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Permit D05-466 - OLD NAVY - TENANT IMPROVEMENT
OLD NAVY 17470 SOUTHCENTER PY EXPIRED DOS -466 J �WIW, �V 19Q8 City a.. Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 2623049110 Address: 17470 SOUTHCENTER PY TUKW Suite No: Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DOS -466 03/23/2006 09/19/2006 Tenant: Name: OLD NAVY Address: 17470 SOUTHCENTER PY, TUKWILA WA I Owner: Name: MBK NORTHWEST Address: 7690 SW MOHAWK ST, TUSALATIN OR 97062 Phone: Contact Person: Name: CHRIS MCCOMAS Address: 1327 POST AV #H, TORRANCE CA 90501 Phone: 310 328 -6300 Architect of Record: Name: LINANE DREWS - 3500 W BURBANK BL Address: BURBANK CA, 91505 Phone: 818 972 -5080 X111 Engineer of Record: Name: - Address: , Phone: Contractor: Name: SULLIVAN CORP OF INDIANA, THE Address: 15299 STONY CREEK WY, NOBLESVILLE Phone: Contractor License No: SULLICI99OMW Expiration Date: 09/24/2006 DESCRIPTION OF WORK: DEMO EXISTING FIXTURES, INSTALLATION OF NEW FIXTURES, FINISHES, FITTING ROOM FIXTURES, WALL(S), DOOR(S), ETC. Value of Construction: Type of Fire Protection: Type of Construction: $67,000.00 Fees Collected: $1,564.64 International Building Code Edition: 2003 V -B Occupancy per IBC: 0019 * *continued on next page ** z Z w UO CO 0 w= H Co w wO U - co D = �w z 0. w 25 U 0 -. o t— w F 0. .z w CO O z doc: IBC - PERMIT D05 -466 Printed: 03 -23 -2006 City ox Tukwila Steven M. Mullet, Mayor Department of Community Developn:eiit Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.tiva.its Permit Number DOS -466 Issue Date: 03/23/2006 Permit Expires On: 09/19/2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Number: 0 Start Time: Volumes: Cut 0 C.Y. Start Time: Private: Profit: N Private: N Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Permit Center Authorized Signaturetbeomplied Date: I hereby certify that I have read an this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constquction or the performance A work. I am authorized to sign and obtain this development permit. Signature: Print Na ry3p.. A rat ' S - __ 4k i Dat 'Z-S OO U 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: IBC - PERMIT D05 -466 Printed: 03 -23 -2006 Z �Z '~ W D UO Cf) J = CO U_ w O LL Q Ca D T �. w z F- F- O Z F-. W UJ Do U O- o F- =U F- u. O. 111 Z CO Off' Z � A City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 2623049110 Permit Number DOS -466 ;= w Address: 17470 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 12/29/2005 v Tenant: OLD NAVY Issue Date: 03/23/2006 00 w= 1: ** *BUILDING DEPARTMENT CONDITIONS * ** F_ WO 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. Q LL Cl) 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center = a j (206/431 - 3670). F' _ ? it 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to z O start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 0 o U 0� 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design C1 requirements of ASCE 7. = v 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced u- z to the building structure. w to 7: All construction shall be done in conformance with the approved plans and the requirements of the International p �-- Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. Z 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: 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. 10: 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). 11: 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). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the doc: Conditions D05 -466 Printed: 03 -23 -2006 YMhNMbi! 44WtwTkAl+ Yw!+ AnlMmxvawsw.+ Miwhos+ rRHl rorSl +„hV.+MW�V.�ewW+M...'+ntRdfW. rr�+MH+I'ru�Nf4t5K �wNSU MS:YI�..Hn;eNtn. snots W.MA?1TwH'IMlM7Mf�wR.t.ASN�. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 following concerns: 15: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B :C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 16: Maintain fire extinguisher coverage throughout. 17: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 18: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 19: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 20: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 21: 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 recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 22: Maintain fire alarm system audible /visual notification. Addition/ relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 23: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 24: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 26: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation, 27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doe: Conditions D05 -466 Printed: 03 -23 -2006 �ywa.,,.. ^.. �. .;,. �.. . ..�..�1�,. . v,X J,''4 .�J,F+iv,d �Ur't 4 �. r. .x` >:�' , ..j•.:. ,. �,.... wt ,....,.. u, a�2rJ.',4` W�GEi7r' t,.. .�.,...,, ,.,�.� , *: rss..� ^ ^y'�.= :�•x'. , ,.,�a.+:. uyi3.a:xi.Y�im+'rtst:: .. Z Z �w QQ JU 00 C C0 LLJ J = W wO 9 _j u- tn D =d W z H- O Z F— W �p U ON 0 F— W W F— H LL O W Z co O F. Z - f� City of Tukwila taus Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I r I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date , Z's - O (-,p i i i doc: Conditions D05 -466 Printed: 03 -23 -2006 z �Z w M u� D U0 U) 0 CO LU J = CO LL w 0 g :;C j 0 . �w z = t- 0 z� W LLJ �o U O N. W W H� O. UJ Z to O z Print Name. ,.S eIT �6 • [-t-te~UMC.2h r, IL w CITY OF TUKWILA Community Development Department Public Works Department >� Permit Center 1908 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** �� ROOM ,,iJ� C u;l! ip King Co Assessor's Tax No.: ? , Site Address: 1 ~] f 0L) 1 i , 2 Pit It L+ j Suite Number: Floor: j Tenant Name: L- n Ai A New Tenant: .... Yes No Property Owners Name : f! rA/ Mailing Address: C7:S�� V.� -�,, —m /Ll c City State Zip N .�:1 "!I." � ;i� Y!�y� � t ,, 4. ;C';i ;r � � K�Y •f, . � b"e. " 101 .t iy ., •�. Name: rZff)L is /V _ (`e;; -..r." Day Telephone: C Z Mailing Address: Z'7- P v S /r V i I J-4-- 7C) ZA-1-- C City State Zip E -Mail Address: Fax Number: Pq 75 'ry Company Name: Mailing Address: r Contact Person: E -Mail Address: Slate Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of pen issuance ** Company Name: L t n.i ,d c' D /L. , 5 Mailing Address: 3 ' � - V D L.1, i1_f3 n.r-� t�,� ;3 t�.�. C.r� C t !;: City I state Zip Contact Person: y t L>j Ix- H' O Day Telephone: ( 6 1 91 917- S`0 50 x tit E -Mail Address: Fax Number: S ( � 13� 5 i� 1X2 !�' //cn� �T �i3 .fnt� A!i4•.a ::Y;. t:.::, ",11rt.';Yy:::•• �.. .�� ... k. .�14Y. i' }' ' .'i i,.. !`r �.T�L•� f i >, v S. tam .y'�Ii i Yr yr. �•�`., i - ,,:;•; ,;• ���� •. . �� �. � i �, I?Y��. ,, 7 �, ,, � {,�. 1 , ��� afj � , , 7 � ; � � � y =.v� "Y�� � t 7 �r�,�; ' .z, -•, ��•:: .t'�.'Y �i. G. a. Ll��' t�, �r��ii� � rt° a3; �it.."• t7. 4.."*:.. t: Ai. tY�? t~' � .�!t�C`'.5..r�.w'� %i:iif•':' % `, �•?':.:�t- ;.t'C�:::: ?.f. Company Name: Al i- A- -S L-t+ - C-4r.) Jj r^ c..'; { Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: City Day Telephone: Fax Number: State Zip upplicationtipmnit application (7.2003) Page I I �S Z a ~w D ..� U UO W = H !2LL WO ¢_ LL¢ �❑ �W z� i- O W I— W U O� ❑ }- W LL O 6i v C0 O Z AJ 1t.V QR t •,� N ry • Yg �K3 .O, �+JM ^1 ; (��J ., .:`j:., }: i,/ e•. ,• Mi }����Ty C iY117i1 r�t (�,R� ' •_l �,'�•�• ' 1 :.t;• ,.. ,. fl4�,Y'�,:P,`1y yt},�Y �1..� It?•r � `{14 r' � ,y � L r � .' } viT 1 i�,�\ .�, �1 ! � \K�P1'i t�4%n •i ,�l�'4 r.���j �� 1, �h t i i , Valuation of Project (contractor's bid price) j' $ Existing Building Valuation: $ Scope of Work (please provide detailed information): ��F_^� ��ri Fi Xr�/L !n. Srrt ,,rT] r,IJ rw x I-V n- s. 1 N rS 'r E S , r r ti 4. P.v o PA ( A/ r, LIJPLt—/SJ. OaD`� —Cf�. ETC. Ixy t , i j Will there be new rack storage? ❑ ..Yes ❑.. No If "yes ", see Handout No. for requirements. ' Provide AII:Building:Areas.in.Square Footage: Below i ' Addition to Type of Type of Interior . : Existing Construction Occupancy per ,h Existing • Remodel Structure New pe ,UBC UBC r../ o Ni AA 3 rr Floor •Floors• thru' '.Basement' e'7: "•t.':5 �.•e 1 Accessory Structure;: . i Attached'Garage•` " Detached - Garage :, : ;, Anached.Carport-.., ., - Detached Carport � '= _! :;�;; ,r ' Covered Deck Y i Uncovered -Deck k t 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) N *For an Accessory dwelling, provide the following: N JA 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 to use. ❑ ....Yes No If "yes ", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm []..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ •.Yes No ►.�o� . o If "yes ", atlaM.list of materials and storage locations on a separate S -112 x 11 paper indicating quantities and Material a jety Data Sheets. kapp1ic46onmlpermit application (3.2003) 32003 Page 2 ( i Z iH Z �W UQ Cl) CO W J H NLL WO }} �J LL ? cf)d = W Z� Z� W �5 U O N Q H W T. L Z CO O Z MECHANICAL CONTRACTOR INFORMATION f Company Name: Mailing Address: City State 'Lip 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" Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): i 1 Use: Residential: New .... Replacement .... F1 Commercial: New .... ❑ Replacement .... Fuel Type Electric ..... ❑ Gas.... Other: Indicate type of mechanical work being installed and the quantity below: 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: j C's Print Name: �S ,,, f 't,. -� Day Telephone: __110 -32E 4 �,j ozv Mailing Address: Po cf R'yc�, tt- H- TO cLR_p�- NC,� e4 61 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: 1 2 l • 1e ,M • (,�(-.P VppliationApmnit application (3.2003) 32003 Page 4 x%'. .rw �..c:.',L:.a::.;.�:c.:, -'.d1��: �+:,.�..;::.7.`a�`M" .: S'.as t•X'E'Ck'9 vki' 4F°'xY�eit97 'r�:. � `+ ," gtii:4Yi Aa'. X;yi" .. K'A+iI.W'Y?Y 411T.. :V W . Z �Z UO CO III U D J C0 U_ W O U. ¢ co d = W ~ 2 Z F_ I-- O Z 1-- W LLJ �p U O CO WW ~ H LL O Z ll l CO O F-- Z Qty';.:Boiler /Compressor• Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 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 System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: j C's Print Name: �S ,,, f 't,. -� Day Telephone: __110 -32E 4 �,j ozv Mailing Address: Po cf R'yc�, tt- H- TO cLR_p�- NC,� e4 61 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: 1 2 l • 1e ,M • (,�(-.P VppliationApmnit application (3.2003) 32003 Page 4 x%'. .rw �..c:.',L:.a::.;.�:c.:, -'.d1��: �+:,.�..;::.7.`a�`M" .: S'.as t•X'E'Ck'9 vki' 4F°'xY�eit97 'r�:. � `+ ," gtii:4Yi Aa'. X;yi" .. K'A+iI.W'Y?Y 411T.. :V W . Z �Z UO CO III U D J C0 U_ W O U. ¢ co d = W ~ 2 Z F_ I-- O Z 1-- W LLJ �p U O CO WW ~ H LL O Z ll l CO O F-- Z i �g City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i RECEIPT i Parcel No.: 2623049110 Permit Number D05 -466 Address: 17470 SOUTHCENTER PY TUKW Status: ISSUED Suite No: Applied Date: 12/29/2005 Applicant: OLD NAVY i Issue Date: 03/23/2006 Receipt No.: R06 -00733 Payment Amount: 435.00 I Initials: JEM Payment Date: 05/25/2006 09:50 AM User ID: 1165 Balance: $0.00 Payee: HAGGARD ELECTRICAL CONTRACTORS i TRANSACTION LIST: 1 ' Type Method Description i Amount - - - -- -- - - - - -- --------------------- - - - -- 1 Payment Check 10939 ------ - - - - -- 435.00 is ACCOUNT ITEM LIST: Description Account Code i Current Pmts ------------------------ - - - - -- ---------- - - - - -- BUILDING INVESTIGATION 000/322.800 i ------ - - - - -- 435.00 i i j i Total: 435.00 I i I t I 1 I J> /2S TCITAL .45.(.0 doc: Receipt Printed: 05 -25 -2006 Z 1 Z. W UO Cl) 0 W =. J � C0 LL, W O U . = d. W Z = f^ w 0 U� ST .0H W LLJ F- tL O tl 2' i U_N b� Z UI, k• g City of Tukwila 19C8 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049110 Address: 17470 SOUTHCENTER PY TUKW Suite No: Applicant: OLD NAVY j Receipt No.: R06 -00386 i Initials: 3EM User ID: I 1165 Permit Number: D05 -466 Status: APPROVED Applied Date: 12/29/2005 Issue Date: Payment Amount: 763.85 Payment Date: 03/23/2006 03:25 PM Balance: $0.00 Payee: JANET S THRUSH r i TRANSACTION LIST:. Type Method Description Amount Payment Check 4752 763.85. ACCOUNT ITEM LIST: Description Account Code Current Pmts ---------------- - ------- - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 759.35 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 763.85 z i~ W J U. UO 0 W = H S2 U. w LL ca CI H= Z O. W �5 U� O Cl) � t— WW F- l-- u O. .. Z W O Z 3B28 03/23 1716 TOTAL 763-85 doc: Receipt Printed: 03 -23 -2006 Sul City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: Address: 17470 SOUTHCENTER PY TUKW j Suite No: Applicant: OLD NAVY i i Receipt No.: R05 -01858 Initials: 7EM User ID: 1165 Permit Number D05 -466 Status: PENDING Applied Date: 12/29/2005 Issue Date: Payment Amount: 800.79 Payment Date: 12/29/2005 01:41 PM Balance: $763.85 Payee: EXPRESS PERMITS TRANSACTION LIST: Amount Type - - - - -- Method Description. - - - - -- Payment Check 1651 800.79 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 186.19 PLAN CHECK - NONRES 000/345.830 614.60 Total: 800.79 s Z �- W J U UO 0 C0 J �.. N LL WO Ia C0 a = a �. W s I- O Z F- �p U O CO) o t -- W W U LL 0 ' W Z U= H O Z doc: Receipt Printed: 12 -29 -2005 I t i i � N I �� ••y �' ww N'' 1 1908 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /tivmv.ci.tukvvila.tiva.us Parcel No.: 7888900030 Address: 18436 CASCADE AV S TUKW Suite No: Applicant: AIRGAS - NORPAC INC. RECEIPT IF Permit Number: D06 -466 Status: PENDING Applied Date: 12/19/2006 Issue Date: Receipt No.: R06 -01979 Payment Amount: $412.89 Initials: JEM Payment Date: 12/19/2006 09:47 J.M User ID: 1165 Balance: $639.72 Payee: WEST COAST HANDLING SYSTEMS, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 2701 412.89 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 412.89 Total: $412.89 0 v Z �Z .J U UO N CO LU J �_-. U. W } O �J LL. Q . = �W Z = i`. H- O W H. O CO: o t— WW 2 F- FU- LLO .. Z' W O Z q12 I • doc: Receipt -06 Printed: 12 -19 -2006 INSPECTION RECORD Retain a copy with permit N CITY OF TUKWILA BUILDING DIVISIO P R } 6300 Southcenter Blvd., #100, Tukwila, WA 98188 6) 1 -3f 7 i Project: /J /t1 Type of Inspection: / /cl� Address: Date Called: Special Instructions: Date Wanted: c O a.m. -j=a m. Requester: Phone No: — - ❑Approved per applicable codes. �'KC orredtions required prior to approval. COMMENTS: r Receipt No.: Date: tor: Date` 58.00 REINSPEC ION FEE RE IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z �W QQ� JU UO N co W WF � W O 9Q a = W ZO W UJ 5. U ON o E- W W. H W Z U N. H H O Z b I INSPECTION RECORD Retain a copy with permit INSPECTION NO. P MIT CITY OF TUKWILA BUILDING DIVISION .6300.Southcenter Blvd., #100, Tukwila, WA 98188 006)431 -36 Project: Type of Inspection: r Address: Date Ca dc! Special Instructions Date Wanted: Requester: Phone No: Approved per per applicable codes. Corrections required prior to approval. `- r r= COMMENTS: / Z/1./ . Ins ec or: Date: 1 $58.00 REINSPE TION FEE REC�J RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z Z . '~ W % JU UO N 0. �qx U. W O 9 U. co = W H ? H fr O LU 2 H W U O N 0 H WW LL O LLI z U= O z . _- INSPECTION RECORD 1 Retain a copy with permit -� INSPECTI N NO. PERIv Ir O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 Project & Type of Inspection: Address: D e Called: Special Instructions: 30 Date Wanted: 6a p.m. Requeste Phone No: Approved per applicable codes. Corrections required prior to approval.' COMMENTS: r O Af $58.Ob"REINSPECTI0ti REQUIRED. Prior to inspection, fee must be paid at 6300 Southcent Blvd., Suite 100. Call to sechedule reinspection. : i Z '~ W JU UO O W= J � �LL W O J LL d = W Z~ H O Z F-. G 5 U O N 0 H W H 5. Lll Z U= O Z 4 INSPECTION RECORD n y6'�- 2- Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila_ Wa. 9R1 RR gnu- 1;7r, Project: v Type of Inspection: J Fr e Address: Contact Person: Suite #: O P w,, Pre -Fire: Special Instructions: Phone No.: Corrections required prior to approval. COMMENTS: Needs Shift Inspection: ; ;` Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ' C Date: �r��, Hrs.: $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be d at 444 Andover Park East. Call to schedule reins ection. e ipt No.: I Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 I Approved per applicable codes. z z �W 6 2 D JU UO U co Lu J = CO LL W O 9 -1 U- 0 = a �W I— O W F- W 5 U� O� 0 t- WW H� �O .. z W 0 C P� O z INSPECTION RECORD 4 164 i Retain a copy with permit { f f INSPECTION NUMBER PERMIT NUMBERS I Ir i CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206 -S7S -4407 r Project: C>0 /U. Type of Inspecti n: - not Address: Contact Person: Suite #: i 7LI - 2t2 Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. i Corrections required prior to approval. COMMENTS: n a D -- 1 T r: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: a Date: O Hrs.: , $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 444 Andover Park East. Call to schedule reins ection. Receipt No.: Date: i Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 z ;3: z W UO 0 w� S2 LL WO LL � = W z� F- O w 25 U �. O� OH WW H5 LL O . z . W UN H O z k r FERMI T LENTkr, e .J WtB+ X�' ltiLYllt! Mti`}" �M:. i! Y° Y;. 1MlGAWd. 2n° FrN�" r' ak" ir,' roY! n nnx7t• c".' S'..':!' t°' P9nxnnyYF4Y';-. N. nN. w, T.. v); w. l.,.. wa'.iFt7C'»A ^ ,^.. a tir�xrv�n't^'.l «rr.-...r•r, .: µ�.. y.,,; �; ry... SaoMw, �+`'# ' r.,..+ . wvti«:. h ;n#'.�...w...?P(n��.,•pi"Slw�� 1 •c. .ax +..a.sw.. r.r.* I�r I 2004 Washington State 2004 Was Compliance Forms ne.1� 1 ue., 7nAA Project Info Project Address old Navy - parkway s upercenter Date 2/9/2006 Allowed x Area 17470 Southcenter parkway For Building Department Use $�� COP b � / 1.50 Tukwila, WA 98188 Applicant Name Bill Klock, EEA consulting Engineers Applicant Address 6615 Vaught Ranch Road Austin, Texas 78730 Applicant Phone 512/744 -4410 7 7, Project Description El Building ❑ Addition (❑� Alteration QPlans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Prescriptive ( controls Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) E] No changes are being made to the lighting. E] Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lit?htinEr WattaLre (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft "" Area in ft Allowed x Area Sales Area Sales 1.50 21589.0 32383.5 Sales Area Floor Display Area 1.50 10794.5 16191.8 Fitting Room Fitting Room 1.501 1001.0 1501.5 Stock Room Stook Room 0.50 1780.0 890.0 "" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 50966.8 rvores: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interior) 3 . List all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Location F2 -4 _ 12 62.0 744.0 Covered Parking F2 -8 REV1 FO 208 124.0 25792.0 F2E -8 CODE COMPLIANCE Covered Parking 29 124.0 3596.0 F2H -4 7 62.0 434.0 F2H -8 56 124.0 6944.0 i F211E -8 MAR I U AM 1 6 124.0 744.0 P3 28 142.0 3976.0 S3 10 100.0 1000.0 H 01.V 0f Thkwila 6 62.0 372.0 M 62. N 1 60.0 60.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 43662.0 Maximum Allowed Lixhtini; Wattage (Exterior) St ate Nonresidential Energy Code Compliance Form Z ~ W ..i U UO 0 wz t- S2 LL WO LQ 3: Z t- H O Z F- W LLJ 0 0 0 E- W F- - Z v= O Z Allowed Watts Area in ft Allowed Watts Location Description per ft o p e r If (or If for perimeter) x ft ( x If) Covered Parking 0.2 W /ft (standard paint) Covered Parking 0.3 W /ftz (reflective paint) (� T inN Open Parking 0.2 W /ft Outdoor Areas 0 2 W /ftz i Y1 Bldg. (by facade)' 0.25 W /ft Bldg. (by perlm)' 7.5 W /lf St ate Nonresidential Energy Code Compliance Form Z ~ W ..i U UO 0 wz t- S2 LL WO LQ 3: Z t- H O Z F- W LLJ 0 0 0 E- W F- - Z v= O Z M ` 2004 Washington State Nonresidential Energy Code Compliance.Form 1. Choose either the facade area or the perimeter method, but not both) Total Allowed Watts Use mlgr listed maximum input wattage. I-or textures with hard 50113313 only, Proposed Lighting Wattage (Exterior) the default table In the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Z F W W� U O CO �. W= J M- N LL W LL N = W Z� I- O Z F-' w �o vO cn 0 H. W U LL. ~O Lll Z ' U N P - O Z 2004 Wash 2004 Washington Stale Nonresldentlal Energy Code Compliance Forms State Nonresidential Enerav Code Compllance Form Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers 0 Other caton ec Q Q ualification Checklist Lighting e , El Check if all fixtures are ballasted and at least 95/0 of fixtures are either: Note: If occupancy type is "Other" and fixture Fixtures: Barber shops, beauty shops answer is checked, the number of nxtdres In (Section 1. Fluorescent fixtures which a) are non - lensed. b) have 1 or 2 two lamps c) have the space Is not limited by Code. Clearly 1521) 5 -60 watt T -1, T -2, T -4, T -5, T -6, T -8 lamps, d) have hard -wired electronic Indicate these spaces on plans, if not Laboratories dimming ballasts. Screw -in compact fluorescent fixtures do not qualify, qualified, do LPA Calculations. 1.0 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 1.5 Group R -1 common areas "- Exit and LED lights can be excluded from count if < 5 watts /fixture. TABLE 15 -1 Unit Lighting Power Allo LPA Use LPA W/s Use LPA W/s Painting, welding, carpentry, machine shops 2.3 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches 6 1.0 Barber shops, beauty shops 2.0 Pollee and fire stations 1.0 Hotel ban ueUconference /exhibition hall ' 2.0 Atria (atriums) 1.0 Laboratories 1.8 Assembly spaces", auditoriums gymnasia", heaters 1.0 Aircraft repair hangars 1.5 Group R -1 common areas 1.0 Cafeterias fast food establishments 1.5 Process plants 1.0 Factories, workshops, handling areas 1.5 Restaurants/barso 1.0 Gas stations, auto repair shops' 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses", storag areas 0.5 Librarles 1.5 Aircraft storage hangars 0.4 Nursing homes and hotel /motel guest rooms 1.5 Retail retail banking 1.5 Wholesale stores (pallet rack shelving) 1.5 Parking g arages see exterior lighting) Section 1532 Mall concourses 1.4 Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Plans Submitted for Common Areas Only Laundries 1.2 Main floor building lobbies ( except mall concourses 1.2 Medical Offices, Clinics 1.2 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15.1 1) In cases In which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be Increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) See Section 1532 for exterior lighting. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.20 w /ft may be used. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, provided that the display window Is separated from the retail space by walls or at least three - quarter - height partitions (transparent or opaque), and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft' of merchandise display luminaires are exempt provided that they comply with all three of the following; a) located on ceiling- mounted track or directly on or recessed Into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 12) Medical and clinical offices Include those facilities which, although not providing overnight patient care, do provide medical, dental, or psychological examination and treatment. These spaces include, but are not limited to, laboratories and treatment centers. •• y;„',;,, ; ,,,;, I:':. ti,.., :�+.::iF.::a..i;.:.:,�„c:.. '::a.: xis;: tv.�+i:..ai.tl'.Yca:.:WY= »:..�W S: `}. va ,r4 .:k, •WUw w.,w "+. - "A"SeZdiAu:Fiai. Z 1 = - Z �W QQ� JU UO N CO W W = (D LL WO Q � Q LLQ = F- W Z_ = H H O Z F- W W U� 0 00 01-- W W 2 F_ LL O Z W U= O Z I k J 2004 Washin4ton State Nonresidential Forme Code Comoliance Form Project Address Old Navy - Pa rkway 9upercenter Date 2/9/2006 The following information Is necessary to check a lighting permit application for compliance with the lighting requirements in the 2004 Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS Section 1513 yes 1513.1 Local control /access Schedule with type, Indicate locations E2 -OA yes 1513.2 Area controls Maximum limit per switch E2 -OA a. a. 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans . a. overhead glazing Indicate overhead glazing on plans . a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, Indicate location a. a. (a) timer w /backup Indicate location n . a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E2 -OA yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E4 -1A yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning E5- OA yes Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E3--2A .a. 1437 Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency If "no" is circled for any question, provide explanation: Z �z '~ W JU UO J LU CO LL W O LQ to � = �W Z h- H O Z t_ W �5 ULa ON OH W HF_ LL O .Z w U= OH Z 2004 Washington State Compliance Forms Lighting - General Requirements 1613 Lighting Controls. Lighting, Including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1613.6.2. 1613.1 Local Control and Accessibility: Each space, enclosed by walls or celling - height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1613.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which Is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function Independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1613.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight -or occupant- sensing automatic controls, which control the lights Independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not Include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1613.6 Automatic Shut -Off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is Interrupted. Code Compliance Form 1613.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated In a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for Industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. S. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall - mounted, manual switch capable of turning off lights when the space Is occupied. 1613.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being Illuminated is annunciated; and c) is manually operated; d) allows the lighting to remain on for no more than two hours when an over -ride is Initiated; and e) controls an area not exceeding 5,000 square feet or 6 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1613.7 Commissioning Requirements: For lighting controls which Include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning In accordance with this paragraph. Z Z W UQ W = H U) LL WO 9 J LL M = W Z F.. I— O Z F_ W W U� ON o I- W H lL Z UJ U= O� Z 01 -02 -2007 City of Tuk Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director CHRIS MCCOMAS 1327 POST AV #H TORRANCE CA 90501 RE: Permit No. D05466 17470 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. I 1 This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if j the project should be considered abandoned. 1 If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for ! additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/04/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. ti Thank you for your cooperation in this matter. Sincerely, J 'fe Permit xc: r tec'cian T Permit File No. D05466 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone: 206 - 431.3670 • Fax. 206 - 431 -3665 Z �Z W W D L) Cl) o to U- WO = CY F . W ZF- F- 0 Z 1-- 2 5 D O -. O H W W LL F- 0' Z L11 U =. O Z r� • 01 -02 -2007 City of Tuk Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director CHRIS MCCOMAS 1327 POST AV #H TORRANCE CA 90501 RE: Permit No. D05466 17470 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206431 -2451 to schedule for the next or final inspection. I 1 This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if j the project should be considered abandoned. 1 If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for ! additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/04/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. ti Thank you for your cooperation in this matter. Sincerely, J 'fe Permit xc: r tec'cian T Permit File No. D05466 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 9 Phone: 206 - 431.3670 • Fax. 206 - 431 -3665 Z �Z W W D L) Cl) o to U- WO = CY F . W ZF- F- 0 Z 1-- 2 5 D O -. O H W W LL F- 0' Z L11 U =. O Z M i 'Susa Brock After Hours Inspection, (S -P -A M 6.32/6.00) `� — " Page 1 From: <jth rush @sullivan- corp.com> To: <sbrock @ci.tukwila.wa.us >, <kevins @sullivan - corp.com> Date: 5/25/06 5:05PM Subject: After Hours Inspection (S -P -A -M 6.32/6.00) Attn: Mr. Bob Benedicto City of Tukwila 9 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Dear Sir, Sullivan Corporation, on behalf of Gap, Inc., is hereby requesting an after -hours electrical lighting inspection of the Old Navy property at 10:00 PM tonight, May 24th. The property address is 1740 Southcenter Parkway, Tukwila. The electrical contractor for this project, Haggard Electric, will give your inspector a check for $435.00 made out to the City of Tukwila when they meet at the Old Navy property tonight. Thank you for your assistance in this matter. i i Janet S. Thrush Project Manager Sullivan Corp. 15299 Stony Creek Way Noblesville, IN 46060 317- 776 -2770 317 - 716 -2139 cell r 1 z U.1, Q D UO N0. J = H N U- W O LL Q = C� �W z Z O. U0 N 01--, `W W. 1- �. LL O .. z' w 0 H� z I Susan B r} k RE:_ Pmt. for after hours insp e 1 _ Pag 1 t I I From: "Leigh Hartly" <leighh @haggardelectric.com> To: "'Susan Brock "' <SBrock @ci.tukwila.wa.us> Date: 5/24/06 2:45PM Subject: RE: Pmt. for after hours insp. Thank you for the email Susan, to verify from my end, Dean Humphries- electrician, will meet the building inspector on site tonight at 10:00 PM, and will have with him a check as listed below. His cell number is 206- 396 -7897 for any questions. Thanksl Leigh Leigh Hartley Haggard Electrical Contractors 16702 65th Avenue Southeast Snohomish WA 98296 360- 668 -9361 (office) 425 - 949 -4004 (fax) 206 - 953 -5778 (cell) Giving our clients the POWER to do businessl - - - -- Original Message---- - From: Susan Brock [ maiito:SBrock @ci.tukwila.wa.us] Sent: Wednesday, May 24, 2006 2:27 PM To: leighh @haggardelectric.com Subject: Pmt. for after hours insp. Leigh, This is regarding our phone conversation a few minutes ago regarding payment for the after hours /overtime inspection for Old Navy. I've confirmed with Bob Benedicto, Building Official for the City of Tukwila, that it is acceptable for the electrical inspector (Dean) to bring payment for the after hours /overtime inspection scheduled for tonight (5/24/06) at 10:00 pm at Old Navy in Tukwila, WA. The total is $435.00 and the check should be i made payable to City of Tukwila. Please call if you have any questions or { need anything further. Thank You. Susan Brock I Admin. Support Asst. City of Tukwila (206)431 -3670 z Z D U (00 W= J �_.. W (L, W O � J LL C4 �d F- w z =. � LU w U0 O n WW H� LL O w z U= O z l Su: *an Brock Pmt. for after hours insp Page 1 ` From: Susan Brock To: leighh @haggardelectric.com Date: 5/24/06 2:27PM Subject: Pmt. for after hours insp. Leigh, Z w This is regarding our phone conversation a few minutes ago regarding payment for the after . hours /overtime inspection for Old Navy. I've confirmed with Bob Benedicto, Building Official for the City of 6 2 D; Tukwila, that it is acceptable for the electrical inspector (Dean) to bring payment for the after hours /overtime inspection scheduled for tonight (5/24/06) at 10:00 pm at Old Navy in Tukwila, WA. The 0 O total is $435.00 and the check should be made payable to City of Tukwila. Please call if you have any CO questions or need anything further. Thank You. w =' Susan Brock CO w 0 Admin. Support Asst. City of Tukwila (206)431 -3670 LL N CY = w z� t— 0 z�. � LLI D o. CO), 0- _u 0 w z z Susan B rock - RE: Pmt. after hoursinsp. Page 2 3 CC: "Dean" <deanh @haggardelectric.com >, "'Ryan Haggard "' <ryanh @haggardelectric.com >, <jth rush @sullivancorp.com> I � i z W: _3 C.) 0: CO w U 0 -J N O': W lL Q N Cy I=- W. . Z� H O z H LLI 5 U� ;O vT 0 L- Z' LU C U =, .O Z 4• i Linane / Drews Architects City of Tukwila Application #D05 -466, Old Navy Parkway Supercenter Plan Corrections Response February 13, 2oo6 1 The following are responses to the Commercial Plan Corrections dated January 18, 2oo6. These responses havebeen incorporated into the drawing set as a DeltaAAddendum dated 2/13/2oo6/ as noted. Corrections i. Please see the attached documentation from my consultant. We have provided compliance forms as requested. 2. Please see the attached documantation from my consultant as well as the revised architectural sheets. We have reviewed the emergency lighting and added a Path of Travel plan to the architectural drawings. Prepared by Quincy Wargo Project Manager, Unane /Drews Architects CITY OF T FEB 16 2006 PERMIT CENTEh CORRECTION I..TR# I vow 3500 West Burbank Boulevard, Burbank, California 91505 818- 972 -5080 Fax: 818 - 848 -3895 Z z �W aa JU UO Cl ) o J_.. CO L W O LL Q. co D. = Z f.. Z E- W U Cl) O -: O E- W W, U O W Z U N O Z J Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Road Austin, Texas 78730 February 9, 2006 Mr. Quincy Wargo Linane Drews 3500 West Burbank Boulevard Burbank, California 91505 Reference: Old Navy - Parkway Supercenter, #5359 Application #D05 -466 Dear Quincy, 512- 744 -4400 FAX 512- 744 -4444 We have reviewed the comments from Mr. Nelsen. Our responses are as follows: Item #1 — We have provided Washington State lighting calculations. Item #2 — The design drawings (electrical lighting plan) show emergency lighting. Our analysis indicates that those lights will provide lighting levels that meet or exceed the requirements of IBC 1006. If you have any questions, please call me at 512/744 -4410 or e-mail me at billklocke- auseea.com Sincerely, Bill Klock Senior Project Manager z Lu a D J U' UO U O. J = �LL w� J LL Q. N =. = Lu �o z�_ LL �o o -. A �_ Ww LL 0 w U =; . z O: Wi 1908 0 January 19, 2006 E Q City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Chris McComas 1327 Post Av #H Torranace, CA 90501 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -466 Old Navy —17470 Southcenter Py Dear Mr. McComas: 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 Fire, Planning and Public Works Departments have no comments. Buildine Department: Ken Nelsen, at 206 431 -3677, if you have 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 Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made its person: and will not be accepted throueh the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, � shall l� e n' fer ar e i chnician encl xc: File No. D05 -466 P:Vennirer\Correction Letters\2005 \D05 -466 Correction Ltr MI. DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ��;.».. :.. ��� v. �.. �:.: �s.:: wu ' i,e ;,L :is+..SK.MtK.aa r:;� ,tu+.'a�t„• r i - ,. s:u .r:dwu::.'rswma.'ta�::,t;�..; .3.cuU. Z �w D 3 UO Cl) �LL W LQ U) = �w z� F- O Z 1— w U� ON off wW _ . �F- u" O ..z w U= O Z V Building Division Review Memo Date: January 18, 2006 Project Name: Old Navy tenant Improvement, permit application Application #: D05 -466 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division plan review has been conducted on the subject permit application. Please address the following comments with revised plans and /or other applicable documentation. 1. The extensive alteration to the existing ceiling lighting requires that plan verifiable documentation be provided showing compliance with Washington State Energy Code Sections 1132.3 and 1141. Revise the plans as necessary and submit W.S.E.C. compliance form as applicable. 2. The modification of the over all tenant space and extensive alteration to the ceiling lighting as noted above, will require that the new lighting layout be upgraded to the Means of Egress Illumination requirements in I.B.C. Section 1006. The plans must identify an intended route of travel for egress. The lighting plans must accommodate Illumination Emergency Power for the subject egress path per Section 1006.3. Additionally, the Performance of the system shall be specified in the plan general notes. No further comments at this time. i. F77 177.. u.'. ,i.tuY�i:r:�i-')'S.JAi...J'!�a` tin.`: Hn' r' .kYM'i1'w4M1�nL^.:dd- u+La ✓'wi:_, z �~ w JU UO NO C0 W J = DU- w wa =a �w z z� W D o" U 0 F- W �- P O w z U= O z PERMIT OOORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -466 PROJECT NAME OLD NAVY DATE: 02 -16 -06 SITE ADDRESS 17470 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DEPAR Build }ng Division Public Works ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 02-21-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CO RRECTIONS : DUE DATE: 03-21-06 Approved ❑ Approved with Conditions 1� Notation: REVIEWER'S INITIALS: Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -213 -02 DATE: z Z �w J0 00 Cj) 0 J = I—' GO LL w wQ S2 Cl =w � _ z F-O z I— w w U ON 0 F- wW LO ..z W US O z PERMIT COORD COPS' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -466 PROJECT NAME OLD NAVY b SITE ADDRESS 17470 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: n Bui ing Division Fire Prev Public Works 1� Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete 9 Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Incomplete ❑ DATE: 12 -29 -05 P V `�p 02 hing Division Permit Coordinator ❑ DUE DATE: 01-03 -06 Not Applicable ❑ TUES /THURS ROU ING: Please Route Structural Review Required F] No further Review Required — 1 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 0 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg , Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 '� •. "r� �,J "�y� �;r'kiv`� �tdx�li F��" �' w+43ts,�d ?r'x "'�s•.'4 'A.�<.'