITH ALL A PBUCABLE CODES AND ORDI LOADING AREA TRAVEL DISTANCE IS APPROXIMATELY 55 LF APPLE COMPUTER, INC. SPACE /228 ATH OF TRAVEL DIMENSIONS ARE TO THE FACE OF GYPSUM BOARD FINISH, U.O.N. NTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS R REVIEW BY THE REPRENSENTATIVE PRIOR TO INSTALLATION. EyIEYV WILL BE FOR DESIGN INTENT. SUB - CONTRACTOR SHALL OORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. i. OLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR IMENSIONING. VERIFY EXACT LOCATIONS IN FIELD. �. SION 15 TO VERIFY EXISTING ROOF FRAMING CONDITIONS OVIDE STRUCTURAL DETAILS AND CALCULATIONS PREPARED BY A LICENSED ENGINEER AS REQUIRED FOR SUPPORT OF NEW NANT ROOF TOP UNITS, IF APPLICABLE. i. UCTURAL DETAILS AND CALCULATIONS SHALL BE SUBMITTED TO D APPROVED 6Y LANDLORD BUILDING DEPARTMENT AND HfTECT OF RECORD PRIOR TO COMMENCEMENT OF WORK. i. PRINKLER, LIFE SAFETY, AND FIRE ALARM SYSTEMS ARE DESIGN UILD BY CONTRACTOR AND MUST COMPLY TO ALL LOCAL, STATE, D NATIONAL CODES. 2 \ mv.,.9 I%1 rte` ipv.&_v%v%ov% v rv%vip1V1vJ, Vr &_"wI %rx, TOREFRONTS, CEILING, FINISHED FLOORING AND ALL OTHER iTEMS NOT SED IN NEW SCHEME. 6. SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD • Y THE CONTRACTOR AND COORDINATED WITH THE LANDLORD PRIOR TO UTTING /CORING. 7. R GENERAL NOTES ( CONT. ) U ING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND UNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. 8. .' SHOULD MEAN THAT THE CONDITION IS REPRESENTATIVE FOR IMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. REVISION ♦- SECTION REFERENC 9. T U.S.A. STORES, G.C. TO PROVIDE PORTABLE FIRE EXTINGUISHER(S) SYMBOL SHEET NUMBER TH U.L LABEL AND A RATING OF NOT LESS THAN 2 -A WITH 75 FT. (IF DASH OCCURS VEL DISTANCE TO ALL POSITIONS OF STORE OR AS DIRECTED BY THE REF. SAME IRE DEPARTMENT FIELD INSPECTOR. 01 --- DOOR MARK SHEET) 10. NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION DETAIL REFERENCE 4' -0` DIMENSION TO FACE LOCATIONS. ALL DOOR AND OPENING LOCATIONS SHALL BE SHOWN ON SHEET NUMBER OF GYP. BD. FINISH FLOOR PLAN. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT. FLOOR (U.O.N.) PLAN BY ARCHITECT SUPERSEDES OTHER PLANS. ALL DIMENSIONS A MARKED "CLEAR' SHALL 6E MAINTAINED AND SHALL ALLOW FOR ELEVATION REFERENCE THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, SHEET NUMBER 0 B DETAIL REFERENCE V.C.T., ETC.. SHEET NUMBER C INTERIOR PO E- -REFERENCE TO KEYNOTES ELEVATION REFERENCE LOCATION MAP STORE TYPE: NEW APPLE COMPUTER, INC. RETAIL STORE LOCATION: 633 SOUTHCENTER MALL TUKWIU►, WA 96188 A2 LEVEL: 1 OF 1 APPLICABLE CODES: 2003 IBC; W/ AMMENDMENTS 2003 UPC 2003 IMC 2002 NEC SllILDING OCCUPANCY USE GROUP: MERCANTILE CONSTRUCTION CLASMICATIOft TYPE: 1B FIRE PROTECTION: DEMISING WALL ................. 1 HOUR SALES /NON -SALES WALL... NONE CEILING .............................. NONE COLUMNS ........................... N/A LERED: YES REQURED EXITS: NUMBER: 1 MAXIMUM TRAVEL DISTANCE: 200' RESTROOM REQUIREWNTS: TOILET ROOMS: 1 UNISEX DRINKING FOUNTAINS .............NO PUBLIC ACCESS ......................NO ACCESSIBILITY REOUREWNTS: THE AMERICAN DISABILITY ACT OF 1992 AREA SQUARE OCCUPANCY LOAD TOTAL DOTAGE FACTOR OCCUPANCY SALES AREA 871 SQ.FT. 30 30 STOCKROOM 404 SO. FT. 300 .2 MISC. AREA 134 so. FT. SUB -TOTAL 1409 SO. FT. 32 (VOID SPACE 194 SQ.FT. I � I TOTAL 1700 SQ.FT.• 32 •L.O.D. 1,771 SQ.FT. 0 if 41 APPLE COMPUTER INC. SOUTH CENTER I I MALL SEATTLE, WASHINGTON REVIEWED FOR CODE COMP Appp,OVED t AUO 19 2004 BUI � pf Tukwila � ®N NO ® , 1VIS - _- �s alor�r p'1 room w 8pQ1V4 is to em and s llppo of does riaR f ft violet w of any or f of Mpo%vd Field Copy ft ch now d" be opma ft ft . �0 Tukwft adkft o0 �� wMl ^egwrre a new ;ft mar" adoworNi pW �ewim � r • Bec01o1 . Gas p"q aty of M=M p � a NW= "4/ f l t 1115 AtIcific Avem Alomth, CA 94501 Tel $10 1165 IM 510 si5 1611 w Z 0 LL 4 I OWNER: APPLE COMPUTER INC. 1 INFINITE LOOP CUPERTINO, CA 95014 CONTACT: HANS MILBERGER PHONE: 408.974.7251 FAX: 408.974.7335 EMAIL: HMILBERGEROAPPLE.COM ARCHITECT: DH ARCHITECT 1115 ATLt.t. TAVE. ALAM EDA, 2 CONTACT: D/ G/ OBIA PHONE: FAX: 510. 1 2 EMAIL JSCHMID@MBHARC .0 M KAYCOMBHARCH.COM MITCHELLTOMBHARCH.COM 1 M.E.P. ENGINEER ENCON ENGINEERING 4940 EL CAMINO REAL LOS ALTOS, CA 94022 CONTACT: 808 TRIFUNOVIC PHONE: 650.961.8095 FAX: 650.964.3754 EMAIL: BOBOENCON.COM STRUCTURAL ENGINEER TBD LIGHTING CONSULTANT: ISP DESIGN, INC 9245 SW 158 LANE STE. 2002 MIAM FLORIDA 33157 CONTACT: SYLVIA BISTRONG PHONE: 305.278.1565 FAX: 305.255 7541 EMAIL: ISPDESIGNOEARTH LINK. NET GEN CONTRACTOR: S HAWM UT 650 HARRISON AVE. 2 BOSTON, MA 02118 CONTACT: SETH ROY PHONE: 617.622.7354 EMAIL: SROYOSHAWMUT.COM LANDLORD /BUILDING OWNER: THE WESTFIELD CORPORATION 11601 WILSHIRE BLVD. 12TH FLOOR LOS ANGELES, CA 90025 CONTACT: SHANNON WESTMORE PHONE: 310.445.6889 FAX: 310.478.0957 EMAIL: SWESTMOREOWESTFIELD.COM LANDLORD'S TENANT REVIEW CONSULTANT THE WESTFIELD CORPORATION 11601 WILSHIRE BLVD. 12TH FLOOR LOS ANGELES, CA 90025 CONTACT: JOSE HERNANDEZ PHONE: 310.575.5918 FAX: 310.478.4468 EMAIL: JHERNANDEZOWESTFIELD.COM BUILDING DEPARTMENT: DEPARTMENT OF PLANNING AND DEVELOPEMENT 700 FIFTH AVE. SUITE 2000 P.O. BOX 34019 SEATTLE, WASHINGTON 98124 -4019 CONTACT: MAUREEN TRAXLER PHONE: 206.233.3892 REVISION h;0. 1 -1mommum mmm� t Store No. R -106 South Center Mall Seattle,, Washington Ireeiels eel erittee molviel ep'eeriel lereie ceestitete erilieel Ili eepellislel fork of Ile Irclitect eel Sep lot It depliceted, lied or lisclosel witloet rriltee coolest of tle Irclitect c@ON ARCHITECTS -1004 I AIC XXX Ito. Dote I :sue 7 MAY 04 DD SET 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG 04 REVISION 2 rsry - 'i ' AUG 1__ P roject No. 41610 s c o 11 NO SCALE 0►awl"I COVER SHEET RVbO»V�OO+�- So�thGr►E.► \CO \00- t . 7 �.•Y t o o AOO ,z i 4 GENERAL NOTES SYMBOL LEGEND CODE ANALYSIS CONTACTS • i r w 4 AMM r ^ALMI rTro Tun 0. a, a ARCHITECTURAL: A0.0 COVER SHEET A0.1 NOTES AND SCHEDULES A1.0 DEMOLITION PLAN A2.0 PARTITION PLAN A2.1 FIXTURE PLAN A2.2 POWER / COMMUNICATION DATA PLAN A3.0 REFLECTED CEILING PLAN A4 .0 INTERIOR ELEVATIONS A5.0 STOREFRONT ELEVATIONS AND SECTIONS A5.1 STOREFRONT DETAILS A5.2 STOREFRONT SIGNAGE DETAILS A6.0 INTERIOR DETAILS A6.1 INTERIOR DETAILS A7.0 STRUT FRAMING ELEVATIONS A7.1 WALL SECTIONS AND DETAILS A7.2 WALL SECTIONS AT LCD AND DETAILS A7.3 WALL SECTIONS AT BOH AND DETAILS A7.4 WIRED CABINET AND METAL PANEL DETAILS A8.0 WALL TABLE PLAN AND ELEVATIONS A8.1 WALL TABLE DETAILS A8.2 CASHWRAP PLANS, ELEVATIONS AND SECTIONS A8.3 GENIUS BAR PLAN, ELEVATIONS, AND SECTIONS MECHANI AL: M1.0 MECHANICAL LEGENDS, S do SCHEDULES M2.0 ` ' MECHANICAL HVAC PLAN M3.0 'MECHANICAL HVAC DETAILS _PLUMBING: P1.0 LEGEND AND ABBREVIATIONS P2.1 PLUMBING FLOOR PLAN FIRE PROTECTION: FP1.0 FIRE PROTECTION PLAN AND SPECIFICATIONS E= ECTRICAL: E1.0 'ELECTRICAL LEGENDS AND ABBREVIATIONS E2.1 POWER AND SIGNAL PLAN E3.2 LIGHTING PLAN E4.1 PARTIAL RISER DIAGRAM AND DETAILS E5 .1 ELECTRICAL SPECIFICATIONS t TOTAL SHEETS 33 f LOADING AREA TRAVEL DISTANCE IS APPROXIMATELY 55 L.F ! 1 APPLE COMPUTER, INC. SPACE #228 INDEX PATH OF TRAVEL 1. THE EXISTING CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASE ON DRAWINGS DATED: 02/09/01 12. ALL DIMENSIONS ARE TO THE FACE OF GYPSUM BOARD FINISH, U.O.N. PREPARED BY: AS -BUILT DRAWINGS PROVIDED BY LANDLORD. 13. CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE ACTUAL FIELD FOR REVIEW BY THE REPRENSENTATIVE PRIOR TO INSTALLATIG". CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT REVIEW WILL BE FOR DESIGN INTENT. SUB - CONTRACTOR SHALL BEFORE PROCEEDING WITH ANY WORK. COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT. 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENT'S AND VERIFY ALL 14. COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS DIMENSIONING. VERIFY EXACT LOCATIONS IN FIELD. BUILDABLE AS SHOWN. ANY CONFLJCTS OR OMMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR 15. DIVISION 15 TO VERIFY EXISTING ROOF FRAMING CONDITIONS TO THE PERFORMANCE OF ANY WORK IN QUESTION. PROVIDE STRUCTURAL DETAILS AND CALCULATIONS PREPARED BY A 3. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS LOCAL LICENSED ENGINEER AS REQUIRED FOR SUPPORT OF NEW TENANT ROOF TOP UNITS, IF APPLICABLE. WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. ALL 17, STRUCTURAL DETAILS AND CALCULATIONS SHALL BE SUBMITTED TO SHIPPING DAMAGE MUST BE REPORTED TO APPLE PROJECT MANAGER AND APPROVED BY LANDLORD BUILDING DEPARTMENT AND WITHIN 48 HOURS. ARCHITECT OF RECORD PRIOR TO COMMENCEMENT OF WORK. 4. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS fig, SPRINKLER, LIFE SAFETY, AND FIRE ALARM SYSTEMS ARE DESIGN IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. BUILD BY CONTRACTOR AND MUST COMPLY TO ALL LOCAL, STATE, 5. EXISTING WORK: WITH PRIOR APPROVAL OF WS AND RETURN OF AND NATIONAL CODES. PROPER CREDIT, EXISTING WORK WHICH FITS THE SCHEME MAY BE 19, IF UNDER UPC, PROVIDE CLASS K FIRE EXTINGUISHERS WITHIN 30 RE-USED. FT. OF COMMERICAL FOOD HEAT-PROCESSING EQUPMENT (UPC 6. DEMOLITION: REMOVE ALL INTERIOR PARTITIONS, CASEWORK, 1006.2.7) STOREFRONTS, CEILING, FINISHED FLOORING AND ALL OTHER ITEMS NOT USED IN E SC 7. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD GENERAL NOTES (CONT.) BY THE CONTRACTOR AND COORDINATED WITH THE LANDLORD PRIOR TO CUTTING /CORING. 8. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. REVISION SECTION REFEREN SYMBOL SHEEP NUMBER 9. 'TYP.' SHOULD DEAN THAT THE CONDITION IS REPRESENTATIVE FOR (IF GASH OCCURS SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. REF. SAME 01 DOOR MARK SHEET) 10. AT U.S.A. STORES, G.C. TO PROVIDE PORTABLE FIRE EXTINGUISHER(S) WITH U.L LABEL AND A RATING OF NOT LESS THAN 2 -A WITH 75 fT. � DETAIL REFERENCE 4� '-0' L DIMENSION TO FACE TRAVEL DISTANCE TO ALL POSITIONS OF SPORE OR AS DIRECTED BY THE SHEET NUMBER - 'r 'r OF GYP. 60. FINISH FIRE DEPARTMENT FIELD INSPECTOR. (U.O.N.) 11. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION A LOCATIONS. ALL DOOR AND OPENING LOCATIONS SHALL BE SHOWN ON ELEVATION REFERENCE pE7al REFERENCE FLOOR PLAN. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT. FLOOR SHEET NUMBER D B $F{EEf NUMBER SPUN BY ARCHITECT SUPERSEDES OTHER PLANS. ALL DIMENSIONS <!> MARKED 'CLEAR' SHALL BE MAINTAINED AND SHALL ALLOW FOR C e - INTERIOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, �p PREFERENCE TO KEYNOTES EnAnoN V.C.T., ETC., REFERENCE GENERAL NOTES ._ 'WALL TO BE REMOVED SQUARE EQQ TA 1 „1. EXISTING CONSTRUCTION TO REMAIN. PATCH AS REQUIRED AFTER DEMOLITION. MAINTAIN REQUIRED RATING SEATTLE, rl NEW 1 -HR RATED PARTITION STOCKROOM 404 ' 6�.0 NEW PARTIAL HEIGHT WALL " MISC. AREA OW 4� 2 NEW STOREFRONT FINISH TO MATCH EXISTING MALL 49 FINISH BY TENANT SIM. 32 VOID SPACE FURRED WALL 90 SO. FT. NEW NON -RATED PARTITION WALL LEGEND VICINITY MAP LOCATION MAP sounH CE NTER MALL •nni r nn&Anl r r-n ILI^ 00 P, ; r I APPLE COMPUTER -INC. SOUTH CENTER SQUARE EQQ TA OCCUPANCY LOAD FACTOR TOTAL OCCUPANCY MALL 871 SO. FT. SEATTLE, WASHINGTON STOCKROOM 404 SQ.FT. 300 2 SEPARATE - -oft--mm" RE"IREp MR: or Gn par4 CRY of TW Nab* oNrstoN Y. its a « id C00 Is ad�a'uA°d M ijoW a 5 a m.ee t as,00�. a m a d �� ilb wI Nqub a new *n abftW OW mN tidlft addMprl pion Iwv %ft di OL � ,fit:„ � t�Y ,"�u�� • • 1115 Allootic Avem Aloeoelo, CA 94501 111 510 Ii5 M for 510 Ii5 1111 1 z + W t , .0 ..0 1 y 6216 RE ISTERE t I { ORNIS MIC STATE OF W INGTON • , i Store No. R -106 South Center Mall Seattle, Washington 11e1ie4e oil orittee •eteriol op'eeriel iereie coietitete erilieol oel eepokliokel Bork of Ike Irckitect oil net eot be leplicotel, oiel or liscleid witloot vriltee coeseet of the Architect @DH ARCHITECTS -1004 o A C XXX No. Date Issue 7 MAY 04 DD SET 28 MAY 04 ISSUE FOR PERMIT EM Project No. 41610 Scale NO SCALE Dro��n9 1��o COVER SHEET STORE TYPE: NEW APPLE COMPUTER, INC. RETAIL STORE LOCATION: SEATTLE, WA LEVEL: 1 OF 1 APPLICABLE CODES: 2003 IBC; W/ AMMENDMENTS 2003 UPC 2003 1MC 2002 NEC • SUIL.DING OCC!lPANCY USE GROUP: MERCANTILE CONSTRUCTION CLASSFIC.ATION TYPE: 1 B FIRE PROTECTION DEMISING WALL ................. 1 HOUR SALES /NON -SALES WALL... NONE CEILING ............. 0................ NONE COLUMNS ........................... N/A SPRNCLERED: YES REQURED EXITS: NUMBER: 1 MAXIMUM TRAVEL DISTANCE: 200' RESTROOM REQUIRE3IIIENTS: TOILET ROOMS: 1 UNISEX DRINKING FOUNTAINS .............NO PUBLIC ACCESS ......................NO ACCESSIBILITY RE ME TS: THE AMERICAN DISABILITY ACT OF 1992 AREA SQUARE EQQ TA OCCUPANCY LOAD FACTOR TOTAL OCCUPANCY SALES AREA 871 SO. FT. 30 30 STOCKROOM 404 SQ.FT. 300 2 MISC. AREA OW 134 SO. F7. SUB -TOTAL 1409 SQ.FT. 32 VOID SPACE 194 SO. FT. TOTAL 1700 SQ.FT.* 32 *L.O.D. in 1,771 SQ.FT. SYMBOL LEGEND I CODE ANALYSIS _� - OWNER: APPLE COMPUTERS INC. 1 INFINITE LOOP CUPERTINO, CA 95014 CONTACT: HANS MILBERGER PHONE: 408.679.2113 FAX: 408.974.7335 EMAIL: HMILBERGEROAPPLE.COM ARCHITECT: DH ARCHITECT 1115 ATLANTIC AVE. ALAM EDA, CA 94501 CONTACT: KAY CH EU NG/ MITCHELL TOBIAS PHONE: 510.865.8663 FAX: 510.865.1611 EMAIL: KAYCOMBHARCH.COM MITCHELLTOMBHARCH.COM M.E.P. ENGINEER ENCON ENGINEERING 4940 EL CAMINO REAL LOS ALTOS, CA 94022 CONTACT: BOB TRIFUNOVIC PHONE: 650.961.8095 FAX: 650.964.3754 EMAIL: BOBOENCON.COM STRUCTURAL ENGINEER TBD LIGHTING CONSULTANT: ISP DESIGN, INC 9245 SW 158 LANE STE. 2002 MIAMI, FLORIDA 33157 CONTACT: SYLVIA BISTRONG PHONE: 305.278.1565 FAX: 305.255 7541 EMAIL: ISPDESIGNOEARTHLINK.NET CONTACTS • 0 GENERAL CONTRACTOR: TBD LANDLORD /BUILDING OWNER: THE WESTFIELD CORPORATION 11601 WILSHIRE BLVD. 12TH FLOOR LOS ANGELES, CA 90025 CONTACT: SHANNON WESTMORE PHONE: 310.445.6889 FAX: 310.478.0957 EMAIL: SWESTMOREOWESTFIELD.COM LANDLORD'S TENANT REVIEW CONSULTANT THE WESTFIELD CORPORATION 11601 WILSHIRE BLVD. 12TH FLOOR R�, LOS ANGELES, CA 90025 °o� F wEo CONTACT: JOSE HERNA NDEZ 41pp4 ' �F°R 4 �F PHONE: 310.575.5918 °kto FAX: 310.478.4468 4ll 16 EMAIL: JHERNANDEZOWESTFIELD.COM C It DIN 4 k&V QN BUILDING DEPARTMENT: DEPARTMENT OF PLANNING AND DEVELOPEMENT 700 FIFTH AVE. SUITE 2000 P.O. BOX 34019 SEATTLE, WASHINGTON 98124 -4019 CONTACT: MAUREEN TRAXLER PHONE: 206.233.3892 1 t\ww\w.@ Smti cwftAcD\oo_cASvv=-e.v AOO 1"'IM2 4'- y ' *y N ... .. .. �... . �. .w..Ywr....�... ...- ..r- wr.w•�•.w.w+wA +. ......w�.�w. J►.•.►. wr�.••r+•r M.IW� -.�w. r. .... A STOCKROOM AREA FLOORING AND BASE PARTITIONS REAR EXIT DOOR SAL BERM I N S C C C • A 1 1 APPLE CARE DESK /EQUIPMENT C C C EMPLOYEE BREAK/RECEIVING EQUIPMENT C STOREFRON C MICROWAVE AND REFRIGERATOR REMARKS C ROLLING GRILLE `9f19REFReNf 90M CC l C LAVATORY +. w• C C STRUCT. COAT HOOKS C 0I GLASS -BEAD BLASTED STAINLESS STEEL 0 C 0 MACH. LOGO Lal!T BOX _ C C C T.B.D. ENTRY FLOOR TO LEASELINE C C MAXIMUM 2 MTL CHANNEL 0 BULKHEAC /N.P. C C C MECH. TUDS AND GYP. BOARD C C C TE STRUT DER C C MEZZANINE 2\, - MFG. INTERIOR /SALES RED IYP.' FLOORING C C MANAGER PARTITIONS C C C MIN. STRUT FRAMING SYSTEM C C U.S. GLASS -BEAD BLASTED STAINLESS STEEL 0 C 0 MISCELLANEOUS NEWMAT LUMINOUS STRETCH CLG SYSTEh C C MTD. DISPLAY TABLE C C VCT SOFTWARE SHELVES C C METAL GRAPHIC SIGN PANEL i 2 FIRE EXTINGUISHER CABINET 0 C GLASS —BEAD BLASTED STAINLESS STEEL VIF FIRE EXTINGUISHER NOT TO SCALE LCD PANEL 0 C N/A GENIUS BAR C C W.H. _ C _ 2 _ N0. /# NUMBER yy/p O.C. ON CENTER yyp, O.D. STOCKROOM AREA FLOORING AND BASE PARTITIONS REAR EXIT DOOR SAL BERM C i c i c C C C C C C C APPLE CARE DESK /EQUIPMENT C C C EMPLOYEE BREAK/RECEIVING EQUIPMENT C C C MICROWAVE AND REFRIGERATOR C C FILING CABINET EMPLOYEE LOCKERS C C LAVATORY ACCESS PANEL FOR LCD PANEL C C STRUCT. COAT HOOKS C C MACH. MACHINE TOILET ROOMS FLOORING AND BASE PARTITIONS CEILING ACCESSORIES MANAGER'S OFFICE C C C C C C C C REMARKS C C 1 1 REMARKS FLOORING AND BASE J C C C PARTITIONS HOUR C CEILING C C DOOR AND HARDWARE C C SAFE C C C C FILING CABINET WHITE BOARD C C LAVATORY STOR. LBS• GENERAL CONSTRUCTION BARRICADE BARRICADE SIGNAGE FIRE EXTINGUISHERS DEMISING WALL STUDS C C - t- 01 REMARKS L C C MODIFICATIONS BY CONTRACTOR 0 C C C L l DEMISING WALL GYPSUM BOARD C C C 6 � - TO BE DETERMINED BY C L LANDLORD/ EXISTING g C GENERAL CONTRACTOR 0 OWNER f APPLE � SCOPE OF WORK LEGEND 2\ • i f & AND (E) EXISTING (N) NEW p AT AC AIR CONDITIONING qpp, ADDENDUM qFF, ABOVE FINISHED FLOOR ARCH. ARCHITECT OR ARCHITECTURAL B.O. BOTTOM OF B.O.H. BACK OF HOUSE BD. BOARD BLDG. BUILDING BULL BULLETIN C.L. CENTER LINE 2 C CONCRETE 0 N UNIT CONC. CONCRETE CONT. CONTINUED OR CONTINUOUS COORD. COORDINATE CORR. CORRIDOR CUB. CUBIC DEMO 2�� DIA. DIAMETER DIV. DTL. DETAIL DWG(S). DRAWING(S) E EAST ELEC. ELECTRIC OR ELECTRICAL Eby, ELEVATIONn E0. EOUAV 1' ETC. ETCETERA F.T. FIRE TREATED FIN. FINISH OR FINISHED FIXT. FIXTURE FLR. FLOOR FT. FOOT /FEET GA. GAUGE GEN. GENERAL G.C. GENERAL CONTRCTOR G.W.B. GYPSUM WALL BOARD GYP. GYPSUM H.C. HOLLOW CORE H.M. HOLLOW METH. H.VAC. HEATING, VENTILATION dt AIR CONDITIONING ABBREVIATIONS mob lip • HDWR. HARDWARE Sim. HR. HOUR SPEC. HT. HEIGHT SQ. IN. INCH(ES) S.S.D. INT. INTERIOR STD. L.L. LANDLORD OR LEASE LINE STL. L1►V• LAVATORY STOR. LBS• POUNDS STRUCT. M.D.F. MEDIUM DENSITY FIBERBOARD SUSP. MACH. MACHINE T.B.D. MAX- MAXIMUM 2 MECH. MECHANICAL TE MQZ. MEZZANINE P. MFG. MANUFACTURER IYP.' MGR. MANAGER U.B.C. MIN. MINIMUM U.S. MISC. MISCELLANEOUS LION MTD. MOUNTED VCT MTL. METAL VEST. N NORTH VIF N.T.S. NOT TO SCALE W N/A NOT APPLICABLE W.H. NIC NOT IN CONTRACT yy/ N0. /# NUMBER yy/p O.C. ON CENTER yyp, O.D. OUTSIDE DIAMETER yyT, p/ OVER DPP. OPPOSITE PART. PARTITION Pi PROJECT PLUMB. PLUMBING PLYWD PLYWOOD R RADIUS R.C.P. REFLECTED CEILING PLAN Rte, REFERENCE REQ'D REQUIRED REV, REVISION RM ROOM S SOUTH S.C. SOLID CORE S.F. SQUARE FOOT /FEET OR STOREFRONT S.S. STAINLESS STEEL SCH. SCHEDULE SECT. SECTION gam, SHEET r • c � 0' SIMILAR SPECIFICATION(S) SQUARE SEE STRUCTURAL DRAWINGS STANDARD(S) STEEL STORAGE STRUCTURAL 2 0 kBE DETERMINED T TELEPHONE TEMPERED TYPICAL UNIFORM BUILDING CODE UNDER SIDE UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VESTIBULE VERIFY IN FIELD WEST WATER HEATER YVITFI WITHOUT WOOD WEIGHT f REVISION SYMBOL 01 DOOR MARK DETAIL REFERENCE SHEET NUMBER ELEVATION REFERENCE SHEET NUMBER R*-REFERENCE TO KEYNOTES SYMBOL LEGEND • 1 t 4: 1� r r 4 4 i�i�"F+�IP« IIfC� 1115 Atloetic Areout Alemede, CA 94501 Tel ill 165 1663 Foi 510 165 1611 .Z W Q W Q ic e •--- -- _...._ ED j HF t- ' t Nr 4Sf�1[= T ()W l -- SECTION REFERENCE SHEET NUMBER (IF DASH OCCURS Store No. R -106 REF. SAME SHEET) DIMENSION TO FACE South Center Mall • OF GYP. OD. FINISH Seattle, Washington (U.O.N.) A Ireeie�e eel trittet �tteritl t��et►ie� lereie ceestittte eri�ieel DETAIL REFERENCE Ili oelellielel toll of tle Irclitecl eel ooh lot It loplicolel, D <j> :B&:j _ SHEET NUMBER esel or lisclesel titiotl trilteo Collett of the Irclitect COON ARCHITECTS -2004 C INTERIOR ELEVATION 111c xxx ~ REFERENCE N o Dote I s s u e WAI1. TO BE REMOVED - - EXISTING CONSTRUCTION TO REMAIN. PATCH AS REQUIRED AFTER DEMOLITION. MAINTAIN REQUIRED RATING 3 o NEW 1 -HR RATED PARTITION ,�.p � NEW PARTIAL HEIGHT WALL 6 4� �-o � NEW STOREFRONT FlNISH TO MATCH EXISTING MALL FINISH BY TENANT � TUBBED WALL ►�� 90 O NEW NON -RATES PARTITION r ' 1 2 28 MAY 04 ISSUE FOR PERMIT 4_ AUG 04 _ REVISION 2 - pU CEh"E' Project N0. 41610 r -_ scene NO SCALE Droving Title NOTES & SCHEDULES 1t\AppM\Aw4- Sou Ww t► \W \00_COVER\ I .DING $resist No. t h L . w a `�? s r- 91 -.t: WALL LEGEND - r�sw w,. ...►r,.... �..•..�..� ..+,._ .. .... .•w.«.— ..r.... . .. +..•.,r .... Mme".•- �Iw.Mw.+� ... .« � .. ....•.ter ,. .wr•A.Sb�r• � .k.. w.. .i -» ....• mss+••.• �w .. i..� - •� ,a � o f ,. w..� �Nk...r NA TY. NO. 'LOCATION (DENTRY DETAIL N�l�ER HEAD O2 SALES / BOH O3 OFFlCE - - O4 SALES / TOILET DOOR PULL - D -LINE B112 ♦0, 630 FINISH, 38 MM DIA. X 3' -0" L HANDLES (CAT. NO. 94.14.4812.02:036 /32) 1 E !1� 5 REAR EXIT &Er-r eE SET DOOR NIZE INOMINAL'l 0 TYPE 'WI X HEIGHT X THICKNESS Al 14' -11" x 7' - 10" C 1 3 1 -3 1/2 X 7 -10" X 3/8" D1 3' -0" X 7' -0" X 1 3/4" 61 3' -3 1/2" X 7' -10" X 3/8" D1 3' X 7' -0" X 1 3/4" " a ll " .. � POOR MATERIAL FRAME RATNIIQ DETAIL N�l�ER HEAD REMARU I NOTU METAL METAL NONE -AAM- 10 - AA5.1' S 5.0' .35 HARDWARE GROUP Al DOOR PULL - D -LINE B112 ♦0, 630 FINISH, 38 MM DIA. X 3' -0" L HANDLES (CAT. NO. 94.14.4812.02:036 /32) 1 E SS1 SS1 NONE 6 10 7.3 A7.3 7.3 HARDWARE GROUP C1 HOLLOW METAL HOLLOW METAL _ NONE 2 ' 1 - 7.3 7.3 HARDWARE GROUP D1 _ SS1 SS1 NONE _ 6 12 'S 7.3 7.3 _ _ HARDWARE GROUP 81� OR PULL - D -UNE 81 12.0, 630 FINISH. 32 MM DLk X 3' -0" 1 HANDLES (CAT. NO. 94.14.4812,02.036 /32) HOLLOW METAL NONE .3 2 7 11� 7 7.3 .3 1 E HOLLOW METAL HARDWARE GROUP E1 1 E EA P NONE 1 E ^n^i 193 r DOOR SCHEDULE 6 o� r �I I LOCATION FLOOR BASE WALL MAT'L I W FINISH CEILING MAT'L I CEILING FINIS SA AREA ST1 / SS1 B� wv+��crua� SFt IN LES MGR OFFIC VCT 81 GYP. 80. P1 GYP. B0. S TOCKROOM VCT 81 GYP. BD. P1 OPEN NE TOILET ROOMS 1 ?_ 82 GYP. BD. GYP. BD. - � R SCHEDULE GYPSUM BGAeQ; ASTM E -64 UNDER THE MILL - BURTON ACT. FLAME SPREAD RATE OF 15 FUEL CONTRIBUTION OF 15 AND SMOKE DENSITY OF 0. TYPE Al - ENTRY GRILLE r PULLS QTY: I DESCRIPTION: Al: ENTRY ROLLING GRILLE 1 EA _KEYED SWITCH 1 EA L —LOCK COREHANDLES NOTE: PROVIDE CONSTRUCTION CORE UNTIL TURN OVER A n. Ae%e% rn ^nnc► /n♦ (n nr- nnnnn� _ _ 1 EA RIM CYLINDER - BEST 1E72, 626 FINISH �] EA MORTISE CYYNNDER - BEST 1 E74 X C4, 626 FINISH ORTISE CYLINDER - BEST J E74 X C4 626 FINISH EA ARMOR PLATE - TRIMCO 30' X 46', 630 FINISH - LOCATED ON BOH SIDE 1 EA VIEWER - IVES U70013260, 63 FINISH - LOCATED 0 4'- 10 1 EA POWER SUPPLY - SDC 602RF, 630 FINISH 1 EA THRESHOLD - PEMKO 2005AT, 630 FINISH ___i__._ 1 EA UZZER /BELL PUSH - FSB 3863 00 6204, 630 FINISH 1 N P _ EA D OO R B UTTON - PEMKO 0 309PwP 1 EA EGRESS ALARM W INDICATOR LIGHT - DETEX EA -250OF MS20495 X PP5152 -? HARDWARE GROUP - m I __ _. - - o f w 1 -0 " 3/8" CLEAR TEMPERED GLASS z TYPE A2— GLASS ENTRY of of N I ' -3 1/2 so TYPE 8 SALES /TOILET H.M. FRAME p 1 i r VIEWER > - --- C) � o — _ H.M. DM P1 \\ _SEE DOOR SCHEDULE DOOR TYPE 3 5 TYPE D- OFFICE &EXIT DOOR TYPES 8' -0" UNITS (2x4) 10 UNITS (2x4) TOTAL CUBIC VOLUME RO co Mp� POLE GD PoQ pVE 1 pp4 vjda G\ � �G o� ssi 4 1 of �1 I N ' -3 1/2' TYPE C1- SALES/130H c, I' 0 � 1 -0 PE D CLOSET 1 1 9 9 800 800 CU. Ff. STOCK UNIT CALCULATION 0 r� . ASTM F- 1066 -95A COMP-1 CLASS 2 WfTH UU FLAME SPREAD RATING OF LESS THAN 75. NFPA 253 (ASTM E -648) CLASS 1 RADIANT PANEL TEST -1.0 OR MORE 1 Z x 7 Z I ILLS t t i 4 FABRIC, c UNG: t ASTM E -84 UNDER THE ' MILL - BURTON ACT FLAME SRPEAD RATING OF 200 SMOKE DENSITY OF 450 r FLAME SPREAD RATINGS CODE MATERIAL MANUFACTURER DESCRIPTION CATALOG NO. P (z ASH,1 PAINT : SHERWIN WILLIAMS 2 P1 INTERIOR PAINT CONTACT: ZURICH WHITE, EGGSHELL ---- P3 INTERIOR PAINT CONTACT: EPDXY PAINT #SW1900, SEMI -GLOSS PHONE. Store No. R -106 South Center Mall Seattle, Washington 2 FLOORING Ireeiele eel Witte ■oteriol op'eeriel kereie ceeetitete srilieel led eepellisled folk of Ile Irclitect lid mey lot be deplicotel. ST1 SOLID SURFACE CONTACT D lied or disclosed aitloet arittee Collett of the Irclitect PHONE c�DH ARCHITECTS -2004 VCT V.C.T. CONTACT. GRANITE GRAY #52125 o A o C XXX � I (PHONE: # 603 ASH 4' TOELESS W/ MOLED CORNERS TBD BASE BURKE MERCER 61 BASE CONTACT: PHONE: TBD 82 BASE CONTACT: PHONE: METALS SS1 I STAINLESS STEEL CONTACT: iPHONE: SPECIAL FINISHES NEWb1AT SFt FABRIC CEILING CONTACT: PHONE: FPL PLASTIC LAM PIONITE FINISH AND MATERIA STAINLESS STEEL PANELS GLASS BEAD BLASTED SIZE VARIES STRETCH PVC FABRIC MMfTE /CLEAR MATTE LUMINOUS swa> > WHITE SUEDE L LEGEND �r. Y • '4' �� ♦j 4 A . , d 7l, Q41 � s 4 1115 AIleefic AreR�e 1loeaelo, CA 14501 del 510 8G5 1613 f�� 510 115 1111 U w O U W Nv Date IISUI 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG 04 REVISION 2 Tt �K p Proj No. 41610 Scale NO SCALE Drevini title NOTES do SCHEDULES R \�OOwV+ook- 5outr +�,�,t+�•�C0 \OG_COVER�02 -d.G R y �- ♦r i �'• .�. ` �:`; � reeve. � ` ' ' ' , . . .... _ ..•.... � +,r•..�...,....- ►.......r.r. ►.. «.....«r+«..... ww+..... ...►.+w .;:+: .. ...:•ro.L.. �+w�IN1► ai•aw/� +' ... .. y1.i�.rS :'IiF ��w r�.�r ; �Z;*: �y. .. .�►•�.�r�.+.•+•. w. ter. - .w..+•n•A .....,.r - ».. "�,.,,�... 14 4 1: S SALES TO I LET ROOM : 1 EF A B 1 CONCEALED PIVOT FLOOR CLOSER - DORMA BTS; 80/G. 630 FINISH 2 E EA D DOOR PULL - D -LINE B112 ♦0, 630 FINISH, 38 MM DIA. X 3' -0" L HANDLES (CAT. NO. 94.14.4812.02:036 /32) 1 E EA P PRIVACY LOCKSET - FBS 1744 0060 W10 INDICATOR, 630 FINISH 1 E EA F FLOOR MOUNTED DOOR STOP - FSB 3881, 630 FINISH 1 E EA S SMOKE GASHETS - PEMKO LS88. BLACK Cl: S SALES BACK OF HOUSE (BOH): 1 E EA C CONCEALED PIVOT FLOOR CLOSER - DORMA BTS; 80 /G, 630 FINISH 2 O OR PULL - D -UNE 81 12.0, 630 FINISH. 