_i'dr•'. z i~ W L JU 00 NO J = F-- 00 LL w 9Q co = F- w z WO W UCA ON OH wW LL O d w z U= O F- z 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION ' SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: al � Lp I O Plan Check/Permit Number: — 0l � ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: VI A Project Address: 11 Owco G RY Of TUK WRA FEB 1 6 2006 PEMY11T CENTER Sheet Number(s): "Cloud" or highlight all areas of revision: including date of revision Received at the City of Tukwila Permit Center by: ! ,L, 1t' Entered in Permits Plus on = - IU O-p �appl ications\forms-appl i cations on line\revision submittal Created: 8 -13 -2004 Revised: z �Z W � JU 0 0 W= �U- W O U- CO :3 = w Z f- E- O w �5 0 0 o� wW U- 0 w z UN 1= _ O z Contact Person: Aone Number: X3 D :J *J (ODD Summary of Revision: M Look Up a Contractor, Electric ;qn or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perfonn construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License SULLICI99OMW Licensee Name SULLIVAN CORP OF INDIANA, THE Licensee Type CONSTRUCTION CONTRACTOR U BI 601479325 Ind. Ins. Account Id Business Type CORPORATION Address 1 15299 STONY CREEK WAY Address 2 City NOBLESVILLE County OUT OF STATE State IN Zip 46060 Phone VICE Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/21/2001 Expiration Date 9/24/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Effective Expiration Name Role Date Date SULLIVAN, TERENCE S PRESIDENT 08/21/2001 SULLIVAN, ANNETTE L SECRETARY 08/21/2001 VICE SULLIVAN, KEVIN P PRESIDENT 08/21/2001 Bond Information Bond Pagel of 2 Z ,a Z �W 0 ca W N f7 J l.- CO U. W O 9-j LL. Q U :3 = CY �. W Z I— F— O Z I— UJ �5 U� O� 0 I— W W H L). O. lL Z U co O F- Z https : // fortress. wa. gov /lni/bbip /printer.aspx ?License= SULLICI99OMW 03/23/2006 I DEPARTMENT ,OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY AS CONST CONT GENERAL 'i ## EXP DATE C.001 I,CI990MW ` 09/24 %2`00, l EFFECTIVE` DATE'' 08/21/2001 SULLIVAN CORP INDIANA, THE 15299 STONY CREEK WAY NOBLESVILLE IN 46060 i F625- 052.000 (8/97) Detach And Display Certificate .. ,,+..S..ge.p.- ,�""M"-- C^- .a,-�: ...,.:. �,.,. �.,;..., -; ;....,....,�._. .-:� -- :.;K�•.... - - ,...,,• -.. .. _ .. �, .•urn.- ;.- ..,..,Kt�n.;• - ^; Z 1 =� '~ w Q JU UO W= N LL w 0 �-i LL j N d = W F- W Z�_ 1_ O W W. Dp U N_ O H- WW u- U 6i O Z r GENERAL NOTES -COVER SHEET ONR 2006 THE EXISTING CONDITIONS IN THE CONSTRUCTION DOCUMENTS ARE BASED ON: DRAWINGS DATED: APRIL 1998 REMODEL PREPARED BY: GAP CORPORATE ARCHITECTURE, 901 CHERRY AVE, SAN BRUNO. CA 94066 0 D ANY DISCREPANCIES BETWEEN THE (E) CONDITIONS DOCUMENTS AND THE ACTUAL FIELD DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING WITH ANY WORK. a M�w+or� REGULATIONS alr Ndi pry fl� I. THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION INSURANCE ON FILE IN PARKWAY SUP ERCENTER "a 1° '' '" d " `� S a°" "� '' COMPLIANCE COMPLIANCE LOCAL CODE. 2. BEFORE C WITH THE WORK, THE G. C. SHALL SHOW EVIDENCE OF ALL THE INSURANCE REQUIREMENTS. 17 4 7 0 S 0 U T H � E N T E R PARKWAY GAP INC. 3. THE CONTRACTOR SHALL BE FAMILIAR SH WIH ALL LANDLORD REQUIREMENTS AND SHALL BE RESPONSiBL.E FOR CORPORATE ARCHITECTURE STORE NO** 5359 901 BRUNI AVENUE COM PLIANCE WITH . THE CONTRACTOR SHALL INVESTIGATE LOCAL CODES AND PROCEDURES AND SHALL SAN BRUNO, AV UE COMPLY WITH ALL REQUIREMENTS T U K W I LA WA 9 (650) 952 -4400 4. SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN INDEN11FY1NG VER SION: 08/1 • STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE SEEN BY PASSERSBY. CODE INFORMATION EXISTING FULLY NEW/UPGRADE DETAILS STORE NO.: 5. THE CONTRACTOR SHALL CONTACT LANDLORD REPRESENTATIVE BEFORE CONSTRUCTION COMMENCES. BIBC EDITION: ❑AMC EDITION: ❑IPC EDITION: ❑NEC EDITION: 1. AT LEAST ONE ACCESSIBLE ENTRANCE. COMPLYING TO COMPLYING IN DRAWING 5,3 6. ALL CONDUIT. EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST SAFETY RULES AND ❑IFC EDITION: ❑NFPA EDITION: ❑ANSI 117.TA ❑ SUPPLEMENT: NOTE: THIS SHOULD BE THE PRIMARY ENTRANCE. SOMA LOCATION: REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING JURISDICTION. ADDITIONAL UPGRADE MAY BE REQ'D. IF ITS NOT. B ❑ CONSTRUCTION TYPE: TYPE V - NON RATED 6. PROPOSED USE: MERCANTILE R�QI��A'�p '' PARKWAY SUPERCENTER 7. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE 2. AN ACCESSIBLE ROUTE TO THE AREA OF REMODEL ® ❑ - 17470 SOUTHCENTER PKWY ICES AND ALARMS N CONFORMANCE 1fI1H ALL APPLICABLE CODES AND ORDINANCES. OCCUPANCY USE: MERCANTILE 7. PROPOSED OCCUPANCY: MEr YES NO 3. ONLY ONE TOILET ROOM UNLESS OTHERWISE REQUIRED L _ - PROTECTION DE WI e ❑ >I1�1�1/1�� 8A. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE REQUIREMENTS, SEISMIC ZONE: 8. EXTERIOR STOREFRONT RENOVATION? ❑ ® TUKWILA, WA 981 86. PROVIDE ADDITIONAL AUTOMATIC SPRINKLER SYSTEM? ® YES [] NO 9. PROPOSED STRUCTURAL ALTERATIONS? ❑ ® 4. VISUAL /AURAL ALARM B ❑ - EXIT SIGNS AND FIRE EXTINGUISHERS !N TYPE, NUMBER AND LOCATIONS AS DIRECTED 8Y THE ❑ ❑ 5. ACCESSIBLE DRINKING FOUNTAIN [�] ❑ �� FIRE DEPARTMENT FIELD INSPECTOR. BUILDING DESCRIPTION IOFNERGY CALCULATION ATTACHED? 9. PROVIDE A SIGN OVER ENTRANCE DOORS STATING 'THESE DOORS TO REMAIN OPEN DURING BUSINESS HOURS.' 1. NUMBER OF FLOORS IN BUWNG: ONE 11. TOILET FACILITIES PROVIDED? ® ❑ 6. ADA- COMPLIANT SIGNAGE ® ❑ � � �� o�sw �` LETTERS SHALL BE NOT LESS THAN 1' HIGH ON CONTRASTING BACKGROUND- 2 - FLOOR(S) OF PROPOSED RENOVATION: FIRST 12. FIRE SYSTEM MODIFICATIONS? 7. OTHERS- DESCRIBE MEANS OF COMPLIANCE: I.E �o AFM GAP PROJ. I.D.:0000039437 JOB SITE OPERATIONS i 3. EXISTING USE: MERCANTILE STROBES e ❑ PARKING SPACES. ELEVATORS. STAIRS, ETC. a � DMSOM OLD RAW STORE VERSION: 08114/05 I. DURING ALL PHASES OF WORK DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJ. AND NEIGHBORING TENAN 4. EXISTING OCCUPANCY- MERCANTILE ALARM ® E] 1. THIS PROJECT WILL COMPLY WITH ALL AMERICAN WITH DISABILITIES ACT REGULATIONS AND ALL LOCAL � N.T.S. ARCHITECT: 5. HISTORIC /ARCHITECTURALLY SIGNIFICANT BUILDING? ❑ YES ® NO ® ❑ ACCESSIBILITY AND ENERGY CODE REQUIREMENTS G 2. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT. CLEAN AND ORDERLY CONDITION UPON THE COMPLETION SPRINKLERS ACCES � - R OF HIS WORK ON A DAILY BASIS. AREA OF WORK TO BE DUSTED SWEPT AND MOPPED TO SAME CONDITION AS 2. THRESHOLDS SHALL BE NO HIGHER THAN 1/2' ABOVE THE FLOOR EDGE TO BE BEVELED WITH A SLOPE NO y START OF WORK. ALL WASTE. RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. GREATER THAN I IN 2 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING TRASH PR P R 0 F I LE 9 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS. DOOR HARDWARE SHALL BE Linane Drews GENERATED FROM OWNER FURNISHED ITEMS AND BY DINNER S CONTRACTORS FOR THE DURATION OF THE PROJECT. OF THE LEVER OR PUSH TYPE. MOUNTED 30' TO 44' ABOVE FINISH FLOOR AND OPERABLE WITH A MAXIMUM �� Architects 3. ALL EXISTING WORK NOT IN THiS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL CONDITION, U.O.N. <c VE N NEW EFFORT OF 5 LEIS FOR INTERIOR DOORS. 8.5 LOS FOR EXTERIOR DOORS. ��R PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. 0 FIRE EXiINWISHER N0. . NUMBER 9- F.R.P. FIBERGLASS REINFORCED NOM. NOMINAL 4. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) AT 60 ABOVE FRM FLOOR ON - STRIKE SIDE WALL U O � �r � Dow 4. [war u� B81%4 4. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL. .O.N. PANEL FINISH O.D. OUTSIDE DIAMETER AT ACCESSIBLE FITTING ROOM DOOR(S). SYMBOL SHAPE AND CONTRASTING COLORS SHALL CONFORM WITH ALL f sis�/iz:�rtl F.O. FACE OF OR OWNER FURNISHED ITEM F.O.F. FACE OF FINISH O.N. OLD NAVY LOCAL. STATE AND FEDERAL ACCESI8IUTY AND ENERGY CODE REQUIREMENTS. HOT, y - -- I. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN ACOUS• S 5. ACCESSIBLE DOORS MUST BE A MINIMUM 3' - WIDE X 6' - HIGH. '� avIll R DAMAGE TO THESE ITEMS. / A CONTRACT. HE SHALL BE RESPONSIBLE FOR LOSS AND/OR F.0_. FACE OF STUDS OPNG. OPENING A.F.F. rl F/F FINISH TO FINISH OPP. OPPOSITE 6. PROVIDE 18' CLEAR SPACE ON STRIKE/PULL SIDE OF INTERIOR DOORS. 12' CLEAR SPACE ON STRIKE �� « n f. O1 �"""""` 'ti�lr W��1T �1 F.R. iltlhOtl� ���� 2. G.C. SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNERS REPRESENTATIVE TO PROVIDE A TIMELY ARRIVAL OF AL FIRE RETARDANT P.LAM. PLASTIC LAMINATE SIDE OF INTERIOR DOORS. Of OwAb> � d= not F.S. FULL SIZE PL PLATE U1e of ALL MAIERiALS. EQUIPMENT AND OTHER SUCH ITEMS TO BE UTILIZED ON THIS PROJECT (OWNER -- PROVIDED OR ARCH. FIN. FINISH PLAS_ PLASTER 7. PROVIDE ACCESSIBILITY SIGNAGE ON RESTROOM DOORS TO CONFORM WITH ALL LOCAL, STATE AND FEOERAIV a code a STAMP: MCI OTHERWISE). G.C. SHALL NOTIFY OWNER'S REPRESENTATIVE IN VOTiNG WITHIN 5 DAYS OF DATE OF APPROVED WORK fr.DG. FIT. RM. FITTING ROOM PLYWD. PLYWOOD ACCESIBIUTY AND ENERGY CODE REQUIREMENTS. AUTHORIZATION OF THOSE ITEMS THAT MAY NOT BE READILY AVAILABLE. IF NOTi 1CATKUS NOT PROVIDED TO THE BLK. FL FLOOR PR. PAIR OWNER'S REPRESENTATIVE. THE G.C. ACCEPTS RESPONSWIITY FOR THE PROPER ORDERING AND FOLLOW -UP OF BLIKG. FLUOR. FLUORESCENT PT. POINT . 7R 8 HOT WATER PIPES AND ORNN PIPES UNDER L9VATOfBES SHALL 8E INSULATED TO CONFORM WITH ALL SPECIFIED ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TO OWNER. Bu. FT. FOOT. FEET R. RISER A F.V. FIELD VERIFY RAID. RADIUS LOCAL. STATE AND FEDERAL ACCESIBIUTY AND ENERGY CODE REQUIREMENTS. ode: 3. CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP TO THE CAB. G.B. GRAB BAR REG. REGISTER 9. PROVIDE CLOTHING HOOK AT 40' ABOVE FINISH FLOOR IN ACCESSIBLE FITTING ROOM(S). OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION OF TIME SHALL BE PERWTIED. CEM. G.C. GENERAL CONTRACTOR REQ'0. REQUITED 10. ALL CUSTOMER SERVICE CHECKSTANDS SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESIBILITY ( N CER. GA GAUGE . 1 4. TRACTOR SHALL BE RESPONSIBLE TO RECEIVE. INVENTORY, STORE AND BEELINE ANY OWNER FURNISHED ITEMS (L GLASS Rm. ROOM RESIL RESILIENT AND ENERGY CODE REQUIREMENTS SEE CASHWItAP SHEET FOR CLEAR DIMENSIONS MID COUNTER HEIGHTS. Ttdmb �1LDING D (OFI) SUPPLIED AND DELIVERED TO THE JOBSiTE, OR OTHER AGREED UPON LOCATION, AND FORWARD THE RECEIVING CUKG. GYP. GYPSUM S. SOUTH DOCUMENTS) TO THE OWNER - SEE PRE -BID LETTER FOR DETAILS REGARDING OWNER- FURNISHED ITEMS. CI.R. H.C. HOLLOW CORE S.C. =D CORE ADA CODE C 0 N FO R M A N C E 5 : VICINITY MAP 3 5. THE CONTRACTOR SHALL LEAVE WITH STORE MANAGER ONE (1) GALLON OF PAINT OF EACH COLOR FOR FUTURE COL. H.M. HOLLOW METAL S.S. STAINLESS STEEL TOUCH -UP WORK. CONC. HC. HANDICAPPED SCHEO. SCHEDULE oNR SCOPE OF WORK CONE. HOW. HARDWOOD SHE: SHEET LANDLORD SHEET SHEET TITLE MANAGER REVISION 6_ NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED. U.O.N_ AND CPM CONTRUC71ON PROJECT HORIZ. HORIZONTAL Sim. SIMILAR 1. 8007HSET REPLACEMENT APPROVED BY OWNER. HGT. HEIGHT ER zrn A SPEC. SPECIFICATION REMOVE (E) 800THSE7S KI1100 REALTY CORPORATION CONSULTANT: DBL HR. HOUR SQ. SQUARE - INSTALL N NEW NAVY BOOTHSETS 4055 FACTORIA MALL ARCHITECTURAL 7. FOR STOPS NTH EIS,. THE GC PROJECT MANAGER TO CONTACT THE OWNER REPRESENTATIVE DURING THE BID ( ) H.T. HANGER -TIGHT UNIT STD. STANDARD 2. WAYFINDING SIGNAGE SE �• WA 98006 AO -OA PROJECT INFORMATION REMOVED IN ORDER TO D lIlE CONDITION OF THE EXISTING ALARtM SYSTEM IF IT SHOULD BE REUSED OR �T• HVAC HEATING- VENiItATION. STL STEEL - REMOVE � FITTI NG ROOM SIGN CONTACT: LEANN HOPWOOD _ AO -1A P INFORMATION RETvldV10 - EXISTING STORES ONLY. DIA. AIR TIONING TEL 425641.8282 - I.O. INSIDE DIAMETER STCIR. STORAGE - INSTALL FITTING ROOM WAYFlNDING &ENTRY SIGNS Al -1A PHASING PLAN LEGEND/NOTES & ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. INTERIOR FINISHES SHALL NOT EXCEED A FLAME DN. INSUL INSULATION SUSP. SUSPENDED 3. ACCESSORY X RE TENANT: - SPREAD RATING OF 25 AT EXIT CORRIDOR DR. T.C. TIME CLOCK - REMOVE (E) ACCESSORY FIXTURE Ai -1.11A PHASING PLAN JT. JOINT T.O. TOP OF 4. FLOOR FIXTURE DS_ .,POUT LAM LAMINATE Ol CHERRY DRA AVENUE I. Al -2A DEMO PLAN LEGEND/NOTES DWG. DRAWING LL LANDLORD iEL TELEPHONE - PROVIDE POWER FOR N) FIXTURES i. ALL OPERWGS, FLASFIINGS, COUNTER F ASHINM AND EXPANSION JOINTS SHALL BE WATERTIGHT. () THK. THICK 5. FITTING ROOM OT>NFlCATT SAN BRUNO. CA 94066 Al -2.1 A DEMO FLOOR PLAN E P. MIS TYPE TYPICAL - REMOVE (E- CARPET AND VINYL BASE FROM FITTING ROOMS CONTACTS: Al -3A DEMO RCP LEGEND/NOTES 2. ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BIJILDNG ENVELOPE SHALL BE SEALED. CAULKED, ELECTRICAL PANELBOARD M. W/ WITH CO U.O.N. UNLESS OTFILRWISE NOTED - REFINISH (E) CONCRETE FLOORS AS REQUIRED CPI: MONICA DOUGLAS 3. USE ACOUSTICAL GASKETED OR WEAIHERSIRiPPED TO OMIT AiR LEAKAGE. EA EACH MAX. iAlAXIltl�i - INSTALL N BASE EL£Y. ELEVATION MFR. Y M C TU R VERT. VERTICAL - REMOVE (E) FITTING ROOM DOORS STORE Al -3.1A DEMO REFLECTED CEILING PLAN! Al -4A PATH OF TRAVEL PLACOUSTICAL SEALANT AROUND ALL PEES. DUCTS. CONDUIT. OiJTL.ETS. SWITCHES, ETC. ON BOTH SINES OF ELEC. ELECTRICAL MFR. AMIFAiUI72 V.i.F. VERIFY IN FIELD GAP INCORPORATED - INSTALL J NJ FITTING ROOM INCORPORATED I CROSSING /PENETRATING WALLS WITH THERMAL AND ACOUSTICAL INSULATION. EM, p �Y MGR. MANAGER W. WEST - REMOVE E FITTING ROOM BENCHES 2 FOLSOM STREET A2 -0.1 A FLOOR PLAN E D ISSUED F0.4: GATE: EQ. EQUAL KANN. MIN�L ANCISCO, CA 94106 4. ALL SAW CUTT�iG AND CORING LOCATIONS SHALL BE RENEWED AND COORDINATED WITH THE LANDLORD PRIOR MISC MISCLIIANEOUS W - INSTALL N FITTING ROOM BENCHES SAN FR TO CUTTING/ CORING- E.W.C. ELEC. WATER COOLER /C WATER CLOSET TEL- 415 427.2444 A3 -OA F.E. FIRE EXIINCXNSHER- mETal W/0 WITHOUT - INSTALL N FLOOR MATS _ REFLECTED CEM�IG PLAN L - PERMtT/NIO/LL: XX f XX /XX F 0. FACE OF N NORTH W/It WATi R RESISTANT -- INSTALL N) RUBBER BASE PLAT`S ®FITTING ROOM PARTITION UPRIGHTS CONSTRUCTION PROJECT MGR A3 -O.iA REFLECTED OILING PLA DRAWINGS F.O.F. FACE OF FINISH NI.C. NOT IN CONTRACT WD. WOOD 6. TOILET ROOM MODIFICATION STORE PL.A1lNNI NG SOLUTIONS CONSTRUCTION: 1. ALL CONTRACTORS, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL BE RE:SPONSDLE FOR N.T.S. NOT TO SCALE - REMOVE (E) VINYL / TILE FLOORING AND BASE FROM TOILET ROOMS 140 NORTH VICTORY BLVD. A4 -OA _ STOREFRO ELEVATION _ REVIEWING REVIEWING THE COMPLEiE SET OF DOCUMENTS AS SHOWN N iK SHEET INDEX. FAILURE TO REVIEW F:0 S. FACE OF STUDS WT. WEIGHT - REFINISH (E) CONCRETE FLOORS SL41E 105 _A - O A _ ENLARGED EMPLOYEE CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY CONTRACTORS. SI8 CONTRACTORS, VENOM OR MATERIIAL MPLEDON OF INS PROJECT ABBREVIATIONS 8 - INSTALL N AUTO FLUSH VALVE RETROFIT KITS AT TOILETS AND URINALS BURBANK. CA 91502 A5-1A ENLARGED TOILET ROOM PLANS SUPPLIERS FROM PERFORM�,'NG WORK OR PROVIDING MATERIALS REQIfItED FOR THE CL ) - INSTALL (N) BABY C H A NGING STATIONS IN TOILET ROOMS CONTACT: MONICA DOUGLAS AS DEFINED WITHIN NIHIN THE DOCUMENTS AT TIME OF 81D_ II M- - STEAM CLEAN (E) WAINSCOAT PANELS & TOILET FIXTURES TEL: 818,558.4420 ext 22 A6 - FIXTURE DETAILS REVISION: Z\ f. SQUARE FOOTAGE BREAKDOWN E 1ST. FLR 7 . PAINT STORE 818.558.4429 A6 -1A FIXTURE DETAILS 2. GENERA! CONTRACTOR SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY IICSCAfPE[NgES -_i_ -` _ TOTAL - HIGH DUST &CLE N ALL SURFACES ABOVE 10' -0' A.F.F., TO INCLUDE TOP OF UgiT A6 - FITTING ROOM DETAILS -- 02.13.06 ADDENDUM A QA SHALL BE BROUGHT TO THE O'AWERS ATTENTION BEFORE PROCEEDING WITH WORK. _ -- - =_ �- - -- - _._. _ _ . - _ -- FIXTURES PRIOR T OILING PAINTING ARCHITECT: A- SALES AREA: SEE NOTE T 1 21589 SF 21 589 SF - PAINT E� COLUMNS IN SALES AREA _A -3A SIGNAGE DETAILS 3. Q SHOULD A CONFUCT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND /OR THE SPEOFICATiONS THE OWNER'S •_ UNANE/DREWS ARCHITECTS - PAINT ES CEIUNG 0 SALES AREA AND FITTING ROOMS MOO W BANK SLVD_ A6 - 4A MISC. DETAILS '- REPRESENTATIVE SHALL BE WORM OF THIS DISCREPANCY 96"ATEL.Y. AT WHICH TIME iVWS B. FITTING ROOM AREA: SEE NOTE 2 I 1001 SF 1001 PAINT E WALLS. DOORS. AND DOOR FRAMES ®SALES AREA AND FITTING ROOMS ��(, CA 81506 A7 -2A CASHWRAP DETAILS -- Z\ REPRE'SENTATiVE ST4.1LL PROVIDE iXR;:CIiON AS TO HOW TO PROCEED. -- - PAINT �Ej DOORS AND DOOR FRAMES IN TOILET ROOMS & CORRIDOR CONTACT: QUiNCY WARG0 4. INSPECT SITE AND VERIFY HELD DfIIEINSlOINS BEFORE COMMENCING NTH CONSTRUCTION. NOTIFY OMNER•S C_ STOCK AREA: SEE NOTE 3 1 1 ,780St- -PAINT GYP. 13D WALLS AND CEILING 7 -3A CASHWRAP DETAILS G IN TOILET ROOMS &CORRIDOR TEL- 81&9725080 ext 111 REPRESENTATIVE AID LANDLORD MMEDIAIELY IF THERE ARE ANY SGHIFICANT DIS;REPOMS. S TOC K AR - IMPROV = % -- - PAINT EMPLOYEE AREA WALLS IN STOCKROOM FAX 81884&3895 EC -1 EXIS CONDITIONS - PAINT MANAGER'S OFFICE WAILS. DOOR & FRAME EC -2 CASHH _ EXISTING CONDITION 5- DO NOT SCOPE DRA _ -- _ - Q __ SE iM.NGS WIARITTEI CIAENSIONS TAKE PRE DENNCE O'MfR SCALED DRAWtt!NGS D. OWNER IMPROVED: SEE NOTE 4 0 0 - REPLACE ALL HVAC FILTERS 0 COMPLETION OF PAINTING SCOPE OF WORK ME�I_AId�AL � PLUM8r1G ENG.: SP -1A SPECIFICATIONS ' 8_ CUSTOMER SERVICE I Q F 6. 4RCIITT:CI IDE DRAWINGS TAKE PRECEDENCE OVER OTHER [ItA1MNGS FOR LAYOUT DIlrIENSTONS AND INiiSIBER ()F E. IMPROVED AREA: (A + B + C + O) 2t� 24 -370Sf - REMOVE (E) CUSTOMER SERVICE FIXTURE AS SHOWN 661 CON LIGHR ENGINEERS SP -2A SPECIFICATIONS ' !�� PROVIDED. B�ipPROVIDED. lP0 - - REFINISH (E) CONC. FLOOR 6615 YAUGHT ROAD Z\ 7. F ANY __ U NIMPROVED -- AREA-.- .- __.------ ___ - -- O AUSTIN. TX 78730 SP -3A SPECIFICATIONS _ AREA: SEE NOTE 5 0 0 SF 9. CASHWRAPS CONTACT: BILL IQOgC SP -4A SPEpFlCAT10NS 1 I RtCIO EIIKORS OR 01ASSiONS APPEAR IN CONTRACT DOCUMENTS CONTRACTOR SHALL NOR JYiItiER N WRlil[tG - - - -_ " -- - --- - - -- --- - -- - -- - REMOVE (E) RAPS Q , OF SUCIi ERRORS CDR CIA ,•5 G. TOTAL AREA: (E + F) 24,370 24,370 - INSTALL N CASHWRAPS TEL' 512 744.4410 MECHAN! AL AND PLUMBING Cc i c! v � KWI 10. MANAGER'S OFFICE FAY 512744.4444 P AND PO E VERIFY ALL DO Q 1 _ 8_ DME NSIM SHOWN ON PLANS AM TO FACE OF DaERIM MASONRY. CONCRETE COUARNS OR GRID LAS AND FACE NOTES- i-- -- - - REMOVE (E) CARPET AND BASE MO-OA MECHANICAL NOTES AND LEGEND I I C F SILO 0%USS OIPER'AISE NOTED OR DETAIM. - BEAD BLAST AND SEAL COtfjC. FLOOR ELECTRICAL ENGINEER: M3 -0A PLUMBING P LAN AND SCH EDULES _ _ jj " I, AJDES SALES FLOG CASHWRAP AREAS, SMALL ADJACENT CLOSETS PUBLIC STAB, ESCALATORS AND - INSTALL (N) VINYL BASE EEA C�ONSUl1@NG $ M3 -1 A PLUMBING DET C 'e T � cn 9. 11-J: CON TRACTOR SHALL RE:VILWN A!lIEtNTSVERIFY ALL D�EINSIOhS AND FIELD OONL>1110h'S AND COIN:t�!! ELEVATORS. S ENTRY VESTIBULES, k1'0 EXTE.QOR AREAS LOCATED BETWEEN LEASE IRIS & STOENffRONT_ -STRILISH c ! VCs FLOOR - WOW IS B_R.DABLE AS SliO1IN. TIN CONFLICTS OR OVSSK*iS. ETC - SKILL BE WW1 MATE LY REPORTED TO T .�) 6615 VA�IGHT ROAD m5-OA - MEcHAN!m SPECIFICATIONS i Z\ ARMTECT / aA''Ljt FOR QA.%ICATION PRIOR TO PERFORWAIICE OF ANY WOW Ni CXES -IM. 2 - INCLUDES AD�IOAViTK; CLOSETS AIIrU ADJORiJ�IG PU&!C TOILET ROOYa 1:_ LlCITING REPLACEMENT AUSTIN. TX 78730 ELECTRICAL � I 3. INCLUDES STOCK AND STAGING. Cp41,VW)DIJVBWA!TiR/CHUTE. UJ64Af,MS RICE. NONPUBUC TOIIEM - REMOVE & DISPOSE OF (E) MAINSTREET PENDANT LIGHT. CONTAICT: 131f L RROCC ' iO. COLD CENT R (OR WO L.'t.TS) ARE SNvWh FOR l�!ulaiSiGiNS. VERIFY EXACT LO%AIIC>rIS N FIELD. - INSTALL (N) MAIN STREET PENDANT' UGHT WITH (N) LAMPS TEL 512744 SCALE: AS SHOWN .4410 EO-OA ELECTRICAL NOTES AND LE GEND ! ' 40fNPili�JC STARS. SWILL ADJOIi�NG 11ECJL/I:LLEC./PFIOINE ROOMS CASH ROWS. EXIT CORfdIORS� AND REIIIOTIr - (COVE ALL � TRACK LIGHTS AND HEADS 114 THE SALES do FITTING ROOM AREAS. - -- - { ` - -: -- t FAX- 512.744.4444 EO-1 A POWER DEMO PLAN 1i. A COPT OF LANDLORD- Alof'RO.� OC SIkJvT ?ON MOMENTS IAJST ON 9TE OUR�tiG 0.�INeRUCT-0N S AREAS, - REMOVE & Di OF ALL ( E FLUORESCENT LIGHT FIXTURES IN THE SALES FITT14G ---- �- DRAWN BY: T_O. !2. C+ Jt'S REP` SEtitA?itif AM:) !EN-441 -AM THE SAME FOR PURPOSES OF THESE DRAW 4G& 4. N` UDES EX( MIE OR FUOTE 11ECH./ AEC. /KM RoaiiS, REG.ONAL & DKSTM OFrJrES.:,tFD&4C>~ ROOM. AND STOCKROOM ARE � BUILDING DEPARTMENT: ED UGiiTNG DEM PLAN f � - - -`_ - - -- ROOMS, AM EXCESSI;f CAT OORRDORS. - REPLACE ALL LAMPS 0 (E) FLUORESCENT L10il' FIXTURES IN PUBLIC AREAS E1 -0A P OWER PLAN ; i JOB NO.: ON528 -00 _ 5_ t>�RGVED INCLUDES AREAS WM IM Ot1R LEASE LMS NOT VOWED BY C&6TRIJCr4%, OR NOT TO BE UTILIZED - I%STALL (N FLUORESCENT LIGHT FIXTURES AS NOTED. CITY OF TUKWQA - - - -+ - GENERAL NOTES BY c,,P_ 12. EMPL , A SUITE 1100 E2 -OA _ UGHTING PLAN _ - _ • _ .- _ i. _ -- SHEET TITLE: -: - INSTALL (N) KITCHENETT` 6300 SWIHDENiiR BLVD. E3-OA POWER RISER ANO SCHEDULES '. Or.�AlPA NT LOA4`IS SGdsR OCCUPANT L0JL0 JA.WR OF � - PROMOE PLUMBING FOR (N) SINK TWOLA, WA 98188 - : REFERENCE TO FhNiSH F�JOTAGE FACTOR OCCLPAKTS e3. AM.TIONAL SCOPE OF WORK TT]. 4 1 _ E3-fA ELEC SCH _-- __-- { i_ _ PR :- _ - , - --- - - _ _ ... _ - - -- - REM (E) - OLD & 'CIO NG CO' SIGN _ Sr CTION LE`7. REF c - 206. 3.3670 E INFORMATION - /E FI XTURE PAI,>•I�L - - :- �_ _ _ ._--: _ _ _ REMOVE NAVY TTti: AG€ AT STGRIiFRONT E3 ELECTRICAL SCHEDULES I . 1DESIGNATiONS RETAIL 21, cF 30 720 TOTAL EX RLOLiiRECI 3 - INSTALL (N) 'OLD NAVY SIGNAGE. 3-2 UG HT FIX SCHEDULE SHEE STANDAP.D & BRAO(ET __.. _ _ ___ - _ XIT _ FIRE DEPARTMENT: E __-- _ - -- .ste €T tiiiv3cR .: _E3_ -3A _ E LECT 2 1 CA l� _pET_A.�S � • • - - ^ - - - - - _ - _._ . - PROY.DE POWER fCTR {N - ITEM OF THE WlIEEK S[Gi�t �. � DOOR MARK / FOR MERCHAhOtSE STOCK/STORAGE IC�RAGE 1, 80 � 3v-; 6 T � - - -- - --- SEE AO- 2 SF!EL:':�:G --- - -- - - - - - -_ ._ _ .__- --. -- _ _ _ -- - -- - _ -- _ - _ - INSTALL �N OLD NA OVAL FLOOR LO GO CITY OF 11JKIIlA FILE DEPARTtEJVT 3 - E DETAILS _ •) E -- SHEET NUV19ER: Cf TAu REFERENCE OFFICE 110 10�} 1 IDIOT EXITS WPRO:•.DED 3 - WSiA�L (Y) WINDOW GRAPHICS 0 STOREFRONT' IEA►DWARTFPS ST AMM 51 1 REFERENCE TO --� _ - RE�+tO1F (E) - STAR - GRAPWC FROM SALES FLOOR 444 J64DOAI:R PARK CAST E4 ELE CTRICAL DET -- - _: --- - -- CORNER GUARD -- -- _ - - - - GC TO PERFORM ' FINAL CLEAN' OF Alt AREAS AFFECTED BY (N) 141ORK TUWGLA WA 98188 E4 - 2_A CASH DETAILS S.`wET :VUIJ�R TOTAL NVUVN3ER O OCCUPANTS - 0 C0IIPLE OF ALL WORK TEL. 2106.5754404 E5 OA -- - ELECTRICAL SPECIFICATIONS _ ' _ _ KEYNOTE AO�OA PLAN LEGEND 10 SO. FOOTAGE /OCCUPANT LOADS 7 SCOPE OF WORK 4 REJECT TEAM 2 DRAWING INDEX 1 9 �, r R EM OD EL ONR 2006 • ,1 1` 1 1 t PANT A1 DOOR 3 «1 Z :'1 EXT END \ «, I PAI FL OOR . :'} 1 OLD NAVY Mill f 1 « W - L O THER IMPE W/9 0 i�S�i�S�S� S�i�S�S�S� �i� Sri` i` S` S�S�S�S� / �S�S�S%S�S�S�S�S�S�S�S�S�i�S�i Sti�S�SS i�S CORPORATE ARCHITECTURE GAP INC. % % % '1 3' '1 ` " 111: ��i�i�1 �S %iZS�S i i�i�S�S�i�S�S�S�S� 901 C HER R Y %����������;��������;� Z-S�S�S SAN BRUNO CA .. F.. (650) 952-4400 * PAINT ALL C OLUMNS ' mill BASE * '►1 111' ) ', ��� `i 1 1 VINYL ' Elm ' :! 1 LO CATION: • 1 PARKWAY SUPERCENTER FIT71NG ROOM PROCESSING CART as Bunn I ! MI «' 11' • 3' c m _ ® ►1 i iZ t 1 ; ♦ ' :) ' : 1 ' 111" 9 8 1 88 f' F IN 1 1 4 F 1 «1' «'f 41 1 I f 1 1 1 ZI PAINT ALL DOOR FRAMES ILI •_ "1 )JR1 OTHER IMPERFECTIONS W/ PAINT WALLS TO lOr-O" ' ► `h ! N OTED 1 ` 1 I' SEE DETAIL 1 1 1 7 17 1: 1 F7 .771111111111 ►•\•\•♦-♦•♦• ♦• ♦• \., \•♦ \ �• \•v•rvv\•vv♦ vv�:•••\• �• vvv.♦• v�• v♦•- ♦•�•vv\•v♦- \•v♦�v\•\-�;♦•�• �: ♦ v.•.•v � Architects W. &jrbank !' :•f ',► r F 1'I 1 `% �I�% t::! jr1% �I�'J�I�Si��� %�Ii %�I� %�l.�I�I�I �I`I� %�%�If: I�I���1�r`,•,�I�i: % \�� \� \� \ji �, ! \� rj,j'i�`� .� \�`j���l \;�� \ r \ % S�S 0% \ ' • \�\ �% /N! .11 I!'L /�! It/ ��t! �!�!�!�!�!�•:�1�!�!�!�!�!���!�! /\t!!! !� /�!�!�I`!� /� /� /�!�!�!� /� /�! I�h!�! 0 NO NE I NONE `Z `C h 1 ► 7' I 1 1 ; .) : 111 FRAMES I soeo � I FILL Am CRACK% spAi AND TH IMPERFECTIONS W/ OTH PAINT ALL DOOR �' 1 1 7 ► 3 7 ` EM M M M 1' 1 1• 11t111•■k C SPALLS AND OTH I MPERFECTIO NS B ill I '3 1 `r r f► f'1 ®SSQ nil 117,727671111 1 S 1 FOR FINISH SCHED 2. WALLS TO BE PAINTED FLOOR TO CEILING U.0.11N. Ell a 1',J GENERAL CONTRACTOR 1 ► i' • f ! 1 ITEMS 1 1 1 IN THIS MATRIX ARE TO PROVIDED BY GENERAL 1 1' I GEN ERAL 1 ,' T COORDINATE S DELIV 1 INSTALLATION NTH % MER . N OTES GENERAL CONTRACTOR TO PRO AND INSTALL PIPE SU P P ORT 1' S b BLOCKING AND ROO WI�I!m i��iE 4u ELECTRICAL PER MEET A6-3A. OF 01M : :I CONSMETM li Z MW tl I' I ►11' I MM , 1: I•E E FI 1" 1 I 'r 1 1 • ' S.p f' t' ; • , E CONNECTIONS I '1 WPIS FWM BY OW III AW !' TO COORDINATE LOCATION OF 1. i t' ' 1 BMW C ME RWM ITY CF BE a II 1' ' 1 ff' ` I 3. OM 11 I' TO MMIE INSTAUTIM `I :! SMU M VBM IiAR SIGNAGE R ES PO NSI B ILITY MAT GENERAL N O TES SYMBOLI 1 • '1' , i' 1 • COLOR CHARCO 1 f I •,1 •�1 , A, THIS RESPONSWTY MATRIX DEUNi My 6f t 1 Z' ! LANDLORD ', '71 ITE 11, now 3 1 BE PURCINA MO M DESIGNATED 1 SUPPLIERS B. 1 •, f' I 'r 1 •, � S W MAN !\ 1 ' A DDITI ONAL I NFORMI ` ;p ���! %i %� �����: %� �l %�;; %� %� %; %: %� %� %�� %; %: !��i ��!�!;�1!��: %� %� %� % %�i�i� �;i ?%: %� %� %� %� % ? %1I�I; /`i. %: %: %� %� %; %` %� %� %� %tI�% \ 1 1 4 1 �'! 1 ',1 'r 1 « ► \ L'1 \ .� a 1. 1 -_ . .�•_ •\ ♦ _ ,:.I.r I .•1 / r / r.I I I I / / / I I D ATE: 1' :'Z f' X41', Z7' '... ! 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DESCRIBES 1' Z' 1 1 ► 1 I 1 1. 1 COMPLETION « READY 1' �S2iii; i; i, is :.i;i.:• i;:::; S: i:i: is� ::�r.'i.r::�i:::i:i ?i:::i:S�:? :'+ �:,'✓:i;::i:�;r':�i�i�i�i:i:i�i REMSI 3 1 7 3' 3 1' 11 w • 7 / �n/{ ��r�/:/;/:////: r:!.; i {/ti / {/ :/;i:/; /: /�i:!;r�!�/ :/�/ /� vvv {! 3 M USE l!�!�ti:!�!�!� :aZ!�C�ti� '.�J.<•.v: %�l.��J:!:•:��:�.�•::!: %�� : ':'<!� :� / � �•_� �:�•:�•..•: <•.� ��!• r:!.!�tii :: %�'� +.a<' � i�.� �!i � :� %1!<l:! \!�!�!�!�/ I1 :Z 11 •f ' 3' `' i `i r 1.\ 3 7 r «1 1 1 « :•r77 1, . P ROVIDE 1 'r N Is.` AND *i COM AND READY !' INTENDED M MES 1 RUNISE DE IN GREA DETAIL 1 f ! F' :'i 1 1 'f •' Z' t I I •1 1' 1 'f f 1 'i 1 1 PMl CONTACT BOB C 3'f' ( 8 01 f Y OR « ( 70 7) 592-Tn4 GY P" BOARO UW 5/8 TYPE Y GYP- 2 G ASTM E-84 UNDER THE MILL-BURTON ACT. IT HAS A FLA.ME SP RATE OF 15 RjEL CONION OF 1SMOKE DENSITY OF 1 % ti % %i�i�i�i�i�i�i�itii `�i�i` /�i�i�i�i�i�i�i�i CONTACT I U GYP" ASSOCIATI 1 %i lili�i ♦i�ili�i�ili�i�i�i \i1�1i\ili \i? iii \i�i;iii;i�i�i= i \i�i�i\ iii \,\i1i�i \� ♦��ili�i ♦i�i�i�ilili v:ii�i� I 11' FI ��� / \�ti•���� \ +�7f�N: /1 ��'i'� +> ��: ��: ��?��: 7`/ ��: 5' s`%"; '' /fi�i > +�i� /'i:�,�i' /��i� �;''ti'`Sti'`S�i \ S i�i�i�i P i IT HAS A RAME S 1 7 CONTRIBUTION • 4 ♦` 1 1 DENSITY ► Z 1 1► li' «1 «'• ` i' 1 'r ' t 1 f' " 1 f I « ` 1 1 11 C ONTACT . , W ( 80 0 D 3 1 } 1 C SXVE « t (51 489-95M Sli MVI WVANAIR : 1► 1 1 • y 1. • •1 •1. ! •.• rl 1 VI T01; FCAVALOEH)"DE-FREE . 1 • • ;- • WOOD- OR s• N TIIIII SHEET TITLE: "IT COV li' :fl II PRO JECT INF R ETA RD ANT 1 PRO ! W PAN1 IT RAS A FLAME •• 1 O F 12 `• •. J OF 9MCE WYIELOPW OF ► AW Fla SHEET NU%IBER: MAIN El M «► J' 1 11 RESPONSI CCKTAI (8101D) 6M-2241 N U.Si OR (800) 361-5150 X CANADA FLAME SPREAD RATINGS • FL ' LEGEN FINISH SCHEDULE AO I A _r III r l I I I I 1 I ENTRY PHASE 1. 2 1 1 1 I 11 1 I1 1 II 0 - - -- -- I - _il -- 1 11 1 II I I! 1 II CASHWRAP AREA I 1 I PHASE 6 I it I II I 11 SALES AREA I II PHASE 1. 2 I I I I II I II I Ii ENTRY I II PHASE 1. 2 � II 1 i 1 1 I ZONE VII PHASE 1 & 2 0 ZONE IX PHASE 6 ZONE V1 SIN S E, I � INS IIC ON - IV - 11 SNI S X10 R; RU �° 11 �� 11 I NL Nx S.0 �\� 11 I INS I ZONE III PHASE 1 & 2 s � FLOOR PLAN fl : IN i I J�1 i 1 I I� I V 1 V , 1 1. � L-- - --- i F F L t Ft FULT ZONE II PHASE 1 & 2 1 7r 1 NR 2 ZONE I PHASE 1 & 2 STOCK ROOM REMODEL FITTING ROOM AREA KID ww PHASE 1. 4 GAP INC. CORPORATE MMWCTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 MANAGER'S OFFICE STORE NO 5359 PHASE 3 LOCATION: PARKWAY SUPERCENTER MEN'S TOILET 17470 SOUTHCENTER PKWY PHASE 5 TUKWILA, WA 98188 TOILET ROOMS VESTIBUI G AP PROD. I.D.: 0000039437 PHASE 5 VERSION: 08/18/05 M SINK ARCHITECT: PHASE 5 Linane/ Drews WOMEN'S TOILET Architects PHASE 5 ( xm w.861bul` Bl.d 8u bank. CA 9150.5 s 818972x060 818543 -IM Fax rune nvrr i nri PHASE 3 NOTE: ALL WORK TO BEGIN 1 HR. AFTER STORE CLOSES TO PUBLIC & END 6 AM THE FOLLOWING MORNING. SUNDAY NIGHT THROUGH THURSDAY NIGHT. CONTACT CPM FOR STORE SPECIFIC HOURS OF OPERATION. STAMP: A Cf alL J. mr F D3i :+'S STATFAF ASMS.C•7A\ CONSULTANT: PL 11N % ISSUED FOR: DATE: PERMIT/81D/LL- XX/XX/XX I la, CONSTRUCTION: REVISION: a ZSI r a I a a Z\ Z\ I a I a a r Z\ NOTE_ ZONES ARE SUGGESTED: MAY BE SCALE: AS SHOINN REVISED BY G.C.. BUT MUST BE DRAWN BY: t.O.M. COORDINATED WI CPM. i JOB NO.: ON528.00 SHEET TITLE: PHASING PLAN L SHEET NUMBER: NORTH SCALE: A s • if 1 0 ..A 6 14 r 0 i Ai r KEY DESCRIPTION ONR 2006 O REMOVE AND DISPOSE OF (E) SALES AREA SHELVING REMODEL UNITS AND END GRID PANELS. TAP EXPOSED ANCHOR BOLTS 1/4" 1S PATCH &REPAIR CONC. DISTURBED 8Y (N) WORK W/ CONC. FILLER BELOW FINISHED FLOOR & FILL WITH CONCRETE FILLER. O REMOVE EXISTING GYP WALL PILASTERS — PATCH AND REPAIR 17 NOT USED ® j ADJACENT WALL TO MATCH (E) FINISHES. 18 REMOVE (E) GYPSUM METAL STUD WALL — PATCH AND REPAIR FLOOR Vl� O TO ACHIEVE A SMOOTH CONT. SURFACE W /ADJACENT FLOOR. GRIND O REMOVE AND DISPOSE OF (E) CARPET. PREP CONC AS NECESSARY. SEAL WITH S1 PATCH AND REPAIR WALLS & GAP INC. CONCRETE FOR EPDXY SEALER. CEILING TO MATCH ADJACENT FINISHES ALL SURFACES SHALL BE CORPORATE ARCHITECTURE SMOOTH & CONTINUOUS. —SEE A2 —OA FOR (N) OPENING FRAMING. 901 CHERRY AVENUE SAN BRUNO, CA 94066 REMOVE (E) DOOR — FRAME TO REMAIN. FILL VOIDS IN FRAME RELOCATE (E) CHEVY TRUCK FIXTURE — SEE A2 —OA (650) 952 --4400 O4 FROM HARDWARE REMOVAL & SAND SMOOTH AND PREP TO RECEIVE 1 s FOR (N) LOCATION (N) FINISH. STORE NO.= 5359 O REMOVE AND DISPOSE OF (E) FITTING ROOM DOOR AND HARDWARE O REMOVE AND DISPOSE OF (E) "ICE CREAM TRUCK" ACCESSORY LOCATION. TYP. HINGE TO REMAIN AND BE REUSED FIXTURE. — PATCH AND REPAIR FLOOR AS NECESSARY PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY O REMOVE AND DISPOSE OF (E) FITTING ROOM BENCH 21 REMOVE AND SALVAGE (E) SHELVES & VENDING MACHINES. REPLACE AT TUKWILA, WA 98188 TOPS TYP. ALL FITTING ROOMS COMPLETION OF PAINTING AND KITCHENETTE SCOPE OF WORK. O REMOVE AND DISPOSE OF (E) VINYL BASE -- SCRIBE ABOVE ( €) 22 REMOVE AND SALVAGE (E) SHELVES & STANDARDS FOR (N) VINYL BASE TAKE CARE NOT TO DAMAGE GYP WALL. KITCHENETTE. RELOCATE PER CPM DIRECTION. W PA i ID: 000=437 VERSION: 00/1 Q 05 O8 23 NOT USED RELOCATE (E) EMPLOYEE LOCKERS — SEE A2 —OA FOR ARCHITECT= (N) LOCATION O REMOVE AND DISPOSE OF (E) 6) PANEL ACCESSORY FIXTURE. PATCH & REPAIR FLOOR AS REQUIRED TO MATCH (� —SEE 2/A1 -1 A FOR ADDITIONAL INFO. Linane/ Drews 10 REMOVE AND DISPOSE OF (E) VINYL FLOORING & BASE Architects IN TOILET ROOMS, PREP. CONC_ FOR EPDXY SEALER. X00 W. Bwba:d. Bh3. Bo Wj*, CA 91M 810'125M 11 NOT USED 81aS483o91i ra+c O 12 AT END OF CONSTRUCTION. G.C. TO REMOVE, DESTROY, AND DISPOSE T A K IM 1 OF ALL OBSOLETE FLOOR FIXTURES AS INDICATED BY CPM. 1jr l k xjl . 11 - o r STAMP: 13 REMOVE AND DISPOSE OF (E) CARPET AND BASE. CUT CARPET FLUSH TO EDGE OF (E) • • •. SAFE. (E) SAFE TO REMAIN IN PLACE DURING MANAGER'S OFFICE SCOPE OF WORK. i - 760 2E'1:i FcC T 14 REMOVE STAR GRAPHIC FROM FLOOR. COMPLETELY CLEAN ALL ADHESIVE / PAINT RESIDUE FROM FLOOR. SEAL PREPPED AREA W/ t2 EPDXY SEALER. 1. !FS = DR • S 15 NOT USED DEMO PLAN KEY NOTES"� 2 flONSlLTANT= 1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2. PROVIDE AND MAINTAIN BARRICADES. LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING. WORKERS, AND PEDESTRIANS. 3. ARRANGE AND PAY FOR DISCONNECT. REMOVING AND CAPPING UTILITY SERVICES WITH AREAS OF DEMOLITION, DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY CO. AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 4. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY ISSUED Fft DATE SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. PBTMIITIBM: )OUb(1)0( CONSTRUCTIOW- 5. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSESSION OF MATERIALS BEING DEMOLISHED. IMMEDIATELY REMOVE FROM SITE. 0. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE REVISION: Z\ NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. Q PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS.. PHASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. Q 7. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING Q JURSIDICTION. 8. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED AT NO COST TO Z\ THE OWVER. Q 1 2. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. Q M IN AN OPEN STORE ALL STORE DEMOLITION WORK SHOULD BE CORDINATED WITH THE Q BRI STORE MANAGER SO AS NOT TO DISRUPT STORE OPERATIONS. AREAS OF NEW Z\ CONSTRUCTION SHALL BE CORDONED OFF TO PREVENT DES AND DUST FROM GOING INTO THE REMAINING SALES FLOOR. ACCESS TO STOCKROOM MUST BE MAINTAINED. Q U. REMOVE DEMOLISHED MATERIALS. TOOLS AND EQUIPMENT FROM SITE UPON Q COMPLETION GF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE GAP PROJECT — MANAGER. 12. ALL E)GSTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS SCALE= AS SHOWN ORIGINAL CONDITION. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WMORK_ DpAWN By: :AAa 13. REMOVE ALL ABANDEO IMPROVEMENTS. NOT PART OF SCHEME, IN CLUDING ELECTRICAL JOB NO.` ON506M AND MECHANI IMPROVEMENTS UNLESS OTHERWISE NOTED IN CONSTRUCTION DOCUMENTS- S EET TRLE: D E F I N I T I O N S : ' �DITsEXISTI� K WI TH FI TH SCHEME MAY E RE—USED. THE OF PROPER X10 PLAN LEGEND /NOTES RE MOVE: USED FOR NOTATION OF GENERAL DISPOSAL NEEDS. REIKOm do DISPOSE OF : USED FOR BRAND SPECIFIC ITEMS THAT ARE NO LONGER 15. CONTRACTOR SHALE., IN THE WORK OF ALL TRADES„ PERFORM ANY AND ALL CUTTING, 91RET NA%:� REQUIRED BY OLD NAVY AND SHOULD BE DESTROYED AND DISPOSED OF. PATCHING. RESTORING, REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE WORK REMOVE & SALVAGE USED FOR ITEMS TO BE SAVED AND RETURNED TO THE STORE AND RESTORE ANY DAMtAGEO SURFACES RESULTING FIRM THE wO K TO THEIR ORIGINAL MANAGER FOR RE —USE_ CONDITION. ALL ROOF PATCHING SHALL RETURN AREA TO LIKE NEW CONDITION. DEMO PLAN GENERAL NOTES saw- 1 Al 2 4 -.0aaA r r _,. 1 ENTRY -- 16 I fl I II I II I I 24 I II II I II CASHWRAP AREA ,s I H I II I II II I II SALES AREA I 12 16 I H I it I II ENTRY f L .-j .1 I I i i kid kid kid k 1 — 1 1 kid kid Typ. Typ. kid k 1 — 1 kid kid LI_I i LU I LIJ I LU �a �i Ate\ I 14 8 A� rya uJ np. - kid kid I i I I I I TV- WO 1 TYP. I kid kid kid I I I I F - T - - F � � � �� � � L_ I +1d f l+ I IH I kid kid kid 'kid I I kid kid kid k I kid I TYP_ i kid L_IJ LIJ LIJ I_J 14 ! I L L J I I 1 r I � � I Ac I I I i � I I '• ' L I i ! ' I kid Fid TY k TYP. Li I I � . �!J � J :E T � T�TZI a: -L- i s r rI� f H L vp • r � 1 i 1� r te_ o 0 0 DEMO FLOOR PLAN ONR 2006 <<<<<<<<t REMODEL Y ! 23 STOCK ROOM 22 ! I GAP INC. CORPORAIE ARCN 901 CHERRY AVENUE FITTING ROOM AREA SAN BRUNO. CA 94066 @0@ (650) 952 -4400 ! I MANAGER'S OFFICE STOF E ND.- 5359 f 13 16 LOCATION PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY — ' cAI I MEN'S TOILET TUKWILA, WA 98188 TOILET ROOMS VESTIBULE GAP M. ID: 0000039437 4 ,6 VERSION: 08/18/05 MOP SINK ARCHITECT: r 1 � Linane /brews r wo WOMEN'S TOILET Architects �4 0-1 3500 W. B abu& Bh 10 1s Bwber:k.CA 915M r 8l8972506Q j ! 8!8 859.3695 Fax EMPLOYEE AREA STAIuP: T F TYP. I� 11 �� IJ I 14 l x i i LIJ I i rF l 1 I 1 i I I TYp E' I I � E r : -- i TYP. I I I. i r �i 1 ` r f 7572 1 iRC�i!�_C= F a C -0 o 3 Z 61%, 0-10 l.AMES E- OR7 S i OF i+ :%GTO\ MANAGER'S OFFICE NOTE: GAP INC. VENDOR WILL REMOVE COMPUTER SYSTEM PRIOR TO FLOORING SCOPE OF WORK JTV ISM FOR: DATE: PERMIO lL: )oV)ocl)Oc CONSTRJCTION 1 REVISION: I / \ I SCALE: AS SHDWN DFWAW BY: TAAL JOB No. aamm SHEET NLke& M RTH SME. Al -2.1 A 2 0 • 4 0 9 0 a -.4maj r KEY DESCRIP ONR 2006 REMOVE A DISPO F RE M O D E L O AND OSE OF ALL LOURESCENT LIGHT FIXTURES AT SALES. FITTING ROOM, AND STOCKROOM AREAS O2 REMOVE AND DISPOSE OF (E) PENDANT LIGHT FIXTURE 0 O REMOVE AND DISPOSE OF ALL TRACK LIGHTING FIXTURES AND GAP INC. HEADS AT SALES AND FITTING ROOM AREAS OORPORAiE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 O (E) FLUORESCENT LIGHT FIXTURE TO REMAIN (650) 952 --4400 RELOCATE (E) SUSPENDED SIGNAGE - REUSE (E) FRAMING STOITE ND. 5359 OS SUPPORTS AND MOUNTING BRACKETS — SEE A3 —OA FOR (N) LOCATIONS LOCATION: U6 NOT USED PARKWAY SUPERCENTER @RELOCATE (E) EXIT SIGNAGE — SEE A3 —OA FOR (N) LOCATION 17470 SOUTHCENTER PKWY NOT USED TUKWILA, WA 98188 n8 I V REMOVE & DISPOSE OF (E) CEILING OUTLETS GAP PK ID: 0000039437 10 REMOVE /SALVAGE & PROTECT (E) MUSIC SPEAKERS FOR FUTURE REINSTALLATION VERSION: 08/18/05 AFMITECT: Linane /Drews Architects I= K. BurbanL Bhxt Burbank CA 915M J 81897250M 918 843 3895 Fax 11 REMOVE AND DISPOSE OF ( � E (6) PANEL ACCESSORY FIXTURE. PATCH & REPAIR FLOOR AS REQUIRED TO MATCH — SEE 2/A1 -1 A FOR ADDITIONAL INFO. STAMP- 7672 u ARV k.i rECI f I G _ JA IFS DR. DEMO REFLECTED CEILING PLAN KEY NOTES 2 ooNSVLT,aNr: 7. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURSIDICTION_ 8. REPAIR Al DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER. 9. BURNING OF MATERIALS ON SITE IS NOT PERMITTED. 10. IN AN OPEN STORE ALL STORE DEMOLITION WORK SHOULD BE CORDINATED WITH THE STORE MANAGER SO AS NOT TO DISRUPT STORE OPERATIONS. AREAS OF NEW CONSTRUCTION SHALL BE CORDONED OFF TO PREVENT DEBRIS AND DUST FROM GOING INTO THE REMAINING SALES FLOOR. ACCESS TO STOCKROOM MUST BE MAINTAINED. 11. REMOVE DEMOLISHED MATERIALS. TOOLS AND EQUIPMENT FROM SITE UPON - COMPLETION OF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO THE GAP PROJECT MANAGER_ 12. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS OWGINAL CONDITION. PROTECT WORK FROM DANIAGE RESULTING FROM THIS WORK_ DEFINITIONS: REM Q : USED FOR NOTATION OF GENERAL DISPOSAL NEEDS. REMOVE & DISPOSE OF USED FOR BRAND SPECIFIC ITEMS THAT ARE NO LONGER REQUIRED BY OLD NAVY AND SHOULD BE DESTROYED AND DISPOSED OF. REMOVE &SALVAGE USED FOR ITEMS TO BE SAVED AND RETURNED TO THE STORE MANAGER FOR RE —USE. 1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2. PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE REGULATORY ADVISORY TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. 3. ARRANGE AND PAY FOR DISCONNECT, REMOVING AND CAPPING UTILITY SERVICES WITH AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED UTILITY CO. AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 4. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY ISM FCW DATE: SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS - OV: 5. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSESSION OF MATERIALS BEING CONSTII99 PBiIATBWLLLL- l0U)OU)0( - DEMOLISHED. IMMEDIATELY REMOVE FROM SITE. 6. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO THE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. PHASE REVISION: DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 13. REMOVE ALL ABANDED IMPROVEMENTS. NOT PART OF SCHEME, INCLUDING ELECTRICAL SCALE: AS 9VMl AND MECHANICAL IMPROVEMENTS UNLESS OTHERWISE NOTED I N CONSTRUCTION DOCUMENTS. DRAWNN BY: im 14. EXISTING WORK: WITH PRIOR APPROVAL OF GAP AIN THE RETURN OF PROPER I .Kts N0. (N50&0O CREDIT. EXISTING WORK WHICH FITS THE SCHEME MAY BE RE —USED. I S fET TaL,E- 15. CONTRACTOR SHALL, IN THE WORK OF Al TRADES„ PERFORM ANY AND ALL CUTTING. DEMO RCP LEGENO/NOTES PATCHING. RESTORING. REPAIRING AND THE LIKE NECESSARY TO COMPLETE THE INWK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL ROOF PATCH -NG SHALL RETURN AREA TO LIKE NEW CONDITION. SHAT N11+01: 16. GC TO VERIFY & COORDINATE. AS NEEDED. ANY OFFSITE STORAGE LOCATION FOR ANY LIFTS DURING STORE HOURS. (STOCK ROOM MAY BE USED IF SPACE ALLOWS, VERIFY 11171 STORE MANAGER). DEMO PLAN GENERAL NOTES Al -3AI 0 IF L -1 9PJIk V# 1 E -..Maio i 3 H eh A� W ~ <1<<<1<<<<<<< til � W O) V (A �.. �; � � •• Ii � .. W < •ci r•C 1.. J too W W I y � qe_ � a m 46 - Lai W t W �� ' - 4 ,e u Q , O O a G7 M LaJ ~ Z N'! W LU � Zo � (� � N' Z � �Q ► I yo Law �I C 3 Idol , .. ... .......... ..... ....,.:...................w ... ..... l.... .......... ..... .......... ....,.I.. ..... .w...... .......... ..... .... r.l.. ..... .......... ..... .. ...... ...,... ...... ..... .... .... 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L -- -------------- C19 I.- . � I I � , y � W �o CIo W 2 1 0 t� 1 T omas 2 .# to N z :5 a 0 z UIMM W U W W J Lies W w O 2 L IJ C • . , • • qr IF r hkh.,. r KEY I DESCRIPTION O INSTALL (N) "L - FIXTURE" - SEE 1 /Al -1A FOR COUNTS 0 (N) 2' -2" END PANEL - SEE 1 /A1 -1A FOR COUNTS O INSTALL (N) "T- FIXTURE" - SEE 1 /Al -1A FOR COUNTS O INSTALL (N) 4' -0" ENO PANEL - SEE 1 /A1 -1A FOR COUNTS n INSTALL CHICKEN WIRE TO CAP VOID SPACE O IINSTALL (N) FITTING ROOM BENCHES TYP. OF (10) STANDARD, (2) END, & (1) HC. ( INSTALL (N) FITTING ROOM MAT, 3'x5' TYP. OF (12) STANDARD. (1) H.C.. & (2) 2'X3' CARPET MATS ® 3 -WAY MIRROR. IINSTALL (N) FITTING ROOM DOORS TYP. OF (12) STANDARD & (1) D14C. O I INSTALL (N) FITTING ROOM DOOR NUMBERS (COORDINATE NUMBERS WITH PLAN.) IW M ID: 0000039437 I PAINT (E) PERIMETER WALLS AND CEILING - SEE PHASING NOTES AND ROOM FINISH SCHEDULE FOR DETAILS. HIGH DUST & CLEAN ALL SURFACES ABOVE 10! -0" A.F.F.. TO INCLUDE TOPS OF LIGHT FIXTURES BEFORE PAINTING INSTALL (N) VINYL BASE @I (E) COUNTER TOP W/ FLOOR SAFE TO REMAIN IN PLACE DURING MANAGER'S OFFICE SCOPE OF WORK. i3 PAINT (E) SALES AREA DOOR & FRAME [B SALES SIDE ONLY. REPAINT (E) CLOSER ONLY IF PREVIOUSLY PAINTED 14 f PAINT (E) STRUCTURAL COLUMNS EA TO BOTTOM OF JOIST. 15 I (E) "GROCERY" STYLE CASHWRAP. - SEE Al -1 A, A7 -OA. AND A7 -2A FOR ADDITIONAL INFO. 16 I(N) 25 1/2" W X 45 1/2" L FITTING ROOM PROCESSING CART. FLOOR PLAN KEY NOTES ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, V.C.T., ETC. RELOCATE FIRE EXTINGUISHERS AS DIRECTED BY FIRE MARSHAL IN FIELD. RELOCATE nRE STROBES AS DIRECTED BY FIRE MARSHAL INFIELD. RELOCATION OF ALL CASHWRAP EQUIPMENT TO BE COORDINATED W/ GAP VENDORS (MUZAK, IBM. SENSORMATIC). GC TO VERIFY AND COORDINATE AS NEEDED STORAGE OF ANY LIFTS DURING STORE HOURS. USE OF STOCKROOM IS ACCEPTABLE IF SPACE ALLOWS. V.I.F. PROJECT CLOSEOUT PHOTOGRAPHS REQUIRED. DOCUMENT ALL COMPLETED WORK WITH DIGITAL IMAGES AND SUBMIT TO CPM. FLOOR PLAN LEGEND/NOTES :rT NOTES KEY I DESCRIPTION 17 I PAINT (E) FITTING ROOM DOOR AND FRAME [P7] FITTING ROOM SIDE ONLY. 18 I PAINT (E) DOOR AND FRAME [n BOTH SIDES. REPAINT (E) CLOSERS ONLY IF PREVIOUSLY PAINTED 19 NOT USED O PAINT FRAME 21 INOT USED PROVIDE ELECTRICAL OUTLETS - SEE ELECTRICAL FOR POWER 22 REQUIREMENTS - TYP. OF (4) 23 PNSTALL (N) AUTO FLUSH VALVE RETRO FIT KIT AT TOILETS & RINALS - SEE MECHANICAL 0 AINT P WALLS P4 ABOVE WAINSCOT TO CEILING, INCLUDING CEILING. 25 I INSTALL (N) TEMPORARY PRIVACY LOCKSET AT TOILET ROOMS - SEE Al -1A FOR PHASING INFO. O INSTALL (N) BABY CHANGING STATION. @IINSTALL (N) KITCHENETTE 28 BOOTHSET FIXTURE LAYOUT STARTING POINT. O PAINT WALLS 01 TO (E) PAINT LINE (DECK OR CEILING IF NO PAINT LINE). 01 PAINT WALLS 300. FLOOR TO CEILING. PAINT CEILING Mfl 31 `INSTALL (N) DOOR HARDWARE - PASSAGE TYPE HARDWARE - SCHLAGE AL10S. 626 FINISH. 2 -3\4" BACKSET. STEAM CLEAN (E) WAINSCOT PANELS, TOILET ROOM FIXTURES, 32 PARTITIONS & DRINKING FOUNTAINS AT COMPLETION OF ALL WORK IN THESE AREAS. O NOT USED D AT COMPLETION OF TOILET ROOM WORK - REMOVE ORIGINAL DOOR HARDWARE THROAT & INSTALL (N) SCHLAGE ALTOS 626.2 -3/4" BACKSET O R 2006 REMODEL @910 GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STORE NO.= 5359 LOCATION PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 ARCHITECT= i /AS -OA Linane/ Drews Architects { 3500 W. Burbu-I Bh BurbarA.CA 91.50; 1 8189725M 81634S3695 Fax N��?� 36 ?2 1 tl�:S : �I: iJ \ �Rti::.LCr JAWS 17. D%t': S sc:1%i .- OF 'IV :SF;.%GTl;x FLOOR PLAN KEY NOTES 'A2 0 ft i r • E -.'MmAo 9GtE= OONSMTANT= VJK f ���y ' 1�`.'.�► r KEY DESCR DESCR ON roOF (,~Ot O NOT USED 1 W O (N) LOCATION OF EMPLOYEE LOCKERS -- SEE t 1 _. .= .'•: +�'- 3 /A5 -OA DETAIL 3 /A5 -0A FOR ATTACHMENT METHOD 37 (E) "CHEVY TRUCK" FLOOR FIXTURE. ISM Fft DATE- O RELOCATED (E) REFIGERATOR PERIAT/BBAL: 10U)wxx O NOT USED WGTMXTK)W O DASHED LINE DENOTES GENERAL LOCATION OF SAW -CUT TRENCH FOR KITCHENETTE. wvlSION= Z\ Q 41 (E) "OLD NAVY" FLOOR LOGO TO REMAIN Z\ INSTALL (N) WAINSCOT W2 TO MATCH (E). EXTEND WAINSCOT TO 42 AT LEAST 6" BEHIND (N) BOOTHSET, HEIGHT TO MATCH (E). Z\ INSTALL (N) VINYL BASE TO MATCH (E). Q /—IS 43 INSTALL (N) FITTING ROOM UPRIGHT BASE PLATES AT ALL LOCATIONS ii /A6 -2 WHERE FITTING ROOM UPRIGHTS ARE BOLTED TO CONC. SLAB. Q Z\ (N) FILLER PANEL Z\ 4S (E) PANEL ACCESSORY FIXTURE TO REMAIN Z\ Q O (E) ROTATING FIXTURE TO REMAIN @I(N) TACTILE EXIT SIGNAGE O (E) ELECTRICAL PANELS SCALE= AS SHOV�*I 49 (E) PHONEBOARD ORA%w BY= .JOB VO.= TJOX am5oam ` ► 10L SHEET TiTLf= FLOOR PLAN KEY NOTES 'A2 0 ft i r • E -.'MmAo r 411 2 2 ! t 1 I TYp. I I I I I 4 TYP. # .- 47 n . ..- 41 z ENTRY P I I N ! 11 ! I! I ! I II i I I II I CASHWRAP AREA I I I _ 4t I !I 4 TYP. ! ! I 1T i ! NP. SALES AREA 10 I !I I !I I I I 47 41 ENTRY ? ! t0 a i I I 1 { 4 TYP. I — I t I i I t 44 2 2 S TYp_ s NOTE : GC TO COORDINATE WITH GAP VENDOR TO REINSTALL EAS EQUIPMENT. TYp. TYp. Imo! TYp. �md:l a I I I TYP. TYP. ! 1 NP. i ii zI I Q � iu" I ! NP. z E I i rh I Q TYp. AUGH { i I� — , E f f �TYP. 2 J �e t i I i d 4 TYP- 2 TYP. 0 0 0 0 FLOOR PLAN I II T - v z c� a I 2 I 0 44 a & 1 I ; J i � I 6' -2" HOLD 2 3t t3 I STOCK ROOM o 48 FITTING ROOM AREA 2 - I I 1 MANAGER'S OFFICE 8 , BEAD BLAST do SEAL CONC. FLOOR Tw- ` N 1 MEN'S TOILET 26 I r s . I BEAD BLAST do SEAL CONC. FLOOR V 24 25 32 7 �I I TOILET ROOMS VESTIBULE is Np- - I ®32 13 t8 I I I 2 I MOP SINK • 2_ - - - 1 - - ---- *— - - 23 - -- 34 4 I WOMEN'S TOILET ~ I J I BEAD BLAST & SEAL CONC. FLOOR r t I I � � I . - - - - - -- t3 @@@@@ ,�. -- J a 2 1 r - - -� ( 3t 11 EMPLOYEE AREA v : v f 9 IL IL t t t t t r 1 11 2 1 t 2 -- -- - - - -- --- S 28 — 'n NP. t 12 CLR . 1 I TYp. NOTE t E U TYP. 10m III o� TYP. } 2 t TYP. 2 (2) 233 J1 �G o SEE DETAIL 71A04A FOR FLAME SPREAD RATINGS NOTE: GC TO ENSURE ALL BEAD BLASTED FLOORS ARE FINISHED TO PROVIDE A SMOOTH, EVEN SURFACE DEVOID OF "SWIRLS" OR "BURN" MARKS. IF FLOOR IS DAMAGED DURING WORK. GC WILL BE RESPONSIBLE FOR MATERIAL AND LABOR TO RESTORE A SMOOTH CONTINUOUS SURFACE AS RELATED TO COLOR AND TEXTURE. - 24 MANAGER'S OFFICE NOTE: GC TO THOROUGHLY CLEAN ALL SURFACES IN MANAGER'S OFFICE OF CONT DEBRIS & DUST - AFTER COMPLETION OF FLOOR WORK & PRIOR TO VENDOR RELOCATED COMPUTER SYSTEM MANAGER'S OFFICE NOTE: GAP INC. VENDOR WILL REMOVE COMPUTER SYSTEM PRIOR TO FLOORING SCOPE OF WORK ON R 2006 REMODEL (,D mww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROD. I.D.:0000039437 VERSION: 08/18105 ARCHITECT: Linane/ Drews Architects 35M W. Barbv& Blvd. Burbank G1 915M s 18 W25m T m 618.8493W5 Fax STAMP: iS72 F-GIS�:..P.zi. s e<:.1iir�C e 1; 7FS E 1�1Z iiS ST ii¢ vFt�= Sr:tiG7G\ - CONSULTAN L - REVIEIVED FOR CODE COMPLIA14CE aaeoniffan KAJR 10 21!06 �-i�Y �' f ilK�Vlla ISSUED FOR: DATE: PERMIT/BID/LL:- XX/XX/XX CONSTRUCTION: REVISION: IA SCALE: AS SHOM DRAM BY T.o.M. =_c= C� s r +y��'�� JOB NO.: aN52 &00 SHEET TIZE: r - FLOOR PLAN SHEET NUMBER: NMTH A2-091A IF 4 0 41 0 s • i r KEY DESCRIPTION DET /SHT ONR 2006 REMODEL O 1 INSTALL (2) NEW ILLUMINATED FITTING ROOM WAYFINDING SIGNS GNS 5 / A6 -3A O2 INSTALL (1) NEW ILLUMINATED FITTING ROOM ENTRY SIGN. V � GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVBUE SAN BRUNO. CA 94066 (650) 952 -4400 O3 (E) EXIT SIGNAGE — NOTIFY ARCHITECT OF DISCREPANCIES. 7/A6 -3A D INSTALL (N) NEW NAVY PENDANT LIGHTS WITH (N) LAMPS — TYP. OF (12) — SEE ELEC 2/A6 -3A O PAINT (E) EXPOSED CEILING DUCTS. CONDUIT, AND STRUCTURE P1 — SEE PHASING KEYNOTE FOR DETAILS. REPLACE HVAC FILTERS ®COMPLETION OF PAINT SCOPE OF WORK O INSTALL (N) UNISTRUT — BOTTOM MOUNTED 0 12' -0" A.F.F. STOW NO.: 5359 O INSTALL (N) JELLY JAR LIGHT FIXTURES MOUNTED TO POWERSTRUT WITH (N) LAMPS — SEE ELEC z / As - LOCATM PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 O8 INSTALL (N) POWERSTRUT — BOTTOM MOUNTED 0 12' -0" A.F.F. 2/A6 -3A �9 RELOCATED (E) EXIT SIGN 7/A6 - 8 MUSIC SPEAKER LOCATION 2/A6 -3A GW M ID. 000OM37 11 INSTALL (N) FLUORESCENT LIGHT FIXTURE 2/A6 -3A VERSION: 08/18105 12 RELAMP ALL FLUORESCENT LIGHT FIXTURES AfiCFIITECT: Linane /brews Architects { 3 = W. Bwbw&Bhb Burbank,CA 91505 j sissy e18.BSd3595 FaY 13 RELAMP (E) CANOPY & SIGNAGE LIGHTING 14 RELOCATE (E) - KIDS" ARCH / "ITEM OF THE WEEK" — MAINTAIN (E) MOUNTING HEIGHT AND REUSE (E) MOUNTING BRACKETS AT (N) LOCATION. 15 (E) LIGHT FIXTURE TO REMAIN. 16 (E) CASHWRAP PENDANT SIGN 2/A6 -3A 17 (N) KID'S SIGN 18 (E) MUSIC SPEAKER LOCATION STAMP= i572 isc .eis.zt. =_ ) AR N TIC }-VL_S E DR-% S TATE OF �. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. REFLECTED CEILING PLAN KEY NOTES 2 COWAILTMP 1_ ALL CEILING HEIGHTS ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING OR FIXTURE, UNLESS OTHERWISE NOTED. 2. ADDITIONAL HANGER AND SAFETY WIRES FOR FIXTURES AS REQUIRED BY LOCAL CODES TO BE THE RESPONSIBILITY OF THE G.C. 3. ALL FIXTURES PROVIDED BY THE GAP AND INSTALLED BY SUBCONTRACTOR UNLESS OTHERWISE NOTED. 4. GC TO VERIFY & COORDINATE. AS NEEDED, ANY OFFSITE STORAGE LOCATION FOR ANY LIFTS DURING STORE HOURS. (STOCK ROOM MAY BE USED IF SPACE ALLOWS, VERIFY WITH STORE MANAGER). R %;vri F��1tZ �t ^5 { s lid. i :1 Z ISUfED FM DATE: PMTA D&L: )OVIO(u CONSTRXT10N: REVISION: Q Q Z\ K%WiG Z\ Q Z\ Z� Z\ Z\ Q Z� SCALE: AS SHDWN MAWi N 8Y: TA34 JOB ND: owf" SHEET 'e ft& RCP LEGEND/NOTES S HEET Q Ml A4 ii' A3 OA RCP GENERAL NOTES 1 _.AA M O A LV O Q W W V L 1n 3 H .. �� Q� :, V y dd <<<<<<<<<<< °' O V i< < O 1 a R la W Off.- . U I xN �c°nQ �Y C) q �' .0 • LLM w . N � r • .......................1 '+�...................... a- ♦ e ♦ c:) w S"".fo . -..... _ ..1 W 1 W U 1 V..) u � i� I I 111 t 1 •►. M _y r I& 0 r A III qw r lb ! II � I II I II I II i II I II fo I II I II I it I II 0 I If < FLOOR PLAN a L 9 119 N mv J � L/ N O ■ IT —� F-- I 0 0 0 OE 0 I 0 v v v 0 0 N1 �1 11'. 1 � 1� L F Y � -- o 1� E 0 C; FE3 1 : : C 5 f1h NM74. v REMODEL OLD mmww CAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952-4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROD. I.B.:0000039437 VERSION: 01$/18/05 ARCHITECT: Li nave / Drews Architects �IOW 8udonk8hd WalwAXA 3 1'% N2 Zi.&) STAMP: 6 - op 2 -'2 f i-t;'ws S TA 1: "!jj- CONSULTANT: ISSUED FOR: DATE: PERMIT/810/LL- XX/XX/XX CONSTRUCTION: I REVISION: 0 I 02.13.06 ADDENDUM AlAA I SCALE: AS SHOWN DRAWN BY- T.O.M. JOB NO.: ON523.00 SHEET TITLE: PATH OF TRAVEL PLAN SHEET NUMBER: d 2 IA 9 1 4 a -.AmAi i IT —� F-- I 0 0 0 OE 0 I 0 v v v 0 0 N1 �1 11'. 1 � 1� L F Y � -- o 1� E 0 C; FE3 1 : : C 5 f1h NM74. v REMODEL OLD mmww CAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952-4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROD. I.B.:0000039437 VERSION: 01$/18/05 ARCHITECT: Li nave / Drews Architects �IOW 8udonk8hd WalwAXA 3 1'% N2 Zi.&) STAMP: 6 - op 2 -'2 f i-t;'ws S TA 1: "!jj- CONSULTANT: ISSUED FOR: DATE: PERMIT/810/LL- XX/XX/XX CONSTRUCTION: I REVISION: 0 I 02.13.06 ADDENDUM AlAA I SCALE: AS SHOWN DRAWN BY- T.O.M. JOB NO.: ON523.00 SHEET TITLE: PATH OF TRAVEL PLAN SHEET NUMBER: d 2 IA 9 1 4 a -.AmAi r REMODEL GAP INC. CORPORATE ARCHITECTURE 901 CHERRY A%OUE SAN BRUK CA 94066 (650) 952 --4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROJ. I.D.:0000039437 VERSION: 08/18/05 ARCHITECT: Linane /brews Architects { 3M W. Butbm* Bhd. Burbank, CA 915M J 8189725050 818 - 8433895 Eat STAMP: %672 kCH iCL �� - - (E) WETAL CAMPY _. (E) STOR£s'RONT Ail 4 Do 5 1 /4 4 _ __� . T - I EXTERIOR STOREFRONT ELEVATION SCAL- T -or CONSULTANT: ISSUED FOR: DATE: PERMIT /BIDAL: XX/XX/XX CONSTRUCTION: REVISION: I / \ I SCALE: AS SHOWN DRAV�..N BY.- T.O.M_ JOB NO.: ON528.00 SHEET TITLE: STOREFRONT ELEVATION I NUV em- A4 -OA �I 4 dp s I 6 -.aaAi r 6 ONR 2006 MR Sm [low ' REMODEL 3/4• MEAT EAD CASKET COORS WITH PLASTIC LAMINATE FNISH PL1 INTERIOR WALL — 3/4' my AD.><JSTABLE SHELVES ON RECESSED STANDARDS. SHELVES AND KID mw CABINET NTERIOR TO BE WHITE N N ME ERMINE FINISH SNGLE ROW EMPLOYEE LOCKER. — -3" S.S. SATIN FINISH DOOR PLEL.. SEE SPECIFICATI ONS GAP INC. TYP. — ' LOCK TYP. AT All COORS CORPORATE ARCHTECRW 901 CHERRY AVENUE HpiE= SEE DETAIL YA6 4A fqI B<OCKEIG DETAILS TO WALL NEAR TOP FEPLACE GYP "BEE DISTURBED SAN BRUNO. CA 94066 (650) 952 -4400 AND BOTTOM OF LOCK AT CUING WORK 8 FINISH TO MATCH EACH END OF � F SHALL BE SMOOTH AND STORE NO: PLUS EVERY 360 5359 7 -0- - - 3/4• PLYWOOD COUNTERTOP. ALONG UMTH OF THE ROW LOCATION: - -- �`� co BACI(SPLA% COUNTER ECKE AND BASE <u H 6• i6 GA MTL STIR tEAOERS CARNET COORS WITH PLASTIC LAMINATE FINISH PL1 v SEWO TO FRAMNG 0 BOTH SLOES OF OPENING wi aIP ANIGLE. PARKWAY SUPERCENTER o T-0• AFF. W 17470 SOUTHCENTER PKWY 3' S.S. SATIN FINISH DOOR PILL. NOTE: USE AMMIS WITH MN. 150 LB. WW I�wAU. 6 HEM AND TUKWILA, WA 98188 Tom. PU.L VALUE. p - r F WALL MATERIAL OR GRIP PADJ. ID: 01x10039437 FASTEfNER WILL NOT ALLOW VERSION: 08/18/05 THIS VALUE. USE ENOUGH 314• M)F AD.IUSTABLE SHELVES ON FASTENERS TO ACHIEVE THIS RECESSED STANDARDS. SHELVES AND VALUE WITHIN THE 36• t ARCHITECT: CABINET INTRr TO BE WHITE WL04 HORIZONTAL SPACING. MELAMINE FINISH = RESILIENT BASE ® - CUT TO FIT Q - FN. RR. Linane /Drews SECT ION @ BASE CABINET 7 SCARE: 4 LOCKER ANCHORING DETAIL �, 3 F ITT ING ROOM ENTRY HEAD DETAIL. 2 Architects OO W. rbw Y4 . = r-V y4• = r W 1 �. , s� B �d 8l8.9n:" G H 818.E4�.3bAi Faa I I I STAMP: PLASTIC LAMINATE BAC(SPLASH r - - - -- --- - LL— % \ %572 COUNTER MOUNTED SWC. SEE Jr I. aR C "::! PLIMNG DRAWINGS r " - 3/4= PLYWOOD WITH PLASTIC , �% L 1 > ( E)MEN S > : rc = D z- ". -: S f d INNATE iIa'f G: :titSri`:!.'4N Pu a Wa FRAI NG Cm TAINT: - � J - _ w V p Cm REMOVABLE 3/4• PLYWOOD WITH ! I PLASTIC LAMINATE Pt1 II CAFRAM DISPOSAL � E JANITORS I - WRAP PIPES RSSU® FOR: DATE: PF ih+RT/BIoVLL: xoc/xou�oc ' I ` E WOMEN'S oa >-1rr Cw A�s�t��ilyfi � - C-7' ; L 1 OOI�STRUCTIOI�k t :01-"r `"' �-- •• .: RbC ' '- SECTION @ SINK �� 6 314• = T-W uP N WAIL I � i __ J FxmTNG SW �► - GYP. BD. HEVISION� Q Q WALL-PROVIDE. I r ; i BLOCKING IN WALL I. e� 23 - - - -� - - ; I - -- — -- -- I — - �� ins RY FOR CABINETRY (O n� XISTN6 SAN. 1 E N ER COUNTER .TED � a % r APPROXIMATE LOCATION OF Q S I N(. SEE PLLW I.% I: . E 0 4 SS E� SAIATAIR'f LEtF - VERIFY N I Q DRAWI{11US f 1 � FRO i Poe } Q C AP D ISPENSER - - - -- _ .; 14 SAW OUT 40 OOAC. SLAB FOR SANITARY LINE VERIFY D&TH OF _ - - - -_ 1TRE3CHI N FIELD W/ EXISTING SHIVICE OUTS AFE TO BE STRAIEI: ins - C iI1't AND COIN�IS N 'MTH. 8" F TFII ICH WITH H CO C. I" t M SPECFICATO& BFA".AST 410 TFRMM® Q C") - ------ Y ---- , : ---- SEAL LOCATIOiI�! TO MATCH 0 AQWE W FUR FNS TFOCH SWELL BE SMOOTH PAPER TOWEL n AM LEVEL WITH Id FLOOR DOM 0 MERTS ALLOW FOR I - 0PEi� 12 Q ' I I DISPENSER sLOPE mm To Two v , OCATM OF ft BASE AND WALL CAMET MOYEE - F1EFIGEPATOR - SEE ELEC- FOR w/ SINK - SEE: ELEC AND QC TO DETEEFAOINE SKACT LOCATION OF TF8CI1 1 I POWER r�a,'taEluE♦rFS. FLU 4M 011A•AM FOR ••- _ RECEPTACLE FOR _ - - _ - - AODiTCW K01 MATOL TRiEIr1 H FLOOR FOR N SA19TARY LINE - SEE MEW FOR SCALE: AS SHOlWr MICROWAVE M.0l1TiTED .. AWTIUik IHFOI MATIfiN 5 ` OHtAWN BY: TAlul Lo - % i @ 42' A.F.F. . -. - HE \ � \ •� � � � I~AStH?�F0 OF3 - FE UTE NTS OF —; RECEPTACL GARBAGE ._ _ . �� LOGITlO1I of p VENDING PANT TO 70'JY AFF. S3- AC'=S WALL TO S43 ET TITLE: 1 ' DISPOSAL WaMI ED AT F PAJ cD TO 10r�'i' A.F.F. I VA04*S SEE ELEC- FOR F�Y1 i aEat e�TS. - - - - - -- - - - - - - -: F80CATE� FOw+rPLKp>rff LO4�1S - SEE _ ------ - ii' A.F.F. CIETA1. 3/A5-OA FOR AW OItINIs' t'�AR -ED EWILOWE AREA PEM 3•-p, 3.-0. 3 .= (E) REFIGERATOR RE:oIRe�e�TS` F 6 r7% L 1 1 = . :,� _ ' SIFT i�J1�F L 1_ Scow A5�OA EMPLOYEE AREA ELEV. 5 EWLOYEE AREA DETAIL PLAN �s •r�r 6 r ATTACH BABY CHANGING UNIT TO 40 STUD FRAMING W/ STEEL BACKER PLATE MOUNTING SYSTEM - INSTALL PER MANIFACTUIER'S INSTRUCTIONS CONTACT BROCAR PRODUCTS, INC.: (800) 827 -1207 NOTE: UNIT TO BE INSTALLED W/ STEEL WALL CLEAT AS WELL AS (6) TOGGLE BOLT/ tiV40D SCREW MOUNTING POINTS. E) GYP. BD. WALL BABY CHANGING UNIT (IN FOLDV POSITION) CAULK ALL AROUND UNIT WIT SEALANT - FOR PLAN. SEE 3 A5-1A 42' -7' A.F.F. MOUNTING HEIGHT BABY CHANGING TABLE (IN OPEN POSITION) SECTION BABY CHANGING STATION STAMP- ATTACH BABY CHANGING UNIT TO 10 STUD FRAMING W/ STEEL BACKER PLATE MOUNTING SYSTEM - f1. ITT TA /.T.M ..�• INSTALL PER � M✓ INSTRUCTIONS GYP. W. WALL CAULK ALL ARO WITH CLEAR SE BABY CHANGING !. J•f/ 1 X/ SCl : 314' = T-0' IPLAN @ BABY CHANGING STATION �- r ,. 3 J� I�I I 1 ; iI `i RSTALL WAMCOT 1N' W&EW 1 FIDADVED OR DAMAGED OLPM IkSTALLATIOU OF BABY CHA %f.-W t�aT i r FIN. RR. & f Oi&%M UDT. SEE i WAS i ! ELEVA T ION C9 BABY STATION SfJIk 31S =t�' t t t N 2 (E) GYP. BD. WALL CAUX ALL GAPS WICLEAR LATEX CAW REPLACE OE) J- MOLDING WHERE DAMAGED MT. TOP $ BOTT014 (E) WANSCOT W1 CAULK ALL GAPS WITH WHITE LATEX CAULK l f: .� /f r CUT V. BASE FLUSH TO BOTTOM EDGE OF (E) WAINSCOT , VINYL BASE - NOTE' l STEAM CLEAN EXISTING WAINSCOT TO ACHIEVE A CLEAN WHITE FINISH. (E) CONCRETE SLAB ' { EXTEND H FLOOR FINISH LI DER V. BASE WISE ; APPLICABLE v•. a 4 .a d ° a VINYL_ BASE TOILET ROOM 0 U z Q 3 0 a. 0 0 0 0 1L x z LL 00 srp 5 6' • T-0' oa BABY 01ANGNG UNIT. SEE 2/A5 -1A I :4 aw CFA%M flaT. SEE 2�AS -u TOILET ROOM DETAIL PLAN I t G�� 1 y` 1 _ 51_ Vn o CL-R REMODEL • �D C�1� GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STORE No.: 5359 LOCATION= PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKMLA, WA 98188 GM PROM. lb. 0000039437 VERSION: 08/18/05 ARCHITECT- - 5, 2 F i `=J L I )- v TA NOTE= STEAM CLEAN (E) FRP WAINSCOT, PARTITIONS & TOILET FIXTURES /ACCESSORIES. EIIMEN �L�� Cp�1F�► i � ; , Y ,r�s t�33 tf0 iJ Lam. �r i Bdl Linane /brews Architects 3500 W. Barbaric Bhd. wbafkCA 91506 818972 " 6 318.849- Fax h ,V r 1 1' ►' REVISION: I / \ I N SCALE: AS SHOWN Omwf BY= TAX ,>OB iVQ_ GV528�0 SHI=T TITLE- Eh'T_ARCED TOILET ROM PLAN t.+ a i a..` . •'17:� �11 SHIOtT 1VlA� �k s e i r� f I FIXTURE END PANEL - 'L' FIXTURE. ON 2006 YP. $ T REMODEL H 11 - PLAN VIEW 'L' FIXTURE END PANEL _ DOOR FRAME ° INSTALLED BY BY C ROD TO ARM (� @UD � O WNER ATTACHMENT 5' -10� INSTA HOLLOW CORE ARM ` DOOR SCHEDULE SEE CORPORATE ARCHITECTURE A. WALL UNITS ©E DENOTES ANCHOR BOLT LOCATION 9C CURTAIN AO - 901 CHERRY AVENUE ROD CUP C-, SAN BRUNO. CA 94066 CURTAIN (650) 952 -4400 - INSTALLED PROVIDE AND INSTALL STORE NO.: 5359 BY OWNER - DOOR HARDWARE PER 'T' FIXTURE � DOOR SCHEDULE SEE END PANEL I / � � _ _ LOCATION: �'• of 2 N _ SHEET A 0-2 PARKWAY SUPERCENTER DOOR AND 17470 SOUTHCENTER PKWY �N, KICICPLATE BY TUKWILA, WA 98188 VENDOR 4'-6' SUPPORT -2 INSTALL VERTICAL 10 I I I B. UNITS ©� DENOTES ANCHOR BOLT LOCATION - SEE: _ — OR T GAP PRO:. I.D.0000039437 : FREESTANDING + ' RM TO FIXTURE AS p CUP ELEVATION ISOMETRIC " 08 '$ 05 I SHOWN ON B ARCHITECT: I FIXT. ATTACHMENT ATTACHMENT oaR FRAME RETAIL SIDE BOOTHSET FIXTURE ANCHORING 1/4 - 1 -0 . : 12 UPSTOCK DETAILS' . 9 BOOTHSET DOOR FRAME:. 6 BOOTHSET DOOR FRAME :. 3 Linane Drews 1/2' Architects { MW W. 8 ubu& 81.d. 'L' OR ' FIXTURE AS a w b&nLC � 9M T' SHOWN ON PLAN END PANEL 618M3Ws Fa% `L' OR 'T' FIXTURE AS SHOWN ON PLAN 4' -0' IC END PANEL FRAME � � � NOTE: 9 STAMP: - INSTALL 3/4' LONG BOLTS - J NST TOP - t END PANEL / SHELVES �TYP. PLAN VIEW 0 EACH INSTALL 4 1/2' / BOOTHSET _ HEX HEAD BOLT C "L" 'L' FIXTURE & "T" END � _- _ � . O . 1 i rF t' :� TV - tic T- :iC:F:a'• :� 1• PANEL MOUNTING 'L' OR ' r FIXTURE AS I ALIGN CONSULTANT: MOWN ON PLAN I � 12 BOLT TO END PANEL FRAME I ao 7 PLACES. MIN. J / FDCIURE TO Ste• FIXTURE CONNECTION ® BOOTHSET DOOR FRAME. - - DETAIL AXONMETRIC w B "L" END PANEL/ INSTALL 6 1/2' HEX RETAIL SIDE FRONT VIEW "L" FIXTURE HEAD BOLT �MD�B % ��X MOUNTING BOOTHSET DOOR TO PANEL ATTACHMENT 8 "L" END PANEL - 5 "L"— FIXTURE ---�' SCALE: , 2 CONSTRUCTION: ly — 'L' OR 'T' FIXTURE AS �.�� p` t�� - SHOWN ON PLAN REVISION: 0 END PANEL v OR or qxw ® INSTALL 4 I!f HEX SHOWN ON PLAN � - V HEAD BOLT Q L OR T FIXTURE MOUNTING ' ' PLAN VIEW ZA\ / Q Z\ SCAL€: '/ 0 CONNECTION DETAILS ,. _ ,._ 11 �� — thi 3/4' LONG 0 BOLTS .0- �" e FIXTURE POST LEG I • BOLT TO SCA LE: AS SHOWN 318" DUL KWK -BOLT 0 2' 1 I - 00NC. 2 DRAWN BY: T o.m_ A,1;C 1R tlK3EJC D 3' N CSC. �- ' � PLACES. UK JOB HO.: ON528.CA SLAS U.N.O. SEE 12/A6 -6 FOR 1 I ' �' 11C .� i' FlXTlA2E TO SYK 4'+i *tk? �sY{X� R �_ i I -/ - 1 } Fl"JRE SHEET TITLE: END F�IIE'c ' (E) COKfRETE SAB. i 1 *ORE OGC..'RS /' J CIA, 00[ cbm V.FIf OOw31T - DETAIL : `f , _ '�'1 1111 I - FIXTURE DETAILS FIELD_ AXONMETRIC 1 Crri RETAIL SIDE FRONT VIEW —' =r�,: � �_ � . SHEET NUluEER: FIXTURE ANCHOR 0 FLOOR a . 10 FIXTURE TO PANEL ATTACHMENT 1 . 0 . 7 "T" END PANEL ,; �. 4 "T"— FIXTURE` 1/4 1 _ 0 . 1 A6�OA /� r E—(I NN STREET) —> ONR 2 'L - - -- - - -- -- - - -- - -- ' FIXTURE or END PANELS BOLT TO '�• FIXTURE REMODEL 'L FIXTURE ON STOCK ROOM ' END PANEL BOLT TO 3/4' BOLT AND NYLOC SE EXISTING HOLE ( CONDITION ONLY FIXTURE NUT U 'L' FIXTURE I ) FILLER PANEL L' n ' ENO PANEL BOLT TO CUT TO FIT FIXTURE T" ' END PANEL BOLT TO FIXTURE SALES FLOOR 'L' END PANEL GAP INC. C 901 CHERRY AVENUE SAN BRUNO. CA 94065 ORPORATE ARCHITECTURE 'T' END PANELS BOLT TO FIXTURE 'T' FIXTURE - (650) 952 -4400 SELF TAP SCREW FROM FILLER PANEL 'T' FIXTURE I FI LLER O PANE TOP NO.: ��� TUBE 5359 .1 F AND BOTTOM HORIZONTAL MEMBERS ON END PANEL LOCATION: 'L' END PANEL PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY 1' END PANEL BOLT TO TUKWILA, WA 98188 BOOTHSET GAP PROJ. I.D.:0000039437 VERSION: 08/18/05 ARCHITECT: Linane/ Drews Architects AT PERPENDICULAR BOOTHSETS �,.. 12 SCALE "T" END PANEL ,•_ 9 CORNER END PANEL /FILLER PANEL ,_, ,._ 6 FILLER PANEL'. 3 r �0. k E IS972zm END PANEL 1 ® 8 STAMP: INSTALL 767 2 'L' FIXTURE WHERE ® 0 2 1 2 BOLT OCCURS ' � - 3 •_ ii 3 : E:" � 1 0 INSTALL - - FI ]; I I S r CURTAIN � � st.;:i•r.= ��s�::�c:os 'L' END PANEL BOLT TO FIXTURE ROD OUP Q I . � 'L' FIXTURE FILLER -_ -. ok ® PANEL _ _ IZEdalyib FOR CONSULTANT: C00E COMPUANC — 1 INS T f 4' BOL D f)nr.neir f) I I 11 1 INSTALL END PANEL 5 i M�!� 1 C I I 11 1 3/4' BOLT I 1 1 11 1 'L' FIXTURE 1 1 I ( 1 END PANEL FILLER PANE END FIXTURE FIX INSTALL 4 1/2 BOLT ISSUED FOR: DATE: PERMIT/BID/LL XX/XX/XX CONSTRUCTION: DETAIL AT SUPPORTING PANEL CN . 11 AXONOMETRIC VIEW , o . 8 AXONOMETRIC VIEW ,. � 5 END PANEL FILLER PANEL AXON. SCAB 2 ,_,/ / NONE REVISION: Z\ END PA�I Q END PANEL 'L' END P!��lEl BOLT TO I Q FIXTUR 'L' FIXTURE - Z\ 1 ( I 0 0 FI XTLA(E PERN-DaalLAR TO j i t ; f ^ j 'L FIXTURE I Q V 4S T NSTALL CURTM ROD QR A 2 1/2 BAIT , 4 SCALE: AS SHOVW 1 • DRAWW BY T: O.M. ' 1 ' ? PA.�ti 17 nXTl►TIF - �' .#3 NO.: ONi 528.00 I ! I i It `vim r� "L' RXRK SHEET rrLE: I 'T/L' A)(w FIXTURE DETAILS FIXTL.4E PiLsAILEL TO I UMSWiET i iNSTALL 4 T BOLT r %2 " C"' = '� �:�'� � SHEET NUMBER: ScAlk I DETAIL AT "L" CORNER END PANEL ,_,� ,•_ 10 AXONOMETRIC VIEW , �. 7 AXONOMETRIC VIEW sc 4 END PANEL END PANEL AXON. 1 A6 / NCt+�E We T# r D FITTING ROOM PARTIONS - VERIFY LOCATIONS N FIELD Mi lli s I I� I j. I , EAR slLloolC\ AD AROC>nn MEM OF BASE PLATE TO WT RUM P TO FIT FLUSH 1 FITTING ROOM � � _ R �� T WI�� - V*EFE WU ISOMETRIC VIEW - PLAN @ UP -RIGHT W/ PARTITIONS CLEAR SLI=IE BEAD A AW PEHl4EM OF 0 BASE PLATE H 2 V2• RADNS CHAR V4• THICK RUBBER CAP R NMIED BY OWNER. NST i� %,`` BY GC � I I I I I I T 0=J 1 314'XY FITTING ROOM uP -Roff . H REM CAP - - - TO BE GUED DOWN TO 0 FITTING ROOM I.P -RIGHT PLATE 3• X 3' FITTING ROOM "no PLATE • SLICE T RUBBER ISOMETRIC CAP O 19 FLING ROOM UP-11KFIT VIEW - PLAN @ UP -RIGHT NOT USED ODD PREFABRICATED PRENEASUIED PARTICLE BOARD AM fiW PLASTIC LAMINATE BENCH - AOIddT TO (E) FRAME GRAS BAR ELEVATION O ICHANGING ROOM UP -RIGHT SCALP N FITTM ROOM NLItW DECA!_ - G.C. TC INSTALL ON SITE - SEE I FITTING ROOM LAYCUT OIL A2 -OA FOR NLLAInNG SEDUENCE 1 ° , 1 d 1 1 1 , 1 , 1 ! 1 1 - , 1 , 1 1 1 ! \ ! 1 1 1 1 i 1 , , it It � { ° 1 ! 1 1 1 ! , 1 ! 1 ° 1 ! i 1 1 1 I 1 1 i •1 ; i �% k t ! f , 4 ! 1 , 1 .. 1111 II It 1 ! , 1 1 1 11 11 ! 1 COM LICE I�; - -- -- -- -- 4 OF WA BAR - ! Q O 1 / 1 1 1 1 ! 1 1 1 1 ! N ! 1 1 ! ! Q GRAS BAR ELEVATION O ICHANGING ROOM UP -RIGHT SCALP N FITTM ROOM NLItW DECA!_ - G.C. TC INSTALL ON SITE - SEE I FITTING ROOM LAYCUT OIL A2 -OA FOR NLLAInNG SEDUENCE 1 ° , 1 d 1 1 1 , 1 , 1 ! 1 1 - , 1 , 1 4 ! \ 1 1 1 , ! 1 1 1 , , it It � { ° 4 f , 1 4 ° a 7 Iv i •1 ; i �% k O r II, q; 4 ° .. It 4 4 O Q O 5 . -2 y 3• __ 2. O: _ __ HATCH INDICATES (E) FITTING --�` ROOM STRUCTURE M.D.F. OR I _ GYP. BD. PARTITU S. IF GYP. —� BD. PAINT. t 04) 2' -8• HOLLOW CORE RED PLASTIC LAMINATE DOOR WITH 04 HARDWARE BY !MANUFACTURER I ` REUSE (E) HINGES 9 N) 4'X9' - 4' CARPET 1 c:2] Z A t� I I . Y — ....—.�.� I mo; ----- - - - - -- ------ - - - - -= �- U. TO P-%V C£ 9 M01SAL HAWAM SG AGE ELEVATION � Y hST�s, 0i I 8� r PLAN M LOCAL ACCESS$LITY M B HC FITTING ROOM DOOR DETAIL SCR& 10 HC FITTING ROOM T =T$ INSTAL CONT. FOAM PRIVACY STRIP VERTICALLY ALONG H!NGE SIDE OF DOOR — aAMB H 2'-8` HOLLOW CORE - RED PLASTIC LAMWATE DOOR WITH H HARDWARE BY AA-ANJF ACTURa REUSE 0E) HINGES N PREFABRICCATED PARTICLE - BOAFD AND FED PLASTIC LAWNATE BEN Di - G.C. FIELD CUT TO FIT. TO L) FP*A IE. i 1 � D� M 315' CARPET MAT SR)WNN L►4SffD O PLAN 7 END FITTING ROOM & DOOR DETAIL k L ON N 0 1 I to 1 1 SCOLIC n -rte D GYP. W. WALL OJ GALV. WAWSCOTT - WHERE OCCURS CAULK ALL. GAPS WITH CLEAR LATEX CAULK VINYL BASE mum OR" VINYL BASE FOR PROPER ADHESION D CONCRETE SLAB 5 I VINYL BASE @ GALV. WA INSCOT O 4 e ° 4 ARC HiT__CI STAMF -' Q m ° 1 ° , 1 d 1 1 1 , 1 , 1 ! 1 1 - , 1 , 1 4 ! \ 1 1 1 , ! 1 1 1 , , 1 1 1 1 � { ° 4 O , 1 4 ° a 4 ° 4 4 O Q O 4 . I Q O 5 I VINYL BASE @ GALV. WA INSCOT O 4 e ° 4 ARC HiT__CI STAMF -' Q m ELEVATION O lA%I. S E.DRF S ST \Ti Qf WASPi%GTON ZD A O L GAP mu ID: 0000039437 VERSION: 08/18/ 05 ARCHITECT: Linane/ Drews SCALP Architects 2 35001 W. Burbm& Bhd Burbank CA 91306 8189725MO 81684338% Far REVIENJED HOM _( ) DE C0MPUAI' . 1 1ne: 00 PREFABRICATED PARTICLE BOARD AND RED PLASTIC LAMINATE 03" - G.C. FIELD CUT TO FIT. MOUNT TO (E) FRAME. SEAL UNDERSIDE FRONT AND REAR FRAMING, AIT MIDDLE SUPPORT WITH CLEAR SILICONE CAULK. ISSED FOR: DATE: PERMITMRU: XX/ 0(/)0( OONSTRLCTIOII: 1 REVISION= I / \ ! INSTALL CONT. FOAM PRIVACY STRP VERTICALLY ALONG HINGE SIDE OF DOOR JAMB �\ H 2' -8' HCJLLOW CORE - RED PLASTIC LAMINATE DOOR WITH H HARDWARE BY MWFACTURER REUSE 0E) HINGES 4A S w. 00, 315 . CARPET MAT SAWN DASHED C2 N PREF ABRICATED PARTICLE BOARD AND RED PLASTIC LAMMATE BENCH - G.C. FIELD OJT TO FIT. MOUNT TO IE) SE/IL (3) SUES Of- N Ba .i AI D tf&M0E 0 S NWT WITH CLEAR SILYME CAULK. O PLAN 4 TYPICAL FITTING ROOM on A SHEET [LI BEW 4 MAT SHOWN DASHED T - CV PPEFABR - CAT.E.-I PFE%fAS PARTICAL BOARD AND E03 PLASTIC, LAMLNA E BEh - - - - - -� Ih I TO 0E) FRAME. � I s INOT usEo a w Q • II ` I .._ L — = SCALE: AS SHM-4 DRAWN By: T-0X JOB ND: ft &M SHAT TITLE: FITTING ROOM DETAILS ONR 2006 REMODEL GAP INC. CORPORATE ARCHIIECIURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STOLE No.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKMLA, WA 98188 • E' SEAL (3) SIDES OF H BENCH AND UNDERSIDE AT SUPPPORT W/ CLEAR SILICONE CAULK ----\ 1 , 1 , 1 1 1 , 1 , 1 ! 1 1 \ \ , 1 , 1 1 ! 1 1 1 ! \ 1 1 1 , ! 1 1 1 , , 1 1 1 1 � { , 1 1 1 1 1 , 1 ELEVATION O lA%I. S E.DRF S ST \Ti Qf WASPi%GTON ZD A O L GAP mu ID: 0000039437 VERSION: 08/18/ 05 ARCHITECT: Linane/ Drews SCALP Architects 2 35001 W. Burbm& Bhd Burbank CA 91306 8189725MO 81684338% Far REVIENJED HOM _( ) DE C0MPUAI' . 1 1ne: 00 PREFABRICATED PARTICLE BOARD AND RED PLASTIC LAMINATE 03" - G.C. FIELD CUT TO FIT. MOUNT TO (E) FRAME. SEAL UNDERSIDE FRONT AND REAR FRAMING, AIT MIDDLE SUPPORT WITH CLEAR SILICONE CAULK. ISSED FOR: DATE: PERMITMRU: XX/ 0(/)0( OONSTRLCTIOII: 1 REVISION= I / \ ! INSTALL CONT. FOAM PRIVACY STRP VERTICALLY ALONG HINGE SIDE OF DOOR JAMB �\ H 2' -8' HCJLLOW CORE - RED PLASTIC LAMINATE DOOR WITH H HARDWARE BY MWFACTURER REUSE 0E) HINGES 4A S w. 00, 315 . CARPET MAT SAWN DASHED C2 N PREF ABRICATED PARTICLE BOARD AND RED PLASTIC LAMMATE BENCH - G.C. FIELD OJT TO FIT. MOUNT TO IE) SE/IL (3) SUES Of- N Ba .i AI D tf&M0E 0 S NWT WITH CLEAR SILYME CAULK. O PLAN 4 TYPICAL FITTING ROOM on A SHEET [LI BEW 4 MAT SHOWN DASHED T - CV PPEFABR - CAT.E.-I PFE%fAS PARTICAL BOARD AND E03 PLASTIC, LAMLNA E BEh - - - - - -� Ih I TO 0E) FRAME. � I s INOT usEo a w Q • II ` I .._ L — = SCALE: AS SHM-4 DRAWN By: T-0X JOB ND: ft &M SHAT TITLE: FITTING ROOM DETAILS ONR 2006 REMODEL GAP INC. CORPORATE ARCHIIECIURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STOLE No.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKMLA, WA 98188 • E' SEAL (3) SIDES OF H BENCH AND UNDERSIDE AT SUPPPORT W/ CLEAR SILICONE CAULK ----\ r • ti a jA 25' -0' N.I.F.) A. F.F. B.O. STRUCTLFE � PROVIDE N WHITE POWER SUPPLY CORD ONR 20 0 6 4 (E) EXIT SIGN AT SUPPORT SEE FITTING ROOM ENTRY TO 8E RELOCATED AS 2' GAL. PIPE - SHOWN - PATCH. FURNISHED & REPAIR. & PANT WALL INSTALLED BY G.C. AS REFIRED AT 0 Y To j OF HOLE. TYP. V2' DIAMETER HOLE -VERIFY OWuETER PER WEIGHT Y DIAMETER HOLE FOR WIRE PASS 5' -1p• SIDE ELEVATION Item of the We FITTING REMODEL ROO IA PREVIOUS LDCATION. SIGN - I T EQ. EQ. 0 6 . PLAN VIEW V4' HOT ROLLED STEEL PLATE LIE of RANGE WE BELOW) O ° 0 O 0 a •a.dao hem at a ..,.d. o .k. O 0 ° ° 0 0% O GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. cA 9 4oss -- A.F.F. (V .IFa O 0 0 0 0 0 0 0 0 0 0 0 0 O a w 0 0 a (650) 952 -4400 sTa 5359 *%,\�/ E IT BOTTOM OF UNISTRUT I FLANGE OR TFf1EADE0 COUPLER ATTACHED To PIPE WIM PREFERRED/ OR BATED) MEMO PIPE PROVIDED BY G .C. - PIPE FRONT ELEVATION LOCATION= PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY 8'-6' AFF. B.O. ARROW 8'-6' AFF B.O. Sim EQ. EQ. 6' FRONT VIEW aW ETER VARES PER KIDS ARCH VS. WAYFNONG ARROW NOTE: SIM NSTALLER To VERIFY AM sT>•IUUCCTURAL CONDITIONS PRIOR TO W � a � Z BOLT SIGN TO FRAME BOLT PRE_ ASSEMBLED PRE-ASSEMIXEO SKI! BA s�cN BASE SUPPORT FRAME TUKWI LA, WA 98188 6AP PROM. MI.* la0ppQ39437 NSTALLNG SIGN AND SECI E SERVICES OF STRUCW ENGINEER AS 4 * -W 4'-0' VERSION: 08/18/05 ARCHITECT: RMIRED. THIS DETAIL IS INTENDED ONLY TO SHOW PFEFFERED ELEMMS FOR SIGNAGE SUPPORT Linane/ Drews 7: OF FITTING ROOM OPENING BEYOND AND FITTING ROOM SIGN ABOVE Architects r 3000 W. �� �laa Burbank. CA 91305 ILLUMINATED FITTING ROOM ENTRY 7 UNIVERSAL SIGN MOUNTING 4 "ITEM OF THE WEEK" SIGN ' 3 H►t' - T-0' 3.. T 314 - T r 815.9723060 ! 818$43389;9 �aa RooF sTRUCTIURE CASHWRAP PENDANT SIGN IDOWN ARROW) MUSIC SPEAKER INSTALL 04 3'X6' TACTILE EXIT SIGN ON (E) EXIT DOOR. MOU'4T ON PUSH SIDE OF DOOR 0 60' POD STRUT UNISTRUT F.R. PENDANT SIGN DROWN ARROW) - SEE 6 &7 /A6 STAMP: A.F.F. FR PENDANT SIGN (SIDE ARIVW) - j I I j j f i i I N � i I ; : `• i ; i �i. ` j -- - — - - 1 j I' 6. �. )4 1 ' I + '�` I J ,�I � 1 I I �, I I I °D I ` I T- DECORATIVE LMT & VARIES MN. CLR. AT STRICT. B.O. SPEAKER I:- A B.O. POWERSTIM , T.O. 800THSETS B.o. ,IDLY JAR LOT - L PEi+DANff'1•IIVf' FLUOR. MIT _ SEE 5/A6 -3A 8'-W A.F.F. BA. PENDANT SIGN ARROW '-6' AFF. B.O. B PENDANT SUS ARROW -- �����D �*�� - ��� *�jP�t��••.�= ; 6 ? 2 �R :r.'f ic:: STAi OCONSULTANT: STOREFRONT EXIT PBiDiANT -FRIG � . INTERIOR ELEVATION DISPLAY SHELVING ISSIM FOR: DATE: -0' - CONC. FLOOR - _ PERMITIBDA.L: xxrxm OONSTRUCTI0Nl: NOT USED 6 CEILING FIXTURE MOUNTING SME: 2 1LTS REVISION= Q SIFT SEE 4 SIGN AREA � S �� E EXIT � EQ. In1STA:1 Q� 3'X6' TACTILE SIGN ON 8 EXIT DOOR. MOUNT — ON PUSH SIDE OF DOOR 0 60• 0 HEIGHT WIDTH AREA ISFJ Q Q A.F.F. _ 4-0 AFF. o I m I 25'-W AFf. N.IFJ B.O. STRUCTURE SEE CHART • • 4 -0 22' -� V4 91.42 0 ot F FLFL ► 3 •_ 4 - Z\ ELEVATION, TYP. ' 1Im PIPE WIALtED BY ! ' NOTE' SfGN CONTRACTOR TO SUBMIT ELEVATIONS & DNM00 HAWING SHOINIM CORRECT LETTER FORM SPACIM LOCATION X1 SAL NOTES= 1 PM.DUC DESC; F F M �� X36 Ni AC: SCOT T -ACA %KU M PL4GLE S!ZE: 3W SIGN - NON � Row sIa>i , IF.Lw TIC t 1 PLAN. AND SIGN GM SEUAARY SHEET TO OWNER. WARE SHOP DRAWINGS AS REOU-10 FOR LANDLORD APPROVAL AM PERI;AITTIlG. S"IT COPY OF SO AGE SHOP DWGS TO GAP CA&C FOR REVIEW & APPROVAL. KrgNAMY 11.11JA SIAM LETTERS ! srxE= AS s oRAw:� BY: Tam JOB ND. a52a,00 SIM Tr k & SIGNAGE DETAILS COLON RITE LETTERS W/ BLUE B ACIOUM MOWING LEM OF INDIMAI LETTERS DOE" ON FEDIT AND WEIGHT (T80 BY SHIFT SIGN CONiTRACTOWS ST"TURAI TACTILE EXIT SIGNAGE sm= 8 Zf4' - t4I• W-6' AF.F. B.C. ARIQW n/ ILLUMINATED WAY FINDING ARROW 5 1 ff - T-T ENGAUPS) STOREFRONT SIGNAGE 9 .ITS A6�3A • ti a r MIL. STUI FRAMK TYP. H7 X T X B GA. C>f1AMfl CL P ME V4' LESS THAN STIR V2' WDTK TYP. - ATTACH AT EVEIIY STIR WITH (4) 518' IS-11? Sam OR 314' WELDS N 0 PLACES NOTE TO ARCHITECT: USED DETAILS AS REQUIRED TYPICAL BRIDGING DETAIL W AFF. MAX. WITHOUT I - AF OWADAI B _ BA. E) STUTUlE. Y.IF. MAX AID 1P' FRO>,[ EACH E16. _ B' ABOVE CEILNG LWO FETAL TRACK, 20 GA. MN. C011I. 2V 20 GA. MIL. CLP AN I&ATTACH 0 EACtI ST(D - FASTBI W/ V314' x AIV DIA TAFOON ANCHORS 0 24' X TO 40 W/ STLIDS 9'3' A rF . _ ----�� BA. CEENGiWE- FN MED CUM 518' W. BR OVER 20 GA 3-W LVAL STU 8 2410 COr1F. METAL ITI0 M SYSTE1 Y FINISH FLOOI — — — ANC M BASE RATE ,W 0 HLTI OK11P8 DRIVE PINS FURRED PARTITION PROVE J-M ON TOP OF GYP 80 20 GA. WL YR. TRAGIC TOP AO SOT IN F, MR. STIID6 AT 2C O.G BATT SIX1i0 NWTICN (ME OCAS AT PRC SPACE 518' W.. BA BOTH S M Off "M SHM sr�r• 1. TYPE W BLOCKING FOR MISC. ITEMS, IE SURFACE MTD. MIRRORS, WASTE RECEPTACLES. TOWEL DISPENSERS. ETC. MAXIMUM WEIGHT - 50 LBS. 3M' S GA. COIHAM CWHa - LOCATE AT 4' O.C. H331 NA1LY, CR AS FMM BY LOCAL CODE. -- -- STCFES N SEISMIC HUES 3 & 4 ONLY: PROVIDE OLP ANM a 5-0' AFF. AT WALLS V-W HIRI OR LESS. AFD EVBIY 4'-0' AT WALLS GEAT81 THAN V-W OR AS MUM BY LOCAL CODES. 2 TYPE B' BLOCKING PLATES FOR UPPER WALL HICK, CABINETS (UP TO 2 SHELVES) BASE CABNETS. FILL HEIGHT CABINETS, HANDRAILS. GUARMWS. GRAB BARS, WALL HUNG EOUIPMENT. ETC. MAXIMUM WEKGHT -100 LBSJFT. 3_ SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BLOCKING PLATE. AND NUMBER 4. REO!D WITH ACCESSORY MANUFACTURERS USE 012 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BLOCKING PLATE I WALL STUD FLANGES ARE CONT01110US AT BLOCKING PLATE. BATT RHATICK WM 0001M illr TYP. ALL FLANGES OF BLOCKING PLATE TO 16 GA. STUD 16 GA. SCREW STUDS WIRE BLOCKING PLATES OCCU1i 1.1/1' • T-W 4 -V-r AFF. _ . TAL WALL � BLOC[GIViG PLATE 6' x 11;4 CA. TRACK NOTCHEDAROIiTKDAND WELDED TOSTUDS BLOCKING PLATE TYK V TYP- 20 GA LK1 L SCREW STLrOS . 20 C-A F, 3 STUDS MIN. I� ONR 2006 REMODEL AD mww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN 8RUN0. CA 94066 (650) 952 -4400 STORE MI: 5359 1 LOCATIOP>: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUMLA, WA 98188 GAP ML ID: 0000039437 VERSION: 08/1 § 05 ARDIITECT: Linane /brews 9CNE= Architects 3"XW W. Bwbw* Bhd 6' - T-T Bubmic. CA 91505 j St6. Fax DOUBLE STUD SIDES OF OPENINGS L-I fibi .= : 1 0 — DOUBLE STUD @ SIDES OF OPENINGS - D FOR Eo r LONG V16 GROOVE WELD TYP. @ WEB OF PACING PLATE TO STIR DO LIBLE S SM @ SMES Or OPEI JAMES F DR':tS STA : O, f 'v_S;z :�C : Ot I 1 REVISION. I/\ 0 0 KLOC(Wj PLATE 6'x t:r :6 G& T'RRAC MrCI4W AROl" A6%0 VAAM TOSTVOS AM ME RATE WI 2 FILTI ON37P8 ONVE NIS NON RATED PARTITION S� 1F111- TV BLOCKkIG PLATE TYPE A 3 BLOCKMG DETAIL 0 Ac)-4A 1 • s • ti u m 0 w = -.: SCALE- AS sHMN C IT.' . i =tA o - CRAWN BY: TAXL o JOB IAA = OA528 OD SST TR(,.E: (Yil8FTISDS. MISC. DETAILS r LG% V'S GROOVE WIND TYP. %U OF &FACoW-- PLATE TO STIR 9T NAM: r • SALES FLOOR SIDE LEFT -HAND CASHWRAP PLAN 164 la AID= m ft oow_ WNW BATS LEFT -HAND CASHWRAP REAR ISOMETRIC s 3 O 6 SHIPPED AS SINGLE UNIT 2 MODULE 1 2' -10 114" 2' -6 718" MODULE 2 2 1 MODULE 3 2'- 101 /4" 3 2' -1 1/8 MODULE 1 3' -2 112" 2 MODULE 2 6' -11" SHIPPED AS SINGLE UNIT 12' -11 314" CC 10 JlOM 10 r"M cmr_ MBAR BOLls cc xo Jwacc 10 Et l a a aac Jlbal BOLA 1 1 -47/8" MODULE 3 /4 STOREFRONT SIDE Tmoo r f-w r ' fir r t scoC XTS. 4 LEFT -HAND CASHWRAP FRONT ISOMETRIC XT& 01 3 1 ADA WALL DETAIL NOTE' G.C. TO COORDINATE INSTALLATION OF CASHWRAPS WI TECHNOLOGY VENDORS. CONTACT CPM FOR VENDOR LIST. Ste: 2 lfS 0 REMODEL @RID mww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 (650) 952 -4400 STOFE NO.: 5359 LOCATION- PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP M. ID: 0000039437 VERSION: OB 18 05 AApiITECT: Linane/ Drews Architects 35M W. Bubar& Bhd B:ubank.CA 91505 [ 918972S4S0 J 31834a3M Fax STN I- ?a: Jv•.s F' n= STATE I REVISION: 1/\ I SCALE: AS 90M. CRAM BY: TAN JOB NO.: OA Moo %ffrl TITS- CASHWW DETAILS A7 -2A Co 0 l 101/4 MODULE 4 10 "ll J '� H o W W CD , . N Q� Lo a °�' Q Its Z W O w N H a ll I cle) N r ,oV /£ 6moZ . I ' W / r • i ' �' ��• I le CD ri ..... ........ .... ... - , - -- .._ _.._.._._.........._ . _ r_._........... ......... %-Ei I- LD � Z W F > W O W W O to W a a 2 Q � U V ° o z z Q a L LL J J W c3 � � ap •y y L Z �. N O s � O 4 Q -►,1 = 1 F— W 110 - N O d � -- - •- .._........._ -_. u i LL I n -H a ....s. a ut /£ 6-IZ u9",9 � r U U � O z Z _ _ L W W J J r r 3'-6' X 6' -0' ZINC FINISH Ml GRD 0' X 3' SO) MOUN1TED WITH HORIZ. MEMBERS ON OUTSIDE FACE. BY SUB- CONTRACTOR SURFACE MOUNTED GAIN. CONDUIT/ J-80X FOR DEDICATED CHCUUIT TO KIDS FIXT(>AE (WHERE OCCURS). CONDUIT SHOULD BE SECURED TO MDF PATES. SEE ELEC. DWGS FOR CEILING J-BOX PLACEMENT. 4 INSTALLATION BRACKETS PER HALF- GRD DOLT THRU MDF PANE. AT TOP 2 BRACKETS ONLY - SECURE OTTERS WITH SCREWS) 49 V2' X 9-8' X 3/4' MOF END PANEL W/ MTL. CR%M EDGES SECURE w ANCHOR BOLTS SEE DETAIL. 2 EC -2 24' AFF. MAX N1DTE: CHECK FLOORPL/W FOR LOCATIONS OF HALF AND FULL GRIDS ALL COM1011ENITS INCLUDED N SHELVING PACKAGE. RPNISHED BY GENERAL CONTRACTOR [HALF WIRE GRID 3'-8' X 9' -0' ZINC FINISH MTL. GRID (3' X 3' SO) MO(1NTED WITH HORIZ. MEMBERS; ON OUTSIDE FACE. BY SUB- CONTRACTOR 6 INSTALLATION BRACKETS PER FULL GRID (BOLT THROUGH MDF PANEL AT TOP 2 BRACKETS ONLY - SECURE OTHERS W/ SCREWS) 49 112' X 9'-8' X 3/4' MDF END PANG W/ MTL. CRNPED EDGES 49 V E4. 49 V5' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ I = �' I. 1�IN�1■ ■ • �: 011 I I ►• ► :� All oil �rI I :• for n I 8 94 S � TOP SET RALL_ TYP_ OF 2 I – (MUDED N Si EVI!>G PACKAGE) , 4 :o i� Sc4p. yr = r-ar a S � 4 1R' =T-0' U) cn cn OW SPEQ& E HYPO. PLAN AT CENTER ISL COLUINN Is INN UJIODLE A V4' = r-O' s� BODTHSET OR WALL BEYOND 2 X 4 BLOCKING BEYOND �MpETTAgL GRID AND GRID (NCULDED�N NG PACKAGE. INSTALLED BY SUB CONTRACTOR MOUNT BRACKET AT 3RD WIRE MOU � WO T BRACKETS LIPSIDE 314' THICK MDF PANE WITH 15 GA. CONTINUOUS METAL EDGING (INCLUDED N SHELVING PACKAGE) 2 X 4 SEqFIEO TO CONCRETE FLOOR, TO SUPPORT GALVANIZED PLATE 9 V2' HIGH GALVANIZED BASE PLATE (NQUDED N SHELVING PACKAGE). ATTACH TO BACK OF MDF PANEL WITH 3/4' SCREWS. N 12 DETAIL 9 FILLER PANEL BASE 3 LIE OF PARTITION OR DEMISING WALL (3) 3/8' X 2 V2' LAG SCR 2 X 4 BLOCKING 2 X 4 BLOCKING AT FLOOR TO SUPPORT GALV. PANEL. 7l. Ste. STANDARD 46' BEAM AT - 1 TOP AND BOTTOM OF UNIT AD U. 314' THICK MDF END O� PANE. WITH METAL CHIIRED t EDGES. (INCLUDED N SHELVING PACKAGE). CUT TO S12E N F g 48' X 9 V2' HIGH GALV. BASE PLATE (INCLUDED N SHELVING PACKAGE t CUT TO SIZE N FIELD. MASONITE LID ABOVE. AT s S S VOID BEHIND BOOTFHSET C3) 318' HEX AT FRONT UPRIGHT SHELVING UNIT UPRIGHTS, TYP. V2' MOF PANEL. HYPO. PLAN AT 1', 1I ' TAR BOOTHSETS DETAIL AT ADJ. PANEL A V4" = 1'-0 B N.T.S. 8 AS ?OTN V2' MDF PANEL_ Q MASONTTE LID ABOVE. AT VOID BEhW BOOTHSET 49' X 314' THICK MDF FILM PANE WITH METAL CRIMPED ED(EE& (NLCJDED N SHEa VNG PACKAGE CUT TO SIZE N FIND. 2 X 4 BELOW. SE{aAED TO OONCFETE POOP. TO PWiCIE SLPPEDT FOR GATED BASE 9 V2' HKif1 GALVA J4M BASE PLATE. CUT TO SIZE N FED (NM_ N SHELVNG PAGKA39 3Ar X 2 V2' LAG S'CRFW— �� 2 X 4 BLOCKING r HYPO. PLAt� AT END CMER BOOTHSET DETAIL AT ADJ. FILLER PANEL V4' = 'Il B 3ro1 sm: AS NCiE1 LINE OF PARTITION —� CR OEMISNG WALL _� 3/8' HEX BOLT. TYP. STANDARD 46' BEAM AT TOP AND BOTTOM OF UNIT MASONNTE LID ABOVE. AT VOID BEHIND BOOTHSET 24' WIDE MDF ENND PANEL WITH METAL CAM EDGES AND PRE-OR A1 8) INCLUDED N SHELVING PA 3 N . , EC-2 24' X 9 V2' HIGH GAIN. BASE PLATE (INCLUDED N SHELVING PACKAGE SHELVING UNIT UPRIGHTS. TYP. V2' MOF PANE. HYPO. PLAN AT A PERPENDICULAR BOOTHSETS B DETAIL AT END PANEL 1/4 1-0 N.T.S. AS NDTW LIE OF PARTIT ION OR DEMISING WALL � (3) 3/8' X 2 V2' LAG SCREWS-) 2 X 4 BLOCKING VOID BEHIND B00THSET 3 EC -2 SHELVING UNIT UPRIGHTS. TYP. 314' MOF AD END PANEL WITH METAL CiIwfED EDGES. CUT TO SIZE N FIELD. INCLUDED N SHELVING PACKAGE 9 V2' HIGH GALV. BASE PLATE (INCL. N SHELVING PACKAGE) CUT TO SIZE N FIELD. (3) 318' HE)( BOLTS AT FRONT UPRIGHT 1' ■■■ ■f■■■■■■■■■ I• .' ►i. ■■■■■■■■■■■■■■ ► 1 ;'♦ 40. ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■ ■f■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ' �' i K �1 ■■■■■■■■■■■■■■ r ►:i : ► r ■■■■■ ■f■■■■■■■ :i ►I �• ■■■■■■■■■■■■■■ ■■■■■■■■■ ■■■■■ L�_ I 1 ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ N 4• I I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■■■■■■■■■■■ I ► :� i ■ ■ ■ ■ ■ ■� ■111 ■ ■ ■ ■■ :' � I i I► ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■ ■ ■■■■■■■■■ ■ ■L1JNA ■111 ■L'J ■■ I ELEVATION 6 GRID PAIL @ FURRED WALL SECTION A 3M SCALE: Vr - T-' NOTE: IF CODE REOUHES VOID SPACE TO BE NOTE= ON MULTI -LEVEL STORES. PIACHASE/NSTALL SPRINT FRED. SUBSTIME V4' MASONITE WITH ADDITIONAL. 274' SHELF PER SHELVING UNIT. SHELF 2' X 4' GALV. STEEL, 14 GAUGE CLOTH TO BE NSTAILED ON TOP OF EACH SHELVING UNIT STAPLE 6' O.C. ON WOW AND/OR NT LATE LEVEL(S). V4' THICK MASONITE LID. MOUNT TO j SPACER BEAMS WITH SELF TAPPING SCREWS _TOP SET RAE BY MANUFACTUR ONR 2006 REMODEL GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BIM0, CA 94066 (650) 952 -4400 STORE "°.: 5359 LOCATION- PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROD. 1A.. 0000039437 VERSION: 08/18/05 ARCHITECT: Linane /brews Architects 3 r = W_ Burbank 81%.d Burbank, C 91505 s 818972 M sis�cs� gat STAMP: 7Fi? ; t':TL; L REVIEWE-r) Fn Q - —LINE OF PARTITION OR DEMISING WALL. MASONITE LID AT LVING UNIT VOID WALL SHELVING UNITS F A PERI��TT�l OTHSET S � DETAIL AT ADJ. Et�9 PANEL S. 2 X 4 BLOCKING ---�B - MASONITE LID ABOVE. AT VOID BEHIND 800THSET SC1EW WITH V4' WASHER TO SECURE L40F PANEL TO UPRIGHT SHELVING IUNAT 8 L1PR1(4:TS. TYP. • –" 2 X 4 BELOW. SEQM TO COMTETE FLOOR TO PAOVI,E SLIPPORT FOR GALVANIZED BASE 3 cn 9 v2' " GAL RATE. Of TO SIZE N A". H (NIL_ N SHELVING PACKAGE]I � lIIIlllllllI l 48' X 314' TRICK MDF III LER P0& * TH METAL S EDGES,. (f&C O N sEVI PAC(AW CUT TO Srd N FBA 31WX2VZLM WEW VY 1UE PAINS HYPO. PLAN AT 0 C�R BOOTHSETS DETAIL AT FELLER PALL _ = r-�• B N.T.S. 7 FILLER PALL AT COMM BOOTHSETS XNm SHELVING UNIT UPRIGHTS. TYP_ _ PRONOE SHIMS AT SHEiVNG UNIT ; FOOTINGS AS REWIRE} TO MAINTAIN 0 A GAP OF V4' FROM TOP TO BOTTOM OF SHELVING LINTS ALONG METAL TRIM END PALS. SHELVING UNDT STFWTIURAL ME#1 m. TYP. BOOR ATTAC BELOW. TYP_ CORNER CONDITION AT SHELVING UNITS 4 9' TOP SET OF UNIT. TYF TW1 PUA 1CI_ ISSUED FOR: DATE= PERMITABIDeA.L: )OV)OU)O( CONSTRUCTIONk I REVISION: I SCALE; AS S}DNN ULNA% Ix BY: TAX .LOB NQ: GN62S,00 ' :.:.� SHEET TIF E: ., -. EXISTING CONDITIONS FOR FMME OWY) ANA PERPENDICULAR SHELVING L94ITS 4 DETAIL AT PERPENDIUAR RRVING UNITS 9C&Lr-. 1 i s • ti i HYPO. PLAN AT END V2' THICK MDF PANELS. CLFJUR T INSIDE FACE. -METAL STRAP - HORIZONTALLY TO VERT. SUPPORTS EVERY 18' -TOP TOP SET RAIL AT OF UNIT. r PERI��TT�l OTHSET S � DETAIL AT ADJ. Et�9 PANEL S. 2 X 4 BLOCKING ---�B - MASONITE LID ABOVE. AT VOID BEHIND 800THSET SC1EW WITH V4' WASHER TO SECURE L40F PANEL TO UPRIGHT SHELVING IUNAT 8 L1PR1(4:TS. TYP. • –" 2 X 4 BELOW. SEQM TO COMTETE FLOOR TO PAOVI,E SLIPPORT FOR GALVANIZED BASE 3 cn 9 v2' " GAL RATE. Of TO SIZE N A". H (NIL_ N SHELVING PACKAGE]I � lIIIlllllllI l 48' X 314' TRICK MDF III LER P0& * TH METAL S EDGES,. (f&C O N sEVI PAC(AW CUT TO Srd N FBA 31WX2VZLM WEW VY 1UE PAINS HYPO. PLAN AT 0 C�R BOOTHSETS DETAIL AT FELLER PALL _ = r-�• B N.T.S. 7 FILLER PALL AT COMM BOOTHSETS XNm SHELVING UNIT UPRIGHTS. TYP_ _ PRONOE SHIMS AT SHEiVNG UNIT ; FOOTINGS AS REWIRE} TO MAINTAIN 0 A GAP OF V4' FROM TOP TO BOTTOM OF SHELVING LINTS ALONG METAL TRIM END PALS. SHELVING UNDT STFWTIURAL ME#1 m. TYP. BOOR ATTAC BELOW. TYP_ CORNER CONDITION AT SHELVING UNITS 4 9' TOP SET OF UNIT. TYF TW1 PUA 1CI_ ISSUED FOR: DATE= PERMITABIDeA.L: )OV)OU)O( CONSTRUCTIONk I REVISION: I SCALE; AS S}DNN ULNA% Ix BY: TAX .LOB NQ: GN62S,00 ' :.:.� SHEET TIF E: ., -. EXISTING CONDITIONS FOR FMME OWY) ANA PERPENDICULAR SHELVING L94ITS 4 DETAIL AT PERPENDIUAR RRVING UNITS 9C&Lr-. 1 i s • ti i HYPO. PLAN AT END r 25'-0• A.FF.(V.I.FJ �t1M)ERSUE OF STRUCTUIE - — 1Y-W A.F.F. - TOP OF STANDARD - $ TOP OF TOP 314' X 14' PARTICLE BOARD SHELVES. TYP. BRACKETS ITYP} SURFACE MTD. STANDARDS (AT 2' -W O.C. MAXJ PROVIDE 1X6 HMIZONTAIL RTIFRRNG STRRPS. OR 314' PLYWD. BACKING AT CONCRETE WALLS ONLY OMIT BOTTOM SHELVES - AT STOCKROOM EGUPME4NT LOCATIONS T-6' A.F.F BOTTOM OF STANDARD . 19 CONCRETE SLAB (E) STOCKROOM SHELVING 7 /16'DIA HOLE WITH 31WDIA X 3' RAWL -STU) ANCHIDR - ICBO *4514 AT EACH VERTICAL POST STORAGE RACK LEG ONR 2006 REMODEL � N A� GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAW BRUNO. CA 94066 (650) 952 -4400 STORE NO.: 5359 i LOCATION: PARKWAY SUPERCENTER 17470 SOUTNCENTER PKWY TUKWILA, WA 98188 O GM PML ID: 0000039437 VERSION: 08/18105 ARCHITECT: Linane /brews 9mE- Architects 3 r 3500 W. ew>w& B1vd yr' - T-W bxbmk CA 915M j s:aarrsoso 1 11 3ISB4338% Pax PLAN VIEW HALF SIZE STORAGE RACK LEG 7 /161DIA IDLE WITH 3B'DIA X 3' RAWL -STIR ANCHOR - ICBO =4514 AT - EACH VERTICAL POST f)05 4aw Ili EXISTM CONCRETE SLAB oo oo e v o VERIFY CONDITRON N FELD o o . 0 ' ° o R So ° ' • Sv v SECTION SALSO NOTE THAT THIS IS ME ONLY SffMT FOR THESE tNTS - 3 = 1'-0` WE ARE NOT ATTACHING THESE TO WALLS. DRAWN AT 6' SHAVING / FLOOR ATTA{NT XNE. I AS Nnu MOF FILM PANEL 4E) FIRE T.FEATED WOOL. BLOD(W3 FLANGE - ATTACH TO WALL WITH WOW BLOCKRNG 90 OEGIEE BELOW r ID GALVAVZED PPE CENTER. ABOVE HfI RANILE p P�ALLEL SUPPORT D A. WALL UNITS DENOTES ANtTiOR BOLT LOCATION STARTER mm DISPLAY GRNfl TV. OF 2 ADDITIONAL A CHM - AT SEOX ZONES 3 & 4 SHOWN DASHED � A&I FOR SEOC MOTE: MANfAN 16' CLEAR ZONE BELOW FIRE SPRM.E R HEAD. NO STOCK IN CLEAR ZONE. NOTE: STOCIMOOM SIEVING AND HARDWARE ARE TO BE PROVIDED BY AND INSTALLED BY FD.I. SEE FLOOR PUW FOR LOCATIONS. c;rf ��= - P A^ Q ��-s!I� Q t� T A SCALE: AS 9M.4 ORAWA I BY: TDX .AB w: O�b28�(30 s SHEET TITLE-- EXISTING CONDITIONS FM FUEFEME OWY) ;- ; B. FREESTANDIM UNITS 19- DENOTES A00 BOLT LOCATION - SEEz 2 V EC -2 0 is rA �`Z 0 .•ass L- An - :,s rV ED FOP, 151, - 0MPLIANt 11�''f�t•- :�•� - ISSUED FORS DATE: PHRMIT/BD/LL: xxrj /D( CONSTRUCTIONF ? 2 -I REVISKN I -.mmaAo STA - '76 o� w z > ih STARTER J AI" ADDER I AD" C - ::T 4r-4 w rt w CC LT TABLE OF CONTENTS DIVISION 0: CONDITIONS OF THE CONTRACT 00700 GENERAL CONDITIONS 00800 SUPPLEMENTARY CONDITIONS DIVISION 1: GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 01150 ENVIRONMENTAL PROCEDURES 01300 SUBMITTALS 01400 QUALITY CONTROL 01500 CONSTRUCTION FACILITIES 01600 MATERIALS AND EQUIPMENT 01630 SUBSTITUTIONS 01700 CONTRACT CLOSEOUT DIVISION 2: SiTE WORK 02070 SELECT IVE REMOVAL DIVISION 3: CONCRETE 03532 CEMENTITIOUS FLOOR TOPPINGS DIVISION 4: MASONRY OCT USED) DIVISION 5: METALS OCT USED) DIVISION 6: WOOD AND PLASTICS 06200 F INISH CARPENTRY DIVISION 7: THERMAL AND MOISTURE PROTECTION 07900 JOINT SEALERS DIVISION 8: DOORS AND WINDOWS 08700 DOOR HARDWARE 08870 GLAZING FILM DIVISION 9: FINISHES 09660 RESILIENT TILE FLOOkiNG 09680 CARPETING 09700 CLEAR EPDXY FLOOR COATING 09740 VINYL FLOOR LOGO WITH CLEAR EPDXY COATING 09841 FABRC COVERED ACOUSTIC WALL PANELS 09900 PAINTING DIVISION 10: SPECIALTIES 10800 TOILET ACCESSORIES DIVISION 11: EQUIPMENT (NOT USED) DIVISION 12: FURNISHINGS (NOT USED) DIVISION 13: SPECIAL CONSTRUCTION OCT USED) DIVISION 14: CONVEYING SYSTEM {NOT USED) DIVISION 15: MECHANICAL (SEE MECHANICAL DRAWINGS) DIVISION 16: ELECTRICAL (SEE ELECTRICAL DRAWINGS) SECTION 00700- GENERAL CONDITIONS A. Corditions: American Institute of Architects (AIA)Docurnent A201. 'general Conditions of the Contract for Construction.' 1997 Edition, Articles 1 through 14 inclusive is made a part of this contract. 1. Referenced conditions maintain force and effect as though set forth in lull and shall apply to all p ort on of Work. B. Contractor is hereby specifically directed, as a ca -dtion of Contract. to obtain necessary rurber of copies of Ai.4 Gocutm t A201. and to become fully acquainted with articles ccn therein. I. kbtiiy and apprise subcontractors and other parties to Contract and individuals and agencies enWWJ On Wok as to contents. C. The term ' Contractor' under this contract sh;a!i refer to subcontractors and well as General Cu SECT ION 008Q3- SUPPLEME1%7A.RY COND!T V& A. :arnere provisias of General Corndit" relate to Project ac! '�stration and work related req .r ww ts of ft Con ",ose paragraphs are expanded in G1vis;on 1- Gawai RWernents. B. Generai Conditions. Scpplawttary Conditions and 11vision F General Requi aTmts Contain irnfoTetion necEssary for carpievo n of every part of time Protect. 1. Ernh ormermtal concerns are defined h section 01W EW-r�'iIV11ENTAL PFUCEDU.ES. C. Teri. *Rn ism:" mearis supply aid fti er to =T eAt, ,Mess otherwise del --ned in greater deta:'. D. Term ',stall' describes operations at Pr oject. from irGWting and upiaa" to. eorrpietior, in per. ready for in use - E. Term ' Provide' means furbish a -d install, corrptete arhd ready for Intended use. urmleSS o,hervrise defined in greater detail. l=. Terms approved. selected, directed. required, accepted. acceptable and satisfactory shalt require written action by ArcNtect. G. Insurance: Contractor, Gap, Inc. and Landlord shall review ARTICLE 11- INSURANCE with their insurance agents and legal council and provide coverages as agreed upon, but not for less than that required by law. 1. Subcontractors: Submit insurance certificate, minimum $1,000,000.00 bodily injury and property damage including State or Provincial (CN) required workers' compensation, naming General Contractor as additional insured. DIVISION ONE: GENERAL REQUIREMENTS SECTION 01010- SUMMARY OF WORK A. Work of Contract comprises construction of retail sales facility as indicated in Contract Documents for Gap Inc, stores. 1. All work defined by the Contract Documents shall be performed by the Contractor or Contractor's consultants unless otherwise noted. B. Contract documents are intended to encompass everything necessary to perform Work properly, however, every item necessarily required may not be specifically mentioned or shown. 1. Materials, systems and equipment shall be complete and operable unless expressly stated otherwise. C. Titles and headings in Contract Documents are for convenience and are not to be taken as a segregation of units of materials and labor. 1. No responsibility, direct or implied, is assumed by Architect or Owner for omissions or duplications by Contractor or subcontractors due to arrangement of matter in Contract Documents. D. Contractor Use of Premises: Conduct operations to ensure least inconvenience to general public and other businesses. 1. Limit use of premises for construction and storage to areas designated in writing by Landlord: allow for work by other contractors and public access. 2. Assume full responsibility for protection and safekeeping of products under Contract, including those stored on site. 3. Coordinate access to building with Landlord and provide for building security as required. E. Coordination: Coordinate Work to assure efficient and orderly &qqje= of installation of construction elements. 1. Make provisions for accommodating items installed by Owner or under separate contracts. 2. Verify characteristics of interrelated operating equipment are compatible; coordinate work having interdependent responsibilities for installing, connection to, and placing equipment in service. 3. Coordinate space requirements and installation of mechanical and electrical work: conceal pipes, ducts, and wiring in finished areas: coordinate finishes with locations of fixtures and outlets. 4. Coordinate recycling of materials with Landlord and per local ordinances, as required to conform with removal. waste management, and site protection Section 01150 - ENVIRONMENTAL PROCEDtRES. 5. Include in bid submittal specific provisions and pricing for removing project waste material to: Re-use programs, Recycle Centers. Class III Landfills, and inert Fills. Submit a list of proposed local waste sites, recycle centers and re -use programs. to be utilized for the project. F. Establish grades lines and levels by use of recognized practices. G. Regulatory Requirements: Contractor shall be responsible for contacting governing authorities directly for necessary information and decisions bearing upon performance of Work. H. Reference Standards: For products specified by association or trade standards, comply with requirements of referenced standard, except when more rigid requirements are specified or required by applicable codes. 1.Applicable date of each standard is that in effect as of Proposal date, except when a specific date is specified. I. Cutting and Patching: Cut, fit, and patch as required to complete Work to match adjacent undisturbed materials and finishes and to: 1. Make parts fit together properly. 2. Uncover work to provide for installation of ill -time work. 3. Remove and replace defective work. 4. Remove and replace work not conforming to Contract Oocumments. 5. Remove samples of installed work as required for testing. 6. Provide routine penetrations of non - structural surfaces for installation of piping and electrical conduit. 7. Should existing finish to be matched be of a now out -of- production or otherwise unavailable materials, obtain Architect's specific approval of substitutions. 8. Provide primers, sealers, underlayments, supports, backing, blocking. furring, suspension systems, and accessories as required for any purpose in patchir�ig existing work. a. Provide specific environmentally safe materials, obtain architects approval for materials which are not otherwise specified. See Section 01150- C.1a. for substitution submit requteffents. 9. Patch farmer openings to mat&, adjacent undisturbed work. 10. Patch concrete slab surfaces using specified procedures and products: see Sect;cn 9700- C!ear Epoxy Floor CoatN. SECTM 01150- ENV W&1E1% _ AL PROCEDURES A. General Envranent Camoerns: Project requi maxim n erN:- oneTw.taIiy corwA s work feast;e within I�ruts specified, aval.e a mlatena'!S. equipnvnt. and products. 1. Contract Doelirrnernts have been prepared to maximize environmental oawaisness. recycling, and reuse of recyclable and ramble ri steri2�s. 2_ Inform Archmit where m irmiental requirements couid detrirrwtally impact critical path of construction schedule. a. Pro separate itemization of costs related to special w- Wormental procedures and to materials and equpment intended to be erwirormentaly safe. Examples inckide. but are not limited to asbestos, lead-based paint, contaminated soil, etc. 3. Participate in promoting efforts of Owner to create an energy- efficient and environmentally sensitive facility. 4. Use recycled, low- toxic, renewable resources, & recycled materials. equipment, products, and procedures to maximum extent possible. 5. Intention of this section is to ensure those involved with Project conduct activities to protect the environment, both on- site and off -site, during removal and/or during construction operations. 6. Prevent environmental pollution and damage, and minimize & properly manage solid wastes. B. Special Environmental Definitions: 1. Environmental Pollution and Damage: Presence of chemical, physical, or biological elements or agents which could: a. Adversely affect human health or welfare. b. Adversely impact the environment and/or ecological balance. c. Degrade or damage the environment for natural aesthetic, cultural or historical purposes. 2. Sediment: Soil and other debris that has been eroded and transported by storm or well production runoff water. 3. Inert landfill: Permitted facility that accepts inert waste such as asphalt and concrete exclusively. a. Inert Solids /inert waste: Non-liquid solid waste including, but not limited to soil and concrete that does not contain hazardous waste or soluble pollutants at concentrations in excess of water - quality objectives established by local, state, provincial or national regulatory agencies, in which does not contain significant quantities of decomposable solid waste. 4. Class III Landfill: Landfill that accepts non - hazardous waste such as household, commercial, and industrial waste. Including construction, remodeling, repair, and removal operations. 5. Construction and Removal Waste: Solid wastes such as building materials, packaging, rubbish, debris, and rubble resulting from construction, remodeling, repair, and removal operations. a. Rubbish: Cormbustible and noncombustible waste such as paper, boxes, glass, crockery, tin cans, metal and lumber scrap. b. Debris: Combustible and noncomburstible waste such as leaves and tree trimmings that result from construction or maintenance and repair work. 6. Chemical Waste: Petroleum products. bituminous materials. salts, acids, alkaloids, herbicides, pesticides, organic chemical, and inorganic chemical waste & construction materials, such as adhesives, solvents, & paints. 7. Sanitary Waste: a. Garbage: Refuse and scraps resulting from preparation, cooking, distribution, or consumption of food. b. Sewage: Domestic sanitary sewage. C. Special Environmental Submittals: Comply with general requirement specified in Section 01300 for submittals and with following special requirements. 1. Request for Materials Substitutions: Comply with requirements specified in Section 01630 - Substitutions for submitting requests. a. Indicate how proposed substitutions are more environmentally sensitive or as environmentally sensitive as specified products. 2. Solid Waste Management and Environmental Protection Plan: a. Preconstruction Meeting: After award of contract and prior to cairmericement of Work, schedule and conduct meeting with Architect to disc= proposed Solid Waste Management and Environmental Protection Plan. U Intent is to develop mutual understanding relative to details of environmental protection, recycling and rebate programs. 3. Submit the following with each application for progress payment: include waste characterization information, manifests, weight tickets. receipts, and invoices specifically identifying Project and waste material from recycling centers. Class III Landfills, and inert landfills. D. Special Recycling Requirements: 1. implement recycling program that includes separate collection of waste materials of following types as applicable and others as appropriate. a. Asphalt b. Concrete c. Porcelain pVnbing fixtures. d. Metal (ferrous and non- ferrous). e. Wood. f. Debris. 9. Glass. h. Red clay brick. i. Paper Mond. newsprint, cardboard and paper packaging). 2. Handling Recycled materials shall be free of dirt. comma. adhesives, solvents. petroleum contaminat and other. substances deieteriom to recycling process. a. Arrange for collection by or delivery to appropriate recycling center or transfer station that accepts construction and removal waste for purpose of recycling. 3. Participate in Reuse Programs: Participate in reuse program to extent available in Project area. E. Erniromortal Controls: Comply with federal, state, provincial and local regulations inckndng, but not limited to. water, air, solid waste, hazardous waste, sanitary waste, sediment, storm water. dust. hazardous materials and nose polkojorL 1. Protection o f Natural Resources: Preserve the natural resources within the Project boundaries am outside knits of permwient work perfmied under Cormbract in existing condition or restore to an equivalent or improved cor,dtian upon eorimpfetion of Work. a. Wceic AA.ctivibes: Confine ra novas and construction activities to areas defined of Bolts indcated on Drawings. b. Water Resources: Comply with appi regJatiors and irrnptermernt best m><sregerrent practices to prevent direct and/or irndrect *sct>erge of pollutants to uider gr ouhd and natural waters. 1i Oily Hazardous Substances: Prevent ally and other hazardous substances from entering ground. draimaeige areas. and local bodies of water. If reuse occurs. contractor sho id mace all required A. General Contractor shall review and coordinate submittals prior to fabrication or installation of relevant work. and submit them for Architect review and approval. The Contractor shall also: sTAIMP; 1. Schedule submittals in orderly sequence to prevent delays in construction. 2. inform Architect in writing at time of submission of any 7672 proposed deviation in submittals from requirement of Contract ` Document. 3. Refer to Section 01150- Environmental Procedures for special submittal requirements. 3,., =- E „= B. Contractor, by reviewing submittals, indicate verification of ST.a �_ :� :s: : o . compliance with Contract Documents. field measurements, field " construction, criteria, materials, and similar data. C. Product optio ont and otl� data; mppl y ma i nuffaactturres tar�rd 4gD fop, 4 data to provide information unique to Work: include installation I CODS CO P) cONSMANT'; instructions. mor, ra'ri'i 1. Submit number of copies which Contractor requires, plus two copies which will be retained by ArcNtect. D. Shop Drawings: Provide shop drawings for custom fabricated items and as required by various Specification sections. 1. Submit one reproducible and one print of each shop drawing: drawings to include title block, reference to architectural Drawing, and required information: minimum sheet size 8- V2" -11 ". 2. Correction and notations will be made on reproducible: incorporate revisions and resubmit shop drawings when directed by Architect. 3. Architect review is for design concept orgy. Contractor is responsible for shop drawing accuracy. fittugs, coordination, construction techniques, materials, and work required by Contract Documents. 4. Architect review of shop drawings does not signify approval of departures from Contract requirements. 5. Reproduce and distribute after Architect review. Allow one week for Architect review. E. Samples: Provide minimum two samples to Architect prepaid. 1. Sample sizes shall be between 6' and 12' in dimension: submit full range of standard colors, textures and patterns r t. 2. Innclude Project, Specification and location on each sample. giving full information. F. Certificates: Submit certificates to Architect, in duplicate. in accordance with requirements of Specifications section. SECTION 01400- QUALITY CONTROL A. General Quality Control: Maintain quality control over suppliers, manufacturers, products, services, site conditions. and worfarensh ip, to produce work at the specified quality. B. l4anufacturer's Field Services: When specified in the Contract Documents sectims, require manufacturer or supplier to have qualified personnel provide on -site observations and recommendations. 11knufacturer's representative shall: a. Observe field conditions. including conditions of surfaces. b. Observe quality of wwkmlar" and methods of installation. c. Provide recommenda for installation aid w orlanardV. d. Where required, start, test, and adjust equi m. t as applicable. e. Submmit written report to Owner of observaionns. C. Testing Laboratory Services: Provide testing laboratory services required by local authorities for eoriformance to aWzable codes. 1. Services Shall be performed in accordance w a h req*ements of governing authorities. 2. VAve tests are reg6*ed, testing %Watory shall submit copy of test results directly to enforcing agency. SECTION OTb00- CONSTRUCTION FACILITIES A. Temporary Per: provide power services and iV hti% required C i'rf = � -vaVLA r. SCALE: REMODEL notification to appr iate agencies & owner Tax 2) Construction Equipment: Store and service construction ON528M equipment in covered areas designated for collection of oil wastes. c. Land and Historical Resources= identify land and his torica l resources to be preserved within work area prior to construction. I Approvals: Do not remove, cut, deface, injure or destroy land resources including, but not limited to, trees, shrubs, vine, GAP INC. grasses, top sal, and land forms and/or historical resources CORPORATE ARCHITE without prior, written. Owner approval. 90i CHERRY AVENUE d. Dust, Air Pollution, and Odor Control: Prevent creation of SAN eRUnn. ca 94066 dust, air pollution and odors (650) 952 -4400 I Use water sprinkling (using reclaimed water whenever possible), temporary enclosures and other appropriate methods to limit dust STORE No: 5359 and dirt rising and scattering in air to lowest practicable. DO not use water sprinkling if it can run into storm drains. EocAT 2) Do not use water when it could create hazardous or other PARKWAY SUPERCENTER adverse conditions such as flooding and storm water pol lu tion. 17470 SOUTHCENTER PKWY 3) Store volatile liquids, including fuels and solvents in closed TUKWILA, WA 98188 containers. in a manner that protects them from damage and/or vehicular traffic. 4) Properly maintain equipment to reduce gaseous pollutant GAP MU I.D.: 0000039437 emissions, e. Noise Control: Perform removal and construction operations VERSION: o" 8/05 to minimize nose: perform noise producing work in less sensitive hours of the day or week as directed by Landlord or Building AnicHl�cT; Owner. f. Disposal Operations: Promptly and legally transport and dispose of removed and removed items and waste materials not identified brews to be recycled or reused through a licensed disposal facility. 1) Do not burn. bury, or otherwise dispose of nbbish, debris. or Archite c h i t e ct s Archite waste materials on Project site. 1 3500 W. Burbank slid Surbank,CA 91SM SECTION 01300- SUBMITTALS j 816� rau A. General Contractor shall review and coordinate submittals prior to fabrication or installation of relevant work. and submit them for Architect review and approval. The Contractor shall also: sTAIMP; 1. Schedule submittals in orderly sequence to prevent delays in construction. 2. inform Architect in writing at time of submission of any 7672 proposed deviation in submittals from requirement of Contract ` Document. 3. Refer to Section 01150- Environmental Procedures for special submittal requirements. 3,., =- E „= B. Contractor, by reviewing submittals, indicate verification of ST.a �_ :� :s: : o . compliance with Contract Documents. field measurements, field " construction, criteria, materials, and similar data. C. Product optio ont and otl� data; mppl y ma i nuffaactturres tar�rd 4gD fop, 4 data to provide information unique to Work: include installation I CODS CO P) cONSMANT'; instructions. mor, ra'ri'i 1. Submit number of copies which Contractor requires, plus two copies which will be retained by ArcNtect. D. Shop Drawings: Provide shop drawings for custom fabricated items and as required by various Specification sections. 1. Submit one reproducible and one print of each shop drawing: drawings to include title block, reference to architectural Drawing, and required information: minimum sheet size 8- V2" -11 ". 2. Correction and notations will be made on reproducible: incorporate revisions and resubmit shop drawings when directed by Architect. 3. Architect review is for design concept orgy. Contractor is responsible for shop drawing accuracy. fittugs, coordination, construction techniques, materials, and work required by Contract Documents. 4. Architect review of shop drawings does not signify approval of departures from Contract requirements. 5. Reproduce and distribute after Architect review. Allow one week for Architect review. E. Samples: Provide minimum two samples to Architect prepaid. 1. Sample sizes shall be between 6' and 12' in dimension: submit full range of standard colors, textures and patterns r t. 2. Innclude Project, Specification and location on each sample. giving full information. F. Certificates: Submit certificates to Architect, in duplicate. in accordance with requirements of Specifications section. SECTION 01400- QUALITY CONTROL A. General Quality Control: Maintain quality control over suppliers, manufacturers, products, services, site conditions. and worfarensh ip, to produce work at the specified quality. B. l4anufacturer's Field Services: When specified in the Contract Documents sectims, require manufacturer or supplier to have qualified personnel provide on -site observations and recommendations. 11knufacturer's representative shall: a. Observe field conditions. including conditions of surfaces. b. Observe quality of wwkmlar" and methods of installation. c. Provide recommenda for installation aid w orlanardV. d. Where required, start, test, and adjust equi m. t as applicable. e. Submmit written report to Owner of observaionns. C. Testing Laboratory Services: Provide testing laboratory services required by local authorities for eoriformance to aWzable codes. 1. Services Shall be performed in accordance w a h req*ements of governing authorities. 2. VAve tests are reg6*ed, testing %Watory shall submit copy of test results directly to enforcing agency. SECTION OTb00- CONSTRUCTION FACILITIES A. Temporary Per: provide power services and iV hti% required C i'rf = � -vaVLA r. SCALE: AS s*0WN MAWN BY: Tax JOB %-- ON528M I SIFT ME: 1 SPECIFICATIONS SP -1A 9 ft If Issue M Vff; pffwl6i€ilft: X* rl)Oc OOIGTIWTIOW WVISION: 1 /\ I a 1'- r for operations, with branch wiring and distribution boxes located to allow services and lighting by means of construction -type power cords. 1. Connect to existing service, provide branch wiring and distribution boxes located to allow service and lighting by means of construction -type power cords. 2. Maintain energy management controls to conserve power. B. Noise, {lust and Pollution Control: Provide materials, and equipment necessary to comply with Landlord and local requirements for noise dust and pollution. C. Barriers and Enclosures: 1. Provide environmentally safe barriers as may be required to protect adjacent properties from damage from operations: and as required by governing authorities. Refer to Environmental Section 01150 for more information. 2. Provide, as specified, environmentally safe temporary enclosures where construction penetrates exterior components. 3. Materials: Provide, as specified, environmentally safe materials which are nontoxic, recyclable or reusable. D. Cleaning: Control accumulation of waste materials and rubbish: recycle or dispose of off -site at intervals approved by the Landlord and complying with special environmental procedures specified in Section 01150. E. Signs: Subject to approval of Owner and Landlord. F. Removal and Cleaning: Remove construction facilities, clean and repair any damage, both outside of and within the Project area which were caused by performing the work in the in the contract documents. SECTION 01600 - MATERIALS AND EQUIPMENT A. Products: 1. Components supplied in quantity shall be interchangeable: provide materials and systems by one manufacturer to extent possible; provide new materials unless otherwise directed in Contract Documents. 2. Provide of install no asbestos containing materials. B. Installation= Install items piumb, level, and secure and correct relation to adjacent products. 1. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration and racking. C. Transportation: Transport products by methods to avoid damage, deliver undamaged in manufacturers unopened containers or packaging. Manufacturers are encouraged to use recyclable or reusable packaging materials. D. Handling: Provide equipment and personnel to handle by methods to prevent soiling damage. 1. Promptly inspect shipments to assure products comply with Contract Document requirements, quantities are correct, and products are undamaged. E. Storage: F. Protection: After installation, provide coverings to protect products from damage from traffic and construction operations, remove when no longer needed. Refer to individual specification sections for more information on protection of material. SECTION 016:10- SUBSTITUTIONS A. Products: Provide materials, systems and equipment specified for products specified by reference standard, provide product meeting standard: submit requests for substitutions for products not specified. B. Requests for Substitutions: Submit requests for substitutions to Architect with manufacturers 'cut sheet' in writing. Architect will signify acceptance either by submitting AIA form G709 Proposal Request, or in writing on Gap inc. letterhead. Additional environmental requirements for substitution requests are given in Section: 01150 C. 1 a. C. Contractor: investigate proposed substitutions prior to submittal to Architect: include cost and schedule changes caused by substi tutions; submit separate i equests for each product. 1. Requests indicate Contractor has investigated product and that it meets or exceeds specified products; will provide same warranty: and waives right to claim for additional costs which subsequently become apparent. . titute products shall be not be ordered withoLt written least environmentally sound as specified prodw.ts; Manufacturers cut sheets, product composition information, fire rafirig, smoke density, and other information may be regt/red by krWitect or envirortrlental considerations. Substitutions shall conform to Specification Section 10150 C.1. D. Architect and Owner will be fine! )xiges of acceptability and reserve riglnt to reject proposals due to ir information. SECTION 01700- CONTRACT CLOSEOUT A. CorrVetion: At corrGlettan the contractor shell submit certification to the Owner. that the Wcek fors been *4)ected and has been coVeted in accordance wi Contract Documents and deficiencies rioted by Arch and Owu Bove been corrected. B. Final Cleaning: Clean interir and exterior surfaces exposed to view: remove temporary zbels, stars and foreign substances, poJush tr2ri5F2- ent and g sLrfaces. vaaw carpeted and soft sifaces. Use only non lwei Oeatit'ig nTe ter IaQ: v nepr and wa :er shali be i&W for Cwir g as;. r6 otter cwirg mi terials stroll be perrmtted for glass. 1. Chi bathrooms, stoclQCrn. lrckng mopping firers, storefront ba ss irGkle a nd out. ar d mi Own cast IrmCiE&V daw-ars, grass. resilient f.W. ard clean shelves cf dust marks. 2. Dust light fixtures and 1iorouglify vacum carpet. 3. Clean floors as specified in Section 09700. 4. Touch up rrrarred surfaces, dents and scratches carpletely. 5. Repair or replace damaged fristies as requred by Gap replace filters on mechanical eqi 7. Remove waste, surplus materials and rubbish for Project and site. 8. Assemble and clean floor display fixtures. C. Project Record Documents: Keep documents current: do not permanently conceal work until required information has been recorded. 1.Indicate actual work on Drawings: indicate actual products used in Project Manual. including manufacturer, model number and options. D. Data: Provide, to Owner, material, finish, maintenance data submitted by manufactures bound in three ring binders, organized in format similar to specifications. 1. Provide written operating instructions and maintenance procedure for equipment installed under equipment, electrical pluming, air conditioning, heating and ventilating subcontracts. E. Warranties: Provide warranties, to Owner and required by Contract Documents and where provided by manufacturer for products specified. 1. Provide duplicate copies on Contractor letterhead. countersigned by subcontractor and installer. 2. Rejection of Warranties: Owner reserves the right to reject unsolicited and coincidental product warranties which detract from or confuse interpretations of Contract Documents. F. Demonstrations: Prior to final inspection, demonstrate operation of each system to Owner. DIVISION TWO: SITE WORK SECTION 02070 - SELECTIVE REMOVAL PART 1: GENERAL 1.01 Summary A. SECTION INCLUDES 1. Remove designated building equipment and fixtures. 2. Remove designated partitions and components. 3. Salvage of recyclable materials. 4. Cap and identify utilities. 5. Temporary partitions to allow building occupancy. b. The Architect and Owner have no knowledge and shall not be held liable for any asbestos or other hazardous substances on the job site. B. RELATED SECTIONS 1. 01100 summary. 2. 01150 Environmental Procedures: Salvage of Recyclable materials. 1.02 SUBMITTALS A. Submit removal and removal procedures and schedule. B. Submit record drawings. 1.03 PROTECTION A. Comply with applicable local, state, provincial and Federal codes and regulation pertaining to safety of persons, property and environmental protection. B. Conduct removal to minimize interference with adjacent buildings areas. Maintain protected egress and access at all times. C. Provide, erect and maintain temporary barricades, security devices, guard rails and lighting and necessary and as required by applicable regulatory agencies, to protect workers and occupants of the building. D. Prevent movement or settlement of structures. Provide. Engineer and place bracing or shorug and be responsible for safety and support of structure. E. Cease operations if safety of structure appears to be endangered. Take precautions to properly support structure. Do not resume operations until safety is restored. 1.04 EXISTING SERVICES A. Arrange and pay for disconnecting, removing and capping utility services within areas of removal. Disconnect and stub-off. Notify Landlord, Architect and the affected utility company in advance before starting this work. B. Cap off existing pkming, electrical and mechanical not utilized in new schermn per code and clear of new work. Cap abandoned floor penetrations below floor finishing. Reuse existing circuits and pitming lines where possible. C. Place markers to kxkate location of disconnected services. Identify service lines and capping location on Project Record Documents. PART 2: PRODUCTS 2.01 MATERIALS A. Except where noted or specified otherwise, maintain possession of materials being removed; immediately remove from site. PART 3: EXEDJTION 3.01 PREPARATION A. Erect and rmaintain weatherproof cures for exterior openings. B. Erect and maintain temporary partitions to prevent spread of dust, fumes, noise, and smoke to provide for Owner occupancy. On com. plebes, remove partit" are repay darreged surfaces. C. Protect existing items wfi'ch are nct :rodcated to be altered. D. Disclxrect, remove and cap des..Voted undity services within r°,.'rioval areas. E. Locate guard rats in stak".'s and around open shafts. Pest C iy vabI've wam:tg S;76. 3.02 EXECUTiON A. A move in a orderly and cuefuf manner as rimed to accrxrmodate new work. inciu dig that required for connection to the wasting building. Proiect existrg supportrg Structural rrlerrtoers. B. Remove interior par titions. equafpment and fixture casework, storefronts, furring. Oedirg systems, finish fioorM and other items clot used in new Project, cries otherwise noted. C. Remove existing floor material, clean existing concrete floor slab, and prepare to receive new finish floor. D. Except where noted otherwise, immediately remove removed materials from site. E. Assume costs of disposal of debris from removed work, including costs assessed by a Landlord on a pro-rata basis: Contractor to determine If such charges are to be assessed. F. Remove materials to be re- installed or retained in a manner to prevent damage. G. Repair all removal performed in excess of that required at no cost to the Owner. H. Remove and promptly dispose of contaminated, vermin infested, or dangerous materials encountered. I. Do not burn or bury materials on site. J. Salvage of removed materials: Sort all removed materials. and deposit materials at recycling centers or salvage companies. The list of Recycled materials includes, but is not limited to, the following: 1. Metal studs. 2. Gypsum board. 3. Wood millwork. 4. Miscellaneous plastics, glass, metal, wiring and conduit, paper etc. K. Leave site broom clean. DIVISION THREE: CONCRETE SECTION 03532 - (ENENTITIOUS FLOOR TOPPINGS A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. Prevent damage or contamination of materials by water. freezing, foreign matter or other causes. Deliver, store and precondition material on -site at least 24 hours before work begins. Provide heated and dry storage facility on -site. B. Self leveling, wear - rated. self - dying concrete topping shall be one of the following: 1. Mapei Corporation (Contact: Bruce Burton- 888 - 300 -4422) a. Primer for absorbent concrete: Ultraprime L b. Primer for non-absorbent surfaces: Ultraprime WE c. Topping: Ultratop Gray 2. Ardex (Contact: Benjamin Mack- 724 - 203 -5054) a. Primer : P -51 or EP -2000 b. Topping : SD-T C. Deep topping placement (2" to 5 to 127=0 over large areas may require multiple lifts or the addition of well - graded, round, washed and cried (SSD) pea -gavel (sized - VW to 3/8 32mm to 9.6mm). Contact Manufacturer for additional information. D. Water shall be clean, potable, and sufficiently cool. E. Refer to manufacturer's current published product literature for complete surface preparation, priming and installation details for the topping system being installed. F. All concrete sub - floors must be structurally sound, stable, solid, clean, dry, free of dust, oil, wax, grease, asphalt, paint, latex compounds, acing and sealing compounds and any contaminant which could act as a bond breaker. Mechanically clean the surface by shotblasting, scarifying or Other mechanical means. G. install primer and topping in accordance with Manufacturer current published 'instructions. Installation to be done by installer certified by the manufacturer. using nixing and i methods as specified by the manufacturer. Install expansion and control joints in accordance with TCA me#W EJ171. H. Surface shall be true to plane within V4" maximum gap under a straight edge in any direction in accordance with ACI 302.1 R -89. Flatness Tolerance. DIVISION FOUR: MASONRY WT USED) DIVISION{ FIVE: METALS (NOT USED DIVISION SIX: WOOD AND PLASTICS SECTION 06200- FINISH CAWENTRY . J PART 1: SAL 1A1 SLAW..RY A. Section krkxfes 1. Frov& firissh carpentry (field fabricated) as remmed for campte }e Prot as i. dcated coordnate with Archtectural W006*'O k. section 06400. 2. Stavirg: Ftrriish and iista =l stioviig, wall standards and hardware and sWf edging (office and closeta 3. Cash Wrap Carter: Provided under separate contract, General Contractor to install incluxfng electrical work. B. Rela Sections 1. 09900 Painting 2. 06100 Roto Carpentry 'LO2 ENCES A. LCF Shaul= comply vAth AIW A2082 and ASTM E84 Crass C (110 fire rating (76 -200) B. Finish Carpentry shall conform to American Woodwork Institute (AWI), Woodwork Institute of California (WIC) or Architectural Woodwork Manufacturer's Association of Canada (AWMAC) quality standards. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Morgan Marshall, Syndicate Systems (fitting room, hang-rod alcove shelves) B. Retail Fixtures (managers office shelves) C. Crown Metal (all shelving hardware) 2.02 PRODUCTS A. General Finish Carpentry: 1. Paint Finish Plywood: American Finish Plywood Association (APA) BN grade. 3/4" thick 7 ply panels with face veneers of natural White Birch for paint finish: premium grade. All exposed plywood to be painted; see section 09900-Painting for materials and execution. 2. Concealed Plywood: Any soft wood species. APA Exterior type, Medium Density Overlay. APA MDO /EXT -APA: fire retardant treated where required by applicable code: Economy Grade. 3. Solid Lumber: MAPLE or Cedar suitable for paint finish: Premium Grade moisture content maximum 0, minimum 6%. 4. MDF: Medium Density Fiberboard. B. Shelving: 1. Office and Closets: As detailed, 5/8" thick MDF particle board 2.03 ACCESSORIES A. Shelving Hardware: Crown Package for Old Navy: 1. Starxfards: Crown *SP 2287 -B 124' single slotted, powder coat white finish (at managers office). Standards: Crown *SP 287IM single slotted, zinc finish (at stockroom closets, fitting room alcoves). 2. 12" Brackets: Crown *SP 2159 shelf bracket with *CW 5116 front clip. notcied. satin trivalent finish. PART 3: EXECUTION 3.01 INSTALLATION A. Shelving 1. Surface masted wall standards: install to a level line, from the finish ceiling down to locate splice joints nearer to finish floor. a. Use wood screws into backing provided by Sub- Contractor. b. Bottom of standard per arch. elevation FOR CANADA: Bottom standard 6" A.F.F.; Top standard per elevation). c. Spacing of Standards: maximum 24' on center (unless otherwise noted). DIVISION SEVEN: THERMAL AND MOISTURE PROTECTION SECTION 07900 - JOINT SEALERS R 200 REMODEL 0LU NAVY GAP INC. CORPORATE ARCMIECIURE 901 CHERRY AVENUE SAN BRUNO. CA 94M (650) 952 -4400 STME NO: 5,359 LOCATION PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 I GAP I'ROL ID: 0000039437 ARCHITECT: Linane /brews Architects f a5oo W. Burbanl Bbd Bwbu*.CA 91505 J 81s�saso $ISM3.8 5 Fax Si ,► 'tc c_. iC i JAMES F DR=;r PART 11GENERAL PCECFlCATOIS 1.01 SUMMARY TAK A. SECTION INCLUDES CoNSU-TANT: t Provide joint sealers, including caulking, and backing material for interior and exterior joints not specified elsewhere. B. RELATED SECTIONS ; " _ R1 ED VOR 1 1. 07600 Flashing and Sheet Metal , �� ?Afi 2. 08450 All Glass Entrances and Storefronts 3. 10161 Laminated Plastic Toilet Partitions and Screens 1.02 SUBMITTALS M,;,3 '• 3 '';'�° A. SAMPLES 1. Provide for each exposed 'pint sealer. i B. CERTIFICATION 1. Manufacturer's certification joint sealers comply with Contract _ Documents and are suitable for Project application. Im win DATE: 1.03 PROJECT CONDITIONS A. Do not install joint sealers under unfavorable weather PffaTJsoru.= xxrx conditions: install elastomeric sealants when temperature is in CONSTRUCTION lower third of rro blacturer recorrmermded temperature range. 1.04 WARRANTY A. Repair or replace joint sealers which fail to perform as intended, because of leaking, crurnbliig, hardening, shrinkage, REVISION= Q bleeding, sagging, staining or loss of adhesion. Q 1. Warranty Period: Two years. _ PART 2: PRODUCTS 2.01 MANILIFACTIRERS A. The followwing manufacturer's products have been specified in this section= t Tremco (800) 321 -7906 2. Mameeo/Pecma (800) 233 -9754 3. GE (800) 332 -3390 4. DOW (510) 490 -M 2.02 MATERIALS A. Select materials for compatibility with joint surfaces and k4cated exposures; select modulus of elasticity and hardness recorrrnerided by manufacturer for application. 1. General Exterrar Sealant: Trerrico/Dyrmieric, Mameeo Vul kem (Or Vukem for Canada) 922, or Peeora/Dynatrd 11 multi-cormponent poiyurethrarme sealant: ASTW C920. Type M, Grade NS, Class 25. nor sag- 2. Traffic Bearing Sealant: TremcefTHC 900, Mameeo Vultkem (Or VU kem for Canada) 245, or PecoraiM -200 Urexpan multi- eomponerit polyurethane sealant: ASTM C920, Type M. Grade P. Class 25m self - leveling. 3. Interior Wet Area SeaWt: GE/Saritary Seaiant, Dow/786 L4& .v Resistant Silicone Sealant. Tre mieoiProglaze (Or Trermsil 200 for Canada). or Pecora /863 mildew- resistant silicone rubber semant compounded specifically for mildew resistance. 4. interior General Sealwit: TrenWAcryfic Latex (Or B34 Latex for Canada) or Pecora/AC -20 acryk. or modified acrylic secant. nonstairwig and norV eeding; recorrinwded by mandacturer general interior expanse. 5. Prkws/Sealers: Non-sta ring types recommended by jaunt sealer manufacturer for pnt surfaces to be primmerdl or sealed. 6. Joint Clearters: Noncorrosive types recomre*d by pint sealer Manufacturer; corrpatbfe with mint forming Ina terW& CM SCALE: PCECFlCATOIS CRAM. BY: TAK JOB r MOM I SHET Trig= SPECIFICATIONS SP -2A f • S t 7 r LA r 7. Bond Breaker Tape: Polyethylene tape as recommended by pint sealer manufacturer where bond to substrate or pint filler must be avoided for proper performance of pint sealer. 8. Sealant Backer Rod: Compressible polyethylene foam rod or other flexible, permanent, durable nonabsorptive material as recommended by joint sealer manufacturer for compatibility with joint sealer. a. Oversize backer rod minimum 30% to 50% of joint opening 9. Colors: Provide colors indicated or as selected by Architect from manufacturer's standard colors. PART 3: EXECUTION 3.01 PREPARATION A. Clean joint surfaces immediately before installation of pint sealer. Remove dirt, insecure materials, moisture and other substances which could Interfere with bond of pint sealer. 1. Prepare joint surfaces as recommended by pint sealer manufacturer. 3.02 INSTALLATION A. Comply with manufacturer's printed instructions except where more stringent requirements shown or specified: comply with ASTM C962 for installation of elastomeric pint sealants. 1. Set sealant tracker rods at proper depth or position in pint to coordinate with other work, including installation of bond breakers and sealant: do not leave voids or gaps between ends of back rods. 2. Install bond breaker tape where required by manufacturer's recommendations to ensure joint sealers will perform properly. 3. Ensure ;hint sealers are deposited in uniform, continuos ribbon without gaps or air pockets, with complete 'wetting" of bond surfaces equally on opposite sides. 4. Joint Configuration: Fill pint to a slightly concave surface, slightly below adjoining surfaces, as defined by ASTM C962. 5. Curing: Cure joint sealer in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability. 6. Maintain finished pints free of embedded matter, ridges and sags. 3.03 CLEANING A. 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. DIVISION EIGHT: DOORS AND WINDOWS PART 1: GENERAL A. Furnish and install complete, code confirming finish hardware installation as required for fully operational facilities, including work required for proper completion of Project. though not definitely specified herein. B. Contractor is responsible for the proper applicatoin and fit of all finish and specialty hardware in locations as indicated on drawings or as specified. Coordinate dimension between hardware items where the installation of any items affects the operation or installation of another item. PART 3: EXECUTION A. Install hardware in accordance with manufacturer instructions and recommendations. 1. Heights of items shall conform with applicable codes; instal! items not shown on Drawings in accordance with recommendation of Builders Hardware Manufacturers Association. 2. Mounting positions subject to approval by Architect. 3. Fit hardware prior to painting, then remove for painting of doors and frames before final re- installation of (E) hardware. B. Hardware: Seemly anchor with appropriate fastening devices, finish exposed fasteners to match hardware. 1. Sex Bolts and grommet nuts shall not be permitted; coordinate templates and reinforcing with on and frame manufacturers. C. Notify Owner representative of any modifications required due to local code requirements. SECTION 08870 - GLAZ0% : iLM A. Furnish and install Glazing film for inside face of bass as indicated on drawings. B. Submit two copies of manufacturer's literature. including application instructions. Material Safety Dato Sheet, and ise requir in maintenance mantel. C. Submit maintenance and creating instruction descrb:ng proper cteamng procedures and proper clean-rig solutions to use in maintenance manual. D. Fair. icator/ Applicator to have exeerserce. and training in tarwnatino firm to glass for 5 years_ E. TransRxent Frosted Fi�mt: Ma; -cc. afT -200 -x 2mnm. ,8t%-225 -*326) F. Opaque Firm: 3M. Scotdncal 7725 -ri G. UV/Ener� Control Film.: Pkaico. Suiscape Selects - Gesignur Gray *55 (800-225 - 1926) H. Anti Graffetti Fife*n: Macho, LCL- 60G -Y.S9G (800 -225- IM) 1. Prepare t griass a:rx! Mta glazing fi,rn at i�wle face of gra per maractu instructions. DjVG!ON N. FhN&ES SECTION 09660 - RESLEN T. TEE FLOOR %VG PART 1 GDE -RAL 101 THS SECTION p aLOES A. F looring aid accessories as shoFM: an the drawings and sched fes and as +rdieated by the rejuirersernts of the section. 102 QUALITY ASSWA1NCE AND FMATORY REW f ElwW. S A. Ste} an insta.:or w�ro s carrpetenl in the �6taliation of r .strong resilient ti fioa 4 6. If required, provide flooring material to meet the following fire test performance criteria as tested by a recognized independant laboratory: a. ASTM E 648 Critical Radiant Flux of 0.45 watts per sq. cm. or greater, Class I. b. ASTM E 662 (Smoke Generation) Maximum Specific Optical Density of 450 or less. 1.03 SUBMITTALS A. Submit manufacturer's technical data, installation and mmmaintariance instructions (latest edition of 'Armstrong Guaranteed Installation System: F -5061 for flooring and accessories. B. Sutxnit the manufacturer's standard samples showing the required colors for flooring and applicable accessories. PART2 PRODUCTS 2.01 RESILIENT TILE FLOORING MATERIALS A. For Feature Tile: Provide Feature Tile Excelon tile Flooring Manufactured by Armstrong World Industries, Inc., in MONO GRAY color, having a nominal total thickness of V8 in. (32mm), 12 in. x 12 in. (305 mm x 305 mm), composed mposed of polyvinyl chloride resin binder, plasticizers, fillers, and pigments with color and texture dispersed uniformly throughout its thickness. Vinyl composition tile shall conform to the requirements of ASTM F 1066, Class 2 - Through Pattern. 2.02 ADHESIVES A. For Tile Installation System, Tile On: Provide Armstrong IS -5151 (S -7501 Resilient Tile Adhesive under the tile over smooth, completely bonded existing resilient flooring. 2.03 ACCESSORIES A. For patching, smoothing, and leveling monolithic subfloors (concrete, terrazo, quarry tile, ceramic tile, and certain metals), provide Armstrong (S -183 Fast - Setting Cement -Based Urnderlaynment 1 IS -1344 Fast - Setting Cement -Based Patch and Skim Coat] IS -194 Fast - Setting Cement -Based Patch and Underlayment 1 B. For sealing joints between the top of wall base or integral cove cap and irregular wall surfaces such as masonry, provide plastic filler applied according to the manufacturer's recommendations. C. Provide transition/reducing strips tapered to meet abutting materials. D. Provide threshold of thickness width as specified here -in. E. Provide resilient edge strips of equal gauge to the flooring, homogeneous vinyl or rubber composition, tapered or bullnose edge, with color to match or contrast with the f000ring, or as selected by the Architect from standard colors available. PART 3 EXECUTION 3.01 INSPECTION A. Examine subfloors prior to installation to determine that surfaces are smooth and free from cracks, holes, ridges, and other defects that might prevent adhesive bond or impair durability or appearance of the flooring material. B. Inspect subif dors prior to installation to determine that surfaces are free from wring, sealing, parting and hardening compounds; residual adhesives: adhesive removers: and other foreign materials that might prevent adhesive bond. Visually inspect for evidence of moisture, alkaline salts, carbonation, dusting, mold, or mildew. C. Report conditions contrary to contract requirements that would prevent a proper installation. Do not proceed with the installation until unsatisfactory conditions have been corrected. D. Failure to call attention to defects or imperfection will be construed as acceptance and approval of the sublfloor. Installation indicates acceptance of substrates with regard to condition existing at the time of intallation. 3.02 PREPARATION A. Smooth concrete surfaces, removing rough areas, projetions. ridges. and bumps, and filling low spots, control or construction joints, and other defects with Armstrong (S -183 Fast- Setting Cement- Based U nderlaymentXS -184 Fast - Setting Cement -Based Patch and Skim CoatXS -194 Fast- Settirig Cement -Based Patch and Under;ayment) as r by the flooring manufacturer. B. Remove paint, varnish, oils, release agents. sealers, and waxes. Re move residual adhesives as recommended by the flooring manufacturer. Remove acing and hardmehg compounds not corrpatble with the adhesives used, as indicated by a bond test or by the compound manufacturer's recommendations for flooring. Avc4d organic solvents. C. Perform stbfloor Calcium Chfrride Tests (and Bond Tests) as described in pxtblication F -5061. 'Armstrong Guaranteed installation System: to determine if surfaces are cry: free of acing and hardening oompournds, old adhesive, and other coatings; a nd ready to receive flooring. D. V aaum or brom -dean surfaces to be covered imnhed.ately before the application cf flooring. Make su afloor free from dust. dr:. grease. aid ai! foreign rmater!ais. 303 .WTALLATION A. irstail fiocre in strict a:xrd arse wi% the latest edition of ',=64.ary GLwa+.eed Sys err.. F -5061. B. ftta!i 1 1 1 wing wat to wall before tie installation of floor -set cabinets, casework. futrnitire. equp wit. movable partitions. etc. Extend flooring into toe spaces. door recesses. closets. a:md s+rmilar opwwgs as Stmown on the dr awings. C. If required. instag flooring on parrtype floor access covers. IVaintain ctntiuity of color and pattern within pieces of fearing imstaised on these covers. Adhere flooring to She subfioor around covers arid to covers. D. Sate. cut, and ft to pemrsarmertt fixtit res, c okam. walls. partitions. pies, outiets. and built -in fumiWre and cabinets. E. Install flooring with adhesives, tools, and procedure in strict accordance with the manufacturer's written instructions. Observe the rocommended adhesive trowel noth Bing, open times, and working times. F. Place resilient edge strips tightly butted to flooring, and secure with adhesive recommended by the edge strip manufacturer. install edge strips at edges of flooring that would otherwise be exposed. PART 1 GENERAL 1.01 SUMMARY A. This section includes 1. Contractor shall install carpet and carpet accessories as furnished by The GAP INC., where shown and noted on drawings 1.02 SUBMITTALS A SHOP DRAWINGS 1. Seaming Plans: Submit complete Isyout plans including locations of seams and method of sealing for Architect's review. 1.03 PERFORMANCE REQUIREMENTS A. Flame Spread: ASTM E84 Flame Spread 75 or less. B. Flammability: ASTM E648 critical radiant flux .45 watts/cW2 or greater C. Smoke Density: ASTM E662 Smoke Density rating of 450 or less in flaming mode. D. Methenamine Pill Test: FF 1-70 passed 1.04 PROJECT CONDITIONS A. Do not commence carpet installation until painting and flashing work is complete and ceiling and other overhead work has been tested approved and completed. B. Maintain room temperature at a minimum 60 F for at least 24 hours prior to installation and maintaining approximate relative humidity area within tollerances recommended by the manufacturer. C. Provide sufficent lighting as recommeded by manufacturer PART 2 PRODUCTS 2.01 MANIIfFACTURERS A. Carpet: Shaw industries (800 241 -2073) A Carpet Accessories: The following companies have products specified in this section: 1. Adhesives: Henry's Robert's, Taylor, Chaptco, or AIH. 2. Seam Sealer: Orcon, Robert Company, LD Brinkman 3. Z Bar: Colortrym, Macklantxrg (800 777 -9986) 4. Base: Roppe (800 537 -9527) 5. Edge Gaurd: Johnsoniteb (800 899 -8916) 2.02 MATERIALS A. Carpet: Style No. NSP 2740B 1. Construction: PCVC 2. Fiber: 100% Dupont Solution Dyed BCF Nylon 3. Gauge: A7 4. Sti: 7.67 per inch 5. Tufted Pile Height: High .281 Low 219 6. Tufted Yam Height: 30 oz. per sq. yard 7. Primary Back: Prolypropylene 8. Secondary Back: Prolypropylene 9. Width: 12 f t 10. Yam Ply: 1235/4 2.03 ACCESSORIES A. Adhesives: The following adhesives are acceptable for use in direct gibe down of carpet: Henry's #355, Robert's #3100, Taylor #295, Chapt #310. or AH #55 "supreme'. B. Seam Sealer: Orcon 'CT -#' tape. Robert Company "Golden Touch', or LD Brinkman #55'Supreme'. C. Z Bar: Colortrym CM501, Macklanburg Dusan Z Bar or equal: Carpet transition to wood flooring to be wrapped and finished with finished wood flan. � against edge of wood and X' higher than D. Base: Provide 4' toeless base as noted on Drawings. Manufacturer: Roppe, Rubber Base #50, Cola: Dark {;grey. E. Edge Gaurd: Provide Carpet edge gaurd at carpet/concrete transitions as noted on Drawings. Manufacturer: Johrhsonite No. EG -20-G. Color: Charcoal. PART 3: E11ECUTION OF WORK 3.01 PREPARATION A. Clean floors of dust, dirt, solvent, oil, grease, paint, p.aster, and other substances dtrimmental to proper performance of adhesive and carpet. Allow floors to thoroughly dry. B. Ensure doncret floors are free from scaling and irregularities and exhibit neutrality from acidity and aklirmity. C. Use an approved eementitous filler to patch cracks and small holes, and for leveling. Enure all floors are level, with maxim min surface carnation of Jk in V. noneut tfttive. 0. Commencement of carpet installation shall signify acceptance of satisfactory ccn itiore. 3.02 INSTALLATION A. General 1. Cabinet r�ror��c shall be i.*istalled Over finished flooring: sdbedde k so ru i. �r nr pan1i� and v K (awn ova Cancan and assure a.rpet is protected from damage from any source. B. Stairs t Install stair ca-'pet nosings at stairs are special g0ging strQs v4we carpet terminated at other floor comings uaiess otherwise shawrL 2. Use frfl length pieces only. Butt tight to vetbcl spaces. vmtnere splicing carMt be awaided, butt ends tight and fkdL C. Fitting Rooms 1. At fitting rooms carpet shall be hocked to pins of carpet strip and tucked warty behind, A. Fill strips shall not be less than 9" in width and at least 36" in length. Fill strips shall be kept to a minimum. Fill strip locations to be approved by the Architect B. Maintain finish carpet Installation free from tacks, scraps, carpet ripples. scallops, puckers and other defects. 3.04 CLEANING A. After installtionis complete, clean dirt and debris and clean spots with proper spot remover. Remove loose theads and vacuum. SECTION 09700 - CLEAR EPDXY FLOOR COATING PART 1: GENERAL 1.01 SUMMARY A. Section Includes 1. Provide all materials, freight, taxes, labor, equipment and accessories necessary and incidental to the completion of the Epoxy Floor System as shown on the drawings and as specified herein. 2. Responsibilities of the Applicator/Installer bidding this section require correlation with the product manufacturer's Data Sheet and MSDS Sheets. 3. Installer is required to visit and verify site - conditions prior to bidding. B. Related Sections 1. 03500: Cementitious Decks and Topping 1.02 QUALITY ASSURANCE A. Applicator /Installer Qualification: Applicator /installer to have minimum 5 years successful experience with epoxy flooring and shot blasting of work similar in scope and size. B. Consult with manufacturer for specific job conditions and additional support. Floric Polytech 9155 Archibald Blvd., Suite 105 Rancho Cucamonga. CA 91730 TEL: (909) 483 -1870 FAX: (909) 483 -1869 1.03 DELIVERY STORAGE AND HANDLING A. Delivery of Materials: Bidder is responsible for the delivery of the material to the job -site in Manufacturer's original, new, unopened packages and containers bearing Manufacturer name and label in good condition and on -time so as not to delay overall store construction schedule. B. Store materials to comply with Manufacturer directions to prevent deterioration from moisture, heat, cold, direct sunlight or other dletrimmtal effects. 1.04 PROJECT CONDITIONS A. Environmental Conditions where ambient air and substrate temperatures does not fall within the range of 55 to 90 F (18 -33 C), or in situations where relative humidity exceeds 95%. special applicatton methods and/or products may be required. Consult Manufacturer for specific information. B. Condition of Substrate: verify that all job site conditions comply with the epoxy flooring Manufacturer requirements. Any discrepancies must be reported immediately and clarified with the General Contractor Project Manager. 1. Surface temperature of slab must be at least 55F and no more than 9OF for crack and joint fillers and coating. 2. Concrete slab must be aced for a minimum of 21 days. Self - leveling, self - drying concrete toppings. as specified in Section 03500, must be aced for twenty -four (24) hours prior to coatings application. Concrete should be either water aced or cured using a sodium silicate wring compound only. Concrete axed for a minimum of three (3) days using a rapid -set higtt -early concrete or seven (7) to nine (9) days on normal structural concrete can be coated only after consulting with product Manufacturer. if there are any indicators of a moisture problem, contact the General Contractor's Project Manager and product Manufacturer for specific instructions. 3. For surface types other than accrete that require a clear epoxy coating, immediately contact the General Caintractor's Project Manager or manufacturer prior to installation. C. Verify moisture vapor emission levels of concrete substrate (per ASTM- F- 09 -98) prior to applying epoxy coatings. See product summary for allowabl moisture vapor emission levels. 1.05 WARRANTY A. Provide a two (2) year warranty period for correcting failures in epoxy flooring system inckx1ing delarrinatmon. peelig and blistering. PART 2: PRODUCTS 2.01 MAN L FACTURERS A. All materials are to be manufactured by Floric Pd lytech (909)483 -1870 or approved other. 2.02 MATERIALS A. Product Summary (as marufactured by Fbrlo Potytech) 1. (crack. Spall and Joint Filler: E.F-100 Epoxy ,joint Filler 2. Epoxy Coating: ON -2000 Clearseal. 3. Crack and j*t filler f moving cracks or expansion joints: E.F -200 or EJF -300 Flexible Epoxy .lent Filler (consult Manufacturer before use). 4. Allowable moisture vapor errKSsions level when applied over bare concrete: 10 pounds per 1000 square feet per 24 haws. PART 3: EXECUTION 301 EXAMINATION A. Exarrimhe substrates and Cardt under %bio h epoxy flooring will be perfumed for eomplWice, with requirements for application of flooring materials. Do not proceed with application until unsatisfactory conditions have been corrected Start of any of the epoxy flooring work will be considered the Applicators acceptance of the existing fin and site err*on mental conditions. B. AO installation steps must be performed in specification order. Any driiations frost be pre- 2ipprovted„ in writimng, by the General Contractor's Project Manager. 3M PREPARATION A. Prepare concrete surfaces as follows (in some instances, this work may be already completed: clarify performance responsibility with General Contractor Project Managerinitial preparation of concrete surface and follows. (in some instances this work may be already complete: clarify performance responsibility with General Contractor Project Manager). 1. Shotblast and grind as required to obtain optimum bond of flooring to concrete. Remove sufficient sub-floor material to provide a sound surface, free of laitance. glaze. effloresce, mastic , gypsum patch, or any other bond-breaking materials, curing compounds, form - release agents or contaminants. Repair damaged and deteriorated concrete to acceptable condition using approved products only. 2. Surface should be smooth and free of unwanted ridges formed by either mastic, concrete or other materials. 3. Non - destructive mechanical scraping and/or grinding is the preferred method of contaminant removal. 3.03 SURFACE REPAIR A. Fill all holes, spalls, cracks, voids and joints as r ecommended by system Manufacturer with minimal to no residue on surrounding surfaces and as required to provide smooth, level and even substrate. 1. All individual spalls approximately the size of a quarter (718 inch in diameter) and up to 3- inches in diameter. 1-16 inch deep or more, should be filled neatly and level with the surrounding surfaces using the crack, spall, and 'pint filler specified above. 2. All spalls larger than 3 inches in diameter or areas requiring leveling should be filled neatly and level with surrounding surfaces using approved self - leveling, self -drying c ementitious material as specified in Section 03500. All termination for large pours should be straight and keyed-in to eliminate lips or trip hazards. 3. All cracks approximately the width of a nickel and larger must be filled neatly and level with surrounding surfaces using the crack, spall and pint filler specified above. 4. All construction pints must be taped off and filled neatly and level with surrounding surfaces using the crack, spall, and pint filler specified above. 3.04 SHOT BLASTING A. Shotblast floor, using 15 -inch or larger machine, at machine speed of 40 to 60 feet per minute using S170 or S230 shot size with light brush -blast or surface preparation method as follows and as required to create suitable bonding surface for epoxy coating. The clean, porous surface should have a light profile with abraded roughness of medium -grit sandpaper. 1. Verify that iloor is contaminant free, dry, patching and leveling materials are aced, and floor is swept clean prior to shot blast. 2. Varying shot blast techniques may be required to ensure maximum uniformity between concrete and cementitious self- leveling topped surfaces. 3. Shotblast machine to run parallel to storefront entry doors, in straight even lines, unless specified otherwise. 4. Provide consistent light abrasion of concrete slab surface. including all surfaces required, free of streaks and lines, by shot blasting process; minimize overlap markings; at no time shall shot blasting take place dying machine turns. _ 5. After shotblasting is complete and equipment is removed, the f floor shall be swept magnetically to remove all steel shot, and a followed by a fine bristled push broom. After sweeping, vacuum entire floor to remove all remaining dust, shat and debris. 6. Subcontractor shall be responsible for the removal and disposal of all debris created by shot blasting or other surface preparation methods. ' 7. Maintain slab free of all traffic and trades between shot blasti gs and application of epoxy coating. 8. Any damage done to space, such as nrning into drywall, etc., by shotblaster, will be repaired, with all costs associated being charged to shotblaster. 3.05 APPLICATION A. Apply epoxy coatings and repair materials in strict accordance with Manufacturer's directions: use application methods and techniques best suited for substrate and material being applied. Start of any of the epoxy flooring work will be considered as Applicators acceptance of the floor and site environmental conditions. B. Verify that conditions of concrete slab comply with all specified parameters for the condition of the concrete substrate. Excessive moisture In slab or other conditions outside specified parameters may result in unacceptable finish. 1. Take special additional steps as recommended by epoxy coating Manufacturer where Project schedle does not allow for sufficient time for acing. Frish shall be clear, not milky. 2. Take gmjal care to protect flea dying and after application from scuffing, marring. and other damage. do not drag equipmnent, tools or other objects over finish; wear protective shoe coverings. C. Apply each coat in accordance with Marxtfacturer recommendations and installation instructions for specified systems, two coats required. 1. Use roller application of epoxy coating at specified coverage rate. a. Allow lager diryirg time when temperature is low or huimidty is high when there is poor air circdatiom b. Where construction materials may be stocloled prior to final cleaning and buiffirg, comply with requirements specified for protection. c. Cure floor material in accordance wM Man0acturer directions. talking precaution to prevent contamination dying application stauges and before carte wir& Close appiloatim area for a rr0irum of twenty - four (2 4) hays after corrpretion. d. Buff to remove NM -glass finish by lightly scrubbirmg with floor machine tsang 1175ri n machine and VEack pad. D. Finish floor using materials of systems as recommended by kWafa to provide tOforwo surface free of vwihkles, streaks mind marks. 