32 MM DLk X 3' -0" 1 HANDLES (CAT. NO. 94.14.4812,02.036 /32) EA E ELECTROMAGNETIC DOOR LOCK - SECURITRON MAGNALOCK, 630 FINISH 1 E EA P PROXIMITY SENSOR 1 E EA P POWER SUPPLY - 631 PF 1 E EA F FLOOR MOUNTED DOOR STOP -- FSB 3881, 630 FINISH 1 E EA J J SMOKE GASHETS - PEMKO I BLACK _ NOTE: D DOOR L _ _ D1: B BACK OF HOUSE (BOULMANAGER ' S OFFICE): AS REQ D. BEARING HINGES - MCKINNEY TA714 4.5 X 4.5, 626 FINISH 1 E EA E ELECTRIC HINGE - MCKINNEY CC4TA714 4.5 X 4.5 626 FINISH 1 E EA _ E I F FA S URFACE MOUNTED CLOSER - DORMA 8916, 626 FINISH - LOCATED ON OFFICE SIDE OF DOOR 1 E EA F FLOOR MOUNTED DOOR STOP - FSB 3881, 630 FINISH 1 E EA S SMOKE GASHETS - _ 1 E EA M _PEMKO # 1 _ E EA K KEYPAD - SDC 917, 630 FINISH /4'. � 1 E EA t- -ARMOR PLATE - DJ 30' X 46, 630 FINISH - LOCATED ON BOH SIDE '— ' 1 E EA POWER SUPPLY - SDC 631 RF _ 1 E EA C _ . El: B BACK OF HOUSE BOH REAR EXIT: 4 E EA B BEARING HINGES - MCKINNEY TA714 4.5 X 4.5, 626 FINISH 1 E EA P PANIC BAR AND LEVER - DETEX F1008 -BP1 X 08TA ADVANTEX, 626 FINISH _S EA S SURFACE MOUNTED CLOSER - DORMA 8901 1 E EA F FLOOR MOUNTED STOP - FSB 3881 6204, 630 FINISH _ 1 E EA S SMOKE GASKETS - PEMKO JS88W WHITE 1 1 E EA M MONITOR CONTACT _ _ �] EA MORTISE CYYNNDER - BEST 1 E74 X C4, 626 FINISH ORTISE CYLINDER - BEST J E74 X C4 626 FINISH EA ARMOR PLATE - TRIMCO 30' X 46', 630 FINISH - LOCATED ON BOH SIDE 1 EA VIEWER - IVES U70013260, 63 FINISH - LOCATED 0 4'- 10 1 EA POWER SUPPLY - SDC 602RF, 630 FINISH 1 EA THRESHOLD - PEMKO 2005AT, 630 FINISH ___i__._ 1 EA UZZER /BELL PUSH - FSB 3863 00 6204, 630 FINISH 1 N P _ EA D OO R B UTTON - PEMKO 0 309PwP 1 EA EGRESS ALARM W INDICATOR LIGHT - DETEX EA -250OF MS20495 X PP5152 -? HARDWARE GROUP - m I __ _. - - o f w 1 -0 " 3/8" CLEAR TEMPERED GLASS z TYPE A2— GLASS ENTRY of of N I ' -3 1/2 so TYPE 8 SALES /TOILET H.M. FRAME p 1 i r VIEWER > - --- C) � o — _ H.M. DM P1 \\ _SEE DOOR SCHEDULE DOOR TYPE 3 5 TYPE D- OFFICE &EXIT DOOR TYPES 8' -0" UNITS (2x4) 10 UNITS (2x4) TOTAL CUBIC VOLUME RO co Mp� POLE GD PoQ pVE 1 pp4 vjda G\ � �G o� ssi 4 1 of �1 I N ' -3 1/2' TYPE C1- SALES/130H c, I' 0 � 1 -0 PE D CLOSET 1 1 9 9 800 800 CU. Ff. STOCK UNIT CALCULATION 0 r� . ASTM F- 1066 -95A COMP-1 CLASS 2 WfTH UU FLAME SPREAD RATING OF LESS THAN 75. NFPA 253 (ASTM E -648) CLASS 1 RADIANT PANEL TEST -1.0 OR MORE 1 Z x 7 Z I ILLS t t i 4 FABRIC, c UNG: t ASTM E -84 UNDER THE ' MILL - BURTON ACT FLAME SRPEAD RATING OF 200 SMOKE DENSITY OF 450 r FLAME SPREAD RATINGS CODE MATERIAL MANUFACTURER DESCRIPTION CATALOG NO. P (z ASH,1 PAINT : SHERWIN WILLIAMS 2 P1 INTERIOR PAINT CONTACT: ZURICH WHITE, EGGSHELL ---- P3 INTERIOR PAINT CONTACT: EPDXY PAINT #SW1900, SEMI -GLOSS PHONE. Store No. R -106 South Center Mall Seattle, Washington 2 FLOORING Ireeiele eel Witte ■oteriol op'eeriel kereie ceeetitete srilieel led eepellisled folk of Ile Irclitect lid mey lot be deplicotel. ST1 SOLID SURFACE CONTACT D lied or disclosed aitloet arittee Collett of the Irclitect PHONE c�DH ARCHITECTS -2004 VCT V.C.T. CONTACT. GRANITE GRAY #52125 o A o C XXX � I (PHONE: # 603 ASH 4' TOELESS W/ MOLED CORNERS TBD BASE BURKE MERCER 61 BASE CONTACT: PHONE: TBD 82 BASE CONTACT: PHONE: METALS SS1 I STAINLESS STEEL CONTACT: iPHONE: SPECIAL FINISHES NEWb1AT SFt FABRIC CEILING CONTACT: PHONE: FPL PLASTIC LAM PIONITE FINISH AND MATERIA STAINLESS STEEL PANELS GLASS BEAD BLASTED SIZE VARIES STRETCH PVC FABRIC MMfTE /CLEAR MATTE LUMINOUS swa> > WHITE SUEDE L LEGEND �r. Y • '4' �� ♦j 4 A . , d 7l, Q41 � s 4 1115 AIleefic AreR�e 1loeaelo, CA 14501 del 510 8G5 1613 f�� 510 115 1111 U w O U W Nv Date IISUI 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG 04 REVISION 2 Tt �K p Proj No. 41610 Scale NO SCALE Drevini title NOTES do SCHEDULES R \�OOwV+ook- 5outr +�,�,t+�•�C0 \OG_COVER�02 -d.G R y �- ♦r i �'• .�. ` �:`; � reeve. � ` ' ' ' , . . .... _ ..•.... � +,r•..�...,....- ►.......r.r. ►.. «.....«r+«..... ww+..... ...►.+w .;:+: .. ...:•ro.L.. �+w�IN1► ai•aw/� +' ... .. y1.i�.rS :'IiF ��w r�.�r ; �Z;*: �y. .. .�►•�.�r�.+.•+•. w. ter. - .w..+•n•A .....,.r - ».. "�,.,,�... 14 4 o f w 1 -0 " 3/8" CLEAR TEMPERED GLASS z TYPE A2— GLASS ENTRY of of N I ' -3 1/2 so TYPE 8 SALES /TOILET H.M. FRAME p 1 i r VIEWER > - --- C) � o — _ H.M. DM P1 \\ _SEE DOOR SCHEDULE DOOR TYPE 3 5 TYPE D- OFFICE &EXIT DOOR TYPES 8' -0" UNITS (2x4) 10 UNITS (2x4) TOTAL CUBIC VOLUME RO co Mp� POLE GD PoQ pVE 1 pp4 vjda G\ � �G o� ssi 4 1 of �1 I N ' -3 1/2' TYPE C1- SALES/130H c, I' 0 � 1 -0 PE D CLOSET 1 1 9 9 800 800 CU. Ff. STOCK UNIT CALCULATION 0 r� . ASTM F- 1066 -95A COMP-1 CLASS 2 WfTH UU FLAME SPREAD RATING OF LESS THAN 75. NFPA 253 (ASTM E -648) CLASS 1 RADIANT PANEL TEST -1.0 OR MORE 1 Z x 7 Z I ILLS t t i 4 FABRIC, c UNG: t ASTM E -84 UNDER THE ' MILL - BURTON ACT FLAME SRPEAD RATING OF 200 SMOKE DENSITY OF 450 r FLAME SPREAD RATINGS CODE MATERIAL MANUFACTURER DESCRIPTION CATALOG NO. P (z ASH,1 PAINT : SHERWIN WILLIAMS 2 P1 INTERIOR PAINT CONTACT: ZURICH WHITE, EGGSHELL ---- P3 INTERIOR PAINT CONTACT: EPDXY PAINT #SW1900, SEMI -GLOSS PHONE. Store No. R -106 South Center Mall Seattle, Washington 2 FLOORING Ireeiele eel Witte ■oteriol op'eeriel kereie ceeetitete srilieel led eepellisled folk of Ile Irclitect lid mey lot be deplicotel. ST1 SOLID SURFACE CONTACT D lied or disclosed aitloet arittee Collett of the Irclitect PHONE c�DH ARCHITECTS -2004 VCT V.C.T. CONTACT. GRANITE GRAY #52125 o A o C XXX � I (PHONE: # 603 ASH 4' TOELESS W/ MOLED CORNERS TBD BASE BURKE MERCER 61 BASE CONTACT: PHONE: TBD 82 BASE CONTACT: PHONE: METALS SS1 I STAINLESS STEEL CONTACT: iPHONE: SPECIAL FINISHES NEWb1AT SFt FABRIC CEILING CONTACT: PHONE: FPL PLASTIC LAM PIONITE FINISH AND MATERIA STAINLESS STEEL PANELS GLASS BEAD BLASTED SIZE VARIES STRETCH PVC FABRIC MMfTE /CLEAR MATTE LUMINOUS swa> > WHITE SUEDE L LEGEND �r. Y • '4' �� ♦j 4 A . , d 7l, Q41 � s 4 1115 AIleefic AreR�e 1loeaelo, CA 14501 del 510 8G5 1613 f�� 510 115 1111 U w O U W Nv Date IISUI 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG 04 REVISION 2 Tt �K p Proj No. 41610 Scale NO SCALE Drevini title NOTES do SCHEDULES R \�OOwV+ook- 5outr +�,�,t+�•�C0 \OG_COVER�02 -d.G R y �- ♦r i �'• .�. ` �:`; � reeve. � ` ' ' ' , . . .... _ ..•.... � +,r•..�...,....- ►.......r.r. ►.. «.....«r+«..... ww+..... ...►.+w .;:+: .. ...:•ro.L.. �+w�IN1► ai•aw/� +' ... .. y1.i�.rS :'IiF ��w r�.�r ; �Z;*: �y. .. .�►•�.�r�.+.•+•. w. ter. - .w..+•n•A .....,.r - ».. "�,.,,�... 14 4 � I (PHONE: # 603 ASH 4' TOELESS W/ MOLED CORNERS TBD BASE BURKE MERCER 61 BASE CONTACT: PHONE: TBD 82 BASE CONTACT: PHONE: METALS SS1 I STAINLESS STEEL CONTACT: iPHONE: SPECIAL FINISHES NEWb1AT SFt FABRIC CEILING CONTACT: PHONE: FPL PLASTIC LAM PIONITE FINISH AND MATERIA STAINLESS STEEL PANELS GLASS BEAD BLASTED SIZE VARIES STRETCH PVC FABRIC MMfTE /CLEAR MATTE LUMINOUS swa> > WHITE SUEDE L LEGEND �r. Y • '4' �� ♦j 4 A . , d 7l, Q41 � s 4 1115 AIleefic AreR�e 1loeaelo, CA 14501 del 510 8G5 1613 f�� 510 115 1111 U w O U W Nv Date IISUI 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG 04 REVISION 2 Tt �K p Proj No. 41610 Scale NO SCALE Drevini title NOTES do SCHEDULES R \�OOwV+ook- 5outr +�,�,t+�•�C0 \OG_COVER�02 -d.G R y �- ♦r i �'• .�. ` �:`; � reeve. � ` ' ' ' , . . .... _ ..•.... � +,r•..�...,....- ►.......r.r. ►.. «.....«r+«..... ww+..... ...►.+w .;:+: .. ...:•ro.L.. �+w�IN1► ai•aw/� +' ... .. y1.i�.rS :'IiF ��w r�.�r ; �Z;*: �y. .. .�►•�.�r�.+.•+•. w. ter. - .w..+•n•A .....,.r - ».. "�,.,,�... 14 4 METALS SS1 I STAINLESS STEEL CONTACT: iPHONE: SPECIAL FINISHES NEWb1AT SFt FABRIC CEILING CONTACT: PHONE: FPL PLASTIC LAM PIONITE FINISH AND MATERIA STAINLESS STEEL PANELS GLASS BEAD BLASTED SIZE VARIES STRETCH PVC FABRIC MMfTE /CLEAR MATTE LUMINOUS swa> > WHITE SUEDE L LEGEND �r. Y • '4' �� ♦j 4 A . , d 7l, Q41 � s 4 1115 AIleefic AreR�e 1loeaelo, CA 14501 del 510 8G5 1613 f�� 510 115 1111 U w O U W Nv Date IISUI 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG 04 REVISION 2 Tt �K p Proj No. 41610 Scale NO SCALE Drevini title NOTES do SCHEDULES R \�OOwV+ook- 5outr +�,�,t+�•�C0 \OG_COVER�02 -d.G R y �- ♦r i �'• .�. ` �:`; � reeve. � ` ' ' ' , . . .... _ ..•.... � +,r•..�...,....- ►.......r.r. ►.. «.....«r+«..... ww+..... ...►.+w .;:+: .. ...:•ro.L.. �+w�IN1► ai•aw/� +' ... .. y1.i�.rS :'IiF ��w r�.�r ; �Z;*: �y. .. .�►•�.�r�.+.•+•. w. ter. - .w..+•n•A .....,.r - ».. "�,.,,�... 14 4 1 • F1 .1 EXISTING DEMISING WALL TO REMAIN 1.2 REMOVE EXISTING FINISH FLOOR MATERIAL TO SUBFLOOR. FLOOR SURFACE TO BE SMOOTH AND ABLE TO ACCEPT NEW FINISH. 1.3 REMOVE EXISTING CEILINGS, SOFFITS, AND ALL RELATED NON— STRUCTURAL ELEMENTS (LIGHT FIXTURES, DUCTS, GRILLES, PLUMBING LINES AND ELECTRICAL CONDUITS) RELATED TO LEASED PREMISES TO STRUCTURE ABOVE. 1.4 REMOVE DUSTING WALL OR PARTITION 1.5 REMOVE ALL ELEMENTS OF OF EXISTING STOREFRONT TO UNDERSIDE OF STRUCTURE AND OR EXISTING MALL BULKHEAD. • DEMOLITION GENERAL NOTES F MALL EXISTING DUCT (DO NOT TOUCH) VERIFY WITH MALL ENG. PRIOR ANY WORK. 1. IT IS THE INTENT ON THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, STOREFRONT, AND SIGNAGE. THE REMAINING CONCRETE FLOOR, AND EXPOSED UNDERSIDE OF STRUCTURE (U.O.N.) COORDINATE WITH MECHANICAL DRAWINGS IF ANY EXISTING EQUIPMENT IS TO REMAIN. SPRINKLER MAINS TO REMAIN. f 26' -4 v i t: _ 0 0 "_ 2 3 , ± 23 1 -6 ±4' -6 � sir y r DEMOLITION PLAN 1 2. CONTRACTOR TO INSPECT SITE PRIOR TO PREPARING BIDS. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES IN DRAWINGS OR WORK REQUIRED THAT IS NOT SHOWN IN DRAWINGS. 3. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. 4. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. ' 5. PROVIDE, ERECT AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. 6. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTIUTY COMPANY AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. t ; 7. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION, AND DETERMINE WHETHERE ANY COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR TO DEMOLITION. 8. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE UNES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. 9. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOUSHED. IMMEDIATELY REMOVE FROM SITE. 10. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS, PHASE DEMOLRION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 11. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 12. REPAIR ALL DEMOLITON PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER. 13. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 14. REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE ARCHITECT. 15. COORDINATE DEMOUTION AND DEBRIS REMOVAL WITH MALL ..MANAGEMENT. 16. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE LIABLE FOR ANY DAMAGES CAUSED BY EXISTING WATER LEAKAGES AND MOLDS. WE RECOMMEND THAT ANY WATER DAMAGE THAT IS DISCOVERED PRIOR TO THE START OF THE REMODEL BE CORRECTED PRIOR TO STARTING ANY NEW WORK, AND THE OWNER SHOULD HAVE THE ENVIRONMENTAL ENGINEER REVIEW THE PROJECT. 17. IF THE SCOPE OF WORK INCLUDES EXTERIOR DEMOLITION, PROVIDE TEMPORARY WEATHER PROTECTION DURING CONSTRUCTION TO PREVENT WATER DAMAGE TO STRUC TDAILY j; 11 INTERIOR OF BUILDING. Cpp C 18. DO NOT ALLOW DEMOLISHED MATERIAL TO COLLECT AN REI p A HAZARD. REMOVE FROM SITE ON A REGULAR BASIS; REQUIRED. j ;• y 1 - I 1115 AI!ol!ic Ave lue Aie■elo, to 94501 T11 510 165 1663 fo1 510 165 1611 ,, 1 t AAA Store No'. R -106 South Center Mall Seattle,, Washington Ireeiels oel erittes •oleriol oppeorioj lereie co11Mete eriiieol ool oopellislel fort of tle Arclitect eel oil oot If dip lice led , osel or lisclosel vithoot irillee comet of the ilrchitect 0H ARCHITECTS -1004 1AQC XXX vo. Dote Issee 07 MAY 04 DD SET MAY 04 ISSUE FOR PERMIT A 3 t i 0 Q REMOVE EXISTING MECHANICAL EQUIPMENT AND DUCT WORK NOT TO BE RE —USED IN NEW SCHEME. SEE MECH. DWGS. 1.8 EXISTING ELECTRICAL PANELS TO REMAIN. SEE ELEC. DWGS. 1.9 REMOVE EXISTING DOOR AND DOOR FRAME �•� (E) STRUCTURAL COLUMN — FlNISHES TO BE REFRAMED TIGHT �•� (N) BARRICADE BY G.C., GRAPHICS SUPPLIED BY APPLE, INSTALLED BY G.C. SEE SHEET A1.1 KEYNOTES 6 19. DO NOT BLOCK ANY REQUIRED EXITWAYS. ERECT I � ._�� COW ILA AND TEMPORARY LIGHTING IF REQUIRED TO MAINTAIN NG JUN 16 2m + PA OF TRAVEL. . LStnu 20. FOR REMOVAL/ RELOCATION OF HVAC EQUIPMENT, DUCTWORK, ELECTRICAL AND PLUMBING LINES, SEE MECHANICAL do ELECTRICAL DWGS. 21, THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND CONTACT THE OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. 22. COMPLY WITH APPLICABLE LOCAL, STATE OF FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 23 COORDINATE DEMO LITION WORK WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. project No. 41612 St11t __ I J4 1 � _ O w D r v I fi T i t l e DEMOLITION PLAN '�vba•V�oa• so�c�c.�•�co�o� _o.mo�, o.e.� r. r .. .. .. .. .. ._ _. -•._. _ .. ,...,.. T..�.,.� i. - +..`+w. .s+ %.�..�M...+v. r►.r .*►. .:rwwtr+�.M�.w "i�.: ".�.�+w�.r�i�Y -. , �...r��ji :.r.rfiw.r.: �`r ++� +M.rw ��.q.Y...... a� ...I.. +r+.l+w�.�1..� .. ... .. ».� . .. - - 'r emu. ,v ..}. -ic , w.r s, � r 44 r �14L. • THE SIZE AND LOCATION OF THE APPLE LOGO ANDINTERNET ADDRESS (URL) SHOULD BE DETERMINED AS PERCENTAGES OF THE OVERALL HEIGHT OF THE BARRICADE (SEE SHEET A1.0). GRAPHICS AND TYPE SHOULD BE CENTERED INHORIZONTAL SPACE. • WHEN BARRICADE HAS DOORS IN CENTERLOCATION, LOCATE GRAPHIC ON BARRICADE SURFACE WITH BEST EXPOSURE AS DETERMINEDBY APPLE PROJECT MANAGER. MIE81AL • ALL EXTERIOR SURFACES OF THE BARRICADESHOULD BE PAINTED TO MATCH BENJAMINE MOORE JET BLACK, COLOR 2120 -10, SEMIGLOSS LATEX HIGH QUALITY PAINT. • ALL ARTWORK SHOULD BE PRODUCED ON ADHESIVE VINYL, 3M SCOTCHCAL MATTE WHITE. • TO INSURE THAT THE PAINT DRIES THOROUGHLY, THE BARRICADE SHOULD BE PAINTED SEVEN DAYS BEFORE APPLYING VINYL ARTWORK. • THE APPLE LOGO AND URL SHOULD ALWAYS APPEAR AS OPAQUE WHITE ON A BLACK BACKGROUND. • CONTACT APPLE RETAIL DEVELOPMENT IF THE MALL HAS OTHER REQUIREMENTS. • APPLE WILL SUPPLY ALL ARTWORK AS ADOBE ILLUSTRATOR AND ADOBE ACROBAT PDF FILES. • THE ARTWORK PROVIDED IS BASE=D ON A 10 —FOOT —HIGH BARRICADE AND SHOULD BE SCALED PROPORTIONALLY TO CORRESPOND TO THE HEIGHT OF THE ACTUAL BARRICADE. • VERIFY ACTUAL OPENING AND INSTALLATION DATES WITH APPLE PROJECT MANAGER PRIOR TO PRODUCTION. • THE OPENING DATE SHOULD BE SET BY THE FABRICATOR USING MYRIAD APPLE MEDIUM. • THE HEIGHT OF THE UPPER CASE 0 0" IN "OPENING" SHOULD BE THREE PERCENT OF THE OVERALL HEIGHT OF I HC BARRICADE AS INDICATED ABOVE. • NO TRACKING IS REQUIRED. KERN ONLY BEFORE THE COMMA AND BEFORE THE FINAL PERIOD TO TIGHTEN THE SPACE TO MATCH THE SAMPLE ABOVE. • THE VINYL ARTWORK WITH THE OPENING DATE SHOULD BE INSTALLED TWO WEEKS PRIOR TO THE STORE OPENING. BARRICADE NOTES 11 U 4 '8' j0" r LEASE UNE, WHERE OCCURS (E) BULKHEAD (WHERE OCCURS) VISQUEEN GYP. BD. OVER 3 -5/8" 25 GA. METAL STUDS AT 24" O.C. MUD & TAPE JOINTS TYP. SMOOTH FINISH PAINT t� N r-- 1� BARRICADE SECTION 17 OF 3 -5/8" X 25 GA. METAL STUD BRACING AND BOTTOM STRUTS AT 10'— O.C. MAX. SECURE BOTTOM STRUTS W/ SANDBAGS AS REQUIRED. L! 4* —ow 1 " X 12" M.D.O. BASE MIN. 4- c �M =09 K tp 0 v � A* r � CENTER OF APPLE/ � TYPE/ BARRICADE FRONT 1!w / r :4. spa s• �; 1115 Atlaetic Areeve N:emeie, CA 94501 Tel 510 815 1663 f el 510 865 1611 W 0 ,W 6216 1 4 ti BARRICADEPLAN 2 �E- Ml Store No. R -106 South Center Mall Seattle,, Washington Ireeisp eel srittee moteriel e'Aeoriel lereio coestilote erilioel oil eepellislel veil of tle Irclilect eel sty vet be lepliceted, z; esed or disclosed vitkoet vriitee ceeseot of the Architect 0H ARCHITECTS -2004 0AQC xxx 'ro. /ote 1 :sue 03 MAY 04 DD SET 4ISSUE FOR PERMIT Project No. 41612 Sco1e 1 /2 = 11— Ow D r • i r ; n T I i e BARRICADE DETAILS R\�oo1.\/�oc� soun�ca+o.�c� \Ot _o.•+�oVe, � .e.a 1 r� l i�, �♦.r`.�'�'f w ;,# f `. `z BARRICADE SIGNAGE 1 ,. .. _ . .� .� . _. _ _. � +�,..rwr._ w . ,,.,,,�• .:,,, ....a..:.,A .w • .` .. .iw- . I. .+I .. « b-..� t, w4 , t!t� • ., ..H.�►1. y�M�7' �LJ'. e� , • •�.�ri.�.�i j�.7�i.ii� " - ,1.:+++ ...f. ?.... .. - a 1► . - .+V�^. � r+. 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ON ONE SIDE) o NEW STOREFRONT FINISH BY TENANT TO MATCH EXISTING MALL FINISH '. � NEW DEMISING WALL BY LANDLORD r 1 KEYNOTE LEGEND 2 (E) COLUMN TO REbWN, EXACT COLUMN LOCATION TO BE V.I.F., PURR TIGHT TO COLUMN AS REQUIRED TO MAINTAIN FIRE RATING 2 LINE OF ADJACENT TENANT STOREFRONT LINE OF STOREFRONT PROJECTION AND ENTRY PORTAL ABOVE Z, FURRED WALL TO UNDERSIDE OF DECK 2 2Q. 5/8' GYPSUM BOARD OVER STRUT FRAMING. SEE DETNLS 6- 12/A7.3 �E OMPj,,ANCE ,pPPR A � � 9 2004 Of Tukwila pIVi51 BUILDIN SYMBOL LEGEND HOSE BIB CO FLOOR DRAIN AT TOILEfR00M C CI IIIs A1 1011ic AVON of Ali mtii, CA 94501 le( 510 I M 510 115 1611 • w F-- O W r 621 I i . < HE ATI- OF WASHING'(044 It f to Store No. R -106 South Center Mall Seattle,, Washington Iroeiejo eel writtee ■eteriele'peerisl lereie ceestitote erilieel eel eep111is1e1 fell 11 He Irclitect eel III let If deplicetel, lied of lisciesel fitleet friltee ceeseet of t1e Irclitect ©OH ARCHITECTS -2004 QAQC XXX N0. Dote Issue 7 MAY 04 DD SET 28 MAY 04 ISSUE FOR PERMIT 22 04 AUG 04 REVISION 2 aECIE o G 1 Proj No. 41610 S c4It j4" : 1'— O N brow�nI Titl PARTITION PLAN 1 t\00*VI S*v"4wIIIoer \C0\02—K 6\1120.0WC statist Ill. mo AiI • Y _ •. ♦ . . ..�� _.. ♦ ..✓y►... ... •.. M .. .... ..w•�n. w...w...�. ♦ ._. `'....y�..•�,..... 4. 4 ••�-. r.V• M�h_ .�. �..� !•'� .•.K 4�..� /IWMR�.R'w_'�1•.. 'NM'.' . ? J y� �p� •. /^•� 1! . �.. �K'�• • M'_ • � N I - H w N � t CO 0 =s : sL oil W ®_ O 1 VOID 7' -8 1/2' �� --sir p I Z.1 w I � I I r �I e I —O w I � N tB I \I..,- LEGEND OOM TAG ROOM NAME WALL TYPE LEGEND D EXISTING CONSTRUCTION TO REMNN. PATCH AS REQUIRED AFTER DEMOLITION. MAINTAIN REQUIRED RATING In NEW 1 -HR RATED PARTITION t. ... Sn NEW PARTIAI. HEIGHT PARTITION M=773 NEW FULL HEIGHT PARTITION (5/8" GYP. BD. ON ONE SIDE) o NEW STOREFRONT FINISH BY TENANT TO MATCH EXISTING MALL FINISH '. � NEW DEMISING WALL BY LANDLORD r 1 KEYNOTE LEGEND 2 (E) COLUMN TO REbWN, EXACT COLUMN LOCATION TO BE V.I.F., PURR TIGHT TO COLUMN AS REQUIRED TO MAINTAIN FIRE RATING 2 LINE OF ADJACENT TENANT STOREFRONT LINE OF STOREFRONT PROJECTION AND ENTRY PORTAL ABOVE Z, FURRED WALL TO UNDERSIDE OF DECK 2 2Q. 5/8' GYPSUM BOARD OVER STRUT FRAMING. SEE DETNLS 6- 12/A7.3 �E OMPj,,ANCE ,pPPR A � � 9 2004 Of Tukwila pIVi51 BUILDIN SYMBOL LEGEND HOSE BIB CO FLOOR DRAIN AT TOILEfR00M C CI IIIs A1 1011ic AVON of Ali mtii, CA 94501 le( 510 I M 510 115 1611 • w F-- O W r 621 I i . < HE ATI- OF WASHING'(044 It f to Store No. R -106 South Center Mall Seattle,, Washington Iroeiejo eel writtee ■eteriele'peerisl lereie ceestitote erilieel eel eep111is1e1 fell 11 He Irclitect eel III let If deplicetel, lied of lisciesel fitleet friltee ceeseet of t1e Irclitect ©OH ARCHITECTS -2004 QAQC XXX N0. Dote Issue 7 MAY 04 DD SET 28 MAY 04 ISSUE FOR PERMIT 22 04 AUG 04 REVISION 2 aECIE o G 1 Proj No. 41610 S c4It j4" : 1'— O N brow�nI Titl PARTITION PLAN 1 t\00*VI S*v"4wIIIoer \C0\02—K 6\1120.0WC statist Ill. mo AiI • Y _ •. ♦ . . ..�� _.. ♦ ..✓y►... ... •.. M .. .... ..w•�n. w...w...�. ♦ ._. `'....y�..•�,..... 4. 4 ••�-. r.V• M�h_ .�. �..� !•'� .•.K 4�..� /IWMR�.R'w_'�1•.. 'NM'.' . ? J y� �p� •. /^•� 1! . �.. �K'�• • M'_ • � N I - H :- 1-1 ' 00 �- LL- >: i RV I _J N I - H :- • • I 23' -7" L.L. TO L.L. 00 1 a 0 i �� E SEE 10 A6 1 Yom �/2 T 52' -0" L.L. TO L.L. 0 ±24 –O V.I.F. \ .3 +4 —O Y.I.F. �. I I rim wl Le D FF1 )D2 /II Vao ,N 2 • v� 2.8 N I 2 II 2 " _j co L4,..O F n I 2 q n 4 F2 A4.0 ICIN F1 00 u I I I - +------- - - - - -- ----------------------- - - - - -- 11 - Vol) B 1 M 181 1 P1 I P2 uNM raFr Sf1 I B2 I P3 P2 SEE I T 1 � �.2 ST1 181 1 P1 I ACT SEE 11 A t B �l y —1, V.I.F. • L — � NEE W es` Ro meo 1 oa �� N N G pl` �SZO N '16 „ yl 40 ] rte 0 3 ! a s �.. �•�c i Z i. tC E 1115 AIIoitic Areirit AIi mid i, CA 94501 11f 510 165 1663 f 510 165 1611 • U w % lip d. �. :0 - W r ;I 1 621 - i i S SIN INGTON (40(tqlO� � . Store No, , R-106 South Center Mall Seattle.. Washington Ireeiels oe4 erittee ■eteriol op'eoriel lereil coeetitete erijieol eol Ie�Illielol rterl of tle Irclitect eel rips if le loplicolel, esel If ,is clleei rritleet rtrittee ceeeeet of tle irclitect (DOH ARCHITECTS -2004 IAIc Xxx No. Dote i =sue 7 MAY 04 DD SET 28 M AY _04 ISSUE FOR PERMIT 2 X04 _AUG 04 REVISION 2 RECFE 1 , D 'F.Aw , project No. 41610 S cale 1J4" = 1'- 0 Drovinj Titre FIXTURE PLAN k\Axk\ft"- so0C4rwr\C0\02. 1 ap 4-' Y w +, . e V '7►, it 2 ± 24 $ - 0" LEASE LINE LEGEND ROOM TAG — ROOM NAME xx I 6 j CEILING �- --• WALL BASE FLOOR FIXTURE &EQUIPMENT LEGEND SkES AREA F�� SLIDING WALL TABLE Fpm GENIUS BAR F 501 bLUS BAR STOOLS APPLE CARE 2� Fvo WORK BENCH DRAWER UNIT PRODUCTION INDUSTRIES CYLINDER LOCKS PRODUCTION INDUSTRIES INSTRUMENT SHELF PRODUCTION INDUSTRIES ELECTRICAL STRIP e,o, LUb1APR0 MAGNIFIER UGFff E, o2 DRAFTING CHAIR E+53 Q –SHELF UNSECURED MEDIUM DUTY SHELVING UNIT (3 WITH 4 SHELVES PLASTIC CONDUCTIVE CABINET E107 VERTICk FILE El GO SAFETY STORAGE CABINET STEP STOOL EMPLOYEE BREAKING f RECEMNG O PEDESTAL FILE CABINET FE20 HON COMFORT TASK STOOLS W/ SEAT /ARMS 2 ± 24 $ - 0" LEASE LINE LEGEND ROOM TAG — ROOM NAME xx I xx f xx I xx —ROOM FINISH j CEILING �- --• WALL BASE FLOOR FIXTURE &EQUIPMENT LEGEND SkES AREA F�� SLIDING WALL TABLE Fpm GENIUS BAR F 501 bLUS BAR STOOLS APPLE CARE 2� Fvo WORK BENCH DRAWER UNIT PRODUCTION INDUSTRIES CYLINDER LOCKS PRODUCTION INDUSTRIES INSTRUMENT SHELF PRODUCTION INDUSTRIES ELECTRICAL STRIP e,o, LUb1APR0 MAGNIFIER UGFff E, o2 DRAFTING CHAIR E+53 Q –SHELF UNSECURED MEDIUM DUTY SHELVING UNIT (3 WITH 4 SHELVES PLASTIC CONDUCTIVE CABINET E107 VERTICk FILE El GO SAFETY STORAGE CABINET STEP STOOL EMPLOYEE BREAKING f RECEMNG O PEDESTAL FILE CABINET FE20 HON COMFORT TASK STOOLS W/ SEAT /ARMS HON COMFORT ARMS D SHRINK WRAP MACHINE TASK CHAIR TASK CHAIR ARMS EMPLOYEE CONVENIENCE Q BOX LOCKERS (MULTI –TIER) Q COAT HOOKS p UNDERCOUNTER REFRIGERATOR Q COMPACT MICROWAVE 1�lAdAGER'S OFFICE D PEDESTAL FILE e�oo TASK CHAIR TASK CHAIR ARMS E�02 FLOOR SAFE PE WHITEBOARD 4'X3` c+a CORK BOARD 4"X3' STOCKROOM Q STANDARD SECURITY SHELVING [ jKl HIGH SECURITY SHELVING p ROWNG SHELVING PACKAGE Q A FRAME, BFf. FIBERGLASS STEP LADDER K 3 -WAY CONVERTIBLE WAND TRUCK KEYNOTE LEGEND 2 � FIRE EXTINGUISHER CABINET, SEE ELEVATION FOR LOCATION 2,2 THERMOSTAT SENSOR 2,3 NOT USED 1-c TIRE ALARM PULL WHERE REQUIRED VERIFY 2 STRUT LADDER ACCESS FOR BACKLIT SIGNAGE 2.7 LINE OF ENTRY PORTAL ABOVE 2.8 IN –WALL CASHWRAP L, FINISH LEGEND Bt RUBBER BASE B2 SOLID SURFACE BASE g STAINLESS STEEL FST STRETCHED FABRIC P1 PAINT 2, FSTJ SOLID SURFACE FLOOR aC VCt FLOORING • 2 ±24 1-016 V.I.F. 23'--7" 52 - 0 • a e } t (A) 161-� 0 R (O B KEYNOTE LEGEND 11 FNAC CONTROL 12 DATA RACK 13 TELEPHONE CABINET 14 EXISTING ELECTRICAL PANELS TO REMAIN 15 KEYPAD < 3> PROXIMITY READER (IN GENIUS BAR) 17 TELEPHONE BACKBOARD 2 SYMBOL LEGEND DUPLIX POWER RECEPTACLE QUADRUPLEX POWER RECEPTACLE A WALL MOUNTED TELEPHONE OUTLET D WALL MOUNTED DATA COMMUNICATION OUTLET Q JUNCTION BOX FOR HARDWARE FIXTURE CONNECTION m POWER +DATA FLOOR80X, WALKER 880 SERIES C I�N E oNISi gU1� 0 1 1115 AtI Itic Areevt �Ir�edr, CA 41501 tel 5101651663 f �� 310 liS 1611 2 w 0 ..w f S , e2td* o 117 3 ±24 —0" ±4' — 0" V.I.F. V.I.F. L m 0 m N IPPIMATR WASHMTON 0Im/0b Store No. R -106 South Center Mall Seattle,. Washington IrgwielI eel grilles 1e1e6e1 oppooriel lertis ceegtitete Irilioel eei eepellielel wort of lit Irclitect eel soy got be Igplicetei, mi or lisclosel witioet vriltee comet of the Architect (DOH ARCHITECTS -1004 a "QC XXX - No. Dote Issue 7 MAY 0 4 D SET _28 MAY 04 ISSUE FOR PERMIT �2 04 AUG 04 REVISION 2 MC s lu Aura I .. Project No. 41610 Sc41e /4r 1 1 - O w POWE [ COM MUNICATION DATA PLAN �v�va•v�o+• sachc«�a.�co�a�r�z.aac $resi I•. ,• "� r 1 � � x3 ' y ' r A 2 2, r '4 ♦' � �� s ♦ v .� y kd' �S `.:}f '�A} _ r{ { � __ x��/'f! � Sys. 4 Y' ♦ V: ,,, >,: •'►ys�7 i't w: ..: . . ... _ _ .. _ . ........ 1►. ..... 4�..•.. w... ...a......i.a.iw►- wV+.I'..a..t. i�r> -4 •�hr,�.. �,.. .. A .. .. s. tr.. _ ► ... .. ... - y st., a f Ltt .. y. 1. r �.✓ •.�•F'`M y1/ W...w � 4. .I.a M'•. •ti.,,,.. �•�••!'..�'*•.YMr••Y./�l" .. ♦ M�1! ^� yr♦ V .♦,• if w �� } O < . 1115 AtI Itic Areevt �Ir�edr, CA 41501 tel 5101651663 f �� 310 liS 1611 2 w 0 ..w f S , e2td* o 117 3 ±24 —0" ±4' — 0" V.I.F. V.I.F. L m 0 m N IPPIMATR WASHMTON 0Im/0b Store No. R -106 South Center Mall Seattle,. Washington IrgwielI eel grilles 1e1e6e1 oppooriel lertis ceegtitete Irilioel eei eepellielel wort of lit Irclitect eel soy got be Igplicetei, mi or lisclosel witioet vriltee comet of the Architect (DOH ARCHITECTS -1004 a "QC XXX - No. Dote Issue 7 MAY 0 4 D SET _28 MAY 04 ISSUE FOR PERMIT �2 04 AUG 04 REVISION 2 MC s lu Aura I .. Project No. 41610 Sc41e /4r 1 1 - O w POWE [ COM MUNICATION DATA PLAN �v�va•v�o+• sachc«�a.�co�a�r�z.aac $resi I•. ,• "� r 1 � � x3 ' y ' r A 2 2, r '4 ♦' � �� s ♦ v .� y kd' �S `.:}f '�A} _ r{ { � __ x��/'f! � Sys. 4 Y' ♦ V: ,,, >,: •'►ys�7 i't w: ..: . . ... _ _ .. _ . ........ 1►. ..... 4�..•.. w... ...a......i.a.iw►- wV+.I'..a..t. i�r> -4 •�hr,�.. �,.. .. A .. .. s. tr.. _ ► ... .. ... - y st., a f Ltt .. y. 1. r �.✓ •.�•F'`M y1/ W...w � 4. .I.a M'•. •ti.,,,.. �•�••!'..�'*•.YMr••Y./�l" .. ♦ M�1! ^� yr♦ V .♦,• if w �� 4 a 1 4 8 } • (mv -- I 1 C2 ±24 -0" ±24 -0" ±4' -0" V.I.F. V.I.F. - V.I.F. I I 1 M 23 —7 52' —o - L.LTOLL I It Tnt • io w f I * w N Nib +l w 33 s WWI it N I� J ,#a LEGEND ROOM TAG mm -- ROOM NAME +Me —xx' --- CEILING HEIGHT Z t + a i KEYNOTE LEGEND i 3 NEWMAT LUMINOUS STRETCH CEILING SYSTEM - ALIGN SEAMS IN FABRIC WITH SEAMS BETWEEN S.S. PANELS, TYP. 3 24" DEEP BEAM AT 14' -0" A.F.F. METAL DECK AT t +16 A.F.F. Fl EXISTING CONDENSATE LINE AT +8' - A.F.F. 3. UNE OF STOREFRONT PORTAL SOFFIT c 3. UNE OF ROWNG GRILLE f f_0 R0I I E* N � C ODE E0 pvt'D AQp p,UG 19 2 044 0� �Ukwila G pI�510N g pZ�plN SYMBOL LEGEND c== = = = = =3 LINEAR FLUORESCENT FIXTURE Q COMPACT FLUORESCENT DOWNLIGHT 0 EXIT SIGN — RECESSED CEILING MOUNTED (9H EXIT SIGN — RECESSED WALL MOUNTED Q SPEAKERS — MOUNTED ABOVE STRETCH CEILING Q TRAFFIC COUNTER. SEE �. 2 �• DOME SECURITY CAME SEE o A EMERGENCY LIGHT TEST P WAC SUPPLY WAC RETURN O SPRINKLER HEAD AT SALES AREA SPRINKLER HEAD AT STOCKROOM 1115 Allcitic Avem Pooch, CA 14501 Tel 110 165 1663 Fe1 510 165 1611 LLJ Ali$ .0 i J Store No. R -106 -_ 1111 - --- South Center Mall Seattle,, Washington Ireviejs oil v►itteo ■eteriol oppeoriel ioreie coestitete orilitel oil eeptilisiel veil of tie Irciitect oil reef vet be loplicetei, esel or lisclosel vitioet vrittee comet of tie Arciitect ( DOH ARCHITECTS -2004 QAQC XXX Na. Iote Issue 7 MAY 04 DD SET 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG 04 REVISION 2 rf " ra�K�' ° Project No. 41610 Scale �/4» 1'_ 0 * D r o v n j T t l e REFLECTED CEILING _PLAN R�p+e\I�Op�e Soutl +Car►O�r\CO \03_C£�1�1CWO.d�9 \ op ;, , r Ad�f L �If i .. w ...... �.... .. .. � ....... . , .. _.. � .........» .� .. ... .... .r._ ......�+.- .. "...w...... �r.�......,...r. ., y � ` ... ... f _ •: . � ... " �` s "."•f •C " '"'v` +Y'R �.. ' ..y. '. :1a R. .'_ �'RR�IS�' iYa 1 f" G�Iq�oG to 1115 Allcitic Avem Pooch, CA 14501 Tel 110 165 1663 Fe1 510 165 1611 LLJ Ali$ .0 i J Store No. R -106 -_ 1111 - --- South Center Mall Seattle,, Washington Ireviejs oil v►itteo ■eteriol oppeoriel ioreie coestitete orilitel oil eeptilisiel veil of tie Irciitect oil reef vet be loplicetei, esel or lisclosel vitioet vrittee comet of tie Arciitect ( DOH ARCHITECTS -2004 QAQC XXX Na. Iote Issue 7 MAY 04 DD SET 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG 04 REVISION 2 rf " ra�K�' ° Project No. 41610 Scale �/4» 1'_ 0 * D r o v n j T t l e REFLECTED CEILING _PLAN R�p+e\I�Op�e Soutl +Car►O�r\CO \03_C£�1�1CWO.d�9 \ op ;, , r Ad�f L �If i .. w ...... �.... .. .. � ....... . , .. _.. � .........» .� .. ... .... .r._ ......�+.- .. "...w...... �r.�......,...r. ., y � ` ... ... f _ •: . � ... " �` s "."•f •C " '"'v` +Y'R �.. ' ..y. '. :1a R. .'_ �'RR�IS�' iYa 1 f" G�Iq�oG ELEVATION KEYNOTES FIRE EXTINGUISHER CABINET a LCD MONITOR THERMAL SENSOR � GENIUS BAR a CASH REGISTER � WALL TABLE 7 GRAPHIC PANEL STROBE LIGHT $ (IF REQUIRED ONLY) Z2\ � w w } OI I MI I� N �. N N w 9 1/20 qr- _ n 4 In* 9 3/4 nr 4 .1 /A • 1+ n 4 In 16 CROSS SECTION c %°NCE ApQ ��EEO AS g�SWZN�' 0 i 4' -2 1/2 � � ' -1 1/4 ' -1 1/4 1 4' -2 1/2 � i i i S fir. � 1 � ��tS � � j ,Y• , S A r y 'A? VIA" A C I 1115 A1111tic 1111eot I Aleaelo, CA 94501 lel 510 165 1613 I F 510 165 1611 %A10 UJI o i I Z I � D 1 t I - • 3Ar • 14r C . i ;t . 1 i i' } j7D & WAS7HNW , , , , r � y y r • f i Store No. R -106 South Center Mall Seattle, vvashington Ireeiop eel orittee ■eteriol oppeorie4 lereie ceestitete origioel oil espollislel toil of Ile Irclitect eel met eot le lop licetel, ised or disclosed titleet trittee comet of the Irclitect ©OH ARCHITECTS - 1004 IAQC XXX x r a e } N . ■ 3� 2 I ° w � 1 ( �� I ` I I , ISS Y! 8 - _ ! _ I 7 MAY 04 DD SET 4 28 MAY 04 ISSUE FOR PERMIT _ I u -- , I 2 X 04 AUG 04 REVISION 2 N� I I I I N� I I _ _ ___ -- 2 C1 C1 w 0 i a 6 � N ' 1 N - - - --r ---- - - - - -- / AECE�yn' " T I Y I F_T_-- _ _T -., I r•-- I 1 1 I I \\ I 5 I // � -- - . ---3, - -- I P r o t e: t N o. 41 f 10 _ r r J I r 1A $ w r w r r r w r � r r » - 5 -0 5 -0 5 -0 5 -0 10 -0 10 -0 �5- 2 13 3 1 /2 8 -4 3 -3 1 /2 1 o w �__ _ A7.2 I - Or - r A 14' 45 11" ' �.■■, * r t n 1 i t e INTERIOR ELEVATION LONGITUDINAL SECTION 3/W s T-W • — -- - mo i .....tttt�� CROSS SECTION 3ff s T-W • R\�bo1•V�oac soutl�C.ntw \co\a _ �v e�rry�a e� r Pt .... , . „�. , :. .. ;......i :.+, � -.... , ... • .. . +... .. -, r ., .. _ .. - . . ... ... ... .... , ai.. .. i �.- S- rs•r.M.. •Mti, w ..� •.w.�+Jf►. +N.. -.�Jb tl . _ ... •^�- ..,. .. i Iii. , w ♦ � w.ah.+1. ,. ., ......H• ...w ...� a�•�s. _...... .w. . i.... ..w�wt•r .. . � � c+•�.. , C LONGITUDINAL SECTION aa.r (e) wig BULKHEAD 2 113 -11" A.F.F. T.O. MALL BULKHEAD (E) MALL MIRROR ' I do TWO LAYER ,/�` .S. OF MALL 1 -11 1 2 BULKHEAD _ NEWMAT STRETCH - , ; +11 -- -_- � ' FABRIC CEILING T.O. STOREFRONT ' SYSTEM- 1 LAYER CLEAR , OVER 1 LAYER ' LUMINOUS - - 00 ' t w I SECURUY CAMERA SEE 1 • ..,...:..:..... :..40, K o i1� 0 EXIT SIGN BEHIND +A -- SS COVER GUEST COUNTER 3/4 ` iHK FIRE \ TREATED PLYWOOD u ROLLING GR LOCKING FLI PULL HIGH —QUAUI GLASS —BEAC BLASTED, STAINLESS STOREFRONT ,APPLE LEASE LINE r r STOREFRONT SECTION 7 2 1 � +7 -1 -- •� _ T.O. OF ENTRY a f-7 r .1- ff.nsc ur+c HORIZONTAL SECTION • a I OAErpoNr HIGH - QUALITY, GLASS -BEAD BLASTED, STAINLESS STEEL 5%REFRONT BY APPLE MALL MIRR LEASE LINE� u� i nuc (E) COLUMN TO REMAIN DEMISING WALL — C OF COILING DOOR STRUT ACCESS LADDER r• 5 I-ON7 21_6,1 Z' » �.- •��► . ter —.— I t 0 5 HIGH- QUALITY, GLASS -BEAD BLASTED, STAINLESS STEEL— STOREFRONT BY APPLE ACCESS DOOR BY � METAL PANEL FABRICATOR ROLLING GRILLE I 24 DEEP b ' AT +14 -O •METAL DECK + 16 -0" AJ 23 11 " 3 on I C23=1111111111111 pffal 1� NEW �..�� I11 ICI � �DE �P NGE � O ki LID T • t-0' RUG 19 't00� 000, C0 gUt o .NG of A I OF ENTRY 113 -11" T.O. MALL BULKHEAD/ T.O. STOREFRONT ' U.S. OF MALL ,. . $. y..... x . BULKHEAD �a.c as - -- wn WOW ' re f .17'4 e gx. k ' rr.rri� 3 it MALI. FINIS - I +7 10 1 I T.O. OF ENTRY � � I OPEN TO SALES BEYOND LEASE LINE M / NEUTRAL PIER NEUTRAL PIER 3 MALL SERVICE +01 - DOOR I / w FLOOR 1 w r w 4' -1 / 1 -5 1/2 w R 2 -5 1/2 1 -9 1/2 11w 1 -9 1/n FINISHED FLOO ' �+ _ MALL CORRIDOR � _ -- � - To END OF WALL 18 -6 TO END OF WALL �E -- ADJ. - TFNm I (N.I.C.) I (N.I.C. • STOREFRONT ELEVATION r I� 1�I k � i 4 < ras a h • "' � .� • d9,. i A�CN� �ECI 111S Atloetic Avem Alemede, CA 94501 Tel 510 165 1663 Foi 310 165 1611 w i 0 621 INGTON 1 / Store Store No. R-106 South Center Mall Seattle.. Washington Ireeiele eel erittee rieteriel eppeoriel lereie ceestitete orilieel eel eepellislel veil of tit Irclitecl eel soy let le deplicetel, lied of disclosed eitleet rrittee comet of the Architect cDDH ARCHITECTS -1004 IAoc XXX N o. Oate Issue 7 MAY 04_ DD SET 28 MAY 04 ISSUE FOR PERMIT Z2 % % 64 AUG 04 REVISION 2 rY nF T 1 W we _ _ pf Project No. 41610 S c a l e _ AS NOTED D r a . I i , Title STOREFRONT ELEVATION, SECTION do DETAIL i�Vlppf��/Ipp.t - Sout�Gnhr \CD \G6_ELEV— SF�SO.Qrp z :' r r: �' t..Y• . . .. ... •r•�.�- .y.•r -.. w . .. +. wrrw .. r. .► .r.r. ... .. • ..,�. w . nfit^• IJM 4l V' •►M••.. . ,. . .y .. -. ...w+.•.1•rt►1rr•1M•rey•.+l ��•ri'v+-i^M�R in•,�.. .Y• `• . w..... .'1•. • .. . ,rte � +MI �•• ..v w • - -. p M 4r I I. • I I Go - R SHOPPER TRAK BOX ORBIT MOUNT AT CENTER OF BOX EXIT SIGN BEHIND SS COVER 00 o t CUSTOM SS BEAD ' BLASTED COVER WITH SCRIBED *EXIT* LETTERING 3/8 3/8 p ........... x 1 s� IL 9 9/16 N 1'-7 11/16 * r SECTION AT HEAD OF ENTRY DOOR ROVIDE �A_ IDLES IN LOSURE II 3/18" , EQ. EQ. 1 / 4 � . • n DIAMOND PLATE DECK = T� 6 EXIT SIGN ELEVATION R \ APPLE\ APPLE- SOU7HCENIER\CD \051_D1>— Sf\A51 -1 t.DWG r 10 SECTION AT HEAD OF STOREFRONT ROLLING GRILL EDGE OF SS P ANE L BEYOND * 1 / 2 * r 1 /8- w - - -,*'1 /8 r ' -1 -1 * K TJ 1 8 FLOORING / / 1/2 * THK TEMPERED GLASS fit; flT RING LEVEUNG COMPOUND AS REQUIRED I I S�T FLOORING I i- 1/1sN i GROUT MIX OVER WP MEMBRANE CONCEALED PIVOT FLOOR EXPANSION FIL CLOSER — CHIP CONCRETE • AS REQUIRED SEALANT 1/8 1/8 1 /16' UNISTRUT FRAMING BEAD BLASTED STAINLESS STEEL PANEL �T-or R.\App1e- 86dgewc1er \CD \051 -DRLSr O51- 0b.drq � ! ! I k v ll � v I i i F elm _ e� LEASE UNE -- 1/2 `REVEAL AT PROPERTY � LINE FRAMING AS REQUIRED MATCH MALL SUROUNO • VARIES MATERIAL f COLOR * VARIES X-1jr4 /8 � /2 1 /8 SEALANT AND BACKER ROD BEAD BLASTED STAINLESS STEEL n � -PANEL FT F I I I � �� UNISIRUT FRAMING •�t 3 HORIZONTAL SECTION AT LEASE LINE ACCESS DOOR HARDWARE - PROVIDED BY METAL PANEL MANUFACTURER HORIZONTAL SECTION THRU STOREFRONT ACCESS PANEL ■ 5 %T T-' R: \APPLE\APPLE- MUTIICENIER\CD \051 _DTLSr\ I -10M —EDGE OF SS PANEL BEYOND �ST FL00 — LEVELING COMPOUND AS REQUIRED ev i i /z' x z' . s /aY STAINLESS STEEL U— CHANNEL � SECTION THROUGH ENTRY DOOR SILL SECTION THROUGH ENTRY GLASS SILL � ■ t-Q -- -- — -- I , \ ONE TOUCH CATCH I I II CUSTOM SS BEAD it I I BLASTED COVER WITH SCRIBED *EX1r 4 I I I LETTERING SS BUTT HINGE * p 1-1 8 1/2 8 1/2 * 1 / PLAN SECTION AT DOOR 3tiT-0�' Go n ' I NATURE PO DETECTOR M` 3/4' CUT OUT � r i h � 1 MOTION DETECTOR 1 SECURITY CAMERA ND. Iete (SSYt 28 MAY 04 ISSUE FOR PERM_ IT 2 04 AUG 04 REVISION 2 — -- QE CEi vLC] n T,, AUG 7 Z 404 pow (NTEF ' Praject 00. 41610 S �. AS NOTED orov+nj T itle STOREFRONT DETAILS frovill 4 ►�\AOOa\,�oo�e s�„ c ►�c«rc.��ca\aa,_oRt._s\�►st.o�c 4 • t ;' 1Y' •. � �... «94' .. ♦,s � , ry ► � 11:�i . _mad " ".ir�.� "'. : i.. .. � b- ti# .� . �._ rn' ' — ems « \cMe —e ft -0 AM" - „ ...L.... •..- Nrrr» �+ �►. w>,, �+».. �+»•+ w4. ..�.f.w+..r..M+..M.i'.i.'.w,:, . tivir. �3�.* w.+i.r.w►.Jw�,;,y„w,��:..rr.�.� .., - .�.�.. � ..M�...+v+ir+...�.i► •+ .. •.r... � �... t. •.Mrw..•�^Y...r 1/2 " TH MPERED GLASS i r I n r s: W t � 15 Atloetic A�e�re ,Alemele, CA 94501 1el 510 865 1663 % ILI F�� S10 865 1611 A W Q t Uj a 2 DOOR TRACK — TUBE STEEL BY COILING DOOR ` SUPPLIER 1 ' 621 N - r e4 OF W ASHING'TON l • � � �� fob M . COILING GRILL Store No. R -106 South Center Mall Seattle, Washington�� Ireeie�� eel erittee �eteriel e��eerie� lereie ceeetiiete eri�i�el 3m ■ T.W eel eePelfieill eeit of Ili Irclitect eel oil set le le'licetel. R'\ Apple\ Apprs- a ►,dge role ► \co \os�_D1>~SF\A51- 05.arq 1eel or liscleeel eitloot orittee coeseet of tle irclitect Q04 ARCHITECTS -2004 REVIEWEDNCE a A Q C XXX -- - -- - CODE COMP ApP!zOVED AUG 19 2�4 City Of Tukwila BUILDING DIVISION —1/4' CUT OUT R 1 P 7. CONCEALED PIVOT FLOOR CLOSER 1/1 6"� 4 1/160 x a a } • l 12 - NOT USED I I N i Ll 2 1/2* CHANNEL +0' -0" T.O.F.F. 9 NOT USED 6 STOREFRONT SILL o FIXED PANEL 3 E _ fo r R.\APPLE\ApPLE- BRIDGEIMA ER \CD \05 ?_SICNAGE\A52- 12.DIMG R\/WPLE\ APPLE- BRIDGEWATER \CD \052_SIGNAGE\A52- 09.DWG R.\IWo.E \APPLE- SOUTHCENTER \CD \052- SK;IAGEW2- 06.DWG rti- - ,7• - r D H M 4 .. OF MALL BULKHEAD ---- -- +14 1/2 T.O. STOREFRONT I CY W .......... m C o f lei � APPLY WHITE D I I REFLECTIVE TO ALL SURFACES, TYP 1 O DIFFUSER AND FRAME 1 O � ACRYLIC LOGO PANEL I ' LOGO LIGHT BOX - � VERIFY EVEN Q � ILLUMINATION NOTE: MASTIC ALL Q PENETRATIONS THRU 1/4' 7 3/4' WP TYP. --,r i ►i I o' = I 2 o o,� � O 'z N I W 0 ! m V) o;cD O tO J t ic I LA- 2 1 /4 7 3 /a' R I � I I I 1 l I I I t °i I �) I I o. I �I I � 1 N � I > I f I I I I l 1 — APPLY WHITE REFLECTIVE TO ALL SURFACES, lYP 10 5 NOT USED T.O. STOREFRONT DIFFUSER AND FRAME • GOM c � ° o,PQ" ° o4 • OREFRONT A fiw s� Y 0 w. s y.; ♦f: } it �. :,�� EC1 � -- , 1115 Illla�fic A�e��e Aloeelo, CA 94501 �-- ' lei $10 815 lii3 T.O. FINISH FLOORAIK 510 b i 5 1611 0 1 -0 /2 . CUT LEGS of aoslE PANEL Tn w►TM SLOPE SCUT MMING 2 - W I SILL o ACCESS DOOR 3�t-ar R:\APPLE\APPLE-SOUTKENrER\CD\052-SCNAGEW2-03 DWG 0 F , NOT USED R \APPLEUPPL E - BRIDGEWA'F R \CD \052_SIGNAGE\A52 -05 DWG 2 ACRYLIC LOGO PANEL p, n RECEIVED Imem PC 71 Y[WII A �� ----� LOGO LIGHT BOX /EwT DENTE& I Qr VERIFY EVEN W W m W ti a_ I U I TI ON ACRYLIC LOGO L� PANEL 41610 E3 S c a l e I �- o r o. i R' T i t l e STOREFRONT SIGNAGE I DETAI LS 1t\APP1e\,AOgk- SO-AhC 1rWr \CO \062 - 9Wa \AS2.dlp �E I $ r e l ief N •. ry ,.: rt yD�rc4 OLD LIGHT BOX AND i l i I + I I —• DIFFUSER BEYOND 1/4' THK. DIAMOND VERIFY EVEN ILLUMINATION PLATE DECK OF LOGO NO .— � SHADOWS - -- — -- --,— - - - - - -. /2 I I I X7'-10` T.O. OF ENTRY • ` 1.0. LNT r w ) • 2-0 3/8 2 -0 3/8 ILLUMINATED LOGO ILLUMINATED i nr PAmF L i LoGO i -rvA � II 0 J W U— o a. �- C ' SUING T Mi I t �O �q job Store No. R -106 South Center Mall Seattle.. Washington Ireeiojs eel erittee 1e1eriel e'peeriel Weil coeslitele erifieel eel espsllished eorl it Ile Arclilect eel oil eot be dopliceted, esed or disclosed eitheet eritteo coeseet of the Architect R:\ APPLE\/ APPLE- 9R0"ATER \CD\052 -SO GEW2-02.DwG OOH ARCHITECTS— 2004 01 Q C XXX N0. Date Issue 28 MAY 04 ISSUE FOR PERMIT 2 04 AUG_ 04 REVISION 2 lu CENTER OF APPLE L+OG^ - HMZOW& SECTM 314 on T-W 1- 1/? • 1 R:\ IMREIA�U- �IIORRA 'rf\C01�2_l�NGEV�bz-t�/rrG R�P�LEMVRE- M'E A�C01�2_lMCEV� -p/NG -- R \IMF'IE\*" -WN =Mr0 W- MM G E\M -A.OMG .. , . .. . ... .. .. • .. .., ., ..._...... -. -. «.r.,.,,.♦.,. .. -. . .. , ; ,_ ...�, . (�_ - �pV , �v ..r.. �` � 7 " - ..��r�r�s �,r 11M" . b'�.,.'ti .n.• rw p ,,,,, ,,,� p A►IY/Nywiw+r....rs.►�.0 .r+•wsa.+.►�. ...r.y.r M••.- :.A.+w.. .-_..... M.• w_ M4�./.w�M�.rA�V.++_- .�r+ri.r�� .Y�` -i. } �r - h ' `� � ♦ ..r ` � � - .�.�. �+, ..., �;1... �;,�.. la 2\ / -I C TOP DIMPLE RECEIVED Imem PC 71 Y[WII A �� ----� /EwT DENTE& N W W m W ti a_ L� Project N o. 41610 E3 S c a l e AS NOTED �- o r o. i R' T i t l e STOREFRONT SIGNAGE _ DETAI LS 1t\APP1e\,AOgk- SO-AhC 1rWr \CO \062 - 9Wa \AS2.dlp $ r e l ief N •. ry ,.: rt yD�rc4 3 lu CENTER OF APPLE L+OG^ - HMZOW& SECTM 314 on T-W 1- 1/? • 1 R:\ IMREIA�U- �IIORRA 'rf\C01�2_l�NGEV�bz-t�/rrG R�P�LEMVRE- M'E A�C01�2_lMCEV� -p/NG -- R \IMF'IE\*" -WN =Mr0 W- MM G E\M -A.OMG .. , . .. . ... .. .. • .. .., ., ..._...... -. -. «.r.,.,,.♦.,. .. -. . .. , ; ,_ ...�, . (�_ - �pV , �v ..r.. �` � 7 " - ..��r�r�s �,r 11M" . b'�.,.'ti .n.• rw p ,,,,, ,,,� p A►IY/Nywiw+r....rs.►�.0 .r+•wsa.+.►�. ...r.y.r M••.- :.A.+w.. .-_..... M.• w_ M4�./.w�M�.rA�V.++_- .�r+ri.r�� .Y�` -i. } �r - h ' `� � ♦ ..r ` � � - .�.�. �+, ..., �;1... �;,�.. la 2\ / -I C TOP DIMPLE 1 12 NOT USED ADDITIONAL SHELVING IF HEIGHT ALLOWS PROVIDE 10" W. 16 GA. SHEET METAL STRAPPING ON CENTERLINE OF FASTENER FOR ATTACHMENT OF BRACKETS, TYP. SHELF BRACKET & STANDARD SYSTEM, TYP. N POWDERCOAT WHITE, ENV *S1 4288H SUBASSEMBLY 1" P.LAM SHELVES W/ PLAM --- -= EDGE BAND, TYP. FINISH FACE OF WALL AS SCHEDULED DOUG MOCKETT GROMMETS, 4' -0" O.C., TYP. C CONTINUOUS 1X4 LEDGER - -- BOARD, PANT P1 WYMAR STEEL TUBE BRACKET a .I 'r I er A cr- Z 12 NOT USED ADDITIONAL SHELVING IF HEIGHT ALLOWS PROVIDE 10" W. 16 GA. SHEET METAL STRAPPING ON CENTERLINE OF FASTENER FOR ATTACHMENT OF BRACKETS, TYP. SHELF BRACKET & STANDARD SYSTEM, TYP. N POWDERCOAT WHITE, ENV *S1 4288H SUBASSEMBLY 1" P.LAM SHELVES W/ PLAM --- -= EDGE BAND, TYP. FINISH FACE OF WALL AS SCHEDULED DOUG MOCKETT GROMMETS, 4' -0" O.C., TYP. C CONTINUOUS 1X4 LEDGER - -- BOARD, PANT P1 WYMAR STEEL TUBE BRACKET AMA AID MANGEM OFFICE Ir • T-w AMwr\Arw - 1ft "fr\Iw NT_ORV110 - 4wa M Mr 9 NOT USED CLIP ANGLE AT WALL TYP. ATTACH TO RUNNER WITH # 10 X 1 1/2* SHEET METAL SCREWS 10 GA. VERTICAL HANGER- WIRE AT 4' -0" O.C. MAIN RUNNER ----\ #8 SELF TAPPlI1G EYVS TO PREVENTS AGE CROSS RUN SUPPORT WIRES FOR LAY -IN CEILING GRID MUST NOT BE CONNECTED TO ANY OF THE LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. U.S. OF . (E) STRUCTURE V.I.F. . NOTE: ALL ELEC., MECH. SPR. 2' EQUIPMENT TO BE RUN IN 6" j JOIST SPACE OR SHIELDED W/ -- PLYWOOD SURROUND /2 II SEE RC Pj ELEVATION I I .01 FASTEN TRACK TO (E) WALL AND TOP FURRED SUPPORT WALL 5/8" TYPE 'X' GYP. BD. BUILT -UP BEAM 2 12" X 16GA BOXED HEADER (OMIT 3 5/8" X 16 WHERE WALL OCCURS) , OT ILET GA. MTL. STUDS OR -SCUL RY AT 16" O.C. UNE UP WITH JOISTS 16 GA. MTL. STUD TRACK, i ABOVE 6" STUDS ANCHOR TO SLAB AT 24 O.C. r AS REQ D 0 MAX AND 1 PLUMBING 2 FROM EACH END. (E) FLOOR SLAB WALLS. PROVIDE = WALL TYPE AS SHOWN ON A2.1 SOUND P p� pp� INSULATION AT �` • QG W&AL Y AUTHORITIES. TOILET do OFFICE r WALLS 6 PARTIAL HEIGHT WALL T� R:\App1e 8ridgewater \C0 \051 _OTLSr'W0 06.dwq NOTE: DO NOT SUSPEND OR ATTA TO ROOF DECK. ROUND TO SQUARE. M UM FURRING NOTE: PROVIDE ADDMONAJjA CORNER BEAD ' WIRE FOR UGHT FIXTU DUCTS — SEE PLAN A2.1_ USERS AS UIhED. TRANSITION SEE 17/A6.1 I - - 1 ; f STRUCTURAL COLUMN WHERE OCCURS I I 1 HOUR RATED I Z i'` COLUMN TO BE UL I 1 I DESIGN X526 ACOUSTICAL TILE CEILING NOT USED mum SERw 'niz OVER THIN —SET MORTAR ALIGN JOMrTS WTTH FLOOR ,IOMrrs PIETRA SERE'NA & ROORK M. 1 * NOT USED � TYPICAL BASES WE FM ON Q . __ ��. . 13 i, L� • 1 I' 5/8" TYPE 'X' GYP. BD. TIGHT TO U.S. OF � STRUCTURE PLANT � tE 1 MAINTAIN FIRE RAl1N AS REQ'D BY MALL/LOCAL COD ENME L QNE OF BASE NOTE: IF FIRE PROOFING NOT BELOW B� REQ'D, GYP. ENCLOSURE TO BE TIGHT TO COLUMN HT8 COLUMN FURRING n .I . T MTL. STUD FRAMING, TYP. 1-1/2 X 3" X 16 GA. — CHANNEL CUP ANGLE 1 /4* LESS THAN STUD WIDTH, TYP. ATTACH WITH (4) 5/8" JS -12 SCREWS OR 3/4" WELDS IN (3) PLACES. 3/4" 16 GA. COLD - ROLLED CHANNEL SPACED AT 4' -0' O.C. HORIZONTALLY. NOTE: PROVIDE BRIDGING AT SALES WALL WHERE GYP. BD. OCCURS AT ONE SIDE ONLY. �V�vo� �i�wp1 1 _e#l.�Wo -1r� 112" i w•f -Or' R:\Apple- Bridgewcter \C0 \051 _DTLSFW0 -M. / I i I I I I I I 1 I I I I I I I � I TYPICAL BRIDGING DETAI • R1Alee�- �+M��MCNbI _1�lVra - 4e 28 MAY 04 ISS UE FOR PE_ RMIT L 04 AUG 04 REVISION 2 RECEIVED AUG 17 Z0014 pEFiA111 .�1+�Er - PraiecI Ma. 41610 Scale AS NOTED Drawing Titre INTERIOR DETAILS 1 t\ANw\Aoot -- S0i+enc.+ar\CO\0e0_ *r_m\00 -MG y :�, L �', YE.: -.r."> A +J�e.�d_• ` +!1t1 :...... Y:2 21. .. .. .. ,.- -... ,. r•v�v....r -.+. , ..... ..k•.r ...��.,,... .....- .•....q1•,4•. »- "w..r - „ :wi....r +. ----- �- �'�"z�-��'rrA�Pr•'�R � � � + � '. �"",'f.: �.t »1.. .M. .�. rr. .,. .1. •w. ;r',+r.. .. r. • FILL VOIDS WITH FIRE SAFING --- INSULATION FOR FIRE RATING ,,, ( E) STRUCTURE "" V.I.F. PROVIDE TYP 1 SEALANT, BOTH SIDES �— UL# HW -SC -0044 DIAG. BRACING AT 4' -0" O.C. 3 -5/8" MTL. TRACK. ANCHOR TO (E) DECK AT 16" O.C. MAX. AND 12" FROM EACH END e t: , DEFLECTION HEAD (WHERE OCCURS) - ; L ^ -- -' - - 1115 A l I a e l i c Avenue FINISHED CEIUNG A I I e e 1, CA 145 PROVIDE INSULATION BATT 0 MECH. " ' R OOM WALLS 3 -5/8 MTL. 1 e I S 10 1 i S 16 i 3 R �— " Fey S10 Ii5 1111 STUDS AT 16 O.C. FINISHED CEIUNG a DETERMINE GA. 5/8" TYPE 'X' GYP. BD., BOTH REQ'D BY LENGTH • " •. SIDES (SEE SHEET A✓O.2 FOR OF STUD FINISH SCHEDULE) - MTL STUD TRACK, BASE AND FINISH FLOOR ANCHOR TO FLOOR Z (SEE FINISH SCHEDULE) AT 24" O.C. MAX ---- O E FLOOR SLAB I AND 12 FROM EACH END Ix LLj = WALL TYPE AS SHOWN ON A2.1 ULI U465 Y 3 1 -HOUR RATED PARTITION R:\APPLE\APPLE-OMDGEWATER\CD\060-lW-DTL\A6O-O3.DWC .0 (E) STRUCTURE WHERE OCCURS , U.S. OF (E) STRUCTURE V.I.F. L1J - VARIES. s WHERE LESS THAN 6 ", PROVIDE 2" X 2" X 16 GA ANGLE [L FASTEN TO EA. (E) STUD. WHERE GREATER THAN 6" PROVIDE Q ATTACHMENT TO ROOF STRUCTURE FINISHED CEIUNG PROVIDE BRIDGING AT WALLS, AS 4 ; REQ'D ° _ pFp SEE ELEVATION FOR WALL FINISH CONTINUE STUDS TO UNDERSIDE OF STRUCTURE AT RECESSED STANDARD FA A A rIf OOGIrON CONDITIONS, TYPICAL. I 2 1/2" X 20 GA. MTL. STUDS AT 24" O.C. WITH 5/8 GYP. 8D. ONE SIDE. FINISH FLOOR AND BASE (SEE FINISH n SCHEDULE) +� (E) FLOOR SLAB - Store No. R -106 0!!!: NOTE: V STUDS MAY BE South Center Mall REQUIRED AT PLUMBING WALLS = WALL TYPE AS SHOWN ON A2 Seattle, Washington FURRED PARTITION Irevie,s eel vrittee •eteriel eI'eeriel lereiv cowitete eri,ieei 2 led eepellivlel veil it Ile Arclilect eel oil vet be leplicetel, -'�/• T-�' viii er eisclesel vitheet vriitee ceeseet et tke ircliteci R:\ APPLE\ APPLE- BR I DGEW ATER \CO \06o_iNW- DTL\A60- O'l.DK OOH ARCHITECTS - 2 004 GAQC XXX A k US. OF (E) STRUCTURE // /�� N 0. D a t e I s s u e V.I.F. 3-5/8' MTL. TRACK 3--5' X 20 GAL MITI. STUDS ~-- AT 14 O.C. IN COMBUSTOLE CONSTRUCTION TYPE '5' ONLY, FIRE STOP AT 10' -0' VERT. AND COUNG R c%n EO PLANE USE NONCOMBUT CODE CC*4 SCE FIRE SAII'M p0mov FINISHED CEDC 5/8' GYP. 8D. (BOTH 9 a FOR PAINT City of �' IrITt. STUD II.OtNG v ISI O N MOOR AT 24' .C. By 12 FROM END �I 3 S 8' MTL. OEFLECIId . ANCHOR STRUCTURE 24 MAX. 12' FROM ru me As sM ON A2.1 NON -RATED PARTITION .I 'r I er cr- Z 0 c� Z W m w 0 oc a C) AMA AID MANGEM OFFICE Ir • T-w AMwr\Arw - 1ft "fr\Iw NT_ORV110 - 4wa M Mr 9 NOT USED CLIP ANGLE AT WALL TYP. ATTACH TO RUNNER WITH # 10 X 1 1/2* SHEET METAL SCREWS 10 GA. VERTICAL HANGER- WIRE AT 4' -0" O.C. MAIN RUNNER ----\ #8 SELF TAPPlI1G EYVS TO PREVENTS AGE CROSS RUN SUPPORT WIRES FOR LAY -IN CEILING GRID MUST NOT BE CONNECTED TO ANY OF THE LANDLORD'S MECHANICAL, ELECTRICAL, PLUMBING OR FIRE PROTECTION PIPING OR EQUIPMENT. U.S. OF . (E) STRUCTURE V.I.F. . NOTE: ALL ELEC., MECH. SPR. 2' EQUIPMENT TO BE RUN IN 6" j JOIST SPACE OR SHIELDED W/ -- PLYWOOD SURROUND /2 II SEE RC Pj ELEVATION I I .01 FASTEN TRACK TO (E) WALL AND TOP FURRED SUPPORT WALL 5/8" TYPE 'X' GYP. BD. BUILT -UP BEAM 2 12" X 16GA BOXED HEADER (OMIT 3 5/8" X 16 WHERE WALL OCCURS) , OT ILET GA. MTL. STUDS OR -SCUL RY AT 16" O.C. UNE UP WITH JOISTS 16 GA. MTL. STUD TRACK, i ABOVE 6" STUDS ANCHOR TO SLAB AT 24 O.C. r AS REQ D 0 MAX AND 1 PLUMBING 2 FROM EACH END. (E) FLOOR SLAB WALLS. PROVIDE = WALL TYPE AS SHOWN ON A2.1 SOUND P p� pp� INSULATION AT �` • QG W&AL Y AUTHORITIES. TOILET do OFFICE r WALLS 6 PARTIAL HEIGHT WALL T� R:\App1e 8ridgewater \C0 \051 _OTLSr'W0 06.dwq NOTE: DO NOT SUSPEND OR ATTA TO ROOF DECK. ROUND TO SQUARE. M UM FURRING NOTE: PROVIDE ADDMONAJjA CORNER BEAD ' WIRE FOR UGHT FIXTU DUCTS — SEE PLAN A2.1_ USERS AS UIhED. TRANSITION SEE 17/A6.1 I - - 1 ; f STRUCTURAL COLUMN WHERE OCCURS I I 1 HOUR RATED I Z i'` COLUMN TO BE UL I 1 I DESIGN X526 ACOUSTICAL TILE CEILING NOT USED mum SERw 'niz OVER THIN —SET MORTAR ALIGN JOMrTS WTTH FLOOR ,IOMrrs PIETRA SERE'NA & ROORK M. 1 * NOT USED � TYPICAL BASES WE FM ON Q . __ ��. . 13 i, L� • 1 I' 5/8" TYPE 'X' GYP. BD. TIGHT TO U.S. OF � STRUCTURE PLANT � tE 1 MAINTAIN FIRE RAl1N AS REQ'D BY MALL/LOCAL COD ENME L QNE OF BASE NOTE: IF FIRE PROOFING NOT BELOW B� REQ'D, GYP. ENCLOSURE TO BE TIGHT TO COLUMN HT8 COLUMN FURRING n .I . T MTL. STUD FRAMING, TYP. 1-1/2 X 3" X 16 GA. — CHANNEL CUP ANGLE 1 /4* LESS THAN STUD WIDTH, TYP. ATTACH WITH (4) 5/8" JS -12 SCREWS OR 3/4" WELDS IN (3) PLACES. 3/4" 16 GA. COLD - ROLLED CHANNEL SPACED AT 4' -0' O.C. HORIZONTALLY. NOTE: PROVIDE BRIDGING AT SALES WALL WHERE GYP. BD. OCCURS AT ONE SIDE ONLY. �V�vo� �i�wp1 1 _e#l.�Wo -1r� 112" i w•f -Or' R:\Apple- Bridgewcter \C0 \051 _DTLSFW0 -M. / I i I I I I I I 1 I I I I I I I � I TYPICAL BRIDGING DETAI • R1Alee�- �+M��MCNbI _1�lVra - 4e 28 MAY 04 ISS UE FOR PE_ RMIT L 04 AUG 04 REVISION 2 RECEIVED AUG 17 Z0014 pEFiA111 .�1+�Er - PraiecI Ma. 41610 Scale AS NOTED Drawing Titre INTERIOR DETAILS 1 t\ANw\Aoot -- S0i+enc.+ar\CO\0e0_ *r_m\00 -MG y :�, L �', YE.: -.r."> A +J�e.�d_• ` +!1t1 :...... Y:2 21. .. .. .. ,.- -... ,. r•v�v....r -.+. , ..... ..k•.r ...��.,,... .....- .•....q1•,4•. »- "w..r - „ :wi....r +. ----- �- �'�"z�-��'rrA�Pr•'�R � � � + � '. �"",'f.: �.t »1.. .M. .�. rr. .,. .1. •w. ;r',+r.. .. r. • FILL VOIDS WITH FIRE SAFING --- INSULATION FOR FIRE RATING ,,, ( E) STRUCTURE "" V.I.F. PROVIDE TYP 1 SEALANT, BOTH SIDES �— UL# HW -SC -0044 DIAG. BRACING AT 4' -0" O.C. 3 -5/8" MTL. TRACK. ANCHOR TO (E) DECK AT 16" O.C. MAX. AND 12" FROM EACH END e t: , DEFLECTION HEAD (WHERE OCCURS) - ; L ^ -- -' - - 1115 A l I a e l i c Avenue FINISHED CEIUNG A I I e e 1, CA 145 PROVIDE INSULATION BATT 0 MECH. " ' R OOM WALLS 3 -5/8 MTL. 1 e I S 10 1 i S 16 i 3 R �— " Fey S10 Ii5 1111 STUDS AT 16 O.C. FINISHED CEIUNG a DETERMINE GA. 5/8" TYPE 'X' GYP. BD., BOTH REQ'D BY LENGTH • " •. SIDES (SEE SHEET A✓O.2 FOR OF STUD FINISH SCHEDULE) - MTL STUD TRACK, BASE AND FINISH FLOOR ANCHOR TO FLOOR Z (SEE FINISH SCHEDULE) AT 24" O.C. MAX ---- O E FLOOR SLAB I AND 12 FROM EACH END Ix LLj = WALL TYPE AS SHOWN ON A2.1 ULI U465 Y 3 1 -HOUR RATED PARTITION R:\APPLE\APPLE-OMDGEWATER\CD\060-lW-DTL\A6O-O3.DWC .0 (E) STRUCTURE WHERE OCCURS , U.S. OF (E) STRUCTURE V.I.F. L1J - VARIES. s WHERE LESS THAN 6 ", PROVIDE 2" X 2" X 16 GA ANGLE [L FASTEN TO EA. (E) STUD. WHERE GREATER THAN 6" PROVIDE Q ATTACHMENT TO ROOF STRUCTURE FINISHED CEIUNG PROVIDE BRIDGING AT WALLS, AS 4 ; REQ'D ° _ pFp SEE ELEVATION FOR WALL FINISH CONTINUE STUDS TO UNDERSIDE OF STRUCTURE AT RECESSED STANDARD FA A A rIf OOGIrON CONDITIONS, TYPICAL. I 2 1/2" X 20 GA. MTL. STUDS AT 24" O.C. WITH 5/8 GYP. 8D. ONE SIDE. FINISH FLOOR AND BASE (SEE FINISH n SCHEDULE) +� (E) FLOOR SLAB - Store No. R -106 0!!!: NOTE: V STUDS MAY BE South Center Mall REQUIRED AT PLUMBING WALLS = WALL TYPE AS SHOWN ON A2 Seattle, Washington FURRED PARTITION Irevie,s eel vrittee •eteriel eI'eeriel lereiv cowitete eri,ieei 2 led eepellivlel veil it Ile Arclilect eel oil vet be leplicetel, -'�/• T-�' viii er eisclesel vitheet vriitee ceeseet et tke ircliteci R:\ APPLE\ APPLE- BR I DGEW ATER \CO \06o_iNW- DTL\A60- O'l.DK OOH ARCHITECTS - 2 004 GAQC XXX A k US. OF (E) STRUCTURE // /�� N 0. D a t e I s s u e V.I.F. 3-5/8' MTL. TRACK 3--5' X 20 GAL MITI. STUDS ~-- AT 14 O.C. IN COMBUSTOLE CONSTRUCTION TYPE '5' ONLY, FIRE STOP AT 10' -0' VERT. AND COUNG R c%n EO PLANE USE NONCOMBUT CODE CC*4 SCE FIRE SAII'M p0mov FINISHED CEDC 5/8' GYP. 8D. (BOTH 9 a FOR PAINT City of �' IrITt. STUD II.OtNG v ISI O N MOOR AT 24' .C. By 12 FROM END �I 3 S 8' MTL. OEFLECIId . ANCHOR STRUCTURE 24 MAX. 12' FROM ru me As sM ON A2.1 NON -RATED PARTITION I� !I V V ERIFY PLAN 01 VERIFY PLAN • N 1 N I f- - L - -- - NOTE: HEIGHT TO BE 5 —0 3 1 /2* - EQ Eo CUT TO FIT STEEL CORNER GUARD STEEL CORNER GUARD 12 _ CORNER GUARD PLAN DETAIL - INT_OTALl- 2 2 - -=- N E BY 0 W cr- WI W I -- 0 of Z = I i o� c� ' J T no v c I • • . IF 9 1 - -- -- - -- ---- -- 0 �t R EIVING I BREAKING AREA ELEVATION V2 %1-M -- R: \AOde- Bridgewc ter \CD\O51 -1)TL.Sf\A61- 11.awg 2\ Q SHELF (6) ADJUSTABLE SHELVES DESK W SHELF r " � N $• SCHEDULED BASE PLE CA 10 V2W4r • GYPSUM Bow STAIAM SM WWI CUPS —EPW FAM TO �YIRIiOR TO SURFACE OF wiu.L r � M t 9 MIRROR DETAIL 6 RECEIVING I' BR 1l1AAPpe- 9rAgnate \CD\060_Mf..9R \6 -09.o METAL CEIUNG nWM 1/4' rF+K. DIAMOND PLATE DECK FlRE— iAEA1ED wooD BLOCIOIVC SCr�w TiwPNrc ADJUSTABLE (— AS �� SOY SHELVES WIWI SEE RCP A3.0 FOR HocHr 57 3" 000 PENT G PµEL SE P FOR OF EKING - ---� TAKMLE EDGE. MUD AND SW SMOOTH GE PAINT TO MATCH PAINTED COUNG INTEXIFORMS, INC. 6980 MONTEREY ROAD GIUM, CA 95070 " TEL 408 846 -5667 FAX 408 846 -5677 TYPE GM ACCESS PANEL ACCESS PANEL AT GYR 6D. CEILING *T■1 R:\AI:lgewoter \CD \061 _WT- OTL \06 -06 P1 2' -0 1/2 I 2'— 1/ " ,e C� HI -LO DRINKING FOUNTAIN E (6) ADJUSTABLE SHELVES � Q SHELF ACCESS PANEL DESK W/ SHELF FAKING AREA ELEVATIO R: \4PPLE\APPLE - SW WALL BEYOND 4? O N FL t 1 � .I 1115 Atlailic ireAee Alemele, CA 94501 Tel 510 1151163 I'll 510 Ii5 1611 Z\,Al u r 'i.� • T , •• of ,r .• - i�• , :z OF ' C 2 1 —REFRI ATOR F—.. N BREAK ELEVATIO unro EMPLOYEE LOCKERS COAT HOOKS DESK l• ! 4F or BREAK ELEVATION EMPLOYEE TELEPHONI DATA RAI V rl% 1 Zvi v 2 DRAWER PEDESTAL B F "Im L 4 KTA M • - Veil 0 tl LI ` 2 R.\APPLE\APPLE - SOl1THCE LATER \CD \061 _W -DTI -05ANG � lei N R. \APPLEVWPLE-- SOUIFK: ENTER \CO \061_INT_DTL\A6t- 0.3.DMIG , 0 U w J Q. 6216 r I RED, F, S WASHINGTON, ob � r. Store No. R -106 South Center Mall Seattle,, Washington APPLE CARE ELEVATION Iresit,t eel orittee •eteriel op'eeritl lereit ceestittte erilieel eel etpellislel tort of Ike Arclitect eel set tot It dopliceted, tied it disclosed witheet trittee cttsett of Ike Irckitect JNTERTOP RINK WRAP )RAWER VERTICAL FILE 'RIGERATOR/ MICROWAVE C N MTV f)F Ti 1kWI A AUG 17 2oa Pr0jec1 No. +41610 Sc a I e AS NOTED o r o ol n i 1 i t i t INTERIOR DETAILS RVbp4\Mo+•- SouthCw+br \CO \06� _MT_OIL\�1�� .OMG y v M JbI All R'Vpmr*wtt- s�rinor:�rrfrrlc l an_ . —... .. . .... _•- ....... w.......r.... «. ....w. ...............w Ir r.. r. �r+• �. �: r r..► �i��• � ��/+ M��RJ .r�Kl�i't�C + �.. .. . . �. • ...+ - •.•r .F.. i.,.. �.r y' R:\NIPLE\ APPLE- SOUTHUNTER \CD\061- *T_07L\91 -02. p H ARCHITECTS- 2 004 1A0C XXX h0 Date issue 28 MAY 04 ISSUE FOR PERMIT 1 2\ 04 AUG 04 REVISION 2 fy >��f ; +� � .•�• L � •:e� fie: e A I,t 4 qI r b 01 Y / 2\ W L M v. V 0 0 L= .I I C X 3' CORK BOARD ADJUSTABLE SHELVES MANAGER DESK PEDESTAL FILE CABIN rI �I I • I N I FLOOR SAFE C MANAGER'S OFFICE ELEVATIONS 0 r el r3 � O ' M I W s � O ' � I \ 0/ e O I I • C a • 91 I tiVVM tLtVA I IVNS ER RESISTANT BD. TYPICAL WALLS, PAINT T HOOK ER TOWEL / WASTE ECEPTICLE ■ 1* �I O • 1 a0� N « M t I aD R e N I i I B 6.1 7' n MIDI. D } r 1 14 E t_T_� 111 Atloil Avem Ale @IIi, t 14 50 1 , 1e1 510M 1613 Flr 510 165 1611 s 0 U r i } t d7 qcp HI > ^' Store No. R -106 South Center Mail Seattle,. Washington Ireeiele eel erittee oeteriel ep'eeriel hereie ceestitete eri1ieel eel eepeilishel veil of tie Irciitect eel oil eet he loplicetel, used er lisclesel eitheet erittee ceeseet of the hrciitect ©OH ARCHITECTS - 2004 QAQC XXX so. Dote Issue _28 MAY 04 ISSUE FOR PERMIT 04_ AUG 04 REVISION 2 RECENEO UnA Y ol4 - ml- Project No. 41610 s c a l e AS NOTED Droving Title INTERIOR DETAILS ...