1. Perform steps in specified order, any deviatiore requre pre- approval of Ovlw, General Contractor and lwfactu i er as aesthetic and performance cr aractwistics may be irmpected. 2. No su#mstitutions or different fneterials will be allowed pre-aWoved, in %m itrg, by OwTher_ r IF I:I i'11LI16 REMODEL KID GAP INC. CORPORATE ARMECi W 901 CHERRY AVENUE SAN BRUNO, CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKW ILA, WA 98188 IGW PROD. I.D: 0000039437 1 ARCHITECT= Linane f Drews Architects { 3W W. Burb" B ht Burbank. CA 915% i 8189725= Si8.8 S-M Fax STAW; �Iu t -tTS F. D :r t S STA7F Of EVIEWE ) E D FOR V i C0M'IN 1A%1C1 1 SCALE: AS S%M. 1 1 WAM. mar= TAX I I JOB w.= tNSWAO I 1 %ET ME: 1 SPECIFICATIONS SP -3A i i -.AaAi : 1 i 1 SCALE: AS S%M. 1 1 WAM. mar= TAX I I JOB w.= tNSWAO I 1 %ET ME: 1 SPECIFICATIONS SP -3A i i -.AaAi r 3. Apply all products in strict accordance with Manufacturer instructions. E. Where coverage is incomplete or not uniform, provide an additional coat or eats as required to provide uniform finish. 1. Patched areas: Match elevation of adjacent surfaces. 3.06 CLEANING A. During process of work, remove discarded materials, rubbish, cans, and rags from site end of each work day. 1. upon completion of work, clean splattered surfaces. Remove splattered coating by proper method of washing and scraping, using care not to scratch or otherwise damage finish surfaces. Splattered finished surfaces that cannot be satisfactorily cleaned will be replaced, with all costs associated being ciarged to coatings installer. 2. It shall be the responsibility of the coat ings installer to dispose of all hazardous materials in strict accordance with federal, state and local regulations. 3.07 PROTECTION A. Protect completed, cured epoxy coating against damage. 1. Protect epoxy coating from general construction when tack -free with U4' masonite board, smooth side down: verify with material Manuufactuer, other protective systems subject to approval. 2. Correct damage by cleaning and repairing or replacing and refinishing, as acceptable to Owner. 3. Provide 'Wet Paint' signs as required to protect newly coated finishes. SECTION 09740- VINYL FLOOR GRAPHiG WITH CLEAR EPDXY COATING PART 1: GENERAL SCOPE 1.01 SUMMARY A. SECTION INCLUDES: 1. VINYL FLOOR GRAPHICS (OLD NAVY FLOOR LOGO) 2. CLEAR EPDXY - RESIN COATING FOR VINYL LOGO B. MATERIAL SAFTY DATA SHEETS: Provide MSDS sheets certifying that materials furnished comply with state and federal regulations. C. Maintenance Data: For resinous f ioaing to include in the maintenance manuals. D. Installer Qualifactions: Engage an experienced Installer (applicator) who has specialized in installing resinous flooring similiar in material, design, and extent to that indicated for this Project and who is acceptable to resinous flooring manufacturer. E. Source Limitations: Obtain primary resinous flooring materials, including primers, resins, hardening agents, and sealing or finish coats, though one source from a single manufacturer. Provide secondary materials including patching and fill material. joint sealant, and repair mammals of type and from source recommended by manufacturer of primary materials. F. Material Test: Prior to application verify all materials are compatible with adjacent materials. G. Deliver materials in original packages and containers. with seals unbroken, bearing manufacturer's labels indicating brand name and directions for storage and mixing with other components. H. store materials to comply with manufacturer's writen instructions to prevent deterioration from moisture. heat, cold, direct sunlight. or other detrimental effects. 1. Enviromental Limitations: Comply with resinous flooring manufacturer's written instructions for substrate temperature, ambient temperature, moisture, ventilation, and other conditions affecting resinous flooring installation. J. Lighting: Provide permanent lighting or, if permanent lighting is not in place, simulate wmanent lighting conditions during resinous flooring installation. K. Close spaces to traffic during resinous flooring application and for not lass than 24 hours after application, unless manufacturer recomnriends a longer period. L. Vinyl floor logo: From owner approved vendor. M. Logo Installation Kit: As available from Griffin Media (650- 325 -7989) provide the following product: SF&Q5 - Non Skid Epoxy* N. General: Provide clean, dry, and neutral substrate for vi n yl logo application. 0. Vinyl Logo- Unroll, protect between flat surfaces, and weight. Allow 5 days to remove ctrl. P. Apply logo kit base coat in locations indicated for logo. AV to cure. Sand smooth. 0. Apply viny! logo a eeor ft to logo kit manufacturer's instructions. Clean with logo kit thnner. R. Apply logo kit top coat over Iogo and 1' beyond edge of !ogo. Allow to cure. S. Fro.ect v4ryl logo from da.Tage and wear cis:: iS the remainder of construction period Ise protective methods and Fmteri inck&rg taiTporary Gott of irg_ SECT 09900 - PAWW PART 1: GENERAL SCOPE Ibi SUNM.A.4Y A. Prove paint as speaf*d and Wcated on drawings, incckd q painting of rhr:RWk suppl :ed by others. 1. Work ire Paint items not specifically exk ded finder following IaraAaph 2. items Not to be Painted a. Drywall surfaces concealed from view b. Factory finished equipment and other materials complete with factory finish, inclining merchandizirng shelving and wrap counter c. Finish hardware except where primed for painted finish d. Accoustical tile and suspension systems e. lighting fixtures f. Plumbing fixtures and toilet room accessories B. RELATED SECTIONS 1. 01150 Enviromental Procedures: Salvage of recyclable materials 2. 05500 Metal Fabrications 3. 06400 Architectural Woodwork 4. 08100 Metal Frames 5. 08011 Metal Doors 2. Transparent Finished Wood/MDF: a. 1st Coat: Sher -wood VinylSeaier 24 %, Solids T67F3 b. 2nd and 3rd coat: Sher -wood water white conversion varnish V84F 83 -DRE. 3. Opaque Finished Wood: a. 1st Coat: Enamel Undercoat. b. 2nd and 3rd Coat: Semi -gloss 1001 Acrylic Latex Enamel. 4. Ferrous Metal: a. 1st Coat: Rust Inhibitive Metal Primer. b. 2nd and 3rd Coat: Semi -gloss 100% Acrylic Latex Enamel. 5. Alumin rn: a. 1st Coat: Chromate Primer. b. 2nd and 3rd Coat: Semi -gloss 100% Acrylic Latex Enamel. 6. Plaster: a. 1st Coat: Alkyd Wall Primer Sealer at interior locations. Latex Wall Primer at exterior locations. b. 2nd and 3rd Coat: Eggshell 100% Acrylic Latex Emulsion. 3.04 CLEANING A. During progress of work remove from site discarded paint materials, rubbish, cans and rags at end of each work day. B. Upon completion of painting work, remove masking, clean paint spattered surfaces. Remove paint by proper method of washing and scraping, using care not to scratch or otherwise damage finished surfaces. C. Perform final detailed cleaning and dusting, ready for 3.05 PROTECTION A. Protect work of other trades, whether to be painted or not, against damage and finishing work. B. Correct damage by cleaning. repairing or replacing and repainting, as acceptable to Owner's Representative. C. Provide 'Wet Paint ' signs as required to protect newly painted finishes. D. Remove temporary protective wrappings prior to occupancy. 6. 08700 Wood Doors. 7. 08700 Door Hardware: removal and protection of door hardware during field application of paint finishes. 1.02 SUBMITTALS A. SHOP DRAWINGS 1. Plans: Scale: 1/8 inch per foot. Show areas to receive finishes. Indicate locations of paint colors and sheen. Indicate location of transitions to other finishes. B. PRODUCT DATA 1. Manufacturer's data. such as technical literature, brochures. specifications, material lists and product designation. Include manufacturer's recommendations for preparation and application. C. SAWLES 1. Minimum size 8 inches by 11 inches. a. For transparent and stained finishes, submit samples on specified wood substrate. b. For opaque finishes. submit samples on white cards or gypsum board. D. MOCK -UPS 1. Construct mock -up of the Work in the section, minimum 8 feet long by 8 feet wide. 2. Apply mock -up of coatrrg system over gypsun board substrate. 3. Locate where directed. E. OPERATION AND MAINTENANCE MAMMALS AND INSTRUCTIONS. 1. Indicate shelf life of materials. 2. Indicate cl eanings methods reconirriended 3. indicate clearing methods to avoid. 1.03 QUALITY ASSURANCE A. Coats: The number of coats specific is the minimum required. Provide additional coats if required for full coverage. 1. If not otherwise indicated, the minimum finish requires 1 primer or prep coat and 2 finish coats. B. Provide finish coats and verify compatibility with prkner coats specified in other sections. C. Provide ready -mix coating. When modifications to reaeiy -mix coating are required, such as tarring, coloring or reienforcing: comply with coating manufacturer's recOrrrmendations. 0. Comply with local, reglonal, state. provincial and other federal air quality standards. E. App;icator specializing in perforrriing the work of this section with minO>ttm 5 years doamented experience. ?.04 DELiVERY, STORAGE AND IflUltD-iltii6 A. Deliver, store and hanae in accordance with manufacturer's rec rrrerdations. Protect from adverse exposure to weather and temperature extr . - . Avoid freezing- B. Deliver ireterlals to the Project site ;r. u p ed cxxhtai -rers bear �g m2�achier's naTe and product dewipt.wG correspordng t �S gnatlon on material list. C. S-r rmaterials in a dry. clean ara vrviI ventil a r ea. Store A. Comply with manufacturer's reeom atUt" for application coriditiorr B. Do riot apply coating wt ere Oust is air - borne. C. DD not apply coating whim rain, fog or mist are present, or when anticl)ated prior to err% or %then stirface or room temperature is bellow 50 flees F. D. Mask off and protect floors, fixtures, furniture. equipment. hardware and adjacent surfaces. E. Acc l -innate mateva's in accordan with manufacturer's 1.06 WARRANTY A. Warranty term: 5 years. B. Include coverage for scrubbability, fading, color change, chalking or peeling. PART 2: PRODUCTS 2.01 MANUFACTURERS A. Paint: Benjamin Moore (888) 236 -6667 for Canada: 800- 304 -0304) B. Patching: Fuller O'Brian (888- 265 -6753) or Glidden (800 -984- 5444). 2.02 MATERIALS A. Paint: Provide top commercial line products. 1. Color pigments: Pure. non- fading. types to suit substrates and service indicated no lead content. 2. Quality: Provide finish coats capable of being washed with mild detergent without loss of cola, sheen or pigments. 3. Provide materials with no VOC content. B. Sealer: Fuller O'Brain's 'Spate' High Build Flat Latex 302 - 39, or Glidden "Spread Patch C. Maintenance Stock 1. Provide one gallon of each color, type and sheet of paint from the same cola lot as the applied materials, in sealed containers. Label Project name, sheen, type of paint, cola formula and cola number on containers. Label containers with Architect's color number or designation indicated on Drawings, supplemented with designation for sheen. 2. Deliver to owner's personnel at Substantial Completion. PART 3: EXECUTION 3.01 EXAMINATION A. Verify substrates are acceptable to receive the work of this section. Examine surfaces scheduled to receive paint and finishes for conditions that will adversely affect execution, permanence and quality of work. 3.02 PREPARATION A. Prepare substrate in accordance with manufacturer's recommendations. B. Vacuum and clean substrate. C. Protect items Pot to be painted or removed prior to painting: if required to be removed, reposition and reinstall after painting. D. Clean surfaces to be painted free of anything which may interfere with proper functioning of painting finish. 1. Fill and sand patches, repairs and other surface blemishes to conform with adjacent surfaces. 2. Seal patched areas to receive paint. 3. Application of paint or primer Indicates Painting Contractor acceptance of responsibility for surface condition and appearance of finished product resultant from surface condition. 3.03 INSTALLATION A. (ORAL 1. Apply paint in accordance with manufacturer's directions: use applicators and techniques best suited for substrate and type of material being applied. 2. Allow each coat to dry thoroughly before succeeding coat application. 3. Apply materials at manufacturer's recommendation spreading rate, to establish a total dry film thickness as indcated. If not indicated, provide dry film thickness as recommended by the coating manufacturer. 4. Roller apply to gypsum wallboard, use tight roller, such as3 /8 roller nap: spray application is not acceptable. B. Prime Coats 1. Apply to items not previously primed. 2. Re -coat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in the first coat. C. Finish Coats 1. Provide smooth even texture and coverage. 2. Leave no laps, irregularity in texture and coverage. D. Where coverage is incomplete or not uniform, provide an additional coat or coats as required. 1. Patched Areas: Match adjacent surfaces. 2. Leave areas in clean orderly condition. 3. Correct work which does not meet approval of Gap. kic: s Representative. E. Sdedules: Specifications establish minimum procedure, quality and number of coats: provide following paint finish systems: manufacturers and colors as sdhedM. 1. Gypsum Wallboard: a. 1st Coat: Flat Latex or PVA Sealer. b. 2nd or 3rd Coat: Latex Enamel (sheen as sdhe duW 5. Aluminum: a. 1st Coat: Chromate Primer. b. 2nd and 3rd Coat: Semi -gloss 1001 Acrylic Latex Eramei. 6. Master: Wall Primer at exterior locations. b. 2nd and 3rd Coat: Eggshell 100% Acrylic Latex Emiuision. 3.04 CLEANING A. During progress of work remove from site discarded paint materials. rubbish. cans and rags at end of each work day. iove pant by proper method of washing and scrap% using rare not to scratch or otherwise damage finished surfaces. C. Perform fines detailed clearing and dusting. ready for ow4enc 3AS PROTECTION A. Protect work of other trades, whether to be panted or rot, aganst dwi and fithishirg work. B. Correct damage by cea6i g, repairing or rep+aciV and repakhtig, as acceptable to Owner's Representative. C. Provide 'Wet Paint ' signs as required to protect newrly painted {. , D. Rweve terrivary protective wrappings prior to occupancy. DIVISION 0 SPECIALTIES SECTION 10800- TOILET ACCESSORES (NOT USED) NR 2006 REMODEL AID mmww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STOf1E into: 5359 IOCATMW PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 IGAP PA i ID: 0000039437 1 1 VERSION: 08 /18105 1 ARCHITECT= Linane /brews Architects f 3WO W. Burbu%L Bhd. Btifbw .CA 915M s 8189725050 818M 30^90 Fait STANK H4N4: s ;= DR WS ) A! i G: :• A' -F' %C . ON CONSULTANT- . RBIEVIED FOR CODE C0MPj _Ji4P4 _ u i� f: iii: �-.. � .•. c I RM I Oft: DATE: I 1 P8W/BM- x xrxx oc 1 1 CONSTIiUCTiofH: 1 REVISION= I /\ I W sere:- As %M. 0"W4. BY: T-0-A& .uot3 ND: o32M I sHffiT ME: I SPECIFICATIONS SIM CITY :%1L SP�4A 4 ft ff I op ffip s _.MaA0 r RESPONSIBILITY MATRIX LEGEND STOREFRONT EXTRUSION 0 GC I FACTORY FINISHED L = LANDLORD FURNISHED BY COMMENT ITEM GC= GENERAL�CONT ACTOR INSTALLED BY MO—OA RESPONSIBILITY MATRIX M3 —OA PLUMBING PLAN AND SCHEDULES M3 -1A PLUMBING DETAILS M5 —OA MECHANICAL SPECIFICATIONS APPLICABLE CODES HAVM JURISDICTION OVER THIS PROJECT BUILDING CODE 2003 IBC MECHANICAL CODE 2003 IMC PLUMBING CODE 2003 UPC 1 2002 ELECTRICAL CODE NEC FIRE do LIFE SAFETY ENERGY CODE CODE 2003 IFC IWASHINGTON STATE ENERGY CODE REMARKS: I . GENERAL COWRAtC70R TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STANDARD SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTE: 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND /OR INSTALLED BY OWNER AND /OR LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY SCOPE OF WORK RESPONSIBILITY. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING OF ANY OWNER SUPPLIED CONSTRUCTION ITEMS. MECHANICAL SYMBOLS - 0-*OFF 3- POSITION SWITCH -- MAGNETIC MOTOR STARTER COIL AUTO e-- _ 4 _ 2 -WAY CONTROL VALVE - MOTORIZED DAMPER D'� 3 -WAY CONTROL VALVE OPENS ON PRESSURE RISE ® ACCESS PANEL. SEE ARCHITECTURAL �r OPENS ON TEMPERATURE RISE DRAWINGS P do T RELIEF VALVE I �I BUTTERFLY VALVE ---- PILOT LIGHT r-A CHECK VALVE P.O.C.: POINT OF CONNECTION I C3 CEILING EXHAUST FAN PRESSURE GAGE -�~ CLOSES ON PRESSURE RISE ® RELAY CLOSES ON TEMPERATURE RISE RETURN DUCT ELBOW UP OR DOWN COMBINATION FIRE /SMOKE DAMPER RETURN GRILLE COMBINATION BALANCE /SHUT -OFF C� ROUND DUCT - DOWN CONCENTRIC DUCT TRANSITION �S ROUND DUCT - UP CONTROL DAMPER _ SECTION SYMBOL CONTROL RELAY SOLENIOD - DETAIL SYMBOL 8 SIDEWALL MOUNTED SUPPLY REGISTER D-7 DRAIN VALVE SUPPLY DIFFUSER OS DUCT MTD. SMOKE DETECTOR SUPPLY DUCT ELBOW UP OR DOWN DUCT MOUNTED SUPPLY REGISTER TEMP/LTG CONTROL PANEL (TLCP) DUCTWORK TRANSITION - Q TEMP. SENSOR - MOUNT 60" AFF RECTANGULAR TO ROUND ECCENTRIC DUCT TRANSITION m THERMOMETER o ELECTRIC BASEBOARD HEATER (EBBH) 8 THERMOSTAT -MOUNT 48' AFF EQUIPMENT SYMBOL p � TRANSFORMER 0000q FLEXIBLE DUCT CONNECTION TURNING VANES -M/1r FLEXIBLE DUCT - F FIRE DAMPER III UNION -- F FUSE UNIT HEATER (UH) lrcl GATE VALVE VD VOLUME DAMPER D�4 GLOBE VALVE ® INLINE PUMP � Y- STRAINER INTERNALLY LINED DUCT SCALE: NOSCALE DR BY: SJS 1 HWR JOB NO.: ,A&D ONR 2006 REMODEL D mmww GAP INC. CORPORATE MCHW 901 CHERRY A%V" SAN mulio. CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKOLA, WA 98188 GAP PROD. I.D.: 39437 VERSION: 08 i8 05 ARCHITECT: Linane /Drews Architects { 3500 W. Burbank Bh-d Burbank. CA 91506 j 818.9725080 818S48M5 Fax _ 1 It COqw1m Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA Project # 2059550 ISSUED FOR: D ATE: PERMIT/BID/LL- 12/16/ CONSTRUCTION: SU=ET TITLE: MECHANICAL NOTES & LEGEND MO -OA s • IF • • 1 f :1 -.mmA DRAWING SCHEDULE NUMBER TITLE MO—OA MECHANICAL NOTES AND LEGEND M3 —OA PLUMBING PLAN AND SCHEDULES M3 -1A PLUMBING DETAILS M5 —OA MECHANICAL SPECIFICATIONS APPLICABLE CODES HAVM JURISDICTION OVER THIS PROJECT BUILDING CODE 2003 IBC MECHANICAL CODE 2003 IMC PLUMBING CODE 2003 UPC 1 2002 ELECTRICAL CODE NEC FIRE do LIFE SAFETY ENERGY CODE CODE 2003 IFC IWASHINGTON STATE ENERGY CODE SCALE: NOSCALE DR BY: SJS 1 HWR JOB NO.: ,A&D ONR 2006 REMODEL D mmww GAP INC. CORPORATE MCHW 901 CHERRY A%V" SAN mulio. CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKOLA, WA 98188 GAP PROD. I.D.: 39437 VERSION: 08 i8 05 ARCHITECT: Linane /Drews Architects { 3500 W. Burbank Bh-d Burbank. CA 91506 j 818.9725080 818S48M5 Fax _ 1 It COqw1m Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA Project # 2059550 ISSUED FOR: D ATE: PERMIT/BID/LL- 12/16/ CONSTRUCTION: SU=ET TITLE: MECHANICAL NOTES & LEGEND MO -OA s • IF • • 1 f :1 -.mmA r WC -1 200 F o I mm N 31F m 77 7 Loo ioi . f - M LENLARGED PLUMBING PLAN - RE /EMPLOYEE AREA 11/4"= l'-O` - 101 n6M I OVERALL PLUMBING PLAN N O 6 - - ''-°- PLUMBING KEYED NOTES 100 CONNECT NEW SANITARY LINE INTO EXISTING SANITARY SERVICE AT RESTROOMS. FIELD VERIFY EXACT LOCATION OF EXISTING MAIN PRIOR TO BIDDING. REFER TO WASTE AND VENT RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 101 EXTEND NEW VENT PIPING TO EXISTING VENT PIPING. REFER TO WASTE AND VENT RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FIELD VERIFY LOCATION OF EXISTING VENT PIPING PRIOR TO BID. 102 CONNECT NEW HOT /COLD WATER LINES INTO THE OISTING HOT /OOLD WATER PIPING IN RESTROOM AREA. FIELD VERIFY EXACT LOCATIONS FOR TIE —IN POINTS PRIOR TO BID. REFER TO COLD WATER AND HOT WATER RISER DL M AND PLUMBING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. PROVIDE ISOLATION VALVES AT TIE —IN POINTS. 200 INSTALL FLUSH VALVE RETROFIT KR PER PLUMBING SCHEDULE. INSTALL THE FOLLOWING REPLACEMENT ITEMS: 1. DUAL FILTERED DIAPHRAGM ASSEMBLY. 2. HIGH MACK PRESSURE VACUUM BREAKER KR. 3. TAILPIECE O —RING. RESPONSIBILITY MATRIX LEGEND ONR 2006 STOREFRONT EXTRUSION O GC FACTORY FINISHED L = LANDLORD O = OWNER (GAP INC.) FURNISHED BY COMMENTS ITEM GC= GENERAL CONTRACTOR NA= NOT APPLICABLE INSTALLED BY G RESPONSIBILITY MATRIX WATER LINE TO LEASE SPACE L L MFR SEWER LINE TO LEASE SPACE L L IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK TEE TURNING UP /DOWN OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THE SHUTOFF VALVE (BALL TYPE) `- CHECK VALVE - CONTRACTOWS RESPONNSOIUTY TO PROVIDE ALL SUB - CONTRACTORS MATH @R ABOVE FINISHED FLOOR /GRADE j A COMPLETE SET OF BID DOCUMENT'S. CLEANOUT 3. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED TO INSTALL THE BACKFLOW PREVENTER PLUMBING SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING REMARKS: NOTE: THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND /OR INSTALLED BY OWNER AND / OR LANDLORD. ANY WORK IN CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY SCOPE OF WORK RESPONSIBILITY. PLUMBING SYMBOLS LEGEND ONR 2006 PLUMBING GENERAL NOTES F 1. ME ABBREIMUM G.C., WHEREVER IT APPEARS IN THESE PLUMBING REM G GAS LINE (G) DRAWINGS, SHALL REFER TO THE GENERAL. CONTRACTOR. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE MFR SANITARY WASTE (SAW) - BELOW SLAB /GRADE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND PIPE TURNING UP /DOWN IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK TEE TURNING UP /DOWN OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THE SHUTOFF VALVE (BALL TYPE) `- CHECK VALVE - CONTRACTOWS RESPONNSOIUTY TO PROVIDE ALL SUB - CONTRACTORS MATH @R ABOVE FINISHED FLOOR /GRADE j A COMPLETE SET OF BID DOCUMENT'S. CLEANOUT 3. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED TO INSTALL THE BACKFLOW PREVENTER PLUMBING SYSTEMS SHALL BE BY A LANDLORD APPROVED ROOFING GAP INC. CONTRACTOR. COORDINATE ROOF` PENETRATNONS WITH LANDLORD AND G.C. CORPORATE ARCHITECTURE 4. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO 901 CHERRY AVENUE SAN BRUNO. CA 94066 ISOLATE EACH FIXTURE REFER TO RISER DIAGRAM AND PLUMBING 650 9 5 2 - 4400 ) SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. ALL SHUT —OFF VALVES LOCATED IN ALAS WITH HARD CEILINGS SHALL STORE NO .: 5359 HAVE ACCESS PANELS INSTALLED. COORDINATE LOCATION AND TYPE WITH G.C. AND ARCHITECT. GECR2521 LOCATION: S. CONTRACTOR TO VERIFY THAT ALL ITEMS ON CONTRACTOR CHECKLIST ARE PARKWAY SUPERCENTER COMPLETED PRIOR TO MEP COMM�ING ON. CONTRACTOR WILL RECEIVE CONTR vIlOR CHEaGM IN ELECTRONIC FORM WITH BID DOCUMENTS. 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 PLUMBING SYMBOLS LEGEND - COLD WATER (CW) F FIRE PROTECTION (F) (SPIdNKL.ER /STANDPIPE) - - HOT WATER (HW) G GAS LINE (G) D CONDENSATE LINE (D) — — PLUMBING VENT (V) MFR SANITARY WASTE (SAW) - BELOW SLAB /GRADE —o —p PIPE TURNING UP /DOWN - TEE TURNING UP /DOWN rA SHUTOFF VALVE (BALL TYPE) `- CHECK VALVE - REDUCER AFF /AFG ABOVE FINISHED FLOOR /GRADE VTR VENT THRU ROOF CO CLEANOUT BFP BACKFLOW PREVENTER CELEBRITY CONNECT TO EXISTING FCO FLOOR CLEAN OUT ® FLOOR DRAIN (FD) woo WALL CLEAN OUT WHA WATER HAMMER ARRESTOR TP TRAP PRIMER op z r L!l'� GAP PROJ. I.D.: 39437 VERSION: 08 /18/05 ARCHITECT: Linane /Drews Architects ( 3500 W. Burbank Bhd. Burbank, CA 915% 818.9725060 8168483695 Fax L �-n i 1]IPBES 2.O -O CON T: A � o � Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin, Texas 78730 (512) 744 -4400 EEA Project 1205195W ISSUED F DATE: PERMIT/BID/LL- 12/16/05 CONSTRUCTION: DRAK'N BY. SJS / HR JOB NO.. Y PLUMBING SCHEDULE SHEET TITLE: PLUM8iNG PLANS FIXTURE VALLVE FAUCET CONNECTIONS MARK DESCRIPIM MFR MODEL MFR MODEL WASTE VENT CW HW VOLTAGE PHASE WATTS REMARKS - ZURN #ZER6000 AV- 4' 2 1 -1/4" - - - - 2- CPM -WS1 SK -1 SINK EL KAY CELEBRITY ELKAY HI -ARC 1 -1/2` 1 -1/2' 1/2 1/2 - - - GECR2521 LK- 232S8H5 WHAA WATER HAMMER J.R. SMITH 5010 - - - - - - ARRESTERS AP WALL ACCESS ZURN ZANO- 1460 -11 PANEL FAUCET 11' x 11' GD GARBAGE DISPOSAL EMERSON BADGER PLUS - - - - - - 120 1 7.3A1 1 RE MARICS: 1 PROVHDE A WALL SWTTCH INTEGRAL WITH GARBAGE DISPOSAL. SEE ARCHITECTURAL DWG. FOR LOCATION. op z r L!l'� GAP PROJ. I.D.: 39437 VERSION: 08 /18/05 ARCHITECT: Linane /Drews Architects ( 3500 W. Burbank Bhd. Burbank, CA 915% 818.9725060 8168483695 Fax L �-n i 1]IPBES 2.O -O CON T: A � o � Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin, Texas 78730 (512) 744 -4400 EEA Project 1205195W ISSUED F DATE: PERMIT/BID/LL- 12/16/05 CONSTRUCTION: I I 0 0 0 6 1 -.0aaA SCA SGIL.EASNOTED DRAK'N BY. SJS / HR JOB NO.. Y SHEET TITLE: PLUM8iNG PLANS & SCHEDULES SHEET NUMBE {� / ter. C l' y tC `v Shall M3�OA I I 0 0 0 6 1 -.0aaA SCA SGIL.EASNOTED r ONR 2006 REMODEL r IN I 1 -1/2' I SK -1 1 -1 WASTE AND VENT RISER DIAGRAM NOT TO 100 oar mww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STORE NO 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROD. I.D.: 39437 VERSION: 08/18/05 ARCHITECT. WHA WHA 1/2 -1 i1/2' I SK -1 Y Linane /Drews Architects 3500 W. Burbank Bhx. Burbank. CA 91505 818.972308Q 818.8483M Fax . h r,7 ,. COLD WATER & HOT WATER RISER D IAGRAM NOT TO SCALE I I 1 101 CON SULTAN= Consultina Enaineers Energy Engineering Associates, Inc. 6615 Vaught Reich Rd Austin, Texas 78730 (512) 744 -4400 EFA Project # 2059550 ISSUED FOR: DATE: PERMI T 12/16/05 CONSTRUCTION: c _ A sa Z-1, • r Cyr: - .:tt� ,T DRAWN 6 Y SJS I RDC JOB NO.. SHEET PILE: PLUMING DETAILS SHEET N U MBER: M3 -1A 4 • • • r i i S CALE: NOTTOSCALE r DIVISION 15 - MECHANICAL SECTION 15000 BASIC MECHANICAL REQUIREMENTS A. NOTE 1 THE ABBREVIATION G.C. WHEREVER IT APPEARS IN THESE MECHANICAL DRAWINGS AND SPECIFICATIONS. SHALL REFER TO THE GENERAL CONTRACTOR. 2 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT. INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS. APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 3 THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4 THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDUUNG THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 5 THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUAUFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT REUEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 6 REFER TO RESPONSIBIUTY SCHEDULE ON THE MECHANICAL DRAWINGS FOR INFORMATION IN REGARD TO RESPONSIBIUTY OF WORK OR ITEMS WHICH MAY AFFECT BID. B. GENERAL REQUIREMENTS 1 THIS CONTRACTOR SHALL PROVIDE ALL LABOR. MATERIALS. EQUIPMENT. SERVICES. TOOLS. TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS. AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR OWNER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE G.C. CONSTRUCTION MANAGER. AS REQUIRED. 2 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT WECNFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS. BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK. AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER. SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3 WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS. UNLESS SPECIFICALLY NOTED OTHERWISE. 4 ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING. SERVICING, MAINTAINING. AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5 ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6 UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS. PRODUCTS. AND EQUIPMENT. INCLUDING ALL COMPONENTS THEREOF. SHALL BE NEW. UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES. WHICHEVER IS MORE STRINGENT. C. CODES 1 ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA. THE STATE'S,. COUNTY'S, CITYS AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES. NFPA CODES, ENERGY CODES AND ALL OTHER APPUCABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES,. ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID. THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE CONTRACTOR. 0. LICENSES. PERMITS, INSPECTIONS & FEES i THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LIENSE% PERMITS. INSPECTIONS. AND FEES REQUIRED OR RELATED TO THEIR WORK. 2 FURNISH TO THE G.C.'S CONSTFUCTION MANAGER ALL CERTWTCATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT E. TRADE NAMES. MANUFACTURERS AND SHOP DRAWINGS 1 WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR M THE SPECIFICATIONS. THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BOO. ANY PROPOSED SUBSTITUTIONS MUST BE PR- QUALIFIED. LISTED IN THIS CONTRACTOR'S BID AND HAVE A COST SAVINGS FOR THE OWNER OF AT LEAST $500 PER TYPE OF EQUIPMENT. ADDITIONALLY. ONLY MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPE09ED WILL BE REVIEWED. ALL SUBSTITUTIONS ARE SUBJECT TO APPROVAL iN WRITING. THROUGH SHCP DRAWINGS PROCESS,. BY THE G.C'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE THE OWNER RESERVES THE RIGHT TO REJECT ANY PROPOSED SUBSTITUTMS, THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE- 2 MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SLIBST17UTWH REQUESTS TO THE G.C'S CONSTRUCTION MANAGER FOR APPROVAL SU SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR THE CONSTRUCTION MANAGER'S RENEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAID OF THE G.C'S OFFICE AND THE SUB - CONTRACTOR SHOWING THAT THEY HAVE RENEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS ANO SPECIFICATIONS OR INDICATE MIHERE EXCEPTIONS HAVE BEEN TAKEN. F. GUARANTEE 1 THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PRONGED UNDER THEIR CONTRACT AND SHALL MAKE GOOD. REPAIR OR REPLACE AT THEM OMAN E PU4SE, ANY DEFECTIVE WORK. MATERNAL. OR EQUWMENNT V*KX MAY BE DISCOVERED WITHIN A PERSOC OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (ON WIIRITI.�NG) OF THE WSTALLAMON BY THE GENERAL CONTRACTOR'S CONSTRUCTION MANAGER. EXTENDED WARRANi'.ES ARE AS SPECIFIED WITH (INDIVIDUAL EQUIPLFNT. 2 THE OWNER SHALL PRIDWX A COMPLETE 12 -MONTH WARRANTY FOR ALL PARTS ON EQUlIPUENT PRONGED BY THE OMINER AND ITS VENDORS, THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM., AND AS SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE 810. Q RECORD DRAWINGS 1 THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS. SUCH AS: A LOCATION OF CONCEALED PIPING VALVES AND DUCTS. B REVISIONS, ADDENDUMS, AND CHANGE ORDERS. C SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS. APPROVED EQUIPMENT SUBSTITUTIONS. AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2 AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE STAMPED 'DO NOT REMOVE' AND PLACED IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANELS. (SEE DRAWINGS FOR LOCATION.) H. DISCREPANCIES IN DOCUMENTS 1 DRAWINGS (PLANS. SPECIFICATIONS. AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS. EXISTING SITE CONDITIONS. SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE G.C.'S CONSTRUCTION MANAGER, IN WRITING OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE. THE G.C.'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. 1. PHASING REQUIREMENTS 1 THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC. PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH THE G.C'S CONSTRUCTION MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC. PLUMBING OR FIRE PROTECTION SYSTEMS. J. DEMOLITION 1 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE G.C.. COORDINATE WITH THE G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2 EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE G.C. FOR THE REMOVAL 0 ALL EXISTING FIRE PROTECTION. PLUMBING FIXTURES. PIPING. HVAC UNITS, REFRIGERANT RECAPTURE. EXHAUST FANS. ETC AND ASSOCIATED ROOF CURBS NOT BEING REUSED ON THIS PROJECT. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT PIPES. DUCTWORK. AND EQUIPMENT PRIOR TO REMOVAL ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED/I2EPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES. DUCTS. OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES,, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION WITH THE G.C. PRIOR TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE G.C. K. SLEEVES 1 THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACIUTIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR. WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR. WHICH SHALL EXTEND 2' ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2 ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SIUCATE, SIUCONE 'RTV' FOAM. '3M' FIRE RATED SEALANTS OR EQUAL. SO AS TO RETAIN THEIR FIRE RATING. 3 SLEEVES IN BEARING AND MASONRY WAU_. FLOORSS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS,. OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. L HANGERS 1 HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON. BANDS, C- CLAMPS WITH RETAINING CLIPS,. CHANNELS. HANGER RODS. ETC.. NECESSARY FOR THE INSTALLATION OF WORK. 2 HANGERS SHALL BE FASTENED TO BUR MNG STEEL, CONCRETE. OR MASONRY. BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR. AND IN ORDER TO SUPPORT DUCTWORK OR PIPING. THE CONTRACTOR MUST INSTALL TRAPEZE WITH ACCESS TO FIRE DAMPERS, VALVES„ AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3 HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6' LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4 HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED. END OF SECTION 15000 DIVISION 15 - MECHANICAL SECTION 15200 PLUMBING A. SCOPE OF WORK 1 THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS. EQUIPMENT, SERVICES. TOOLS, 7RANSPORTA710N AND FACILITIES NECESSARY FOR, REASONABLY IMPUED AND INCIDENTAL TO. THE FURNISHING. INSTALLATION. COMPLETION AND TESTING OF ALL WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. TO INCLUDE. BUT NOT BE LIMITED TO THE FOLLOWING A COMPLETE SANITARY PIPING SYSTEMS OF WASTE. DRAINS. AND VENTS. B COMPLETE COLD AND HOT WATER PIPING SYSTEMS. APPURTENANCES AND INSULATION. C FIXTURES AND EQUIPMENT AS SCHEDULED. D COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPUCABLE. REFER TO PLANS). E TESTS AND ADJUSTMENTS. 2 BEFORE STARTING WORK. THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL. STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE. AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3 RELOCATION OF EXISTING WATER, GAS, WASTE. VENT. OR DRAINAGE UNES TO FACIUTATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL B. EQUIPMENT AND INSTALLATION 1 REFER TO PLANS FOR EQUIPMENT AND FIXTURE SCHEDULES. A TRAP PRIMERS SHALL BE PRECISION PLUMBING 'PRIME -RITE' OR EQUAL 8 WATER HAMMER ARRESTERS SHALL BE ZURN 'SHOCKTROL' OR EQUAL 2 SANITARY PIPING A WASTE. DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2' OR SMALLER MAY BE GALVANIZED STEEL ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN THEIR USE IS PERMITTED BY THE LANDLORD. LOCAL CODES AND BUILDING DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. B INSULATE ALL HORIZONTAL, RUNS OF PIPING LOCATED IN CEILING SPACES OF TENANTS IN SPACES BELOW. WHEN APPLICABLE INSULATION TO BE AS SPECIFIED FOR WATER PIPING. 3 POTABLE WATER PIPING SHALL BE AS FOLLOWS: A BELOW GRADE: TYPE 'K'. ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER BRAZE ALL JOINTS. B ALL OTHER: TYPE 'L' OR TYPE 'M' (IF PERMITTED BY LANDLORD AND LOCAL CODE AUTHORITY) DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TIN- ANTIMONY SOLDER 4 PIPING OF DISSIMILAR METALS MUST BE Of- ELECTRICALLY SEPARATED. 5 GENERALLY. SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY THE G.C.'S CONSTRUCTION MANAGER IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS CONTRACTOR MUST VERIFY THE OPERATIONS OF ENTIRE SYSTEM PRIOR TO TIE IN AS FOLLOWS: A SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. B TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING EQUIPMENT SUPPLIED. 6 INSULATE ALL HOT WATER AND COLD WATER PIPING WITH 1' THICK (K =0.23 A 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. 7 INSULATE THE TRAP. SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH TRUEBRO MODEL 102W 'HANDI LAV GUARD' INSULATION KIT. 8 INSTALL ALL NECESSARY PIPE HANGERS,. SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 9 STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. 10 CLEAN -OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. FLOOR DRAINS SHALL BE ZURN Z -415 OR EQUAL WITH TRAP PRIMER CONNECTION. WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS ARE TO BE MASS. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS ALL CLEAN -OUT LOCA710NS SHALL BE APPROVED BY THE G.C.'S CONSTRUCTION MANAGER. 11 ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE PENETRATIONS AT WALLS,. FLOORS, AND CEILINGS IN FINISHED AREAS 12 LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: A TEST WATER PIPING AT 100 PSIG FOR SIX HOURS. B TEST DRAM. WASTE. VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS 13 FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE APPUCABL.E. 14 PROVIDE WATER METER AND REMOVE READER PER LANDLORD'S CRITERIA OR LOCAL UTIUTIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER METER IS REQUIRED. END OF SEC710H 15200 ONR 2006 REMODEL ( MID mmww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNEI. CA 94066 (650) 952-4 STORE NO 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROJ. I.D.: 39437 VERSION: 08/18/05 ARCHITECT: Linane /Drews A r c h i t e c t s 3500 W. Buftak Bh-d. Burbank. CA 91505 ! 818.972-W 8 f 8JM 3895 Fax _ 1 IXP - S 2 -06.86 I r JUL ! AN Consultina Enainesrs Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA Pmjact # 2059550 .;b. ,4z e� ' AI LA -! .. i ��.` c-- I FOR: DATE- PERMIT/BID/LL: 12/16/05 CON ST R UCTION: SHEET TITLE: MECHANICAL SP (w"Tm SHEET NUMBER: M5 -OA Is 6 >1 -.Mai SCALE: NOSCAIE DRA %N BY: SJS I HVVR JOB N O. : r ELECTRICAL EQUIPMENT SUBMITTAL REQUIREMENTS OPTION 1: PROCURE FROM L ELECTRIC THERE ARE NO SUBMITTAL REQUIREMENTS IF ELECTRICAL GEAR EQUIPMENT IS PROCURED THROUGH LOEB ELECTRIC. CONTACT LOEB ELECTRIC FOR PROCUREMENT PROCEDURES. ELECTRICAL GEAR CONSISTS OF BUT IS NOT LIMITED TO THE FOLLOWING ITEMS LISTED BELOW. ELECTRICAL PANEL (S) STEP -DOWN TRANSFOMER WITH GRO. LUG KIT AND MOUNTING ACCESSORIES (AS REQUIRED) DISCONNECT SWITCH (ES) AND GROUND LUG KR MANUAL MOTOR STARTER (S) MOTOR STARTER (S) PHOTOCELL. LIGHTING CONTROL SWITCH AND COVER LIGHTING RELAY (S) AND CONTACTOR (S) CONTACTOR ENCLOSURE (S) BYPASS BUTTON LIGHTING CONTROL TIMECLOCKS MANUAL MOTOR STARTER (S) WITH HOA SWITCH AC TOGGEL SWITCHES SPECIAL ENGRAVED LABEU.ING OPTION 2: PROCURE FROM OTHER SOURCE 1. ELECTRICAL SUBMITTAL PROCESS 1.1. GENERAL CONTRACTOR. (G.C.). MUST PROVIDE ELECTRICAL GEAR EQUIPMENT SUBMITTALS TO GAP INC. CONSTRUCTION PROJECT MANAGER. (CPM), WITHIN 10 BUSINESS DAYS AFTER BID AWARD. G.C. SHALL NOT PROCURE ANY ELECTRICAL EQUIPMENT PRIOR TO GAP INC. APPROVAL OF ALL SUBMITTALS. ELECTRICAL GEAR CONSISTS OF BUT IS NOT LIMITED TO THE FOLLOWING ITEMS LISTED BELOW: ELECTRICAL PANEL (S) STEP -DOWN TRANSFOMER WITH GRD. LUG KIT AND MOUNTING ACCESSORIES (AS REQUIRED) DISCONNECT SWITCH (ES) AND GROUND LUG KIT MANUAL MOTOR STARTER (S) MOTOR STARTER(S) PHOTOCELL LIGHTING CONTROL SWITCH AND COVER LIGHTING RELAY(S) AND CONTACTOR(S) CONTACTOR ENCLOSURE(S) BYPASS BUTTON LIGHTING CONTROL TIMECLOCKS MANUAL MOTOR STARTER(S) WITH HOA SWITCH AC TOGGEL SWITCHES SPECIAL ENGRAVED LABELING 1.2. TIMELINES 1.2.1. UPON RECEIVING SUBMITTALS, GAP INC. WILL HAVE 5 BUSINESS DAYS TO REVIEW AND RESPOND TO SUBMITTAL. IF ITEMS REQUIRE REVISION. G.C. WILL HAVE 3 BUSINESS DAYS TO RESPOND WITH CORRECTION. THIS PROCESS WILL REPEAT UNTIL SUBMITTAL IS APPROVED. 2. ELECTRICAL DESIGN SUBMITTALS CONTENT 2.1. SUBMITTALS TO INCLUDE AND BUT NOT BE LIMITED TO. THE INFORMATION LISTED BELOW. 2.1.1. NUMBER OF COPIES - SUBMIT TWO COPIES OF EACH SUBMITTAL 2.1.2. SUBMITTAL SHALL BE PRESENTED WITH THE FOLLOWING: COVER PAGE, INDEX AND INDEX TABS. 2.1.3. IF INFORMATION MUST BE SPECIALLY PREPARED FOR SUBMITTAL BECAUSE STANDARD PRIMED DATA ARE NOT SUITABLE FOR USE, SUBMIT AS SHOP DRAWINGS. NOT AS PRODUCT DATA. 2.1.4. ALL EQUIPMENT SUBMITTALS SHALL PROVIDE THE FOLLOWING: 2.1.4.1.1. MANUFACTURER PRODUCT CUTS SHEETS - IDENTIFYING SELECTED PRODUCT 2.1.4.1.2. MANUFACTURER PART NUMBERS 2.1.4.1.3. MANUFACTURER PRODUCT INFORMATION - OUTLINING DESCIBPTTON 2_1.5. ELECTRICAL PANEL: GENERAL ELECTRIC. (G.E.). WITH NO- SUBSTITUTES ACCEPTED. PROVIDE THE FOLLOWING INFORMATION: 2.1.5.1. G.E. MANUFACTURER BILL OF MATERIAL I.M. 80M. 2.1.5.2. GE BOM PANEL CUT SHEETS (PANEL DRAWING LAYOUT GENERATED BY SPEEDI -WIN) LOEB ELECTRIC CONTACT INfORMA:ION STEVE NGUYEN 915 V4LLIAMS AVENUE COLUMBUS. OHIO 43212 PHONE: 877- 436 -5632 EXT. 4938 FAX: 614 - 299 -6268 EMAI SNGILOTA DEII- ELECTRC.COM APPLICABLE CODES HAVING JURISDICTION OVER THIS PROJECT BUILDING CODE 2003 IBC MECHANICAL CODE 2003 IMC PLUMBING CODE 2003 UPC ELECTRICAL CODE 2002 NEC FIRE do UFE SAFE iY CODE 2003 IFC ENERGY CODE IWASHINGTON STATE ENERGY CODE DRAWING SCHEDULE NUMBER TITLE E0-0A ELECTRICAL NOTES AND LEGEND E0-1A POWER DEMOLITION PLAN EO -2A UGHTING DEMOLITION PLAN E1 —OA POWER PLAN E2 —OA UGHTING PLAN E3 —OA POWER RISER E3 -1A ELECTRICAL SCHEDULES E3 -1 oA ELECTRICAL SCHEDULES E3 -2A LIGHT FIXTURE SCHEDULE E3 -3A ELECTRICAL DETAILS E3 -4A ELECTRICAL DETAILS E4 -1A I ELECTRICAL DETAILS E4 -2A CASHWRAP DETAILS E5 -0A ELECTRICAL SPECIFICATIONS ELECTRICAL GENERAL NOTES 1. THE ABBREVIATION G.C.. WHEREVER R APPEARS IN THESE ELECTRICAL DRAWING. SHALL REFER TO 'GENERAL CONTRACTOR'. 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. LIGHTING. RECEPTACLES AND EQUIPMENT SHALL BE CONNECTED TO EXACT PANEL AND BREAKER AS SHOWN ON PLANS. 4. ELECTRICAL HOME RUNS SHOWN ARE SCHEMATIC AND MAY ORIGINATE FROM DIFFERENT LOCATIONS UNLESS OTHERWISE NOTED. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHALL BE INCLUDED IN BID. 5. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LIGHTING FIXTURES AND SIGNAGE ELEMENT LOCATIONS. 6. AIM AND ADJUST ALL TRACK FIXTURES AS DIRECTED BY GAP. INC. 7. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 60' --0' IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. CIRCUITS FROM 61'-0' THRU 100' -0' IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM AND FROM 101' -0' THRU 150' -0' IN LENGTH SHALL UTILIZE 18 CONDUCTORS MINIMUM. UNLESS OTHERWISE NOTED. � r ELECTRICAL SYMBOLS V TELEPHONE OUTLET 0 TELEPHONE OUTLET. FLOOR MOUNTED TELEPHONE OUTLET. CEILING MOUNTED V DATA OUTLET ® DATA OUTLET. FLOOR MOUNTED ® DATA OUTLET. CEILING MOUNTED DATA,/PHONE OUTLET , FLOOR MOUNTED ® PHONE /DATA OUTLET, CEILING MOUNTED V PHONE /DATA OUTLET DUPLEX RECEPTACLE ® CEILING MOUNTED RECEPTACLE ® DUPLEX RECEPTACLE. FLOOR MOUNTED ®pS POWERSTRUT MOUNTED RECEPTACLE f QUADRUPLE( RECEPTACLE qpGFI DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER qPw DUPLEX. WHITE RECEPTACLE AND COVERPLATE qPwS DUPLEX. WHITE RECEPTACLE AND STAINLESS STEEL COVERPLATE SF DUPLEX RECEPTACLE. STOREFRONT T SINGLE RECEPTACLE QUADRUPLE( RECEPTACLE WITH ISOLATED GROUND DUPLE( RECEPTACLE WITH ISOLATED GROUND JUNCTION BOX $ SWITCH, 1 -POLE. WALL MOUNT AT 44' AFF UON $3 SWITCH, 3 -WAY, WALL MOUNT AT 44' AFF LION $T MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION $D DIMMER SWITCH ® MOTION SENSOR ® BYPASS BUTTON ® REMOTE BALLAST ® RELAY �] NON -FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH ® MAGNETIC STARTER ELECTRICAL PANELBOARD (SHOWN TO SCALE ON PLANS) D DRY TYPE TRANSFORMER 4 PUSH BUTTON FOR BELL OR BUZZER Q-I DOOR BUZZER © BUZZER OR BELL H ADA PUSHBUTTON 9H INTERCOM CALL BUTTON ® ADT CONTROL PANEL SPEAKER VOLUME CONTROL ns SPEAKER - © BASS MODULE MOUNTED ABOVE CEILING ® ACCESS PANEL SEE ARCHITECTURAL DRAWINGS. s`1 HOMERUN CIRCUIT POWERSTRUT SUSPENDED FROM STRUCTURE a s a UNISTRUT FRCP FIRE ALARM CONTROL PANEL ® FACP REMOTE ANNUNCIATOR © PHOTO CELL © MANUAL PULL STATION OS CEILING MOUNTED SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR v 120V POWER FROM RTU REC/LT CCT IF REQUIRED ❑� INTERNAL CONTACTOR ® CONTROL RELAY ® TAMPER SWITCH ® WATER FLOW SWITCH HORN WITH STROBE LIGHT WALL MOUNTED O 80' AFF STROBE WALL MOUNTED O 80' AFF L^_IV HORN WALL MOUNTED O 80' AF F VQ STROBE LIGHT COILING MOUNTED SO HVAC TEMPERATURE SENSOR O WA TMRM=AT AFF ABOVE FTIMSH FLOOR ELLS ELECTRONIC ARTICLE SURVEILLANCE E611*1 ELECTRIC BASEBOARD HEATER EC ELECTRICAL CONTRACTOR EM EMERGENCY EWIIC ELECTRIC WATER COOLER — COORDINATE RECEPTACLE LOCATION WON PLUMBING CONTRACTOR IG ISOLATED GROUND NL him Li wnw -Tea, wP NIEAiHER PROOF p '�4 ayZT q .� ?Z- M X = QUANTITY 01- CONDUCTORS .�VAI sd NOTE NOT ALL SYMMS NECESSARILY USED ON PLAN. ONR 2006 REMODEL @R@ mmww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 - STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROD. I.D.: 39437 VERSION: 08/18105 ARCHITECT: Linane /Drews Architects 35500 W. Burbank 81%x1 Burbank, CA 9150 j 818972MW 818.8433895 Fax own 9 p Id CONSULTANT: Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA Project # 2059550 ISSUED FOR: DATE: PERMIT/OID/LL: 12/16/05 CO NSTRUCTION: SHEET TITLE: ELECTRICAL. NOTES & LEGEND SHEET NUMBER: EO -OA 0 v "Mai RESPONSIBILITY MATRIX LEGEND OPTION STOREFRONT EXTRUSKM! c;ac cc PR E No cc AWARD L = LANDLORD ITEM _J O = OWNER (GAP INC.) FURNISHED BY COMMENT GC= GENERAL CONTRACTOR INSTALLED BY St1 Lf"AL PURCHASE FROM LOEB BID OPTIONS E!>E�C �� EQl 14r REMARKS: 1. ALL FINAL EQUIPMENT WIRING AND EQUIPMENT INSTALLATION BY OTHERS OPTION 2 SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PROCURE PROM OTHER SOURCE NOTE: 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND /OR INSTALLED BY OWNER MID /OR e i LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY SCOPE OF WORK RESPONSIBILITY. s 1 I L GAP NC. CPM TO REIAEMS Umaw" I GAP INC. CPM ACT /�pp�yEp EVARS CM -- — _ Z 17 ; (YYITH N S APPIMIL 0 BUSNESS APPROVED NOTICE AYS WAYS) O) REJECT 1 I GC REPLIES TO COUPLYwrnf oalreuENTs TeTTM s GUISIMESS WAYS) ELECTRICAL SUBMITTAL PROCESS TO SCALE r1 � r ELECTRICAL SYMBOLS V TELEPHONE OUTLET 0 TELEPHONE OUTLET. FLOOR MOUNTED TELEPHONE OUTLET. CEILING MOUNTED V DATA OUTLET ® DATA OUTLET. FLOOR MOUNTED ® DATA OUTLET. CEILING MOUNTED DATA,/PHONE OUTLET , FLOOR MOUNTED ® PHONE /DATA OUTLET, CEILING MOUNTED V PHONE /DATA OUTLET DUPLEX RECEPTACLE ® CEILING MOUNTED RECEPTACLE ® DUPLEX RECEPTACLE. FLOOR MOUNTED ®pS POWERSTRUT MOUNTED RECEPTACLE f QUADRUPLE( RECEPTACLE qpGFI DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER qPw DUPLEX. WHITE RECEPTACLE AND COVERPLATE qPwS DUPLEX. WHITE RECEPTACLE AND STAINLESS STEEL COVERPLATE SF DUPLEX RECEPTACLE. STOREFRONT T SINGLE RECEPTACLE QUADRUPLE( RECEPTACLE WITH ISOLATED GROUND DUPLE( RECEPTACLE WITH ISOLATED GROUND JUNCTION BOX $ SWITCH, 1 -POLE. WALL MOUNT AT 44' AFF UON $3 SWITCH, 3 -WAY, WALL MOUNT AT 44' AFF LION $T MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION $D DIMMER SWITCH ® MOTION SENSOR ® BYPASS BUTTON ® REMOTE BALLAST ® RELAY �] NON -FUSED DISCONNECT SWITCH FUSED DISCONNECT SWITCH ® MAGNETIC STARTER ELECTRICAL PANELBOARD (SHOWN TO SCALE ON PLANS) D DRY TYPE TRANSFORMER 4 PUSH BUTTON FOR BELL OR BUZZER Q-I DOOR BUZZER © BUZZER OR BELL H ADA PUSHBUTTON 9H INTERCOM CALL BUTTON ® ADT CONTROL PANEL SPEAKER VOLUME CONTROL ns SPEAKER - © BASS MODULE MOUNTED ABOVE CEILING ® ACCESS PANEL SEE ARCHITECTURAL DRAWINGS. s`1 HOMERUN CIRCUIT POWERSTRUT SUSPENDED FROM STRUCTURE a s a UNISTRUT FRCP FIRE ALARM CONTROL PANEL ® FACP REMOTE ANNUNCIATOR © PHOTO CELL © MANUAL PULL STATION OS CEILING MOUNTED SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR v 120V POWER FROM RTU REC/LT CCT IF REQUIRED ❑� INTERNAL CONTACTOR ® CONTROL RELAY ® TAMPER SWITCH ® WATER FLOW SWITCH HORN WITH STROBE LIGHT WALL MOUNTED O 80' AFF STROBE WALL MOUNTED O 80' AFF L^_IV HORN WALL MOUNTED O 80' AF F VQ STROBE LIGHT COILING MOUNTED SO HVAC TEMPERATURE SENSOR O WA TMRM=AT AFF ABOVE FTIMSH FLOOR ELLS ELECTRONIC ARTICLE SURVEILLANCE E611*1 ELECTRIC BASEBOARD HEATER EC ELECTRICAL CONTRACTOR EM EMERGENCY EWIIC ELECTRIC WATER COOLER — COORDINATE RECEPTACLE LOCATION WON PLUMBING CONTRACTOR IG ISOLATED GROUND NL him Li wnw -Tea, wP NIEAiHER PROOF p '�4 ayZT q .� ?Z- M X = QUANTITY 01- CONDUCTORS .�VAI sd NOTE NOT ALL SYMMS NECESSARILY USED ON PLAN. ONR 2006 REMODEL @R@ mmww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 - STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROD. I.D.: 39437 VERSION: 08/18105 ARCHITECT: Linane /Drews Architects 35500 W. Burbank 81%x1 Burbank, CA 9150 j 818972MW 818.8433895 Fax own 9 p Id CONSULTANT: Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA Project # 2059550 ISSUED FOR: DATE: PERMIT/OID/LL: 12/16/05 CO NSTRUCTION: SHEET TITLE: ELECTRICAL. NOTES & LEGEND SHEET NUMBER: EO -OA 0 v "Mai RESPONSIBILITY MATRIX LEGEND STOREFRONT EXTRUSKM! O GC 0 I FACTORY FINISHED L = LANDLORD ITEM _J O = OWNER (GAP INC.) FURNISHED BY COMMENT GC= GENERAL CONTRACTOR INSTALLED BY RESPONSIBILITY MATRIX SC NOSCAI E DRAWN BY: SJS / RE1C .dOB N O.. LIGHTING FIXTURES AND LAMPS 0 GC 2 REMARKS: 1. ALL FINAL EQUIPMENT WIRING AND EQUIPMENT INSTALLATION BY OTHERS 2. GENERAL CONTRACTOR TO COORDINATE SCHEDULE AND DELIVERY WITH SUPPLIER. STMIDARD SHIPPING PROVIDED BY GAP INC. ANY EXPEDITED SHIPPING COSTS ARE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 3. ROUGH -IN BY GC NOTE: 1. THE RESPONSIBILITY MATRIX ONLY DELINEATES ITEMS SUPPLIED AND /OR INSTALLED BY OWNER MID /OR LANDLORD. ANY WORK BY CONSTRUCTION DOCUMENTS NOT DEFINED AS RESPONSIBILITY OF OWNER OR LANDLORD IS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. SEE BID CLARIFICATION LETTER FOR ANY VARIATION BY SCOPE OF WORK RESPONSIBILITY. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING OF ANY OWNER SUPPLIED CONSTRUCTION ITEMS. SC NOSCAI E DRAWN BY: SJS / RE1C .dOB N O.. r ONR 2006 REMODEL GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4 STORE NO.: ~- -�-- 5359 - -- --- - LOCATION: ±- PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKIMLA, WA 98188 -GAP PROD. I.D.: 39437 i VERSION: 08/18/05 ARCHITECT: Linane /brews i Architects E -1.3.5 [ dm k � .CCA 9 5M 818X2Z= 81sM -IM5 Fax N E -9.11 S 2 O Ob CON DEMOLITION KEYED NOTES Itin Engineers O REMOVE ALL EXISTING ELECTRICAL DEVICES FROM Energy En gineering CASHWRAP AND CUSTOMER SERVICE. INCLUDE ALL Associates, Inc. CONDUIT AND CONDUCTORS BACK TO NEAREST 6615 Vaught Ranch Rd JUNCTION BOX. CIRCUIT TO BE REUSED FOR NEW Austin, Texas 78730 CASHINRAPS. SEE E1 -0A (512) 744 -4400 EEA Proms 1 2059550 I SSUED FOR: DATE: P 12/16/05 CO N S TR U CTION: N POWER DEMOLITION PLAN a1 Jw = ro D RAWN BY: sis / ROG JOB NO.: °C47Z� SHEET TITLE: r _, •.•- Via `V1TGit • t= OEIiir��RX i KM • r1.J"1i� C :- SHEET NUVfBER: EO�1A 0 4 • If v 6 -.,MaA SCALE: 1 %= Vw r O 0 2 2 2 �2 � 1 O ._ D -17 2 2� 0 2 0 0 0 0 0 2.2. F -7 QW) F -5 (TYP) F -3 (�) F -3 (�') F -1 o 0 0 0 0. 0 0 0 ►� D -1 D -1 D -1 F D-1 I 2 U (nP) U U (�) U U (�) U lJ (nP) U LJ (NP) O o - -� ()� F -11 F -13 F -15 F -15 F -15 F -17 F -17 F -17 F -17 ®� -� �1 l�/3 Dom-. iD 3�- 3 {D C �3� 3 } �1 DD = -U m-3u ` , D -19 D -19 /D -19 D -19 D -19 1 0 I� 04 N i4 - ONR 2006 REMODEL i t n n Io Io 1 1 ® (p) 5 7 o .. 1 - mv) I° to . •1 2 0 3 3 D -19 3 D -19 p -3 D -19 D -19 D -19 p -3 W O 1 _ � = -33 C D 3� -33 C �f X111 -33 C C E3 3if- 3 �1� (TYP) I IA r F -21 F -23 (�) F -2 F25 � F-27 � 1 1 ( ) ( ) () n n n n O n n in 1 0 I I I 1 F'{ 1 (TYP) € L �- 0 0 0 0 0 0 0 0 I i N in 0 0 r I F -37 ( ) F -39 F -41 o o of D-3 L�1 .... 2 (TYP) , e F -37 F -39 6 F-2 0 o 0 0 0 0 0 0 0 0 _ 0 0 0 4 0 0 0 n p 2 0 0 0 0 o �o b � - JjIL / /ten D -5 0 -5 p -5 D -7 I`1 0 1 `' 1 H H 1 I I 1 Iq h 2 I� � to h LJ U � (TYP, (TYp) 1 (TYP) U � L1 L! � U U 2 r F -14 F -12 2 F -10 F -10 F -10 F -10 F - 8 F -8 {`IYP) (TYP) 8 ,$ Io �o (TV) n � l0 l0 D -17 1 F -4 f I D`.7 1 I' A n 1 U (TYP) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 f ') F -8 F=6 D =a s� m 1/In/ � � C !r9 �3 C D�9 D-9 -sue C D� =, q �D -19 D -19 D- 19 0_9 0 -19 X D-19 0 -19 D -19 1 1 3 3 3 3 (7w) 1 11 j Pi a (�--� 3 3 3 1 (TYP) D -i9 -i9 3 -19 D-9 D-19 0 -9 D -19 0-19 (TYP) 0_9 3 O-i9 w _ D - 9 ��� EN D 3 -9§33 C D.9 D_9 M Y/20/7= D - 9 9903 C DD h9 E9 =-U C D-s �l -� � j F -1 s F -18 ` (T , � , ) �� F� F20 F 2 F -22� (TYP) F -24 F -26 FJ b' `ter 2 Id 1 1 , p 1 1 I 1 C3 v l ( ) (T 1 I D-13 D -13 'r 'r ro EIS � �t3 ' 0 3" 1 DM _ill! -m L W/Oam -� 1 1 „ 1 n a w e `--� F -34 6 F-34 6 F-34 e 0 -i3 0-13 D-1 'c! D - 7 A 1-I V C 100 LIGHTING DEMOLITI P Q Q o TiON LAN 0-13 0-13 D-13 0-3 K mam GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROD. I.0.:39437 VERSION: 08/18105 ARCHITECT: Linane /Drews A r c h i t e c t s 3500 W. Burbank Bhd. Burbank. CA 915% J 8189725080 818.848.389E Fax . a, LIGHTING GENERAL NOTES: 1. ALL FD(TURES NOT BEING REUSED ARE TO BE RETURNED TO STORE MANAGER OR DISPOSED OF PROPERLY. CHECK WfTH MANAGER. LIGHTING DEMOLITION KEYED NOTES O REMOVE AND DISPOSE OF PROPERLY ALL FLUORESCENT LIGHTS FD(TURES IN BOLD. INCLUDE ALL CONDUCTORS AND CONDUIT BACK TO PANEL. O REMOVE ALL EXISTING TRACK AND TRACK LIGHTS. INCLUDE ALL CONDUCTORS AND CONDUIT BACK TO PANEL 0 REMOVE EXISTING WAIN STREET PENDANT LIGHT FIXTURES. aRCUITS SHALL REMAIN AND BE REUSED FOR NEW PENDANT FIXTURES. REFER TO THE LIGHT T FDQURE SCHEDULE, E3 -2A. O RELOCATE EXIS'T1NG ITEM OF THE WEEK SIGN. SEE SHEET E2 -QA FOR NEW LOCATION. O REMOVE EXISTING LIGHTING CONTACTORS. © RELOCATE EXIT SIGN. SEE E2 -QA FOR NEW LOCATION. O REMOVE EXISTING MASTER LIGHTING STATION. ® REMOVE LIGHT SWITCHES IN RESTROOMS, JANITOR'S CLOSET AND OFFICE. ti Al �3 r CON Consulting Engineers Energy Engineering Assoclates. Inc. 6615 Vaught Ranch Rd Austin, Texas 78730 (512) 744 -4400 EEA Project f2059550 ISSUED FO DA TE: PERMIT/BID/LL- 12/16/05 CO NSTRUCTION: SCALE: W =1 r D RAWN BY: SJS / RBC JOB NO.: S FA SHEET TITLE: UMING � O l'�ic "x° oEMamoN mm SHEET NUVB£R: CITY LA EO�2A 9 f 0 a 1 I u 'aaj r G —, E -1 E -3 +— E -5 G -22 im E -7 � n � E -9 t 4— (TYP) ONR 2006 REMODEL GAP INC. CORPORATE ARCHITECTURE 9D1 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 --4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKMLA, WA 98188 GAP P I. D.: 39437 VERSION: 08/18/05 ARCHITECT: ELECTRICAL KEYED NOTES 202 RECEPTACLES AND COVOU"TES DESIGNA7ED 'WS` SHALL BE WHITE IN COLOR WITH STAINLESS STEEL COVERPLATES. MOUNT ALL RECEPTACLES AT 15' AFF EXCEPT AS NOTED ON FLOOR PLAN. O RECEPTACLE AND SWITCH FOR GARBAGE DISPOSAL. MOUNT RECEPTACLE AT 18' A.F.F. VERIFY EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND G.C. PRIOR TO ROUGH —IN. 206 RECESSED 15 MAP TWIST —LOCK RECEPTACLE. HUBBEI. 1 4710 IN A BELL 5386-0 CAST ALUMINUM BOX. FOR DISPLAY. (MAGIC THE DOG. R000H ROCKET. ETC.) CONNECT TO CIRCUIT INOICAIED WITH #10 THIN CONDUCTORS. RUN CONDUCTORS CONCEALED. VERIFY EXACT LOCATION WITH ARCHITECTURAL FLOOR PLAN AND GC PRIOR TO ROUGH —IN. 210 3/4" CONDUIT WITH BUSHINGS AM PIALWIRE TO ABOVE CERM FOR STEREO VOLUME CONTROL IN FITTING ROOM AREA VERIFY EXACT LOCATION WITH G.C. PRIOR TO ROUGH —IN. IF 10o POWER PLAN Linone /Drews A r c h it e c t s 3500 W. Burbank Bhd. Burbank. CA 91505 1 { f ArAQfMSIlRf1 CONSULTANT Consulting Engineers Energy Engineering Associates. Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 7444400 EEA Project # 2059550 I FOR: DATE: P 12/16/05 SCALE: +R = r4 r DRAWN BY: SJS J RBC JOB N SHEET TITLE: Sc POWER j 4 PLAN SHEET NUVOER: El�OA 0 f • E _daA CO NSTRUCTION: r , E r 1 00 201 3— (TYP) I k E -11 m 1 (TYP) 4 - F? -8: - _F2E -- _ : — . -F?-8 _ — - _ _ — - - = = - _ 8 I 0 -17 201 D -17 0-17 D -17 0-17 20 3 -4 P3 203 t ( 3 (TYP) (TYP) D -17 k I D -17 D -17 0-17 D-17 D -17 203 17 S 9 r a 1 1 1 1 1 1 1 1 1 1 1 ► 1 1 1 F ' D -13 F2t - 6 F2 - 8 F2E - 8 F2 I E -11 I I t (TYP) 1. , , , , 1 1 © T• '• 1 R 1 I r 1 -1 1 I II I It - i i 1. 1 ...............1 Vj mm. ZMw �.aaa�aai�.aaa.a....��� / r 1 1 ) 1 1 r 1 1 1 . 1 • ~ ; 1 i 1 �� .aaaaaaaaaa.a.a. \\ \ \. \ \a. -aaaa• : 1 r /1 1 1 1 1 1• 1 1 / 1 1 1 1 1 1 1 1' X111 7 !- V a r — E -41 t D-19 D D-19 0 -19 0—i9 19 D-19 P-3 A$ 0 1 203 E -11) 201 • N !� N N N 203 D- 19 D-19 0-19 0-19 E -11 D -19 D-19 D -19 -- ___ - -__ _ — __ - - - -_-- — _ - -- ---- __ - -___ - __- - -__ -- —_ -- — ___ - - -__ — — — — — 02 _ (TYP) 11=5 D D D D D D O D 0 D © Q 5�D 5�l} - 55 0 n 5�5�D 5�D = 0 n %~&4ITACTORS IN ENCLOSURE WITH TIME CLOCKS MOUNTED BELOW CIRCUIT E -2. TIME CLOCKS TO BE MOUNTED AT 48' A.F.F. LIULn]� GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAW BRUNO. CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 LIGHTING GENERAL NOTES D - 19 1 0 m 1 'I i Il� i nt - r cn — — f 2N1` —t3 F2f 100 LIGHTING PLAN AND CODED NOTES 2f3 -GAP PROJ. I.D.: 39437 VERSION: 08/18/05 ARCHITECT: Linane /Drews Architects f 35M W. Burbank Blvd. Burbank. CA 91500 j 818712.5080 818.8483M Fax _ Consulting Enaineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EA Project 1 2059550 ISSUED FOR: DATE: PERMIT/BID/i_L: 12/16/05 CONSTRUCTION: JOB NO.: SHEET TITLE: LIGHTING _.,'YY PLAN SHEET tiUVE£R: s s • i ONR 2006 REMODEL 1. VERIFY ALL CIRCUF ING IN THE FIELD. 2. ALL FLUORESCENT STRIP FIXTURES ARE POWERED VIA POWERSTRUr. UNLESS OTHERWISE NOTED. 3. ALL POWERSTRUT CIRCUIT HOMERUNS SHALL ORIGINATE FROM THE BACK OF THE SALES AREA WHERE SHOWN. 4. NO MORE THAN EIGHT CONDUCTORS SHALL BE RUN IN ANY GIVEN LENGTH OF POWERSTRUT. 5. RELAMP ALL EXISTING FIXTURES EXCLUDING EXIT SIGNS. AS NECESSARY. SEE PHASING PLAN FOR ADDITIONAL INFORMATION. LIGHTING KEYED NOTES 101 OCCUPANCY SENSOR SWITCH FOR CONTROL OF ROOM LIGHTING. OCCUPANCY SWITCH IS TO BE A WATT STOPPER WA200. SET SWITCH FOR MAXIMUM SENSRNiTY. CONTROL AND ADJUST SWITCH TO MAINTAIN LIGHTS ON FOR 15 MINUTES AFTER LAST MOTION IS DETECTED. SWITCH SHALL BE ADJUSTED TO OVERRIDE THE LIGHT LEVEL ENERGY SAVING FEATURE. DIP SWITCH SETTING OF THE SWITCHES BENEATH THE COVER SHALL BE SET AS FOLLOWS: ON — DIP 1.7.8 OFF — DIP 2.3.4.5.6 102 BYPASS BUTTON LIGHTING CONTROL SWITCH. 201 DESIGNATES EMERGENCY LIGHTING. PROVIDE SEPARATE 0�) UNSWITCHED HOT CIRCUIT TO EMERGENCY BALLAST IN FIXTURE. 202 DESIGNATES EMERGENCY /NIGHT LIGHTING. 203 CEILING SUSPENDED SIGN. VERIFY EXACT LOCATION WITH GC PRIOR TO ROUGH —IN. 208 POLE MOUNTED SIGN. EACH SIGN TO BE INDIVIDUALLY MOUNTED. VERIFY EXACT LOCATION WITH GC PRIOR TO ROUGH —IN. 207 UNISTRUT SUPPORT. SEE ELECTRICAL DETAILS AND ARCHITECTURAL DRAWINGS. 208 RELAMP CANOPY LIGHTING IN FRONT OF STORE. O NEW SPEAKER LOCATIONS. PROVIDED AND INSTALLED BY MUZAK. SEE DETAIL 200 ON E3 -4A 211 NEW LOCATION FOR EX STWG ITEM OF WEEK SIGN CENTERED OVER MAIN STREET. EXTEND EXISTING CONDUIT AND CONDUCTOR. VERIFY EXACT LOCATION WITH GC PRIOR TO ROUGH —IN. 212 NEW EMERGENCY BALLAST ADDED TO EXISTING FLUORESCENT FIXTURE. PROVIDE SEPARATE UNSWITCHED HOT CIRCUIT TO EMERGENCY BALLAST IN FLXRIRE. 213 NEW LOCATION OF EXIT SIGN. EXTEND EXISTING CONDOR AND CONDUCTOR. O WEATHERPROOF PHOTOCELL MOUNTED ON ROOF FAKING NORTH FOR CONTROL OF EXTERIOR SIGNAGE AND LIGHTING. O NEW LIGHTING CONTACTOR FOR LIGHTING CONTROLS IN ENCLOSURE. SEE DETAIL FOR QUANTTIY. S tv = r4r DRAWN BY: UK SJS r ROC r ONR 2006 REMODEL ` GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 N I N -a aon LIGHTING CONTROL TIMECLOCKS 48" 1 (N) LIGHTING CONTACTORS (TY') (277V do 120V CONTACTORS IN SEPARATE ENCLOSURES) POWER RISER DIAGRAM GENERAL NOTES 1. ALL NEW COMPONENTS SHOWN ON THE SINGLE LINE DIAGRAM SWILL BE A " SERIES - COMBINATION RATED SYSTEM" ADEQUATE FOR THE MAXIMUM FAULT CURRENT AVAILABLEAT THE POINT OF APPLICATION, INCORPORATINGTHE CURRENT LIMITING DEVICES AS SPECIFIED. SHOP DRAWINGS SWILL INDICATE THE "SERIES - COMBINATION RATING" AND INCLUDE A COPY OF ALL LABELING. INCLUDE RESPECTIVE UL LISTING AND ANY LOCAL MUNICIPALITY APPROVAL SHEET OR NUMBERS. 2. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS. 3. ELECTRICAL CONTRACTOR SWILL THROUGHLY INSPECT AND TEST ALL EXISTING EQUIPMENT THAT WILL BE USED /REUSED. REPORT TO GAP REPRESENTATIVE REGARDING ANY REQUIRED MAINTENANCE OR REPAIR ITEMS. 4. ALL NEW EQUIPMENT IS NOTED WITH (N). SHOWN IN BOLD. 5. ALL WIRE IS COPPER. 6. ONLY U.L LISTED EQUIPMENT SHALL BE USED. 7. ALL DEVICES ARE THREE(3) POLE UNLESS NOTED OTHERWISE. NOTE TO ELECTRICAL CONTRACTOR UPON DELIVERY THE ELECTRICAL CONTRACTOR SHALL BE ULTIMATELY RESPONSIBLE FOR THE EQUIPMENT AND ACCESSORIES, INCLUDING THEIR UNLOADING. STORAGE. INSTALLATION AND START UP ON THE PROJECT. POWER RISER DIAGRAM AND NOTES ELECTRICAL LOAD SUMMARY «• r r � FDMD ELEC ERIC SPACE M. AM OONDITKMIING £QIJPIENT ELECTRIC WATER NEATER WSCE UANE0US LlaIlO6 ACTUAL DEMAND ACTUAL N.E.C. N.EC. NEC. CONNECTED FACTOR DEMAM CONNECTED DEMAND DEM M KW.KVA RM KW"A KWIKVA FACTOR KWA(VA 51.6 1.25 64.5 51.6 1.25 64Z - - - - -- 1.25 - - - - -- 100 FT 20OW / IF 20 20 KW x 1.25 26.7 1.0 < IOKW 113.3 26.7 1.0 < IOKW 18.3 OS > 10KW 0.5 > l0KW 0 _ 1.0 + 25X LARGEST 0 0 1.0 + 255 0 00 10 00 O• LARGEST 10 0• 105 • 10 + 255 105 105 • 1.0 + 255 105 • LARGEST LARGEST ++ IAS 1.0 1.85 1.65 1.0 1.85 27.3 1.0 27.3 27.3 10 27.3 TOTAL 212 217 232 NOTES` • USE GREATER VALUE OF THE TWO CATEGORIES WHERE LOADS ARE _ ss 1255 OF LARGEST COMPRESSOR YOTOR N SYSTEM. APPLE'S TO ONLY ONE UNT_ L OMM FEEDER = 237 KVA x 1000 = 285 A. AMPACIW 480 x 1.73 ELECT UAL. SERVICE AAPACITY = 400 A. O 4MV. 3 PH STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER =17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROJ. I.D.: 39437 VERSION: 08/18/05 ARCHITECT: Linone /Drews Architects 3500 W. Burbank Bhd Bwbaik CA 91505 j 818W2.5W 818.8483M Fax l:UNSlJL I AN !: Consulting Engineers Energy Engineering Associates. Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 WA Pf0l*ct #20595M ISSUED FOR: DATE: PERMIT/BID/LL: 12/16/05 CONSTRUCTION: 0 4 i • • I if I U _.mmaj 09 (N) SCALE: NO SCALE 237 DRAWN BY: SJS.MHlRBC jOB NO.: 1� SLEET TITLE: POWER RM SHEET NUMBER: CITE` E E3mOA 0 4 i • • I if I U _.mmaj 09 (N) r MINIMUM REQUIRED TRANSFORMER CAPACITY: 29.9 KVA TRANSFORMER TO BE INSTALLED: 75 KVA TRANSFORMER LOAD SUMMARY TRANSFORMER LOAD SUMMARY PHASE - ACTUAL NEC ACTUAL DEMAND DESCR PTION (FOR PANEL 'E' dt PANEL 'F') FACTOR K%rl KWANA SIZE GENERAL ACTUAL DEMAND ACTUAL 0.720 &720 DESCRIPTION CONNECTED FACTOR DEMAND CCT LOAD 9 3KR PKR MOTOR(S) KWANA 1.0 + 25X K1WA(VA NO DESCRIPTIO SIZE O ?T GENERAL 3.1123 1.25 3.890375 LTG -nmm SALES Ems' - UGHTING AR CONDITIONING 0 ' 1.0 + 25X LTG -FLUOR SALES LARGEST •• ELECTRIC 0 1.0 LTG- FLUOR. SAES GEN. PURPOSE 26.66 1.0 < 1OKW 18.33 LTG- FLUOR. SAFES RECEPTACLE 1.486 0.5 > 10KW 1.000 LTG- FLUOR. SALE'S M 0 1.0 + 25X 0 LTG- FLUOR. SALES 1.984 1.984 LTG -FLUOR STOCKROOM FIXED ELECTRIC 0 • 1.0� 0 • LTG -FLUOR SALES F.R. 14.042 . SPACE HTG. (20" 12.239- .: 5.093 LTG PENDANT SALES :. AR CONDITIONING 0 • 1.0 + 25X 0 • LTG - PFJ4QMTT SALES EQUIPMENT (20" 1.736 LARGEST •* 3.224 3.224 ELECTRIC 1.85 1.0 1.85 1.922 WATER HEATER 2.542 2.542 MISCELLANEOUS 5.82 1.0 5.82 LOADS 1.798 1.798 LTG FLUOR. SALES FRNr 20/1 0.744 0.744 LTG -FLUOR WORK 20/1 TOTAL. 37.4 29,9 LTG -FLUOR WORK 20/1 BI.R FAV LTC -FLUOR WORK 20/1 SIZE LTG WORT( 20/1 NOTES: ' USE GREATER VALUE OF THE TWO CATEGORIES WHERE LOADS ARE NON - CONCURRENT. F FLUOR LTG - FLUOR WORK F.R. 20/1 *• 125% OF LARGEST COMPRESSOR MOTOR IN SYSTEM. APPLIES TO ONLY ONE UNIT. MINIMUM REQUIRED TRANSFORMER CAPACITY: 29.9 KVA TRANSFORMER TO BE INSTALLED: 75 KVA TRANSFORMER LOAD SUMMARY TOTAL 14.5 NOTES: • USE GREATER VALUE OF THE TWO CATEGORIES WHERE LOADS ARE NON - CONCURRENT. " 125% OF LARGEST COMPRESSOR MOTOR IN SYSTEM. APPLIES TO ONLY ONE UNIT. MMMUM REQUIRED TRANSFORMER CAPACITY 15.3 KVA TRANSFORMER TO BE UWALLED. 30 KVA ACTUAL. DEMAND KWANA 4 0 0 0- 0• 0 11.3 15.3 SUe7FEED N EC (FOR PANEL W) PHASE - ACTUAL NEC ACTUAL DEMAND DESCR PTION CONNECTED FACTOR K%rl KWANA SIZE GENERAL 3.2 1.25 LIGHTING 0.720 &720 GEN. PURPOSE 0 1.0 < 10KW RECEPTACLE 0.720 0.5 > 10KW MOTOR(S) 0 1.0 + 25X (20" LARGEST nxED ELECTRIC 0 • 1.0 SPACE HTG. (20M - LTG - SALES AREA DIR. AR CONDITIONING 0 ' 1.0 + 25X EQUIPMENT (20" LARGEST •• ELECTRIC 0 1.0 WATER NEATER MISCELLANEOUS 11.3 1.0 LOADS TOTAL 14.5 NOTES: • USE GREATER VALUE OF THE TWO CATEGORIES WHERE LOADS ARE NON - CONCURRENT. " 125% OF LARGEST COMPRESSOR MOTOR IN SYSTEM. APPLIES TO ONLY ONE UNIT. MMMUM REQUIRED TRANSFORMER CAPACITY 15.3 KVA TRANSFORMER TO BE UWALLED. 30 KVA ACTUAL. DEMAND KWANA 4 0 0 0- 0• 0 11.3 15.3 SUe7FEED N EC ACTUAL PHASE - ACTUAL NEC - 8KII BKII K'N KW WX K%rl OPT SIZE 2.604 2.604 RCPT - CASIf=AP IG. 0.720 &720 2.460 2.480 RCPT RCPT - CASHIMRAP I0. 0.72D 0.720 - --- - - - - 2.542 2.542 0.720 Q720 2.542 2.542 0.720 - - LTG - SALES AREA DIR. 2.542 2.542 - 3.596 3.596 0.180 1.798 1.798 - 1.486 1.488 1.000 1.000 1.704 1.704 9.680 1.984 1.984 8.423 - 11.240 - 5.093 5.093 14.042 12.239- .: 5.093 5.093 :. 29.690 5.093 5.093 1.736 1.736 3.224 3.224 20/1 2.542 2.542 1.922 1.922 20/1 2.542 2.542 2.728 2.728 1.798 1.798 0.744 0.744 PIME ACTUAL NEC BKR BI.R FAV WN OP I SIZE 67.865 75.563- 65241 70.956 :. 62.397 65.479 195.522 :. 211.997 CCT LOAD BKR BKR NEC. ACTUAL PI LASE ACTUAL NEC B 0. OESCRiprtw% SILE OPT Kw K%V V3 KYd RCPT - CAS1iww 1G. 0 720 0.?l0 RCPT - CASIf=AP IG. 0.720 &720 RCPT RCPT - CASHIMRAP I0. 0.72D 0.720 - --- - - - - RCPT - CASFMIItO 10. 0.720 Q720 PT RC - CASIfNIRAP IM 0 720 0.720 - LTG - SALES AREA DIR. 0.540 0.590 0.160 0.180 0.180 0.180 FITTING RM. JELL.YJARS 1.000 1.000 CASHWRAP SIGN 1.680 9.680 12.160 -= 8.423 - 11.240 - 9.228 - 14.042 12.239- .: 37.442 - :. 29.690 LO: cc,T DESCRIPTION �IU- XFMR PANEL G LTG-FLUOR " W1NtK LTC - FLUOR WORK LOAD CCT DESCRIPTION) NO- 285 AMPS KR W W.R L LOAD C CCT 83 AMPS ONR 2006 REMODEL CCT LOAD BKR Im 14EC ACTUAL PIIASE ACTUAL 1IEC BKR BKR LOAD CCT R•O. DESCRIPT" SIZE OPT K%V KW K%V KW QPI SIZE DESCRIPTIOU A'). SPARE 0. 0.000 0.060 O. SPARE KID �� SPARE 0.000 0.600 0.000 0.000 SPARE SPARE 0.000 0.000 MOOD 0.000 SPARE SPARE 0.006 0.000 6.600 0.000 SPARE SPARE ' 0.000 0.000 0.000 0.000 SPARE SPARE 0.600 0.060 0.000 0.000 SPARE GAP INC. SPARE 0.000 0.000 0.000 0.000 SPARE SPARE 0.000 0.000 0.000 0.000 SPARE CORPORATE ARCHITECTURE SPARE 0.000 O. Q000-w 0.000 SPARE 901 CHERRY AVENUE SPARE DAM 0.000 0.000 0.000 SPARE SAN BRUNO. CA 94065 SPARE 0.000 0.000 o.000 ! 9AW SPARE (650) 952 - 4400 SPARE 0.000 0.000 Q000 = 0.000 SPARE srAiO 0.000 0.000 0.000 0.000 SPARE STORE NO.: 5359 SPARE 0.000 0.000 0.000 OA00 SPARE SPARE 0.000 0.000 Q000 0.000 SPARE SPARE _ 0.000 0.000 0.000 0.000 SPARE _ LOCATION: SPARE 0.600 0.000 Q000 0.000 SPARE SPARE 0.000 0.000 0.000 0.000 SPARE PARKWAY SUPERCENTER SPARE 0.000 0.666 0.060 0.000 SPARE 17470 SOUTHCENTER PKWY SPARE 0.000 o 000 0.000 6.000 SPARE SPARE 0.000 ' 0.000 - 0.000 0.000 w SPARE TUMLA, WA 98188 0.000 0.000 a000 0.000 0.000--. 0.000 oAMPs 0.000 - 0-000 GAP PROD. I.D.: 39437 VERSION: 08 /18/05 ARCHITECT: CCT LOAD F314R 8KR - %IEC ACIUM. PHASE . ACTUAL Nr'C BKR MR LOAD CCT NO. DESCRIPTION SIZE - OPT K1Y KV! KV1 KIN OPT SIZE DESCRIPTION 120. - Linane/Drews A r c h i t e c t s - 13urbaillc. urbw* 05 _ 818972 M 8ISS483895 Fax ILL 1.440 1.40 15/1 KIDS DISPLAY 1.446 1.440 15/1 IaDS DISPLAY R . t 0.006 0.000 SPARE MICROWAVE 20/1 1.500 1.500 ..• ; .. .:.. pf �//�, GO&ACt DISPO!§AL 20/1 1400 1.500 1.500 1.500 20/1 VENO� MACHINE o p REFRI&R/1TOR 20/1 1-500 1.500 z 38146 . 5.740 •.. : ;. .6.140 " .. � 2.06.46 �� 5.640 5.640 3.100 = : 3.500 - :- 13S AMPS 14.480 15.280 PANEL SCHEDULE LEGEND BRMER OPTIONS LO HANDLE - LOCK -ON DEVICE LF HANDLE - LOCK -OFF DEVICE PA HANDLE - PADLOCK DEVICE ST SHUNT TRIP BREAKER AS POWER LINK AS BREAKER GFCI GROUND FAULT CIRCUIT INTERRUPTER BREAKER HACR HEATING, A/C, & REFRIGERATION RATED BREAKER AUX AUXIUARY CONTACTS CONr Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin, Texas 78730 (512) 744 -4400 EEC► PrO1Od # 2059550 I FOR: DATE: P 12/1 6/05 CONSTRUCTION: SCALE: NO SCALE DRAY N 6Y: SJS I TZBC JOB N SHEET TITLE: ELECTRICAL. � l SCHEDt�.ES ^ Ij SHEET NULfSER: �'F{ry ^= E3�1A -- 9 ft 0 op 6 ,maoi CONr Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin, Texas 78730 (512) 744 -4400 EEC► PrO1Od # 2059550 I FOR: DATE: P 12/1 6/05 CONSTRUCTION: SCALE: NO SCALE DRAY N 6Y: SJS I TZBC JOB N SHEET TITLE: ELECTRICAL. � l SCHEDt�.ES ^ Ij SHEET NULfSER: �'F{ry ^= E3�1A -- 9 ft 0 op 6 ,maoi 9 ft 0 op 6 ,maoi r CONTACTORS BILL OF MATERIALS IA - LGECR463L20AJA ELECTRICALLY -IIELD BASE W/2NO CONTACTS (CONTACTOR BASE) I - POWER BLOCK - LGECR460XP32 ELECTRICALLY -IIELD 2NO POWER BLOCK (2 POLE POWER BLOCK) 1B - LGECR463L2OAJA ELECTRICALLY -HELD BASE W/2NO CONTACTS (CONTACTOR BASE) I B - POWER BLOCK - LOECR460XP32 ELECTRICALLY -IIELD 2NO POWER BLOCK (2 POLE POWER BLOCK) 1C - LGECR463L20AJA ELECTRICALLY -IIELD BASE W/2NO CONTACTS (CONTACTOR BASE) 1C - POWER BLOCK- LGECR460XP32 ELECTRICALLY-HELD 2NO POWER BLOCK (2 POLE POWER BLOCK) 2A - LGECR463L20AJA ELECTRICALLY-HELD BASE W/2NO CONTACTS (CONTACTOR BASE) 2A - POWER BLOCK - LGECR460XP32 ELECTRICALLY -HELD 2NO POWER BLOCK (2 POLE POWER BLOCK) 2B - LGECR4631,20AJA ELECTRICALLY -HELD BASE W/2NO CONTACTS (CONTACTOR BASE) 2B -POWER BLOCK - LGECR46ONP32 ELECTRICALLY -HELD 2N0 POWER BLOCK (2 POLE POWER BLOCK) 3A - LGECR463L20AJA ELECTRICALLY -HELD BASE W/2NO CONTACTS (CONTACTOR BASE) 3A -POWER BLOCK - LGECR460XP32 ELECTRICALLY -HELD 2NO POWER BLOCK (2 POLE POWER BLOCK) 3B - L0ECR463L20AJA ELECTRICALLY -HELD BASE W/2N0 CONTACTS (CONTACTOR BASE) 3B - POWER BLOCK - LGECR460XP32 ELECTRICALLY -HELD 2NO POWER BLOCK (2 POLE POWER BLOCK) 3C - LGECR463L2OAJA ELECTRICALLY -HELD BASE W/2NO CONTACTS (CONTACTOR BASE) 3C - POWER BLOCK - LGECR460XP32 ELECTRICALLY -HELD 2NO POWER BLOCK (2 POLE POWER BLOCK) 4A - LGECR463L20AJA ELECTRICALLY -HELD BASE W12NO CONTACTS (CONTACTOR BASE) 4A - POWER BLOCK - LGECR460XP32 ELECTRICALLY -HELD 2NO POWER BLOCK (2 POLE POWER BLOCK) CONTACTOR SCHEDULE CONTACTOR CONTACTOR CCTV � CONTACT C_ NEMA EXTERNAL INTERNAL SCENE MANUFACTURER TYPE COIL I CONTACT AMPERE No. OF POLES TYPE CIRCUITS N.O. N.C. LABEL LABEL MODEL VOLTAGE VOLTAGE RATING ENCLOSURE CONTROLLED GENERAL ELECTRIC ELEC ENERGIZED N EMA 1 1A ALL STORE LIGHTS CR463L20 ELEC HELD , 120 600 30 4 EE E -11,41 3051 E44A GENERAL ELECTRIC ELEC ENERGIZED _ NEMA 1 D- 3,5,7,9,11, 1B L STORE LIGHTS AL S O G S CR463L20 ELEC HELD 1 20 600 30 8 15,17,19 3051 E4 -1A GENERAL ELECTRIC ELEC ENERGIZED N EMA 1 1C ALL STORE LIGHTS CR463L20 ELEC HELD 120 600 30 4 SEE D -31 3051 E4 -1A 2 GENERAL ELECTRIC ELEC ENERGIZED NEMA 1 0- 32,33,34,35, 2A EMPLOYEE LIGHTS CR463L20 ELEC HELD 120 600 30 8 SEE 37.39,41 3051 E4-1 A 2 GENERAL ELECTRIC ELEC ENERGIZED NEMA 1 2B EMPLOYEE LIGHTS CR463L20 ELEC HELD 120 600 30 4 SEE E -39 3051 E44A 3 GENERAL ELECTRIC ELEC ENERGIZED NEMA 1 E- 17,19,20,21 3A SPECIALTY LIGHTS CR463L20 ELEC HELD 120 600 30 8 SEE 23,25,27,29 3051 E44A 3 GENERAL ELECTRIC ELEC ENERGIZED NEMA 1 E-31,33,37,38,40 3B SPECIALTY LIGHTS CR463L20 ELEC HELD 120 600 30 8 SEE G -1.5 3051 E4-1A 3 GENERAL ELECTRIC ELEC ENERGIZED NEMA 1 3C SPECIALTY LIGHTS CR463L20 ELEC HELD 120 600 20 4 SEE 6-20,22 3051 E44A 3 GENERAL ELECTRIC ELEC ENERGIZED NEMA 1 4A OUTSIDE LIGHTS CR4631_20 ELEC HELD 120 600 20 6 SEE D- 21,23,25,27 3051 E44A [)05 ScP, r F =R� CONSULTANT: Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA Project f 2059550 ISSUED FOR: DATE: PERM I T/BIDAL: 12/16/05 CONSTRUCTION: DRAY.'.V BY: IUAIt SJS l RSC JOB NO.: SHEET TITLE: ELECTRICAL SCHEDIdLES C7 jp ONR 2006 REMODEL l AVY GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAW BRUNO, CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWLA, WA 98188 GAP PROJ. I.D.: 39437 VERSION: 08/18/05 ARCHITECT: Linone /Drews Architects 3500 W. Burbank Blvd Burbank. CA 91506 J 81897250®0 818.818.3896 Fac _ 6 SCALE: HOSCALE SHEET NUVIRER: r CCTV � C_ E 3mla A C7 jp ONR 2006 REMODEL l AVY GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAW BRUNO, CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWLA, WA 98188 GAP PROJ. I.D.: 39437 VERSION: 08/18/05 ARCHITECT: Linone /Drews Architects 3500 W. Burbank Blvd Burbank. CA 91506 J 81897250®0 818.818.3896 Fac _ 6 SCALE: HOSCALE r LIGHT FIXTURE SCHEDULE PROVIDED BY MANUFACTURER BALLAST MANUFACTURER MOUNTING OWNER EXISTING TAG DESCRIPTION CATALOG NUMBER LAMP CATALOG NUMBER WATTS VOLTS LOCATION REMARKS MERCURY PHILIPS ADVANCE F2 -4 X 2 ROW 4' TWIN LAMP FLUORESCENT STRIP MM- 232 -OCT / 4T -ELB (2) F32T8/TL830 REL- 2P32 -SC 62 277 (SALES /FITTING) V132 WIREGUARD MERCURY PHILIPS F2 -8 X 2 ROW 8' TWIN LAMP FLUORESCENT STRIP MM- 232 -OCT / 8T -ELB (4) 173278^830 REL- 4P32 -SC 124 277 (SALES /FRTING)- F2E -8 X 2 ROW 8' TWIN LAMP FLUORESCENT STRIP WITH EM PACK MERCURY MM -232 -OCT / 8T- ELB -EM PHILIPS (4) F32T8/TL830 ADVANCE REL- 4P32 -SC 124 277 (SALES /FITTING) 4 TWIN LAMP FLUORESCENT STRIP MERCURY PHILIPS ADVANCE F21-1-4 X WITH 1.2 POWER FACTOR ELECTRONIC MM- 232- OCT- ELB -1.28F (2) F3278/TL830 REL- 2P32 -SC 62 277 (SALES /FITTING) ELECTRONIC BALLAST 8' TWIN LAMP FLUORESCENT STRIP PHILIPS ADVANCE F2H -8 X WITH 1.2 POWER FACTOR ELECTRONIC MM- 232 -OCT / ST- ELB -1.28F (4) F3278/TL830 REL- 4P32 -SC 124 277 (SALES /FITTING) HIGH LIGHT OUTPUT BALLAST 8 TWIN LAMP FLUORESCENT STRIP PHILIPS ADVANCE F2HE -8 X WITH 1.2 POWER FACTOR ELECTRONIC MM- 232 -OCT / 8T- ELB- I.2BF -EM (4) F32T8/TL830 REL- 4P32 -SC 124 277 (SALES /FITTING) HIGH LIGHT OUTPUT BALLAST AND EM PACK HOLOPHANE PHILIPS HOLOPHANE P3 X DECORA71VE PENDANT FIXTURE 24S- IODMHL -12 -U1 (1) 100W MH BL626A 142 277 PENDANT /SALES STONCO PHILIPS OILING S3 X JELLY JAR VCXL21 BASE/ VGP200 GLASS (1) 100A -90A / 99 / EW N/A 100 120 (FITTING ROOM) .. • PHILIPS • (2) 32W F32 T8 /SPX35 /RS •. 1 PHILIPS :. (2) 32W F32 T8 /SPX35 /RS 1 PHILIPS :. (1) 60W A19 1 REMARKS: 1. EXISTING FIXTURE TO BE RELAMPED ONLY ONR 2006 REMODEL ( @R& mmww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROJ. I.D.: 39437 VERSION: 08118/05 ARCHITECT: Linane /Drews A r c h! t e c t s 3500 W. Burbank BI%d Burbank. CA 9150 618.972.5080 81834838% Fax i' y pZ 33146 4 C CONSULTANT- Ccnsultino Enainews; Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 ffA Project # 2059550 ISSUED F DATE: PERMIT /BID/LL: 12/16/05 CO NSTRUCTION: CITY. D RA 14 BY. SAC JCB CVO.. SHEE i TITLE: LIGHT FACTURE SCHEDULE SHEET NUMBER: E3 -2A 4 0 ft r 0 41 • F7 I -..4A SC NOT T WALE r ONR 2006 REMODEL POWER POLE POWER POLE SET IN N.O. POSITION N.O. 1 i i i i F� I � L � � FIGURE 2 ' ULt 2 00 0 00 FINAL CONNECTION TO SIGN. 2 00 SM AWCHL DWGS RN O 00 A.C. BALLAST (00 O 00 00 O 00. RED $ 0 0 5 SHE ARCH. DINGS FOR CUP 0 Q 6� BOTTOM CHORD OF JOIST BEYM TAG a WITM U' TO THE ELD OF POWHRSTRtx'T LAMP .EEO( WHBE OOCtAS L - POWER POLE SET IN N.C. POSITION AVAILABLE SPACE FOR 2 MORE POWER POLES IN N.O. POSITION 1-V2'x4'x4' ,ACTION BOO( MOUNTED TO U MIOE OF MM HORIZONTAL DIMENSION OF JIM TO CE NTERM OF PIPE TO BE 1Y MAX.:;-,- TO SWITCHED AC CIRCUIT (CONTACTOR LEAVE AN EXCESS OF 3' FOR VENM TO PROVIIE' BLUE BLUE FINAL CONNECTION TO SIGN. SM AWCHL DWGS RN MANU S%Vff MOTION SENSOR, ETC. -.) YELLOW A.C. BALLAST WT TO SCALE RED Jr WASHER SHE ARCH. DINGS FOR POWERSTW T PS 20D 00 CIJBNNFI WIDLB.IZIGATED HIM. BOTTOM CHORD OF JOIST BEYM SUPPORT DETAL -� a WITM U' TO THE ELD OF POWHRSTRtx'T LAMP .EEO( WHBE OOCtAS L - 318' NUT. TVP OF 2 AACHL DINGS FOR MOtWNG HEIGHT INDICATOR LAMP BATTERY PLUG Q� S1M SEE ARCHL DWGS FOR M01.11ITING IfLGHIf OF CONDUIT RED REO VY HOD COIaxT BY ONTRACTOR. TVP. BROWN RED .ELY JAR FOat§E. TVPE S3 BROW!N LIGHT ALARMS •ALW YYELL.OW TO UNSYNTCHED FLOURESCENT POWER AC CIRCUIT. USE BLACK PACK BLUE PROPER TAP. ORANGE 1 BLUE CAP UNUSED WIRE I 1-V2' GAL. PPE THFJWED TO I RECEIVE OOMD - INSTALLED BY I GC I COtPLER HASH D AND LEW INSTALLED BY S VENDOR 1 I SHGNAEE I l � 1 POWER CORD. ROUTE THIROIIBI GALVANIZED PIPE. LEAVE AN DOCL'SS OF 3' FOR VENOM TO PRONDE FINAL CONNECTION TO SKIM. NOTE: CONNECT EMERGENCY PACK TO THE HOT WIRE OF THE CIRCUff AHEAD OF LIGHT SIMTCN OR CONTACTOR EMERGENCY LIGHTING WIRING DIAGRAM NOT TO SCALE 100 TRUSS SYSTEM! CONW 1 M4'0' JNCTION BOO( MOUII'TTET) , • TO tN)MDE CF DECK. HDONTAL DIr1ENSICH OF .FBOO( TO CENT KI E OF ; l 1-V4' OIL. PPE TO BE 12 MAX. O 0 0 ° O ° O ° ° O ° i I POWE RST09 PS 200 KOS r CINME. � TO BOTTOM CHORD OF TRtES. 