-I T • V WATER RESISTANT GYP. BD. TYPICAL MIRROR SOAP DISPENSER GRAB BARS, TYP. TOILET . 6 � N MIN. --�- I UILC 5 R:\APPLE\ Aov ,E- ROGU►wAY'\CO \062_INT-M\62- 11-W 4' X 3' WHITE BOARD — 4' X 3' CORK BOARD 1 TASK CHAIR, tYP. -- A � D 11 B r77) C I� 111.100, PEDESTAL FILE CABINET FLOOR SAFE �� MANAGER'S OFFICE PLAN V2W-W MANAGER'S OFFICE ACCESSORIES SCHEDULE � osc�non wv+u��cn�x r�ooucT f � � rocs Upuu saw DIIS eoeaac e-306 1 DISK CHAR NON 7901 1 FLOOR SAFE CORPORATE SAFE BR2525E 1 WHITE BQARD 4' X 3' QUARTET Olaf -5534 1 CORK BOARD 4' X 3' QUARTET ORT -5534 1 R: \APP,E\APPL ROCKA wAY\CO \062 IN T _Dn\A62 -( TOILET ROLL HOLDER co I TOILET --r— R M 12 'on GRAB ed __ � D 5 B c N 00 'Z ego C _. SINK ; ._.._�..... -� i � � T PAPER TOWER DISPENSER/ WASTE RECEPTICLE � 7'-8 1/2' COAT HOOK TOILET ROOM PLAN Y J SOAP �' � 'pa °�" -"" _ DISPENSER vzw _ R\�PPtE�PPIt�rA• z_iert_OR1M�- llrJeeC WATER RESISTANT GYP. 80. TYPICAL r p - 31 ALL WALLS, PLANT LIGHT SWITCH WWI TOILET ROOM HARDWARE/ ACCESSORIES SCHEDULE � osc�non wv+u��cn�x r�ooucT f � � rocs Upuu saw DIIS eoeaac e-306 1 PAM Iowa o / wsrE rna.e eoeraac e-38034 1 Tamer ROLL ►ioLuoe 8oereccK e 1 TOILET sE►r PAPER oisro+so+ eoeiecK e-3013 1 SANRNf1 NAPI(N DISPOSAL Boom &_3m 1 MIRROR BY CONTRACTOR 1 fR40E5S — POUSFED EDGE PER SPEC GLIB M BOBRICK 8-5006 AS REGIARED 1 1/4' OK STA1NLfSS STEEL FINSM COAT HOOK FM J616 1 SfMIlESS SIFEL DOOR STOP — — — SEE FWVANtE SCHEDULE R\�vpw\I�op4 so�,MC.na ► \co \OaZ�_ORVib2 eo z f� YL , . _ ..�.�... , ... +- .w... ... '+�' - ;l .r �: • r �.y . � .�.r. , 11 rI- •, q i •� r, � M+,+ w. �/�. ...�,y� y .�.. ,y .. .,,., .. _ . r ..+.. .,,...,,.. .. �.._++ �..v,..r .., n. -.... . ...+.. ...+.. «.w...•r+yr.rM.*. - •+•r•.r..... . ,.•- �,,.�...: ».. .r +.. •. w+ ...•M • . ...�� .. � '\ •' •a 1'i 'a,(• �,` 'Ix s.w s v O 1 co j 6 w • m 0 • I c �-2 5 /16' —t 13/16' 3 7% � _4 -}- -- --k / / / ,, -8 � /e. '�. 4' "8 � /e' 2 -6 J /t � 4' -3 5 /e' 9 7/8� S / e X 1/8' �' -7 5 1 6' .I � 7/8 1 0' 8 1 J 7/8' 5 13 6 16' 3 7 8 1 3 . 7/B'�I�'3 I /e' � 3 7/8' 3 7/8' 4 1/2' 3 5 /16 3 11/16 :, �� ( st Mir c Ism= =A I L_ Fl �� °� —rte ti� _= _.I��r __ Til_�r��--- � - - - -T� F AL -iaa_ tn cq C) �II� II ilrfj Il III � �II �� C> d Ito � -- L ��= _— �� —� --� �—�_,� �� _7 T. a iii ii ��ii u u ii ai i ,! _ LL: u ii a � u ii ii ii u u I III II I� � �iI � I� �I1 � I� �I � I� � III II II p , II II.; j II III II n i II 11 I II II II II II -' II. II II II II II II II II III II II Il II II II�� I II ��11 11 , i II III II .� ll___ILp II II II II ~ I ce Go LEASE LINE 11-3 2 2-6 2' -6' y �1' y 3'� 2 -6'� C�3�� 2' -6'� �3' 1 -3., 2'_6'� 1� 3� * 2' -6'� �3'.,�2' -5 3/8' �1' -35/8• 10•_0• '. '_ I. 10 -0 5• —ON k _ 5•'U• L 5 -0' � — 5 0 -. FRAMING ELEVATION I a x r "I LEFT WALL. R-\VcP APPLE- NDCEW R \CO \07- FPAMNG\A70 \A70 -11DWC O C I W N Z 0 R 9 7/8 4' 3 5 /8' 4 4' 8 1/8 4' -8 1/B 4'-4 1/4' 4'— 7 5/16 4' —B I /8' 4 4' -8 1/8' ' -7 5 /t6 � —4 �� y 6 S /16' X5/16 l 1/Y 3 7/e'�� — 7/8 — — —'— — — - - �3 7/e' - 3 7 /B- 13/16' 3 7/8'- 3 7/8' � 4''0'_� 3 7/8'�.�3 7/e' 13/tfi�3 7/8'2 5/16 � 3 11/16' L V14 It It CID zc= JE; 00 IHF - 1 F1 — 1 I'F — 1 Fi - 1 1 — 11 pr) cr. 0 C) ldr �� U, I II Illlo�ll I II �\� � III I _ L �� 5 7 — Ilm ' 1 III �� II II II �� I. Rio II ill !I II II �� II II H H II`° II„ i m ' C1 m IF � - 11 a ;� i� , 11 ill I I 1' -3 5 /e" X6 2' -5 3/8' 1 2-6 1 � ��3'� 2' -6' I 1' -7' 2' -6' 1' - }' 2' -6' �1' -3' 2' -6' 1' -3' 2' -6' 1' -3' 2' -6' 1'_y . �1 _ _ -;' f y '� _ _ "y f LEASE LINE � 5� -0' _; S' -0' � 5' -0' L 5' -0' _ 1a'' -o' w � -o : 40 9-0 i 1 FRAMING ILEVATION i Z W i • 1-9 5/16 w w 1 -3 —, 3--� � 4 — p 2 0 2'—O 4 —0 4' -2 1/2 + 2' -1 1 4" 4' -2 1/2 !W 9 1 / 9 1/2 - II II � I w Il 10101 2 __ I____ 1 1/2 0 II = i = - - o rr 1�II I Il i 6216 CID � '' ... — I • ''' II II !I II II II Il If , Go r 1 M it , � Il ll lI rl • II II !I II 11 1 STATE OF WASHIN 1 i M N !L I! II II. � I .,.._ II II II T IFS N I 11 II II 11 II II I1 Store No. R -106 *3 .11 I II I 11 Il L 10 9/16* - 10 9 / 16w South Center Mall I 10' — 1' -9 1 /16 2' —0" 2' -0 1'r9 1 /8" 10' -0" Seattle, Washington FRAMING ELEVATION liovisis oil eritteo ooteriol oppooriol Iereio coostitote erilioel ' 2 ell eepollislel tort of 11e Irclitect ill oil set le Iollicolel, MACK WALL 1 3✓��7� osel or lisclosel vitleot erittee cooseol 01 the Arclitect R \ A P P L E \ A P P L E - B R 0 " _ ATER \CD \07- FRAMiNC\A70\A70 -02.DK O D H A R C H I T E C T S — 2004 ( 40 -9 5/16 ' -9 5/16" ' 0• 4$ _Ow 20 -0" 2 —O 4'_00 0_ 0' 0 10 XXX 6 4' -2 1/2 2' -1 11 /4 11 4' - 1 /2 0 C I97 1 s S Y e 4 SUE FOR PERMIT w M 9 1/2 9 1/2 op _ ..... ........ 4 ....... _. ........ . rI cz eV 0 4 0 k II II II , - A W = { O N > O e III II I'N 611 4 Project No. 1 II - r.. c. - - �I^ I� • scope AS NOTED IL N ,! ,,,_.. ....` ' r o . n i t e STRUT FRAMING ELEVATIONS ^' R\Ap*\#mie' SouM+ wftr \C0 \07_FRMfM\ ►70Iwo ,� r r I i A , 10 -0 w 10 -0 ;. t FRAMING ELEVATION giV Y . ROW WALL 3✓ M-7 ' FM �/8"�•?� , _ — RVI/RE�fPPII-A�ORM�'i - IRMNNC; �1E1�1RE� T � ��'�VUO - � 1 •�G • 1 • � .. . Y • - '..A 4'... N►i ..►1�� •. . ... .. �. -- —.--. ...•.......r_ • -.. .�- Y _ .. .y._...r ....r � J r_ __ .y T.• l.1. ... r•.. .�.. }.. :. . .y. . Y- - ....w�.. ...,...,.- .1��..'� �� "'ftiR't G� •'►:�,° �t.a�t.�f�Jlt3..�,�.' . ._�� raw. .y, �• � II C r a < f P 'x•k R 'E /' ''- i Y ^nl 1115 Ati0etic Avenot Iloeetle, CA 94501 Tel 511 W 1663 1`11 510 165 1611 ', • I w r r 1 R N C CA O p « 1 0 � t17 I 4 7.4 c j +10 —4 N SALES AREA SPRINKLER co Ln N I R 7 c° 1' -0 7 1/8" Go , rn N t N 10 DISPLAY TABLE 4 REVIEWED FOR CE CODE COMPLIA APPROVE) 1 g 2004 City Of Tukwila BUILDING DIVISIO N ��4 i ego Im ALIGN INSIW OF DUCT LINER i .. {... ......... _....... .......... { � I SPRINKLER ABOVE ( 77 7 . � I I --L��j I 7CM0NIU7 11 : HVAC DIFFUSER AT PERFORATED PAN SECiT10N 3'rT -Q' R.\APPLE\*IPLE -SMM CEN' ER \CD \07- FPAMING \A71\A71- 09.DWG CID 0 WALL TABLE (BELOW) 1 /1 r— BEAD BLASTED STAINLESS r1 wei i oeuci ego a� J� D, ih 3 . 1 ._ 3 0 enrnuenc eun vee 7.4 • 1 2 \ r -- a STRUT RAFTER I eo*o---- 20 INSULATION PANEL USG 70036 'PRDAER NUBBY CUMAPL UIS' 1' THK 2 LIGHT FIXTURE SUPPOF CWWNEL i ti SALES AREA STRIP nX SALES AREA COUNG SPRINKLER calge ABLY VENTILATION NEWMAT TOP LAYER - CLEAR SHEET METAL CLOSUIF NEWMAT EXPOSED LAl MATTE WHITE LU1MINOt ALIGN FABRIC SEAMS SEAMS IN METAL PAN { i I , F t "CEILING 2 ASSEMBLY 3%1-W R:\ APPLE\ APPLE- SMHCENTR \CD \07- FRAM!NC \A71 \A71 -02.DWG BEAD BLASTED STAINLESS 1/16 1/160 BEAD BLASTED STAINLESS STEEL SHELF STEEL PANEL ,I ,i = i 8 N � Ll4 et • 1 , cV } w � I I, I li V8 A 7.4 J J*, fi x,. � • � � /x a !�,• A T. � f 3� • r 1115 Atlaetic Areoie Ali@eli, CA 94 50 1 Tel 510 865 1663 f�� 510 865 1611 y l 7 • 1 W i E— r ,gyp i W Store No. R -106 South Center Mall W Seattle as Ington Irerriele eel 16itei •eteriel oppooriej lereie ceeolilete orijieel eel oepellieled work of Ile Irclitect eel eel got be lepliceted, coed or lisclmd eilleet frittee comet e1 Ike Irclitect 0H ARCHITECTS -2004 QAQI XXX N o. Date Issue 28 MAY 04 I SSUE FOR PERMIT 2 04 AUG 04 REVISION 2 _ - -- RECQVIM AU t Project No. 41 610 stole AS NOTED Drawing Title WALL SECTIONS _& DETAILS ft\ft*VW*- S0UtWwft \C0 \07—c VNW\A71.e 4 WALL rANEL ,f TOMY" 7 HMOAIZOIVTIIIL 3'r? 4Or BE�CTION fl■T�"l MOFWZONT'AL. A 11111111 p 3'W-W .A e> �Mta 11F- 1EK1C/1R�_1eNG\A71r17t -10I R�MPItEN1Fl1 '\Ct1_iR#MMC\I17t\A71 -0��G R:\ APPIt�APPIE- �IR�1TfR�- 1NNC\A71V17t -M.OMG RV�l1VM 'tt- 'ERf- I�M+NC\A71�LR�IG .. ° .... - a ... i . ..t' �►....:........— 1.... ...1..........►.....- .,...../.. k L.- _..... a'..d i. _. .�.Na..... i.ii..wLi,....J. era .r.+..r. - — - - - ,• • .,. — M,,. ,. ..�. y'... ", ':s. . w .�, y ,... •'w . PI. <M- .w.s . i v J e a b r 1 • I w r r 1 R N C CA O p « 1 0 � t17 I 4 7.4 c j +10 —4 N SALES AREA SPRINKLER co Ln N I R 7 c° 1' -0 7 1/8" Go , rn N t N 10 DISPLAY TABLE 4 REVIEWED FOR CE CODE COMPLIA APPROVE) 1 g 2004 City Of Tukwila BUILDING DIVISIO N ��4 i ego Im ALIGN INSIW OF DUCT LINER i .. {... ......... _....... .......... { � I SPRINKLER ABOVE ( 77 7 . � I I --L��j I 7CM0NIU7 11 : HVAC DIFFUSER AT PERFORATED PAN SECiT10N 3'rT -Q' R.\APPLE\*IPLE -SMM CEN' ER \CD \07- FPAMING \A71\A71- 09.DWG CID 0 WALL TABLE (BELOW) 1 /1 r— BEAD BLASTED STAINLESS r1 wei i oeuci ego a� J� D, ih 3 . 1 ._ 3 0 enrnuenc eun vee 7.4 • 1 2 \ r -- a STRUT RAFTER I eo*o---- 20 INSULATION PANEL USG 70036 'PRDAER NUBBY CUMAPL UIS' 1' THK 2 LIGHT FIXTURE SUPPOF CWWNEL i ti SALES AREA STRIP nX SALES AREA COUNG SPRINKLER calge ABLY VENTILATION NEWMAT TOP LAYER - CLEAR SHEET METAL CLOSUIF NEWMAT EXPOSED LAl MATTE WHITE LU1MINOt ALIGN FABRIC SEAMS SEAMS IN METAL PAN { i I , F t "CEILING 2 ASSEMBLY 3%1-W R:\ APPLE\ APPLE- SMHCENTR \CD \07- FRAM!NC \A71 \A71 -02.DWG BEAD BLASTED STAINLESS 1/16 1/160 BEAD BLASTED STAINLESS STEEL SHELF STEEL PANEL ,I ,i = i 8 N � Ll4 et • 1 , cV } w � I I, I li V8 A 7.4 J J*, fi x,. � • � � /x a !�,• A T. � f 3� • r 1115 Atlaetic Areoie Ali@eli, CA 94 50 1 Tel 510 865 1663 f�� 510 865 1611 y l 7 • 1 W i E— r ,gyp i W Store No. R -106 South Center Mall W Seattle as Ington Irerriele eel 16itei •eteriel oppooriej lereie ceeolilete orijieel eel oepellieled work of Ile Irclitect eel eel got be lepliceted, coed or lisclmd eilleet frittee comet e1 Ike Irclitect 0H ARCHITECTS -2004 QAQI XXX N o. Date Issue 28 MAY 04 I SSUE FOR PERMIT 2 04 AUG 04 REVISION 2 _ - -- RECQVIM AU t Project No. 41 610 stole AS NOTED Drawing Title WALL SECTIONS _& DETAILS ft\ft*VW*- S0UtWwft \C0 \07—c VNW\A71.e 4 WALL rANEL ,f TOMY" 7 HMOAIZOIVTIIIL 3'r? 4Or BE�CTION fl■T�"l MOFWZONT'AL. A 11111111 p 3'W-W .A e> �Mta 11F- 1EK1C/1R�_1eNG\A71r17t -10I R�MPItEN1Fl1 '\Ct1_iR#MMC\I17t\A71 -0��G R:\ APPIt�APPIE- �IR�1TfR�- 1NNC\A71V17t -M.OMG RV�l1VM 'tt- 'ERf- I�M+NC\A71�LR�IG .. ° .... - a ... i . ..t' �►....:........— 1.... ...1..........►.....- .,...../.. k L.- _..... a'..d i. _. .�.Na..... i.ii..wLi,....J. era .r.+..r. - — - - - ,• • .,. — M,,. ,. ..�. y'... ", ':s. . w .�, y ,... •'w . PI. <M- .w.s . i v J e d • M 5132" 9 3/16" X32• 9 1/2' 'FIRE EXTINGUISHER CABINET 12 ELEVATION 1 vm-w R:\ APPLE\ APPLE- BMDCEMIATER \CD \07- FRAMING\A72\A72- 12.DWC SS F.E.C. PANEL FA R co 1 R M M R � co M ao i N FIRE EXTINGUISHER CABINET 11 SECTION•( -0 R:\NIPLE\APPLE- WDCEWATER \CD\07- FRAMING \A72\p72- 11.DWC i � I o i R co TMIGEN C541 8 n 12 • %%.Doe �0 FIRE EXTINGUISHER CABINET � A: API. EWREE- �IM'ER�ip- 1�IIuC\A7?M7? -1�I�C . 5 • . mil' M . !+... .. ' o, '( <. , ,. r _T. ► r a . . N . . wh,.ry, r M .. r.« .. ... , a w • ... - — .._ .- .. . ....� • .. w ..-.. - . - 4 2x4 1 70036 'PREµ PANEL � K CLIMAPLUS - TH F o .. ..N..NO• ... 1 000......o. 00...... 00 ......... ......................aoo...00. o. N. O. ON...•..•. NN.. NO.. N...... ...•N...........NN.........�... 0 " .N cnNNN....... N ...... .......N....N....N..N...NN...NN •ceWNNN.. ... NN. oNN0 ..00...0.N0NN0o.00.0.....o0N.0. 0 sees 00 ..N so: .. � ^N••N....N.N�o..o.NN...N.N.... N.....N e.oN.N YNN. o. e.....N 1• . ............... r. W .. ......... ^ v ............................ ................N.............. rY......... ..•. N...•.. N ............ ............................... N... ........ e..N.N•.NNN..N N..NNNNO.. N. N.INN.NN... N.NN. ch...NNN N 2 to ' N — N f R' M 5 STROBE LOCATION IF REQUIRED ONLY --- ---- -- - w t u R ECESSED LCD ONITOR– SEE 1 – « J ' w r 00 R V) R � R co ` THERMOSTAT SENSORi ,- 10 N IF v+ FIRE EXTINGUISHE RROEIRE PLE o GRAPHICS / x co R t7 I N w r CN EAD BLASTED FEC DOOR ZRICA VIDED BY METAL PANEL f M 5132" 9 3/16" X32• 9 1/2' 'FIRE EXTINGUISHER CABINET 12 ELEVATION 1 vm-w R:\ APPLE\ APPLE- BMDCEMIATER \CD \07- FRAMING\A72\A72- 12.DWC SS F.E.C. PANEL FA R co 1 R M M R � co M ao i N FIRE EXTINGUISHER CABINET 11 SECTION•( -0 R:\NIPLE\APPLE- WDCEWATER \CD\07- FRAMING \A72\p72- 11.DWC i � I o i R co TMIGEN C541 8 n 12 • %%.Doe �0 FIRE EXTINGUISHER CABINET � A: API. EWREE- �IM'ER�ip- 1�IIuC\A7?M7? -1�I�C . 5 • . mil' M . !+... .. ' o, '( <. , ,. r _T. ► r a . . N . . wh,.ry, r M .. r.« .. ... , a w • ... - — .._ .- .. . ....� • .. w ..-.. - . - 4 2x4 1 70036 'PREµ PANEL � K CLIMAPLUS - TH F o .. ..N..NO• ... 1 000......o. 00...... 00 ......... ......................aoo...00. o. N. O. ON...•..•. NN.. NO.. N...... ...•N...........NN.........�... 0 " .N cnNNN....... N ...... .......N....N....N..N...NN...NN •ceWNNN.. ... NN. oNN0 ..00...0.N0NN0o.00.0.....o0N.0. 0 sees 00 ..N so: .. � ^N••N....N.N�o..o.NN...N.N.... N.....N e.oN.N YNN. o. e.....N 1• . ............... r. W .. ......... ^ v ............................ ................N.............. rY......... ..•. N...•.. N ............ ............................... N... ........ e..N.N•.NNN..N N..NNNNO.. N. N.INN.NN... N.NN. ch...NNN N 2 to ' N — N f R' M 5 STROBE LOCATION IF REQUIRED ONLY --- ---- -- - w t u R ECESSED LCD ONITOR– SEE 1 – « J ' w r ` R Is C1 11 _I j N R I . 1/2! 1 K0 0 N 74 =1�1� 'Fig LCD PANEL LCD PANEL eECnar nno 4 HOWoNra WEcnoN • r. 6 RI 9 7/8" I P E t f i 5 LCD PANEL PERFORATED PANELS hiviep too trittee moleriol o"toriel lereie coestitdtt orilieol HEAD (SILL AND JAMB SW vmT4)r 2 ELEVATION del dopollislel tort of Ile Arelitect ddl oil tot be lotlicotel, �■t- Or esel or lisclosel tilkeot trilled cooseet of Ile Arclitect R:\APPLE\ APPLE- WDMVAT ER \Ca \07- FRAMING\A72\A72- 03.DMC R:\ APPLE\/ WPLE- BRIDGENMTER \CD \07- FRAMiNC \A72\A77 - 02.0WC O D H A R C H I T E C T S - 2004 I \, I \ 10 1 10 1/2" 3 ' -2 * ACCESS PANEL 318 ' STEEL MOUNTING PATE PEA ARTICULATING SWIVEL (M(UNT LCD MONIT IvvVvvvk a ii -- - -- _.. - - -� Log � f m s1 ASTED W ITH MILLLED OPENING UPPORT MEMBERS TO BE NUOUS AT LCD MONITOR • t h ■ k CN : }k .._. � .._... _.._ .._..._ ._._. _._...� _--Dm . ) 000000000000000 —- ) 000000000000000 ♦000000000000000e e� 0000000000000000000000000000000c ) 0000000000000006000000000000000c .._ ) 0000000000000000000000000o00000c N ) 0000000000000000000000000000000( 1115 Allodfic Avem ) 00000000000000000000o0000000000c r" )000000000000000 O00000000000000c Ale■elo, CA 94501 )000000000000000 000000000000000c ) 00000000 00000000000000000000000c 1e1 S10 W 1663 )00000000000000 00000000000000c - -- - � ' ) o o e� s o 0 0 "_".9 \0000000000c " o O o 010 - 0 0 o c - — � f o t S 10 865 1611 )00000000000000 0000000000c 01 4" ,000000000000000.0000000000c 1000000000000a000o0a00000o0c �y - -� 0a0o0oo000000o 00000 0000oc ,u000000000000000000000000>� N )00000000000000a 0000000000c �! )000000oo00ovoov 000000o00oc )oov000000000000 oo0600040oo0000000000oo0oc 0000000000000oo0000000aooc 1 1 /2" S 15/18 ALE MR WK R t SPRINKLER o PERFORATED PANELS 3 ELEV TION "4r R: \APPLE\WPLf- BRIDGEIAMIER \CO \07 FRAMING \A72\A71- (13.Ow'G o a 5/ s •— �wft�� ; 100000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c —- 300000000000000 00000000000000( R )00000000000000 00000000000000c )00000000000000 00000000000000c �� )00000000000000 00000000000000C N )00000000000000 00000000000000c )*0000000000000 00000000000000c )0000000.0000000 00000000000000c )00000000000000 00000000000000c �?16 )000000001000000 00000000000000c JRE TERED ) 00000000000000 0000000000000oc tTE ooeo-oeo00o-��0 o-�- e�c.0000-e -eseot - --- )00000000000000 0000000oo00000c )00000000000000 00000000000000c f1 4 ")00000000000000 00000000000000c / )00000000000000 00000000000000t 0000d00o00000 OOOOOOOOOOOOOOC � OENW �STN�EIJf T Ju0000400000000 00000000000000c cV )00000000000000 00000000000000c dr�i f )00000000000000 00000000000000c , )00000000000000 00000000000000c 00000.000000000 00000000000000c D LCD MONITOR 0 00000000000000c — 1 2 ' 29/3 " 29/32" I Store No. R -106 South Center Mall Seattle, Washington 1 1/"AMW R\APRLEwRE IIWWW-MW4\ AW72_1 OAQC XXX ' 115ee _ - 9 RIS FOR PERMIT 2 -10 1/8 " A CE N EQ. _ _–_ EQ. LO 1 Go J*p Z _ III project Mo. 41611 0o M Go S C a 1 e AS NOTED w I - 2+ D r o 1 n I 1 i t i e WALL SECTIONS o of LCD AND DETAILS r �(_ _ ,1 LCD PANEL ,/ ELEVATION , 3%14r WI -61 -MG .. .�,r,n. •�•..+..w�l�<...•.r:t••.r._ .r...,,, •r .6 A..�:.Mr..... =.1;r: 040040 *opt., 00 R � R co ` THERMOSTAT SENSORi ,- 10 FIRE EXTINGUISHE CABINET– SEE 9 – o ` R Is C1 11 _I j N R I . 1/2! 1 K0 0 N 74 =1�1� 'Fig LCD PANEL LCD PANEL eECnar nno 4 HOWoNra WEcnoN • r. 6 RI 9 7/8" I P E t f i 5 LCD PANEL PERFORATED PANELS hiviep too trittee moleriol o"toriel lereie coestitdtt orilieol HEAD (SILL AND JAMB SW vmT4)r 2 ELEVATION del dopollislel tort of Ile Arelitect ddl oil tot be lotlicotel, �■t- Or esel or lisclosel tilkeot trilled cooseet of Ile Arclitect R:\APPLE\ APPLE- WDMVAT ER \Ca \07- FRAMING\A72\A72- 03.DMC R:\ APPLE\/ WPLE- BRIDGENMTER \CD \07- FRAMiNC \A72\A77 - 02.0WC O D H A R C H I T E C T S - 2004 I \, I \ 10 1 10 1/2" 3 ' -2 * ACCESS PANEL 318 ' STEEL MOUNTING PATE PEA ARTICULATING SWIVEL (M(UNT LCD MONIT IvvVvvvk a ii -- - -- _.. - - -� Log � f m s1 ASTED W ITH MILLLED OPENING UPPORT MEMBERS TO BE NUOUS AT LCD MONITOR • t h ■ k CN : }k .._. � .._... _.._ .._..._ ._._. _._...� _--Dm . ) 000000000000000 —- ) 000000000000000 ♦000000000000000e e� 0000000000000000000000000000000c ) 0000000000000006000000000000000c .._ ) 0000000000000000000000000o00000c N ) 0000000000000000000000000000000( 1115 Allodfic Avem ) 00000000000000000000o0000000000c r" )000000000000000 O00000000000000c Ale■elo, CA 94501 )000000000000000 000000000000000c ) 00000000 00000000000000000000000c 1e1 S10 W 1663 )00000000000000 00000000000000c - -- - � ' ) o o e� s o 0 0 "_".9 \0000000000c " o O o 010 - 0 0 o c - — � f o t S 10 865 1611 )00000000000000 0000000000c 01 4" ,000000000000000.0000000000c 1000000000000a000o0a00000o0c �y - -� 0a0o0oo000000o 00000 0000oc ,u000000000000000000000000>� N )00000000000000a 0000000000c �! )000000oo00ovoov 000000o00oc )oov000000000000 oo0600040oo0000000000oo0oc 0000000000000oo0000000aooc 1 1 /2" S 15/18 ALE MR WK R t SPRINKLER o PERFORATED PANELS 3 ELEV TION "4r R: \APPLE\WPLf- BRIDGEIAMIER \CO \07 FRAMING \A72\A71- (13.Ow'G o a 5/ s •— �wft�� ; 100000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c —- 300000000000000 00000000000000( R )00000000000000 00000000000000c )00000000000000 00000000000000c �� )00000000000000 00000000000000C N )00000000000000 00000000000000c )*0000000000000 00000000000000c )0000000.0000000 00000000000000c )00000000000000 00000000000000c �?16 )000000001000000 00000000000000c JRE TERED ) 00000000000000 0000000000000oc tTE ooeo-oeo00o-��0 o-�- e�c.0000-e -eseot - --- )00000000000000 0000000oo00000c )00000000000000 00000000000000c f1 4 ")00000000000000 00000000000000c / )00000000000000 00000000000000t 0000d00o00000 OOOOOOOOOOOOOOC � OENW �STN�EIJf T Ju0000400000000 00000000000000c cV )00000000000000 00000000000000c dr�i f )00000000000000 00000000000000c , )00000000000000 00000000000000c 00000.000000000 00000000000000c D LCD MONITOR 0 00000000000000c — 1 2 ' 29/3 " 29/32" I Store No. R -106 South Center Mall Seattle, Washington 1 1/"AMW R\APRLEwRE IIWWW-MW4\ AW72_1 OAQC XXX ' 115ee _ - 9 RIS FOR PERMIT 2 -10 1/8 " A CE N EQ. _ _–_ EQ. LO 1 Go J*p Z _ III project Mo. 41611 0o M Go S C a 1 e AS NOTED w I - 2+ D r o 1 n I 1 i t i e WALL SECTIONS o of LCD AND DETAILS r �(_ _ ,1 LCD PANEL ,/ ELEVATION , 3%14r WI -61 -MG .. .�,r,n. •�•..+..w�l�<...•.r:t••.r._ .r...,,, •r .6 A..�:.Mr..... =.1;r: 040040 *opt., • D —LJNE DOOR PULL - PRIVACY LOCK. EMERGENCY RELEASE MOUNTED TO INSIDE FA CE OF SALES SIDE OF DOR PROVIDE HOLE IN SALES SIDE FOR EMERGENCY KEY ONLY 2 1/2 METAL STUDS — — - GYPSUM BOARD INSULATION 1 /4M 0/ s _ - - - - NV .� Ir 11 i T gipal .40! GYF 2' D —L ROOM DOOR R:\ APPLE'\ APPLE- BRIDGEWATER \C'D \07- fRMRNC \A73 \A73- 12.DWG s to O � 41 1/4 �0 PAINT TO MATCH WALLS � I 2 1/2 MTL• STUDS GYPSUM BOARD r I 1/2 13/16! L N i i j i w i r— , 4 Is 41 It • : ►i, :s •:� •f . •Ir::: •::•• .� ,,.. ♦•.. ♦•1•ft •• ••H•• , 09 ♦ • a. r►•■•• • •1•Ir•f•••• •« t`� Z :i`ra::i :::Z : :�i ::� : �rr•f= •11�•••N••r �••i••N.Z•1�• N1• •••Nt N•• ♦• • •••Z�•• r • ♦ i :••,•• •.N NN••• 2• ��• .1Y 1Rf•• S • N :1 Y • t Y/I *r • •••.+ ••i.fs +' }••} ♦ ♦ ♦ ♦ ♦•:•iff•• ♦ PII•• +• ••ti •..♦•♦• ••f //f • •• • r•ILI ■ r•f■ •• •.•S•,• • M. . 1 ••• HIT• • R••.••1•.••N. •• ♦ •.. NN ♦ ♦ ♦ • • •• M :• ••••�•••�•••• : •• ; fw• •r•tf •H •rr•:•:: • f Rt • • rrf • M ••• Mat �iiii ij� + R t { w , N do� 1' -4" 00111100000 s ' N i 1 1/4 ` o o "� I CN ft 00 I a �� BOH DOOR (TOILET ROOM SIM.) � BOH DOOR vow a%ra eECna+ RW WiwaunWPwwvWM-wr. BEAD BLASTED STAINLESS STEEL (SALES SIDE OF DOOR CPONCEALED FLOOR CLOSER, BELOW « cD RyAPR,EVIPRE eN11pCe!�r►T F II'�CO�f- /R�IINC\A13yi7t -�.�C � • l R r 0 R` N 1, • J Z +7 10 _ - - -- « MALIGN -1 /2 s BOH DO �o i d GYPSUM BOARD 7/8 ' FURRING CHANNEL +8' -0" CEILING AT TOILET ROOM 7/8 R FURRING CHANNEL MLATION (AT TOILET ROOM ONLY) GYPSUM BOARD 'x•' ,�, $:.�� Vii , �, L • . "� i 1 Y�Q k 4. ARCM ;�...ECj 1115 Alloelic Ale■ele, CA 94501 Tel 510 165 1663 Trot S10 1115 1611 x w w 0 t 't PARTITION AS SCHEDULED 1/4 I t x 0000 BLOCKING AS READ. d ?16 " USTERED { ' t HOLLOW METAL FRAME TENNIS M104A STATE QF W TON JiJ • 1 .6 119 OR (TOILET ROOM DOOR SIM. �t-ar R: \APOLE\APPLE- BRIDCE*ATE R \CD \07 - FRAMINC \A73 \A73- 0 ?.DWC RI t COMPOUND 1/40 R 5 TOILET ROOM / BOH DOOR G HOLLOW METAL FRAME RI 1/2 • 1 5/32' R N VCT ON LEVEL BASE FLOOR LEVELING COMPOUND N 0. Dote 1 :sue 28 MAY 04 ISSUE FOR PERMIT 1 1 ' 1► �' y J 11/16 BOH DOOR Mal « HOLLOW METAL FRAM JAMS CONTINOUS SILENCER SCHEDULED DOOR Store No. R -106 C p �FINF . co �oR South Center Mall app �ANCF Seattle, Washington Jul a ? Ireeiels eel erittee �eteriel e��eerie� lereie ceestitete eri�ieel g�l Of eel eepellielel Berl of 11e Irclitect eel red eet be deplicetel, esel or lisclesel Whet triitee ceeseet if tie Arclitect R: 07 -FRAM \A73\A73 -02.WG cDOH ARCHITECTS -2004 _N 0 A C XXX RVMRE1�Rt- e��rE�1R�M- �M�1CV►731A7NI,�eG -._ w. ► ........r�•..�r..n. +'. a...+..+r•r.w.rr..aM•.+. .iw.w. .._ .�•.►.i _ '_ . ` 1. �(�j? . �.,=` . °� { F r1. ..y. , �•F1. ►.•.. t•n e, a M++sv1 y a . .1+.. eii•t�.i. .�•--- ^� –; —�0 3►+v► r+..•.Y�. +� �1. �t1:+ rte. r,yr.,,. A,,.... .. •. f ., • . '. «•. •cam PARTITION AS SCHEDULED CONTINOUS SILENCER SCHEDULED DOOR — HOLLOW METAL FRAME BLOCKING AS READ. • 1 w. _ Project N0. 41611 Score AS NOTED a r • t c ► e WALL SECTION AT BOH AND DETAILS R�IIppN\MpK S&AhCwfb► \C0\07_FRAMMC\A73.#vq j 1 1 ' 1► �' y J 11/16 BOH DOOR Mal « HOLLOW METAL FRAM JAMS CONTINOUS SILENCER SCHEDULED DOOR Store No. R -106 C p �FINF . co �oR South Center Mall app �ANCF Seattle, Washington Jul a ? Ireeiels eel erittee �eteriel e��eerie� lereie ceestitete eri�ieel g�l Of eel eepellielel Berl of 11e Irclitect eel red eet be deplicetel, esel or lisclesel Whet triitee ceeseet if tie Arclitect R: 07 -FRAM \A73\A73 -02.WG cDOH ARCHITECTS -2004 _N 0 A C XXX RVMRE1�Rt- e��rE�1R�M- �M�1CV►731A7NI,�eG -._ w. ► ........r�•..�r..n. +'. a...+..+r•r.w.rr..aM•.+. .iw.w. .._ .�•.►.i _ '_ . ` 1. �(�j? . �.,=` . °� { F r1. ..y. , �•F1. ►.•.. t•n e, a M++sv1 y a . .1+.. eii•t�.i. .�•--- ^� –; —�0 3►+v► r+..•.Y�. +� �1. �t1:+ rte. r,yr.,,. A,,.... .. •. f ., • . '. «•. •cam PARTITION AS SCHEDULED CONTINOUS SILENCER SCHEDULED DOOR — HOLLOW METAL FRAME BLOCKING AS READ. • LISTABLE SHELF / 16" .� I r V_ /5/16 /16" 7/16 _ �l 1/16 = R 1/16 " 5/16. II - - -- / / 16" w 1 i_ � v I s� 2 11/16" j BOOKSHELF SUS (304) BLAST FINISH II 3 5/16` , 3 5/16 I II III 12, FIXED SHELF • 3/t f 304. R:\ APPLE\ APPLE- BMDCEWATFR \CO \07- FRAMINC\A74\A)4 -11 4 t5' 0 114 �n i - Ln R 1 /4"! 2 3/8 3 5/1 ' 5/16', 2 I m f • 1' -2 1/4* l/ 1 6N&- 1 11 9/16' 3/8' ACRYLIC DIFFUSER – SANDBLAST EXPOSED EDGES (2) 10'-0* LONG SECTIONS PER WIRED CABINET PAINT THIS EDGE MATTE BLACK AND EDGES THAT FACE STAINLESS SEET SURROUND (NO LIGHT TRANSMISSION) t . 6 ACRYLIC DIFFUSERS �t� sEC�noN - R\APPU APPLE- BR[ aWATER \CD \07- FRAMINC\A74 \AN- 09.DWC v.T-w R:\APPLEWPLE-BRIDCEWATER\CD\07-FRAMNC\A74\A74-06.DK w _ M � r _ r� ±I w I ll 3/8 P. WALL PANEL INSIDE CORNER 8 )UND AS RE0 r 8 AS E o SS PANEL 10 Iwo -- _ -- R\'IPR.EVI►Rt �R'�1'ER '1101- IerM1�NC'�A74\Al1 -ta#rG 1 2 / 4 1 /8 ACRYLIC DIFFUSER CLOSURE PANEL ;�. SANDBLAST EXPOSED EDGES 2 I I '� wt IC 1 7 i _ \ Z = �OF— _ R Q i .r a M ' to W I cp Project No. 41610 sa "� AREA OF GRAPHIC BANNER I LEVELING COMPOUND AS REQ D I N w Scale AS NOTED -� �• - - !+""� i Dra•iny_Ti_tro WIRED CABINET & METAL CIRCUIT 6 _ _ ! t PANEL DETAILS IN w L2 \1 R\IbOw\AW* 50,AW.wfbr\Cn \07_F1�G 00,V74A&% 16 1 /4 � l BASE o SS SHELF yo jj x ;x , 20' - 0 1/4 GRAPHIC PANEL 'WIRED CABINET GRAPHIC PANEL .. w• � . a . �. 3 ��la•c I I 1 1/2 • fi CIRCUIT 7 _ 0 CIR IT �9! b CU 6 METAL PANEL CONT. 3M LM – SUB – STRUCTURE j EWED FOR — �. � 1 R E E -- - = TUCK — A–NOTE WH 30% W OOD ORDER Cr) t Dl SION I ��QC�O Store No. R -106 n ; I HOLDER " PART N0. o = ~ Z00� e" WITH 1 2 3635 -30 �+ ! �' •r p�4 19 w - 20 -o South Center Mall SS ROD t ; - — - il Seattle, Washington 1 $ + 1/2 2 "' �� NG �- Tu DY kw '10 / I ! ACRYLIC DIFFUSER – - PAINT EXPOSED DI ---- EL OUTSITE CORNER ► �/ ' T SAN BLAST EXPOSED EDGES OF WIRED 3 16 W IRED CABINET Ireeie,e eel erittee .eteriel e�� eerie, lereie ceeetitete eri,ioel * i� ■ E DGES. SEE 9/– / CABINET MATTE 2 Ili eepellisMel vorl of 11e Irclitect eel oil eot be deplicetel, 8" T� " / B F�MZCWAL 1 'UZ14r osed I disclosed eitkelt IriItee ceeslot of tie Arclitect R:\APPS\ APPLE -BRe) WATER \CO \D7- M*I!iC\A74 \A74 -01.MC 5 11 /16 ( ! I 1 —3w LA R: - 90UTKTNTER \CO \07_FRAMINC \A74 \A14 O2.DOC OOH H ARCHITECTS - 2004 GRAPHIC PANEL U9HTBOX 20'_1 1/4" o "Q XXX No. Dote Issue 'F- - 1 4" THK. DISPLAY PANELS � � � - / i 28 MAY 04 ISSUE FOR PERMIT I ti 4 i r SPRINKLER CONCEALED ABOVE WIRED CABINET VENT THROUGH TOP SHEET METAL LIG FIXTURE HOUSING 6 M .Y. A AA 4 ? " Jp� t y •'2A 4 K s I I ll 1115 1115 Atloet* ieeeee Alemede, CA 94501 _, Tel 5 10 8115 1663 M 3/4w 510 1115 1611 LINE OF WIRED CABINET 2" 1/16 " • � / A El W 3 CORNER OF WIRED C ABINET 1:\ APPLE\ APPLE- BRIDCEMMTER \CO \07- FRAMIW\A74 \A74 -03 OK 0 � w 20 –2 L1J RI R ; t � t 4 � i I s , AC -- PAINT WHITE O O O O I i i b2 =b • � _RED . TYPICAL WALL PAN i 1 1�2 2 1�8" l�_� ..�_�..� �UY AUU U-4 RCV WIVIV t 1 ,2 7/80, CIRCUIT 8/9 „AIMNMC�7M -o1JMC Ry�Eyrp�_ u • . w ELEVA710N 3W4r t�Vrr*e�� cVu�v�- o�.rRc wM.rv.wi.y.•. w..+w�..+.+.w+ ..w .•�+o .• .vr �..w•1.►Mrw .N.w omw !, ' M ..: -.t ter ` •.. • r i. .o• . 1 w .A ..••.w.,wR•.r�•.•r n11 +tir•Ifa. Art. r/n .... �. ..4.arww .... .• • , _._- --- — 0 V 0 304. R:\ APPLE\ APPLE- BMDCEWATFR \CO \07- FRAMINC\A74\A)4 -11 4 t5' 0 114 �n i - Ln R 1 /4"! 2 3/8 3 5/1 ' 5/16', 2 I m f • 1' -2 1/4* l/ 1 6N&- 1 11 9/16' 3/8' ACRYLIC DIFFUSER – SANDBLAST EXPOSED EDGES (2) 10'-0* LONG SECTIONS PER WIRED CABINET PAINT THIS EDGE MATTE BLACK AND EDGES THAT FACE STAINLESS SEET SURROUND (NO LIGHT TRANSMISSION) t . 6 ACRYLIC DIFFUSERS �t� sEC�noN - R\APPU APPLE- BR[ aWATER \CD \07- FRAMINC\A74 \AN- 09.DWC v.T-w R:\APPLEWPLE-BRIDCEWATER\CD\07-FRAMNC\A74\A74-06.DK w _ M � r _ r� ±I w I ll 3/8 P. WALL PANEL INSIDE CORNER 8 )UND AS RE0 r 8 AS E o SS PANEL 10 Iwo -- _ -- R\'IPR.EVI►Rt �R'�1'ER '1101- IerM1�NC'�A74\Al1 -ta#rG 1 2 / 4 1 /8 ACRYLIC DIFFUSER CLOSURE PANEL ;�. SANDBLAST EXPOSED EDGES 2 I I '� wt IC 1 7 i _ \ Z = �OF— _ R Q i .r a M ' to W I cp Project No. 41610 sa "� AREA OF GRAPHIC BANNER I LEVELING COMPOUND AS REQ D I N w Scale AS NOTED -� �• - - !+""� i Dra•iny_Ti_tro WIRED CABINET & METAL CIRCUIT 6 _ _ ! t PANEL DETAILS IN w L2 \1 R\IbOw\AW* 50,AW.wfbr\Cn \07_F1�G 00,V74A&% 16 1 /4 � l BASE o SS SHELF yo jj x ;x , 20' - 0 1/4 GRAPHIC PANEL 'WIRED CABINET GRAPHIC PANEL .. w• � . a . �. 3 ��la•c I I 1 1/2 • fi CIRCUIT 7 _ 0 CIR IT �9! b CU 6 METAL PANEL CONT. 3M LM – SUB – STRUCTURE j EWED FOR — �. � 1 R E E -- - = TUCK — A–NOTE WH 30% W OOD ORDER Cr) t Dl SION I ��QC�O Store No. R -106 n ; I HOLDER " PART N0. o = ~ Z00� e" WITH 1 2 3635 -30 �+ ! �' •r p�4 19 w - 20 -o South Center Mall SS ROD t ; - — - il Seattle, Washington 1 $ + 1/2 2 "' �� NG �- Tu DY kw '10 / I ! ACRYLIC DIFFUSER – - PAINT EXPOSED DI ---- EL OUTSITE CORNER ► �/ ' T SAN BLAST EXPOSED EDGES OF WIRED 3 16 W IRED CABINET Ireeie,e eel erittee .eteriel e�� eerie, lereie ceeetitete eri,ioel * i� ■ E DGES. SEE 9/– / CABINET MATTE 2 Ili eepellisMel vorl of 11e Irclitect eel oil eot be deplicetel, 8" T� " / B F�MZCWAL 1 'UZ14r osed I disclosed eitkelt IriItee ceeslot of tie Arclitect R:\APPS\ APPLE -BRe) WATER \CO \D7- M*I!iC\A74 \A74 -01.MC 5 11 /16 ( ! I 1 —3w LA R: - 90UTKTNTER \CO \07_FRAMINC \A74 \A14 O2.DOC OOH H ARCHITECTS - 2004 GRAPHIC PANEL U9HTBOX 20'_1 1/4" o "Q XXX No. Dote Issue 'F- - 1 4" THK. DISPLAY PANELS � � � - / i 28 MAY 04 ISSUE FOR PERMIT I ti 4 i r SPRINKLER CONCEALED ABOVE WIRED CABINET VENT THROUGH TOP SHEET METAL LIG FIXTURE HOUSING 6 M .Y. A AA 4 ? " Jp� t y •'2A 4 K s I I ll 1115 1115 Atloet* ieeeee Alemede, CA 94501 _, Tel 5 10 8115 1663 M 3/4w 510 1115 1611 LINE OF WIRED CABINET 2" 1/16 " • � / A El W 3 CORNER OF WIRED C ABINET 1:\ APPLE\ APPLE- BRIDCEMMTER \CO \07- FRAMIW\A74 \A74 -03 OK 0 � w 20 –2 L1J RI R ; t � t 4 � i I s , AC -- PAINT WHITE O O O O I i i b2 =b • � _RED . TYPICAL WALL PAN i 1 1�2 2 1�8" l�_� ..�_�..� �UY AUU U-4 RCV WIVIV t 1 ,2 7/80, CIRCUIT 8/9 „AIMNMC�7M -o1JMC Ry�Eyrp�_ u • . w ELEVA710N 3W4r t�Vrr*e�� cVu�v�- o�.rRc wM.rv.wi.y.•. w..+w�..+.+.w+ ..w .•�+o .• .vr �..w•1.►Mrw .N.w omw !, ' M ..: -.t ter ` •.. • r i. .o• . 1 w .A ..••.w.,wR•.r�•.•r n11 +tir•Ifa. Art. r/n .... �. ..4.arww .... .• • , r k� • • _F Fit 11 — I I f iIr 2 _........... . - - _._ ..._ «._ _ _._.._...._........._ ... _. _ ...._... « « _ .. ._..... z._..........as <r.:rwrA,._.. ...........» .:.. ........... ...._ .. ....... ... ......__......_...-...............-......._..................................•"' �'... .TF7'+ru�w.«... ....... .._... -.. _ ..... ......... ... •aps�avac::na• . ......... .. ..... ............_ .. ... S _ -.. _.._ _ _ ._ _. _ _ ..._ .. ._._..._ .. ..................... _._._ ............... _ .. «......- _..... ____ _ ...._ ..._......._...._ ...... ..... ..... . ..... .... ............................... ___ ...... _. .......... ....... ... ._...................... ........... _ ... ........ _...__._....__ .................. ,._ ....« .... ...... .................. _............ _................ ..... - - -- ...._._. -... ..._._.._ .._.._... - _... _ _._.. _ _ ....__..._..._.� -.._ «_............ _._... ... ..... _..._..._ _._.._... .... _ ___.._...... «...... _« .. _« _._ . _ __ ..__....... _......._.-- .._.......... _.._ ........__....- .._._. _.._...._.._......_ _..� _... _ ...___.� ._...._..._......_ ......_... �.. ._........_ .�. �- - M-- _.. _......_ _, _. _.,,..�,.._.. _ �,.. _......._... ,... _ __. _....__ .—_ i I I / 2 PLAIN SAWN 1/32 " MAPLE VENEER, BOOK MATCH AT SEAM 19' -11 3/ 4' 0 20' —p" N ' R , p � 1 N I 0 _I 1/8 a • V -11 1/2" ,j 11 1/2* 1'_ 1 A a ,� � . L r ft r. 1"'��• ,i s r a. I �� S �t� EC 1115 Allof1ic Areoee Ali otio, CA !4501 1tl s10 Iss e6�3 F�� 510 165 1611 _ Z �1..�„�VN 1 /32 " MAPLE VENEER PLAN 2 2 �2 SIDE ELEVATION R \APPLE\APPLE- SOUTHCENTER \C3 \09- R. \APPIE\AP LE- SOUTMCENTER \CO \08 -C REVIEWED FOR CODE COMPLIANCE APPR("VED AUG 1 9 2004 City Of Tukwila BUILDING DIVISION I 1 R 1 c" �I { N -- k 1 45 Store No. R -106 South Center Mall Seattle,, Washington Ireeiils eil �rittei ooleriol e��eerii� he►eii ceiitiiete iri�iiol oil iepelliihel ierl of Ile Irclitect eel oil tot be liplicottl, esel or lisclosel vitleol erittee comet of the Irclitect (DOH ARCHITECTS -1004 QNQ1 XXX No. Date 1 =sae 28 MAY 04 ISSUE FOR PERMIT 04 AUG 04 _REVISION 2 C OF 71 IKYV� i 0 el ig 172404 . Project No. 41610 Sole AS NOTED oro•inI Title WALT_ TABLE PLAN & ELEV. RV�00��\AOV� - SoutnCw ►or \CO \Qd- CIlSf1iMORK\ASO.e�q y a. .� . r r Noah, it ( FRONT ELEVATION � w R RvOft EVpt_ _1. tR \ccI* two t • f-W i • - ». ��..... ... ...... ... ....w . .. ....... ...... r. ...... . ...r�«....r.+_.....� +r........ ,�..�.- � ��r..j.• ..r- ..wa.1i� � ►.w� .. ".. .�t: Jam. ,. . .,�: w:. .A"I�:• .�.� '.'." -.:. � �� • �E� LIME C Lp::c-_ J HOLE T PULL OPE i 2 '-5 7/8" 5 ON 12 WALL TABLE =MEN CONNIVENCE OUTLET 1!1�1 11100 .. . .. ............. . ............ ............ . ...... ................... .............. ....... ..... ° � I 4 WALL TABLE WcTm FELE PULL OUT CABINET GUIDE #421-50.740, OR SIMI LAR 2 CONT. METAL PAN FOR POWER DATA 3 POWER/DATA, TYP. HAFELE P LL OUT CABINET 2 1 lo, UIDE 14 21.50.740 OR SIMILAR 5' —p 5' —p" 2'-5 7/8* 19'— 1 3/4* A 2 RENEW-- Elm 2 10-0 III II�'� i 2 R.NAPPLEVWLE - S0UT4aNTER\CD\00- CAS 0 --4 � . 10 11-10 3/4* 2- 2 WALL TABLE R• \APPLE\APPLE-S0UTKEW[R\C0\08 -CAS 10 1111F L HAFELE PULL OUT CABINET— GUIDE #421.50.740 OR SIMILAR WwMllmm ■ POWER/DATA CONT. METAL PAN FOR POWER/DATA, TYP. ao� /z V-1 1 1/2 0 0 • STRUCTURE PLATE FIXED TO STRUCTURE ■ ■ ■ PLATE FIXED TO STRUCTURE m =;k= STRUCTURE 1115 Atlofl;c Aveive 04 Alimedo, CA 94501 SJ C1 Tel 510 W 16113 Fey 510 111115 1611 CONNIVENCE OUTLET / NJ I Ir -_i_u 1 11 1\1 I'll \J1 0 1 F11 "-,I I fir lu 1 1 /' '\ I!-\I I co ■ NMI CONISIVIVENCE OUTLET WITH FLEX. WHIP 28 MAY 04 ISSUE FOR PERMIT 4 AUG 04 REVISION 2 CITY om PIA AUG 17 4uu" PEF"I ckim Pro ject No. 41610 Sc a I I AS NOTED D f @ v I n I I't i 4NALL TABLE DETAILS 411w N a R:\APPLf\APPLE - SOUTK E NT E R \CD \08 - CASE#0KR\)k PROVIDE STOP FOR GUIDE OT LJMIT MOVEMENT TO 5-1/2 2 3 WALL TABLE. ralf-w mc rm 2 � � II II 2 0 2 2 , WALL TABLE � s x s I Kam • rA 1' HOLE TO '-4 3/4m PULL OPEN RED —PROVIDE STOP FOR GUIDE TO 'All LIMIT MOVEMENT TO 5-1/2 G �� f�, R E��M p CIE cooE Q�� Store No. R - 106 South Center Mall 1tv of %G DW S S eattle,, Washington 0w , I R:\,1)PLNPPI-E-SOUTHCENTER\CO\08.- 2 MEN Irivieli eel vrittii materiel oppitriel bmie coeilitett ifiIiiii i iijillishil veil of tke Afcbititt oid oi vet It deplictleil, eel viiisclosel witbiot trillie comet il thi Arckitict (DOH ARCHITECTS -1004 QAQC XXX No. Do 13 S v I 7 i f I WALL SA 10 - - ■ POWER/DATA CONT. METAL PAN FOR POWER/DATA, TYP. ao� /z V-1 1 1/2 0 0 • STRUCTURE PLATE FIXED TO STRUCTURE ■ ■ ■ PLATE FIXED TO STRUCTURE m =;k= STRUCTURE 1115 Atlofl;c Aveive 04 Alimedo, CA 94501 SJ C1 Tel 510 W 16113 Fey 510 111115 1611 CONNIVENCE OUTLET / NJ I Ir -_i_u 1 11 1\1 I'll \J1 0 1 F11 "-,I I fir lu 1 1 /' '\ I!-\I I co ■ NMI CONISIVIVENCE OUTLET WITH FLEX. WHIP 28 MAY 04 ISSUE FOR PERMIT 4 AUG 04 REVISION 2 CITY om PIA AUG 17 4uu" PEF"I ckim Pro ject No. 41610 Sc a I I AS NOTED D f @ v I n I I't i 4NALL TABLE DETAILS 411w N a R:\APPLf\APPLE - SOUTK E NT E R \CD \08 - CASE#0KR\)k PROVIDE STOP FOR GUIDE OT LJMIT MOVEMENT TO 5-1/2 2 3 WALL TABLE. ralf-w mc rm 2 � � II II 2 0 2 2 , WALL TABLE � s x s I Kam • rA 1' HOLE TO '-4 3/4m PULL OPEN RED —PROVIDE STOP FOR GUIDE TO 'All LIMIT MOVEMENT TO 5-1/2 G �� f�, R E��M p CIE cooE Q�� Store No. R - 106 South Center Mall 1tv of %G DW S S eattle,, Washington 0w , I R:\,1)PLNPPI-E-SOUTHCENTER\CO\08.- 2 MEN Irivieli eel vrittii materiel oppitriel bmie coeilitett ifiIiiii i iijillishil veil of tke Afcbititt oid oi vet It deplictleil, eel viiisclosel witbiot trillie comet il thi Arckitict (DOH ARCHITECTS -1004 QAQC XXX No. Do 13 S v I 7 i f I e P I I I I 6" 6" -�► �-;� - I CHECK READER M (BEYOND) 1/2 �- It /8 RUBBER STOPPER 00 , �u TELEPHONE SUPPLY 12\ DETAIL SECTION 0 NOTE: ACCESS TO COMPUTER AND EQUIPMENT IS REQUIRED BEHIND STAINLESS STEEL PANEL- FABRICATOR TO RECCOMMEND BEST OPTION (HINGE PANEL OR PULL OUT) PLAN B 3* • T-or R.\ APPLE\ OPPLE- BRiDGE1rAT; R \CD \Oe CASEWORK\AB2 \AB2 -1211 NOTE: ALL HARDWARE TO BE CO � v- I' II STRUCTURE AS REQUIRED FOR ACCESS TV C Ip�SUPPLY I� n BAGS 1 5/8" N `— 1Q SECTION r•T Rvw+ PLC- eee�oaicew ►r��co�Ve- c�rlva�\�re�n- +e�c N I ~i ch N R 0 R ELEVATION B 0 NOTE: ACCESS TO COMPUTER AND EQUIPMENT IS REWIRED BEHIND STAINLESS STEEL PANEL- FABRICATOR TO RECCOMMEND BEST OPTION (HINGE PANEL OR PULL OUT) s M 3 r R: \APPXVPP1j- 9 R0GEWATER \C0\08 CASEW0RK \A82 \A82 -0&DNG NOTE: ALL HARDWARE TO BE CONCEALED &VAqwRE r NATION A _.-.+ UU s 0 Q „1 � r 1 5/8 1 5/8"' 1 5/8" V -9 7/8" 1 -9 7/8" 8 1/8" 3' -7 1 3/4" 8 1/8 a 5 -0" BOH , ENTRY • 1 • FLAN A 10 F---- BOH y e R 7i M: - t r 1 A-- w ( _ ch 1 LE ra it ALIGN • 10 a 1 r : Nr R: \AORZ \APPLE - EMDGEWATE R \CO \08- CkVWORK\A02\AB2 -03. DWG 1 REVIEWED FOR CODE COMPLIANCE APP1fZ0. vE7 AUG 191004 F}. City Of Tukwila BUILDING DMSION J ALIGN 8" 8" 3/ 0 3 " CA NER 20" IMAC R - � 41 1 1 o0 1/2 RETRACTABLE PEN f SLOT .- u 1 TELEPHONE SUPPLY n� 4- BAGS PRINTER t rl i �--- 8 1/80 , V-9 -9 7/8 1 V-9 -9 7/8' 8 1/8 0 7 ." .I IL zf� N � 1, : f c 1115 Atloelic Aveeee Alevelo, CA 44501 1el 5101i51663 510 di5 1611 M U Cie Z W yf' I , • ti r. 0 2� . W CL CT ATF4 A E OF WASt" TON y Store No. R -106 Seattle, South Center Mall 'Washington Ireeille eel orittee moteriol ep'eoriel lereie ceestitete orijieel old eopellisled tell of the Irclitect old oil lit be dopliceled, used or lisclosel withoot friltee comet it the Architect c@DH ARCHITECTS -2004 0AQC XXX No- Dote 15SUe 07 JUNE 04 CD SET _.2 04_ AUG _04 REVISION 2 RECEIM 2 PEROT CENTEP Project Ne. 41627 S c a l e AS NOTE 2 braving Title IN —WAL CASHWRAP R \00*\Am* Sm*Wwar\C0\06 CAEVta\ 2 fta IIIIIIIIIIINIIII eeee>,e■k1 1- 11 eT N r•Ir4r Jo ill AL RVM�tEVr�E- #OCE1�►� ee J a - .. ... .... ♦.. .........•- w•ww.++v.w..' w�. wro.. r ..►.�.►•.+f +w.w.A- �..r.— .wwr -.. M. „ «,. �, ..- .+.r— �•r—.Yr� ,. .�, t 1. -� - !C. "�.►�, f.�.. . ��L � '��• .y.v.. .R. ..... ��, � i 1+ 1 - ....wr+. .....+...i. w - i .�..:- Vii ' � i... • . I .MR .��..w�w� � i�.�.�.: .. v+' .a+. � • .. . �. wk" ENTRY BOH 8 1 /80 V -9 7/8" I 1' -9 7/8 8 1 /8' • 12 MAN G ENIUS BAR PROXIM SENSOR7 -.-- - -- - --.. -- . . -- I *--,--, 1- 1 10 !.Ljj .... ........ 6 GENIUS BAR I- 1m a T-w SI DE ELEVATION R: \APPLE\APKE- BRIDCEWATER \CD \00 - CASEWOR"3\,493 - D '-.DWC 1/2 t ft 4 -- .... ... ... . ............. ....... .. .... . .. ...... i� i E `• f i I � �I I � : � � � I � � I E r I: 00 C*4 E I 4 � 1 • I � �I GENIUS BAR GENIUS BAR 5 FRONT ELEVATION 1- 1/2* a 14r SECTION 0 k\RPLE\RftE-9MDGEWAT ER\C0\08-CASEW0RK\A83\A83 - 01.0WC 3 1 -0 110 ., I € t ; i�l I I � !� d } � � E I i i I F � I � , _ __ 00 C*4 E I 4 � 1 • I � �I GENIUS BAR GENIUS BAR 5 FRONT ELEVATION 1- 1/2* a 14r SECTION 0 k\RPLE\RftE-9MDGEWAT ER\C0\08-CASEW0RK\A83\A83 - 01.0WC � i i i I I LI i n GENIUS B al • V. 1 GENIUS BAR MM ELEVATION I- vr ■ 'f-w R:\APPLE\APPLE -BMDGEWATER\CD\08-CASEWM\Ag3\AB3-01.DWG 2 -in -D Ac J, I I C- I I I I c I 1115 Jilailic A v e i v c Al i m edi CA 94 501 let $10 865 1W f�� S10 16S 1611 % lot 0 I %, 6216 DN *\XPftE\APPLE- 0 1/8 t A14 r � •� fi e *001, 00 f I Store No. R -106 S � en fi er M a ll - --- Seattle,, Washington 11111111 - Itivie oil ifittei •oloriol oppoorie kiiiii coeitititt ori 1- iff T4r oil iipskliskii mi of lit Arckitect oil oil iot be dopliciled, W 6' 1 1 t d i r 4 i s c I i s t d v i t b i i t v r i t t t i c i i i t i I e t t i t i r c I i t t c t DG TE X I R (DO H A - 2� 4 C01 � QA FOR A Pp JV p xxx jut 1 8 S 0 e , 6 200 28 MAY 04 ISSUE FOR PERMIT city of o,�, ;JLIN , 6p4*rcv&,,1- - Pr a 41611 st a te AS NOTED D r e GENIUS BAR PLAN & ELEVATIONS & SECTIONS 1 4 f A a I Jz � 3 1 -0 110 F i�l I I �` I F � I � , _ __ II ! I ! �; to to - C* , 4 � N N � I l I I I i � i i i I I LI i n GENIUS B al • V. 1 GENIUS BAR MM ELEVATION I- vr ■ 'f-w R:\APPLE\APPLE -BMDGEWATER\CD\08-CASEWM\Ag3\AB3-01.DWG 2 -in -D Ac J, I I C- I I I I c I 1115 Jilailic A v e i v c Al i m edi CA 94 501 let $10 865 1W f�� S10 16S 1611 % lot 0 I %, 6216 DN *\XPftE\APPLE- 0 1/8 t A14 r � •� fi e *001, 00 f I Store No. R -106 S � en fi er M a ll - --- Seattle,, Washington 11111111 - Itivie oil ifittei •oloriol oppoorie kiiiii coeitititt ori 1- iff T4r oil iipskliskii mi of lit Arckitect oil oil iot be dopliciled, W 6' 1 1 t d i r 4 i s c I i s t d v i t b i i t v r i t t t i c i i i t i I e t t i t i r c I i t t c t DG TE X I R (DO H A - 2� 4 C01 � QA FOR A Pp JV p xxx jut 1 8 S 0 e , 6 200 28 MAY 04 ISSUE FOR PERMIT city of o,�, ;JLIN , 6p4*rcv&,,1- - Pr a 41611 st a te AS NOTED D r e GENIUS BAR PLAN & ELEVATIONS & SECTIONS 1 4 f A a I Jz � t s 3 �.. .•.cis.: .. �J ... � . .. , PLUMBING SPECIFICATIONS 1.00 - GENE RAL Section 15400 - PLUMBING 2.02 PIPE FLASHINGS 1.01 DESCRIPTION 14 lead with c ountedlashing ring by Glenco, Stoneman Engineering or approved equal. Furnish oil lobor, materials, equipment and services required for and /or reasonably JANITOR'S SINK incidental to the completion of the following work. 2.03 VALVES A. Sanitary waste and vent piping system including connections to building sewer as A. Gate Volvos: Nibco T - 133 or equal, 2` and smaller. s B. Check Volves: Nibeo T- 480 -Y or equal, 2 and smaller. 8 Domestic hot and cold water systems including water heater, and related 2.04 PLUMBING FIXTURES AND TRIM: accessories and controls. Connection to building water as shown. Plumbing fixtures to be furnished and installed under this contract. See pkxribing C. Plumbing fixtures, trim and accessories including instollation and support. fixture schedule. D. Flashing and sealing of roof and exterior wall penetrations for water tightness. 2,05 PIPE HANGERS AND SUPPORTS E. Caulking and sealing of floor and wall penetrations and formed shaft A. Superstrut #C -711 Grinnell or approved equal. penetrations. B. Installation per manufacturer's recommendations. F. Backing for securing fixtures, trim and piping. C. Insulation protection soddles at hangers or supports shall be 24 gouge galvanized G. Access doors where shown or required by code. sheet metal of 180 degrees by 9 inch length. N. Hangers, supports, and guides. D. Provide seismic hangers and pipe restraints as per local codes. E. Manger rods sholl be thread 3/8' is NC codium plated or galvanized all rod. size I. Cleanup of debris and final cleanup of drains, fixtures and equipment. the minimum size permitted. Size per the manufacturer's instructions and J. License, permits and associated fees, secure hangers and rods with codium plated hex head nuts (double nut). K. Cutting, drilling and patching for all surfaces in relation to plumbing work. F. Attachments to the structure sholl be suitable to match individual conditions L. Condensate drains from HVAC equipme^ , and ga s s IrP� 9 �n and types of constructions per the manufacturer's instructions. OS&Y 3.00 - INSTALLATION AND EXECUTION 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS PRE - ACTION VALVE A. HVAC and electrical work. 15500 and 16000 3.01 GENERAL B. Fire Protection work 15300 A. Support C.I. soil piping at 5 feet on center maximum and each joint and /or P /FT fitting. Support 1 /2 and 3/4' piping of 6 feet on center maximum. Support 1' to 1- 1.03 EXAMINATION OF SITE 1/2 piping at 8 feet on centers. Support 2' and larger piping at 10 feet on center A. Visit site before submitting bid and check location of all existing conditions maximum. Steel piping 4' and larger may be supported at 12 feet on center trlal�arYNUn which will affect this work, verify dimensions and locations shown on drawings and except for victoulic fitted piping which shall be supported at 10 feet on center cover all costs. Contractor sholl assume reasonable variations or minor omissions maximum. and sholl complete proposed work without additional cost. Failure to visit site will not lessen responsibility or entitle additional compensation for work not 3.02 SPECIAL REQUIREMENTS, RESPONSI81lIT1E5 AND TESTING included in proposal. A. Install piping generally level, free of traps and unnecessory bends, to conform 1,04 DRAWINGS with building requirements. Pipe to be free of defects, and installed to avoid any S galvanic action by isolating dissimilar metals. The accompanying drawings shall be considered port of these specificotons. Work and o water test to the waste, and vent 8' Apply systems or in whether in its entirety materials shown on the drawl and not mentioned in the specifications and vice n H sections; N applied to the entire system, tightly close oil openings in the iping p versa shall be executed as if specifically mentioned or shown in both. The drawings except the highest opening, and fill the system with water to the point of overflow. llholl be considered as schematic in nature and minor modifications a4 the work to If the system is tented in sections, tightly plug each opening except for the comply with the structure as found shall be mode. highest opening of the section under test, and fill each section with water, but 1.05 RULES AND REGULATIONS test with no less than a 10' hood of water. In testing successive sections, test at F A. NI work and material sholl be in full accordance with the latest UPC and least the upper 10' of the next preceding section so that no joint or pipe in the local jurisdiction rules and regulations. building (except the up" 10' of the system) sholl hove been submitted to a Nothing in these drawings or specifications shall be construed to permit test of less than a 10 hood of water. Keep water in the system or in the portion work not conforming to these codes. to for at least 24 hours before inspection starts. with the system tight at SS u under 8. Furnish without any extra charge any additional material and labor when required STORM PIPING to comply with these laws, ordinances and codes regardless of whether shown or C. Domestic water system shop be tested and proved tight under a pressure of not mentioned in these specifications of drawings. less than 150 PSI. Piping must stand the test for a period of 24 hours without 1.06 MATERIAL SUBMITTALS - Im p' A. Submit for review to the Owner a complete and all- inclusive Est of D. Chlorination of the domestic cold and hot water piping systems in accordance equipment and materials proposed fur use (4 copies), accompanied by rnonufocturer s with standard testing procedures and local health department requirements. Testing data sheets giving sizes, copocRies, etc. Data shall be forwarded in a single by a firm such as Bennet - Morino or equal. Submit certificate of satisfactory test package written 15 days after award of contract. results. 1.07 AS -BUILT DRAWINGS E. Gas piping system sholl be tested with 150 PSIG air for one hour. V F. Provide investigative services to determine locations of existing plumbing system A set of Iambi plans will be furnished to the Contractor on which he shall plumbing Pla "os- services which are unknown due to lock of documentation. Contact jurisdictions indicate the installation built" as the work progresses. Upon completion of the and utilities companies to assist in determining service locations and record work, o set or reproducible drawings sholl be obtained from the Owner at cost, and all some on record drawings. Record invert elevotions and provide dimensional changes as noted on the record set of prints shall be incorporated thereon' This information from structural elements or members. set of reproducibles,, along with one set of blueprints, shall be delivered to Noah's 3.03 PIPING INSTALLATION upon completion and before final acceptance of the project. WATER CLOSET WH Al Make changes in size of pipe with reducing fittings; bushings will not be 1.08 GUARANTEE permitted except for bell shaped copper bushings. The Contractor shall leave the entire installation in complete working order free B. Install insulating unions in water piping between copper piping and ferrous from any defective material, workmanship or finish. He shall guarantee to repair or piping or equipment - Epco, or equal. replace, without charge, defects due to faulty workmanship or material for a period C. Install exposed polished chrome connections from fixtures or equipment Nth of one year from the date of filing of the Notice of Completion. special care. Stow no tool marks or threads at fittings. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS D. Cop openings in piping during construction. A. Provide complete operation and maintenance manuals covering oil mechanical E. Provide 85% red brass pipe IPS, in connection to faucets, flush volves, hose systems and equipment that hove been installed. Three (3) copies of the manual bibbs or similar items requiring rigid piping. Extend brass pipe from fixture to shall be bound in hardback binders. point where piping can be securely fastened to building construction. All exposed SUMP PUMP VENT piping and stop valves in connection to fixtures shall be chrome plated brass. B. Provide instructions to owner as to operation of oil equipment. Instruction F. Install unions adjacent to volves and where necessary to facilitate disassembly period to commence for minimum of (2) hours and shell be scheduled at of piping. Ownes convenience. 1.10 CUTTING AND PATCHING G. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with FIRE WATER SUPPLY escutcheons. Manufacture special sizes of escutcheons from steel and prime coot A. The contractor shall do oil cuttino, drilling and patching which may be required some. Cut in round, rectangular or square space to provide a clean oppeomnce for the installation of the work under this Section of the Specifications. acceptable to the Architect. 8. Patching sholl be of the some workmanship, material, and finish and shall match H- Support piping independently of equipment to which R is connected. accurately oil surrounding construction in a monner satisfactory to the Owner. No 1. Make copper solder joints with 95/5 solder, or silfos• clean surfaces to be cutting of the structure shall be permitted without written approval of the Owner. joined free of oil, grease, rust or oxides and apply ?lux to each joint before 2.00 - MATERIALS heating assembly. 2.01 PIPING J. Rough -in and make final connections to all other equipment furnished under other A. Interior Underground Sanitary and Waste Piping: Divisions, requiring plumbing connections. Service weight bell and spigot cost iron (Tyseol) pipe and fittings, or no -hub pipe K. Install seismic hangers alt pipe restraints per local codes. and fittings. No -hub couplings shall be Clomp -oll, or MG type. 3.04 FIXTURES, DRAINS, CLEANOUTS, TRIM MID ACCESSORIES B. Interior Suspended Sanitary and Vent Piping: & Protect finished surfaces from marking or damage during construction. 1. 3" and Larger - Service weight (Tyseol) bell and spigot or no -hub cost iron B. Rough -in for A.O A, requirements where necessary. all be Clamp -oil, or MG type. C. Install in accordance with manufacturer's recommendations. 2. 2" and Smaller - Schedule 4- galvanized steel pipe with screwed durhom cost iron fittings for waste and vent or no -hub cast iron soil, pipe and fittings. 3.05 EXCAVATION AND BACKFlLUNG 3. No -hub couplings sholl be Clamp -all, or MG type. A- Concrete sawcut all concrete paving, floor slobs and asphalt paving. Also C. Interior Domestic Water PiPiw g : frovide breakout services and offsite disposal of debris at a legal disposal site. �B. xcovotions shall be of a width and depth to safely install the work and sholl 3 and Smaller - Type L hard tempered copper with solder end fittings. 