6'k6'XV4' 7H K. STEEL PLATE WITH HOLE r / DIM AT CEIM TO WMIVE THIEADHI HOLLOW PPE. SEUME STEEL PLATE TO tMTRUTS : WITH SILTS AT FOUR CORNEN OF RATE - THEA10 HOLLOW PEE (I-V4' DIIL PPE) SEEI PIPE TO STEEL RATE WITH NUT AT TOP AN BOTTOM OF STEEL PLATT= - PRISMATIC GLASS ROI RACTOR — - PENDANT LIGHT P3 314o Mk Ry nWI1RACTO R YW UNGS FOR TILE HEIM INOT TO SCALE SEE ARCH. DINGS FC MOUNTING HEKFff FIT. RM. I PENDANT SIGN NOT TO SCALE 200 3Ar STS THREAD® ROD .. .., PRO POWMTRt1T PS MM Be CAP. POWER STRUT FOVMTFILff SWING GhTE C1 AMEL HANiGEIL i -- POWSISDW PS 2900 WA STTRAKFIT STRJT JIM r' r 1 r LIGHTING CONTACTOR DETAIL 1-V2'x4'x4' .DICTION BOX MOtLM TO tlNOERSDE OF DE IL HORIZONTAL DMBNSION OF J-BOX TO CENTERLINE OF PPE TO BE 12' MAX. SEE AFRCFL DW6S FM MOUNTING HEIGHT SEE ARCH. OWLS SUPPM DETAL- HEI6HTT I I I I E r I 1-V2' GAL. PPE TNEAD® TO RECEIVE OOL LE R - INSTALLED BY t�C 1 * � 14 V t "I I 1� M POW CORD. MUTE 7WOURI GALVAN® PIPE. LEAVE AN EXCESS OF 3' FOR VENM TO PROVIIE' FINAL CONNECTION TO SIGN. SM AWCHL DWGS RN MOIwNG HEIMIT FIT. RM. PENDANT SIGN(SIDE ARROW) WT TO SCALE n NUT Jr WASHER POWERSTW T PS 20D 00 CIJBNNFI WIDLB.IZIGATED HIM. BOTTOM CHORD OF JOIST BEYM 34r STEEL THIEAM ROD AT V-0' m a WITM U' TO THE ELD OF POWHRSTRtx'T .EEO( WHBE OOCtAS L - 318' NUT. TVP OF 2 WASHER. TYP. OF 2 Q� S1M SEE ARCHL DWGS FOR M01.11ITING IfLGHIf OF CONDUIT VY HOD COIaxT BY ONTRACTOR. TVP. PIDVDE LOIXIN>6 NUTS AT ALL 0ONEGTIM6 O .ELY JAR FOat§E. TVPE S3 SEE AFKFL QM FCR mmwm JELLY JAR @FITTING ROOM W TO SCAlf 3a 0=111PTION THE GE CR460 SERIES CONTACTOR ARE CONFIGURED TO SUPPORT UP TO TWELVE NORMALLY OPEN, w N.O. m . POLES, WITH A MAXIMUM OF EIGHT NORMALLY CLOSED, 'N.C. ". POUTS. POSITIONS "1" TO "4" ON BASE CAN BE CONFIGURED AS EITHER N.O. OR N.C. WHILE POSITIONS 0 5" AND "6" CAN BE CONFIGURED AS N.O. ONLY. IN_ENAATION INSIB ZEE--1 LOCATE THE RELEASE CUP AT ONE END OF THE POWER POLE. (SEE FIGURE 2) STEP- 2 INSTALL POLE BY SLIDING FOOT INTO SLOT; PULL THE CUP. AND POSITION POLE ONTO CONTACTOR BASE. RELEASE THE CUP FOR INSTALLATION. STEP -3 CHECK FOR THE LETTERING ON THE BASE. N.O. SHOULD BE VISIBLE IF POWER POLE IS ASSEMBLED AS NORMALLY OPEN. N.C. SHOULD BE VISIBLE IF POWER POLE IS ASSEMBLED AS NORMALLY CLOSED. (SEE FIGURE 1) STEP -4 IF INSTALLED IN WRONG POSITION, REMOVE POWER POLE BY PULLING CUP. ROTATE POWER POLE 180 DEGREES TO CONVERT TO N.O. OR N.C. POSITION. rl NOT TO SCALE 103 POWBRSTTUT PS 20D KDO CH A N 1 WITH OJONGATED HOLES, BOTTOM CM OF JOIST BEYM 3/8' STU 7HFJM ROD A 10'-0 O.C. & WITI N 1D' OF END OF FLUORESCENT FOQIAE. POWERSMIT PS 2632EG SWING GATE CHIN& HAM NOTE: NOT ATTACHE DHEEOTLY TO POWHISTITJT CIW�EL. POWERSTIRUT PS 2001= EG CHINS WITH ELOM70 HOLES, AACH. OWLS FOR LgUNTINIs`_IEIGHTS_ FLUOEE5CEIff Foam ---- WASHER 3/8' NJT. TYP. OF 2 WASHER. TVP. OF 2 P T�CLOMW STRIP CHASE LOCK NUT WIRE BALLAST BEYOND POWER STRUT /FLOUR FIXTURE NOT TO SCALE 300 MC CAM TO PiNYDE FINAL 142'x4'x4' JJ CM BOO( iu NM TO tHIMDE OF OOINECTION TO SIGN. OBCHC. HwNTAL DLE NSION OF J-8QD( TO CENTEALlE CF PPE TO BE 12' MAX. SEE APOL FOR SEE AHTCH L OWLS FOR A+IOII+fTNG HEIGtTf SIJPPOTT OMTAIL 21 01.. PPE WEA10 FOR VENDOR TO MOIM Sal. KID [� GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO, CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROJ. I.D.: 39437 VERSION: 08118/05 ARCHITECT: Linane /Drews Architects 3500 W. Burbank Bh%L Burbank, CA 91505 8182725080 818.8483895 Fax _ . r I owrles t•o>�•06 CON NT: Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EFA Project # 2059550 ISSUED FOR: DATE: PERMIT/BIDAL -- 12/16/05 CONSTRUCnON: REVISION: IA 9' MIN!" CABLE FOR VENDOR SCALE: NOTT09CALE OF01ION OF E S L f DRAWN BY: S!S I RBC ..GB NO.. SHEET TITLE: APPRO X 17' — CONfIM W[ ft' R ELECTRICAL �,, •, 4+ Q � �o DETAILS SUPPORT ON -. - ME ' CASHWRAP. SITE IT'L. SHEET NUMBER: ARM. DINGS FOR SUPPORT DETAIL NOT TO �cALE E3- 3A CAS POLE SIGN (DOWN ARROW) � r POWER STRUT GENERAL NOTES I. PATCH AND REPAIR (E) FIREPROOFING AS REQUIRED TO MATCH (E) RATING. 2. ALL UNISTRUT /POWER STRUT AND ASSEMBLY TO BE FACTORY FINISH GRAY. 3. PROVIDE SEISMIC BRACING ONLY WHEN REQUIRED BY CODE. 4. DO NOT RUN UNISTRUT OR POWER STRUT PAST ENDS OF AXTURES. 5. THE CEIUNG CONNECTION SHOWN IS PREFERRED. BEAM CLAMP OR UNDER —JOIST CONNECTIONS ARE ACCEPTABLE IF MORE COST EFFECTIVE. DIRECTLY ATTACHING THREADED ROD OR POWER STRUT TO UNDERSIDE OF ROOF DECK IS NOT ACCEPTABLE. U0TIis1T P- 2679-8 SWIVEL NUT UVISTfIIJT P-=T awfa PAOVDE 3W STL. THIFADED Rm0r-rO1C.. rip. - PAW CONTNUOLLS tNISTRUT Fl.-=T CHWEL. - 2W LENTH MAX. IM P-2NNO CWfEL. JOW TO JON CI4#R ENDS? tMTMt P-M SPRW NUT �� •.� 1 h � MOUINRNG HEIGHT UNISTRUT ATTACHMENT DETAIL NOT TO SCALE 201 4' SO. BOX WITH SINGLE GANG TRIM RING LOCATED AT CASHWRAP. (NOTE: J —BOX FOR VOLUME CONTROL IS PRE — INSTALLED BY CASHWRAP MANUFACTURER. COORDINATE LOCATION WITH G.C.) 201) TYP. LOOP CABLE THRU \ DISTANCE FROM BOX TO SPEAKERS PLUS ALLOW MIN. OF 24' AT EACH SPEAKER BOX COIL do TAPE CABLE AT SPKR. 4' SO. BOX WITH SINGLE— DEVICE PLASTER RING. LEAVE W OF COILED AND TAPED SPEAKER CABLE (TYPICAL FOR EACH CIRCUIT). LABEL - SALES AREA' LEAVE 6' OF COILED AND TAPED 2 CON (W /SHLD) 22 AWG CABLE. (TYPICAL FOR EACH CIRCUIT). LABEL NOOLUME CONTROL' . LEAVE 6' OF COILED AND TAPED 2 CON (W /SHLD) 22 AWG CABLE. (TYPICAL FOR EACH CIRCUIT). LABEL - MUSIC ON HOLD'. i :E PROVDE wl -STRUT m omIT SUPPORT TO GOOF STIiUCTUIF. ENO PANEL LIFE OF FLEX ORCEALED N METAL 11p AI f — SNQE TWIST -LOCK IECEPTAOLE MOUNTED TO END PAIL FRAME A.F.F. POWER AT END PANEL EMr COLOUR T> •f i ' FFF i i i i- i' i i i i i i' i i L A ELECTRICAL. CONTRACTOR SHALL -- FURNISH AND INSTALL SPEAKER HANGING STRUCTURE UNISTRUT P -1000 ONR 2006 REMODEL GAP INC. CORPORAIE ARCHITECTURE SLOTTED IIPROITS 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STORE NO.: 5,359 T FD(TUS LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROJ. I.D.: 39437 VERSION: 2S /18/05 ARCHITECT: NOT TO SCALE 0000000000000000000 1/4' EYE BOLT (PROVIDED BY MUZAK) SPEAKER WIRE TO--/ JUNCTION BOX INSTALL THIMBLE o TO FORM LOOP o WIRE ROPE 0 CLAMP (2 AT EACH LOOP) o ) DETAIL 'A –A 13'-0' A.F.F. SOUND SYSTEM INSTALLATION DETAIL Linone /Drews Architects 3500 W. Budmnk Bind. Budm*. CA 91505 818-972 -5M 818.848895 Fax 1 tiv . CM O EONS CONSULTANT: Consulting Enalneers Energy Engineering Associates. Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEC► Project # 2059550 SOUND SYSTEM 1 INSTALLATION NOTES 2. MOUNTING HARDWARE, SPEAKERS. AMPURER. CD:I DECK. INSTALLATION AND FINAL CONNECTION ARE BY 'OWNER. 3. SEE ARCHITECTURAL REFLECTED CEIUNG PLAN FOR EXACT LOCATIONS OF SPEAKERS. ELECTRICAL CONTRACTOR SHALL NOTE ANY CONFLICTS IN FIELD AND NOTIFY ELECTRICAL ENGINEER OF SAME. CIRCUIT CHANGE MUST BE APPROVED BY ELECTRICAL ENGINEER OR 'OWNER'. SOUND SYSTEM 1 WIRING CODED NOTES O e SQUARE J —BOX WITH COVEIM ATE. LOOP CABLE THROUGH DISTANCE FROM BOX TO SPEAKER PLUS MINIMUM OF 24'. 201 MUZAK WIRING 2 COND AWG CABLE WEST PENN MODEL 224 CABLE. RUN CABLE FROM MANAGER'S DESK OR OTHER LOCATION AS INDICATED ON THE ELECTRICAL DRAWINGS TO SPEAKER J —BOXES AS LOCATED ON THE ELECTRICAL DRAWINGS. 202 RLC -3 VOLUME CONTROL WITH 4' SQUARE BOX WITH SINGLE GANG TRIM RING LOCATED AT CASHWRAP. CLOD MUZAK WIRING 2 COND (W /SHLO) 22 AWG CABLE WEST PENN MODEL 291 CABLE. RUN GABLE FROM MANAGER'S DESK TO VOLUME CONTROL. COORDINATE LOCATION OF VOLUME CONTROL AT CASHWRAP WITH G.C. 204 MUZAK WIRING 2 COND (W /SHLD) 22 AWG CABLE WEST PENN MODEL 291 CABLE. RUN CABLE FROM MANAGER'S DESK TO TELEPHONE EOMMENT BACKBOARD. O SPEAKER FURNISHED AND INSTALLED BY MUZAK ISSUED FOR: DATE: PERM I T /B[D /LL: 12/16/05 CONSTRUCTION: REVISION: I [S ALES AREA SOUND SYSTEM DETAIL I MF T SCALE 204 8 FT. HANGING WIRES PROVIDED WITH SOUNDTUBE SPEAKERS. SLICE BACK AND HEATSHRINK TO DESIRED LENGTH. SCALE: NOTT09G�1E CRAYYIV BY: SJS / R8C ,i00 NO.. -' - � f ELECTRICAL SHI_ €T Nl;vBER: 8 FT. HANGING WIRES PROVIDED WITH SOUNDTUBE SPEAKERS. SLICE BACK AND HEATSHRINK TO DESIRED LENGTH. r D D - ( LAB LOCATION TYP 0 ., m L 120VAC DEDICATE CIRCUIT WITH LOCK —ON CIRCUIT BREAKER REFER TO SHEET E2 —OA FOR CIRCUIT NUMBER AND LOCATION OF DEVICES � 301 1 "TC2 N.O. 3 N.O. 1 A N.C. LABEL "ALL STORE LIGHTS TIMECLOCK" WITH 1 18r HIGH LOCATE BLACK ENGRAVED LETTERING SET RELAYS IN SCHEDULE FOR 10AM TO 9PM ----,, ENCLOSURE WHEN APPUCABLE ALL STORE UGHTS { -- 1/2" HIGH ENGRAVED LIGHTING \ ` -LABEL LOCATION (TYP) --' LETTERING (TYP) CONTACTOR 1" HIGH BLACK OR CONTROL PERMANENT PEN (TYP) RELAY (TYP) COVER PLATE INSIQE ENCLOSURE 18" x 18" LIGHTING CONTACTOR ENCLOSURE LABELING NOT TO SCALE 305 16 LJ N.C. LABEL "EMPLOYEE LIGHTS TIMECLOCK" WITH 1/8" HIGH BLACK ENGRAVED LETTERING SET SCHEDULE FOR 8AM TO 11PM BYPASS BUTTON. SEE SHEET E2 -0 FOR LOCATION LABEL "SPECIALTY UGHTS TIMECLOCK" WITH 1/8" HIGH BLACK ENGRAVED LETTERING SET SCHEDULE FOR 8AM TO 11PM SPECIALTY UGHTS N.C. L 301 L B P -1 � � 1 301 1 TC 2 N " — U (_ N f Z IR I X1 1C L � N.C. N.C. I N.C. F 7,1 l 3A -�—� N.C. N.C. I 3C I PHOTOCELL/ CONTACTOR LABEL "OUTSIDE UGHTS TIMECLOCK" WITH 1/8 HIGH BLACK ENGRAVED LETTERING SET SCHEDULE FOR 6AM TO MIDNIGHT �,-i 302 I L N.C. 1 TC X ONR 2006 N REMODEL LIGHTING CONTROL KEYED NOTES EXTMAL 301 TORK MODEL #EW12ONC. 7 DAY DIGITAL TIME CLOCK WITH SKIP —A —DAY CONTACTOR O FEATURE IN A NEMA 1 ENCLOSURE. WITH ONE N.O. 20 AMP AND ONE (TYP) N.C. 10 AMP RATED CONTACTS GAP INC. 302 TORK MODEL #2001 PHOTOCELL. 120VAC RATED N.C. CONTACT. INSTALL CORPORATE ARCHITECTURE PHOTOCELL FACING NORTH AND AWAY FROM ANY LIGHTING SOURCE. 901 CHERRY AVENUE (SCENE 1) 303 BYPASS BUTTON. SET AT 2 HOURS. TORK MODEL #SSA200 SAN BRUNO�aCOAO 94066 304 RELAYS (wYITH 2 N.O. AND 2 N.C.) CONTACTS. G.E. MODEL #MCRAO22ATJ. STORE NO.: LOCATE CONTROL RELAYS IN 18 X 18" CONTACTOR ENCLOSURE 5359 (SCENE 1) LOCATION: SEQUENCE OF OPERATION PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY (SCENE 1) LIGHTS ON (10AM -9PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT TUKWILA, WA 98188 OPENS AND DE— ENERGIZES SCENE 1 CONTACTOR(S). CONTACTORS) NORMALLY CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. LIGHTS OFF ( 9PM -10AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT GAP PROJ. I.D.: 39437 CLOSES AND ENERGIZES SCENE 1 CONTACTOR(S). CONTACTOR(S) NORMALLY VERSION: 94/ 1 8/95 CLOSED CONTACTS OPEN AND DE— ENERGIZE LIGHTS. SCENE 2 - EMPLOYEE ARCHITECT: UGLRS TIMECLOCK (SCENE 2) UGHTS ON (8AM -11PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT OPENS AND DE— ENERGIZES SCENE 1 CONTACTOR(S). CONTACTOR(S) NORMALLY CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. Linane /brews LIG OFF (11PM -8AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT A r c h i t e c t s CLOSES AND CLOSED CONTACTS OPEN S CENE ND DE— ENERGIZE R� CONTACTOR(S) NORMALLY { 3500 Cn a s So�i� (SCENE 2) BYPASS BUTTON FOR SCENE 2 1 bi8SQ3895 Fax BYPASS BUTTON ENABLED: BYPASS BUTTON CLOSES AND ENERGIZES BYPASS RELAY R -1. RELAY R--1 NORMALLY CLOSED CONTACT OPENS AND DE- ENERGIZES SCENE 2 CONTACTOR. CONTACTOR(S) NORMALLY CLOSED N CONTACTS CLOSES AND ENERGIZES LIGHTS. Cam' SUNE 3 - SPECIALTY UGHTS TIMECLOCK UGHTS ON (8AM -11PM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT (SCENE 3) OPENS AND DE- ENERGIZES SCENE 3 CONTACTOR(S). CONTACTOR(S) NORMALLY CLOSED CONTACTS CLOSE AND ENERGIZE LIGHTS. 3346 LIGHTS OFF (11PM -8AM ADJUSTABLE): TIMECLOCK NORMALLY CLOSED CONTACT CLOSES AND ENERGIZES SCENE 3 CONTACTOR(S). CONTACTOR(S) NORMALLY CLOSED CONTACTS OPEN AND DE- ENERGIZE LIGHTS. Z.-CZ � J , (SCENE 3) ENE 4 - OUTSIDE LIGHTS 13M CLOCK • LIGHTS ON OR OFF (0101-MIDNIGHT ADJUSTABLE): CONSULTANT- LIGHTS OFF (HIGH AMBIENT UGHT OUTSIDE): TIMECLOCK NORMALLY OPEN _ CONTACT CLOSED. PHOTO CELL NORMALLY CLOSED CONTACT OPEN. SCENE 4 (SCENE 3) CONTACTOR(S) DE- ENERGIZED. CONTACTOR(S) NORMALLY OPEN CONTACTS OPEN Consul Engineers AND DE- ENERGIZE UGHTS. Energy Engineering UGHTS ON (LOW AMBIENT LIGHT OUTSIDE): TIMECLOCK NORMALLY OPEN CONTACT Associates. Inc. CLOSED. PHOTO CELL NORMALLY CLOSED CONTACT CLOSED SCENE 4 6615 Vaught Ranch Rd CONTACTOR(S) ENERGIZED. CONTACTORS) NORMALLY OPEN CONTACTS CLOSE Austin, Texas 78730 AND ENERGIZE UGHTS. (512) 744 -4400 LIGHTS ONE• ,(MIDNIGHT -GAM ADJUSTABLE); EFA Project # 2059550 TIMECLOCK NORMALLY OPEN CONTACT OPEN. SCENE 4 CONTACTOR(S) ISSUED FOR: DATE: DE- ENERGIZED. CONTACTOR(S) NORMALLY OPEN CONTACTS OPEN AND PERMI T/BID/LL: 12/16/05 DE- ENERGIZE LIGHTS. CONSTRUCTION: F r —, 4A - . (SCENE 4) _J N.O. 005 9 4ve LIGHTING CONTROL DIAGRAM REVISION: IA 0 • rA ff 4 -...MaA I SCA NOTTOS+CALE DRAWN. BY SJS ROC X8 NO.. SHEET TITLE: 3:,-" ELECTRICAL DETAILS SHEE NU VOER: �..� E4 1A 0 • rA ff 4 -...MaA r CASHWRAP GENERAL NOTES ONR 2006 1. CASHWRAPS ARE PROVIDED WITH RECEPTACLES PRE -WIRED REMODEL AND INSTALLED BY CASHWRAP MANUFACTURER. 2. ELECTRICAL CONTRACTOR SHALL. PROVIDE POWER. WIRING AND FINAL CONNECTIONS TO PRE - INSTALLED CASHWRAP RECEPTACLE WIRING WHIPS. CONNECT, TEST AND REPAIR ALL oap� DEVICES AS REQUIRED FOR A COMPLETE CODE - COMPLIANT SYSTEM. 3. COORDINATE AND CONFIRM LOCATIONS OF PRE -WIRED GAP INC. DEVICES AND CONDUIT STUB -UPS WITH G.C.. ARCHITECTURAL CORPORATE ARCHITECTURE DRAWINGS, AND CASHWRAP SHOP DRAWINGS. 901 CHERRY AVENUE 4. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT SAN BRUNO. CA 94065 SIZES. (650) 952 -4400 5. FINAL CONNECTIONS. HUBS AND WIRING FOR POS AND STORE NO.: 5359 TELEPHONE SYSTEMS ARE PROVIDED AND INSTALLED BY SPENCER ENGINEERING AND LUCENT TECHNOLOGY LOCATION: RESPECTIVELY. PARKWAY SUPERCENTER 6. FINAL CONNECTIONS AND WIRING FOR MUZAK SYSTEM ARE 17470 SOUTHCENTER PKWY PROVIDED AND INSTALLED BY MUZAK TUKWILA, WA 98188 CASHWRAP KEYED NOTES 204 ISOLATED GROUND QUADRAPLEX RECEPTACLE FOR POS EQUIPMENT POWER. PRE — INSTALLED BY CASHWRAP GAP PROD. I.D.: 39437 MANUFACTURER. VERSION- 08 /18/05 201 UGHT SWITCH FOR CASHWRAP SIGN. MOUNTED TO POWER ARCHITECT- POLE. PRE - INSTALLED BY CASHWRAP MANUFACTURER. 202 TELEPHONE OUTLET. SHOWN FOR REFERENCE ONLY. 203 DATMTEI.EPHONE OMM. SHOWN FOR REFERENCE ONLY. h c it e 204 JUNCTION BOX. PRE - INSTALLED AND WIRED TO LIGHT SWITCH A r / AND RECEPTACLE IN CASHWRAP MODULE. Arche c c t t s 3500 W_ Burbank Bhd. 205 r x 4' x 1-1/2 D J -BOX WITH SINGLE GANG MUD RING Burbank. CA 91305 FOR SOUND SYSTEM VOLUME CONTROL PRE - INSTALLED BY ) 818972-080 CASHWRAP MANUFACTURER. SHOWN FOR REFERENCE ONLY 818.848.3895 F 206 DELIVERY DOOR BUZZER AND BUZZER SYSTEM TRANSFORMER. INSTALL LOW VOLTAGE WIRING TO BUZZER IN MGR'S OFFICE AND PUSHBUTTON AT DELIVERY DOOR. REFER TO BUZZER SYSTEM DETAIL FOR ADDITIONAL REQUIREMENTS. a 207 ADT CONTROL PAD SYSTEM. ADT TO FURNISH AND INSTALL CABLE. CONTROL PAD AND FINAL CONNECTION. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING REQUIREMENTS. I owa Z-061106 i - Fla4�* * C* CON NT- Consulting Engineers Energy Engineering Associates. Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA Project #2059550 12/3 MC CABLE & CONNECTORS FOR 12OV. 10 UTILITY CIRCUIT (SEE DWG FOR QUANTITY) � VOLUME CONTROL wow TN 3 /ir FLEXIBLE COMM. CObIMUMCIIT oN. P.OS&/ n3 E. MARNG FUIRN WED AND INSTALLED BY GINNER„ PROYM TWO PULLNARES IN REGISTER POLE FOR FUTURE P.O.S./TELE. CABLING. REGISTER POLE SECTION 212 ISSUED FOR: DATE: PERMIT /BID/LL: 12/16/05 CONSTRUCTION: REVISION: SCALE: NOT TO SCN.E DeR.AVN BY- SJS / RBC SHEET TITLE: CASHWRAP DETAILS SHEET NUMBER: E4 -2A 0 I IV f 0 -..MaA 12/3 MC CABLE do CONNECTORS FOR 120V. 1 0 DEDICATED CIRCINT WITH ISOLATED GROUND. (SEE DWG FOR QUANTITY) r , - Vi � CONNECTED O � FIELD CONNECTED 203 FIELD ElO CONNECTED HUB LOCATION - 200 POWER - 200 FIELD CONNECTED O HUB L70N POWER v .. w 204 II i CPU II _ i CPU 201 -� "•` � I 201 ' (TO FACE CHASE FOR EMPLOYEE SIDE I INGENICO (TO FACE EMPLOYEE SIDE)l CHASE FOR 207 INGENICO 202 205 206 BUZZER. (1/2" REDUCED FLEX CONDUIT W/2 PULL STRING) - — — — DATA LINE. (3/4" REDUCED FLEX CONDUIT W/4 PULL STRING) - DATA LINE. (3/4" REDUCED FLEX CONDUIT W/4 PULL STRING) -r-r -- - DATA LINE. (1/2" REDUCED FLEX CONDUIT W/1 PULL STRING FOR INGENICO ) - — — - DATA UNE. (1/2" REDUCED FLEX CONDUIT W/1 PULL STRING FOR INGENICO ) - — — - PHONE LINE. (1/2" REDUCED FLEX CONDUIT WITH PULL STRING) -- - - PHONE LINE. (1/2" REDUCED FLEX CONDUIT WITH PULL STRING) - - -- POWER LINE (3/4" REDUCED FLEX CONDUIT W /3 -12GA. WIRE) -- POWER LINE (3/4" REDUCED FLEX CONDUIT W /3 -12GA. WIRE) -- POWER LINE. ISOLATED GROUND. (3/4" REDUCED FLEX CONDUIT W /4 -12GA. WIRE) POWER LINE. ISOLATED GROUND. (3/4" REDUCED FLEX CONDUIT W /4 -12GA. WIRE) - — - ADTWIRE / MUZZAC. (3/4" REDUCED FLEX CONDUIT W/2 PULL STRING) CASHWRAP PLAN I NOT TO SCALE ADT / MUZAK CASHWRAP PLAN NOT TO SCALE 200 203 • - _- - -_ -.- -1 204 � 200 - - - -- 200 - 200 200 CASHWRAP ELEVATION I N TO SCALE ADT 1 MUZAK CASHWRAP ELEVATION TO SCALE 204 Z LABEL ALL ENDS ° z o' LOW o v VOLTAGE r MUZAK O 30 T Sam 1 t 1/2' CONOIAf Y I O \ 03 ta MA BUZZER 3 a- an�m ` 1 1 2' CONDUIT I 1 I AND CONNECTOR AND CONNECTOR Pi , D1 ! 01 Pi S1 C2 � I J S1 C2 r i c21 ��_' C2 o FOR &llZER TRANSFORMER J1 — - -- - -i 3/4' CONDUIT AND CONNECTOR 1/2 COME 3/4' CONDUIT AND CONNECTOR C1 = BLACK WIRE AM GREEN WIRE AND WHITE WIRE (1222436) 4X4 J -BOX /(1222435) J-BOX COVER /(1067992)'IG OUTLET X 2 C1 = BLACK WIRE AND GREEN NITRE AND WHITE WIRE (1222436) 4X4 J -BOX /(12224m) J -BOX COVETt /(108T992)"MG" OURET X 2 C2 = ISOLATED GROUND BU(. GRN/VLLW (1199145) QUAD OUTLET COVER GREEN, 09FE, ®= DATA / TELEPHONE OUTLET C2 = ISOLAIM GROUND BILK„ GRN/YLLw (1199145) QUAD OUTLET COVER 8 DATA OUTLET LABELED ISOLATED GROUND GREEN. WHITE; LABELED ISOLATED GROUND = 4X4 J -BOX /6LANK COVER ® TELEPHONE OUTLET Jf = 4X4 J- BOX /BLJ M COVER ®- TELEP OUTLET S = 2X4 J- BOX /SMATCH /SWITCH DOVER L = LIGHT' NCH a Sf = 20 J -80X /SWITCH /SWITCH COVER L = LIGHT SWITCH O Of = 2X4 J -BOX P# = 2X4 J-00)( + QUADRUPL.EX RECEPTACLE 1f/ I90UITED GROUM Pf = 20 J-80X Q [>wDRUpLDC RECEPTACLE w/ ISOLATED GROUND CASHWRAP CABLE / CONDUIT LAYOUT INOT TO SCALE ADT / MUIZAK CASHWRAP / CONDUIT LAYOUT 1140T TO SCALE CASHWRAP GENERAL NOTES ONR 2006 1. CASHWRAPS ARE PROVIDED WITH RECEPTACLES PRE -WIRED REMODEL AND INSTALLED BY CASHWRAP MANUFACTURER. 2. ELECTRICAL CONTRACTOR SHALL. PROVIDE POWER. WIRING AND FINAL CONNECTIONS TO PRE - INSTALLED CASHWRAP RECEPTACLE WIRING WHIPS. CONNECT, TEST AND REPAIR ALL oap� DEVICES AS REQUIRED FOR A COMPLETE CODE - COMPLIANT SYSTEM. 3. COORDINATE AND CONFIRM LOCATIONS OF PRE -WIRED GAP INC. DEVICES AND CONDUIT STUB -UPS WITH G.C.. ARCHITECTURAL CORPORATE ARCHITECTURE DRAWINGS, AND CASHWRAP SHOP DRAWINGS. 901 CHERRY AVENUE 4. REFER TO CONDUIT RISER DIAGRAM FOR EMPTY CONDUIT SAN BRUNO. CA 94065 SIZES. (650) 952 -4400 5. FINAL CONNECTIONS. HUBS AND WIRING FOR POS AND STORE NO.: 5359 TELEPHONE SYSTEMS ARE PROVIDED AND INSTALLED BY SPENCER ENGINEERING AND LUCENT TECHNOLOGY LOCATION: RESPECTIVELY. PARKWAY SUPERCENTER 6. FINAL CONNECTIONS AND WIRING FOR MUZAK SYSTEM ARE 17470 SOUTHCENTER PKWY PROVIDED AND INSTALLED BY MUZAK TUKWILA, WA 98188 CASHWRAP KEYED NOTES 204 ISOLATED GROUND QUADRAPLEX RECEPTACLE FOR POS EQUIPMENT POWER. PRE — INSTALLED BY CASHWRAP GAP PROD. I.D.: 39437 MANUFACTURER. VERSION- 08 /18/05 201 UGHT SWITCH FOR CASHWRAP SIGN. MOUNTED TO POWER ARCHITECT- POLE. PRE - INSTALLED BY CASHWRAP MANUFACTURER. 202 TELEPHONE OUTLET. SHOWN FOR REFERENCE ONLY. 203 DATMTEI.EPHONE OMM. SHOWN FOR REFERENCE ONLY. h c it e 204 JUNCTION BOX. PRE - INSTALLED AND WIRED TO LIGHT SWITCH A r / AND RECEPTACLE IN CASHWRAP MODULE. Arche c c t t s 3500 W_ Burbank Bhd. 205 r x 4' x 1-1/2 D J -BOX WITH SINGLE GANG MUD RING Burbank. CA 91305 FOR SOUND SYSTEM VOLUME CONTROL PRE - INSTALLED BY ) 818972-080 CASHWRAP MANUFACTURER. SHOWN FOR REFERENCE ONLY 818.848.3895 F 206 DELIVERY DOOR BUZZER AND BUZZER SYSTEM TRANSFORMER. INSTALL LOW VOLTAGE WIRING TO BUZZER IN MGR'S OFFICE AND PUSHBUTTON AT DELIVERY DOOR. REFER TO BUZZER SYSTEM DETAIL FOR ADDITIONAL REQUIREMENTS. a 207 ADT CONTROL PAD SYSTEM. ADT TO FURNISH AND INSTALL CABLE. CONTROL PAD AND FINAL CONNECTION. SEE ARCHITECTURAL DRAWINGS FOR MOUNTING REQUIREMENTS. I owa Z-061106 i - Fla4�* * C* CON NT- Consulting Engineers Energy Engineering Associates. Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA Project #2059550 12/3 MC CABLE & CONNECTORS FOR 12OV. 10 UTILITY CIRCUIT (SEE DWG FOR QUANTITY) � VOLUME CONTROL wow TN 3 /ir FLEXIBLE COMM. CObIMUMCIIT oN. P.OS&/ n3 E. MARNG FUIRN WED AND INSTALLED BY GINNER„ PROYM TWO PULLNARES IN REGISTER POLE FOR FUTURE P.O.S./TELE. CABLING. REGISTER POLE SECTION 212 ISSUED FOR: DATE: PERMIT /BID/LL: 12/16/05 CONSTRUCTION: REVISION: SCALE: NOT TO SCN.E DeR.AVN BY- SJS / RBC SHEET TITLE: CASHWRAP DETAILS SHEET NUMBER: E4 -2A 0 I IV f 0 -..MaA 12/3 MC CABLE do CONNECTORS FOR 120V. 1 0 DEDICATED CIRCINT WITH ISOLATED GROUND. (SEE DWG FOR QUANTITY) r , - Vi r DIVISION 16 - ELECTRICAL. SECTION 16000 BASIC ELECTRICAL REQUIREMENTS A. NOTE 1 THE ABBREViATIONG.C. WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS AND SPECIFICATIONS. SHALL REFER TO THE GENERAL CONTRACTOR 2 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT. INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS. APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 16. 3 THE CONTRACTOR FOR THIS WORK !S REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DMSiONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTOR'S WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4 THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK AND THE WORK OF THIS SUBCONTRACTORS WORK TO COMPLY WITH THE G.C.'S SCHEDULE AND THE PROJECT COMPLETION DATE. 5 THIS CONTRACTOR SHALL VISiT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SMALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. B. GENERAL REQUIREMENTS 1 THIS CONTRACTOR SHAT PROVIDE ALL LABOR, MATERIALS. EQUIPMENT. SERVICES. TOOLS. TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS. AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD, POWER COMPANY. OWNER OR , THE G.C. SHALL BE PROVIDED BY THE ELECTRiCAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD. POWER COMPANY AND THE G.C.'S CONSTRUCTION MANAGER AS REQUIRED. 2 UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS. PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS TIIEREOF. SHALL. BE NEW. UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 3 THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED iN BOTH. ANY MATERIAL OR LABOR WHICH IS NETHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER. SHALL BE PROVIDED AS PART OF CONTRACT. 4 WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS NOTED OTHERWISE. 5 ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ABLE FOR OPERATING. SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT 6 THIS CONTRACTOR SHALL DO ALL CUTTING. CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY THE G.C.'S CONSTRUCTION MANAGER AND THE LANDLORD. PATCHING IS TO MATCH SURROUNDING SURFACES. 7 THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. C. CODES 1 ALL WORK SHALL BE PERFORMED iNN A NEAT AND PROFESSIONAL MANNER AND CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE. LANDLORD'S CRITERIA, THE STATE'S. COUNTY'S. CI Y'S AND LOCAL CODES AND ORDINANCES. SAFETY AND HEALTH CODES. NFPA CODES. ENERGY CODES, AND ALL OTHER APPLICABLE CODES AND REQUI REMENT& THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WiTH ALL APPLICABLE CODES. ORDINANCES. AND REGULATIONS. THiS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID. THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED. NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE OWNER TO THE CONTRACTOR. D. LICENSES. PERMITS. INSPECTIONS do FEES 1 THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS. INSPECTIONS, AND FEES REQUIRED OR REIATED TO hn. WORK. 2 FURNISH TO THE G.C.'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. E GUARANTEE 1 THiS CONTRACTOR SHALL GUARAiNIEE ALL MATERIALS AND WORK PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD. REPAIR OR REPLACE AT HIS OWN EXPENSE. ANY DEFECTIVE WORK. MATERIAL. OR EQUIPMENT WHRGy MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY THE G.C.'S CONSTRUCTION MANAGER /LNG MANAGER - EXTENDED WARRANTIES ARE SPECIFIED WITH INDIVIDUAL EQUIPMENT. F. RECORD DRAWINGS 1 THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A LOCATION OF JUNCTION BOXES AND RECEPTACLES B REVISIONS, ADDENDUMS. AND CHANGE ORDERS C SNGNFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS. APPROVED EQUIPMENT SUBSTITUTIONS. AND CONT'RACTOR'S COOR0+2ATiONN WITH OTHER TRADES. 2 AT COMPLETION OF PROJECT AND BEFORE FINIAL APPROVAL. THE CONTRACTOR SHALL MAKE ANY FINAL COtifRECT10NS TO DRAWINGS AM CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. ONE COPY OF DRAWINGS STAMPED SHALL BE PLACED "DO NOT REMOVE' IN THE AS-BUILT' DRAWING TUBE G. DISCREPANCIES IN DOCUMENTS 1 DRAWINGS (PLANS, SPECIFICATIONS. AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. WHERE DRAWINGS. EXISTING SITE CONDITIONS. SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE G.C. IN WRITING PRIOR TO SUBMITTAL OF BID. OTHERWISE. THE G.C.'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. 2 THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SCHEMATIC IN NATURE. THE G.C. SHALL HAVE THE RiGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. H. PHASING REQUIREMENTS 1 FOR ANY PHASED STORE CONSTRUCTION. THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH THE G.C.'S CONSTRUCTION MANAGER AND LANDLORD (IN WRITING) ONE WEEK PRIOR TO ANY SHUT DOWN OF THE POS. CASH REGISTERS. ELECTRICAL, TELEPHONE OR FIRE ALARM SYSTEMS. ADVISE THE G.C. AT TIME OF BID IF ANY CONFLICTS EXIST. I. DEMOLITION 1 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE G.C. COORDINATE WITH THE G.C. ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. J. SLEEVES 1 THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH R'S RESPECTIVE FLOOR. WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR. WHICH SHALL EXTEND 4" ABOVE THE FLOOR. 2 ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV' FOAM. 7 3M' FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3 SLEEVES IN BEARING AND MASONRY WALLS. FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS. THROUGH SUSPENDED CEILINGS. OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES SHALL BE NO 22 U.S.G GALVANIZED STEEL MINIMUM. K. HANGERS 1 HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON. WIRE. UNISTRUT. C- CLAMPS WITH RETAINING CUPS. CHANNELS. HANGER RODS, ETC., NECFSSARY FOR THE INSTALLATION OF WORK. 2 HANGERS SHALL BE FASTENED TO BUILDING STEEL. CONCRETE, OR MASONRY. BUT NOT TO OTHER CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE TOP OF THE BAR JOIST. HANGING FROM METAL DECK IS NOT PERMITTED. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT CONDUR. THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS. VALVES, JUNCTION BOXES. ACCESS DOORS. OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. END OF SECTION 16000 DIVISION 16 - ELECTRICAL SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS A SCOPE OF WORK 1 THiS CONTRACTOR SMALL FURNISH ALL LABOR. MATERIALS, EQUIPMENT. SERVICES. TOOLS. TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO. THE FURNISHING, INSTALLATION. COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS. AND AS REQUIRED BY JOB CONDITIONS. TO INCLUDE. BUT NOT BE LIMITED TO THE FOLLOWING: A ALL NECESSARY MATERALS REQUIRED TO COMPLETE THE SYSTEM INCLUDING. BUT NOT LIMITED TO. BRANCH CIRCUITS. JUNCTION BOXES. OUTLET BOXES, WIRING DEUCES. CONERPLATES, CONDUITS. ETC. B THE WIRING OF MECHANICAL EQUIPMENT AS OUTLINED ON THE BID SET DRAWINGS AND IN THE SPECIFICATIONS. WORK SHALL INCLUDE WIRING OF ALL STARTERS. DISCONNECTS. AND POWER WIRING OF MECHANICAL EQUIPMENT EXCEPT AS SPECIFICALLY NOTED OTHERWISE. C INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES. EQUIPMENT, ETC. REQUIRED FOR MOUNTING. D BRANCH CONDUIT'S. OUTLET BOXES, PULL WIRES. COVER PLATES, ETC. FOR TELEPHONE SYSTEM UNLESS SPECWICALLY NOTED OTHERWISE ON THE DRAWINGS. E SMOKE /FIRE ALARM WIRING. DEUCES AND CONDUIT, AS SiNOWN OR DESCRIBED ON DRAWINGS OR AS NECESSARY TO MEET LANDLORD. STATE, LOCAL. INSURANCE AND FIRE DEPARTMENT REQUIREMENTS F INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC /LIGHTING CONTROL PANEL ALSO. ANY ADDITIONAL CONDOR FOR WAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. 2 WORK NOT INCLUDED. THE FOLLOWING ITEMS OF ELECTRICAL. CONSTRUCTION ARE NOT INCLUDED IN THIS CONTRACT A 24 VOLT TEMPERATURE CONTROL WIRING UNLESS NOTED OTHERWISE. 8 TELEPHONE INSTRUMENTS AND NIRMIG UNLESS NOTED OTHERWISE. C DATA LAMES WIRING UNLESS NOTED OTHERWISE- 3 BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL. ECTURAL. f IRE PROTECTION AND MECHANICAL, PLANS. SHOP DRAWINGS TWO SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEVENS OF THE ELECTRICAL SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AWED 11's TEIRFERENCES AND CONFRONTATiON& 1 THIS CONTRACTOR SNAIL FURNISH AND INSTALL ALL CONDUITS SERVING ALL EQUP031T. RCLUDING BUT NOT LRATED 70. LIGHTING. RECEPTACILM HEATING. AIR CON0171INA40, TELEPHTOW, L?ATA AND ELECTRICAL EQIUPMEM 2 ALL CONDUITS SHALL BE GALVANIZED IMC OR EMT UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ON DRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT CONNECTORS SHALL BE STEEL COMPRESSION OR SET SCREW TYPE. 3 MINIMUM SiZE OF CONDUIT SHALL BE 1/2" (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE OFFICIALS) AND 3/4' FOR ALL IN /UNDER FLOOR CONDUIT. 4 SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND LOCAL CODES. 5 GENERALLY. ALL CONDUIT SWILL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY THE G.C.'S CONSTRUCTION MANAGER. PAINTING OF CONDUITS. NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY THE G.C.. 6 FLEXIBLE METAL CONDUIT OR MC TYPE CABLE A FLEXIBLE CONDUIT OR MC TYPE CABLE SHALL BE USED FOR THE FOLLOWING APPLICATIONS ONLY: 1 INTER - CONNECTIONS BETWEEN ALL LIGHT FIXTURES (NOT TO INCLUDE HOMERUN FROM FIXTURE OR DEVICE TO PANEL80ARD. WHICH MUST BE EMT OR IMC. 2 FINAL CONNECTIONS WHERE EMT OR IMC CONDUIT IS NOT PRACTICAL 3 IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES AND WAG CONTROL EQUIPMENT) B FLEXIBLE METAL CONDUIT OR MC TYPE CABLE MUST BE THE SAME SIZE AS THE IMC OR EMT CONDUIT TO WHICH IT IS CONNECTED. BOTH THE FLEXIBLE METAL CONDUIT AND ITS FITTINGS ARE TO BE LISTED FOR GROUNDING. A GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED. ALL CONNECTORS ARE TO BE OF A NEMA APPROVED TYPE. C THE USE OF ROMEX, BX. ETC IS NOT PERMITTED. 7 PROVIDE PULL-WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE ON DRAWINGS. 8 HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIRED TO ALLOW PROPER SERVICE ACCESS AND OTHER TRADES WORK. CONDUIT MUST BE TRAPEZOID TO ALLOW 3 FEET MINIMUM CLEARANCE ABOVE CEILING. 9 ALL CONDUITS MUST BE SIZED PER NEC AND LOCAL CODES. C. OUTLET BOXES 1 ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS. CONCEALED BOXES SHALL NOT BE LESS THAN 4 SQUARE AND 1-1/2 DEEP. WITH PLASTER RINGS. 2 ALL KNOCKOUT BOXES. UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. 3 INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS. CEILINGS. WALLS ETC. ALL OUTLET BOXES TO BE PROVIDED WITH CADDY 'QUICK -MOUNT BOX SUPPORT' TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING /UNPLUGGING INTO THESE DEVICES. 4 UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL ELECTRICAL CODE. HANDICAP CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE AS FOLLOWS: A SWITCH HEIGHT 48 FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. B CONVENIENCE OUTLETS: SALES do NON - SATES: 18" FROM FINISHED FLOOR TO CENTERLINE OF OUTLET C TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. D. JUNCTION AND PULL BOXES 1 THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODE. 2 ALL PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE. 3 INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE AND SUPPORTED INDEPENDENT OF THE CONDUIT SYSTEM. 4 ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHOULD BE IN LOCATIONS NEAR ACCESS FRAMES USED FOR DWFUSERS AND RETURN AIR GRILLES AIR ACCESS PANELS AS LOCATED ON PLANS. 5 JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE ON COMER. E. WIRING 1 CONDUCTORS FOR FEEDERS AND BRACH CIRCUITS SHAT BE COPPER AND THE AWG SIZE AND TYPE AS SHOWN ON DRAWINGS. THE CONDUCTORS SHALL BE 600 VOLT INSULATION, TYPE THW. THWN OR THHN. 2 MINIMUM WIRE SIZE - 20 AMP BRANCH CIRCUITS SHALL BE 112 AWG UNLESS OTHERWISE NOTED ON DRAWINGS OR REQUIRED BY NEC. 3 ON ALL 20 AMP BRANCH CIRCUITS. CONDUCTORS LARGER THAN 110 AWG SHALL BE REDUCED TO #10 AWG WITHIN 10 FEET OF PANELBOiARD AND DEUCE IN JUNCTION BOXES ON RATED TERMINAL STRIPS. 4 CONDUCTORS MAY BE STRANDED FOR SiZ M #10 AWG AND LARGER. CONDUCTORS SIZE #12 SHALL BE SOLID (NOT STRANDED). 5 ALUMINUM CONDUCTORS ARE NOT PERMITTED. 6 ALL WOU NG SHALL BE IN CONDOR. UNLESS SPECIFICALLY NOTED OTHERWISE (1E LOW VOLTAGE PLENUM RATED Wi RE). 7 THE USE OF SHARED NEUTRALS NS ALLOWED FOR LIGHTING CIRCUITS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL. CODE AND LOCO.. CODES. 8 THE USE OF ROMEX BX, ETC IS NOT PERMITTED. 9 WARE CONNECTORS SHALL ''SCOTCH LOCK FOR #8 AW1G WIRE AND SMALLER AND SHALL BE T & 8 1L0CKTOW FOR 16 AW C AND LARGER 10 ALL WIRING TO BE COLOR -COOED AS FOLLOWS: 120/206 VOLT SVSTE1f NEUTRAL: WA#TE PHASE A OR L1: BLACK PHASE 8 OR 1.2: RED PHASE C OR L3 BLUE GROUND: GREEN MATO GROUND. GREEN W/ YELLOW TRAM F. WIRING DEVICES 1 THIS CONTRACTOR SWILL FURNISH AND INSTALL SWITCHES AND RECEPTACLES. UNLESS NOTED OTHERWISE, AS NECESSARY FOR A COMPLETE INSTALLATION. COLOR OF DEVICES AND PLATES SHALL BE AS NOTED ON DRAWINGS THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED BY ARROW -WART, GENERAL ELECTRIC OR PASS do SEYMOUR. SINGLE POLE SWITCHES: 20AMP THREE WAY SWITCHES: 20AMP - DUPLEX RECEPTACLES: 20ALIP - iSOLATED GROUND RECEPTACLES: GROUND FAULT CIRCUIT INTERRUI _ GF5352" - 120 -277V: HUBBELL 'HBL -1221" 120 -277V: HUBBELL "HBL -1223' 125V: HUBBELL. 0 5362' 20AMP - 125V: HUBBELL 'IG5362' YTiNG RECEPTACLES: 20AMP - 125V: HUBBELL 2 ALL DEVICE COVERPLATES SHALL BE PASS AND SEYMOUR SERIES "RP" BY EAGLE ELECTRIC MFG.CO.. G. GROUNDING 1 ALL CONDUIT. INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDED WITH A GREEN GROUNDING CONDUCTOR. 2 ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL -TO- METAL. CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EiTHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. 3 ALL ENCLOSURES AND NON- CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED CONDUIT SYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCKNUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES WHERE ENCLOSURES AND NON- CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT SYSTEM. USE BONDING JUMPERS WITH APPROVED CLAMPS. ALL GROUND CLAMPS SHALL BE 'PENN - UNION' "GPL" TYPE. H. LIGHTING FIXTURES do LAMPS 1 WHERE FLUORESCENT FIXTURES ARE SPECIFIED. THEY SHALL BE PROVIDED WITH HIGH POWER FACTOR RAPID START BALLASTS, U.L LISTED, C.B.M CERTIFIED. AND E.T.L APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH `THE ENERGY POLICY ACT OF 1992' AND ITS AMENDMENTS AS A MINIMUM. 2 THIS CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORT STEEL HANGER WIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE FASTENED TO THE BUILDING STRUCTURE (MINIMUM TWO PER FIGURE) FOR ALL FIXTURES IN LAY - IN CEILINGS AND OTHER FIXTURES AS REQUIRED BY THE LANDLORD AND LOCAL CODE OFFICIALS. FIXTURES TO FIT TIGHT AGAINST CEILING CONSTRUCTION TO ELIMINATE LIGHT LEAKS. 3 FURNISH AND INSTALL APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE AS REQUIRED TO AVOID CONFLICTS. 4 THIS CONTRACTOR SHALL FURNISH AND INSTALL SPLAY WIRING (GUY WIRING) AND SEISMIC BRACING FOR ALL FIXTURES AND EQUIPMENT AS REQUIRED BY STATE AND LOCAL CODES. 5 SURFACE AND STEM MOUNTED FIXTURES TO BE HUNG FROM BOXES SECURELY FIXED TO THE STRUCTURE. USE CANOPY TO COVER MOUNTING HARDWARE. L TELEPHONE DATA AND COMPUTER WIRING 1 FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS. OUTLET BOXES AND PULL MARES AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS. CONDUCTORS. INSTRUMENTS. MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE PROVIDED AND INSTALLED BY THE OWNER. 2 OUTLET BOXES TO BE 4' SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 3 ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. J. TESTS AND ADJUSTMENTS 1 ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MAC ALL SPLICES COMPLETE, ALL FUSES IN PLACE. AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITS FINAL DESTINATION. AND ALL COVERS AND PLATES INSTALLED PRIOR TO THE TIME OF FINAL INSPECTION BY THE G.C.'S CONSTRUCTION MANAGER. 2 UPON COMPLETION OF THE WORK. ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. 3 ALL OVERLOAD DEVICES. INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS. SHALL BE SET AND ADJUSTED TO SUIT THE LOAD CONDITIONS. 4 TEST AND MAKE CORRECTIONS /ADJUSTMENTS FOR PHiAASE SALMNCING. 5 THIS CONTRACTOR IS TO BALANCE THE VOLTAGE LEAVING THE STEP - DOWN TRANSFORMER TO PROVIDE A SECONDARY VOLTAGE OF 120 MINIMUM TO 125 VOLTS MA)OMUM By ADJUSTING THE TRANSFORMER TAPS ONCE ALL THE FINAL CONNECTIONS HAVE BEEN MADE TO THE LOW VOLTAGE PANELBOARD. PROVIDE FINAL BALANCE REPORT TO THE G.C. CONSTRUCTION MANAGER AT TIME OF PUNCH -OUT. K. CLEANING 1 AT THE END OF THE PROTECT. THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT. INCLUDING LIGHT FIXTURES, TO THE SATiSFAICTION OF THE G.C. ALL DUST. DIRT. DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. END OF SECTION 16050 ONR 2006 REMODEL @RP) mmww GAP INC. CORPORATE ARCHITECTURE 901 CHERRY AVENUE SAN BRUNO. CA 94066 (650) 952 -4400 STORE NO.: 5359 LOCATION: PARKWAY SUPERCENTER 17470 SOUTHCENTER PKWY TUKWILA, WA 98188 GAP PROJ. I.D.: 39437 VERSION: 08 /18/05 ARCHITECT: Linane /Drews A r c h it e c t s f 35500 W. Burbank BML Burbar k. CA 91505 818_W250B0 j 0 818.8483M Fax / & OAFS •O6 �OTi CONSULTANT: O � Consulting Engineers Energy Engineering Associates, Inc. 6615 Vaught Ranch Rd Austin. Texas 78730 (512) 744 -4400 EEA X1 0 2059550 ISSUED FOR: DATE: PERMIT /BID/LL- 12/16/05 CONSTRUCTION: SC NOSCALE DRAWN BY: SJS I R13C JOB NO.: SHEET TITLE: ELECTRICAL SPECIFICATIONS lik SHEET - NUMBER: - E5 -OA 6 6 _..4A