95 -5 tin include pumping, shoring, etc. per OSHA standards. Overexcovote pipe trenches and antimony solder jointing (lend- free). to provide a bedding material under the installed piping. D. Condensate Drain Piping: C. Dispose of sirplus excavated materials, rock, decayed material, other undesireoble Copper water tube AASTM B88, Type "M ", solder with 95 - 5 solder, trod - free type. materials of a legal offsite disposal site. Condensate drain pipe in ceiling space shall be insulated with 1 12' thick Armstrong D. Pipe bedding and crown pipe cover to 6' over crown of pipe shall be imported sond "Armoflex , and sections butted firmly together. bockfill of the river bank type free of rocks. No sea water bench sand permitted. oQ+ E. Bolonce of bockfill material may be the excavated material, free of rock, decoyed E. Gas Piping: Galvanized steel, ASTM -120, Schedule 40 and fittings. material and other undesireable materials. F. Hot and Cold Water Piping Insulation: F. All bockfill shall be 95% compacted by pneumatic tamping, vibratory plate or 1. Hot water supply and return shall be 1" thickness sectional fiberglass pipe roller machines. No jetting is permitted. insulation with on all service locket and adhesive self sealing lops. 2. Horizontal cold water above ceilings do cold water in exterior walls or chases be 1 12' thickness fiberglass insulation 3.06 PROJECT RECORD DOCUMENTS shall sectional pipe with on all service jacket and adhesive self- sealing bps. Print and reproducible drawing will be fumished on which the contractor sholl indicate 3. Fittings shall be mitered or wrapped fiberglass insulation to match thickness the installation record as the work progresses. Upon completion, deliver the record specified above and covered with Zeston or equal pipe fitting covers drawings to the Owner's construction manager. a nd secured and seoled with self insulation tape. 4- Acceptable manufacturers are Manville, Owens - Coming Fibergloss. Knouft or END OF SECTION approved equal. MG ABBREVIATIONS IN MEMO INCH IW INDIRECT WASTE JS JANITOR'S SINK JP JOCKEY PULP L LAVATORY LDR LEADER MH MANHOLE MAC MEDICAL AIR COMPRESSOR MAX MAXIMUM MGA MEDICAL GAS ALARM MG MEDICAL PRESSURE NATURAL GAS MIN MINIMUM MS MOP SINK MUP MEDICAL VACUUM PUMP (N) NEW NC NORMALLY CLOSED NIC NOT IN THIS CONTRACT NO NORMALLY OPEN OD OVERFLOW DRAIN OST OVERFLOW STORM PIPING OS&Y OUTSIDE SCREW do YOKE GATE VALVE PAV PRE - ACTION VALVE PD PLANTER DRAIN PD PUMP DISCHWRGE P /FT PITCH PER FOOT PG PRESSURE GAUGE PIV POST INDICATING VALVE POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAUGE) RD ROOF DRAIN S SOIL SA SHOCK ABSORBER SAN SANITARY SD SMOKE DETECTOR SE SEWAGE EJECTOR SED SEWAGE EJECTOR DISCHARGE SF SQUARE FEET SK SINK SPD SUMP PUMP DISCHARGE SP SUMP PUMP SPKR SPRINKLER SS SERVICE SINK ST STORM PIPING TOP TOP OF PIPE TOS TOP OF SINK TPV TRAP PRIMER VALVE TS TAMPER SWITCH TYP TYPICAL LION UNLESS OTHERWISE NOTED UP UP (PENETRATES FLOOR SUB) UR URINAL V VENT VB VACUUM BREAKER VP VACUUM PUMP VR VENT RISE VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WH WALL HYDRANT Z ZONE GENERAL NOTES: ABBREVIATIONS A. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFlCATIONS AND REVIEW DRAWINGS FOR ALL D IVISION S OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AN THE WORK ALL SUBCONTRACTORS WITH ALL D IVISION S OF WORK. IT IS THIS CONTRACTOR'S OF RESPONSIBILITY TO PROVIDE ALL SUBCONTRCTOR'S WITH A COMPLETE SET OF BID DRAWINGS. PLUMBING FIXTURE SCHEDULE awcH -ix srx -nccs NRCT LEGEND LEGEND • SHOCK ABSORBER e P SAN. VENT STACK OR DOMESTIC WATER RISER L STORM DRAIN LEADER RISER � RISER VACUUM BREAKER f . FIRE STANDPIPE RISER RISER N0. 4M WWI AIR VENT EQUIPMENT 4A B EQUIPMENT OESICNAl10N � EQUIPMENT N0. AUTOMATIC NR VENT --►H -- VALVE (SPECIFICATION FOR TYPE) (--� DETAIL OESIGNAiION � DETAIL NUMBER n fn �crr vu vF \J DWG. SHEET N0. BALL DRIP AREA DRAIN ABOVE FINISHED FLOOR BUILDING rAFF AUTOMATIC BOTTOM OF PIPE BOTTOM OF THE BEAM BALANCING VALVE CALCULATION CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CLG CEILING COTG CLEANOUT TO GRADE CO CLEANOUT CA COMPRESSED AIR PUMP CONN CONNECTION CONT CONTINUATION CP CIRCULATING PUMP Cl CAST IRON CV CHECK VALVE CW COLD WATER DIA DIAMETER DI DEIRONIZER ON DOWN OR DRAIN OW9P DOMESTIC WATER BOOSTER PUMP DWG DRAWING E EXISTING ELEVATION ELECTRIC WATER COOLER KFO ELECTRIC WATER HEATER FLOOR CLEANOUT FLOOR DRAIN FIRE DEPARTMENT CONNECTION FHC FIRE HOSE CABINET FHR FIRE HOSE RACK FHV FIRE HOSE VALVE FHVC FIRE HOSE VALVE CABINET FL FLOOR FLH FLOOR HYDRANT FOA FUEL OIL ALARM PANEL FOF FUEL OIL FlLL PIPING FOR FUEL OIL RETURN PIPING FOS FUEL OIL SUPPLY PIPING FOV FUEL OIL VENT PIPING FP FUEL OIL PUMP FP FIRE PUMP FSK FLOOR SINK FSP FIRE STANDPIPE FS FLOW SWITCH FT FEET FU FIXTURE UNIT G LOW PRESSURE NATURAL GAS GAL GALLONS GPM GALLONS PER MINUTE GV GATE VALVE HB HOSE BIBB HCLG HUNG COUNG HD HEAT DETECTOR HT HEAT TRACING HW HOT WATER HWC HOT WATER CIRCULATION ID INSIDE DIAMETER A. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFlCATIONS AND REVIEW DRAWINGS FOR ALL D IVISION S OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AN THE WORK ALL SUBCONTRACTORS WITH ALL D IVISION S OF WORK. IT IS THIS CONTRACTOR'S OF RESPONSIBILITY TO PROVIDE ALL SUBCONTRCTOR'S WITH A COMPLETE SET OF BID DRAWINGS. PLUMBING FIXTURE SCHEDULE awcH -ix srx -nccs NRCT LEGEND LEGEND • SHOCK ABSORBER e P SAN. VENT STACK OR DOMESTIC WATER RISER L STORM DRAIN LEADER RISER � RISER VACUUM BREAKER f . FIRE STANDPIPE RISER RISER N0. 4M WWI AIR VENT EQUIPMENT 4A B EQUIPMENT OESICNAl10N � EQUIPMENT N0. AUTOMATIC NR VENT --►H -- VALVE (SPECIFICATION FOR TYPE) (--� DETAIL OESIGNAiION � DETAIL NUMBER n fn �crr vu vF \J DWG. SHEET N0. ENCON ENERGY • CONSERVATION • COMPANY 4940 El Camino Real Us Altos, California, 94022 tel # (650) 961 -8095 fox # (650) 964 -3754 "OR info0encon.com Copynght • ENCON 2004 Store No. R -106 South Center Mall Seattle, Washington j 61n� 40--- P -TRAP LN ' Uk+v;\. Y STRAINER WITH BLOW OFF VALVE �� N FLEXIBLE CONNECTION M) rte-, Co EXPANSION LOOP SIZE ITEM FlXTURE WATER WATER WASTE VENT WASTE GAS DESCRIPTION SOLENOID VALVE SHEET NOTE NUMBER KOHLER "HIGHUNE PRESSURE LITE", PRESSURE - ASSISTED WHITE WATER CLOSET MODEL NO. ATER CLOSET PRESSURE REDUCING VALVE K -3544 WITH ELONGATED VITREOUS CHINA BOWL, 17 1/2 HIGH, WHITE OPEN FRONT SEAT 1.6 GPF WC - 1 ANK TYPE OS&Y (OUTSIDE SCREW & YOKE) VALVE -- 4" 2" - - AND COVER MODEL NO. K- 4710 -T. FURNISH WITH BOLT CAPS AND CHROME SUPPLY STOP. �P A REVISION NUMBER IL • CHECK VALVE WITH A.B.D. BALANCING VALVE SAN SANITARY OR WASTE ABOVE FLOOR VALVE WITH TAMPER SWITCH ARM WALL HANGER, CHROME SUPPLY STOPS AND P -TRAP, KOHLER LEVER - OPERATED SANITARY OR WASTE BELOW FLOOR VATORY SAN GAS COCK VALVE "CORALAUS" FAUCET MODEL NO. K- 15182-F WITH POP -UP DRAIN. INSULATE P -TRAP AND STORM DRAIN PIPING LAV - 1 ST 1 12 - SEISMIC VALVE --- - - OVERFLOW STORM PIPING -' OST D RELIEF VALVE INDIRECT WASTE - IW --9- AL ATER HEATER MIXING VALVE CONDENSATE DRAIN CD --- - ---- -- EWH_ 1 ANGLE RELIEF VALVE 3/4' 3/4' -- SPRINKLER DRAIN PIPING - DR - AT 80 'F TEMPERATURE RISE UNION AN K TYPE SUMP PUMP DISCHARGE SPD ----- ---- REDUCER TRAP PRIMER SEWAGE EJECTOR DISCWIRM SED - ECCENTRIC REDUCER (E.R.) PRECISION PLUMBING PRODUCTS TRAP PRIMER, MODEL NO. P -2, COPPER 800Y, ADJUSTABLE SUMP PUMP VENT SPV 1 /2' -- SLEEVE - F - FIRE WATER SUPPLY = ♦ _ PRESSURE GAUGE AND COCK - SP i FIRE SPRINKLER PIPING SIOUX CHIEF 650 SERIES WATER HALER ARRESTER OR EQUAL. 9 FLOOR NO THERMOMETER FSP 1 1 2 COMBINED FIRE STANDPIPE ZURN FLOOR DRAIN MODEL N0. Z- 415 -68, CAST IRON BODY, COMBINATION INVERTIBLE CLAW 9 WATER FLOW SWITCH SEV SEWAGE EJECTOR VENT AND ADJUSTABLE COLLAR, 2' BOTTOM OUTLET WITH 6' ROUND NKK(El BRONZE STRAINER. PUMP � IGHT FUEL OIL SUPPLY PIPING FOS ZURN FLOOR CLEANOUT MODEL NO. ZN -1400 WrTH GAS -T AND WATER -TIGHT TAPERED METER FUEL OIL RETURN PIPING FOR oQ+ SPRINKLER INSPECTOR TEST STATION HB -1 BOSE else FUEL OIL VENT PIPING FOV ® ® FLOOR DRAIN, AREA DRAIN WOODFORD MODEL NO. 865 WALL HYDRANT WITH COVER, AUTOMATIC DRAINING FREEZELESS, NATURAL GAS PIPING (LOW PRESSURE) G 00 FLOOR SINK NATURAL GAS PIPING (MEDIUM PRESSURE) MG b ROOF DRAIN DOMESTIC SOFT WATER PIPING SW 0 OVERFLOW ROOF DRAIN VENT PIPING is POINT OF CONNECTION (NEW TO EXISSTING) DOMESTIC COLD WATER PIPING FIRE DEPARTMENT CONNECTION DOMESTIC HOT WATER PIPING -W-] FIRE HOSE VALVE DOMESTIC HOT WATER RETURN PIPING ] FIRE HOSE VALVE CABINET EXISTING PIPING - 0 9 FIRE DEPT. HOSE VALVE W/ CAP alt CHAIN DASTING PIPING TO BE REMOVED m ROOF MANIFOLD CHANGE IN PIPE ELEVATION m SPRINKLER FLOOR CONTROL VALVE ASSEMBLY ARROW INDICATES DIRECTION OF FLOW -+- HOSE BIBB PITCH PIPE DOWN IN DIRECTION OF ARROW ACV ALARM CHECK VALVE W/ ALL RELATED APPURTENANCES WALL HYDRANT PAV PRE- ACTION VALVE W/ ALL RELATED APPURTENANCES FLOOR CLEANOUT/GRADE CLEANOUT DPV DRY PIPE VALVE W/ ALL RELATED AIPPURn:NANCES PLUG CLEANOUT DC VA DOUBLE CHECK VALVE ASSEMBLY PIPE DOWN R, RPBP REDUCE PRESSURE �AYCK PIPE UP BOTTOM PIPE CONNECTION I TOP PIPE CONNECTION ge VALVE IN VERTICAL Ci ENCON ENERGY • CONSERVATION • COMPANY 4940 El Camino Real Us Altos, California, 94022 tel # (650) 961 -8095 fox # (650) 964 -3754 "OR info0encon.com Copynght • ENCON 2004 Store No. R -106 South Center Mall Seattle, Washington j 61n� 40--- P -TRAP LN ' Uk+v;\. Y STRAINER WITH BLOW OFF VALVE �� N FLEXIBLE CONNECTION M) rte-, Co EXPANSION LOOP SIZE ITEM FlXTURE WATER WATER WASTE VENT WASTE GAS DESCRIPTION REMARKS KOHLER "HIGHUNE PRESSURE LITE", PRESSURE - ASSISTED WHITE WATER CLOSET MODEL NO. ATER CLOSET K -3544 WITH ELONGATED VITREOUS CHINA BOWL, 17 1/2 HIGH, WHITE OPEN FRONT SEAT 1.6 GPF WC - 1 ANK TYPE 1/2 -- 4" 2" - - AND COVER MODEL NO. K- 4710 -T. FURNISH WITH BOLT CAPS AND CHROME SUPPLY STOP. �P (FOR PUBLIC AND NON- PUBLIC RESTROOMS) KOHLER "CHESAPEAKE' 20" X 18" LAVATORY, MODEL NO. K -1729. FURNISH WITH CONCEALED ARM WALL HANGER, CHROME SUPPLY STOPS AND P -TRAP, KOHLER LEVER - OPERATED VATORY "CORALAUS" FAUCET MODEL NO. K- 15182-F WITH POP -UP DRAIN. INSULATE P -TRAP AND HANDICAP LAV - 1 AI,1, 1 12 - 2' 1 1/2 - - SUPPLY LINES WITH 1 /2 0 ARMSTRONG "ARMAFLEX" PIPING INSULATION OR EQUIVALENT. MOUNT TYPE D AT HEIGHT DIRECTED BY THE ARCHITECT. (FOR NON- PUBLIC RESTROOMS) ATER HEATER A.O. SMITH, MODEL DSE -1 0, SINGLE PHASE, 3 , 208V, 14.4 AMPS. 15 GALLONS PER HOUR EWH_ 1 3/4' 3/4' -- - 3/4' - AT 80 'F TEMPERATURE RISE AN K TYPE TRAP PRIMER PRECISION PLUMBING PRODUCTS TRAP PRIMER, MODEL NO. P -2, COPPER 800Y, ADJUSTABLE TP 1 /2' -- - - - - WITH 1/2 COPPER TYPE "L" TO FLOOR DRAIN. WHA HAMME R ATERSTEHR _ _ - _ i -- SIOUX CHIEF 650 SERIES WATER HALER ARRESTER OR EQUAL. FD FLOOR NO 2 1 1 2 ZURN FLOOR DRAIN MODEL N0. Z- 415 -68, CAST IRON BODY, COMBINATION INVERTIBLE CLAW W/DEE AND ADJUSTABLE COLLAR, 2' BOTTOM OUTLET WITH 6' ROUND NKK(El BRONZE STRAINER. FCO � IGHT ZURN FLOOR CLEANOUT MODEL NO. ZN -1400 WrTH GAS -T AND WATER -TIGHT TAPERED THREADED PLUG AND ROUND POLISHED NMI BRONZE SCORIATED Ao, MABLE TOP. HB -1 BOSE else 1 / 2' -- .- WOODFORD MODEL NO. 865 WALL HYDRANT WITH COVER, AUTOMATIC DRAINING FREEZELESS, VACUUM SWAKER eACKFLOW PREVENTER. F"SH LOOSE TEE KEY. DRAWING LIST vI.o PLUMBING LEGEND, AeeREvu►noNS AND sPEc*IC►noNs P2.1 PLUMBING FLOOR PLAN �'111111aw1 11; �a ' =a is• As ress srs'-.'ro• •iripsssrs, •sea's %rsserrses %or1rs'ie eopollisbel 1':1 of III Astliltcl all of? sal to lef ►itslel. get of fis0o1e0 1:'loll 91 'flits C41sext of. Ilre Arci►ilot' %,11IF *19 notI f Aut XXX No. Dote 13SVe 5/26/01 ISSUE FOR PERMIT ,e 1 t RFC JUAI • 41611 NTS I t PLUMBONG LEGEND, ABBREVIATIONS AND SPECIFICATIONS ' � , • e R ! a e • ti r «_._ . .. .s"r.r.. .y,.., ...... -. ..wn.� A... _.«. ..�•...n..wv.ti 1Yyr .� ..r - ..� . ,.. . wa �4�� •�..�. :�• /►� ..�k ► i , ..* a�ir...� �.Irr .. .,�i ,. t , ..w :.n.,. .�. r � � 1� �2? I i I I I I i I I I 1 2 i . _. —.. ^....- ..- .... -_— ......�......�..��. _ _ P2.1 , 3 P2.1 Tm TT ENCON KNERC • CONSERVATION • COMPANY 4940 El Comino Real Am Altos, C 0omio, 94022 tel # (650) 961 -8095 tax / (650) 964 -3754 , ema into0encon.Com CoW*t • ENCON 2004 ENCON Project /: AP4805.00 WASy�,� �e:► r .t FC 1 L ____ J f � 1101 im i� II i' i II i� II _. __. ......r _ __ .._ .... __ . _....._..� .� _...._ . _.. _ ..._ _ _. _._._ ._ _.........._ ...: B PLUMBING FLOOR PLAN SGALE: 114' = I "I (05 CONNECT (N) Y4' COLD WATER TO (E) COLD S.O.V. W /A.P. �t� \ WATER LINE. (FlELD (TYPICAL) Y4� VERIFY EXACT SIZE AND LOCATION -MIN. Y47 INC— a � � HOT & COLD WATER RISER DIAGRAM 2 scuE: Hrs • w WASTE &VENT RISER DIAGRAM SC.NX: WS M Q FUNNEL c� 2` VTR I I 2DI i EC4 E Lev 1 i 4 . � I 2 CONNECT (N) 4" SAN. SEWER 2' I - TO (E) SANITARY SEWER LINE. (FIELD VERIFY EXACT SIZE AND LOCATION — MIN. 4' 4' SLOPE SLOPE _ SINGLE OR MULTIPLE O DISCHARGE WATER LINE FROM CEILING O i PRIMARY CONDENSATE DRAIN FUNNEL OF FC /AHU/WATER SOURCE j O ;; HEATPUMP TO TAILPIECE OF DISCMRGE WATM H FROM 0 LAVATORY SECONDARY CONDENSATE DRAIN OF FC /AHU/IWATER SOURCE O HEATPUMP THRU OPENING IN 0 ; CEILING O �I — ' O i r LAVATORY j 0 t, , .I t = _s 2 CONDENSATE DRAIN DETAIL P2.1 sole me r� HEAT TRAPS VACUUM RELIEF VALVE HW No. Date I SSIe 5/26/04 ISSUE FOR PERMIT H K `� VII) "� .- f EA RVINKS 1t 0 a PATE: Maur 26, 2004 t t i 4 i Q Store No. R -106 • South Center Mall Seattle, Washington Ite'wls lisp IFIrmwo m6:srlt/ tpltslist v 91011,161 et •s►iliitlel v •i of Ike 4:011th -sal •et oil 1t /rplicclel. .$to et 61064e! 0'1911 of-tits tilmf' of 11a 11(bilsct i�YIL XXX NOTE: �� EXPANSION TALK AAtTROL 74M-X-iROI MODEL 1. ELECTRIC HATER HEATER I INDIRECT WASTE t 0 w- ST- t2 -C OR EOUAI MOUNTING SUPPORT S►1ALl WASTE t3 BE APPROVED BY STRUCTURAL ENGINEER. ELECTRIC WATER HEATER -ABOVE CEILING SHEET NOTES: �1 CONNECT (N) 3/4" COLD WATER TO (E) COLD WATER UNE. ( FIELD VERIFY EXACT SIZE AND LOCATION — MIN. 3/4" <9> CONNECT (N) 4' SANITARY SEWER TO (E) SANDRY SEWER LINE. ( FIELD VERIFY EXACT SIZE AND LOCATION — MIN. 4" 4 > 2" V UP, 4` SS DOWN, 2` VTR. <�> 1j' V UP, 2" WASTE DOWN. 5r > )j' HOT WATER DOWN W /S.O.V. & A.P. TO UV -1. N.' COLD WATER DOWN W /S.O.V. & A.P. TO LAV -1, TP, WHA & WC. 7 Xi' COLD WATER DOWN W /S.O.V. & A.P. TO He -1. < 'y4 PRIMARY CONDENSATE DRAIN DOWN TO LAV -1. t -;" SECONDARY CONDENSATE DRAIN DOWN TO LAV -1. t rIgill w P2.1 I W I E' NTS 4 .. - _..M1.»InI n.wr .... ».h .u. •.q,...-_ _.�i►._•. • M.►-... A- M.. �•. I�. I..r�....+.IY.I'Y.i..rrr_.itrr. w..l .�.. '.tr � 1 No. Date I SSIe 5/26/04 ISSUE FOR PERMIT U[ PL/Ij 1) IP 0r T� N� � �a — 'PROVIDE ANCHORS AS REQUIRED l _` le ter` P&T RELIEF DISCMARGE BRACED HANGER RODS PER CALIFORNIA TITLE 24 5MACNA G"LINES 1/82 SEISMIC BRAGNG PER CALIFORNIA TITLE 24 SMACNA, GUIDELINE 1/82 4161 1/ = 1 -- OR ... s PLUMBING — FLOOR PLAN NOTE: �� EXPANSION TALK AAtTROL 74M-X-iROI MODEL 1. ELECTRIC HATER HEATER I INDIRECT WASTE t 0 w- ST- t2 -C OR EOUAI MOUNTING SUPPORT S►1ALl WASTE t3 BE APPROVED BY STRUCTURAL ENGINEER. ELECTRIC WATER HEATER -ABOVE CEILING SHEET NOTES: �1 CONNECT (N) 3/4" COLD WATER TO (E) COLD WATER UNE. ( FIELD VERIFY EXACT SIZE AND LOCATION — MIN. 3/4" <9> CONNECT (N) 4' SANITARY SEWER TO (E) SANDRY SEWER LINE. ( FIELD VERIFY EXACT SIZE AND LOCATION — MIN. 4" 4 > 2" V UP, 4` SS DOWN, 2` VTR. <�> 1j' V UP, 2" WASTE DOWN. 5r > )j' HOT WATER DOWN W /S.O.V. & A.P. TO UV -1. N.' COLD WATER DOWN W /S.O.V. & A.P. TO LAV -1, TP, WHA & WC. 7 Xi' COLD WATER DOWN W /S.O.V. & A.P. TO He -1. < 'y4 PRIMARY CONDENSATE DRAIN DOWN TO LAV -1. t -;" SECONDARY CONDENSATE DRAIN DOWN TO LAV -1. t rIgill w P2.1 I W I E' NTS 4 .. - _..M1.»InI n.wr .... ».h .u. •.q,...-_ _.�i►._•. • M.►-... A- M.. �•. I�. I..r�....+.IY.I'Y.i..rrr_.itrr. w..l .�.. '.tr � 1 ENCON ( 1 (3 , i = I � � 1 i l f � / i I I - - =-z t+ r_=71:70 - - t �..:.. = �__� a --=c_- •ar.� :�•:�.�.r`-::� -mow-- _ cam- r.�.. �.. - _. -1 L .-. -r � _. ..... � _. � -" �.:. � • •a ' .. +� - - - �..•y.. - .-._ L �.�• •� �.:..•.. *'. _� �r '.ilt'..ir� �"'' -mo . `�i... -.r ._ '. 1 / l t L Q N 3 !� 1 ENTRY SOFFIT I ! I NON - COMBUSTIBLE MATERIAL) V ' � .t. i, l . , t t ,!M ._tf , �i� S6 ,S S. ,, l !� I 1,_� t. d R =. S s�•f �.,�, '.ltb tl'.� � _.d is t.t 4 -�-- M i r _ �� ....- w- rwt. _.- •J►. - ..-. .-r - r ••1•• f_ u•.•. .-. •i .-•. ~•- .-. �•,-.•-. w. ' -.- ..1► �i► r- .+ 13 13 1 13 tt -- I - - PEiWT SPRINKLER (TYP• 2) oJ 1 111► 01 LlU i ( ! I I t 3 MVICAL AM SALES AREA) I , • kit , . �.. 6. • �f F l�t1+ t I b } tt S� i6 'f r I �ti .•F 0 ; . i 1 I 1 11� Ij �l t� tj �� .. --.rw -._ r.�. � .r.M..r r.•� -r_ •r�r._ ..w•.nYr '.r-..w _ - -.1��_ ` s_y._�.. '� 1 1 � 1 � 1 Of 2 F i• S! i lia =Ilh 1 416 16 16 I Or i�M 14 � I ' ' 1 � r +.n•.�ri r rr�.. �•�. 1 rJ�' � .... _. -. «". ...« G.. :.-. .._.. .._. ..... .«.. ..... .... .. _. .. -. .... .-. _ �...r. ..... I I � �...} - �i �..- .......... -��.� .. �- .._ -.� .- ....._. ........ � -. -. � 11 .r _. _ _.._-- .r-r...r_ .�...• - -. w_.r r._. -... -._-.. -err rr .r -... - r_.... w +• ! . � . r.=.. }L' �...._..- _ .. ` w. � . � .. � - ..►�.w+..b..•w � �_.. �- Mi .. ..... �-w r�..Iww.��..Y. � �r...Mti.•Y� w_.. r_ _ _. _ - r r _. _ --. « ...u.Y- - r -« _. �... -r r-.r �, r -.- r _ �.r wr �._ W� -.�.M• - _ +_ - _. . r _. _ ..��•� '.. _�' 1 7 �. FIRE PROTECTION PLAN SCALE: 1/4 = 1'-0' FIRE SPRINKLER SPECIFICATIONS T SHEET NOTES: r 1 l • it 1 SIDEWALL SPRINKLER HEAD BELOW AND ABOVE FABRIC CEILING. SPRINKLERS TO COVER "WIRED CABINET SHALL ONLY BE ABOVE CAW&T. NO EXPOSED SPRINKLERS IN BRAPHIC PANEL AREA. SPRINKLER HEAD SHILL BE LISTED FOR INSTALLATION IN ORDINARY HAZARD CLASSIFICATION. STANDARD COVERAGE, STANDARD RESPONSE. REFER TO SPECIFICATIONS. UPRIGHT SPRINKLER HEAD ABOVE TOILET ROOM AND MANAGER'S OFFICE. UPRIGHT SPRINKLER HEADS REQUIRED ABOVE SALES AREA• FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE TO PROVIDE SPRINKLER COVERAGE AS REQUIRED B ALL APPLICABLE CODES, WHETHER SPRINKLER HEAD IS SHOWN OR NOT. r 4. Upright Automatic Sprinkler Head: Model: -with natural bronze finish hood by Viking Inatollotion: In oil open areas with no ceiling include walk in box (i.e. stockroom) 5. Provide three (3) extra sets of each type head furnished. B. Sprinkler pipes sholl be schedule 40 block steel with Victoulic or grooved fittings. AN piping shall be concealed above the finished ceilings. C. Areas Covered: The entire tenant's premises sholl be fire sprinkled. D. Testing: Furnish all necessary labor, materials and equipment for conducting tests. and pay all expenses in connection therewith. Should leaks develop while testing, repairs sholl be Trade and tests shall be repeated unto a satisfactory test is obtained. 3.00 - INSTALLATION AND EXECUTION 3.01 PIPING INSTALLATION A Make changes in size of pipe with reducing fittings; bushings will not be permitted. B. Cop openings in piping during construction. C. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with escutcheons. Manufacture special sizes of escutcheons from steel and prime coot some. Cut in round, rectangular or square space to provide a clean oppeoronee acceptable to Owners. 3.02 SPECIAL. INSTRUCTIONS A. Contractor sholl be cognizant of architectural reflected ceiling pion and shall locote sprinkler heads in o syrnmetricol pattern were possible AW "I center heads in center of ceiling tik sections. B. Contractor sholl submit prelkninory fire sprinkler head loyout to owner for review and approval prior to start of shop drawings. Submit (4) copies to Owner or Gerwol Contractor. END OF SECTION SPRINKLER HEADS IN ALL AREAS SHALL BE LOCATED AS INDICATED ON THE ARCHITECTURAL REFLECTED PLAN AND COORDINATED WITH THE LIGHTING FIXTURES AND ME04ANC L DIFFUSERS. SPRINKLER HEAD I ALIGNr1ENT IS REQUIRED IN ALL AREAS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS FOR SPRINKLER LAYOUT IN SPECIAL CEILI SPRINKLER PIPING LAYOUT MUST BE COORDINATED WITH ALL OTHER TRADES. ALTERNATE TYPE SPRINKLER HEADS OTHER THAN THOSE SPECIFIED WILL NOT BE PERMITTED. ALL SPRINKLERS ARE STANDARD RESPONSE TYPE, STANDARD COVERAGE, ORDINARY HAZARD ALL CONCEALED SPACES ENCLOSED WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION SHALL BE PROTECTED BY SPRINKLERS. REFER TO SPECIFICATION AND FIRE PROTECTION DRAWINGS FOR TYPE OF SPRINKLER HEADS. 0 ENERGY • CONSERVATION • COMPANY 4940 El Conlin Real Los Attos, California. 94022 tel (650) 961 -8095 fox / (650) 964 -3754 _ email info0encon.com Copyright • ENCON 2004 ENCON Pro t : AP4805.00 P .01160( WAS N yr ISM ix�11�Eg �� TE: Mq j"201 Z w U w �Q Store No. R -106 South Center Mall Seattle,, Washington I go? P Is I a a *Is or a WS I lit oor-frive r- ! At % 1.% 1-144 .10%k W9 4,1 'Wee it oe1;1616tl $1.1 of ale A:sklitt-1 ii1ts all esl it 4416111e4. stl of liWofe/ I 'kohl •c:llis coattot of Ala Are kiiec r4 I %V% X No. a 0te iI $Ie 5/26/04 ISSUE FOR PERMIT F� w r tee` p `Jr( _ A ob ��y, � Veen SYS- k 1 City Of !'�j c SPRINKLER LEGEND 1.00 - GENERAL 1.04 DRAWINGS D SIDEWAI.L SPRINKLER HEAD, 5UND+IRO COVERAGE, STANDARD RESPONSE. CHROME PLATED. REFER TO The accompanying drawings sholl be considered part of these specifications. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS PENDENT SPRINKLER HEAD STANDARD COVERAGE, STANDARD RESPONSE, CHROME PLATED, 1.01 DESCRIPTION • Work and materials shown on the drawings and not mentioned in the specifications and vice verso shall be executed as if specifically mentioned A. Provide complete operation and maintenance manuals covering all UPRIGHT SPRINKLER MEAD, STANDARD COVERAGE. STANDARD RESPONSE. Furnish all lobar, materals, equipment and services required for and /or or shown in both The drawings shall be considered a s schematic in nature . mechanical systems and equipment that have been installed. Three (3) COWXAED STANDARD HEAD, RE SPONSE. reasonably incidental to the completion of the following work. and minor modifications of the work to comply with the structure as found copies of the manual sholl be bound in hardback binders. 'zurt�+ wr«ff '. A. Complete fire sprinkler system covering the entire store as shown. sholl be mode. B• provide instructions to owner as too ion of oil ui t P � P� B. Connection to existing fire sprinkler mains. Instruction period to commence for minimum of (2) hours and shall be C. Co- ordinate with buildi owner representative for connections to existin g p 1.05 RULES AND REGULATIONS scheduled at Owners convenience. system. A. All work and material shall be in full accordance with the latest rules and 1.10 CUTTING AND PATCHING D. Flashing and sealing of roof and exterior wall penetrations for voter regulations of the State Fire Marshal, NFPA, and other applicable State �A• The contractor shall do all cutti drilling and patching which may be tightness. and local rules and regulations. Nothing in these drawings or specifications required for the instollation of the work under this Section of the Code. shall be construed to permit work not conforming to these codes. E. Caulking and sealing of floor and wall penetrations and formed shaft penetrations. B. Furnish without any extra charge any odditk=1 material and labor when B. Patching sholl be of the some workmanship, material, and finish and required to comply with these lows, ordinances and codes regardless of sholl match accurately oil surrounding construction in a monner F. Access doors where shorn or required by code. whether shown or mentioned in these specifications of drawings. satisfactory to Owner. No cutting of the structure shall be permitted G. Hangers, supports, and guides. without written approval of Owner. H. Cleanup of debris and final cleanup of drains, fixtures and equipment. 1 •� MATERIAL SUBMITTALS I. Record drawings and operating manuals. A. Submit for review to Owner o complete and o11- inclusive list of equipment and materials proposed for use (4 copies), accompanied 2.00 - MATERIALS (Use U.L. Listed and Factory Mutual approved materials, J License, permits and associated fees. by manufacturer' data sheets giving sizes, capacities, etc. Doto shop be equipment, etc...). K. Cutting, drilling and patching for oil surfaces in relation to fire protection forwarded in a single package written 15 days after award of contract. 2.01 PIPING /SPRINKLERS work. B. Within 5 days after award of contract, submit 6 copies of o letter AI Materials shall conform to requirements in Notional Fire Protection L. Coordinate fire sprinkler okorm with building owner's representative - as stating any materials that contractor wishes to substitute, to Owner for 1lssociotion Pomphlet 13. Sprinkler heads shall be underwriter approved required. approval. Include such information as monufocturer s name, type of for use intended. 1M. Notify landlord 48hrs. in advance for sprinkler drain down. rnoteriol, certified ratings, overall appearance, and necessary information to explain function and operation of material. All proposed substitutions 1 • Conceoled Automatic Sprinkler Head (Quick response): shall be equal in quality, design, utN and appearance to material, king Mirage VK404, with white cow plate 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS wegt*wt or method specified. tnstollotion: Used in the low or dropped soffit areas, as dictated by A. HVAC 15500 loss prevention policies. B. Plumbing work 15400 1.07 AS -BUILT DRAVANGS 2. Recessed Automatic Sprinkler Head: C. Electrical work 16000 A set of floor plans will be furnished to the Contractor on which he shot indicate the installation 'os- built" os the work progresses. Upon completion Irlodol: Viking Horizon Model H chrome head with white trim. a 1.03 EXAMINATION OF SITE of the work, o set of reproducible drawings sholl be obtained from Owner Instollotion: All ceilings with suspended acoustical tile and inside Visit site before submitting bid and check location of off existing conditions at cost, and oil changes as noted on the record set of prints shall be gypsum board light soffit (it required). which will affect this work, verify dimensions and locations shown on incorporated thereon. This set of reproducibles, ol" with one set of J. Surface Pendant Autornotic Sprinkler Hood: drawings and cover all costs. Contractor shot assume reasonable variations blueprints, sholl be delivered to Owner upon completion and before find or minor omissions and shall complete proposed work without odditionol cost. acceptance of the project. Model: with natural bronze finish hood by Viking le Failure to visit site will not lessen responsibility or entitle additional 1.08 GUARANTEE InstoNotion:Toilet room with c,7psum board ceiling, clop ceiling, stairs, compensation for work not included in proposoll The Contractor shall leave the entire installation in complete working order -or other non areas with boors cei P gypsum M^9• free from any defective material, wrorkmonship or finish. He shill guarantee to repair or replace, without chorge, defects due to foufty workmanship or material for a period of one year from the date of filing of the Notice of Completion. T SHEET NOTES: r 1 l • it 1 SIDEWALL SPRINKLER HEAD BELOW AND ABOVE FABRIC CEILING. SPRINKLERS TO COVER "WIRED CABINET SHALL ONLY BE ABOVE CAW&T. NO EXPOSED SPRINKLERS IN BRAPHIC PANEL AREA. SPRINKLER HEAD SHILL BE LISTED FOR INSTALLATION IN ORDINARY HAZARD CLASSIFICATION. STANDARD COVERAGE, STANDARD RESPONSE. REFER TO SPECIFICATIONS. UPRIGHT SPRINKLER HEAD ABOVE TOILET ROOM AND MANAGER'S OFFICE. UPRIGHT SPRINKLER HEADS REQUIRED ABOVE SALES AREA• FIRE SPRINKLER CONTRACTOR IS RESPONSIBLE TO PROVIDE SPRINKLER COVERAGE AS REQUIRED B ALL APPLICABLE CODES, WHETHER SPRINKLER HEAD IS SHOWN OR NOT. r 4. Upright Automatic Sprinkler Head: Model: -with natural bronze finish hood by Viking Inatollotion: In oil open areas with no ceiling include walk in box (i.e. stockroom) 5. Provide three (3) extra sets of each type head furnished. B. Sprinkler pipes sholl be schedule 40 block steel with Victoulic or grooved fittings. AN piping shall be concealed above the finished ceilings. C. Areas Covered: The entire tenant's premises sholl be fire sprinkled. D. Testing: Furnish all necessary labor, materials and equipment for conducting tests. and pay all expenses in connection therewith. Should leaks develop while testing, repairs sholl be Trade and tests shall be repeated unto a satisfactory test is obtained. 3.00 - INSTALLATION AND EXECUTION 3.01 PIPING INSTALLATION A Make changes in size of pipe with reducing fittings; bushings will not be permitted. B. Cop openings in piping during construction. C. Escutcheons: Fit exposed pipes passing through floors, walls or ceilings with escutcheons. Manufacture special sizes of escutcheons from steel and prime coot some. Cut in round, rectangular or square space to provide a clean oppeoronee acceptable to Owners. 3.02 SPECIAL. INSTRUCTIONS A. Contractor sholl be cognizant of architectural reflected ceiling pion and shall locote sprinkler heads in o syrnmetricol pattern were possible AW "I center heads in center of ceiling tik sections. B. Contractor sholl submit prelkninory fire sprinkler head loyout to owner for review and approval prior to start of shop drawings. Submit (4) copies to Owner or Gerwol Contractor. END OF SECTION SPRINKLER HEADS IN ALL AREAS SHALL BE LOCATED AS INDICATED ON THE ARCHITECTURAL REFLECTED PLAN AND COORDINATED WITH THE LIGHTING FIXTURES AND ME04ANC L DIFFUSERS. SPRINKLER HEAD I ALIGNr1ENT IS REQUIRED IN ALL AREAS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS FOR SPRINKLER LAYOUT IN SPECIAL CEILI SPRINKLER PIPING LAYOUT MUST BE COORDINATED WITH ALL OTHER TRADES. ALTERNATE TYPE SPRINKLER HEADS OTHER THAN THOSE SPECIFIED WILL NOT BE PERMITTED. ALL SPRINKLERS ARE STANDARD RESPONSE TYPE, STANDARD COVERAGE, ORDINARY HAZARD ALL CONCEALED SPACES ENCLOSED WHOLLY OR PARTLY BY EXPOSED COMBUSTIBLE CONSTRUCTION SHALL BE PROTECTED BY SPRINKLERS. REFER TO SPECIFICATION AND FIRE PROTECTION DRAWINGS FOR TYPE OF SPRINKLER HEADS. 0 ENERGY • CONSERVATION • COMPANY 4940 El Conlin Real Los Attos, California. 94022 tel (650) 961 -8095 fox / (650) 964 -3754 _ email info0encon.com Copyright • ENCON 2004 ENCON Pro t : AP4805.00 P .01160( WAS N yr ISM ix�11�Eg �� TE: Mq j"201 Z w U w �Q Store No. R -106 South Center Mall Seattle,, Washington I go? P Is I a a *Is or a WS I lit oor-frive r- ! At % 1.% 1-144 .10%k W9 4,1 'Wee it oe1;1616tl $1.1 of ale A:sklitt-1 ii1ts all esl it 4416111e4. stl of liWofe/ I 'kohl •c:llis coattot of Ala Are kiiec r4 I %V% X No. a 0te iI $Ie 5/26/04 ISSUE FOR PERMIT F� w r tee` p `Jr( _ A ob ��y, � Veen SYS- k 1 City Of !'�j c SPRINKLER LEGEND sMea DESCRIPTION D SIDEWAI.L SPRINKLER HEAD, 5UND+IRO COVERAGE, STANDARD RESPONSE. CHROME PLATED. REFER TO SPECN1CA710N5. PENDENT SPRINKLER HEAD STANDARD COVERAGE, STANDARD RESPONSE, CHROME PLATED, NO ESCUTCHEON PLATE. REFER TO SPECIFICATIONS. UPRIGHT SPRINKLER MEAD, STANDARD COVERAGE. STANDARD RESPONSE. REFER TO SPECIF1CAilON. FINAL FINISH: NATURAL. BRASS. COWXAED STANDARD HEAD, RE SPONSE. • REFER TO � a� c��s�+� SH wIuyws 'zurt�+ wr«ff '. jn� f 1. � Z1 Jf WT C&Nr 41612 1 4" - 1' 0" FIRE PROTECTION PLAN AND SPECIFICATIONS -. . .- - - .. ,-.. _. r,: .,. -v. ..rue.. w .... .. ... .. t.. ... -.. ...._ _. .. �► _.. . -we .. .. s . . ... _ .._.._� ........ ... •r -_. - -. r _._._ .. .. .. 4 b RR i� LIGHTING FIXTURE SCHEDULE — SEE NOTE TYPE SYMBOL. DESCRIPTION VOLTS MANUFACTURER AND CATALOG NUMBER LAMP DAT LOCATION REMARKS OTY DESCRIPTION WATTS SURFACE MOUNTED MAIN: 15%/3P K = KITCHENEQUIPIMENT 0 VA 1.00 0 VA BUS AMPACTiY: 150A 7350 VA WL A. REFER TO LIGHTING SPECIFICATION AND INSTALLATION MANUAL FOR ALL LIGHT FIXTURE CATALOG NUM MRS AND DETAILS OF INSTALLATION. 1 PANEL SCHEDULE PANEL: A CONNECTED LOAD DEMAND FACTOR NEC L OAD 120 208V, 3 PRISE -4 WIRE 1600 VA 1.00 1600 VA H = ELECTRIC HEAT 3000 VA SURFACE MOUNTED MAIN: 15%/3P K = KITCHENEQUIPIMENT 0 VA 1.00 0 VA BUS AMPACTiY: 150A 7350 VA 1.25 9188 VA M = MOTOR 1 1.00 T M = LARGEST MOTOR 13248 VA C 16560 VA R m RECEPTACLE I VA 1. 144,30 VA C 3 120V/201 N T SP DESCRIPTION DEVICE T 3 Tag LOAD /PHASE (VA) 120V/20A N FL/D DEVICE DESCRIPTION 256 P E Apple L ogm S 120V/20A N FL/D WP SINGLE POLE SWITCH TBD T S Graphic Sign Panel 6 120V/20A N RA 40 16 640 Top kd m Tiw*4 # raids 6 Graphic Sion Panel 7 1 120V/20A N FL/D 40 E 960 g04MM sift EF 20 1 1 1 530 N 500 25 32 2 ZO 1 TEL - BO Graphic Sign Panel R 120V/20A ZARE 1 25 32 800 B" "04t A Aids 7 Graphic Sign Panel 4 120V/20A FL/D R R IENCE 20 1 5 Graphic Sign Panel 11 720 N 720 6 32 REC - Bsck wsf- l�ttaid R E SHOPERTRACK 20/ 7 400 720 SPARE 8 TOTAL LOAD (AMP): 20.4 - R 20 1 9 720 t0 2APPLECARE 1 R E LCC SCREEN 20 1 11 680 720 12 20,11 APPLEM 1 R L EXI' SIGNS " 20/1 131 300 720 14 20/1 MANAGER R R I CONVENIENCE 20/ 1 S 540 720 16 20/1 R R R Y 17 720 720 18 1 R R Y 19 720 720 20 1 R R Y I E3 21 720 360 22 ZO 1 R R Y 23 720 24 1 M HP -1 25 3420 400 26 1 DOOR SE RITY E MI 3420 720 451 ZU1 1 DATA CABINET R M 29 3420 720 30 1 TA R R 20/1 31 180 441 321 5013 FAN COL UNIT M R I PWUM 20 1 341 M R I PODIUM 2011 35 400 4416 361 M L I LUTRON PANEL - fLP 1 37 2450 1500 38 H L 39 450 1500 EWH H 42 20 1 SUBTOT VA 8000 7 110 8976 89361 7 PW1SE A PHASE B PHASE C 16976 16465 1 LOAD SA11MARY BY I f c CONNECTED LOAD DEMAND FACTOR NEC L OAD E - EQUIPMENT 1600 VA 1.00 1600 VA H = ELECTRIC HEAT 3000 VA 1.00 3000 VA K = KITCHENEQUIPIMENT 0 VA 1.00 0 VA L = LIGHTING 7350 VA 1.25 9188 VA M = MOTOR 10250 VA 1.00 10260 VA M = LARGEST MOTOR 13248 VA 1.25 16560 VA R m RECEPTACLE I VA 1. 144,30 VA " PROVIDE L OCK-ON DEVICE DIMMING PANEL SCHEDULE LOAD SUMMI W__ 49848 VA 138 • PANEL: LUTRON GP12 PANEL ,1 (LP 1) 120/208V, 3 PRISE -4 WIRE SURFACE MOUNTED MAIN: MLO BUS AMIPACITY: IOOA 10,000 AIC SYMMETRICAL CIRCUIT NUMBER DESC�RIPTION/FIXTURE TYPE ZONE VOLTAGE, CIRCUIT BREAKER FEED TYPE LOAD TYPE FIXTURE LOAD 7FIXTURE TOTAL LOAD W/VA FtEMIARKS O Ta L 16-T -5 Stri 1 120V/20A N FL/D 35 125V, 15A 1085 Front d Story 1 Tag L I 6-T-5 Strips 2 120V/20A N FI/D 35 32 1120 Bea of St" 2 Tag L 10A.10a-0 =21n 3 120V/201 N F0 SP SOUND SYSTEM SPEAKER SB omm 3 Tag 4 120V/20A N FL/D 32 8 256 sbrsp. Am 4 Apple L ogm S 120V/20A N FL/D WP SINGLE POLE SWITCH TBD Ap* Lop S Graphic Sign Panel 6 120V/20A N RA 40 16 640 Top kd m Tiw*4 # raids 6 Graphic Sion Panel 7 1 120V/20A N FL/D 40 24 960 g04MM sift 7 Graphic Sign Panel 8 1 -, W/am N FL/D 25 32 800 gamic voMAWt soft Graphic Sign Panel 9 120V/20A N FL/D 25 32 800 B" "04t A Aids 7 Graphic Sign Panel 10 120V/20A N FL/D 25 32 800 Bade WWW R sid 7 Graphic Sign Panel 11 12OV/20A N FL/D 25 32 800 Bsck wsf- l�ttaid SPARE 12 SPARE TOTAL LOAD (VA): 7339 TOTAL LOAD (AMP): 20.4 WIRING DEVICE LEGEND F ____ I � SINGLE RECEPTACLE OUTLET: 125V, 15A _--�. ouaLEx RECEPTACLE owner: 125v. za N CUSTOM BOOR BOX WITH SINGLE RECEPTACLE AND �— TWO DATA OUTLETS � DUPLEX RECEPTACLE OUTLET: 125V, 20A O RECESSED FLOOR 80X FOR POWER � AND DATA FIAItOwIREO CONNECTION � DOUBLE DUPLEX RECEPTACLE OUTLET: -.� 125V, 15A MS ifilPlE DUPLEX RECEPTACLE OUTLET: ps 125V, 15A T SPECIAL PURPOSE RECEPTACLE OUTLET, Q RATING AS INDICTED Q p HARDWIRED POWER CONNECTION TO FURNITURE. 9 D HARDWIRED DATA CONNECTION TO FURMTURE. 'Q PUSHBUTTON l3J BUZZER B BELL SP SOUND SYSTEM SPEAKER SB SUB - WOOFER FOR SOUND SYSTEM NC POWER TYPE PLUG STRIP. LENGTH � APPROXIMATELY AS SHOWN � POWER/TELECOM TYPE PLUG STRIP, LEWGiH REF APPROXIMATELY AS SFIOMM Q TELECOM OUTLET = TELECOM CONNECTION TO ELECTRIFIED lYP FURNITURE SYSTEM n te TELEVISION OUTLET WP SINGLE POLE SWITCH 2 DOUBLE POLE SWITCH 3 THREE WAY SWITCH XP` WIRING DEVICE SUBSCRIPT LEGEND qP AC AC a ABM COUNTER HEIGHT SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HOGHi. P C C R CEILING MOUNTED q? Gn GFl GROUND FAULT INTERRUPTER q?IG IG MATED GROUND �wv wP wEA7HERPR00F 6 6 = NUMBER INDICATES CIRCUIT NUMBER IG � MATED GROUND (ONE Of ISOL � DOUBLE DUPLEX) o LONGER G15E LETTER INDICATES � SWITCH CONTROL POWER LEGEND � SURFACE MOUNTED LPH, LRC, MP OR TC: SIZE APPROXIMATELY AS SHOWN _--�. RECESSES MOUNTED LPN, LRC, MP OR TC: SIZE APPROXIMATELY AS SHOWN N SURFACE ►IWMED LP: SIZE APPROXIMATELY AS SFIOYM �— RECESSED MOUNTED LP: SIZE APPROXIMATELY As s►ioww � T8: LENGTH APPROXIMATELY AS SFIONM O HEAVY DUTY DISCONNECT SWITCH � HEAVY DUTY DISCONNECT SWITCH NQIFI FUSE � MOTOR STARTER -.� COMBINATION MOTOR SfAR'fER /gSCONNECT SWITCH MS MOTORIZED SHADE CONTROLLER (FBO) ps PROJECTION SCREEN CONTROLLER (FBO) T THERMAL OVERLOAD/DISCONNECT SWITCH Q MOTOR CONNECTION QJ JUNCTION 80X, CEILING MOUNTED Q JuNCnori eox, wat MWn+TM �c caouNO eus CABINET MCP ciRCxiR BREAKER �— SWITCH AND FUSE MW GRCUR BREAKER IN ENCLOSURE (N) CURRENT TRANSFORMER COAP/iK1lOff MIO KWH METER RACEWAY LEGEND �t coNourr cow ABOVE caLx+c OR wrrHnr wntl � CONDUIT UP � CONDUIT DOWN � CONDUIT STUBBED OUT WITH BUSHING �— CONDUIT STUBBED OUT AND CAPPED —CT— CABLE TRAY —P WIRE/CONDUIT FOR POWER RUN WITHIN FLOOR. —D— CABLE/CONDUIT FOR DATA RUN WITHIN FLOOR. -.� CONDUIT HOAIERUN ECC ENGINEER CONTROL CENTER MINNIE LIGHTING LEGEND 4 UGHi1NG FlXTURE ON EYERGOrCY BATTER1r BAUASi/ NIGHT LIGHT GRCUR (D arr SIGN WITH enrraRr eAac -ur ENCON ENERGY • CONSERVATION • COMPANY 4940 El Camino Real toe Moe, Californio, 94022 iel / (650) 961 -8095 fax (650) 964-3754 email infooencon.com Copyright • ENCON 2004 EN Pro' t f AP4805.00 4z P TgW1.` WAS N e XPgWS r v -- DATE - May 26, 2004 .Z Store No. R -106 South Center Mall Seattle,, Washington is• r93 111111 •THIS• Wei ilgilt verveffel osre.. 0 wW111410rs lor11..wl is IP016 014 Ir of Ike A:rliild Its art fol !e deflittiti, let or til0fiet 1:" ffl IF Ile& tot"Of If. Alt 11011#0 ,pe!IGAEa•a a ` " ` XXX No. Dole Issle 5/26/04 ISSUE FOR PERMIT ,IN,QjE; NOT ALL SYMBOLS ON THIS UST ARE USED. GENERAL NOTES 1. PRIOR TO ANY REQUIRED CUTTING AND PATCHING OF CONCRETE FLOOR AND /OR CUTTING OF ROOF CONTRACTOR SHALL COORDINATE WITH BLDG. ENGINEER. 2. THE CONTRACTOR SHALL CONFIRM THE EXACT EQUIPMENT LOCATIONS AND THE LOCATIONS AND MOUNTING HEIGHTS OF ALL POWER AND TELEPHONE DEVICES BEFORE ROUGHING IN. FAILURE TO COORDINATE WITH OTHER TRADES SHALL NOT BE CAUSE FOR EXTRA PAYMENT. 3. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUITS NUMBERS. PROVIDE AND INSTALL ALL CONDUITS. CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM (HOME RUN SHOWN). BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND N.E.C. (1993) 4. HOMERUNS SHOWN ARE SCHEMATIC. MAY ORIGINATE HOMERUNS FROM DIFFERENT LOCATIONS. ALL WIRE INCLUDING HOMERUNS SHALL BE DELINEATED ON AS -BUILT DRAWINGS. 5. ALL CIRCUITS SHALL INCLUDE AND INSULATED GREEN GROUNDING CONDUCTOR, SIZED PER TABLE 250 -95 OF THE NEC. THIS CONDUCTOR SHALL BE CARRIED IN ALL RACEWAYS INCLUDING THOSE INSTALLED FOR SWITCH LEGS AND SHALL BE ATTACHED TO THE DEVICE, LUM INAIRE, OR EQUIPMENT USING A SUITABLE GROUND LUG. 6• THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL JUNCTION AND PULL BOXES REQUIRED FOR THE INSTALLATION OF ELECTRICAL DEVICES AND EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. SIZING OF THESE BOXES SHALL BE PER THE NEC. , Q JUL v ? 0 04 C* NG D DRAWING LIST E1.0 LEGEND k ABBREVIATIONS, SCHEDULES E2.1 I POWER AND SIGNAL PLAN E5.1 I ELECTRICAL SPECIFICATIONS ! ABBREVIATIONS �t CENTERLINE /1FF ABOVE FINISHED FLOOR AIC AMPERES INTERRUPTING CAPACITY AF/AS E RATING of FUSE/SWITCH AT/AF AMPERE RATING of CIRCUIT ear AN Auao/wsuK � CIRCUIT (E) EXISTING TO REMAIN EC EMPTY CONDUIT ECC ENGINEER CONTROL CENTER ELEY ELEVATOR FBO FURNISHED BY OTHERS FCC FIRE CONTROL CENTER GFl GROUND FAULT INTERRUPTER GNO GROUND IG ISOLATED GROUND MCP MOTOR GRCUIi PROTECTOR MS MAIN SWITCHBOARD MW MICROWAVE (N) NEW NC NORMALLY CLOSED NO NORMALLY OPEN NTS NOT TO SCALE REF REFRIGERATOR SCC SECURITY CONTROL CENTER TEL TELECOM lYP TYPICAL LION UNLESS OTHERWISE NOTED WP WEATHERPROOF wr WATERTIGHT (x) EXISTING to BE Ra+M XP` E PROOF w. PERMjr - 40060 NTS • ELECTRICAL LEGENDS do ABBREVIATIONS ieq \E 1�c r.w. f o• 1 p j Ile SECURITY LEGEND os 000a ALARM CONTACT ELECTRIC LOCK QQ CAMERA SECURITY CAMERA QK KEYPAD GB GLASS BREAK SENSOR .yOg; ELECTRICAL CONTRACTOR WILL INSTALL iNSr� ALL R OUTLET BOxES, CONDUR MD WIRE FOR THE SECURITY ICES COD DEV (FBO) SHOWN ABOVE. A w. PERMjr - 40060 NTS • ELECTRICAL LEGENDS do ABBREVIATIONS ieq \E 1�c r.w. f o• 1 p j Ile s I s ►_ I { I 4 2 3 t I (TYP. OF 8) I{ I GF1 i �� j ... `_- ---'�- 17 17 17 17 19 19 19 1 T-•- == ---------- F -1 w �� ► E � te: 415 15 _ _ _ , ► NIC WP GFl 1 E A -17 A -19 A- 25,27,29 A - 3 f A -1 A - LUTRON PNL(LP 1) 4 12 6 f 9 33 A -10,12 A 7 Q0 - . I DATA TERMINATION CABINET 2 5 PANEL A �- - 07 A -5 IA -11 �• 11 .-. FCU -1 -� o K <0 28 T DS EL ,. } - ►a�''P (TYP. OF 8) , A -28.30 B ., 8 ` A-2,4 ` (D26 A -33,35 `' .—J= � DS A -21 A -23 2 1 1 _.._� 0 E • 26 I A- 32,24,36 — 26 1 - '., 1 �21 21 �,�21 123 X2323 A -14,16 A -18,20 _ �:.-- = � _ :•--S "- - ... a • • • • s • . • • • • • • • • • • w • • • - 1 r 14 16 - 11 1820 i j 9 5 ! 1 i t� 1 L GENERAL NOTES: Ll A. ALL OUTLETS SHAD. BE MOUNTED AS INDICATED ON THE ARCHITECTURAL DRAWINGS (15' AFF UNLESS NOTED OTHERWISE). AL CONDUIT AND BOXES IN SALES AREA SHALL. BE CONCEALED IN WALL. PROVIDE CONDUIT AND WIRE FOR CIRCUITNG SHOWN. 8. PROVIDE CONDUIT AND WIRE FOR CIRCUITNG SHOWN. C. ALL 120V RUNS LONGER THAN 100' SHAH BE 110 WIRE SIZE UNLESS NOTED OTHERWISE ON PLANS. D. CONTRACTOR MAY COMBINE THREE (3) CIRCUITS PER NEUTRAL AND GROUND WIRE EXCEPT AS OTHERWISE NOTED. WHERE NEUTRAL SERVICES MORE THAN ONE PHASE FOR COMPUTER CIRCUITS. THE NEUTRAL SHALL BE SIZED AT TWICE THE CURRENT CARRYING CAPACITY OF THE PHASE WIRING. E. ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. F. DATA SUB - CONTRACTOR TO FURNISH ALL LOW VOLTAGE DATA CABLE AND ELECTRICAL CONTRACTOR TO INSTALL ALL DATA WIRING PROVIDE LABELING AS SHOWN ON POWER PLAN AND LEAVE MINIMUM 10' COIL AT BOTH ENDS. FINAL TERMINATION BY DATA SUB - CONTRACTOR. G. ELECTRICAL CONTRACTOR TO VERIFY PLENUM CABLE RUN REQUIREMENT WITH LOCAL. JURISDICTION. ELECTRICAL. CONTRACTOR TO INCLUDE CONDUIT FOR PLENUM CABLE RUN IN BASE BID IF REQUIRED. PROVIDE BRIDLE RINGS, J- HOOKS, OR CABLE TRAY TO SUPPORT DATA CABLE IN PLENUM SPACE. H. CONNECT 120/208V ELECTRICAL E QUIPMENT AND WIRING DEVICES TO PANEL ' A ' , UON. a -.' +; � it , , , d ♦ .. . .. ... _ M POWER AND SIGNAL PLAN .SCALE: 1/4 s 1'-0" KEY NOTES: PUSHBUTTON FOR BUZZER SYSTEM. REFER TO SHEET E4.1, DETAIL 3 FOR MORE INFORMATION. PROVIDE ENGRAVED LABEL 'APPLE' AT PUSH BUTTON. CONNECTION TO OFF SITE SECURITY SYSTEM. CONTRACTOR TO PROVIDE 1' CONDUIT WITH CABLE (PLENUM RATED) FROM OFF SITE SECURITY (MALL) SYSTEM LOCATION TO DATA TERMINATION CABINET. LEAVE 20' COIL AT EQUIPMENT RACK AND 10' COIL AT CONNECTION POINT. DATA CONTRACTOR TO PROVIDE FINAL TERMINATION. PROVIDE UNIT PRICING IF DISTANCE IS UNKNOWN AT BID TIME. 4> PROVIDE (2) DEDICATED RECEPTACLES PER DATA EQUIPMENT TERMINATION CABINET. 4 PROVIDE DEDICATED RECEPTACLE FOR G5 COMPUTER HOUSED IN DATA TERMINATION CABINET. CONNECT TO GENIUS BAR. S BUZZER FOR DOOR DELIVERY. 6 PROVIDE RECESSED FLUSH JUNCTION BOX FOR LCD SCREEN A/V CABLE CONNECTION. ROUTE TWO (2) 3/4 - C FROM JUNCTION BOX, UNDER STONE FLOOR AND STUB UP INTO GENIUS BAR. A,/V CABLING BY OTHERS. O 7 PROVIDE 120V, 10 CONNECTION TO LCD SCREEN. I> CONNECTION FOR LCD SCREEN SPEAKERS. +62' do +107". ELECTRICAL CONTRACTOR TO PROVIDE WEST PENN 25227 (PLENUM RATED) FROM SPEAKERS TO DATA TERMINATION CABINET, LEAVE 20' COIL AT BOTH ENDS AND DATA CONTRACTOR TO PROVIDE FINAL TERMINATION. < g > CONNECTION FOR DETER MASTER ALARM CONTROL SYSTEM. CONTRACTOR TO PROVIDE 3/4' CONDUIT FROM UNIT LOCATION TO TELEPHONE BOARD. COORDINATE ANY REQUIRED LOW VOLTAGE WIRING WITH SECURITY SUB - CONTRACTOR. REFER TO SHEET E4.1, DETAIL 2 FOR MORE INFORMATION. ® CONNECTION FOR KEYPAD, MOUNT AT +42 AFF. CONTRACTOR TO PROVIDE BELDEN 83712 (PLENUM RATED) CABLE FROM KEYPAD LOCATION TO DATA TERMINATION CABINET. PROVIDE LABELING (LOCATION) AND LEAVE 20' COIL AT EQUIPMENT RACK AND 3' COIL AT KEYPAD. DATA CONTRACTOR TO PROVIDE FINAL TERMINATION. �1 LOCATION OF DOOR CONTACT AND ELECTRICAL LOCK (FOR BURGLAR ALARM SYSTEM) PROVIDED BY DATA SUB - CONTRACTOR, ELECTRICAL CONTRACTOR TO PROVIDE (PLENUM RATED) CABLE FROM DOOR CONTACT LOCATION TO DATA TERMINATION CABINET. PROVIDE LABELING (LOCATION) AND LEAVE 20' COIL AT EQUIPMENT RACK AND 3' COIL AT DOOR CONTACT. COORDINATE FINAL LOCATION IN FIELD. LOCATION OF ACCESS CONTROL SYSTEM. ELECTRICAL CONTRACTOR TO PROVIDE 1' CONDUIT AND Two (PLENUM RATED) CABLE FROM SECURITY CONTROLLER LOCATION TO BURGLAR ALARM SYSTEM AT DATA TERMINATION CABINET. r" ,:OVIDE RECEPTACLE ABOVE CEILING AND LABELING ( LOCATION). LEAVE 20' COIL AT EQUIPMENT RACK AND 3' COIL AT DOOR CONTROL LOCATION. COORDINATE FINAL LOCATION IN FEW AND DATA SUBCONTRACTOR TO PROVIDE FINAL TERMINATION. REFER TO DETAIL 4 ON E4.1 FOR MORE INFORMATION. LUTRON GRARK EYE CONTROL UNIT LOCATION. REFER TO LIGHTING CON1 SHEET E4.1, DETAIL 4 FOR ADDITIONAL INFORMATION. FOR THIS DOOR ONLY, PROVIDE 1/2 FROM ELECTRIC LOCK TO THE GENIUS BAR AND STUB -UP IN LOCATION OF PROXIMITY CARD READER AT GENIUS BAR. SEE ARCHITECTURAL DETAILS FOR LOCATION INFORMATION. 4 3- COMPARTMENT RECESSED WALKER FLOOR BOX (880 SERIES) FOR GENIUS BAR POWER AND DATA CONNECTIONS. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING DETAIL AND REQUIREMENTS. A. POWER CONNECTION (1 COMPARTMENT): PROVIDE 3/4' CONDUIT AND WIRE ROUTED UNDER STONE FLOOR TO NDARf3;T PARTITION AND HOMERUN TO PANELBOAR0 NOTED. CONTRACTOR TO PROVIDE FLEX CONDUIT HARDWARE CONNECTION FROM FLOOR BOX TO FURNITURE. B. DATA CONNECTION (2 COMPARTMENTS): AT EACH COMPARTMENT PROVIDE THREE (3) 1' C TO DATA TERMINATION CABINET FOR THE FOLLOWING CABLES: (7) COMPREHENSIVE CVC- RGBFN /HRXFP (VIDEO SYSTEM) (5) BELDEN 89182 (AUDIO SYSTEM) (1) BELDEN 82504 (CONTROL SYSTEM) LEAVE 20' COIL AT EQUIPMENT RACK AND 10' COIL AT FLOOR BOX. DATA SUB - CONTRACTOR TO PROVIDE FINAL mo"TION. INSTALL DATA CONDUITS WITHIN SUBFLOOR UNDER STONE TILES FROM GENIUS BAR FLOOR BOX AND RUN UP TO CEILING AND TERMINATE AT THE DATA TERMINATION CABINET. DATA AND POWER RECEPTACLES SR 1. BE MOUNTED IN THE TRAY BENEATH THE COUNTER. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL LOCATION AND MOUNTING INFORMATION. CIRCUITS FOR RECEPTACLES SHALL UTILIZE MC CABLE ASSEMBLIES. DATA CABLES SHALL BE WALLED IN 1 ALONG PERIMETER OF STORE TO THE DATA TERMINATION CABINET. {� INSTALL CONVENIENCE RECE PTACLE AT BOTTOM SURFACE OF WALL TABLE. SEE ARCHITECTURAL DETAILS FOR EXACT LOCATION. i PROVIDE 2'X4'X3/4' PLWWOOD BACKBOARD FOR TELEPHONE. ROUTE 2` CONDUIT WITH BELDEN 9327 TELEPHONE CABLE TO LANDLORD'S TERMINATION POINT. LEAVE 20' COIL AT EQUIPMENT RACK AND 10' COIL AT ETELEPHOHE BOARD. FIELD VERIFY EXACT LOCATION AND COORDINATE WORK WITH LANDLORD. INSTALL (1) QUAD RECEPTACLE ON EACH SIDE OF PHONE BOARD. 40 ELECTRIC WATER HEATER. SEE PLUMBING DRAWINGS FOR EXACT LOCATION. COORDINATE ELECTIZI(",AL. I INATIONS WITH PLUM OM CONTRACTOR. 10 SEE MECHANICAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT. COORDINATE ELECTRICAL TERMINATIONS WITH MIECWW. AL CONTRACTOR. 10 HP -1 UNIT LOCATED ON ROOF. COORDINATE ELECTRICAL. TERMINATIONS WITH MIECWMIICAL CONTRACTOR. PROVIDE RECEPTACLE WTHIN 25 FEET OF UNIT PER NEC 210 -63. ENCON ENERGY • CONSERVATION • COMPANY 4940 El Camino Real Los Altos, Colitornio, 94022 lei / (650) 961 -8095 fox / (650) 964 -3754 moo infoeeneon.com C4pyn9ht • ENCON 2004 ENCON Wi AP —.._ —no DATE: Irby 26, 2004 �W O ..j i R Store No. R -106 ;• 2 South Center Mali .Seattle, Washington .11 vigllistel V1;1 et Ile iitlilett ooh soy o�I le iootitelel. eel of disclosed I 1 it :111# tisje'of if t1R Aftliiecl j YL XX No. Dote Issue 5/26/04 ISSUE FOR PERMIT 4 co PR EC F App NCE i Fp JUL 1 D. i - A T . 40060 POWER AND SIGNAL PLAN ►..1R .v i .. .. __ ... w- .••.� -.-.. ... - • ..•__-• •.- +.... -, .w -.... .« ... �... i. .... • .... ... +►.r wM....sw_.+..... ..r....+- .-- ..r• -� M' -t,_ ♦� - r,�,.. ,-.. -. _ _.! ..� i ..i'y .. . v �'.. v.. . I ...IL..'.� .. .. . � ..1 . . r ENCON I azza- in 3 I { ft Om uw LP1-4 i UM-3 ue UM-4 0 A-13 u1 END LP14 �2 TOP AND BOTTOM TRACK OF LIGHT BOX, CIRCUIT C6 I a SOFFIT LIGHT, CIRCUIT C7 i BACK BOX LIGHTING, CIRCUITS 8 8t 9 :SEE DETAILS :! -7 _ - r - _.._...: -�. ... __j or A 9NERGY • CONSERVATION • COMPANY 4940 El Camino Real Im Moo, California. 94022 tel f (650) 961 -8095 fox f (650) 964 -3754 wm il inf oOencon.Com Copyright • ENCON 2004 04CON Prajeat f: AP4805.00 D VF .. N DATE: Mop 26, 2004 w . Z . i LU • i Store No'R -106 A. South Center Mali i Seattle,, Washington ��;�� 1�t •t1�t�R wttC�tsT •��s�1�� .0�6tt �f�i��.ij!: •�t��•ir LIM ' UM. I UM-2 LP12 UM-2 UM -2 LP12 LP12 LP12 LP12 1P1-2 LP12 LP12 LP14 01 -1 LP1 -1 LP1 -1 LP1 -1 LP1 -1 LP1 -1 LPI.1 •1 N N LIS LIS LIS LO LIS Lis Lis 11 n4 + i ! 3 4 4 4 4 LP1 - 4 2 LP12 LP12 LP1-2 LPI-2 LP12 LP12 LFM2 LP12 LP1.2 LP12 LP1.1 LP1.1 LP1.1 LP1 -1 LP1 -1 LPI -1 "` - A-1 •1 ' LP1 -1 5 K K K N N N K N K K M N N ti to t� K ti K It { I UPI. 404� 3 LP12 L.P12 LP1.2 LP12 u" u44 LP12 L" 12 LP L" LP12 LP1.1 u"" LPt•1 u"" um" u" LPi•1 u"01 LP1 -1 U"-, K K K , + 1K >K 1 >w N is s �! r L141 ll ...II .r +�� - `r. '_� �+rri.�+r .r... r.r. ....`•i...w��... + .�.+.�.. . -.�i .+•. ti.r� .w +.rr.-�...r�.r.w..++��..� _r �' L: J,7� r- __.-�rr._.y_ .�. r•_•�+.wl.r.•....w ir.— �.— w�rw�•r..�.r..�r w - BACK BOX LIGHTING, CIRCUIT'S 10 do : 1 1 SEE DETAILS SOFFIT LIGHT, CIRCUIT 7 TOP AND BOTTOM TRACK OF LIGHT BOX, CIRCUIT C6 LIGHTING PLAN GENERAL NOTES: A. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF CONFLICT'S OCCUR BETWEEN LIGHTING AND ANY OTHER TRADE. DO NOT PROCEED WITH INSTALLATION IN THAT AREA UNTIL CONFLICT HAS BEEN RESOLVED TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. 0. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING INSTRUCTIONS FOR ALL LIGHT FIXTURES. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF ALL LIGHT FIXTURES AND ASSOCIATED LAMPS. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THE ADJUSTABILITY OF ALL DOWN LIGHTS AFTER NNSTALLATION AN AIM THEM AS DIRECTED BY OWNER'S REPRESENT C. PROVIDE CONDUIT AND WARE FOR CIRCUITING AND SIMTCHING SHOWN. D. ALL 120V RUNS LONGER THAN 100' SHALL BE f10 TARE SIZE UNLESS NOTED OTHERIMSE ON PLANS, E• ALL EMERGENCY LIGHT FIXTURES SHALL BE SERVED FROM BATTERY BACKUP. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. (INSTALL A CENTRAL BATTERY SYSTEM WHERE THE USE OF INDIVIDUAL BATTERY UNITS ARE PROHIBITED BY LOCAL CODES). F. ELECTRICAL CONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO BID. G. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. H. CONNECT LIGHT FIXTURES TO LUTRON PANEL LP1, UON. f a f y ) /11� N B } r is t►1s►iislcl tg' e! +.le A:cIfiett eta not to! fe it'=Ittief, tet of disclosed 111hett 1611rs taitel o1 lilt 11100e:! - pF�Apa ?Aal t Y,XX No. Dote issue 5/26/04 ISSUE FOR PERMIT ti t KEY NOTES: f �1 CONTRACTOR TO PROVIDE WEST PENN 25227 (PLENUM RATED) CABLE FROM �a p EyvF p F -� SPEAKERS TO DATA TERMINATION CABINET. DAISY —CHAIN UP TO THREE E CONJp�p PER HOMERUN AND LEAVE 20' COIL AT EOUIPMENT RACK AND 10' COIL AT H WEAKER. AUDIO CONTRACTOR TO PROVIDE FINAL TERMINATION. AP PRny ED 1 - 2 GRAPHIC SIGN P ANEL. REFER TO ARCHITECTURAL DETAILS. JUL 1 8 20 04 O LOCATE SECURITY CAMERA ON WALL ABOVE MOTION DETECTOR. DEVICE AND BE FURNISHED AND INSTALLED BY SECURITY CONTRACTOR. B 0(f TUkw- rN � o�� FIXTURES DESIGNATED AS EMERGENCY SHALL BE PROVIDED WITH EMERGENCY IMNERTER rs Io� BALLAST FOR 90— MINUTE BATTERY BACK —UP DURING POWER OUTAGE. CEILING MOUNTED 90WRTRACK (TRAFFIC COUNTER) FRONDED BY GENERAL CONTRACTOR. CONTRACTOR TO PROVIDE ONE DATA CABLE (BERK —TEK, LANDMARK -1000, UTP, 4 —PAIR, CAT 6) FROM SHOPPERTRACK UNIT TO DATA �«T {~ ►.� TERMINATION CABINET. PROVIDE LABELING (SHOPPERTRACK) AND LEAVE MINIMUM 20' COIL AT EQUIPMENT RACK AND 10' COIL AT SHOPPERTRACK LOCATION. FINAL TERMINATION BY DATA SUB — CONTRACTOR. MELD VERIFY EXACT LOCATION WITH ARCHITECT' 40060 '6 LOCATE MOTION DETECTOR ON WALL ABOVE EXIT SIGN. MOTION DETECTOR PROVIDED BY DATA SUB CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE BELDEN 82741 • (PLENUM RATED) CABLE FROM MOTION DETECTOR TO BURGLAR ALARM SYSTEM AT 1/ = 1 ' — 0" DATA TERMINATION CABINET. PROVIDE LABELING (LOCATION) AND LEAVE 20' COIL AT E QUIPM ENT RACK AND 10' COIL AT EACH MOTION DETECTOR. cOORDNNATE FINAL LOCATION IN FIELD. . • " , . < 2> SIGN BOX. COORDINATE EXACT LOCATION AND TE RMINI►TIONS WITH SIGN. REFER TO LIGHTING PLAN ARCHITECTURAL. DETAILS. E 3.1 • ... _!YVw._••••• ww •.y.,- y• -I -�.w •..r+... r,_,...... s.�.p••i. •. •. Iw ... ...prN.r ,y„.- .,,r,L`.r_ _. -..... v.�•�+ ;r.. •.r•._.. o A4Iry �.{�.,_ � Y .ypN. . � .. . � y .. .. - � � _ r w M c TRANSFORMER MANAGER'S CLASS II LOW BR2 �� VOLTAGE WIRING, 16AWG MINIMUM DEILVERY DOOR � BR1 PUSHBUTTON, TYP. �u llERS RECEIVING AREA LABEL OAPPLE BUZZER SYSTEM NOTES: ELECTRICAL CONTRACTOR SWILL FURNISH AND INSTALL A NUTONE DOOR BUZZER SYSTEM WITH TRANSFORMER MOUNTING PLATE AS DETAILED. THE ELECTRICAL CONTRACTOR SWILL PROVIDE ALL NECESSARY JUNCTION BOXES, CONDUIT AND MARE TO COMPLETELY INSTALL THE DELIVERY DOOR BUZZER SYSTEM. INSTALL COMPLETE SYSTEM IN CONDUIT IF REQUIRED BY CODE. A. BUZZERS (2): NUTONE 0 -201 (6 -10 VOLT): LOCATE FIRST BUZZER & BELL UNDER SWITCH PLATE AT +7' A.F.F. IN RECEIVING AREA, +8' A.F.F. PAINT PLATE TO MATCH WALL COLOR. LOCATE SECOND BUZZER IN MANAGER'S OFFICE, OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. B. PUSHBUTTON (1): NUTONE #PB -18 LCL OR EQUAL.. LOCATE PUSHBUTTONS OUTSIDE DEIVERY DOOR, +48" A.F.F. C. TRANSFORMER (1): NUTONE /515T NEXT TO BUZZER IN A,/V ROOM. 3 BUZZER SYSTEM DETAIL 1 NO SCALE REFER TO LOAD SCHEDULE SHEET FOR FEEDER INFORMATION 1 0 A 12 #18 AWG d EQU IPMENT G RX -AV BY OTHERS A/V INTERFACE ADDRESS: 1 ZONES: 1 THRU 12 FUNCTION: SCENES 1 -4 AND OFF . rrj RS232 WIRING GRX -PRG ADDRESS: 12 SYSTEM TI ME CL OCK LIGHTING CONTROL DETAIL 4 RISER NOTES GRX- 4516 -A -WH ADDRESS: A1,A2 ZONES: 1 THRU 12 FUNCTION: SCENES 1 -4 8t OFF PANEL 1 GP 12 1204M1L - 20 CONTROL UNK REQUIRES LUTRON ALL-IN ONE CABLE GRX- CBL -46L -500 (5 CONDUCTOR) OR 2 112 (CLASS 2) PLUS ONE BELDEN 19461 OR ALPHA 12211 GABLE. AVAILABLE IN ONE CABLE: UBERTY LUCOM 12/22 -RBL. I. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL 1/ EC WITH LOW VOLTAGE CABLING FOR THE ITEMS SHOWN. SECURITY DEVICES ARE PROVIDED BY OTHERS. 2. COORDINATE EXACT REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH -IN. LOW VOLT. TRANSF. ./� IM JPP5152 -3 f ,/1 DETEX SYSTEM NO SCALE v A. ALL NEW COMPONENTS SHOWN ON THE SINGLE UNE DIAGRAM SHALL BE 'SERIES - COMBINATION RATED SYSTEM' ADEQUATE FOR THE MAXIMUM FAULT CURRENT LIMITING AVAILABLE AT THE POINT OF APPIJCATION, INCORPORATING THE CURRENT UMITING DEVICES AS SPECIFIED. SHOP DRAWINGS SHALL INDICATE SERIES - COMBINATION RATING AND INCLUDE A COPY OF ALL LABELING, INCLUDING RESPECTIVE UL USTING. B. FIELD VERIFY ALL EXISTING CONDITIONS. C. ALL EQUIPMENT IS NEW, UNLESS OTHERWISE NOTED AS EXISTING. D. ALL DEVICES ARE 3 POLE UNLESS OTHERWISE NOTED. E. ONLY U.L. LISTED EQUIPMENT SHALL BE USED. F. ALL CONDUCTORS SHALL BE COPPER. 3P60A NEM A 3R NUMBERED NOTES HP O1 EXTEND EXISTING FEEDER TO NEW LOCATION. 1 1'C. W/316, #1 "D 1-1/4'C. W/313, #MD ___4 3P30A, NEMA 1(TYP. ) ROOF fC 1 / EWH \ \_L/ 3/4'C. W/2 #10, 11OG1ND a PARTIAL RISER DIAGRAM 6 d LUTRON PANEL A PANEL (LP I) -1 /2 "C. W/4#4, PGND 2" C. W /4/3/0, "D TENANT SPACE CONDUIT FILLED FOR COMMUNICATION /DATA CABLE IELDEN 83712 TO INATION CABINET BELDEN 83712 1 y S ENCON INERGY • CONSERVATION • COMPANY 4940 El Camino Real Los Altos, California, 94022 tel N (650) 961 -8095 fox / (650) 964 -3754 email infooencon.com Copynot • ENCON 2004 IENCON 2%iog J: AP4805.00 r N rny, ' 't WAsf ' Pon .w L X / c aTE: May 26, 2004 �LL.1 ,W J Q Store No. R -106 South Center Mall Seattle,, Washington w a �•�♦ V w• M. 1974 • ro •. V a - V 1p 9 7 ./9 r.a t. •.4'P t r�1 �V . .. is trlellisisl d 4 at Ile A;cliled twl 061051 It dal+icttel, std $I list:ostrt 4:'4trl ot•iles c«ttsf of 11i lrclittc! NO SCALE XXX 000 SCAU I (D5 CONDUIT FILLED FOR COMMUNICATION J DATA CABLE NO SCALE No. D al! I sfae 5/26/04 ISSUE FOR PERMIT R � FD A ,� NC "rO PG rl low e D N -rr-� ggvc - - ON 0 Fc#, T F IV 40060 NTS ENE- • 11.1 " I f . l l ? PARTIAL RISER DIAGRAM AND DETAILS �•� \E�� gar• i1IfaIt 1141 . E481 - .... _ _ _ _ .. j. «...... r... w. w�......, r�-. .w.wu.+. +. «+.�...,.......�r�rwr '' �� ry y�,,,y� ,` ,, - .... :.F ✓ . t . . f q ... - ACCESS CONTROL SYSTEM NO SCALE ' • PROVIDE RECEPTACLE ABOVE CEILING O FOR CONTROLLER PLUG. SEE DRAWINGS FOR CIRCUIT NUMBER XIT ALARM Conduit siz (in): Cwwwt ' 0.75 0.44 1 0.79 1.25 1.23 1.5 1.77 2 3.14 3 7.07 4 12.5 CABLE Diameter (in) BERTEK LANmark -1000, UTP, 4 Pair, Category 6 0.230 4.25 7.56 11.81 17.01 30.25 68.05 1 .98 of cobw o 4= filed 4 7 11 17 30 68 Comprehensive CVC- 8 RGBHV /HRXFP 0.325 2.13 3.79 5.92 8.52 15.15 34.08 L � of Coble o 4a fled 2 3 5 $ 15 34 60 West Penn 25227 0.230 4.25 7.56 11.81 17.01 30.25 68.05 120.98 of cable o 4o% Bled 4 7 11 17 30 68 120 Belden 88281 0 3.06 5.45 8.51 12.25 21.79 49.02 87.14 � of Coble o 4ox fled 3 5 8 12 21 49 87 Belden 89182 _ X0,308 2.37 4.22 6.59 9.49 16.87 37.95 67.47 of cable o 4o% filed 2 4 6 9 16 37 67 Be ld e n 82 I 741 0.181 6.87 12.21 19.08 27.47 48.84 109.89 195.35 of Coble o ox filed 6 12 19 27 48 109 195 Belden 82504 0.195 5.92 10.52 16.44 23.67 42.08 94.62 168.31 of cable o 40% filled 5 10 16 23 42 94 168 Belden 83712 0,350 1.84 ? .27 5.10 7.35 13.06 29.39 52.24 J of Coble o 40% filled 1 *_4 5 7 13 29 52 000 SCAU I (D5 CONDUIT FILLED FOR COMMUNICATION J DATA CABLE NO SCALE No. D al! I sfae 5/26/04 ISSUE FOR PERMIT R � FD A ,� NC "rO PG rl low e D N -rr-� ggvc - - ON 0 Fc#, T F IV 40060 NTS ENE- • 11.1 " I f . l l ? PARTIAL RISER DIAGRAM AND DETAILS �•� \E�� gar• i1IfaIt 1141 . E481 - .... _ _ _ _ .. j. «...... r... w. w�......, r�-. .w.wu.+. +. «+.�...,.......�r�rwr '' �� ry y�,,,y� ,` ,, - .... :.F ✓ . t . . f q ... - ACCESS CONTROL SYSTEM NO SCALE ' • PROVIDE RECEPTACLE ABOVE CEILING O FOR CONTROLLER PLUG. SEE DRAWINGS FOR CIRCUIT NUMBER XIT ALARM 0 ENCON ENERGY 6 CONSERVATION 6 COMPANY 1 i . a x f ELECTRICAL SPECIFICATIONS %W* I 4 940 E l Comino Real to Mos, Colifomio, 94012 tel 1 (650) 961 -8095 fox / (650) 964 -3754 emil info0encon.com Copt • ENCON 2004 1 29PWES I � OATS: May 26, 2004 W S � . 1 O i } J Q i M j Store No. R -106 South Center Mall } Seattle, Washington tf 110161i5414 t i &I III Arclilet; e16 •it S 1t Iifsicile; Ito v Iitc;esed v;l"101 .r,1111 t4tital of The A1cliltil ; L XXX No. 001t Iss1e 5/26/04 ISSUE FOR PERMIT I codF C� A 00410. i - cl Jul 1 s gv c i T - I1.pl� �k . p F LC 40060 NTS ELECTRICAL SPECIFICATIONS If ffiff CIO E5 I• � �._ � .. _ - •.. . ... �.,w�w•r... ..... ..- w....�... -..�a. ... r - .,•,. •.mow•. +. .. •. .... ....... r .r �.�.www.�.+Mu., .w .. .«. .. ..• •.w w- ...wa r�i M ' mot• nr. .Y y�M ?•tM•'r•�i .•-„ •'. � � .... . LIGHTING CONTACTOR: A. CONTACTORS FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE ASCO BULLETIN, 920 SERIES IN A NEMA 1 ENCLOSURE, OR EQUAL BY SQUARE "0 ". CUTLER HAMMER, GENERAL ELECTRIC OR WESTINGHOUSE, ENCLOSED, ELECTRICALLY OPERATED, ELECTRICALLY HELD. TIME SWITCHES FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE 7 —DAY, 24 HOUR, WITH SKIP —A —DAY FEATURE, "TORK SERIES 7200, OR SANGAMO TYPE L12, OR AS MANUFACTURED BY PARAGON, OR EQUAL. INSTALLATION: . A. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK. ALL CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER CODE APPROVED RACEWAYS. 8. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE WIRING) INCLUDING CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC., SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. (ALL LINE VOLTAGE WIRING, CONDUIT, AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU THE STARTER/DISCONNECT ETC. TO THE MOTOR OR EQUIPMENT IS THE RESPONSIBILITY OR THE ELECTRICAL CONTRACTOR. ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND FINAL CONNECTIONS IS THE RESPONSIBILITY OF THE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR, UNLESS OTHERWISE NOTED ON THE PLANS). C. THE ELECTRICAL CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE ELECTRICAL DIVISION, ANY CUTTING SHALL HAVE PRIOR APPROVAL OF THE LANDLORD. SLEEVES SHALL EXTEND AT LEAST TWO (2 INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, 0 3M" FIRE RATED SEALANTS OR EQUAL BY HILTI AFTER CONDUIT /CABLES INSTALLATION SO AS TO RETAIN THE FIRE RATING. j 0. THE ELECTRICAL CONTRACTORS, INSOFAR AS THE WORK IS CONCERNED, SHALL AT ALL TIMES KEEP THE PREMISES IN A NEAT AND ORDERLY CONDITION AND, AT THE COMPLETION OF THE WORK, SHALL PROPERLY CLEAN UP AND CART AWAY ANY DEBRIS AND EXCESS MATERIAL. ; E . THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION; DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1" X 2" IN SIZE AND BE FASTENED WITH POP RIVETS OR SCREWS. I • F. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE ARCHITECT/TENANT CONSTRUCTION MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. G. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN THE WORK AS THE JOB PROGRESSES, AND TURN THIS "AS BUILT" INFORMATION OVER TO THE OWNER AT THE COMPLETION OF THE PROJECT. t H. ELECTRICAL CONTRACTOR SHALL PROTECT ALL FIXTURES /EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY COST OF REPAIR OR REPLACEMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR PROTECTION. - I. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED. THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED UNDER THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. J. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ANY /ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION. FIELD COORDINATE PRIOR TO BIDS. REMOVE AND /OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES HAVE BEEN REMOVED ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER. FEEDERS TO PANELS AND WIRING TO OTHER EQUIPMENT TO BE ROUTED CONCEALED IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD AND TENANT CONSTRUCTION MANAGER TO AVOID CONFLICTS. GUARANTEE: A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THE ELECTRICAL CONTRACTOR'S EXPENSE. .0. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE ELECTRICAL CONTRACTOR. FINALLY: A. IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. GENERAL CONDITIONS: PANELBOARDS AND SAFETY SNATCHES: A. THE REQUIREMENTS AS SET FORTH UNDER GENERAL CONDITIONS, C. THE USE OF ROMEX OR BX IS NOT PERMITTED. A. PROVIDE BRANCH CIRCUIT PANELS WHICH SHALL BE OF THE BOLTED INSTRUCTIONS TO BIDDERS AND GENERAL REQUIREMENTS ARE A CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING FULL SIZED PART OF THIS CONTRACT. D. MAXIMUM CONDUIT HANGER SPACING SHALL. BE 8' - FOR 3/4" NEUTRAL, 25X GROUND BUSSING, OVERALL HINGED/LOCKABLE DOOR, B. BIDS SHALL BE BASED ON A COMPLETE/FULL SET OF DRAWINGS. THRU 1 1/4* AND 10' - FOR 1 112 THRU 4" CONDUITS. AO AND TYPEWRITTEN DIRECTORY INSIDE DOOR. ALL SERVICE NOT SUPPORT CONDUIT FROM THE CEILING SYSTEM. ENTRANCE EQUIPMENT SHALL BEAR THE MANUFACTURER'S LABEL C. CONTRACTOR MUST READ THE ENTIRE SPECIFICATIONS COVERING E. LEAVE A X110 AWG PULL WIRE OR NYLON PULL STRING IN ALL WHICH SHALL STATE THAT THE EQUIPMENT IS RATED FOR SERVICE ENTRANCE APPLICATION IN ACCORDANCE WITH N.E.C. 02 30 -70. OTHER BRANCHES OF WORK AND IS RESPONSIBLE FOR EMPTY CONDUITS. LOAD BALANCE ALL ELECTRICAL PHASES AT PANELS AND COORDINATION OF THE WORK WITH WORK PERFORMED BY IF SWITCHBOARDS. TWO AND THREE POLE BREAKERS SHALL BE COMMON OTHER TRADES. F. SECURE ALL RACEWAYS TO THE BUILDING STRUCTURE IN A RIGID TRIP TYPE. WHEN USED AS SWITCHES IN 120V. AND 277V. SCOPE OF WORK: AND SECURE MANNER, USING FASTENERS SUCH AS "CADDY CLIPS" LIGHTING CIRCUITS, FURNISH TYPE "SWD" BREAKERS IN OR EQUAL. ACCORDANCE WITH N.E.C. 0240 - 838. SQUARE D OR EQUAL BY A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING. BIOS SHALL G. FLASH AND COUNTERFLASH ALL RACEWAYS WHICH PENETRATE THE GOULD ITE. CUTLER — HAMMER, WESTINGHOUSE, CHALLENGER, FEDERAL PACIFIC, OR GENERAL ELECTRIC (OR APPROVED EQUAL). SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS ROOF OR USE PITCH POCKETS. INSURE THAT PENETRATIONS ARE - • ALL REQUIREMENTS INCLUDING MODIFICATIONS WHICH ARE COMPLETELY WEATHERPROOF. ALL RACEWAY SYSTEMS EXPOSED TO REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND THE WEATHER SHALL BE WEATHERPROOF. PRIOR APPROVAL BY D. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NONFUSED. SPECIFICATIONS ARE TO BE OBTAINED BY ELECTRICAL CONTRACTOR LANDLORD IS REQUIRED TO ADD ADDITIONAL EQUIPMENT LOADS TO AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. (FUSES PRIOR TO AND INCLUDED IN BID PRICE. FIELD VERIFY ALL STRUCTURE OR TO MAKE HOLES IN EXISTING ROOF. NOTIFY AS MANUFACTURED BY BUSSMAN, CHASE SHAWMUT, WESTINGHOUSE, EXISTING ELECTRICAL AND TELEPHONE EQUIPMENT, LOCATIONS, LANDLORD'S ROOFING CONTRACTOR AT LEAST 72 HOURS PRIOR TO ECONOMY FUSE CO., OR LITTLE FUSE CO. ARE ACCEPTABLE). CONDITIONS ETC. FAILURE TO VISIT THE SITE SHALL NOT ANY REQUIRED ROOF WORK. DISCONNECT SWITCHES THAT ARE INSTALLED AT AIR CONDITIONING RELIEVE THE CONTRACTOR FROM ANY RESPONSIBILITY IN THE EQUIPMENT, HEAT PUMPS, ETC SHALL BE FUSED IN ACCORDANCE PERFORMANCE OF THE ELECTRICAL WORK. WIRE: WITH THE EQUIPMENT'S NAME PLATE REQUIREMENTS PER N .E.C. t 440-21 & 1 10-3B. B. FURNISH ALL LABOR, MATERIALS, TESTING, EQUIPMENT, A. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT SWITCHES SHALL BE HEAVY DUTY, QUICK MAKE /QUICK BREAK TYPE, INCIDENTALS AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, INSULATION. MINIMUM WIRE SIZE SHALL BE #12 AWG, ALL WIRE FUSIBLE OR NON-- FUSIBLE, WEATHERPROOF AS INDICATED ON THE NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN DRAWINGS, OR AS REQUIRED BY LOCAL CODES LOAD AND INSTALLATION. 1 .. UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE SHALL BE IN HORSEPOWER RATED AS MANUFACTURED BY SQUARE D, GOULD ITE. 1. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL CONDUIT. NO STRANDED WIRE ALLOWED FOR #10 AND 012 AWG CHALLENGER, CUTLER HAMMER, WESTINGHOUSE, FEDERAL PACIFIC, COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON SIZES. (INCREASE CONDUCTOR BY ONE SIZE FOR EVERY 150' OR GENERAL ELECTRIC (OR APPROVED EQUAL). THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS INCREMENT OF DISTANCE FROM THE PANEL BOARD FOR 120 VOLT CIRCUITS.) C. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF FOR FRACTIONAL HORSEPOWER MOTORS THAT DO NOT REQUIRE THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND 1. GENERAL WIRING SHALL BE THW OR THHN. (ALUMINUM AUXILIARY CONTROL. SINGLE PHASE STARTERS SHALL BE SQUARE OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT. CONDUCTORS ARE NOT PERMITTED.) D OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE MATCHED TO MOTOR NAMEPLATE C. THE WORK IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RATING. MAGNETIC MOTOR STARTERS (MINIMUM SIZE #1) SHALL • THE NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. S. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCHLOCK FOR #8 AND BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED D. INCLUDE ANY LABOR AND MATERIALS NOT SPECIFICALLY SMALLER, AND EQUAL TO T & B "LOCK —TITS" FOR #6 AND LARGER. ABOVE 1/2 HP OR THAT REQUIRE AUXILIARY CONTROL. PROVIDE CONTROL DEVICES (CONTACTS, TRANSFORMERS, ETC.) IN STARTERS MENTIONED, BUT NECESSARY TO PROVIDE A COMPLETE AND FULLY C. THE USE OF SHARED NEUTRALS IS ACCEPTABLE FOR LIGHTING AND AS REQUIRED FOR INTERLOCKS, COORDINATE WITH MECHANICAL OPERATIVE ELECTRICAL SYSTEMS. RECEPTACLE CIRCUITS IF INSTALLED IN ACCORDANCE WITH N.E.C. AND /OR TEMPERATURE CONTROL CONTRACTORS. COMBINATION PERMITS: - � X310. AND LOCAL CODES. � STARTERS WHEN USED SHALL CONTAIN FUSIBLE WIT S. H � LE S C E BOXES: A. SECURE AND PAY FOR ALL REQUIRED PERMITS FEES ASSESMENTS LIGHTING: AND INSPECTION CERTIFICATES THAT RELATE TO THE ELECTRICAL A. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE — PIECE CONTRACT. A. THE CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS PRESSED STEEL KNOCKOUT. AS SHOWN ON THE DRAWINGS. LIGHTING FIXTURES, LAMPS, AND LUTRON B. FURNISH APPROVED CERTIFICATE OF FINAL INSPECTION, AND TURN - -�- -EQUIPMENT ARE SUPPLIED BY THE OWNER. B. JUNCTION, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. OVER TO OWNER AT COMPLETION OF PROJECT. B. LIGHT FIXTURES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AND NOT SUPPORTED BY CEILING SYSTEM. SURFACE AND STEM MOUNTED FIXTURES C. INSTALL BOXES RIGIDLY ON BUILDING STRUCTURE AND SUPPORT DRAWINGS AND SPECIFICATIONS: ARE TO BE HUNG FROM BOXES SECURELY FIXED TO THE STRUCTURE. INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE 'THIS SUITABLE /PROPER BOX EXTENSIONS TO EXTEND BOXES TO FINISHED A. ELECTRICAL PLANS ARE DIAGRAMMATIC, NOT SHOWING EVERY WIRED GROUND SYSTEM: FACES OF WALLS ETC. ALL OUTLET BOXES TO HAVE SUITABLE ITEM IN EXACT LOCATION OR DETAIL. MEASUREMENTS AND BLOCKING BEHIND THEM TO MINIMIZE THE DEFLECTION THAT LOCATIONS MUST BE FIELD VERIFIED AND COORDINATED WITH OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. ARCHITECTURAL, PLUMBING, HVAC, FIRE PROTECTION, A. FURNISH AND INSTALL A COMPLETE WIRED GROUNDING SYSTEM FOR STRUCTURAL AND OTHER BUILDING DRAWINGS. ELECTRICAL EQUIPMENT AND CIRCUITS AS SHOWN ON THE DRAWINGS D. WHERE A 277 VOLT LIGHT SWITCH IS GANGED WITH A 120 VOLT AND DESCRIBED GENERALLY BELOW. RECEPTACLE PROVIDE A SUITABLE DIVIDER OR SEPARATE JUNCTION SHOP DRAWINGS: B. ALL GROUNDING CONDUCTORS SHALL BE GREEN, WHERE EXPOSED IN BOXES IN ACCORDANCE WITH NEC AND LOCAL CODES. A. SUBMIT FIVE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR PANEL, SWITCHBOARD, OUTLET BOXES, ETC. SERVICES. MAJOR EQUIPMENT TO THE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. CONTRACTOR SHALL C. ALL ENCLOSURES AND NON— CURRENT CARRYING METALS TO BE A. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM SUBMIT SHOP DRAWINGS EARLY ENOUGH IN PROJECT TO ALLOW GROUNDED. CONDUIT SYSTEM TO BE ELECTRICALLY CONTINUOUS. LANDLORD'S DESIGNATED LOCATION AND PROVIDE LIGHTING, POWER AMPLE_ TIME FOR OWNER'S REVIEW WITHOUT CAUSING TIME DELAYS ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED AND WIRING AS REQUIRED TO FACILITATE APPLICABLE TEMPORARY OR CONFLICTS IN THE JOB PROGRESS. SUBMITTALS SHALL BE IN SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON— CURRENT NEEDS, AND FURNISH EXTENSION CORDS. ANY TEMPORARY ACCORDANCE WITH GENERAL CONDITIONS AND THE MANUFACTURERS CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE WIRING, FUSES, ETC., SHALL BE REMOVED UPON LISTED ON THE DRAWINGS AND SHALL BEAR THE STAMP OF THE BONDING JUMPERS WITH APPROVED CLAMPS. COMPLETION OF THE PROJECT. PROVIDE GROUND FAULT CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM PROTECTION AS REQUIRED BY N.E.C. AND LOCAL CODES. AND THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT D. RUN A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, X112 DRAWINGS, LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE MINIMUM, OR AS SHOWN ON DRAWINGS FOR PANEL FEEDERS BOND CAUSE FOR REJECTION WITHOUT REVIEW BY THE OWNER. THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND B. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS, FIELD LEAVING THE CONDUIT. ALL GROUND CLAMPS SHALL BE PENN — VERIFY EXACT REQUIREMENTS PRIOR TO BIDS. ALL WORK NOT B. WHERE TRADE NAMES, BRANDS OF MANUFACTURERS OF EQUIPMENT OR UNION OR EQUAL, SIMILAR TO "GPL" TYPE. CONDUIT GROUND SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR POWER MATERIALS ARE SHOWN ON THE DRAWINGS OR SPECIFICATIONS THE BUSHINGS SHALL BE THOMAS & BETTS OR EQUAL„ SIMILAR TO COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. EXACT EQUIPMENT SHALL BE USED ON THE PROJECT. THE USE OF #3800 SERIES WITH NYLON INSULATED THROAT. CLOSELY COORDINATE ENTIRE INSTALLATION NTH LANDLORD AND ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO POWER COMPANY AS REQUIRED. (PROVIDE EQUIPMENT THAT IS REMOVAL /REPLACEMENT AT 'NE REQUEST OF THE OWNER'S E. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A COMPATIBLE WITH AVAILABLE FAULT CURRENT LEVELS, PROVIDE CONSTRUCTION MANAGER (AT THE ELECTRICAL CONTRACTORS BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE "CABLE LIMITERS" IF NECESSARY FOR SYSTEM COORDINATION). EXPENSE). GROUNDING TERMINAL. METAL —TO —METAL CONTACT BETWEEN THE FIELD VERIFY EXACT TYPE, SIZE. LOCATION, REQUIREMENTS, DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND ETC. OF EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO CONDUITS: FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL BIDDING PROJECT. JUNCTION BOXES, OUTLET BOXES AND PULL BOXES SHALL BE A. CONDUIT SHALL BE STANDARD STEEL. RIGID, IMC OR EMT (THIN BONDED TO THE CONDUIT SYSTEM. ALL FLEXIBLE CONDUIT SHALL WALL) ACCORDING TO LOCAL CODE AND LANDLORD REQUIREMENTS. BE JUMPERED WITH A GROUND CONDUCTOR. C. MAKE PROVISIONS FOR NEW TELEPHONE SERVICE AS REQUIRED, AND CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS AS INDICATED ON THE DRAWINGS. OTHERWISE APPROVED BY ARCHITECT. EMT CONNECTIONS SHALL BE COMPRESSION OR SET SCREW TYPE. WIRE DEVICES: D. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANTS B. FLEXIBLE CONDUIT OR TYPE MC CABLE SHALT. BE USED FOR FINAL A. COLOR OF WIRING DEVICES AND COVERPLATES SHALL BE WHITE PREMISES SHALL BE PROVIDED AS REQUIRED FOR A COMPLETE TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE CONNECTIONS TO LIGHT FIXTURES, MOTORS AND VIBRATING MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. EQUIPMENT ONLY; AND WHERE SO USED TO BE GROUNDED WITH A 1. RECEPTACLES SHALL BE 20 AMP, 3 —WIRE GROUNDING TYPE CLOSELY FIELD COORDINATE WITH TENANTS CONSTRUCTION MANAGER SEPARATE FULL SIZED GREEN GROUNDING CONDUCTOR. FINAL TYPE EQUAL TO HUBBELL 5362. TO AV OID CONFLICTS. M C /FLEX CONNECTIONS SHALL BE LIMITED TO 6' -0" IN LENGTH. (ARRANGE CIRCUITS SO AS TO AVOID THE USE OF JUNCTION BOXES 2. SWITCHES SHALL BE 20 AMP SPECIFICATION GRADE, RATED AT ABOVE DRYWALL CEILING AREAS, JUNCTION BOXES LOCATED ABOVE 120 OR 277 VOLT, AS REQUIRED. LAY —IN CEILINGS ARE ACCEPTABLE.) STEP —DOWN TRANSFORMER: 3. SPECIAL DEVICES SHALL BE A SPECIFICATION GRADE. A. PROVIDE A DRY —TYPE TRANSFORMER OF THE ENCLOSED VENTILATED 1. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR STANDARD 4. FLOOR BOXES TO BE HUBBELL #84333. TYPE WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE CONDUIT, AND 1/2 FOR FLEX CONDUIT (1 STANDARD DRAWINGS AND WITH COILS DESIGNED FOR 150 DEGREES C. RISE CONDUIT AND 3/8" MC CABLE MAY BE USED AS SPECIFIED 5. EQUAL BY ARROW —HART, GENERAL ELECTRIC, BRYANT, PASS & ABOVE A 40 DEGREE C. AMBIENT WITH 100x OF RATED LOAD ABOVE, IF ACCEPTABLE WITH LANDLORD AND LOCAL CODES, SEYMOUR, OR SIERRA. CONNECTED TO THE SECONDARY. CLASS H INSULATION AND MINIMUM ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE WITH OF SIX STANDARD FULL CAPACITY TAPS. (TWO ABOVE AND FOUR LANDLORD & INSPECTION AGENCIES PRIOR TO INSTALLATION). BELOW NORMAL) SOUND LEVEL/DECIBELS SHALL BE IN ACCORDANCE ELECTRIC METALLIC TUBING (EMT) SHALL BE GALVANIZED OR WITH "NEMA" STANDARDS, AND INSTALLATION SHALL INCLUDE ELECTRO GALVANIZED FITTINGS SHALL BE SET SCREW OR KORFOUND OR EQUAL VIBRATION— DAMPENING MOUNTS AND FLEXIBLE COMPRESSION TYPE FITTING SHALL BE AS MANUFACTURED BY STEEL CONDUIT FOR PRIMARY AND SECONDARY CONNECTIONS TO REGEL, STEEL CITY, RACO, T & B, EFCOR OR EQUAL EMT MINIMIZE SOUND TRANSMISSION. (MOUNT TRANSFORMER ON SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN SEPARATE VIBRATION ISOLATORS, THESE ARE ADDITIONAL ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR VIBRATION ISOLATORS AND ARE USED IN CONJUNCTION WITH ANY PARTITIONS. INTEGRAL FACTORY INSTALLED VIBRATION ISOLATORS.) AS MANUFACTURED BY SQUARE D. HEAVY DUTY, ACME, GENERAL 2. PAINTING OF ELECTRICAL CONDUITS ETC., IF REQUIRED, ELECTRIC OR WESTINGHOUSE. WILL BE BY GENERAL CONTRACTOR. %W* I 4 940 E l Comino Real to Mos, Colifomio, 94012 tel 1 (650) 961 -8095 fox / (650) 964 -3754 emil info0encon.com Copt • ENCON 2004 1 29PWES I � OATS: May 26, 2004 W S � . 1 O i } J Q i M j Store No. R -106 South Center Mall } Seattle, Washington tf 110161i5414 t i &I III Arclilet; e16 •it S 1t Iifsicile; Ito v Iitc;esed v;l"101 .r,1111 t4tital of The A1cliltil ; L XXX No. 001t Iss1e 5/26/04 ISSUE FOR PERMIT I codF C� A 00410. i - cl Jul 1 s gv c i T - I1.pl� �k . p F LC 40060 NTS ELECTRICAL SPECIFICATIONS If ffiff CIO E5 I• � �._ � .. _ - •.. . ... �.,w�w•r... ..... ..- w....�... -..�a. ... r - .,•,. •.mow•. +. .. •. .... ....... r .r �.�.www.�.+Mu., .w .. .«. .. ..• •.w w- ...wa r�i M ' mot• nr. .Y y�M ?•tM•'r•�i .•-„ •'. � � .... . LIGHTING CONTACTOR: A. CONTACTORS FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE ASCO BULLETIN, 920 SERIES IN A NEMA 1 ENCLOSURE, OR EQUAL BY SQUARE "0 ". CUTLER HAMMER, GENERAL ELECTRIC OR WESTINGHOUSE, ENCLOSED, ELECTRICALLY OPERATED, ELECTRICALLY HELD. TIME SWITCHES FOR CONTROL OF SHOW WINDOW LIGHTING AND SIGNS SHALL BE 7 —DAY, 24 HOUR, WITH SKIP —A —DAY FEATURE, "TORK SERIES 7200, OR SANGAMO TYPE L12, OR AS MANUFACTURED BY PARAGON, OR EQUAL. INSTALLATION: . A. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY, BUT NOT PIPING OR DUCTWORK. ALL CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE. EXPOSED CONDUITS SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. ALL CONDUCTORS SHALL BE IN CONDUIT, DUCTS OR OTHER CODE APPROVED RACEWAYS. 8. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING (EXCEPT HVAC LOW VOLTAGE WIRING) INCLUDING CONNECTIONS TO MOTORS, DAMPERS, INTERLOCKING, ETC., SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. (ALL LINE VOLTAGE WIRING, CONDUIT, AND FINAL CONNECTIONS FROM THE POWER SOURCE THRU THE STARTER/DISCONNECT ETC. TO THE MOTOR OR EQUIPMENT IS THE RESPONSIBILITY OR THE ELECTRICAL CONTRACTOR. ALL HVAC RELATED LOW VOLTAGE CONTROL WIRING, CONDUIT AND FINAL CONNECTIONS IS THE RESPONSIBILITY OF THE MECHANICAL/TEMPERATURE CONTROL CONTRACTOR, UNLESS OTHERWISE NOTED ON THE PLANS). C. THE ELECTRICAL CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THE ELECTRICAL DIVISION, ANY CUTTING SHALL HAVE PRIOR APPROVAL OF THE LANDLORD. SLEEVES SHALL EXTEND AT LEAST TWO (2 INCHES ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, 0 3M" FIRE RATED SEALANTS OR EQUAL BY HILTI AFTER CONDUIT /CABLES INSTALLATION SO AS TO RETAIN THE FIRE RATING. j 0. THE ELECTRICAL CONTRACTORS, INSOFAR AS THE WORK IS CONCERNED, SHALL AT ALL TIMES KEEP THE PREMISES IN A NEAT AND ORDERLY CONDITION AND, AT THE COMPLETION OF THE WORK, SHALL PROPERLY CLEAN UP AND CART AWAY ANY DEBRIS AND EXCESS MATERIAL. ; E . THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION; DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS AND DISCONNECT SWITCHES. NAMEPLATES TO BE APPROXIMATELY 1" X 2" IN SIZE AND BE FASTENED WITH POP RIVETS OR SCREWS. I • F. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND THE ARCHITECT/TENANT CONSTRUCTION MANAGER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. G. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN THE WORK AS THE JOB PROGRESSES, AND TURN THIS "AS BUILT" INFORMATION OVER TO THE OWNER AT THE COMPLETION OF THE PROJECT. t H. ELECTRICAL CONTRACTOR SHALL PROTECT ALL FIXTURES /EQUIPMENT AGAINST DAMAGE FROM LEAKS, ABUSE, ETC., AND PAY COST OF REPAIR OR REPLACEMENT OF FIXTURES OR EQUIPMENT MADE NECESSARY BY FAILURE TO PROVIDE SUITABLE SAFEGUARDS OR PROTECTION. - I. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. AFTER ALL EQUIPMENT HAS BEEN INSPECTED AND APPROVED. THOROUGHLY CLEAN ALL EQUIPMENT PROVIDED UNDER THIS WORK JUST PRIOR TO COMPLETION OF PROJECT. J. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ANY /ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION. FIELD COORDINATE PRIOR TO BIDS. REMOVE AND /OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING IN USE AFTER PART OF THE EQUIPMENT OR DEVICES HAVE BEEN REMOVED ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER. FEEDERS TO PANELS AND WIRING TO OTHER EQUIPMENT TO BE ROUTED CONCEALED IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH LANDLORD AND TENANT CONSTRUCTION MANAGER TO AVOID CONFLICTS. GUARANTEE: A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THE ELECTRICAL CONTRACTOR'S EXPENSE. .0. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE ELECTRICAL CONTRACTOR. FINALLY: A. IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED.