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HomeMy WebLinkAboutPermit D01-352 - SOUTHCENTER MALL - CASUAL CORNER / PETITE SOPHISTICATESDO1-352 CASUAL W ILL Q. CORNER/PETITE SOPHISTICATES 327 SOUTHCENTER =€ MALL City of lukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 2623049004 Permit Number: D01 -352 Address: 327 SOUTHCENTER MALL TUKW Issue Date: 01/07/2002 Suite No: Permit Expires On: 07/06/2002 Tenant: Name: CASUAL CORNER/PETITE SOPHISTICATES Address: 327/331 SOUTCHENTER MALL, TUKWILA, WA Owner: Name: SOUTHCENTER JOINT VENTURE Address: ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD Contact Person: Name: EXPRESS PERMITS CIO MARY ANN Address: 1327 POST AVENUE, STE. H, TORRANCE, CA Contractor: Name: ARLINGTON CONSTRUCTION INC Address: 519 E 11TH AVENUE, COLUMBUS, OH Contractor License No: ARLINCI013BH DESCRIPTION OF WORK: DEMOLISHING EXISTING INTERIOR WALLS AND STRUCTURESREPLACING WITH NON - BEARING WALLS, CASH WRAP, SHELVING AND FITTING ROOMS. WATER CLOSETS WILL BE RETROFITTED TO MEET ADA COMPLIANCE. TRACK LIGHTING REPLACED WITH REFLECTED CEILING. GLAZING AND SIGNAGE REMODEL TO ACCOMMODATE NEW OWNERS. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm $89,750.00 SPRINKLERS /AFA an Start Time: Private: N Private: N ** Continued Next Page ** 001 -352 Phone: Phone: 310 328 -6300 Phone: 614 299 -2990 Expiration Date: 06/01/2002 Fees Collected: $1,528.69 Uniform Building Code Edition: 1997 Occupancy per UBC: 0023 Size (Inches): 0 End Time: Public: N Public: N Printed: 01 -07 -2002 W ar -J 6 00 J H u- w g J j I w Z I— O Z I— U � O 5 ; 0 I- w w 2 I— � U. O w Z U H � . O z Permit Center Authorized Signature: Name: doc: Devperm City of 'Tukwila R A7 fI «EiU D01 -352 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: / � g � /l� Date: 1/7/09 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. ,. n r .:,. r:..;.,:,. x::su,:r.. er.�1,.3'+v.'«',r. ::. cup:.: cirY.:;. in F: �rx1. l� . "• +..:a a- ,.�.�.. Printed: 01 -07 -2002 Hi ct w 6 D J U W =l U U- lm 0 u. D. d w . Z F F— 0 ZF— LU w 0 0 U 0 F--` W . L I o , Z `, N F X 0 c Parcel No.: 2623049004 Permit Number: D01 -352 Address: 327 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 10/26/2001 Tenant: CASUAL CORNER/PETITE SOPHISTICATES Issue Date: 01/07/2002 1: The plans were reviewed by 511. If you have any questions, please call the Tukwila Fire Prevention Bureau at (206)575 -4407. 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 4: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 - 4722). 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 9: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 10: All mechanical work shall be under separate permit issued by the City of Tukwila. 11: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1 1) 15: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 16: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 17: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 18: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS D01 -352 Printed: 01 -07 -2002 ▪ z 6 J0 O 0 to o W = J w 0 u. CO = a . I— al z � I- 0 Z w U ' O N O H w w • U F-_ LL„ 0 .. z. W • = O ~ z years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 19: Maintain fire extinguisher coverage throughout. 20: No point in an unsprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.1) 21: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 22: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 23: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 24: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 25: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 26: When two or more exits from a story are required and when two or more exits from a room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 27: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 28: Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 29: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 30: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 31: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 32: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D01 -352 tu,v,,trt L t'tdYSS,`t YJ 7'i Printed: 01 -07 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 34: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 35: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 36: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.4.2) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 38: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 39: An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) 40: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 41: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 42: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 43: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 44: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) 45: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). 46: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 47: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 48: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Conditions D01 -352 Printed: 01 -07 -2002 z _ . H W n U4 JU 00 . rn � -3 _ t- w0 0} J u- I Cl/ 1— w Z F- 0 w U 0 O — O H W W H • O iw Z U = 0i- Z C Signature: Print Name: doc: Conditions City of Iukwila - 4RAn AuF/u D01 -352 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: Printed: 01 -07 -2002 J U' U ' W=` • u; W }}: J LL. •'. N a: H- _ ;. Z � 1-O Z iF- W W D pi :C3 w. H = .O ~ 7 ' , •Z Proj t Name/Ten nt: Gi- a-�-�- try p c I _-C�S 4 _ , , ,' r-) _� Value of Construction: , . / r Ad res C• to /Z ip: ,.#. A,d su_v___ , 11�.tit,jt � , Th x. e S ;�1 - Tax Parcel Number: opeyty Owger• -- 0hwje qa . SS 1,,,,,,,,,,A...13- Phone .1 v 3 Zc� X 300 " City State /Zip: �- S�� c��rrcire_e, c_f1 9O ( Fax #:. 5 2 --3 (3 3 3 ( O Contractor: Building Square Feet: existing Phone: Street Address: City State /Zip: Fax #: Architq�t V 7Y W, / 1 C d � C n A kim 120.41i4-1,,, Phone: v 3 2 (, 3 U .. -o Street Address: ( City State/Zip: i , 1 — 1 105 ' L - k 'Ib1ra t o Me_c . Fax #: r, 6 I 3Z6 Engineer: /1 n P �G L� / C �v E �/i -0 % A ilovt, Ph one: 3 7 2C 3o U / St eet ct ss A: Cit Stat Zp: s'��- p65_,. / . tea-- fiii___. H Rrai, , 7t y/ Iv i / , . Fax #: jI o .��0pc ) 336 Contact Person: ,t- ( o Phone i 0 3d ff 9 3& i' 6ry x St Add 2 C ity State /Zip: / - f . I S. N 761-7-417u- � .�1 yo...S Fax #: � 3 3 3c„,, / 2f a .� Description of work to be /done• ,,/ - , . / r Existing use: ,/Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church El Manufacturing El Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel ❑ Office ❑ Other ❑ Church ❑ Manufacturing ❑ School /College /University Will there be a change of use? CI yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) 1 4 0 / 0 3 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUK" *'ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE:FOLLOWIN (Additional reviews may be determined by the Public Works Department) , . ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 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. Date application accepted: /0-.261•01 Date application expires: yid -d.Z. Application taken , y: (initials) PLEASE,SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1 /29/97 BUILDING OWNER OR AUTHO f AGEN . • Signature YAM /, / -,q-_ l/l�I ' j 4..L! Date: /d / a, .21,c7 / r / ��S P r ut (l- t > � � .1 � � Print name: ' �tSv�'4 , /� 6Kh , /lr , Ii'Ivt �� �� one: 3/03246 .?6:7-0 0 � Fa #a" /U � 2 16 Address - l3�- /91,e S ` /� City /State /Zi .rrai e,& C.fi lost . p oi5 , ALL COMMERCIAUMULTI-FMVY TENANT IMPROVEMENT /AL lel ATION PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOL WING: A,1,1 DRAWINGS T9 BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, - STRIPetUR'AL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITT D ❑ a Complete Legal Description J ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ROI Site Plan (including existing fire hydrant location (s) 9 s Y () 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). in Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. 7( ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ K / Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of 'water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance . or other 171 land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered . architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS) -FH STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 :■t 'is Payment ikt r i m - r , ^ . . t _ 'r.— �z.;.• •� ..,r.e:T ' l -rS, !.t .�,. –;r..a LEi �, 7a: ,�,'�"! _.� } ' { . ?y :� =:e vfT•. ;• `�1a t .,.T ... r'M t ...,.;:�..,�.... • ,if'ft.,t, .*.t- �' '�< i y ,.7s l i tr4 `t±r}yj , �r..J _ii.:Hi - - ` fr . �'+..:V; e r r � Qf" =.� y.H".w7j,{, yJ �'. ��_.tt3, • „� v.t: V u ,yr, ' % . ' •' {i •'” . rr • i!' . � at : :L�.. 'Y 3 6`i, �' d i�( ^t • a . ��i, f' �-.5 t'. . �. t. � �i s .et � * *: >; * *A• *• * ** * * **A. o 1,-**14. • * * * * * ** ► * : *** * **>~4 •* *�>k **** i>k CITY OF TUKWILA, Reprinted : 10/26101 n:41. ',TRANSMIT ik' s+ tk*_ ik************* x**,* * * ** * * *ak*' *, * *, * * * * * *�A• * *>4x d * * * * *�.• * * *. * * ** TRANSMIT Number R0101375 Amount: 600.44 10/26/01 1640 :0:e,yment Method :. CHECK Notation: EXPRESS PERMITS In i t : SKS Permit No: DO1 -352 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 262304 -9004 ite Address: 327 SOUTHCENTER MALL Total Fees:. 1,528.69 600.44 Total. ALL Pmts: 600.44 Balance: 928.25 * *• **** * ***A * ** * * * * * ** ** * * * ** ** * *A * * * * * * *A * * *** ** * * * * ** * * ** * * **-* ccount Code Description Amount 000/.345.830 PLAN CHECK NONRES 600.44 ,,759 JO/29.9116, TOTAL 600.44 f..i 'iili;.�1i , �ti i; f:a9' s�f- }.....' !,•j o.:lj Pi City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049004 Permit Number: D01 -352 Address: 327 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/26/2001 Applicant: CASUAL CORNER/PETITE SOPHISTICATES Issue Date: Receipt No.: R020000024 Payment Amount: 928.25 Initials: SKS Payment Date: 01/07/2002 01:31 PM User ID: 1165 Balance: $0.00 Payee: ARLINGTON CONSTRUCTION INC TRANSACTION LIST: doc: Receipt Amount Type Method Description Payment Check 27571 928.25 ACCOUNT ITEM LIST: Current Pmts Description Account Code BUILDING NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 923.75 4.50 Total: 928.25 2403 01/08 9716 TOTAL 928.25 Printed: 01 -07 -2002 : 6 te: i" �r' a�tiv<` ir:. r. i. n�!l �iti. 5(:' nti. Sr 7 ,};+x;5!!'���;_'xYfn "�iu�.i3hriC xFV�niliiaa;r:JS'•`fi:ti �.lu. ti %vik'1::`:. Gi,1;;'fr'a�i ( / COY I/1C K' TypeAlnspectiop: / 1k? 6 / Address: 3 SC. A--t. a i I Date alled: ,... Special instructions: Date wanted: xi __ 30 _0 a.m. Reque i / / / / D , nic Phone: ik — g 2 "•:.•-••••.-:' • ' ir I ! , INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206)431-3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: trt444 CO wl I 0k 4 T Inspectorr Date: 41_ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: =777%! • • t • • ...1E• r * VP 4, •''I`i'A.,..- A77:Re :Pro.iect Name C41)\ Address V1 ',5, C.1 CY■11 X Retain current inspection schedule Needs shift inspection >< Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature City of Tukwila Fire Department P TUkWILA FINAL PI A? E DEPARTMENT ROVAL FORM John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. Z4 - SSZ- T.F.D. Form F.P. 85 Suite # o? Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 la 4.i.... z < . LIJ —.I 0 00 co 0 UJ W I — J CO Li. uj 0 w Z I— 0 Z I— LL' Ili • n 0 O — C3 I— • uj • 4: o 1— z pode i Cc e f'' Type o f Inspect` n: T- 1 r, -t 1 A r i M C d I Dtte {call so M o a Special instructions: 1� e l q `-` t CI:Uo (l� titl_ Date ∎Nand: _ ( (� a.m. t ~ 1 .( �I p.m. Requi i 1 Phone. dog - �L ( 1 I.,99 4. i7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Approved per applicable codes. .N Corrections required prior to approval. COMMENTS: 1 _ _/ (� 1= )pctrAr... t Ti snrs a p 1'. ! . P$19 Peril 2.) p c 4 ' + +- a+ CG Y {tQ 100r .) Ft rr GA e_ d rtc I red r0rn, Corr O L Stor k Inspector: Q 9 Date: nYa 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , �Y(4'rc , r'H''4'�Y� -�.t " Y+�.:ssfb:2:r;�f �r��.cti.�w'��. C t.. �•�•,� �.:.};� . y .:..% ` J: ,4:Tzx`,�sta.�:;:.i���:`.�5 %'. ": t:::.:!�ii, �:.�ii:.,.5f�.a s4 a...l,'h.�"' t ry'• `I': ti: ;'� �' : ..'r;,?'.� _.:�7� i:. y `� Y- u4' i..Y '��• ,,.:.v:; ti �1'k'4�' 't��i;�iaK�;iiitr�.w ?ia��:i•;! W . 00 U) W W = H A w g W ? N d H = Z � Z 0 U � ON 0 I— W W H � . 0 .. Z w U Z e Pr Ject: /f 6 244m 00 )- i l r Ty of I pection: A g ig.w#0 4, /in Date called: b gi 2._ Sp diall iinstructions: � 6.- l Date wanted:' Q 71 0 :. `a p.m: - Requester Phore/4'. 3...562 I INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 K Approved per applicable codes. $47.00 REINSPECT! at 6300 Southcenter .ck-01K� �i�,�r.id =7 �h��. {�,.tia.� _ �' {' t;.�iE .^w INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required'prio' -to approva N FEE REQUIRE. Prior to inspection, fee must be paid lvd., Suite 100. tall to schedule reinspection. Receipt No: Date: z re W 00 w W J W O. u a co Id I— W z H ZI- W uj O f- W W. I- U. W — O, ui z 0 z • r oig: 42...00 ) 6 1 6247 Typeivf Inspection; r ss. ....s..c‘ Date cal e • lif Special instructions: Date wanted: tit 0,2 r Request i ( 1,4)4 Ph 5 4( INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 at 6300 Southcenter Blvd., ite 100. Call to chedule reinspection. (206)431-3670 r 5Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • 7 02 g "row/ 7.00 REINSPECTION FEE EQUIRED. Prior inspection, fee must be paid Receipt No: Date: ' qi.fX42e•'''''N4 Ci a.("ea.P �.,,t/ 49, -- TYPe o : r � 4 ress: - T cf. Mall Date call Spe idl instructions: Date wanted: ` a.m. /D . Reques � wil Phon oc \ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: �^ ;T^r- f � Inspect Date 0 .00 REINSPECTIO FEE REQUIRED. Pri r to inspection, fee must be paid at 6300 Southcenter B) ., Suite 100. Call to schedule reinspection. Receipt No: Date: i1 �,4.. :sa'eC�r xt ;J:xiyir'y ;i..taxJi'X iii;'. `u �1v`uF1a &i 'i. L LKI 1[74&4 xkk 1 do b+iP, z •Iz QQ g JU U O co 0 • CO u_ ul • • J j co d : I -- Z � ZO • W 0 01— = W` F - tL — tii Z • • = •0 H . z COMMENTS: ph it 3 (22 .<42401./v6 - igfp‘tiwb iv), ,Al2(.3 -..s Type 4.1nspection: ' Address: • . ' 2 7 , J;)q y /;-_ ‘ (--- .- .v 4:14 i.-104.7e2 .Zir/rfev- ...snt6 A,, 4,44 /7 ...spe 2/ /Is 7 b og .6 z.J; /d CAI( /7 ridwiu -4 7 .jp#9 // i ..5 e.. ) Date wanted. (S.rn . . Requester ., , 4- c„5-4, .- Propct: • r .-.. yz • Type 4.1nspection: ' Address: • . ' 2 7 , J;)q y /;-_ ‘ 2/4/7' Date called: Special instructions: ,. . • (7) n) Date wanted. (S.rn . . Requester ., , 4- c„5-4, Phone: 006 ) 40 P'6 — INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit A.1,1 /e44 (206)431-3670 Corrections required prior to approval. Date: -o 7.00 REINSPECTIO FEE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Slvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1;144/0ift41.4.4.A.,64 P ect: L am" " `a-Q Cif -: " Type of Inspcction: ` f-. le '( . e r ik, ijo Date called: Special instructions: AS Date want" : . a.r ..1 s er:' {{ .� 1' ' Pr : ' ) ( ' :0 : ? - 1 (9-7 ite • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ct ~ I f 01-4, 47.00 REINSPECTIO FEE REQUIRED. Priofto inspection, fee must be paid at 6300 Southcenter BI d., Suite 100. Call to chedule reinspection. Receipt No: Date: Date: a n INSPECTION RECORD' Retain a copy with permi Corrections required prior to approval :, (206)431 -3670 414U∎ilsit €"at" y Saflakkt t COMMENTS. G e)., Type of Inspection: r r i.,.) El r,rA( op no tia ( 0CC ` t ) ( 4 0 ■ (A c r v vt `�- Special instructions: c- C� � 1 t 'Pr �rn°s'Vf)Ur I' ° 5 Requester: nu '3 �; � P vA/ ( 5 ) C \pA Pui i ('7a r\- 4147 `� 1-h 2 r(/ 0 -c -frve. Lt.) . i S191 Outer 4 rn,A to& i -1- (.6, -, vvrA t ir, - l., Ave IA ? (ILIA r \s r) PT - 0 i---- --Vo S4064_ 0 A \ i Proj L G6Uct COY V1'Ple" Type of Inspection: r r Address: —� S.C. / ` t Date called: - 1.3-02 . Special instructions: Date wanted: /� (a.m_ ? f LXU?- p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Inspector: 4- t INSPECTION RECORD Retain a copy with permit • PERMIT NO. (206)431 -3670 `Corrections required prior to approval. Date: 3 C3' O 2 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite W0. Call to schedule reinspection. Receipt No: Date: .'P• {�':vw:..:k�'.r'Y fs .y , . Ft. .t. • a'ki�liia e7,4'«t.12.f t,k'.it 's':tiizlir� 'sihltt 1cht 'e 5 �i:'l ;k ivy r<iLg'' s= avZ<e .rx'stt4 ?,ir.:i +N'??:3t.::. :t;} Nri..',v4:4:k. Pro' ct: S1/41 ( f,' Type of Ins ec.tioo: �•v i se 9 n /b9z ,/ /. ,Z A dress: S ,'r / / Date called: .2 _ 14/ 02.- ..-... Special instructions: Date wanted: 2 --- / 5 — D Z - a.m p.m. Requester: 6 -7 Phone: INSPECTION NO. CITY OF TUKWILA BUILDING.DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: -. E_ 7"0 ate' . P h 200yei 1 21/ (206)431 -3670 Corrections required prior to approval. tor: 9 i47.00 REINSPECTIONIE REQUIRES. Prior to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: Pry •ct: + _ * -- Y .11 - 1 Type of Inspection: ( ).__ • a' - `1.n► Ad ress:,� S. c, via Date calle•: • 3- 13 Special instructions: Date wanted: t - r Li a.m. p.m. Request Phone: al 0 (e a- x- 1-4 — 1 i 24 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter' #100; Tukwila; WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTSI P p1atoz_ - 2- I• Date: 3 1`1--02 e tor: /0%-et,J 47.00 REINSPECT N FEE REQUIRE !P rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • crr.: a' N +. ' t @A4 71∎i:44 4, ''iJ�;�.:d % >. '< P 6 ect: 4 ir 12.41t Typ- of Ins•ection: AIL. . . .......e..4. ao 4.8 Address: al tC . fruoi Dat called/ , ,..4 g102. • Special instructions: Date w a n t Request 1 Ph9ne: A kleocel ii 208' . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 R Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter llvd., Suite 100. Call to schedule reinspection. Receipt No: Dale: Date: .iii7.4.! Pac, C S C f CtAVI)Z_ Ty a of Inspection: Address: <> • 0 . inca.--( D ate called: Special instructions: Date wanted: — a.m. Requ t 1 { 1p.m. � Phone: ao 4, A<Y6-1) - IN SPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. ' }-mot. Ph4.,3p CD c . kA (- 0 10 ---.A 'n mAr Q rD (> A 01 r' COMMENTS: Inspec •r: 47.00 REINSPECT! Q E REQUIRED. Pri at 6300 Southcenter Blvd., Suite 100. Call t Receipt No: (r to inspection, fee must be paid schedule reinspection. Date: 'i7.1a %."i9 rr:.s- .ty,.�: . cUtb n n: n.i C�A` o�C :t�`�::t�`.FtaCaU:Y!atilitSit v " 5hi!:acti�.{nt[uaii:� S' i% �il�. �..+.'. ?ca, ta,•tAa..t.,..,t,.:c:..r.�,r. re"i`n.�iJrr f:�aww�p i;,tiS�rt3''.ky�irh�:�% � ti ... r+ 3�Rel' 4.' i�R4it( nit. �.` 3 , f5�i!; i�J 'viYrr`.q.:s',u;rtt:i�i.isini:; i�i�t;�t+.ltkwr.��9'i:}4 „q;rc 11���+���i� r.�, .:0�:t COMMENTS: Type of Inspection: t— R C Mivr /63 CO P i QG S e � v • ' �', .e. <2, - \- C.... 2 C T' G' , ° .. • '• 1 2) Special instructions: (ao 1 0 `. ` C�. e 1- . i.` I i 6 P, LI U 1 A C.--"e 1,-.2:r),,e-Q a 0--r- Sr ,T (_:.Q.d.....sz.,( r v:ro pc.K.ial 4.1 eo,( e 0) c Is ( P ject:. LA � cTt trvr.A.„ Type of Inspection: t— R C Mivr /63 Address: 32"1 5.Q- ° Date called: a. - -0 Special instructions: (ao --1 12:g Date wanted: � a• a.m. p.m. Requested, , ('� e / Phone: ( („iiit3S -502. q INSPECTION NO. 1'*. !fir- '.^i. -:-�.. _ ..r-•.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 98188 Approved per applicable codes. Inspe O/Y1A-t-1 47.00 REINSPECT! PERMIT NO. (206)431 -3670 Corrections required prior to approval. Receipt No: Date: Date: FEE REQUIRED. Pri r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ... 04. , .!I(..`G71,u�4N :t r ,„i,: iont tlCgadkai 1) SSkr�• A.� � W�: , 1 � S i4 rL4'��..K: alt., ,: 1;' t+ a,•. t:. aC:; �C :l'�..itdi:.rls'.'..�;iunti.Su 1�a^Ilh6+�.V:.r4� .��ti.,oa• e�.. G. i' ii' er.» ui. �. rs�wJ.:: tit��4t ��t� .+� <kk�.Uri'cr.•.ssR «,`fr'f:.' l r':i�'!•r'.Ni;:1it; f'C;�ufi�:rtSCAr.JNeti'} •, COMMENTS: Type of Inspection. 7 k.. .....„. _, 4 • . .. SA/ c524e A my- - - / --- ;:s-/-- ----- A/F66r6 (a) 6 &. 7 2/S c' " Pheis e -I. '7 ,6' 4 As phone; 4,20 uh A cibLita? ,9/ 4a', 124.57- As /ivf5t ( /VA h.b - 'A) 7''..il . , \ , , Pr. :.1 : ) ..S.L..1 r ° At,,, Type of Inspection. 7 k.. .....„. _, 4 • . .. Afii* k- fr( i L ) X J C - iaz l ate ate calle /C-/a)„ Special instructions: .. , Date wanted: a .rn, fqiciAcit.- Requmter / - phone; 4,20 uh A cibLita? INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. orrections required prior to approval. A-44 Inspg6tor: E $4743 REINSPECTION FIE REQUIRED/ dor to inspection, fee must be paid 00 Southcenter Blvd/Suite 100. 'all to schedule reinspection. Rec iK No: /Date Date: '.] Z :• Z • w • 6 D -J O 0 : • W u_ ° g Er - • < 3. LLI r— 0 Z .LIJ D • ( - 1 2, • 1— 111 Il i • (). Z 0 z PAect: 0 R%A-')/ Le A ( OA /TVA Type of Inspection: ... <yuste ( 1 _PA,... e 6 Date called. Address: MAI Special instructions: Date wante : ( 9, 1 .D ' a.m. 07 • • Requester: — \1 1.-Q 0 Phone: (-0 k i — 2_9 9- q 5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd,#100, Tukwila, WA 98188 (206)431 Approved per applicable codes. ri Corrections required prior to approval. COMMENTS: P hCL ) ft_Na -.2-e\ALC Q0 .r/V7 \Y\-) - e.J 4 -0 3 Date: A n a._ i --) io / .00 REINSPECTION FEE EQUIRED. Prior o inspection, fee must be paid 300 Southcenter Blvd., S ite 100. Call to s hedule reinspection. nspe or: $4 at Re pt No: Date: z re W 6 O 0 V) 0 : CO W I -J 1-- U) u_• 0 g ":3 < I Z 0 Z Ill l a 0 —. 0 ILl •u_ s• (2 1--• • c7 ect: Nr T of Inspectio A dress a S,C. '1 Date call . , . . Q { « 10 a Special instructions:. Date wanted c ; / /dtom:. m Re uester Pon: Ps3J3 77 4`�303 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Rece Approved per applicable codes. COMMENTS: pecto t No: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval: Date: YAPa3:,' f�;.: x; lsz.' er+ b' c' i`.." s. r' rk +xJlvc.a` -U':t; PERMIT NO. (206)431 -3670 jcM Date: AAA.4, lc 7, 1 ,t $47.1 REINSPECTION FEE kQUIRED. Prior to 'nspection, fee must be paid at •.00 Southcenter Blvd., Suit 100. Call to sche ule reinspection. 1,. . " ,; r, a: .; f ,} '1i.j t1J.1"F. k5i il�i t,.ikikui51c 4!'_>,is iii :':Xkt<`s h`sap'wk is4i c .4�,.: :t:::td+ asst.; J :l4yc^.n�1i,4.N,+i�'»3��3yl�^i, �st` I 4w 9c�4icksa .5 ?rf�n'.Siait'btY�i�t�.. wi ?.0 "� {'t'ii�'n. .� � ! y. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION;, 6300 ; Southcenter Blvd, #100, Tukwila, WA 98188 Address: ,Type of In pection: Da e called: Date wanted: Requester:, PERMIT NOQ (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS 5 /J2/' h/ w.e) y , J fi 2e)c)»J.: :: :s' — )rl ,Q 01 r i S5 /A/ Vic' . icy 0 0/i a-r- -rip e- .576iG21K/Z ,-A 4 C/a'�8�t ,,9 • A'is 4t/,r/ /.S . /; ;,T 1 ;t1 .t/lJ tot . rAA Date: 00 REINSPECTIC9N FEE REQUII D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 Call to schedule reinspection. Receipt No:. Date: S y rs4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ;Approved: per applicable codes. PERMIT NO. (206)431 -3670 ie Address: Special instructions: Type of Ins Lion: Date calle F. �L" Date wanted: I/ Reques P Ry( /(0?/ Correcnoris itbd`prio r‘ ro7r dq PP COMMENTS: A /� ��• • ,�"- �?n ;it/.4 /1#7 / /l /Z <5 voe/ (0,1P , z )AcSS i✓ t2 o e / r Date: .00 REINSPECTIONEE REQUIRED. /f ior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: u :rky.':}rY}!+.h..' :`1�.: Jti i�P# :}�4deii3"' :i•F. ^,Fd[X�t: w<'.Y' r"1C a. F's�.: 4 u;/_ Ll: a ...r�de.arN :�aF.?eFFSst'i �' : :ti :sae�,�.S'a�.4i> ii�13:. �;. w�tti4, �A di: sita r`d'ti�1� :='rri�4:.isu:'�Iiskt &fit ^sls'ssnetlaa�tak�tit t�; }t, .424SW,A14 ie a 'w k''• 4` k. z • Z ` W J U co 0 W = 'W J CO = W _. Z � Z� W moo. U :O �. '0 W W Z • = z Location (floor /room no.) Fixture Description Area in ft (or If for perimeter) Number of Fixtures Covered Parking (standard paint) Watts/ Fixture Watts !Proposed itt:EIVEU OF TUKWILA Covered Parking (reflective paint) -,c.,: � n1, a j-ti r 4 NOV "" 9 2001 Open Parking ff j iI/ a YiA; w r i ; , w Outdoor Areas V11 0.2 W/ft Bldg. (by facade) 0.25 W /ft w A ti ov ;50 0 t1/40 e . 21S O Total Proposed Watts may not exceed Total A� ' • ei I. \ w. T al Proposed Watts Location lowed r - Description 1 sore - 4 Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) CITE itt:EIVEU OF TUKWILA Covered Parking (reflective paint) -,c.,: � n1, a j-ti r 4 NOV "" 9 2001 Open Parking ff j iI/ a YiA; w r i ; , w Outdoor Areas V11 0.2 W/ft Bldg. (by facade) 0.25 W /ft Total Proposed Watts may not exceed Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Location Fixturi Description Number of Fixtures Watts/ Fixture Watts Proposed A I ,'\ Total Proposed Watts may not exceed otal Allowed Watts for Exterior Total Proposed Watts 2001 Washin —;1 State Nonresidential Energy Code Compliance Form Lighting Summary • — • LTG -SUM 2001 Washington State Nonresidenaal Energy Cade Comollance Forme Project Info Project Description Project Address 0.1%,),A.L., l' (, r l , , •JA t Date 9/12/2001 r Building Department Use Applicant Name: bj e,tiW.A A `1`j t l 41' '5'? Applicant Phone: 4 �1, 9.2 -,J` • Applicant Address: LI New Building 0 Addition Alteration CI Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. June 2001 - K.;M Compliance Option O Prescriptive Qi Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) 0 No changes are being made to the lighting Less than 60% of the fixtures a 12Cif L ge rti5 P3i7 increased Occupancy Description Allowed Watts oer ft 1,5 I��, Area in ft " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Allowed x Area Notes: 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 (Interibt)st all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage (Ex f Use jnfgr listed maximum input wattage. For fixtures with hard -wired oallasts only, Proposed Lighting Wattage (Exterior) the,default table in the NREC Technical Reference Manual may also be used. E • • k ACTIVITY NUMBER: D01 -352 PROJECT NAME: Casual Corner /Petite Sophisticates SITE ADDRESS: 327/331 Southcenter Mall SUITE # Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Buildin Division u Public Works `( DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Ti Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions n Not Approved (attach comments) \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Revision # After Permit Is Issued n Permit Coordinator DATE: 11 -09 -01 Planning Division DUE DATE: 11-12 -01 No further Review Required DUE DATE 12 -11 -01 Not Applicable ri DATE: DUE DATE DATE: ACTIVITY NUMBER: D01 - 352 DATE: 10 -26 -01 PROJECT NAME: CASUAL CORNER /PETITE SOPHISTICATES SITE ADDRESS: 327/331 SOUTHCENTER MALL XX. Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Q� 0 [21 �� " \vision Fire Prevention it -30 Ac- !I -2- -©( Public Works X Structural n 161 NA IaW f TUES /THURS ROU NG: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Complete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Please Route � Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: REVIEWER'S INITIALS: 31- Planning Division I- I ` p .% 2 4) al Permit Coordinator DUE DATE: 1 0-30-01 Not Applicable Comments: 41. . is [n No further Review Required DUE DATE 11 -27 -01 Approved with Conditionsn Not Approved (attach comments) DATE: DATE: DUE DATE Not Approved (attach comments) n DATE: itikt5 ikyN7tra''v : Y fa wlin ilex ?<.' N' q a z • W 6 U O 0 v) 0 J = H w 0 2 LL < = • a I- III z � ZO W Lu U O O 1-- w u" LLi ( • .2 1-: 1- 0 z Detailed Description of Work Being Performed General contractor will be demolishing existing interior walls and structures. Replacing then with non - bearing walls, cash wrap, shelving and fitting rooms. Water closets will be retrofitted to meet ADA compliance. Track lighting will be replaced with a reflected ceiling. Glazing and signage re- model to accommodate new owners. Signs under separate permit. ACTIVITY NUMBER: D01 -352 DATE: 10 -26 -01 PROJECT NAME: CASUAL CORNER /PETITE SOPHISTICATES SITE ADDRESS: 327/331 SOUTHCENTER MALL XX _ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions Complete Incomplete calf Comments: UlliYG� W ` C C 1.4% -Pov - -1 i1244it Area- TUES /THURS RQUTING: Planning Division Permit Coordinator ri DUE DATE: 1 0-30-01 Not Applicable 04. te-IvL No further Review Required DATE: (b (34 b j DUE DATE 11 -27 -01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: "..et 411ii6; �'a '.x <'tip�;tlAStalA "AY� z z ' C4 w 6 JU 0 mo o. (0 Ili 11./ W u w u_a I w Z = I— 0 Z ~ U � O - O I- w ui IF .. W (0 = 0 z c DEPARTMENTS: Building Division Public Works Complete PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -352 DATE: 10 -26 -01 PROJECT NAME: CASUAL CORNER /PETITE SOPHISTICATES SITE ADDRESS: 327 /331 SOUTHCENTER MALL XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After. Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route In Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -27 -01 Approved n Approved with Conditions CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Approved with Conditions >If REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 10-30-01 Not Applicable No further Review Required Not Approved (attach comments) DATE: i li _e71 v n n DUE DATE Not Approved (attach comments) n DATE: 4.10 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -352 DATE: 10 -26 -01 PROJECT NAME: CASUAL CORNER /PETITE SOPHISTICATES SITE ADDRESS: 327/331 SOUTHCENTER MALL XX Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention Public Works n Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete REVIEWER'S INITIALS: Q„, APPROVALS OR CORRECTIONS: (ten days) Approved CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Approved with Conditions Planning Division Permit Coordinator DUE DATE: 10-30-01 Incomplete ri Not Applicable TUES /THURS ROUTING: Please Route ri Structural Review Required n No further Review Required DUE DATE 11 -27 -01 Comments: DATE: ( 6 - a 9 - O 1 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) ri DATE: :ACTIVITY NUMBER: D01-352 DATE: 10 -26 -01 PROJECT NAME: CASUAL CORNER /PETITE SOPHISTICATES SITE ADDRESS: 327/331 SOUTHCENTER MALL XX _ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ri TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS:„Alit -' Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 I I PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-30-01 Incomplete ri Not Applicable Comments: No further Review Required DATE: to • j DUE DATE 11 -27 -01 Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: [2' DUE DATE Not Approved (attach comments) n DATE: z re 6 ~Z 0 N w= (0 La- w O. uL < • a • � z = H O Z I- w w Uc) O N .01- = U u- O Iii z U=. O � z ACTIVITY NUMBER: D01 - 352 PROJECT NAME: Casual Corner /Petite Sophisticates DATE: 11 - - SITE ADDRESS: 327/331 Southcenter Mall SUITE # Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 I I ovAst PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required l�- APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved with Conditions REVIEWER'S INITIALS: -eZ.- (..L CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: n Planning Division Permit Coordinator DUE DATE: 11-1 2-01 Not Applicable ri 1 ,1.e, cc A- 0.4.15 No further Review equire DATE: ( E �} DUE DATE 12 -11 -01 Not Approved (attac DATE: I t comments) s n DUE DATE Not Approved (attach comments) DATE: NEINIMUMMINI Date: October 31, 2001 ® Response to Incomplete Letter # 1 O Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: DO1 -352 Casual Corner /Petite Sophisticates Project Address: 327/331 Southcenter Mall Contact Person: Mary Ann Phone Number: 310- 328 -6300 Summary of Revision: pECEIVEIn CITY OF TUKW(LA NOY 9 2001 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: O Entered in Sierra on 10/31/01 z i-z w -J O 0 Cf 0 . W • • -j -. CO u-, w O. LL • 5 z CO C)r, w • I. 1- 0 Z 1/1 uj .2 • D. O 52: O I- 11.1 • ILI O ui z: 0 H =. O 1— z October 31, 2001 Attn: Mary Ann Express Permits 1327 Post Ave., Ste H Torrance CA 90501 Dear Mary Ann: Sincerely, Katk a ti l dtin (170 Kathryn A. Stetson Permit Technician encl File: Permit File No. D01-352 ^Th City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D01-352 Casual Corner/Petite Sophisticates 327/331 Southcenter Mall This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 26, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206) 431-3677, if you have any questions regarding the following: 1. This permit requires the completion of the WSEC form for retail lighting (enclosed). The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 1111.0.1411.1.0 . „ u): LICENSE DETAIL INFORMION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License ARLINC1013BH Name ARLINGTON CONSTRUCTION INC Address 519 E 11TH AVE Address City COLUMBUS State OH Zip 432112603 Phone Number 6142992990 Effective Date 1/8/99 Expiration Date 6/1/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601887683 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page https: / /wws2 .wa.gov /lni /bbip /TF2Form.asp ?License= ARLINCI013BH 01/07/2002 z z' J 00 co o . ' co w w = 0 w O. u_¢ i s z �`. I- 0 Z F-. ILI 111: U � � : O —: :0 F- IU �~ u- O. w z O z • .! M .' it r. y +••YNV•w. r :► '.+V y,v.+ r .r '.•∎∎•AW , '"MMWNv... STATE OF WASHINGTON MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE FOREIGN PROFIT CORPORATION ARLINGTON CONSTRUCTION, INC. 520 PIKE ST SEATTLE WA 98101 FOREIGN PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE The above entity has been issued the business registrations or licenses listed DEPARTMENT OF LICENSING, BUSINESS & PROFESSIONS DIVISION, P.O. BOX 9034 OLYMPIA, WA 96507.9034 (360) 684.1400 UNIFIED BUSINESS ID M: 601 887 683 BUSINESS ID M: 001 EXPIRES : 07 -31 -2002 r Ohsctor, Oep n«u of Ucensmp O O 0000034 AV 6 Ce z N z' 1- U I- O _ z c0 O O Cn 0w i W N z a 1- ,-4 1- J0< N w � U) + i, t: e �kkm'. �•.....,LY,`idt�s�i,f:�XZ. %..,. r_ ....' is .ht;�;r`a;;,..s�i�4.,u)i<wriz,. PERMIT N(). ` - BUILDING 1'LltivirFS INSPECTIONS ❑ 0000I Progress Inspection Status O 00002 Pre-construction O 00003 Investigation O 00004 OK to Occupy O 00005 Remove Slop Work Order ❑ 00006 FoIlo v -up O 00007 pre -Move Inspection O 00050 WSI:C Residential O 00060 WA Ventilation /Indoor i \(, C 0 00070 NLEA Inspection/Modular Struct O 00071 Mobile !tome Tie Down Insp O 00072 Marriage Lines O 00090 Rested ❑ 00095 Fooling Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation O 00300 Concrete Slab /Slab Insulation •O 00350 Crawl Space O 00400 Shear Wall Nailing O 00450 Plywood Wall Sheathing O 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing O 0O55G Exterior Wall Sheathing O 00600 Masonry Chimney O 00610 Chimney Installation /All Types 00700 Framing 00750 Rool7Cciling Insulation O 00800 Moor Insulation O 00801 Wall Insulation ❑ 00802 Exterior hoof Insulation ❑ 00803 Glazing Inspection 00815 Lighting and Controls 00900 Suspended Ceiling 01000 Interior Wallboard Fastening O (11 00 Exterior Wallboard Fastening O 01 110 Pre-Move Inspection O 01 115 Motor Inspection O 01120 Pre -Demo ❑ 01140 pre- rcroof 01400 Final -Fire 01700 Final- Iuilding 01900 Final- Reroof 03100 Site Visit 04000 Special- Concrete 04001 Special -Bolts in Concrete 04001 Special -Mom /Resist Conc Frame 04003 Special -Reinf Steel Prestress 04004 Special- Welding 04005 Special -I nigh- Strength Bolting 04006 ' Special - Structural Masonry 04007 Special -Reinf Gypsum Concrete 04008 Special- Insulating Cone Fill 04009 Special -Spray Fireproofing 04010 Special - Piling. Piers, Caissons 04011 Special- Shotcrcte 04012 Special- Grading, I. xcav /Fill 04013 Special - Retaining \Vall 04014 Special - Panels 04015 Special -Smoke Control System 1'I.Ni�N'I' NAMI;:Ca,44A4 I n CONDITIONS A 0001 No changes to plans unless approved by 13Iclg Div ❑ 00101 Special inspection required, notify Bldg Div 0 0011 Special inspector shall submit foal signed report 00I2 New ceiling grid & light fixture shall meet lateral bracing QOI3 Partition walls attached to ceiling grid ❑ (1011, Readily accessible access to roof mounted equipment ❑ 11(115 Engineered truss drawings & calcs shall hi: on site ❑ (1(1 f 6 Exposed insulation hacking material O 0017 Sabgrade preparation including drainage. excavation ❑ 00 I 8 Statement from roofing contractor verifying fire retardant class of roof • 0019 All constuticlinn to he clone in conformance w /approved plans O "No w shall be done in addition to those modifications..." O 0002 Plumbing permits shall be obtained through King Co ❑ 0 ) ( Structural observation shall he provided fitr this project O 0021 All food preparation establishments must have King Co O 0022 Fire retardant treated wood shall have flame spread of (J 0023 Notify Building Division prior to placing any concrete O 0024 All spray applied fireproofing shalt be special inspected O 0025 All wood to remain in placed concrete shall be treated O 002.6 All structural masonry shall be special inspected (1(127 Validity of Permit 002}( Rack storage requires separate permit 01)03 Electrical permits obtained through L &I 0030 No occupancy of building until final insp by 131dg Div • O 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site L "131 maximum allowed per 1997 \VA State Energy Code" [, 0035 Contact PW Div to obtain insp for water /sewer connect O 1)0.13 A C of O will be required for this permit O 003:5:1 Final approval for all TI who the limits of the SC Mall 000 All mechanical work shall be under separate permit ❑ 00, All construction noise to be in compliance with 3.2 TMC ❑ 0(hl Ventilation is required for all new rooms & spaces (100 All permits, insp records & approval plans available 00(6 All structural concrete shall be special inspected "Applicant shall obtain a separate plumbing permit from King Co" • "Anchoring - All new construct and substantial improvement shall b anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector 0008 All high- strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special Inspected 0031 Comply with requirements of'1MC 16.04 0034 Removal of septic tanks require approval and compliance with King Co I Iealth Dept. "Obtain required inspections from appropriate water & sewer districts" O "Fuel burning appliances ❑ "Appliances. which generate...." U "Water heater shalt be anchored...." [] "Reroof" ■ ..a • Plan Reviewer: /`/ Date: Permit Tech: Date: 1 O ( BUILDING PERMIT INFORMATION In order to obtain a Building Permit from the City of Seattle, the following procedure will be required: Applications for building permits are submitted to the Department of Community Development. Upon receipt plans are routed to the City's plan checker and if appropriate to the Fire Department, Planning Division. and Public Works Department The r-dknving documents are required. 1. A completed building permit application form. 2. Two (2) copies of working drawings, to include, but not limited to, the following: a. Site plan b. Overall building plan c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Bulkling Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 206/4314670 FOOD & RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296.4787 Attu: Joe Makeierny Requirements of a food service are detailed ih the Seattle or King County Food Code. For a coy of the Food Code contact your District Office. VINNMINBIMMI SPRINKLER DRWG. REQUIREMENT Prior to the fabrication of TENANT'S sprinkler system, TENANT'S sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: THE LANDLORD'S UNDERWFU TER LS: FACTORY MUTUAL INSURANCE COMPANY 25050 GREAT NORTHERN CORPORATE CENTER. SURE 300 NORTH OLMSTED. OH 44070 216362 -4520 Upon approval TENANT shall forward four (41 sets of black line (preferably) or -blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenant Coordinator for LANDLORD'S approval and records as required In Exhibit C. UTILITY COMPANIES & SERVICES Contact the following utility company representatives for information concerning local installation requirements, application for service, billing procedures, etc.: ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Telt 800 /962 -9498 or 206/455-5120 GAS SERVICE Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Servicell3illing: Tel: 206/464-1999 Installation: Tel: 800/999.4964 TELEPHONE SERVICE U.S. West Communication P.O. Box 12480 Seattle, WA 98191 -0001, Tel: 206/346-8500 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 ROOF CONTRACTOR Any and all roof work must be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith, Tel: 208/464 -0441 CONTACT INFORMATION TENANT „,,ww FIR ,V �ahvtTiEr ta �� 100 PMFefiMtX rflVts�ttt+r woe!!ss C_nvici n ..r EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 208/577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornatud Kane Jacob. •w. 800 Fifth Avenue Ilsia NMI Seattle, WA 981043103 Tab 2011134O2255 Fate 206/340,2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 PhmeerRoad Bothell, Mk 98012, Tel: 4817869 PRECONSTRUCTION MEETING Aminirnumdive (5) days prior tostaffing constrt ton, the CONTRACTOR shail oontae t the SHOPPING CENTER OFFICE 10 arrange a Preconstruction Meeting. Attendees should include at least the GENERAL CONTRACTOR, Superintendent and major Sub - contractors to be used in the construction. At the Preconstruction Meeting the GENERAL CONTRACTOR shaft provide the following: • Building Permit -Acopy of each of the Local - and State Budding permits. • Workers Compensation Certificate. • Insurance Certificate -'The Certificate of Insurance should be in the minimum amount of 52,000,000 in the aggregate, $1,000.000 each occurrence and should reflect the following as 'Additional Insureds': The Richard E. Jacobs Group, inc. Southeaster Joint Venture JG Shopping Center Mgmt. LLC • Performance, Labor and Material Bond as required. • Sub - contractors List - setting forth the name, address and telephone numbers of Tenant's General Contractor and Sub-contractors- CONSTRUCTION DEPOSIT The CONTRACTOR will be required to provide a $1,500 company check, certified check or money order payable to: Southcenter Joint Venture Please have your Federal ID. number ready and available. The deposit or any portion thereof may be applied by the LANDLORD as a reimbursement for materials issued to or services performed directly for the CONTRACTOR, including LANDLORD's correction of punch list items not corrected by the CONTRACTOR (see below). The DEPOSITOR agrees such deposit or any portion thereof, without prejudice to any other remedy which LANDLORD may have, may be applied as a reimbursement to the LANDLORD for materials issued to endlor for services performed directly for TENANT'S CONTRACTOR (which services may include the correction of punch list items and/or for the repair/ replacement of property damaged by TENANT'S CONTRACTOR). The deposit or any then remaining balance thereof (less a 15% administration fee) will be retumed to the DEPOSITOR. without interest, within thirty (30) days after the completion of TENANT'S construction obligations as required in the LEASE ON -SITE DOCUMENTATION The CONTRACTOR will keep the following documents on -site during construction: • Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings incorporating LANDLORD'S approval comments into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the primary working drawings and displayed at all times during construction. • A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval • A copy of the Letter of Authorization for Access (issued by mall representative at Pre-construction Meeting.) • LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstruction Meeting. TENANTS ARCHITECT .�i 11- 001_rap1J }1.11442 CO CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property All references to small mean the GENERAL ..I TRACTOR or 'he TENANT if acting as its own conirec!o_ Aa ererences to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate. ASBESTOS MATERIALS In the event TENANT'S construction encounters any asbestos containing materials (ACM), TENANT shall ernntedlatelycease construction for that part of the Wak which may disturb the ACM and contact LANDLORD'S Representative atilt Shopping Centeno resolve how to proceed. The installation of any mats that contain asbestos is strictly prohibited. EXISTING CONDITIONS t shall be TENANT'S responsibility to 'redly all existing construction and ee lent and subject b LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of 1) governing bulldog codes, 2) the Federal Occupational Safety and Health Act ( OSHA) and regulations promulgated thereunder, 3) an laws. ordinances and regulations of applicable State, City and Local heath departments and utEWy companies. 4) the requirements of LANDLORD'S fire and casualty Insurer, or 5) the provisions of the lease. All costs that be at TENANTS expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any otter party's property from damage. Use of fuel operated engines inside the Man and/or space will not be permitted. FIRE EXTINGUISHERS The CONTRACTOR shall provide adequate fire extinguishers within the premises, tagged for date of inspection, while under construction. SITE ACCESS & PARKING Specific areas will be designated by the LANDLORD for parking. The CONTRACTOR shat be responsible to ensure that all construction employees working in the premises use the designated parking areas. There will be no construction trailers allowed on the property. Parking wit not be permitted in any of the driveways. fire lanes and truck docks except for temporary loading and unloading, as approved by the LANDLORD. DELIVERY OF MATERIALS The CONTRACTOR shall be responsible to coordnate all material deliveries to the premises, whether for construction, fixturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent service corridor or truck dock area. Contact the LANDLORD prior to the delivery of materials and equipment which are too large to enter through the rear door of the Premises. Any such items are to be delivered during NONShopping Center hours. Where there is no rear door to access space, at deliveries, trash removal, etc., must be coordinated before or after Mall operating hours, accorsrg to LANDLORD'S direction. NO exceptions. WORK AREA & STORAGE The CONTRACTOR'S work area will be restricted to the Tenant's leased premises. Service and fee corridors and truck docks shag be kept clew of all materials, equipment, debris and trash at all times. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive the prior permission of the LANDLORD for work after normal working hours. LANDLORD INSPECTIONS The Tenant's construction work will be observed periodically by the LANDLORD to verify that the work is being constructed as set forth in the Tenant's Lease, Tenant Manual, Typical Tenant Drawings, Landlord approved Tenant Drawings and LANDLORD'S Construction Manual. SAFETY The CONTRACTOR shall be responsible to ensure that all work is performed in accordance with O.S.H.A. standards. The LANDLORD may, without any liability therefore, stop work that Is In violation of O.S.H.A. standards or which may, in the Landlord's opinion, cause injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall office prior to any shot. work (ere welding, solder- ing, tomb -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or TENANT'S ENGINEER rw bufJi�M1 t •�- M44tctsutA o df-00 tilotrMAuoA:ac 1' vD• A ORlB %yi'r 500 welting to comply with the safety provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible for an : ages resulting from a failure to no comply. Te11114NIARY POWER` Temporary electric power will be made accessible for those Tenants where permanent power is not yet available. Where permanent power is available, it is the tespertsihility of the CONTRACTOR to provide the necessary equipment to supply the electrical power needed for construction. Permanent power should be ascertained as soon as possible. TEMPORARY WATER Contact the LANDLORD for coordination of temporary water service. UTILITY CHANGEOVER CONTRACTOR shall be responsible for changeover of utilities to CONTRACTOR and /or TENANTAccount as soon as possible. TEMPORARY TOILET tell be the responsibility of the CONTRACTOR to provide adequate toilet facilities for at employees working within the premises. The shopping center toilet facilities will not be available for contractors use unless specifically authorized by the LANDLORD. The location fora temporary portable type toilet facility must be approved by the LANDLORD prior to its placement. TEMPORARY BARRICADE Prior to beginning any constriction, the CONTRACTOR shall ensure, if required by the LANDLORD, that a temporary barricade is installed at the storefront (see Shopping Center Manager for barricade drawings and details). Where a barricade has been erected by LANDLORD using pre - formed panels, the LANDLORD shall extend the barricade past the lease line to accommodate the storefront work. The barricade shall not be extended until storefront work actually begins, shall not unreasonably obstruct mall traffic, and shall not be more than four feet (4') past the storefront lease line. All barricades shall be extended or constructed during the non- operating hours of the shopping center. No barricades shall be removed or dismantled without express written consent dire LANDLORD. Any barricade removed without prior consent will be reconstructed by the LANDLORD at the CONTRACTOR'S expense. CONSTRUCTION SIONAGE The CONTRACTOR is not snowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall post all signage as required by man representative for public safety or general warning. BELOW GRADE CONSTRUCTION Prior to beginning any below grade construction and under slab confined spaces the Contractor must • Prior to Locating Floor Penetrations, Tenant's Contractor must secure LANDLORD'S structural floor engineer's approval, see address This sheet • Meet hazardous confined space requirements. • Inform LANDLORD of the work to be undertaken and receive approval of same. • Submit ALL construction materials proposed for under slab installation to LANDLORD'S representative for approval. Once the approvals have been received and under slab construction commences the CONTRACTOR must photograph the installation in detail, both in progress and once completed, and submit copies of all photographs to LANDLORD. Any Below Grade construction must be inspected by LANDLORD prior to backfilling. CONCRETE Concrete must be saw -cut or core - drilled (no jack - hammering or breaking of concrete is permitted). Secure structural floor engineer's approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to penetrating any structural or structurally reinforced concrete. SPRAY PAINTING Spraying of finishes or paint must only be done if Mall HVAC and adjacent Tenant HVAC systems are either shut down or protected to avoid contamination. MALL CONTACT NAM! Southcenter Mall 633 Southcenter Seattle WA 98188 -2888 Td. 9nt I'2AA-nA94 C.,,. nnw/744-111In7 111TERROPYION OF UTILITIES _ . =rte ' •, -erire ate LANDLORD'S Ie approval at ett! ,3) days prior to any modficatlon to utility servic�e�s "� may temporary interrupt such seniict to of me or fie snapping tenter. NOISY CONS: lUCTION The LANDLORD has established working hours when the cottractor may perfonn "noisy” construction (i.e- saw Eating, core drilling, "HIdti" type fastener guns, etc).;ortact the LANDLORD for restiided hours. LANILORD reserves the sole right to request Met CONfRICTOR reschedule any activities deemed disruptive teastticted hours. TRASH tEMOVAL & DUMPSTERS Trash Remval -AB trash will be confined to the premises and removed at the end oteach day by the CONTRACtIR. Any trash found in the service menders, adjacent tent units, and /or fitter public areas wit be removed Wile LANDLORD and deducted from the CONTRACOR'S depositor Wed to the TENANT. The locatiorof the CONTRACTOR'S dumpster well be determined)) the LANDLORD. LANDLORDS drnpsters and/or compactors are not to be used Iy CONTRACTOR. SPRINKLER DRAIN -DOWN The CONTFACTOR shag seek the LANDLORD'S prior approval at bast two (2) days In advance of needing to ooh the shopping center sprinkler system. No shoppmioenter spririder system will be left drained ovenght Al systems via be charged and operational when the CONTRACTOR leaves for the night. A $75 fee will be charged for each erne the tANOLORD'S aprndder system is drained arshut down to accommodate connection and testing requirements. ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed to penetrate the rotor adjus or modify the LANDLORD'S sprinkler system, &dues, utilities, structure, equipment o rfac7dies without the LANDLORD'S express written consent and will be done,/ the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. OPERATING WHILE REMODELING In addition to any prior stated requirement, the following rules apply to stores remaining open during remodefrng. PRECOIMTRUCTION MEETING For stores remaining open during costucton, The Store Manager must be present at the Preconstruction Meeting to mouse plans for the remodel, time span of remodel anc related safety issues_ BARRICADE The CONTRACTOR wtil be required to schedule the construction n phases and provide a phasing barricade plan indicati:g where the barricade will be placed. SECURITY & AFTER HOURS WORK The CONTRACTOR must receive prior permission of the LANDLCRD for work after normal working hours. In addition, the Store Manager and the CONTRACTOR must prepare for and indicate whether a Seemly Officer or other service is needed. The LANDLORD will not be responsibe for the security of the CONTRACTOR'S or the TENANT'S property. SAFETY In addition to the O.S.HA safety standards referenced previously, the Store Manager and CONTRACTOR must observe the following: • Provide a tninimum of a four foot (4') barricade around all construction areas. • Apply plastic sheeting from the barricade up to the ceiling so as to minimize dust and related damage to merchandise, customers and the public mall areas. • Verify that all workman's toots, ladders. and loose construction supplies are out of the customers, and specifically, children's reach. • Verify that any overhead dangling light fixtures, conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. • Verify that the store has down -sized its stock properly so as to remain open for business and still accommodate clear fire exits through both _ the rear and the front of the store. • If there is any storefront remodeling required. the CONTRACTOR will be required to erect a barricade per the above details. TENANT COORDINATOR Tel: 440/808- NAME The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145.4122 Ter. wwn/OTw Ce... AwnNlAe�eflG iEQQU RHMENTS • I .,ficate of Occupancy: Tt , CONTRACTOR shalt provide the LANLKORP Win a Wattle Occupancy Permit. • Certified Tenant Air Balance Report • Punch List: Upon completion of construction and /1210R TO opening, the CONTRACTOR shag request that the LANDLORD conduct a final observation and compile a punch list. The premises will be slowed to open for business only after the LANDLORD has received a copy of the Occupancy Permit and the punch list items have been satisfactorily completed. PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING HVAC NOTES: a DRAWING SUBMISSION & REVIEW W1ECKLIST TENANT'S SUBMISSION CHECKLIST TENANT'S drawing submission must include four (4) sets of black line (preferably) or blue line prints. PRELIMINARY CONCEPT: WORKING DRAWINGS: • Storefront Elevation (with sign) Working Drawings must be • Storefront Section(s) submitted in the following order: • Details at Neutral Pier(s) • LANDLORD'S TTG- 01 .Sheet • Details at LANDLORD'S Soffit • Architectural • Floor Plan • Electrical • Reflected Ceiling Plan • LANDLORD'S TTE Sheet(s) • Interior Elevations • Plumbing • Longitudinal Section • HVAC • Material Sample Board • LANDLORD'S TTM Sheet(s) • Photo of Similar Store • (other drawings) LANDLORD'S REVIEW CHECKLIST APPROVED APPROVED REVISE & DRAWING FOR CONSTRUCTION (INCLUDE WITH RESUBMIT RESUBMISSION) RESUBMISSIONS: TENANT shall resubmit drawings within ten (10) days. All resubmissions shall be COMPLETE sets with four (4) sets of black line (preferably) or blue line prints. SIGN: This review does not include final approval of TENANT'S sign. Prior to fabrication & installation of TENANT'S sign, TENANT'S sign fabricator (sign company) shat submit three (3) sets of shop drawings to LANDLORD for approval. CHANGES: Once approved by LANDLORD, no changes shall be made in TENANT'S Drawings except upon the PRIOR written consent of the LANDLORD. AS- GUILTS: Within thirty (30) days after the opening of the Premises, TENANT shall submit a complete set of as -built drawings to LANDLORD. TINS AREA FOR LANDLORD USE ONLY... LIEN WAIVERS & AFFIGAVITS The CONTRACTOR will be required to submit the renewing kerns at the end of the construction (forms are available from the LANDLORD`' • An original notarized "Genera, ,onfractor's Affidavit and Final Waiver of Li n ". • The original signed and notariz Affidavit and Waiver of Lien" for each contractor. NOTE: DRAWINGS WITH III IN THE LOWER RIGHT HAND CORNER ARE APPROVED BY LANDLORD LANDLORD'S approval of TENANT'S Drawings Is contingent upon TENANTS compliance with LANDLORD'S comments and shall not be construed so as to hold LANDLORD liable for either the architectural and engi- neering design of the Premises or the accuracy of the information contained In TENANTS Drawings. Should any conflict arse between any of TENANTS Drawings and the Lease, the applicable portions) of the Lease shall be determinative. LANDLORD'S approval of TENANTS Drawings vNN in no way after, amend or waive the requirements or oxiteria of the Lease. -3sL CITY OF Riau APPROVED boy 29 2001 AS ED SOUTHCENTER SEATTLE, WASHINGTON TYPICAL TENANT GUIDELINES TTG -01 et Mot Alit GAS.AL CORNER. THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES HAVING JURISDICTION AND BIDDING CONTRACTORS The Richard E. Jacobs Group NOVEMBER 1999 REVISED BY: FLE NAME: UNIT NUMBER DRAWING NUMBER: DBA REVISIONS JOB NUMBER rE REI cmro OCT PER =NED TUKW� 6 2001 CENTER PHASE I BUILDING 'D2' PHASE II FOOD COURT Af S O CRT �iC�l�iTR ELECTRICAL DESIGN CRITERIA, DETAILS 1 . AND RISER DIAGRAMS Sheet 1 of 2 TSG -A1 TSG -C/ TSG -D TSG-02 - - i NORDSTROM Ti01DSTA0i1 � �= _ `, 1 �, f! `�j :. a „ �rl l a . ``ii R 0 ■! ! ■� rt �� - - -J It I LO Q � i '♦� % %% ,;, /, j .i, i � _ . • - G , „ ..��'� ±j i r i we - TL(E soN _ �ll' 66• _ � _ .. O uoaoaTnoM _ ���� : _ Iwo o � tx � 'o+�loa.a t� T (F g '. i Y 1F��� t � anr NNW 1N ,.... JOPIiRY NORDBI7ROM r .. . �a o i a "_ a _ _ Wilco �� � ne -N. !cam 1� .III l I �®I t iI� _l '� � � � ! i rh__ I' . let m.�, Er j. , TsG c ip a WL LIm 1 s , D ;• „ , ii,.,.:ri_ s " gy m TcrB 1 „ -_ ��I ui o= G . J ii ! WM 91 . .m . , LT. ; :1��flitjl�!! st . ! • G {! , - N_ .d I � s ,m, D L �" , _! r rr l mmml , r- eY i i Gr p • 1 �� ! • �I � I o.. 1 I 7- - 11 s aui 13) ' a I L I F� �� � cPe4eeEY IM , a ' 1 iii G - i T SG F2 SEARS TSG -F3 TSG-Fl PLANe i LLti I rsc Ez KEY PLAN' ,/fN _ - - e Esc -D3 - TSG_E1 7SG -02 - TSG-02 K EY PLAN /1 METERING SWITCHBOARD METER A GRADE /FINISHED FLOOR NOTES & LEGEND KEY PLAN NO SC, . 111110 KEY NO SCALE C,A_E NO SCALE III NO SGLE x 4126 4 1 ALL INSTALLED EQUIPMENT. ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FCR SEISMIC AREA ZONE 3. MODIFY INSTALLATION. DETAILS TO CONFORM AS REQUIRED. I 1 All INSTALLED EQUIPMENT, ACCESSORIES. MID PIPING SIiALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM u REQUIRED. ALL WSTAIUED EOURI ENT, ACCESSORIES, AND PIPING SRA. BE INSTALLED PER CODE REGINi4S FOR SETS. AREA ZONE 3- LIOOIFY IJSTALLAiION DETAILS TO CONFORM AS RE� PHASE I NOTES ALL INSTALLED EQUIPMENT. ACCESSORIES. AND PIPING SIWL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETNLS TO CONFORM AS REQUIRED. ' UNIT NUMBER • ELECTRIC/IL ES` NOT PHASE II NOTES` CONDUIT AND IARR£ TGANrs - DBA 1. TENANT SHALL PROVIDE A SMOKE DETECTOR''IN THE RETURN AR SHUT DOWN. THE FNAC UNIT UPON DETECTION OF SMOKE. A do LIGHT SHALL BE INSTALLED IN THE STOCIL AR. AS A PART 2. UPON DETEC OF FIRE, GAS AND ELECTRIC POWER IS TO BE SHUT OFF FOR COOKING EQUIPMENT UNDER THE HOOD. 3, THE LANDLORD HAS PROVIDED A 120 V CIRCUIT FOR THE TENANTS WILL BE MADE AT A ,AINGTIOJ' LOCATED BY THE LANDLORD UNIT. COORDINATE CONNECTION WITH THE LANDLORD. 4. THE SNITCH SHALL CONTROL MEIIBOARD. UNDER COUNTER LIGHTING AREA WITTING USE PARAGON TYPE 70007 -0 OR EQUAL 24 5. UNDERCOUNTER MINTING SHALL BE 10 MILLIMETER NEON LIGHTING WITH BO NUMMI TRANSFORMER 6. THE F000 COURT FLOOR IS A STRUCTURAL SLAB. TENANT MUST APPROVAL OF THE LANDLORD FOR ANY UNDER FLOOR CONSTRUCTION, CONSTRUCTION BEGINS. CONDOR AND 10 DUCT THAT WILL ". TEST -ALARM SWITCH OF THE "SYSTEM: AUTOMATICALLY SICK. CONNECTION 1BMN THE TENANT & SERNHG NOW 7 DAY. TYPE (WHITE) HAVE WRITTEN BEFORE TENANTS 1. TENANT SHALL PROVIDE A SMOKE DETECTOR IN THE RETURN AR DUCT THAT SHUT DOWN THE WAG UNIT UPON DE OF SMOKE. ATEST - ALARM SMIRCITC H STOCK & UGHT SHALL BE INSTALLED IN THE STOCK AREA AS A PMT OF THE SYSTEM. I. TENANT SHALL PROVIDE A SMOTE DETECTOR IN AIR THE REID. A DUCT THAT WALL SHUT DOWN THE HVAC UNIT UPON DETECTION SMOKE OF SM0 A TEST-ALARM SWITCH & RIGHT SHALL BE INSTALLED IN THE STOCK AREA AS A PART OF THE SYSTEM. UNIT FUSIBLE SWITCH OR T T i I i F I L i t t t L I t ®i I� CONDUIT AND WIRE TENANTS - CONDOR AND WIRE TENANTS Q TOt 1 t 1 �MT11 1 1 S OCKET �r M F �L(YID,� M F 1 t--- r- _. +__ It t I it i(114)1 QI 1 1 1 RR F 1 t I CIRCUIT BREAKER Al U. MAT METERING T T 7 i i METERING T T ; S WITCHBOARD 1 1 1 r--- r- -rr r- -T'1 L 1 f 1 F I I i M i 1 1 FUSIBLE SMIRCH r rt r r r ® i i i ® 1 Qt 1 1 a r r r+ r i I I i 1 1 1 1 1 t T'1- F I L - 1__J_1_ __1_ -1J- PARTIAL RISER ri i 1 t 1 L - SWITCHBOARD r--- r--- rr- - -r ---„ O i i O i i i UNIT • 1 11 I I I r--- r- --rr--- r - - -ri �AA � 1 11 T 1 I METER AND SOCKET -.1 , Qi 1 Oi Q i , r - - - r -- rr-- -r ---F M i i M i I I .101 DI I IOU OH -- r I" - rH O i i „ I 1 Q QI I i i ___ ___ GRADE /FINISHED FLOOR 11 I I 1 1 1 I I I 1 11 I I I P 1 ■ 1 ■ I I r �__J ___ J1__J___J _ FUSIBLE SMIRCH OR CIRCLE BREAKER �i i n55 i- I METER AND SOCKET --rt®i Q L t QI S CRRCUE 85001000 DIAGRAM - IEET & TTG - 01 MUST BE INCLUDED AS . . - PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS ^4 METERING ; ; 1' - - - � FUSIBLE SWITCH OR r r r+ r r+ t 1 1 1 ; ® ; 011 ®1 011 r r r+ r I , 1 M t 1 1 1 ® 1 0 IOU I� 1 LI 1 T Tzo /208V 3A 400 TENANT'S EXPENSE TO THE METERING/SWITCHBOARD SWITCH, CIRCUIT BREAKER. ETC.) AND COORDINATED WITH THE REQUIREMENTS DUCT SMOKE SUPPLY �� 5- M E CI ER D CAPACITY OF THE SfMI.L A 14241.0 OF 65.000 R05 S. A N METERNG 56 5,000 MA AMPERES AT 2900 ME 6. TENANT TO PROSE A MAN DISCONNECTING ME WITHIN 191ANYS UNIT- DETECTOR SMRHBOARD 1 I 1 r r rr r n ;OIL ®i I 1 1 Q; ' ___ ___; ;, ; i METER AND SOCKET ; ® 1 (n7i i ®1 R 1 1 I LIR t I QR 1 CIRCUIT BREMER . - H r r+ r H GRADE/FINISHED I 1 L I I t 1 P5-000 � 1 I 1 1 I 1 I t L t L I L I 1 ■ I L 1 1 1 1 11 4 4_1-, I. BY TENANT 2. BY LANDLORD 3. METER BY UTILITY AT 4. ALL EQUIPMENT ADDITIONS (SOCKET, METER. FUSIBLE SHALL BE COMPATIBLE SWITCHBOARD MANUFACTURERS 120 v SMOKE EXHAUST FAN F t T 1 1 1 1 ; Q1 i ®i Qi i 0 -.1- . PARTIAL RISER DIAGRAM PARTIAL RISER DIAGRAM r r+ r , i i M i i i O r - - - r+ r - r; GRADE /fTNSHm FLOOR a 1 a a i 1 1 1 1 J_ 1 t r �__ 4_1_ _I 3_1_� 277/480V 30 4W IN 0- BUILDING ONLY 120/208v SDI: 400 IN A. B. C. 0. E & F- BUILDINGS NOTES & LEGEND: 120/2080 30 4W NOTES & LEGEND: PARTIAL RISER DIAGRAM NR DUCT DETECTOR DUCT , I. BY TENANT 2. BY LANDLORD 3 METER BY UTILITY AT TENANT'S EXPENSE. 4. ALL EQUIPMENT ADDITIONS TO THE METERING /SWITCHBOARD (SOCKET. METER, NSIBLE SWATCH. CIRCUIT BREAKER, ETC ) SHALL BE COMPATIBLE AND COORDINATED WITH THE SWITCHBOARD MANUFACTURERS REQUIREMENTS. L THE INTERRUPTING CAPACITY OF THE METERING SWITCHBOARD OVERCURRENT DEVICES SHALL BE A AINIMUM OF 35.000 TINS AMER. AT 480V AC. OR 65,000 RMS AMPERES AT 290V AC. 6. TENANT TO PROVIDE A MAIN DISCONNECTING MEANS WITHIN TENANT'S UNIT. I. BY TENANT 2. BY LANDLORD 3. METER BY UTILITY AT TENANT'S EXPENSE 4. ALL EQUIPMENT AMMONS TO THE METERING /SYM.BOARD (SOCKET. METER. FUSIBLE SWITCH. CIRCUIT BREAKER. ETC.) SHALL BE COMPATIBLE AND COORDINATED WYTN THE SWITCHBOARD MANUFACTURERS REQUIREMENTS- 5. THE INTERRUPTING CAPACITY OF THE METERING SWITCHBOARD RRENT DEVICES SFMLL BE A M6NIMUM OF 65.000 RIOS S AT 240V AC. AMPERES 6. TENANT TO PROVIDE A MAIN DISCONNECTING MEANS WITHIN TENANT'S UNIT. , OF TUKwILA It ECEIVED GT 2 6 ZOO) -- .PE10 CENTER The Richard E. Jacobs Group 2+ 24 y`_ F !! Rag R- DUCT SMOKE RETURN AIR 120/206V 30 4W NOTES & LEGEND; MAGNETIC FAN STARTER W// NTROL TITTE OVERLOADS RS k 24 V CO 1 If I 1' By TEST 2. BY LANDLORD 7. METER BY 0551515 AT TENANT'S EXPENSE. 4. N1 K EQUIPMENT , FUSIBLE TO DE METERING/SWITCHBOARD BREAKER. . METER, F B 000000 H. CIRCUIT' ITAAR ETC.) SWITCHBOARD MANUFACTURERS N fEQU1REME(RS. 5. THE INTERRUPTING r 00001 OF. THE METEORIC SWECHBOARD OVERCARREH1 DEVICES SHOE BE A 008 OF 65.0 RM5 AMPERES AT 2400 AC. 6. TENANT TO PROVIDE A MAIN DISCONNECTING MEANS WITHIN TENANT'S UNIT - ' 1 0 CITY OF TIEWuji, " APPROVED I5/1- 1 T_ FDSCS OUTPUT FDSCS WALT 2a 2{ R + _ 2+ 24 1.. 1 (ID ® F :� Ill TEN4NT'S - V ER T ORM POW ERR PANEL FIRE DETECTION & SMOKE CONTROL _. RESET TEST 8 CFIUNG SMOKE 1:1H SNITCH DETECTOR SYSTEM DIAGRAM I / 'EMWD 1/15/96 1. ALL WIRING TO BE IN CONDOR 2. ELECTRIC AND MECFM MCAT CONTRACTOR TO COORDINATE INSTALLATION. I. ONE (1) CEUNG MOUNTED SMOKE DETECTOR LOCATED NEAR TIE STOREFRONT IS REQUIRED PER 30-0 OF STOREFRONT. SMOKE DETECTOR S TO BE PURLEUISED FROM THE LANDLORD AND INSTALLED NY THE TENANT AND TIED INTO THE FIRE DETECTOR SYSTEM. AT REVISED 7/10/95 SRAM WK OA111 'DUO """1 "Y. ace maw DAN NOV 2 9 251 IN THE EVENT THE TENANT IS REQUIRED TO INSTALL AND /OR FURNISH ANY AND ALL EQUIPMENT, WIRING, CONDUIT, ETC. FOR TENANT'S ELECTRICAL SERVICE /INSTALLATION, LANDLORD SHALL HAVE THE RIGHT OF APPROVAL OF ALL EQUIPMENT AND METHODS TO BE UTILIZED PRIOR AS HjIED TO AND AFTER INSTALLATION OF ALL WORK. LANDLORD'S APPROVAL OF SUCH METHODS AND EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO: LOCATION OF TENANT CONNECTION TO LANDLORD'S OR UTILITY COMPANY'S'SERVICE: LOCATION OF THE ROUTING OF ALL CONDUIT; METHODS AND LOCATION OF SUPPORT OF ALL EQUIPMENT AND CONDUIT FROM LANDLORD'S APPROVED STRUCTURE: HEIGHT OF CONDUIT INSTALLATION (HEIGHT OF CONDUIT ROUTING SHALL BE A MAXIMUM HEIGHT FROM THE FINISHED FLOOR WITH A MINIMUM HEIGHT OF 13' -10 RtYLDRG DIVISION SIZE OF ALL CONDUITS, WIRE, EQUIPMENT, ETC. REQUIRED TO PROVIDE SERVICE TO THE TENANT'S PREMISES, AND MANUFACTURERS OF SWITCHES, FUSES, METER SOCKETS, METERS, FUSED BUS PLUGS, HANGERS, CONDUIT - AND ANY OTHER DEVICES OR EQUIPMENT NECESSARY FOR __.__ _ r.,_ ,- ,,.,, ,,, r r t.L.Ir -yr, R ■ All,C 005' .1 rod nAICY C \ /IAIG IMICre1I ennAl nR ncYnrc NAn REPS ODE SAME PER METHODS AND MATERIALS REQUIRED BY LANDLORD. TENANT'S CONTRACTORS 1-31-00 PLR 11A1116 SCNTTEI L0 1" w 0 I "Id 1 T4 GENERAL NOTES SEE NOTE 1 STAINLESS STEEL CLAMPING RING SOLDER JOINT ROOFING MEMBRANE INSULATION FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A MIN. OF 1' BELOW TOP OF PIPE 4 LB. VIRGIN LEAD NOTES; 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 2. 4 LB. LEAD FLASHING SHALL BE or MAX. DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED. 3. FLANGE SHALL BE SET BY ROOFER. CONTACT LY. FOR UST OF APPROVED ROOFING CONTRACTORS 4. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR GENERAL NOTES TYPICAL DETAIL - LEAD - BUR N.T.S GENERAL CONDITIONS AND SPECIAL C ONDIT/ONS OF AA 201 AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. 2. ACTUAL LOCATION AND EXTENT OF LANDLORD'S SERVICES MUST BE FIELD VERIFIED. CHANGES TO CONFORM TO LANDLORD SERVICE LOCATIONS AND INSTALLATION REQUIREMENTS SHALL BE WOE AT NO ADDITIONAL COST TO THE TENANT AND/OR LANDLORD. 3. PERFORM ELECTRICAL WOMATERIALS. K OWN. NOTED, SCHEDULED AND /OR AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. 4. THE WORD "PROVIDE' AS USED HEREIN MEANS TO FURNISH AND INSTALL A COMPLETE WORKING SYSTEM 5. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, WHEREVER THERE IS A CONFLICT. THE MORE STRINGENT REQUIREMENT SHALL APPLY. 6. TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WON THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT UNITED TO: UTILITY COMPANY CONNECTIONS. SERVICE AND /OR TAPPING FEES: LOCAL, COUNTY OR STATE SERVICE CHARGES, INSPECTION CHARGES, AND PERMIT FEES: LANDLORD'S CONNECTION FEES. LANDLORD'S UTILITY CHARGES. LANDLORD'S METERING CHARGES. AND /OR LANDLORD'S EQUIPMENT CHARGES. 7. SUBMIT MATERIALS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE TENANTS ARCHITECT FOR APPROVAL. SUBMDTAS SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED TRENT. 8. DEFICIENCIES AND NON - CONFORMING ITEMS - IF AT ANY TAE DURING THE TERM OF THE LEASE, LANDLORD DETERMINES THAT TENANT'S EQUIPMENT OR SYSTEM HAS NOT BEEN INSTALLED OR IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORD'S REQUIREMENTS, LANDLORD MAY. IN ADDITION TO ANY OTHER RIGHTS AND REMEDIES R MAY HAVE. AFTER GIVING ME (5) DAYS WRITTEN NOTICE TO TENANT OF ITS INTENTION TO DO SO, CORRECT SUCH DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR MD ON TENANT'S BEHALF. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FOR THE CORRECTION OF THE DEFICIENCIES PLUS A FIFTEEN PERCENT (15X) ADMINISTRATIVE CHARGE THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. 9. THIS CONTRACTOR SHALL DO ALL CUTTING. CHASING OR CHANNEUNG AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. ANY CUTTING SHALL HAVE PRIOR APPROVAL OF LANDLORD. SLEEVES SHALL EXTEND AT LEAST 2" ABOVE FINISHED FLOOR AND ALL SLEEVES; OPENINGS, ETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN THEIR FIRE RATINGS. CHANNEUNG OF FLOORS IS EXPRESSLY FORBIDDEN. CONTRACTORS WILL BE HELD LIABLE. .. 10. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION FOR ALL TEMPORARY POWER AND LIGHTING WITH ALL WIRING AS REQUIRED INCLUDING FURNISHING EXTENSION CORDS FOR HIS OWN USE. ANY TEMPORARY WIRING, FUSES, ETC.. SHALL BE REMOVED UPON COMPLETION. TENANT SHALL REIMBURSE LANDLORD FOR TEMPORARY POWER. PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY N.E.C. AND LOCAL. CODES. 11. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. SEE NOTE # STAINLESS STEEL CAAAPING RING PRE - MOLDED PIPE SEAL RUBBER ROOFING MEMBRANE INSULATION ■.� - jipg 'DO NOT TRIM DECK FLANGE NOTES' 1. PRE -MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2. PRE - MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE. REGARDLESS OF PIPE METER. 3 . WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED, USE „FIELD FABRICATED PIPE SEAL SEE ALTERNATE PIPE FLASHING DETAIL 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 5. FLANGE SHALL BE SET BY ROOFER. CONTACT LL FOR UST OF APPROVED ROOFING CONTRACTORS 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR TYPICAL DETAIL - PREMOLDED - RUBBER ROOF N.T.S. PIPE /CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS O N.T.S. TT-9 A ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHALL BEAR A U.L. LABEL. ALL MATERIALS AND EQUIPMENT SHALL. BE NEW. REUSE OF EXISTING SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY LANDLORD AND ALL CODES. 8. MATERIALS, PRODUCTS AND EQUIPMENT INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF ASTM, IEEE. IKEA. NEC, NEMA RLHA, CEM AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT. GENERAL NOTES (CONT'D) 12. MAKE PROVISIONS. FOR TELEPHONE SERVICE AS REQUIRED AND AS NOTED HERE IN. 13. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANT'S PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR. UTILITY COMPANY WIRES. OUTLET, BOXES SHALL BE 4' SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE ARIA CONDUIT DROP AND PULL WIRE TO .ABOVE CEILING. 14. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED, RU, BE BY THE TENANT'S GENERAL CONTRACTOR. UNLESS OTHERWISE NOTED. 15. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES N HIS BORIC AS THE JOB PROGRESSES. AND UPON COMPLETION SHALL TURN OVER TO 7HE TENANT AND LANDLORD A 'RECORD' SET OF PRINTS SNOWING THESE CHANGES. INCLUDING BUT NOT TATTED TO ACTUAL MANUFACTURER(S) OF EQUIPMENT INSTALLED: EXACT LOCATIONS OF ALL CONDUIT AND .. EQUIPMENT WITH THE EQUIPMENT'S AS INSTALLED" SUES ETC. 16. THE FOLLOWNG EQUIPMENT SHALL BE IDEHTIFED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME - AND /OR FtNCRON: DISTRIBUTION PANELS. UGHIBNG;PANELS, MOTOR STARTERS. PUSH BUTTON STATIONS, SWNTCFES AND CONTROL DEVIL.ES. DISCONNECT SWITCHES, METER SOCKETS.. ETC. 17. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING. SERVICING, MANTANNAG AND REPAIRING. HANGERS SHALL - INCLUDE ALL MASCEUANEOUS STEEL. SUCH AS CHANNELS, RODS. ETC.. NECESSARY FOR THE INSTALLATION OF WORK AND SMALL BE FASTENED TO STEEL - CONCRETE OR MASONRY, BUT NOT TO PIPING OR OTHER. HONSIRUCRIRAL ITEMS, INCLUDING JOIST BRIDGING. METAL DECK AND CEILING SUSPENSOR SYSTEMS. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE EXPOSED CONDUIT SHALL BE. IN STRAIGHT ELATES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN INES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. _CONDUCTORS SHALL BE IN CONDUIT. DUCTS OR APPROVED RACEWAYS. 18. 'LOCK OW DEVICES SHALL BE PROVIDED ON NIGHT LIGHT CIRCUITS. THE CLOCK CONTROLLED CIRCUITS. ALL LIFE SAFETY. CIRCUITS AND OTHERS AS MAY BE REQUIRED BY THE LANDLORD AND AUTHORITY HAVING JURISDICTION. 19. GROUND ALL CONDUITS, CABINETS. PANELS. AND OTHER EXPOSED NON - CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE BATH ALL PROVISIONS OF THE NEC AND ALL APPLICABLE FEDERAL. STATE AND LOCAL CODES. 20. TEST FOR GROUNDS. SHORT CIRCUITS AND PROPER FUNCTION OF ALL EQUIPMENT AFTER INSTALLATION IS COMPLETE_ FAULTS IN THE INSTALLATION SHALL BE CORRECTED. 21. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS IS APPROXIMATE MD THE TENANT OR LANDLORD SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FDTTURES WITHOUT ADDITIONAL COST TO THE TENANT OR LANDLORD. 22. PROVIDE ANY AND ALL SHIELDING OF ELECTRICAL EQUIPMENT OR DEVICES AS REQUIRED BY N.E.C. OR OTHER STATE AND LOCAL CODES DUE TO WATER CARRYING EQUIPMENT. PIPING OR DEVICES OR DUE TO ANY OTHER CONDDION REQUIRING S SAME. 23. ROUTE ELECTRIC POWER AND CONTROL FOR THE ROOF MOUNTED HVAC EQUIPMENT ' TFWDUGH 8 SEPARATE ROOF PENETRATION FOR THE EIFCTRIC POWER AND CONTROL CONDUITS. FLASH P DETAILS. 1 • -. NOT ROUTE TE CJI �T 3 t ItTi TY .:TIMI•: 24. IT IS THE INTENT THAT THE ENTIRE SCOPE OF WORK SHALL BE COMPLETE IN EVERY ASPECT MOD THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS. BUT NECESSARY TO FULLY COMPLETE THE WORK. SHALL BE FURNISHED. 25. GUARANTEE: A. MATERWILS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE BY TENANT AND LANDLORD. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTORS EXPENSE B- FOR THE SAME PERIOD. ELECTRICAL. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED' BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY CONTRACTOR. WATER CUT -OFF MASTIC SPLICING CEMENT LAP SEALANT GENERAL NOTES (CONT'D) MATERIAL SPECS C. ROLEX AND BX CABLE ARE NOT PERMITTED. '.(SEE FUMBLE &EMI amour* D. NC CABLE MAY BE USED (25' -Cr HAXMAIIN>.. WHEN USED FOR SKIRT FINAL CIUNECTIONS FROM J-DOX TO LIGHTING FIXTURE 6' -O' IS THE MAXIMAL. ALLOWABLE. (WHERE LOCAL CUBE PERMITS> 3. WIRE CONNECTORS SHALL BE EQUAL BY SCOTCHLOCK FOR # AND SMALLR AND T A B - LOCK TIRE' FOR #6 AND URGER. 4. LIGHTING FIXTURES. NCLUDNG LAUDS, SHALL BE FURNISHED AS LNOCATED ON ELECTRICAL PUN. ,ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. IN SALES AREAS. FLUORESCENT ROTARIES SHALT. HAVE HPF BALLASTS, AND DEEP CELL PARABOLIC LOUVERS. ALL PINE RATING ENCLOSURES FOR ELECTRICAL Udit/NIL FIXTURES AND EQUIPMENT SHALL BE. PROVIDED BY ELECTRICAL CONTRACTOR: 5. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING INCLUDING TEMPERATURE CONTROL, CONNECTIONS TO MOTORS, DAMPERS. INSTALLATION OF THERMOSTATS, INTERLOCKING, ETC., EXCEPT THAT WHICH IS SPECRTCALI.Y NOTED AS BEING BY MECHANICAL CONTRACTOR. SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL MONDE ALL REQUIRED POWER AND CONTROL INTERLOCK FOR ALL HOOD FIRE SUPPRESSION SYSTEMS. 6. COLOR OF WIRING DEVICES SWILL BE AS SELECTED BY THE ARCHITECT. COVER PLATE SHALL BE STAINLESS STEEL OR SMOOTH THERMOSPLATTC "TO MATCH OUTSET COLOR :' - WIRING DEVICES SHALL BE EQUAL TO 'SPECIFICATION GRADES' AS FOLLOiI'S: A - OUPlDX RECEPTACLES - HUBBELL j5362 & GF5362 B. LIGHTING SWITCHES - HUBBELL 11221 SERIES, 3 -WAY AND 4 -WAY SIMILAR - 51223 AND 11224 RESPECTIVELY. - - C. INCANDESCENT DIMMERS LUTRON D. MANUAL MOTOR STARTERS - SQUARE D TYPE. E. EXHAUST FAN. TIMERS -' MARK TIME F. CLOCK RECEPTACLE - HUBBELL CAT. 7707 -SS G. SHUNT TRIP - SQUARED TYPE. 7. BRANCH CIRCUS PANELS SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH OVERALL OOOR, AND TYPEWRITTEN DIRECTORY. INSIDE DOOR. TWO OR THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. LOADS SHALL BE BALANCED WITHIN 10X. .SAFr1Y Awl iwormairrt vs/Truro CHAR nr morn no um- WP FOWEFlJSISCONNECT 1. CONDUIT SHALL BE STANDARD STEEL RIGID. INC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED Di f1NISHED. AREAS. JC t tt i& SAES OF CONDUITS SHALL WE 3/4' FOR EMBEDMENT IN CONCRETE AND I/2' FOR ALL OTHER APPUCAiROIRL ELECTRIC METAWC TUBING :(ELT)' SHALL BE GALVANIZED OR ELECIRO- GALVANIZED. FITTINGS SHAD. BE OF THE COMPRESSION TYPE. EMT. INC OR HEAVY WALL CONDOR SHALL BE USED FOR FEEDERS AID BRANCH CIRCUITS [AN ABOVE -SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. EMT SHALT_ NOT BE CONCEALED IN POURED CONCRETE SLABS OR WALLS. B. FUMBLE METAL comport MAY BE USED ONLY FOR SHORT FINAL CONNECTIONS FROM J -BOX TO - FIXTURES. AND EQUIPMENT AS PERMITTED BY CODE AND AS DESCRIBED' ABOVE._ LENGTH OF ANY REXIBLE CONDUIT SHALL BE C CONDUIT SHALL NOT BE INSTALLED N OR THROUGH DUCT WORT(. D. CONDUIT N THE CONCRETE SLAB OR UNDERGROUND SHALL BE RIGID GAE_v CONDUIT OR SCHEDULE 40 PVC RIGID CONDUIT. STUB -UPS. ABOVE iI€ FINISHED FLOOR. TO PANELS .. AND BOXES. SHALL BE RIGID STEEL CONDUIT. E PVC CORDIAL IS NOT ALLOWED UNDER. ANY CIRCUMSTANCE IN CEI.NG OR WALL - CAVITIES WIRE SHALL BE'SNGLE: CO#DUC.TOR COPPER WOOL 600. VOLT INSULATION. Ito AND SHALL BE SOLID. 1 AND -LARGER SHALL, BE. STRANDED. MITINDM IN RE SIZE SHALL BE t2 HOWEVER I18'11AY BE USED FOR CONTROL WRING. ALL VFW AND CABLE SHALL BE MEW MD SHALL BE BROUGHT TO THE SITE IN uNeNoNDI PACKAGES. ALL WIRING''OF ANY TYPE MUST BE IN CONDUIT, A. GENERAL WIRING SHALL BE THIN. (ALUMINUM CONDUCTORS ARE NOT PERMITTED.) B. HNAC CONTROL BARING SHALL BE 8 - #16 AIRS MULTI- - COLORED CABLE WITH 600 V INSULATION. UQUIDTIGHT FLEXIBLE CONDUIT (1' -0' MAX.. LG.) FULL PERIAM ROOFTOP EQUIPMENT CURB OR CONDENSING UNIT RAIL. RIGID CONDUIT-SIZE AS REQUIRED WP RECEPTACLE. POWER & CONTROL CONDUIT ROOF PENETRATIONS. FOR CONTTMATION. SFF OFTNI.O EXISTING JOIST (..LOCATE SO NOT TO OBSTRUCT ANY SERVICE TO RTU OR READING OF. NAMEPLATE 2. DO NOT INSTALL CONDUIT THRU CURBS. USE SEPERATE ROOF PENETRATIONS. 3. PITCH POCKETS ARE NOT PERMITTED ROOFTOP UNIT CONDUIT DETAIL NTS TT-37 NOTES ( CONT'D) 9. OUTLET BOXES AND COVERS SHALL BE GALVANIZED. ONE - PIECE. PRESSED STEEL KNOCKOUT TYPE. 10. JUNCTION BOXES. PUtL - BOXES AND COVERS SILL BE GALVANIZED STEEL. CODE GAUGE SIZE. CONTRACTOR TO PROVIDE: CEILING ACCESS DOORS FOR CONCEALED JUNCTION • OR PULL BOXES. 11. A. FOR NON FOOD COURT TENANTS. TAE SWITCHES SHALL CONTROL SIGN. ENTRANCE UGH TAG. ANp.poW BANDOW UGFRYIG. , LSE PARAGON TYPE 7007-0 OR.EQUAL, 24 HOUR, 7-DAY-TYPE. B. FOR FOOD COURT TENANTS, THE LANDLORD ,HAS. PROVIDED A AIALCIDN - BOX ABOVE THE CEILING FOR CONTROL OF THE TENANT'S STEW (720 VOLTS). - THE LANDLORD WILL PROVIDE A l /2' CONDUIT FROM THE..JINC'RN B01C TO THE SIGN. PARING FROM. THE JUNCTION BOX TO THE E'SI N MITE TENANTS RESPONSIMAY. SEE iNWLODS DRAWINGS FOR- LOCMION. 12. 'MANUAL MOTOR STARTERS. WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS WERE A TOMADC OPERATION IS ROT REQUIRED. SINGLE PHASE STARTERS SHALL BE SQUARE 0 OR EQUAL. THREE PHASE- STARTERS SHALL RE.PROVIDED WITH OVERLOAD DEVICE IN EACH ERASE. LhW'.VOLTAGE MAC71EfDC MOTOR STARTERS SHALL BE USED FOR AUTOMATIC FAN. OPERATION- COIBPUTION STARTERS. WHEN USED. SHALL CONTAIN FUSIBLE SWITCHES. - o \us sz ` Description MAIN BUS RATING Description ELECTRICAL DATA F TO BE COMPLETED BY TENANT K.V.A. AMPS K.W. K.VA AMPS PANEL NO. 3 37 - CErc Watt• No. 111111111 TOTAL Cird Wade N. . No: -A, ` ' - Description 3, ®® 2 5 E ® � ®�i 7 - ®® - �IAi® ® If 9 till i ®!!ice ' 1T - NM !} 1 ■■ fi3�` fail 19 -' tia IEMIIIIIIN 119111 2I- AIM M'PIM ME fife IIIIII 23 '. am 1F.);oiinsI 2 SO P1111321 25 ®i :v NIS Ell ^ . .nM 36 OM 39 - - 3/1 47 42 AMPS Description.. ,TOTAL The Richard E Jacobs Group sewer', eV5 T111S SHEET`& 11G-01 MUST B INCLUDED AS PART OF TENANT'S SUBMITTAL TOTHE [LANDLORD'iIDDie 1/33/96, Description Lighting (recessed) Lighting (surface) , Receptacles _Later Heater Q6YAC. tans. etc iiceWaneous si Reserve TOTAL Connected Gross Leasable Area = Potts /Sq Ft. ^s. NOME THE COOLING AND HEATING LOADS. SALT.' BE - INTERLOCKED SO AS NOT TO SIMULTANEOU THE. LARGER OF THE TWO LOADS SHALL BE USED TO .?DETERMINE THE TOTAL CONNECTED. NOTE: LIGHTING K.W. ; FROM: LOAD SUMMARY TO BE USED IN H.VAC. CALCULATION FORM, SOUTHCENTER SYSTEM DESCRIPTION' . If any part of the tenant's electrical service /Lns,.toltatlon Is not existing. tenant she 1I AnstaLI and /or f Urn ISit a ll. egclpment. condo ltd, Wiring, etc `. Iron (and toed' s _sere i ce <w i reeay, s.I te'tiboard, `bus duct, etc. > to the . tenant's prentses -and shalt be subject to 'londtor:1 s- 'pr U. 'Tenant to verify on loiidtord rings. and rIth Landlord' representative the extent of ,.; exi sting port)ons of system, system vat tape, send slAOS. Tenant she And :Icote on tenant's peens - Al t design InformatIon required: for .the coeptete electrical system - to AN Installed,/ See 'Service Installation Note' -on dr'NWAltg -TEE -1 foe, . The tenant.shod furnish and Install nll- condulS. cabte.:.equlpeent, t lghttng fIxturet. poneto, trarisforners, etc. AS required for a conpCete I nstol lotion per the Nat Iona I.; Elect.' Icel..Codes londtord requlrenents°ond the Local, ,outhcrlty havIng,Jurlsel IctIOn, The .tenant shaft furnish and instatL a smoke control system within the...' Premise's as'noted on TTE " And/or TIN drawings. ' If not Installed by the l'andlor'd;` the tenant shell instal I conduit to obtAin tel ephone service from *the (peel Lit ty conpany. All wiring. and I nste I lotion IS by the?°lenant and at the tenant'. s' expense. No panel or f l ex lb le.cond&lt She; tI be located In the denis,J ngvall. 6. All electrical 8 telephone equipment shall be. located on 1-3/4' plywood;. paned whleh shall be mounted to a- masonry yak I using minimum 1- 5 /8'.,iinIStrut. linistrut -is not necessary for mounting plywood to stud Malts. .'SCNTT IHMIILe ISM I∎ " H.V.A.C, CALCULATION FORM PHASE I HER ' ' "E 76 F € 50% R.H. OUTSIDE 84 F dD/ 68 F wb HEATING SPACE 7E T OU DE 21 F SENSIBLE ROOF 'U" = O. CLTD = 68 • , HEAT LOSS HEAT GAIN TENT, AT GAIN` ITEM 1. ROOF AREA a _ LDRRDOR WALL 3 OUTSIDE WALL 4. LIGHTING BE BE S PEOPLE TINY FACTQI . MTOR1 FACTOR �� 428- 416 . IIIIMIIMWIIMIMd = CONNECTION : K.W. - - - GLA/100 ." PEOPLE M - * EIIII WIMIMINEININ -- - , CFI±/ : FACTOR DTUH . _. MI - SE E BTUH CF 6. APPLIANCES 7. OUTSIDE AIR D. FAN MOTORS TOTALS TOTAL = LSENSI: COOLING SEE APPLIANCE CALC • ' - !4 A ' MS .5508 , ., 11Minn 1� - _- + LATENT)= 1ITUH 1.08x •.. • T •' )I( LIGHT. ENTRY SHALL MATCH ERMINE ELECTRIC LOAD SUM •.` ON 'ELECTRICAL DATA FORMS' )I(WALL FACTOR ' 0•' IDE WALLS .•, = 3.40 SMUT t,BB.. '- SOUTH WEST - 3.7 • ANY TENANT REQUIRING REPAIRS, MODIFICATIONS OR REPLACEMENT OF EXISTING BOND UNIT, AHU OR EVAPORATOR COILS MUST REPLACE T TIE HVAC SYSTEM WITH A NEW ROOF TOP UNITS). • REFER TO PHASE I AND PHASE I SYSTEM [ ESCAPTIONS ON SHEET TTM-2 FOR DESIGN CRITERIA. METHOD #1 USE MIS METHOD ONLY WHEN SPACE EXISTS BETWEEN ANGLES ROAM BOTTOM CHORD KEY PLAN NO SCALE /\ 4 xotg; i. REID VERIFY LANDLORD'S APPROVED LOCATION OF H.VAC. EMUIPUO WRN I MARE 5 MPASSENTADVE BEFORE PROCEEDING. 2 t R 20 0 1 { MME DRAWINGS FOR H. VAC, EWIPYtM AND Rat... JDFT LOCATIONS FOR EQUIPMENT 3. 9ZE OF STRUCTURAL SUPPOR(_ ((8005, ANGLE PROPER ETC.) ME low. no SHM. BE RIMMED IF TENANT OR TENANT CONTRACTOR AS RFAUgtED fOR SUPP011T ANO SDSICITMSLL MTLECSMIY. •. DO NOT ORE. HOLES IN CEDING STRUCTURAB. mein MESS APPROVED BY IMMURE/ W WRING 5. UNLESS MIDGIIFD OTHERWISE ON SMUCI VIAL 0MWNGS: A UNITS UP TO TN00 LBS. TOTAL WEIGHT SHALL BE SUPPORTED 00 A MMOMIM OF MO (2) JOISTS. B TARTS GREATER THAN TOW 1.B5 BUT LESS MAY 2020 LB5. IOTA. NOME SNU. BE SUPPORTED ON A WORM OF TINGE (7) JOISTS, C MAXWW TOTAL WEIGHT OF ONE UNIT M 2000 LBS EQUIPMENT SUPPORT DETAIL 0 N.T.S, TT-35 U MAW ANGLE TO JOST- BOR CNDRO OF JOIST P HAS E I • TO PHASE I AND PHASE I SYSTEM DESCRPTIONS ON A. HVAC AND TOMMT MR COMMUNING UNR(S). SIZED PER SEIS HEATING TOTAL CALCULATION FORM. 0041206 SEAL BE IBL FOR PHASE I TENANTS. GAS IS NOT AVAILABLE, TENANT SHALL CONNECT TO WOUND PROVIDED OUT.F,.'DE AIR DUCT WHERE PROVIDED FOR MOBMAI FRESH NR REQUIREMENTS, OR INSTALL AN OUTDOOR NR NUKE THROUGH ROOF. RRSUTATE 000120ORK PER LANDLORDS REQUIREMENTS. MERE TENANT'S ELECTRIC HEATING REQUIREMENT EXCEEDS 6 KW A HEAT PUMP b NEEDED AS PER WASHINGTON STATE 1994 ENERGY CODE 2. TENANTS SHALL INSTALL TOILET ROOM INCLUOINO EXHAUST FAR RIO EXHAUST DUCT UP TO ROOF MOUSIER. B. PLUMBING 1. TENANT SWILL FURNISH AND INSTALL A COMPLETE TOILET ROOM WHIM THE LEASED PROMISES. LANDLORD HAS PROVIDED SANITARY AND DOMESTIC WATER CONNECTIONS F,OR TENANTS TO L/ILLRE TENANTS SHALL RUN A 4' VENT TNWU ROOF. TOILET ROOMS SHALL CONFORM WITH ADA REQUIREMENTS AND THE REQUIREMENTS OF THE LANDLORD. - • 2. WATER METER IS REQUIRED 6Y ALL TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTBITY AND dUSTA11 PER UTIUTY COMPANY REQUIREMENTS. PROVIDE METER YAM REMOTE READOUT AS REQUIRED. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPINIG SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE a MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED MANUFAC • R E.E.R. RATING CONDENSING UNIT MODEL NO. WEIGHT VOLTS/PHASE/HZ COMP PWR INPUT TOTAL COOLING BTU ACCESSORIES: LOW LEAKAGE SEALS ON O.A. LOW VELOCITY FILTERS REMARKS: MANUFACTURER MODEL NO. MANUFACTURER/ MODEL SOUTHCENTER MALL PHASE I SYSTEM DESCRIPTIONS H,V,A,C, SCHEDULES SPLIT SYSTEM SPECIFICATIONS SATURATED SUCTION TEMP F SATURATED COND. TEMP F AIR HANDLING UNIT MODEL NO. WEIGHT VOLTS /PHASE/HZ CFA TOTAL S.P. "WC RPM HP BHP DAM SEPARATE EL IC DUCT KW STEPS ACCESSORIES FUSED DISCONNECT SWITCH SLIP -IN MAGNETIC CONT 24V TRANSFORMER ZERO CLEARANCE THERMOSTAT TOILET EXHAUST FAN SPECIFICATION STATIC PRESS. "WC C. SPRINKLER • 1. TENANT S(ML- FURNISH AAd` INNSTALL A SPRINKLER SYSTEM WTNN THE PREMISES FROM THE LANDLORD,. 'S CONNECTION POINT. 2. SPRINKLER IS REQURED 180020 CEILING AT AU. ELECTRIC FAOTORS AND IN A RO MIXING BOX. a ALL OFSDN AHALL BE APPROVED BY ALL AUTIONITESHVNINO JURISDICTION, THE • THE LANDLORDS UNDERWRITER 18: MQMORY MRRUAL.. YINIRANOECOMPANY 2E060 GREAT NORTHERN CORPORATE CENTER. SU ESDU NOROI O M0TDU. OH 44070 2163624820 -:... D. SMOKE .DETECTION SYSTEMS T. - TENANT SWAT Y4STAU. A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE AIR HANDLING UNIT(S). 2. UPON OEIECNON OF TENANT SMOKE THH SMOKE DETECTOR SHAM SHUT ODWN THE ITVAC SYSTEM S) Ap20 REPORT'TO AN u000IVINTEA'S LADORA LI CENTRAL S . TOR PROVIDE REMOTE :TEST -ALARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTOR Ai LEA. IN SALES AREA CEILING TO NOTIFY M.G.R. WHEN SAONE''OETECTOR 6 ACTWATED.. RPM REFRIGERANT____ AIR ENTERING . SER Fdb EVAPORATOR- MODEL NO. WENT: L Fwb ALR LVG L_fdb Fwb ROWS "`CIRC_FIN TOT. COOLNG STUN SIBLE COOLING 0113( ESSURE DROP "COG COIL FACE AREA SO.FT. FACE VELOCITY FPM H + R SPECIFICATION VOLTS /PHASE /HZ ORS OTHERS CFM WATTS /HP' V/PH /HZ 12 win i- . . , T� e ' of • 1. r ' alIIB KEY PLAN NO SCALE a TIFTSIDE. WALL 4. LIGHTING XE0 S. P010.E MANUFACTURE MODEL PLUMBING I. LMDL.ORD.HA4 PRQWDED SMBTTARY, GAS MID:LXXAE5TIC WATER D. SERVICtyFOR TENANTS TO' UTILIZE SEE UI101000 S DRAWINGS TOR LOCATION OF 9HiVICES. ' 1. 2. . WATER METER IS REQUIRED-43Y ALI_ TENANTS. TENANT TO PURCHASE W • "FROM. LOCAL UMW ANO EAAEELL 9.5 PER ' RPJ VIDE METER ,WITH`REMOIE 76 °F 2 50Z N.H. OUTSIDE 8427 'db/ 68°F wb I- EATIN4G:SPACE 7P, ,O U M CFM • CALCULATIONS ASABLE AREA x 15 CFM/SQ.FT. _ NOTE+ MINIMUM STATIC PRESSURE SHALL BE .25' W.C. jIE WALL - FACTOR HEATING GAS .' TTY : - INPUT , OUTPUT -�. TO D:F :.(TES) -INN TIMER I • CHANGEOVER T'STAT WITH - PEA 00 - AUTD-OF'F AND FAN 'ONSVITC+ES IN SUB -BASE .. SMOKE 4)EjoLHON SYSIEIAS y ` 1ENANT SHWLINSTAL4A SMOKE DETECTOR IN THE SUPPLY A81 SECTION CIE TIE ROOP TOP UNR(S) , UPON' aviator; LLF TETWP` `. ' K` T'•" n�,eM,r�e ef°.'eKe. SHUT?DON RE MD ALARM IOR4:LOCATED OATTEE6O AT WAG FRONT STORE ND IO AN I ROFRW LALIORATOIIES 'W STAnaW'' M10 NgGR' r x - PROVDE:REMO -A(m ESET SWITEN/UGHTS AT DOOR FA(I, S E_ONE CTIQN 00010M (' Of TUKIgS(A APPROVED - 'Noy -2 9 2601 • AS NIL HAIt3GAL_ DBtAIL s�- e�GIPtCAT'TON 8�1t F TRIO SHEET . -& TTO. wC; ss MUST -BB II CLIIDBD, =A PART" OF 'B$ANT BUITTAL'TO ,`THE LAN°DLOWD "51DDTBO C ONTRAsC'I;OU ?'O BU:ILDIIl?Ci R*1 4/20/00 A0 . BUILDING 'G2' H.V.A.C, SCHEDULES. EXTERNAL S.P. OR N. INiIP. NP OUTSIDE AIR OUR.) ITN «ESC =GED .550 L AMBIENT HVAC RELIEF EGRAVITY) CPWR) DOWNTURN PLENRH4_ ANTI-SHORT CLE FILL PERIMETER CURB HEATER THROWAWAY FLCTERS 5- 7R. • WARRANTY SOUTHCENTER MALL BUILDING '02' SYSTEM DESCRIPTIONS a HVAC C. 1. . TENANT TO EU80SH AND . INSTALL ROOF TOP UNIT(S) SIZED PER 2EJISIBLE/WTAC FORM. HEATING" MO BE GINS OR ILE ON e ziRIeinumo TERANTs. GAS IS • TENANT sm.'. 00TNN GAS METER FROM LOCAL ANO. INSTALL PER GRIM' COMPNIY RDWIROAEHTS. SEE - UJIBLORD'S ORNWN� GAS METER LOCATION. COOLING SHALL BE El RO. _ LOW OR AN ECONOM2ER CYCLE 5 2. TE(ANT.SHALL ' RIR-0SN. MD INSTALL 1. 50050 RELIEF. DNS HAUL RE SIZED AS. INDICATED ON CALCINATION FWUO. IMAM .0010 ECONOMIES MAY UTILIZE HVAC REUEF.AS SMOKE AU. INLTALLED EQUIPMENT, ' ACCESSORIES, AND,PIPING SHALL .,11E INSTALLED PER IXIDE REQUIREMENTS = FOR SEISMIC AREA ZONE a MODIFY. INSTALLATION DETAILS`-T0 CONFORM ROOFTOP UNIT (RTU) SPECIFIekTIONS COOLING CAPACITY CAT AR. AIR ENTERING. CONDENSER AIR ENTERING,- EVAPORAT TOTAL CUDDLING: CAFE ' SENSIBLE COOLING COMPRESS IIR: SPRINKLER . TENANT SHALL FURNISH AND INSTALL A SPRINCLFA SYSTEM WITHIN THE LEASED PREMISES FROM -THE LNIOLORDS CONNECTON POINT. 2. SPRINKLER' IS REOUb1ED AMOVE dETIRIE AT ALL ELECTRIC MOTORS`MD IN AHU MIXING B ::.:. a All CROON SWILL BE APPRCAND)'TPE 02011ES IAA NNG JURISDICTION. THE LANDLORD�II C WIRLAL. ,, �: MCTORYMWRIAL 9ALTRAMOECOMPAIMY ' 2505 0 GRBATINORIBERN C01FORATE,I TTOR. - . : 218-38L,41320 , kXi 44070 .. - A ; ° 1.1 UM. Ca ,w,. to�cc .0381. H,V.A.C, SCHEDULES C R U-1 g Wry H.V.A.0 SCHEDULES MODEL ) AIR ENTERING - CONDENSER 95 Fdb MAIRIF -.a• awn. UNIT'WRWU) SPECIFICATIONS ' cnn, TNr CAPACiTL'-'(AT AR. CONDI ) MODEL AIR ENTERING CONDENSER .. 95 FdHg - =r ' VAT ,. - TZ EER RATING AIR ENTERING EVAPiRATOR b /�_4b TOTAL COOLING CAPACITY TUH TOTAL :VT. 'LIRS - SENSIBLE COOLING CAPAC BTUH " .. FAN ' a -, COMPRESSOR INPUT KV FgrO RATOR Z,, MN EXTERNAI SP. (YES7 (N ... 'WC HEA TING �A?ACITY ROTOR H.P. OUTSIDE AIR C (IN .. .,� GAS ff U MODEL 1b.... T1T STATIC PRESSURE . DRIVE CDIRECT)OR( L 6 19 RPM MINIMUM CFM CALCULATIONS LEASABLE AREA 59ZO x 1.5 CFM /SQ.FT. -= ‘a, CFM OUTPUT OR LOW ..BIENT CONTROL. TD (YES) OAT) TPHR) E [ZEN (YES) (NW HVAC RELIEF (GRAVITY) DOWNTURN PLENUM FLLL PERIMETER CURD THROWAWAY FILTERS ANTI -SHORT TITER :, •-CHANGEOVER T'STAT WITH - CRANKCASE4110A - -T- COOL-AUTO FF AND 5-YR. COMP. V FAN-AUTO -TIN- SWITCHES IN SUB-BASE JE#ROLL B 1 1 PEOPL MANUFACTURER KIT t-, EXHAUST MO a POWER V/ HZ PH MODEL ` CFM ANIR.P.N. E,S.P` DR E ` 10 .1 MOUNTING (CUR 7. OUTSIDE AIR ' SEPARATE PQWERE 111 HVAC /SMOKE RELIEF FM SPECIE TION MANUFA ER CFM .•.,. • V /PH /HZ •..., HP '. MO2/ PRESSURE _ WC -DRIVE (DIRECT)OR(BELT) R PM _STATIC NIMUM CFM CALCULATIONS; LEASABLE AREA x 55 CFM /SO.FT. `= CFM NOTE MINIMUM STATIC PRESSURE SHALL BE 25' W.C. H,V.A.C, SCHEDULES C R U-1 g Wry APT' - 1 4 RTV ROOFTOP UNIT (RTU) SPECIFICATIONS (Tr 4• 1( 111-14 -z) MANUFACTURER T III CLING CAPACITY i MODEL ) AIR ENTERING - CONDENSER 95 Fdb /PHASE/HERTZ �'"P AIR ENTERING EVAPORATOR 6'r Fwb EER RATING 2 T/ TOTAL COOLING CAPACITY i 2Sd TUH , TOTAL WT. f$ - / IBS. SENSIBLE COOING CAPACITY A7,750- BTUH EVAPORATOR FAN PERFTBmfANCE COT4PRESSOR.INPUT KW cfFh T3 9iI�IrI�t7 aTLSUa� CHI Pu ^i) CAP CITY EXTERNAL S.P. , ELECTRIC MOTOR H.P. HP ELECTRIC (NO) GAS (YES) D - ca ase , Tny } KW 1FTU7 OUTSIDE: AIR OWL) 5,60 CFM K. 1 S E - 'KFtt 041 -, T - OUTPUT A ER E 41 INTO) LOW AMBIENj� NTRDL TO 0 F (YES) HVAC RELIEF ,ri- � VITY) �Vj'$Y HP DOWNTURN PLEMI ANTI -SHORT CYCL TIMER AUTO - CHANGEOVER T'STAT WITH FULL PERIMETER CURB CRANKCASE HEATER HEAT -0131. -AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN - AUTO -ON- SWITCHES IN SUB -BASE TOILET EXHAUST FAN SPECIFICATION MANUFACTURER f w � CFM 100 WATTS/HP Y V /PH/HZ 1x0/14 a MODEL 866 3 RP STATIC PRESS, O WC RPM . (_ S, g * . SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION MANUFACTURER Per. CFM Si, AO V /PH /HZ 7 OA / 3J / A O HP H 1 MODEL 1b.... T1T STATIC PRESSURE . DRIVE CDIRECT)OR( L 6 19 RPM MINIMUM CFM CALCULATIONS LEASABLE AREA 59ZO x 1.5 CFM /SQ.FT. -= ‘a, CFM NOTE. MINIMUM STATIC PRESSURE SHALL BE .25' W.C. H.V.A.C. CALCULATION FORM PHASE II SUMMER SPACE 76°F @ 50X R,H. OUTSIDE 84 °F db/ 68°F -1rb HEATING SPACE 72°F OUTSIDE 2.1° F ROOF ''U'' 0.05 CLTD = 68 HEAT LOSS SENSIBLE - LATENT HEAT GAIN HEAT GAIN ITEM QUANTITY FACTOR NW _ FACTOR BUM - FACTOR BTUH `F: 15,1217 1. ROOF AREA 0.1-A. 59 SOFT.. 255 15,096 3.4 2 CORRIDOR WALL X00 SOFT. - 4.76 5,90:t " 852 1 _. 3. OUTSIDE WALL -0- SOFT. .230 -.. -- * . -o --- ; 4, LIGHTING * * CONNECTION 57.5% K.W. _ 3413 - 9 'tR0'f9 : 5. PEOPLE JE#ROLL B 1 1 PEOPL 315 35,290 '. .-- 36,400 G APPLIANCES SEE APPLIANCE CALC FLTRK -. : USN 101, 7. OUTSIDE AIR f„, - Asw = i1 - ILA x .2 CFM/SDFT. CFM 55.80 61 64O , - .. `Bb4 .. ( (r7 7,616 8. FAN MOTTOS _ HP. 2545 61°q Q TOTALS 80,514• 114,31 COOL TOTAL = (SENSIBLE • LATENT). 201 3 5.8 TIMM ING - - *IX LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY H� ORMS' ( /1/41,-I 1 • 1.. jCTj CAL DATA F *WALL FACTOR OUTSIDE WALLS - - t$IRTH =0.50 EAST = 1.00 SOUTH=0.75 WEST c TAD REMARKS i KEY PLAN NO SCALE PHASE I AND PHASE II \W► E. STRUCTURAL SUPPORT 1 . NEW RTU MAY REOUIREA00FDONAL ROOF SUPPORT BY RBNFORQNG OF COSTING ROOF JOISTS SYSTEM. 2. TENANTS ENGINEER TO DESIGN STRUCTURAL ST@a� F REINFORCING SYSTEM AND SUBMIT STRUCTURAL DRAWINGS AND LOAD CALCULATIONS TO THE LANDLORD FOR REVIEW ANO APPROVAL PROR TO FABRCATION AND INSTALLATION. 3. ALL AODITTONAL STRUCTURAL DESIGN AND INSTALLATION TO BE COMPLETED BY TENANT AT TENANTS E XPB16E. 4. NEW RTU MUST BE LOCATED OVER TENANTS PREMISES. DO NOT LOCATE ON RUSTING COMMON ROOFTOP EQUPEMENT PAD. SOUTHCENTER MALL A. HVAC 1, TENANT TO PUNISH AND MSTALL ROOF TOP UNITS) SIZED PER SENSIBLE,/7017L CALCULATION FORM HEATING LNY BE OAS OR ELECTRIC FDA PHASE M TENANTS. CAS IS AWIAMIE ON ROE: TOTANT SHALL OBTAIN GAS 140E1 FROM LOCH. UTMY AND MODEL PER UTILITY COMPANY REQUREMENTS. TENANT SHALL ROUTE GAS 'SERME TO THEIR SPACE AND EQUIPMENT WITHIN THEIR SPACE SEE 1//0LORD'S DRAWINGS FOR GAS SERVICE LOCAI10F tXXIlN6 SWLL BE ELECTRIC. LAW AMBRNT CONTROL. OR NA ECONOMIZER CYCLE S. REQUIRED ON AU. RILL'S. 2. TENANTS SHALL INSTALL TOILET ROOM INCLUDING ONAUST FAN WITH OWN' DUCT TO LAICLOR) PROVIDED CENTRAL TOILET: EXHAUST SYSTEM, PLUMBING 1. TENANT SHALL FURNISH AND *STALL A COMPLETE TOILET ROOM D . WHIN THE LEASED MIMES. !ACCORD HAS PROVED SANITARY AND DOMESTIC WATER CONNECTIONS FOR TENANLS TO UTILIZE TENANTS SHALL RUN A VENT TO LANDLORD'S VENT t SYSTOL MKT ROOMS CONPDRII WFTHAIL1 REQUIREMENTS - AND THE REQUIREMENTS OF THE LANDLORD: , 2. MATER METERS REQUIRED BY All. LARGE WATER USING TENANTS. TENANT 10 PURCHASE WATER METER AID INSTALL PER 2. NAND LORD'S REQUIREMENTS. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3 MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SYSTEM DESCRIPTIONS SPRINKLER - VM(9.1 LL FURNISH AND INSTALL A SPRINKLER SYSTEM VATNIN TAE- LEASED,PR6/SES FROM THE LANDLORD'S CONNECTION. POINT. •. ... 2. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVOC .IURISOLCRON,.THE LANDLORD AND FACTORY MUTUAL TEENANDLOIC$ UNDHRWRITLER PANVINvINOWAL INWMNCE 250506REAT.NOTETHERNI COEPORSTECENTER. NORTHROAs ED, OH 44070 216388.4820 iIRE DETECTION AND SMOKE CONTROL SYSTEMS (FDSCS) TENANT SHAD. INSTALL: A SMOKE DETECTOR IN THE SUPPLY AIR, SECTION OF THE ROOF TOP UNIT(S) AND AT STORE PRONE ADDITIONAL. SMOKE.DETECTOR'S ARE REOIARED EVFRY: OPEN STORE FRONT. TENANTS SIIIILL FINNISH NW INSTN,L A SMOKE.: RELIEF FAN. TENANTS SHALL - FURNISH AND'*STALL A STARTER FOR : CONTROL OF THE SMOKE REL.EF FAN. TENANT TO FURNISH MOD INSTALL A' 'FIRE DETECTION AND SMOKE CONTROL SYSTEM. ALL COMPONENTS TO BE SAME AS IAIROLORO'S 'EXISTING. INTERFACE-KINDS" LANDLORD'S SYSTEM TO SHUT DOWN TENANTS' IPAC ,EM - AND ENERGIZE TENANT'S SMOKE RELIEF FAN. SEE T OWNING FOR SCHEMATIC. KN17POY 11111 �� IE ri11111111 11 1 1 Z I 1111111 U h� TOTALS 1. LANDLORD HAS PROAOW SANITARY, YOB GAS AND DOMESTIC 1 WATER SE RACES FOR FOOD COURT TENANTS TO UIIUZE. SEE LANDLORD'S ORAMINGS . FOR LOCATION OF SERVICES. 2.. TIATBILMETER B REOUARED BY AU. FOOD COURT TEIWdB. TENANT To puRCHASE WATER METER FROv: LOCAL UTILITY A16211STAIL PER UTMY COMPANY REQUIREMENTS. PROVIDE METER . REMOTE•READOUT AS RtzcitERED. �'.. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING •„ SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA-ZONE 3. MODIFY INSTALLATION DETAILS TO 'CONFORM AS REQUIRED. CLTD = BB HEAT LOSS 11(1./ALL FACTOR 4. L.ICimTINO NNE* 5. PEOPLE H,V,A.C. CALCULATION FORM FOOD CO CE 76 °F e 507. R.H. OUTSIDE 84°F db /. 68°F rb HEATING SPACE 72 °F_Otl . DE 21°F .'? - LATENT N GAIN FACTOR BTLM FACTT>R FAC ':. B SMOKE 'DETECTION SYSTEMS TREND SALL NISTALLWA SUMP DETECTOR IN THE SUPPLY AM 1 5ECTNBIOF THE ROOFTOP UNIT(S). WON DETEQRON OF TENANT SM SMOKE DETECTOR SIW.L ' WAD SYSTEM( NI AUOW MSLN. AWdF SHUT ` „y 4 , ', AT THE -FRONT THE STORE AND RREEPPORRT 79` AN _. ' .. LABDRATQM. TAE CENTRAL STATI CITY L'F etLA APPROVED ACO:V 2 9 601 AS L65TE6 ... -Butt: G D MS ON NINTH- '3HBBis A''TTO; I = =MUS H.B'INCI UDBD .PART'OF "T8I a A CO TTRACTORS -AND it RR; B1JII.DINO,.7>E83ttif8 FOOD COURT SOUTHCENTER MALL FOOD COURT SYSTENI DESCRIPTIONS 1. TENANT TO FURNISH AND INSTALL ROOF TOP UNITS) SIZED PER SENSIBLE/TOTAL CALCULATION FORM. (EATING SHALL BE GAS FOR ; s FOOD COURT TENANTS. GAS IS AMIABLE ON .ROOF. TENANT SHALL. ORION GAS METER FROM LOCAL UTLRT AND *STALL PER UWRJTY COMPANY REQUWEMEMS. SEE L NDLORD'S DRABNESS FOR GAS ,METER uusr TRO OLION. T BE SE AM9 ECONOMIZER NOT Amapa • -,PERMITTED.. .:- TENANF SHALL FURNISH AND INSTALL A- SMOKE RELIEF_ FANS SHALL - BE - SIZED AS NIDICATED:ON CACCIRATOONFORM. SPRINKLER SMALL FURMSH AND Isom. A SERYDBERS/STEM THE LD15ED PROEM PROM Nw,wisLosits t XINECRON' A eslow SHALL ; 9E NANNIES [`f AL ODES HAYING JURSOIC 0311. THE lANDLORO AMW 111.11UNL• TH A !DLO ID's +/C, I ONcpsOMALiNstIO NONC0MPlllid 2to30 LREAT NoRTHERI.foceeDRATE COLTER. SUT1i37D . NORPfOUABT®.OM44D7Q . B.B2-0820 •. . _ SOU lfl[C4iE R MECHA DETAILS AND SPECIfICATIONS Sheet 2: of 6 DECENT] Err CFT[IMML 'OCT 2 6 2O p�{tAIIT CENTER E. Ja Ob$ Group ' OMIT RN °Ni1 "tom ,IOe NUMBER - DATE L1IC :NMO SCNTTMQ2 GENERAL 0. ALL VDRK SHALL BE PERFORMED IN CONFORMANCE VITH ALL APPLICABLE CODES AND LANDLORD'S MINIM. REQUIREMENTS AS STATED HEREIN, IN THE LEASE, AND/OR IN TIE TENANT MANUAL CODE REQUIREMENTS, IF MORE RESTRICTIVE THAN LANDLORD REQUIREMENTS, SHALL TAKE PRECEDENCE, AND VICE/VERSA B GENERAL AND SPECIAL CONDITIONS OF AIA 201 AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. C ALL YORK SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE IF WORK BY THE TENANT AND THE LANDLORD. a ALL YORK SHALL BE PERFORMED AS INDICATED ON DRAVIIGS UNLESS FIELD CONDITIONS REWIRE MINOR CHANGES TO BE MADE. MINOR CHANCES SHALL BE MADE WITH NO ADDITIONAL COST TD THE TENANT. E ACTUAL LOCATIONS OF LANDLORD'S SERVICES MIST BE FIELD VERIFIED CHANGES TO COffOR( TO LANDLORD'S SERVICE LOCATIONS SHALL BE MADE AT MM ADDITIONAL COST TO THE TENANT AND/OR LANDLORD. F. MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED BY LARAMIE SUBSTITUTIONS MAY BE MADE TO THOSE SPECIFIED IF DEEMED EQUIVALENT BY LAIDIAR. ITEMS NOT SPECIFIED HEREIN BALL FEET LIINQ.LRB'S APPROVAL.. IF A CONFLICT OCCURS, TIE LANOARD SHALL RESOLVE SUCH w.T.TCT AYD TEE TENANT'S CONTRACTOR SHALL COM. TO THE LANDLORD'S ELISION G SUBMIT SHOP DRAWINGS OF AU. MAJOR EQIIPIENT FOR APPROVAL SUBMITTALS SHALL INCLUDE AIR AND WATER BALANCE REPENTS, H AS BUILT DRAWINGS - PREPARE AND SUBMIT TO LANDLORD ND TO TENANT •AS BUILT DRAWINGS INDICATING THE EXACT LOCATION OF ALL D ETWORK. PIPING, MD ALL EQUIPMENT INCLUDING TIE FAUIPMEN1 S AS INSTALLED. SIZE.), MANUFACTURER, MODEL NUMBERS AND PEFFORINKE RATINGS. I. SUPPORTS - EQUIPMENT. PIPING. DUCTYOPX, ER ANY WREN ACCESSORY SHALL NDT BE SUPPORTED FROU LANDLORD'S CEILING. SSFIT, NEUTRAL PIERS, PIPING, DUCTWORK, MET. RCOF DECK. LATERAL BRACING. BRIDGING, OR CONDUIT. ITEMS SHALL QTLY BE SUPPORTED FROM STRUCTURE WHICH HAS BEEN APPROVED BY LMDLOD 7SSPPORT. KIRK, J. ALL ROOF WO, PENETRATIONS AND REPAIRS BE TOTALLY PERFORMED BY ONLY THOSE ROOF. CONTRACTORS APPROVED BY LANDLORD NO SHALL BE PERFORMED AT THE TENANT' S EXPENSE K INSTALLATION OF AU. ROOF ROOTED EQUIPMENT SHALL DE CLEIRDINATED WITH LANDLORD'S DESIGNATED REPRESENTATIVE PLUMBING TENANT' S CNTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF TIE SPACE INCLUDING BUT KIT LIMITED T6 UTILITY COMPANY CONNECTIONS, SERVICE AtIDAR TAPPING FEES LOCAL, CONY, OR STATE SERVICE CHARGES, INSPECTION CHARGES AND PERMIT FEES, LNDLOD' S CONNECTION FEES, LANDLORD'S UTILITY CHART LLAND AD'S METERING CHARGES AND /OR LANDLORD'S EQUIPMENT CHARGES WHERE THE TENANT ELECTS TO RE -USE, AND THE LANDLORD HIS APPROVED THE RE-USE OR RENOVATION OF AN EXISTING HVAC ANWQR PLLNBING SYSTEM, REPAIR OR REPLACE ALL OR PART OF THE HVAC AND/OR PLUMBING EQUIPMENT TO ENSLNE PROPER AND EFFICIENT DPERATER.OF THE SYSTEM S) , ENSURE THE HVAC - SYSTEM IS CAPABLE OF MAINTAINING THE SPACE TE7PERATURES VITHIN THE LEASED PREMISES 01 ACCORDANCE WITH THE LANDLORD'S, LOCAL, STATE, AND FEDERAL REOUIRElENGA AND PROVIDE VRTTTEN CONFIRMATION TO LANDLORD OF ALL WARRANTIES IMPLIED. TENANT - ELECTS NOT TO RE -USE EXISTING EQUIPMENT, COMM. PIPING OR FIXTURES INCLUDING BUT NOT LIMITED 1 ANY ROOF MOOTED EQUIPMENT, TENANT SHALL AT T`LANT' S EXPENSE RODE SUCH PMTS IF THE SYSTEM AND EQUIPMENT NOT BEING i2- L,'"E0 INCWDING CURBS AND UTILITY SERVICES TO SUCH EQUIPMENT, CAP ALL PIPING AT LANDLORD MAINS TENANT SHALL PERFORM ALL NECESSARY REPAIRS 10 ma: RTXFIA6 $TEN AND/OR ADJACENT CONSTRICTION IN ACCORDANCE WITH TIE ENffi.OtBS CRITERIA AND DETAILS INDICATED ON L N ID'S TECHNICAL DETAILS A!T SPECIFICATIONS DRAWINGS. DEFICIENCIES - AND NON -CONFO NING ITEMS - IF, AT MY THE BRING THE TERN IF THE LEASE, LANDLORD. DETERMINES TENANT'S EQUIPMENT DR SYSTEM HAS NT BEEN NANFACTIRER' SNST A0 RECOMMENDATIONS OR LL.tD'S MCOUIIit1ENTS [ LANDLORD MAY, IN ADDITION TO ANY ODOR RIGHTS AND RE/DENIES IT MY HAVE AFTER GIVING FIVE (5) DAYS WRITTEN NOTICE TOTEM/TT OF ITS INTENTION TO DO SM CORRECT SUCH DEFICIENCIES AS IJANDRD MY ELECT TO PERFORM FOR AND ON TENANT'S BONE. TENANT STV..L DEIDBtRSE LANDARD FOR ALL COSTS INCURRED BY LANDLORD FOR TIE CORECTOR& TE TIE DEFICIENCIES PLUS A FIFTEEN PERCENT (ISO AAINIS NATIVE ONRGE. THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE ID LAADI.00 UPON DEMAND FOR INSTALLATION OF EQUIPMENT, CONTRACT. SHALL ONO. TO LANDLORD'S DETAIL DRAWINGS AND NEDIANICAL DETAIL AND SPESIFICATIiT DRAVIGS A PLUMBING SERVICES HAVE BEEN PROVIDED FOR TENANT'S USE ID4ANT SHALL EXTEND SERVICES PER TENANT'S AND UNBIND' S REQIIRDENTS SEE LANDLORD'S BUILDING DRAWINGS FOR LOCATOR. THE TANKERS HAS PROVIDED A DOMESTIC WATER, SANITARY VENT AND SANITARY SERVICE THE TENANT SHALL CONNECT 113 THE SERVICES (MANDATORY) TENANT SHALL EXTEND SERVICE PER LANDLORD REQUIREMENTS NO PIPING.. SHALL BE INSTALLED IN DEMISING HALL A HANDICAPPED ACCESSIBLE TOILET RNA IS REQUIRED IM EAOH TENANT SPACE EXCEPT FOOD COURT AND Q AREA TENANTS. Q AREA TENANTS DM ELECT AND ALL NON- FUODCOUNT TENANTS WERE SME DOES NOT EXIST, FURNISH AND INSTALL A MINIMUM CF ONE WATER CLOSET, ONE LAVATORY, DIE FLOOR DRAIN, ONE 6-GALLON EATER HEATER, AND ALL OTHER REQUIRED MATERIAL AND EQUIPMENT FOR A COMPLETE TOILET ROOK. TOILET ROOMS SHALL E AS REQUIRED BY APPLICABLE MES NT ADA. MATERIALS 1. ALL MATERIALS SMALL E NEE. USED MATERIAL SHALL NOT BE PERK (TIED. 2. GAS PIPING A. SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE SCREWED FITTINGS INSTALLED PER UNDLORS, STATE AND LOCAL AUTHORITIES', ma THE UTILITY UOPANT REQUIREMENTS GAS COCKS 2' AND SMALLER SHALL E SCIEIED IRON PLUG VALVE 200 PSI, 2 -1/2' AND LARGER SMALL E IRON RANGED, PLUG VALVE, 200 PSI. A. PAINT ALL GAS PIPING EXTERIOR TO THE BUILDING, YHICH WAS INSTALLED LAVER THIS CONTRACT, WITH TWO COATS OF DARK BROWN RUST RESISTANT PAINT. PIPE SHALL E CLEANED PRIOR TO DAINTY. c GAS PIPING ON ROOF SHALL BE INSTALLED AND SUPPORTED PER DETAILS d. THERE SHALL E NO VALVES OR UNIONS INSTALLED IN RETURN AIR PLENUMS, a BURIED UNDERGROUND AHD BELOW FLOOR SEVER AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH APPROVED COPRESSION JOINTS. UNDERGROUND SEWER PIPING SHALL E A MINIMUM SIZE OF 2'. MINIMUM IF I/8' PER ENT T SIN., ti HUB JOINTS ARE NOT PERMITTED. 3a. UNDERGROUND SEWER PIPING AND FITTINGS MAY BE PVC -IRA' AST/I- NNS-78 SCHEDULE 40 WITH SOLVENT WELDED JOINTS. UNDERGROUND SEWER PIPING SHALL DE A NINIMM SITE OF P. MINIM OF I/8' PER EMT OF SLOPE 4 4. ABOVE ORONNO, ABOVE OR BELOW FLOOR, SETTER AND VENT PIPING SHALL HE SERVICE WEIGHT CAST IRON PIPE NITH NO HUB JOINTS PVC AND ABS PIPING ARE NOT PERMITTED. 5. UNDERGROUND AND BELOW FLOW HOT AND COLD HATER PIPING SHALL BE TYPE 'N' COPPER PIPE ER TUBING NITH SIL -FOS 15 SILVER BRAZED JOINTS. 6. ABOVE FLOOR HOT AND COLD WATER PIPING SHALL BE TYPE 'L• COPPER PIPE WITH 95-5 SOLDERED JOINTS OR SIL -FOS 15 SILVER BRAZED JOINTS INSULATE ALL ABOVE GRODO, ABOVE OR BELOW FLOOR, HOT AND COLD WATER PIPING WITH A MINIMUM IF 1• THICK FIBERGLASS PIPE INSULATION VITH A VAPOR BARRIER AND E PEDEN RATED PE -MOLDED FITTING COVERS ON 1' THICK CLOSED CELL PLENN RATED INSULATION INSULATE ALL UNITARY LIES SERVING TENANT SPACE WHEN REQUIRED TO PREVENT CONDENSATION RESULTING FROM TENANT'S OPERATION ALL JOINTS NALL BE INSULATED MD SEALED WITH VAPOR BARRIER CEMENT. ALL INSIXATIDN, VAPOR BARRIERS, PRE-MAED FITTING COVERS, ETC. SHALL HAVE SURFACE DARNING CARACTERISTICS MOT EXCEEDING A FLUE SPREAD RATING OF 25 AND A SMOKE BEVELOPED RATING OF 50. B. FURNISH AND INSTALL DIELECTRIC UNIONS FOR DISSIMILAR PIPING MATERIALS, ALL BACKAWA PREVENSS, VALVES, UNIONS, BYPASS PIPING AND TESTING AS REWIRED BY TIE FIXTLRE MANUFACTURER. BY THE LOCAL UTILITY AND CODES PROVIDE ACCEPTABLE SUPPORTING DEVICES FOR AL PIPING. LEON 10. GAS METER GAS METER - PEASE I - NOT APPLICABLE GAS NETER - •G2' - PHASE II - FORD COAT VINE GAS IS REWIRED TY TENANT'S APPROVED DESIGN, INSTALL AT NO EXPENSE TO L.NDARD, A WS METER COMPLETE VITH REOLATLRCS). SHUT OFF VALVES. UNIONS AND ALL OTTER ACCESSERIES PER LOCAL UTILITY COMPANY. LOCATE METER AS DIRECTED BY LANDLORD AND UTILITY. 11. ALL FOOD TENNTS AND AMY HICK HAZARD TYRANT SHALL FURNISH AND INSTALL A REDUCED PRESSURE SACKFUL! PREVENTER I2. WHERE REQUIRED BY LOCAL AUMERITTES NO UTILITIES ALL TENANTS SHALL INSTALL HANEL& PREVENTIOL CONNECT TO LNMLLRW S SANITARY AND COLD WATER PIPING AT LANAOtD' S POINT IF SERVICE WANT. POSE ITENNIS ND FWD CART TENNIS SN.L CONNECT TO MOUND SUPPLIED SANITARY VENT SYBBIX MERE ADDITION. POINT(A IR INCREASED SIZE OF SERVICE IS REQUIRED CND APPROVED BY LADLORD) ENPLOY LANDLORD'S CE TRACTIR.TO PERFORM THE WORK PER THE LMHIURITS CRITERIA AT NO - EIDER TO LANDLORD. SEE PLAN FAR LOCATION. ALL TENANT VQN PERFORMED ABOVE THE CEILING OF OTTER TENNIS SUN M qE COORDINATED VITA OTHER TETANT(S'1 AIM LIDDLDRA AIR CHAMBERS ARE REQUIRED EN EACH NOT ANCaR WATER SUPPLY TO EACH PUNNING FIXQNE OR PROVIDE MTEM SHOO ANE RDERS SIMILAR TO J. R. SMITH •MYDRITRa' SERIES7000. SIZE AS RERRRW HP TENANT PUNNING - SYSTOL PLUMBING FIXTURES - TIE FILLONIWO IS A MINIMUM SPECIFICATION FOR 1. INTERCEPTORS a. GREASE INTERCEPTOR NINA. BE INSTALLED IAERE TEQIIED WY STATE AND LOCAL CODES MO LANDLOD'S RERIMROENTS TO RECEIVE WEISE LATE 4 -HASTE .TFIVINTS RUMUTOL • mamas sta.. STATE INTERCEPT .AN AU.OHPAC17Y MIS 6 P.N. AHD PONDS OF, GREASE STOO1GE, FLEA Emmett, NO nuns OF MEASESTSAE SHALT. XE:CALE LATER:. PER THE GENE TRAP NAMFACURERLS GUINL'DEAL COTT -. RACIAR SNAIL VDT Ni FIXTLREt WRONG TO GREASE TRAPS AND TIE GREASE TRAP. • h GREASE INTERCEPTOR MALL BE CAST i R' SMITH 0000 SERIES, COMLETE VIM FM BN(TA'.L IN LOCATION AND NEON APPROVED BE LANDLORD MD THE LOCH. PLUMBING ND.HEALTH DEMANDER COES. NU STIRS FIR .HAIR SALTS, PET STEPS, MD EYEGLASS LABIRA1UBIES - INTERCEPTORS SHALL :DE ETPL"TM 1R SMITH 8700 SERIES -. a FOOD PREPARATIDR ALINING FIXTASET SHALL BE STAIN.ESS;SIFEL • 110 SHALL BE FURNISHED, INSTALLED ND LTNSIRNCTED : CONFORM TO All CE;LS, WAIN DEPARTMENT AND MELON SANTTATTNG FOIHDATIL A 3. WATER CLOSET - AMERICAN STANDARD 210a 408' SADETRVE. CNN( APPLY ND STIP VALVE, AND EN FRONT VNITE SEAT AND SEAT COVER. SET AT ADA REICH. 4. LAVATORY ANERIEM'STANDARD 9146 NEEL CHAIR LAVASBRY 27 X20' VITH WALL HAMM, CHIDE SUPPLIES AND SM., NT 1 -12 ORM TRAP WITH GLENN TL EURNIN WITH CENTER SET FAUCET; SELF CLOSING WITH FIN RI:GUERTIN, AMERICAN STANDARD PIAR ECE EQUAL MINE PLATED R'Q WITH 7723.01ID DRAIN/OFFSET TAIL 5 WATER HEATER (NINIDAN - A 6 SMITH - 6 GALLON, 1500 SATES - iNRLATED P02:BERGY WIG. 71P VALVE STALL RE PIPED RILE . :SIZE NM SAE - VOTED TO A DRAIN PAN OR FLmR DRAIN BEATER - HAVE"A 5-"YEAR WARRANTY. . E. WATER BEATERS DALL CQfNRU TB ALL ENERGY (DES AND SHALL BODE AiE A 2-GML l TERNAL OPANSION NHL HEATER SHILL E ELECTRECIST MS FIRED ANN`SWl 7!L'JRPIRATE A TOPERATUTE-PRESTORE RELIEF VAWE PIPED 1O A FLIER TRAIN. 7. *DC WATER HEATERS NE INSTALLED DAB VETHE FINISHES CEILING, ITTAL(HEATERS IN A'3' DEEP WATER TIGHT' FL* YLIH- RELIEF VALNEPIPED TO PAN AND PM SAFE WASTED TO M APpON MEO- FLOG RAIN f!3 FIRED. WATER AEASETS SOALLNOT E INSTALLED IN CONCEALER CEAA ER SPACES AND SHILL BE'LOCATED M;A.SEPARATE AWN PROVIDE Mein?* AIR FOR WS FIRED HATER (EATERS WITHIN A ZERO 1 PESITIYEPNESSRE OVIROAf71T. INSTAMTMEO)S UNDERSIN( TYPE EWER SEATERS ARE ALSO ACCEPTABLE a MAD SIZES, FAUCETS AND SPECIALTIES ANLL N FNMA. MD INSTALLED PER HEALTH BEPART1ENT BEMIRE/EMS AND ALL APPLICABLE DEES 9. FLED DRAIN - J. R SDTN FIGURE 2010 - NTH A NICKEL MATTE DR SATIN NINE FINISH VITH PRIER TAPPLN6 KW REWIRED FLU! MAINS SERVIG ALL MBA DISPENSER PASTE LINES _-_ BE PROVIDED YIIN TRW PRIMERS - - 1a CLEAN ATTS - J. R SMITH 4001 SERIES WITH NICKEL NOME OR -- SATIN Raga FINISH TIP NO TAPER. THREAD BROW PLUG Al SIZES SICK ON PLANS. AT- tLENOUTS SHALL 7E INSTALLED 1N FINISED -FLOOR OR NNE.. CLENOUTS .UNSEX. SLAB ARE MT ACCEPTABLE: 11. TRAP SEAL PRIMER VALVE - G R. SMITH FIGRE 26991 72. WATER NETER a. PHASE 1, GB MB FO N CART - INSTALL AT PO EXPENSE TO LAIBISD. A WATER tETER IN AN APPROVED LOCATION PER TIE LOA_ WATER ABILITY COPANY ND LmouarS - - REWIREIUITS. CONTRACTOR SMALL PAY ALL FEES AND LANDLORD CHARGES ASSOCIATED 11111 METER N0 TETER INSTALLATION. b. PHASE 11 - WATER SUB - NETER 15 REQUIRES OLY DY LARGE WATER CONSUMING TENANTS WATER IELER. TO BE INSTALLED BYTEHMT WIW.ETE WITH UNION AND-SERVICE VALVES. TENANT TO PURCHASE AND INSTALL NIGER NODE. SC Q APPROVED EQUAL BIGITAL READ BUT Him. FT. LOGTE WTFR P-6' AFT IM AREADILY ACCESSIBLE LOCATION = III. FIRE SUPPRESSION SYSTEMS A TENANT'S SPRINKLER SYSTEM SHALL E,INSTALLED.FROM LANDLORD'S SPRINKLER RS,K MAIN SERVICE PRDVIEQ BY LANDLORD FOR THE PREMISES 114 THE EVENT A SPRINGER SYSTEM EXISTS, MODIFY - -CAE EXISTING SYSTEM IN DE EVENT TENANT REQUIRES LARGO/PRUNER SERVICE, TENANTS CONTRACTOR STALL EMPLOY LMDLONOPS CONTRACTOR TO INSTALL INCREASED SIZE IF SERVICE PER LJNOAtD REQUIREMENTS. THERE SWLL BE ONLY ONE CONNECT. PER TENANT.. THERE SHNJ-. RE. T CROSSNESS TO EITHER TENNTS OR MALL SYSTEMS. fl PROVIDE A SPRINKLER SYSTEM FIR TIE ENTIE'PROIISES IIRDJDING'ALL PIPING AND ACMES PER THE REQUIRIIEIIS EL ALL APPLICABLE CODES, FACTORY PUTRA., NFPA -13, LANDLORD AND LAIELONOS FIRE NO CASUALTY INSURER - C ALL PIPING SHALL E HYDRAULICALLY DESIGNED 111 RD INSTAUJED PER NFPA-13 ORDINARY HAZARD, CLASSIFICATION GROW II. - HYDRAULIC CRITERIA FOR SYSTEM DESION SHALL - DE' . ' DENSITY - 6 18 TIN PER SQ. FT. - - FIRE AREA - NEST REFINE 25000 ST FT. VITH A 900 CON HOSE ALLOYANCE OBTAIN RN AND MORE FROM LOCAL AUTHORITIES OR LANDLORD'S INSURANCE UNDERWRITER. PIPING !BALL BE PER NFPA, -IR IF NONE STRIMENNT FN APPROVED MXIMUM SPACING OF SPRINKLER HEADS SA DE I30 S6 FT. PER HEAD IN SALES AREA MD 100 MET. PER HEAD IN STORAGE AREAS OR HIGH HAZARD TEAS E SPRINKLER IEAOS IN THE SAES AREA SHALL BE CStEALED/FLUSH ID SENT- RECESSED PENDANT VITH AN ESCUTCIEOL SPRNDLER HEADS IN SMCK RI)5M SHALL BE RECESSED OR (PRIGT, BRASS IR CRIME. SPRINKLER MEADS IN CONTROL AREA (STOREFRONT PIP -AT) SHALL E CONCEALED/FLUSH TYPE. FACTORY PAINTED TD MATCH CEILING COLOR TEID'ETRATURE RATINGS WALL E AS REQUIRED BY LANDLOTYS FIRE NO CASUALTY INSURER MD/OR AUTHORITY HAVING JURISDICTION, ALL SPRINGER HEADS NMI E Q IBDERNRITER'S LABORATORIES LISTED AND FACTORY MUTUAL APPROVED. - 4 CONTRACTOR SHALL OBTAIN FROM LANDLORD THE LANDLORD'S FIRE AND CASUALTY INSIDERS MME, ADDRESS, AND PROJECT AND. WEER. PR11BR TO INSTALLATION, CONTRACTOR SHALL SUBMIT SEVEN (7) SETS OF CALCULATIOS NO SEVEN (7) SETS OF PRINTS OF SPRIN(L:ER.BESIGN TO LANDLORD'S FIRE AND CASUALTY INSURER FOR APPROVAL UPON APPROVAL AND PRIOR TO INSTALLATION, CONTRACTOR S44LL 1OaIARD ONE (1). REPRODUCIBLE SEPIA IF THE APPROVED DEMON AND TTM (2) BLUE LINE PRINTS, WHICH SHALL. HAVE THE LAOLOSIY•'S INSURER'S APPROVAL STNP, TO THE LANDLORD FM L NDLORD' S APPROVAL AND RECORDS. COTRACTOR TO OBTAIN ALL OTHER APPROVALS FROM APPLICABLE AUTANtITIES NM SUNLIT APPROVED PRINTS TO LANDLORD FOR WDLIRD'S REC4QBS. - !V. HVAC REINBURSE LPMBLO D FOR ALL COSTS IF DRAINING AND REFILLING LANDLORD'S SIRINO.ER SYSTEM WHERE SAME IS REQUIRED TO COMPETE TENANT'SSPRIKKLER SYSTEM H ALL OTHER CODE DR LANDLORD REQUIRED FIRE PREVENTION SYSTEMS AND ACCESSORIES SHALL BE INCORPORATED AS PARTLY THIS SCOPE Al MARL I. TENANT'S SPRINKLER' PIPING 4' AND LARGER SHALL DE VITH HANGERS AT EVERY BAR JOIST NEN INSTALLED PERPENDICULAR TO BAR .GISTS, AND V1114 !RANGERS SUPPORTED FROM TWO BAR ,BUSTS EVERT 10'-0' ON CENTERS NHEN INSTALLED PARALLEL TB BAR JOISTS.'- ALL IWEUS AND/OR SUPPORTS SHALL BE INSTALLED VITHIII 6• OF A MIST PNEL POINT. .G TIE MALL MANAGEMENT, TEE LANDLORD'S FIRE ARD.CANALSY 1NiT R, ARM THE LOCAL FIRE DEPARTDEIB HINT BE NOTIFIED AT LEAST 48 HORS PRIOR TO MAKING ANY MODIFICATION' TO Bit EXISTING FIRE PROTECTION SYSTEMS),, WORK SHALL E: COORDINATED SO THAT OILY QE CIA RISER OR UUTAIN IS RUT -IDVN FOR ANY GIVEN TIME SPRINKLER SYSTENCS) SERVICE SHALL. BE RESTORED 70 TIE AREAS AFFECTED AT THE END Of EACH NBECING DAY DURING NE E11ASTRMCTIBN PERIOD. PIPING TEST -.ALL ABOVE 0NDE PIPING INSTALLED BY MIS CIIRRACTOR SHALL BE TESTED AT A PRESSURE OF 200 LBS. HYDROSTATIC FIR TWO Ca PODS MO M. NOTICEAAE LEAKS TO BE REPAIRED' UNTIL TIGHT. TEST SHALL eE VIIREDSED BY THE OYNER'S REPRESENTATIVE AN CRITTEN CERTIFICATION OF/Si1CC ESSFIL TESTING SHALL BE SUBMITTED TO THE ENGINEER PRIOR TD FINAL ACCEPTANCE. THIS CONTRACTOR SHALL ALSO BE REQUIRED,TO PEN@RR ALL OTHER TESTS REQUIRED BY THE PREVIOUS SPECIFIEO;AGENCY HAVING AUTHORITY. L EXHAUST =DS MERE REQUIRED BY CODES AND/OR LAN LORWS PRE PERKY M0 CASUALTY' INSURERS), SHALL INCORPORATE AN APPROVED WTONTIC FIRE OPPRESSION SYSTFJNST COMPLETE WITH FAH IN7ERLa1K. AUTOMATIC GAS APPLIANCE S SO.EITID VALVE ELECTRICAL INTTTPEWCCSONT TRUPS) $ANAL C . PER APPLIEABLE �S,:.FPA,NO/ER ' LP ' m Rp S F ND ET CASUALT Y SYTINORCSS: ' .. .. MA TOY STIUE6 AN0 OTHER STORES THAT HAVE NIO(PILED STOOGE OF PLASTIC MATERIAL AS DETEMNLNDY BY THE LOCAL FTRE.ROMIALL NOJT LNN.OD'S FIRE NM CASTILTY INSURER ER SHALL BEDESIOED`iOC .3 cPU PER ' , 50 FT. OVER •THE KIST REMOTE 3000 SO, FT, , VEDIFY Rc'b'JIRDENI7. TENANT *AC "SETTER CRITERIA . L TENANT. SHALL DES101, FURNISH ANN INSTALL A COMPLETE mac SYSIEN' TO HEAT NO COL THE ENTIRE PREMISES IN STRICT COFI11NN E WITH THE CRITERIA AND LESCRIPFIOI CO RAINED ON LANDLORD"; I£CHAN CAL DETAIL AND SPECIFIC/MN ,BAVIES. TIE LEASE MOM TENANT a THE HEATING NM CDA ;SY STEM DESIGN. SNKL E RASED ON ME APPLICABLE STATE 4445 L CA. CMOS) AND71E IRF PROVIDED ON tIEATTACIED CALCULATION FORK HOOT IS DERIVED TRW THE LOST RECE DESERT CONDITIOS LISTED IN TIE AMERICAN SOCIETY OF HEATING, REFRIGERATION N0 00 AIR- CIT1QTNG'ENNGINED OCAS -K R AE) . Wm.. • FEAT GAIN CALCULATIONS SHAM, BE BASED UPON THE 1414111, DAY AND ROHR A: SAM, THORN AND INIFRRW_ HEAT GAINS USING CODE REQUIRED MINIMUM OUTSIDE AIR QUANTITIES AT DESIGN CONDITIONS. • ,. HEAT LOSS CO FPLATIONS SHALL DE BASER URN - DE FILL BEAT LOSS AND CODE REQUIRED MINIMUM OUTSIDE AIR REQUIRED:NITS DESIGN UNS) CBMIT(MS' (CUEDST SHALL-NOT T BE TAKEN FIR D OEU4A1. HEAT G. 5. .CAE FOLLOWING SHILL BE APPLICABLE TO THE CALCULATION' FIR SPECIAL OCCPANCTES , (E G. BEAUTY SALONS, PET STOFS, -BARER MPS, ME OR NOSE/ENT FACILITIES. PYOiOFINISNING ESTABLISH ENTS. ^RESTAURPAITS ETC. T. aL BIDE REQUIRED OCCUPANCY LEVEL b MBE REQUIRED OUTSIDE AIR QAMTITIES c ALL NEAT PRODUCING GAS Q ELECTRIC APPLIANCE LOADS 41111 LANDLORD APPROVED DIVFRSIT'C' FALTtIDS d - LMRJDD LACE -UP MR REQUIREMENTS ALL NNEIP AIR MUST DE CODITIIDED. 6 FORD TYPE 1R BTTEXBDOR PRODUCING T ENANT' S HVAC SYSTEM STALL MAIN A EN 51154E NEGATIVE PECULATE PECULATE DIFF BETVEEN.TIE PREMISES AND THE ENCLOSED NALL-MO OUER'CAROl A THE SDE'PING CENTER. 7. _ N01 ODOR TENANT'S HVAC SYSTEM SHALL MAINTAIN 'A SLIGHT .POSITIVE- PRESSURE DIFFERENTI EINEMTN IRE PREMISES AM TIE Emus= NALL AND OTHER COM AR EAS OF ME SHOPPING ECNTDt , „ R IAAESS OTHERWISE PERMITTED DY LANDLORD, O AIR RELIEF AIR, EUHAAST AIR OR ANY MI ER TYPE OF OPENING ...RILL. 514ALL,NOIY BE'PERNITTED 1N.IDt Dl - ANY DEMISING. PARTITEON, SERVICE:IJWRIIDR WALL ON EXTERIOR VALL IF THE PRE OR EXTERIOR WALL OF THE SNIPPING CENTER. A TENNLE HYDE SYSTEM a. PHASE Ib. NT- AND FOOD CORE.. MERE A HVAC NETTS) IS TO DE REPLACED OR, NIDE'A NEV°INSTALLAi1ON IS REWIRED•BY TENANTS, THE HVAC SYSTEM SANL BE FURNISHED AND INSTALLED CONSISTING Al A GAS OR ELECTRIC 1HEEAATING /ELECTRIC "CO5LING =ROOFTOP unit. TO SERVE TIE ENTIRE PROITSES' EQUIPMENT SMALL BE EQUAL TOCARRIED. .TRANS, OR YIHMC PHASE II TENANTS SHALL COLDEST TO LANAOND S TOILET EXHMST DUCT. PHASE , I - TENANTS SHALL ;INSTALL A SNIT SYSTEM AIR CONDITIIBER, WITH ELECTRICAUCT' HEAT, IDEATED IN AREAS DESIGNATED EN LANDLORD DROVING THE UNIT SFA.L E CONNECTED TO THE LANDLORD' S MINIMUM OUTDO! AIR -- DUCT LVERE PROVIDED. ,THE •AIR HANDLING UNIT. SHALL E NODULAR. FACTORY ASSEMBLED. TLRAIT THOU AND SUPPORTED FROM STRUCTURE 5 .1 IN AREAS APPROVED BY LAARLORD AND PER CO DETAILS. THE COMDSER ALIT SHALL BE JTTF MOUNTED AND SPPAYTED - BY 01R3 AT LNMLORW S DESIGNATED LOCATION. REFRIGERANT PIPING SHALL E ROUTED UROUGH LANE-EMI 'ESIGATED' OASES ONO DOCOBIENTEO:IA'DESIGN DRAWINGS ' CODENSATE SHALL BE RUN TO L L:.PROVIDE CONDENSATE DRAIN' IN CORRIDOR, WHEN PROVIDED, OR TO TENANTS SANITARY SEVER OR PUMPED TO L L. APPROVED SEWER TTENANT SHALL ROUTE AS APPROVED BY L L. A PHASE I - FOOL COURT - FOVUD TENANTS. MD ODOR PRODUCING TENANTS - LOW AMBIENT CONTROL OF. MECHANICAL COOLING DOW TO 0 DEGREES F. AMBIENT TEMPERATURE IS REQUIRED ON ALL FOOD:': FOOD CART IR ODOR PRODUCING TENANT RQ`FTOP ink M1DS AID ALL PHASE I SPLIT SYSTEMS POWERED TODAAUST IS REQUIRED: FOR FOOD MD 0118 PRODUCING C PHASE 11 NEW FOOD TENANTS., 1.114 AMBIENT CONTROL UR ECONOMIZER CYCLE 15 REWIRED ON ALL -PHASE IT 1OI PRODUCING TENANTS. IF AN ECOIO(IZER CYCLE. IS INCORPORATED, THE HVAC SYSTEM SHALL IRATE A GRAVITY OR INTEGRAL POWERED RELIEF IN THE ID-TM UNIT. 0. PHASE II, 52 AND FOOD COURT ' SUPPORT. RNs OR FULL PERINETER 0115 AS SUPPLIED BY ME UNIT NANFACTL ER ONLY IN AREAS STRUCTURALLY AND AESTHETICALLY APPROVED TO LANDLORD DETAILS C-5 1 67 LBS/FT STRUCTURAL STEEL CHAPEL - SUPPORTS 10 SPAN JOISTS WOER.RTU CURB. E ALL TENANT RIOT EQUIPMENT SHALL E LOCATED AT A NINIMN IF FIFTEEN (151 FEET FROM ANY HALL EQUIPMENT, AND FRON ANY DINER TENANT'S ROOF EQUIPMENT. NOTIFY LANDLORD'S ENGINEER OF ANY CONFLICTS` OBTAIN LANDLORD FIELD REPRESENTATIVE'S MITTEN APPROVAL BEFORE CUTTING ROD: F. GOOSENECKS SHALL : NOT BE. INSTALLED UNLESS SPECIFICALLY APPROVED BY G TEMPORARY V05 NEq,HTFOM MIN 4' -0' VIDE) IS REQUIRED CONSISTING OF PLYWOOD 'COMPLETELY SARRABOING TTE NOTUP NIT(S) AND INNER EQUIPMENT OR ACTS MINN THE R. TBE ENTIRE VOWING AREA SHALL REMAIN ON ROOF TARING TIE ENTIRE PER /OD OF INSTALLATION MD SHALL BE REMOVED FROM THE ROOF AND TIE SHOPPING COMER SITE UPON COPLETI. Al TEE INSTALLATTIDI BY CONTRACTOR'„ N ALL ROOF MOUNTED FANS' TOILET EXHAUMISCELLANEOUS MISCELLANEOUS EQUIPMENT SHALL DE OF'-ALUMINUM CONSTRUCTION, VITH FABRICATED ROOF CURBS AS DETAILED ON LANDLORD'S TYPICAL TENANT'S MECHANIC. DETAILS ANY SPECIFICATIONS: DRAWINGS ROUTE ELECTRIC POWER MD CONTROL 91RIN6. THROUGH SEPARATE ROOF PENETRATION FOR EACH OF THE CONDUITS. FLASH PENETRATION PER LANDLORD DETAILS DO NOT ROUTE POWER CONDUIT INEUGH ROW ORB WALL MI NOT -DRILL MCI IN CONDENSATE PAN OR COMPRESSO/CWENSER SECTION FUN. M R a a ALL TENNT war Na11YEB EQUIPIQIT SHILL BE IDENTIFIED WITH A LAMLORD SUPPLIED LABEL THE TENANT SHALL CONTACT THE MALL NALIICEIQR FER DE NECESSARY LABEL IF THE - LANDLORD'S LABEL IS NOT AVAILAIE THE ROY TDP EOIIPI ENT - SHALL BE'MERU VITH THE TENANT'S AMC AND UNIT HADER.WITH A NINDRM Y'•- 1 -1/2' STENCILED LETTERS FRNE N1 5055 OF Raor PENETRATIOK, IF' WE SIDE OF PENETRATION IS TREATER TKO 12 WOES. VITH S X.3• X 1/4• AHN.E MI SUPPORT THE METAL DECK. ANTaES RW.L CLAMPED OR IELDD TO THE STRUCTURAL STEEL JOISTS BEANS, OR GIR7ERS AND SHALL RE INSTALLED TIGHT TO THE KITT. O TIE O mac AN II DUSTS/ 1 TSID SMALL' BE. A5 APPRAVENBY TIE NOE MIB11TED E PRO ECTIOLD ED OF . S MAC EQIIPFM DR ARP MINX ROY 'WIT spa SHALL BE 515211.E THE EXTERIOR WALL' PARAPET. 1114 .DTNRYSB PERMITTED BY LANDLERa IF - PEIDRITTED, TENANT SHALL, AT TENANT'S EXPENSE, PAINT ALL SUCH MAC EMINENT I NOY NOMTED+COSTRUCTIIN AND/OR PROVIDE SCREENIN(i AS`RAY REWIED BY LNDLDRB DIFFlSERS 76RILLETy IYO NTISTERS !ALL BE Sfffl. rRALUNNUNAS NANFA:RRED BY TITUS, 7NSFR-COJAN, CARES, IR OTTER APPROVED Rim OPPOSER BEADS SNIPERS :MINA AIR BETWEEN STOCK NN HALES - . AREA SHUL TOT - RELY -KP1I MIPACTICK VAT EXIONAYS UDC* OPENINGS. ETC 3 KNEDN SIDOC:NO SKFS AREAS. AIR BALANCE M.L. EWthcNt INCLUDING !(FOOD CARDS, NTT G REGISTERS AND TO TIE AIWQBWTITIES INDICATED MT. PLANS OR 01 THE SOCALE TO WITHIN 10X IF VALUES FLEXILE CORECTOS woo ARE DIE $PROVED ARE REWIRED ON ALL OICTYOBC t15 TITAT TO AIR TOYING- EQRPIENT MFCLUDING. KOFTIP AIR HNOLING (1155(05. AND FAN(S)• - FIE DUPERS JOIE 1EIRORED 50 E, INSTALLED IN NR $DYING ANY PARTITI oN iRt of RE15 T ILOV TIEI.EVU, BE-SPRINKLER RININ IDLER PRbTECT atom 45t SITE OF INC PARTITION N*.q�B EE- TTE< TENE -0F FIRE RATED ECTItD ON 1{E 011U SIRE' OOL FIRLTIE PARTIII LIHML ETRATUINS FIRE .:NL5IIXCTION.RR COOL ID L LISDEB MC -DDED PER NIMFACARERS`IED11EY RS. FIRE " DNFERC - DAL TALI E !UNDO, AIR DMJRIEG 5R OTIER•LANOdRB APPROVED ALL KIN-4 FIITITGS; IRILGERS,'FAIMICATILDS, . BNSTALIATIE S. MATER 1E 5 HALL 7E, GA�ANI>EESIEEI EETAL FAIDSCATED D f NAED IN. STRICT' A CCQtD AM VLTH THE LATEST EDITION OF^SMAONA, TFPA. - ALL COTES AID AS DETAILED OT-TWaNGS i1415S QOERVISE MRMEL' RIPPLY? NIYMS AND I:DDAIbT memo( MALL E CONSTNCTED iN COPVWVEE WIN FE 1' V. 6 POSITIYEREGATIYE PREDURE TABLE ALL iCTIOiK SHALL- E INSTALLED AS 41(EN At POSSINOS. *ESE APPROVED FOR INSTALLATIMIT TTE LMOLORD, FINED= i .. DCOOK SI LA E 1 " OIDS/C5NUB TYPE 800 FOLK - INSTALLEIPPER 7E. INNEACRAMPS oassmmomy sRE110/11PIFJ19 FOR SUPPLY AND REDDIDA INSULATE NLL APPLY AIL 15(101 E LAIR Me INITO )DN AIR avow 1(1(1 1 -1/15 KKK MOLAR FIyEpg:I1DS DST -ItUIt 17OX2 VAPOR BARRIER Pa! WJIFAC -R EBS RE7UNETFRiS All I MMENDA if CODENSATE: FORS tN. AMY MALL Olt TEWM1 STOKE. 'IRAMA f C. REQUIRED TO ELTMINRTE THE CONDO SATIHt T. FLEXILE DIETWD( ANAL OILY BE PE NITTEIA 'I NSYALI.ED FOR THE FINAL VERTICAL C NECTION 70 DIFFIBERL ,{ AVM LENGTH OF -... FLEXIBLE VET SHILL BE LIMITED 70 S'-0' Q E DIFFUSER CODECTIO4. FLEXIBLE":' DUCT MATERIAL SHALE. TUNE /Crust SPREAD LESS TRAM 25 ADD A. ROE BOVELIDED WRING LESS THAN :30.'SECURE BMIN. ENDS Yi7i1 APP REI PLENA MMIERIM: 4 ATIE8 UIEDRU AIR SYSTEMS SHALL IDLY DC /TOTALLED OEN i mama OR APPROVED DT - LNEUIRE WHEY A ;am BET AIR 'SYSTEM IS REQUIRED CDR FEDIITTEDI BY wawa, FURNISH NM INSTALL wog RILLES IN CEa1IT TO PREVO1T FREEING. RELIEF QILLES SHOD. NO SEED AT 1 S4 F.I. KR 300 >R Ft LEAN NE AREA , DICED IETIRM AIR SYSTEM GRILLES SFNLL BE SIZED FOR, A MIIUT ¢'5111 E P.'11 VD.00ITY. Y. SE. DUCT PFIETNATI15G AT BENSINWIPLL5 DEAR MATERIAL APPROVED DY APILITALE,RmE lRT1 ITlEt ,, _ R TEMAMS macs. 1N lit SIZE EINIOI $ LANRSa, PN55N55 iMSR ANAL FSONDE AN E114N11T SITTER 1SNR,O PER STSTEMS MICA WILL TREVOR SIGN almO FROM ENTERER 71E NALL CO NDI' MCA IR OTHER TENANT SPACES, r. X TEWWPS CONTRACTOR MSS ID BAlt ilt FOR INC STUNT IP -: OF ALL ICY SKILL P Y RYAN II YED IFB I DIMNESS F M A11IRACION REPRESENTATIVE ENTATI [ MA DI RU T EI L AYOOTlER ii4TAT5 OF TIE INSTALLED IS RI 1lAC�� MASF A'CTIDE I E M TIE HNC MINOR' IDDTI -NON TUG IN ACCORDANCE WITH I NI WF ,='KTN BSIN • 'lE EVENT UE LANDLE D 1I R maims NlTC:fURIi7ENY'IS NOT CEERIFIDG IILA VIII IM =MEND INS • R17RDFJD S FIELD NFA i IEYE. IRTN[N FSV€ C9 �"�'! m[rifl[ NUaec..m N uuAr•s CONTRACTOR OF SHE. COMM 0154 11(34TION. DEFICIENCY. - - - T. 00IHSI FAIR 1. EACH TOILET ®R SHALL RAPE. N 101155 EXHAUST FAN, CONTROLLED BY A LIAR SYITOL 11ZE:KER:OK A111 AI® AT NINIRD RSEXTENM STATIC TIIRET EXHAUST FM-SHALL' HE ORECME8 TO LANRAMS MOLT molar EEL . " TGDZl'EiEATST FANS SHALL BE mute imiscl HRH 1NTEGRN- 1RILB.ES, AND NEKDRAFT DAPPER FAR SUALWIE PEAR. tREENECK. NUTTIE OR DT1tD WPNFEE - 2 TD IS BNTEB G$16E- EXNIMSs Fes. DOLL BE DRIVEFL OPEC/ST CENTRIFUGAL TYPE M'MOVED FOR LADEN AIR.- TOMS SHALL BE INSTALLED MIT E IRE' AIR .COMPLETE 11ITHH DISCBBECT SVI111. --LAS ANAL E SINILNO 111 •@EENEEE • KEEL OM - NEETIWDFPA 96 IFp/PQEIIS._ ALL AE 05 4NYE MO EHRRD INSTALLER' SEE BETEL, .. ALL FNS REWIRED FIR RELIEF, IAE-WP AOROR EXHAUST (EXCEPT TOILET ROW SHALL' BE NIIPNOASI AND OF A CENTRIFUGAL TYPE WITH 01111.7 IR DIRECT ENA.ti9ED MOTOR -. OUTSIDE THE AIR SWEAR - CLASS 1 TYPE SNLL FIR - HIGH IEN4RIt71RE APP:ICNTIIPC NXR FANS EWV.1- INCISP RATE A CA IMANALMLEl was DRAFT' p4PFJi, IR A AMR DIMMED DAHPER IN1F%OTER V O ITH FAR ERATID AND A SERVICE DISCORECT WIRE AT77E FAA 4. PHASE IL Gt NO F00DCWRT STALL INSTALL A DOE RELIEF :FAN VITH ITTIRITED DAMPER TIE FRD CAPACITY SHALL BE I'DOIAE HALF am PER SQUARE FOOT' TY T EASEAB E AREA AT 0.15 TIC I A. C E. TWEED EXNNST SYSTEM IDES. BUCTWODC NO ACCESSORIES GALL DE SIZEL CONSTRUCTED AND INSTALLED PER NPA ALL STATE NO LIEN; DAPS' ND L.AW Ot,S INSRANCE UNDERWRITERS : HAMS SFTAU. DE U.L LISTED. - 2. LCTIDM M0 NED MATERIAL SHALL BE BELIED 16 GAUGE STEEL CR IB GVXE STAIN STEEL 1R AS DDERVISE'AECKT ED BY CODES. STAIN.ES4 STEED` COSTRUCTIONN SMALL E USED BETOV FINISHED CEILING UNLESS DIHERVISE APPROVED BY LM®I.ORD REPRESENTATIVE 3. Au. lama AID - JOINTS SHALL HAVE LIWLD TIGHT CDATIBWT .' EXTERN- MDR _ 4. DER MARL REINSTALLED VITHOI FOOTING DRIPS AND TRIPS W1CH NIGHT CaLECT RESIDES SLOPE BUCT TOWARD H®. ALL MID EOALST DUCTS SHALL : EINSULATED WITH HIGH TEMPERATURE INSULATION 5 TIE AIR VELOCITY THI1IGH ANY DUCT SKILL NOT BE LESS THAN 1,500 FEET PER MINUTE TER GREATER 111411 2200 FEES PER MINUTE 6. ACCESS DERS MALL BE GASETED AND PROVIDED FOR INSPECTION AND DEMING MD SHALL E"'11STAELEO AT EACH WANK OF - ".- DIRECTION - 7. GREASE LADEN AIR SHALL E DISQCARGED:VERTICALLY ABOVE ROOF AT CODE REWIRED HEIGHT. . .. BO TEIANPS CONTRACTOR D4M.I' ORISON AND INSTALL 4 'GREASE GUARD* 551104 FON ALL.SEISE EXHAUST FANS. :•GREASE- MiARD' BINL E AS MAMFACTORD DY- 'GREASE WIMP C1-000-284-0273) 9. ININTAIN MINIMUM CLEARANCES AEi1EEN DUCT NO OTHER STRUCTURES ALREQUIRDI BY DOE 10. INSULATE AND/OR. ENCASE ADDVE CEILINGS. INSTALL: AS REQUIRED BY CODE AD PROVIDE CLEARANCES FROM C DIRBSTILES AS REWIRED BY CIE. FLIES SMALL E NETALESTOS TYPE D OR..' -IF MORE STRINGENT, AS REQUIRED BY COIL INSTALL IN A I IORTIRE RA5ED.SNAFT, ION CONQUSTIDLE CONSTRUCTION. -VITH: Cu"E REQUIRED CLEARANCFSAND INSULATED 1115(1 FIRE RATED . INSULATION. BP THROWN ROOF - NO FIRE DANDER SHALL RE INSTALLED 1N HIED EXHAUST. AB. FIRE DETECTION AND SAKE CONTROL SYSTEM L THE HVAC SYSTEM ODLE, ANC ATE Add INTEGRATED 11011 CONTROL SYSTEM AS F a. FURNISH AND INSTALL, IN THE SUPPLY DUCT SECTION EI - - - THE ROOFTOP UNIT 1R HANDLER U.L LISTED IONIZATION DIM TYPE STOIC DETECTORS LOCATE SICK DETECTORS 1N AN ACCESSIBLE LOCATIOR COPLETE VIM '. DISCONNECT SWITCH FER ,SERVICING AND RESETTING IF THE SIB DETECTOR. WITH INBIEMTI1I AI: CITY Of ' 1 1 1FAtA APPROVED NOV 2 Zi31 • RS, NOTE) ;1,$18 $RB..ET, a MOST B8-- INCLUDED A PA R T' OF' ':TENANT'S SU IT'TAL TO TRB LAN DLOR -D .BtDDIN C A FOR BU'ILDI.NO, S• e' Biobard E. Jacobs Grou A SAKE DETECTOR, - UPON ACTIVATOR4 SN 3 ENTRA A ST 14BN,TIE HVAC SYSTEM AND'NOTIFT AN APPROVED CL STATION MO IT®RING COPANY.. CO6ULT CITY OF TUKWILA FIR N LIST CIF U. L.' LISTED'111D' MPRIYED CENTRAL STATION PHASE :Il - A4 TENANT STALL INSTALL N/ ADDITIONAL SHOE DETECTOR AT TIE 115E FRONT AND ADDITIINAI: DECTOS PID EACH JO' IF OPEN o ST FROR. 116 SN(54E ETECTOR, LPIY ACTIWATIIBL' TE SH.L.11411 HQ THE "MC S117EM, NOTIFY LANDLORDS FIFE iTEECCTTI1I ANR'SN01E LfNT� :18511 4 AND ACFIVATE,A SEPARATE ROOF IQ SIDE RELIEF FAM'FLSNISHE0:10TH 41 YTT RED DEAND STMJ:EB URN FRBAICATE1 5155 PER LTAIL I2DANR' SYSTER IN BIW.L ANf NBISLE /NISWL ALATDI ATTN FRONT DE SPIRE - WON M 9111134 CFA' A C PACITY DE l 1198415E SIDE. N FAN SINLC BE OE NID k' NALF'I 1 "PER 1019115 511051 LE AREA ATT 25' ItkN`VATER. Ca1DDI PE RMIT ITETE " MIRE IC I CRIB AL: DTI 41015. 11 17.10 . PE 1N5 CLOSING RM UE S>]NLEI N 41 MOVE`. 1111 7FIE MBODR AII IN THE MIA( 11N[T. T 4: FOOD CAR T AND Q , ". . n. T H W V INE' BEIECTO 111141, `1111! ACTIVAT -.., LOLT 1111(41. ,a�YO RVR;AIDIO/YISW- R LRC AT TTE�WD17' "IF THE SLOE, b AS • PCASE IL !TENS b, c and d 1140 45 PFWLSE:� 1 PRI/VIM ALL ADDITIOAL COMMAS REQUIIOD TO PFAIAjT T(6 r' SO4(610E OESODBED ABOVE _ TEPEWAISE CO4TRa5, 419110 AND NISCE LNLBTI REWIROENTO 1 ,114± ED 115(55 STALL' , l PNEIIYNTIC CORECT, 70 INDI:ORD' S ` I YRTUNN. A IIR 51510*, 'z f - . 06 NIRIFG a JE INSTA EI 1 11 R ACCORDANCE A VIM : qA IT OAL EIECTRF aai-L ENWWST P1145 DIEIS. CESCEPT .'� TOILET ENNAIATFAM SHAL.15 ' INCOtPOATE ALL ERTSTI441 ANDIIE1,Y1RINO. 1N PLEMAITAREA1 SANK. Nt' (1 I1iTI0C£D 3N'C5DLM 11 IR RE-C4BLE LISTED FID (55 00F 11 110 TCEJ'VERIFY ALL EXISTING WORMS IO EEIERMI1E' DE EXTENT 15 1(6 RE0UIU l I®IFICATION 51511145. WIRING 4I it AC "WN1Ra 11A1 +N'145.1l BORED CABLE ,, ; „ (® 16 NIG VIII IRON .14150:1 IITIRATION THERMOSTATS FITli'TEIPERATORE'CONTRO,'RIALL BE IF PNEUNATIC TYPE• REVERIE`11C,°.: ID 00 r AS liE E0 IBDIFY INSTILLNTIDN IF ALL EXIT1N0STING- GO -411 LS AS NEQII 35 IAN a5 1 121 ?-PRE PER EP RATION CV HVAC SYSTEMS .',: • QMRa•SYSTEN DELON* ALL EWIPIEHT COWERED_ DIARANS AS SUPPLIED 15 THE ETIMIPMENT NRBPLTINiER AND:.L FIELD INSTALLED AIRING AND C5RTWL5 . ;tH -; • ' ': 1019111 0Wl'IN64AL.L RED' TREAD PADS ALL ROO LOU41(0 EBIVIPI¢NT AND TO.LN5155' 1 MAIN TRNFIC.A C 41111 tAPMLDD R♦)F . FIR- RPPRCYE0 TREAD PAS g y . AE 10 HVAC EQUIPUENT, 01C1S. EICF SLW.L E WITM ER IN . DEMISING aF: PAINT Ni EX71R[51 EXI±UN® MET AL ITT$ RUST PAEYFJ�TI PATN7. AL; 1(51 P E R EWEP IENT 1#D YES 118 -1 E - . DSTNJ.ER PER ELIDE' REWIRENETIT2 - F5E - SEISMIC AIffA' IU0145 INSTALLATION DETAILS TO COIDONFASREQIRED ALL ALt TEBNITS STALL PABVID6 PNITANE - ADC FIRE EXTINGUISHERS" AS REQUIRED BY TIE IDEAL TIRE PNBENTOKAUTICRITYHAVING ' .RRISDICTBLB EXII1UTRNS soet LINKED TD IONS A MAXIM O' TRAWL: DISTANCE PRON ANY DOME 1.11 11E -SPACE TO ANA EITTI SNHLL 11 NQUISNR TUB EBFINDi 5 SEVENTY -FLEE (7DD itZL THE 95411 D REQUIREMENT 1= 06 0,'i..• iT'ww. „ THE 515#5 AREA A®''CBE I9 1RE STERAGENI ;(11L REARff.;UNST 1 NET EQIIPDENT SIDLE BE INSTALLED IN TIE LTIBE REQUIRED OUTH:IIRR1 A CLEAR 44 INCA MINISUN 1S REWIRED. (VERIFY Rt`ARCHSTECT. ) ALL- iOA/IPS ROOMY RYIC E4IPNENN SWLL (6 P�YIEO;VITH ACTIIS UPTOWN; ND / . IL WARR TO PROTECT AGAINST ALL INSTALLER EQUIPMENT, ACCESSORIES, AND PIPING INSTALLED PER O REQUIREMENTS FOR SEISMIC SHALL BE DNS CODE, ., NFO.M TA L �. O R FY INSTALLATION DE I S Tfl C AREA NEr3, MODIFY ARE ZO CA D STAT AND.SPBCI€F-- C AT', . ShDCt 3 of 6 ED =?: DRANK + ^ s MALE YREVSFD DY- FAE MONE SCNTTM3 4 /J/B5 DATB U081CINER DATE FLOOR SLAB SECURE BASE TO CURB — WITH LAG SCREWS 12' D.C. MIN. OF 2 PER SIDE FABRICATED CURB SEE CURB DETAIL CAD VALVE 2' -D MAX. DISTANCE 1ST SUPPORT f_I II H El FOR PIPE AND /OR CONDUIT FLASHING:'. THOU Re" SFF: DETAIL Qg 4' DIRT LEG � ROOF DOUBLE NUTTED 3/8' ROD (MIN.) 3 x1 /4" ANGLE OUTLINE OF EOUIPIOI 3/.8` IRasrUT :CDs. AT ' - EIS NRH I/4• LAG A:LT .W. Mom LSWN&tS) • SHETmH Du muds INALATED ROOF JOIST ,Q llommum 1MM IMIHBlB1IMMIL1MOM — 126206.' ■71111202 SECTION A L:. UNITS LP TO 1880 LBS. TOTAL HEIGHT SHALL OR SUPPORTED MINCE) JOISTS. 2. INUITS GREATER THAN 1888: LBL BUT LESS THAN MOOS; LBS. TOTAL:'VEIGHT SHALL BE SU'PDRTED IN;; «ISIS. `A ` 3. HVAC CONTRACTOR TO ALLOW ROOFER. TO INSTALL COUNTERFLASHING PRIOR TO INSTALLING PATE CURB CAP. i LIQUID . AT ABR PIPE WE .. -. la E PIPE CLAPP TO UID liE USED AS A GE. OLT. • DGTNL 6' LENGTH DISULATEK PE SHAPE AWAY FRO( PI' UpSTUT PIPE ELAN. PIPING CURD SUPPORT PATE 1XL ES STYLE M I2 RIOT :MINIS GA v/Vx4' NAILER CURB TO DE MAX. HUMANE PAD ON TOP or RD6R1G - % EXISTING METAL S LHE TE THE LIiDD .TD A POINT r- REMO FRIER- " SEAL.ElOS D .. D . MAX.: DIET. 1ST ROOF MTII EQUIPMENT LAG 1101:.T WITH FLATBASHER VIT SECURE CURB CAP TD CURB H SHEET METAL " SCREWS AT 12' -11.C.. "•; 'PATE AGOD.NAILER '. ' "; ., RIGID INSULATION THICKNESS, TO MATCH I�. ; r - •:, W,1$ER OVERHANG - ADHERED TOCURB , cur INOILAOON. Ttl'OET woort ' EXISTING DRiLA-ATION EXISTING METAL DECK .411111111511.4 1 — Roo TOElEH JOIST WITH DO, PAW N" WASHER. Cal \ _CCT . . FASTEN CURB TO CHAJM L ' - , II E A AT ,24'• D.C. MAX . GUN 4 PER CURIO PLAN TAL DECK T EHAIDEL TO EACH JOIST DIAIBEL SUPPORT BIN TIP-OF DECO EQUIPMENT SUPPORT AitElui� LIMINIMILW>fINISIMIMMILL Mi 4 .t. IR .:I •„y(P�a R TED COVER Leant :SEAS' S R_ XT-f ATER TIGHT. AL COVER' (•... INSULATION ,F1Nt`TigN REEV ASTEtIED TO METAL CURD ' • P., e lNinc RIGID ATION- TO.MAICH: ,AD TO C MAKER UlliCENTER SEATRE Mhl4TOM MECHANICAL DETAIL AND SPECIFICATIONS Shut 4 of ` f}l -1,Q 'A /3- .. UNI.TN'i MSB THIS S HEST B TTO•O:i , MUST &B' I lDED4,' PART OF TB'NIANT'8 SUBMITTAL TO THE, LAND LORD. /DOING_ CONTRACTORS , AND' Ft3)t BUILDI1 0' PERU( s F TtT'J'N 6 2OQ1 PERM CENTER SEE CURD' " 'SLAB METAL AT iR'D a -Ka E> -.. ,, - E. IR' W GKV " 10, *1-`41(.1-", SEnWIERA. The Richard JaCONS Group MITL qRB CHASE F IR °LDE: TENANTS l' SECTION - 'C " .r. „ REMOVE CONCRETE FLOOR FOR PIPE PENETRATION ONLY. DO NOT CUT REBAR REPLACE CONCRETE —s EXISTING METAL DECK RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING DUCT INSULATION SEE SPECIFICATION SECURE BASE TO CURB WITH LAG SCREWS 12' D.C. MIN. OF (2) PER SIDE FABRICATED CURB — SEE CURB DETAIL EXISTING METAL DECK DUCT INSULATION SEE SPECIFICATION SLEEVE 1/2' CLEAR MIN., 3/4' CLEAR MAX. PACK VITH OAKUM & APPLY SEALANT AT TOP FOR GAS SEAL. FLUSH WITH FLOOR.■ FORM UNDERSIDE OF SLAB -1/2• WIDE x 3 /4'DEEP RECESS AT PERIM. OF CONC. PATCH. FILL WITH SEALANT FOR GAS SEAL CHANICALLY ROUGHENED JOINT PIPE TUNNEL UNDER EXISTING SLAB FOR PIPING STUCTURAL SLAB PIPE PENETRATION DETAIL 19 NTS x NOTE. SEALANT TO BE MIN. OF I/2• TMICKtESS OF DEC BETASEAL NO 165 DEC DIVISION OF ESSEX CHEMICAL CORPORATION G. APPROVED EQUIVALENT OF MINNESOTA MINING AND MANUFACTURING CD., OR BENJAMIN FOSTER. NOTE; ALL DUCTWORK BELOW SLAB SHALL BE CONSIDERED CONFINED SPACE. EXHAUSTER DETAIL (TOILET, SMOKE, MISC.) INSECT SCREEN RESILIENT GASKET' SEAL INTAKE BASE EXISTING INSULATION SECURE CURB TO DECK V/ SCREWS 12' O.C. MIN. OF 2 PER SIDE. NOTES 1. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON W / LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING I. COUNTERFLASHING INSTALLATION C.A. INTAKE GRAVITY RELIEF DETAIL N.T.S. TT -12 3•x3Sc1 /4' ANGLE FRAMING (4) SIDES- SEE CUPS DETAIL Eli EXHAUSTER BASE EXISTING INSULATION GREENHECK CRS- SERIES OR EQUAL RESILIENT GASKET SEAL SECURE C 'B TO DECK W/ SCREWS 12' D.C. MIN. OF (2) PER SIDE. 3'%3'x1/4' ANGLE FRAMING (4) SIDES- SEE CURB DETAIL 6 MOTORIZED DAMPER NOTES AS REQUIRED 1. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON V /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION EXISTING ROOF DECK EXISTING ROOFING MEMBRANE /ROOF SECURE BASE TO CURB VITH LAG SCREWS '12' D.C. MIN OF 2 PER SIDE ONE PIECE WELDED ALUMINUM FAN SUB-BASE COITIMIQIS "!AND TYPE PIANO HINGE FABRICATED CURB SEE CURB DETAIL ON ROOF GAS LINE SUPPORT lEuzzag. LTD. EXISTING ROOF ANGLE IRON COPED ' EACH END TO FIT OVER JOIST CLAMP OR WELD ANGLE TO JOIST. STEEL WASHER CLEVIS HANGERS - PIPES 1 -1/4' do SMALLER 8' -0 MAX. O.C. PIPES 1 -1/2 A LARGER 10' -O` MAX.. O.C. .,. GAS UNE J : VENTED CURB EXTENSION (AIR VENTS ITN ALL(4) CONDUIT. SEE DETAIL PENETRATION , . gra 11111 DIRT LEG MIN. 8' AT EACH CHANGE OF ELEVATION..: RESTAURANT GREASE FAN AND PAN DETAIL 21 RELIEF /ROOF EXHAUST FAN DETAIL ki r - TT -111 GAS PIPE THROUGH ROOF DETAIL N.TJS. ALUMINUM ROOF UPBLAST FAN RESILIENT GASKET SEAL FAN BASE HOLD DOWN CLIP EXISTING INSULATION SECURE CURB TO DECK W/ SCREWS 12 O.C. MIN. OF 2 PER SIDE. NOTE. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON V /LANDLORD'S ROOFER FIR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION. TT -21 RIGID CONDUIT BY ELECTRICAL � NON DUCTED EXHAUST AIR - .SYSTEM ADOVE'CEILDNGS INSTALLED E MOTOR OPERATED DAMPER D 2' DEEP CORNER TO BE CUT FOR REQUIRED FREE AI A SOLDERED LIQUIDTIGHT,DRIp PANS CONDUIT ROUTING SIZED ON 500 FT ✓MIN - 3'%3'x1/4_ ANGLE FRAMING VELOCITY (4) SIDES -.SEE CURB DETAIL 6' GROUND JOINT UNION EXISTRIG INSULATION ANCHOR PIPE TO ANGLE RUTH STD. U -BOLT GAS PIPE MRI. 1 -1/4" LOCATE AWAY FROM BUILDING WALL IS' -0' FROM OUTSIDE AIR INTAKES END FLASHING OVER TOP DF INSULATION AND FASTEN AT WOE. GREASE COLLECTIIIN DEVICE IS REQUIRED,' INSTALL., PER MAFAJFACTURER'S REQUIREMENTS. TENANT MUST : EMPLOY GREASE GUARD TO INSTALL; CALL .1- 800 - 284 - 8 FQR DTSTALCATIEI - 16 GA. FABRICATED LIJRR -SFF IIFTAII SEE BEIAICOFOR FRAMING_ REQUIREMENTS RTES I. FOR BALLAST SYSTEMS REPLACE BALLAST AFTER WORK IS COMPLETED. 2. NEW INSILATII34 TO MATCH EXISTING INSULATION HEIGHT AND OF THE SAME OR GREATER THERMAL RESISTANCE VALUE: a Ro1FDE TO BE INSTALLED AND FLASHED -IN WITH MATERIALS.' TO MATCH EXISTING. INSTALL MATERIAL PER MANUFACTURER'S RECOMMENDATIONS. 4. HVAC CONTRACTOR TO COORDINATE • INSTALLATION WITH LANDLORD'S ROOFER FOR PROPER -SEE: ENEE FLASHING AND COUNTERFLASHING INSTALLATION.,. 5. USE SELF DRILLING FASTENERS FOR METAL DEC NE K,TOGGLES FOR GYPSUM DECKS. EXISTING INSULATION EXISTING ROOK DECK BOLTED PIPE CLAMP CENTIALOIS FASTENING STRIP AND APPROVED FASTENERS AT 8'QC. — CAP SEAL RIFF NEPAL DECK ARON DUCT OPENING V/26 GA. SHEET METAL ALL SIDES 1/4' x 6' LU GALVANIZED STEEL LAG BOLTS- HALTS TO HOLD BLOCKING TOGETHER 1/4• x 2' LG. LAG NET Oil FASTEN PIPE CLIP TO BLOC KING e GAS LINE CAIN SIB HUMANE PAD 18'x18• CHIN. ROOFING FOR avow REF AIL TO PERMIT PLAN PLUBIBBC. CONTRACTOR IS RESPONSIBLE TO PROVIDE GAS LINE SUPPORTS FOR ALL . GAS LINES INCLUDING TENANTS PIPE SLEEVE AND CLIP. NOTES. SECTION I. SUPPORT REQUIRED EVERY 10'-IA LIC AND AT CHANGES IN DIRECTION., 2. INCREASE HEIGHT AS REND FOR ROUTING ABOVE ROOF MOUNTED ACCESSORIES SUCH AS EXPANSION .TINTS. = S. PVC PIPE SLEEVE SHALL BE THE NEXT SIZE PIPE DIAMETERTLARGER THAN THE ORSIDE DIAMETER OF TIE PIPE. VIHRATIN ISOLATION GROMMET 1• RUDDER SHEAR PAD DR SPRING 'ISOLATED FOR Ruff MID. EQUIPMENT PATE SHEET METAL CURB CAP AS 4' R 4' PVC PIPE SLEEVE SEE. KITE .S3 1 ® 1' VIDE 20 GA 6 VAVAM L. . PVCSLEEVVE FO. THE • (2) 4•x4' VCILMA II200 V 4uD': . 0000 - - PATE OM EQIIPAENC_ L PPOOT STYLE ° EF-2B�+�p• x15' I®i.il8 GLE KC V.D '- FIRE IDEATED' -MOO /LICKING ALL C4Y SBDEE.OE CURD NSMIDU. 6• VIQE.x TWODRFSS ' TO -MATCH BNSLLATIDN` CIOESS. ItlTCB VI>® TO LAY !TNT OVER , RE ;JOIST INDICATED O4.NIECNANHCAL. AND/OR STRUCTURAL WITH ` 3. JOISTS -. MAIN. WITH AN ASTERISK III 4: NQHffY. LACAT10( VITH LANDLORD 'REPRFSENTITI CONDENSING •UNIT AND OTHER' SPECIAL .' ROOF MOUNTED ' EQUIPMENT' SUPPORT DETAIL NTS - - TT =18 SFSUIE - EIVSE JO METAL BEIX AT V4 POINTS NytITruM east YR VIDE M GAUGE SH ITTIETAL CLIP MALES MID FASTEN TOCHASE VITA SCREWS. SECTION - 'A' MOTE ; . . 1.UT.SLorree IO.ES u . COVER MO CLOSURE _PIECE FOR PIPING 1/4 - ..SMALLER DAM OVERALL AWE:COPRESS INSULATION ANN FORL4 PRO PLACE. CALK PERIIEIER OF PIPES '. SECURE TO CURSS PIPDN sG ANO ,DEIONO COVER -DI PTP.TNr' CP OF ruD ty , . w6°PRO D NiIY 2 9 2GOt SECTION - "B' pTkG DTL7cI0T I. HVAC WNTRACTIR TO arsiITNATE IMSTALLATIO! WIN LAN ROOFER FOR PROPER TERRACE 00 PERMIT FLASHING AND' CITUNTENFI.ASHING INSTMLATIIN, Z 01ASE NA COVER - INSTALLATION - -N TH. SIPA. COATED, PINNED 31 4' CENTEAB. NIP GLCED TO SHEET METAL GTT O F N A 2OC. 6N �A�1 Rein : 7 /45/IA YI�Iml7i it 76 R}AAailmist umms ..,, 5,namme I ammo 4iw..GPI FLOOR SLAB SECURE BASE TO CURB — WITH LAG SCREWS 12' D.C. MIN. OF 2 PER SIDE FABRICATED CURB SEE CURB DETAIL CAD VALVE 2' -D MAX. DISTANCE 1ST SUPPORT f_I II H El FOR PIPE AND /OR CONDUIT FLASHING:'. THOU Re" SFF: DETAIL Qg 4' DIRT LEG � ROOF DOUBLE NUTTED 3/8' ROD (MIN.) 3 x1 /4" ANGLE OUTLINE OF EOUIPIOI 3/.8` IRasrUT :CDs. AT ' - EIS NRH I/4• LAG A:LT .W. Mom LSWN&tS) • SHETmH Du muds INALATED ROOF JOIST ,Q llommum 1MM IMIHBlB1IMMIL1MOM — 126206.' ■71111202 SECTION A L:. UNITS LP TO 1880 LBS. TOTAL HEIGHT SHALL OR SUPPORTED MINCE) JOISTS. 2. INUITS GREATER THAN 1888: LBL BUT LESS THAN MOOS; LBS. TOTAL:'VEIGHT SHALL BE SU'PDRTED IN;; «ISIS. `A ` 3. HVAC CONTRACTOR TO ALLOW ROOFER. TO INSTALL COUNTERFLASHING PRIOR TO INSTALLING PATE CURB CAP. i LIQUID . AT ABR PIPE WE .. -. la E PIPE CLAPP TO UID liE USED AS A GE. OLT. • DGTNL 6' LENGTH DISULATEK PE SHAPE AWAY FRO( PI' UpSTUT PIPE ELAN. PIPING CURD SUPPORT PATE 1XL ES STYLE M I2 RIOT :MINIS GA v/Vx4' NAILER CURB TO DE MAX. HUMANE PAD ON TOP or RD6R1G - % EXISTING METAL S LHE TE THE LIiDD .TD A POINT r- REMO FRIER- " SEAL.ElOS D .. D . MAX.: DIET. 1ST ROOF MTII EQUIPMENT LAG 1101:.T WITH FLATBASHER VIT SECURE CURB CAP TD CURB H SHEET METAL " SCREWS AT 12' -11.C.. "•; 'PATE AGOD.NAILER '. ' "; ., RIGID INSULATION THICKNESS, TO MATCH I�. ; r - •:, W,1$ER OVERHANG - ADHERED TOCURB , cur INOILAOON. Ttl'OET woort ' EXISTING DRiLA-ATION EXISTING METAL DECK .411111111511.4 1 — Roo TOElEH JOIST WITH DO, PAW N" WASHER. Cal \ _CCT . . FASTEN CURB TO CHAJM L ' - , II E A AT ,24'• D.C. MAX . GUN 4 PER CURIO PLAN TAL DECK T EHAIDEL TO EACH JOIST DIAIBEL SUPPORT BIN TIP-OF DECO EQUIPMENT SUPPORT AitElui� LIMINIMILW>fINISIMIMMILL Mi 4 .t. IR .:I •„y(P�a R TED COVER Leant :SEAS' S R_ XT-f ATER TIGHT. AL COVER' (•... INSULATION ,F1Nt`TigN REEV ASTEtIED TO METAL CURD ' • P., e lNinc RIGID ATION- TO.MAICH: ,AD TO C MAKER UlliCENTER SEATRE Mhl4TOM MECHANICAL DETAIL AND SPECIFICATIONS Shut 4 of ` f}l -1,Q 'A /3- .. UNI.TN'i MSB THIS S HEST B TTO•O:i , MUST &B' I lDED4,' PART OF TB'NIANT'8 SUBMITTAL TO THE, LAND LORD. /DOING_ CONTRACTORS , AND' Ft3)t BUILDI1 0' PERU( s F TtT'J'N 6 2OQ1 PERM CENTER SEE CURD' " 'SLAB METAL AT iR'D a -Ka E> -.. ,, - E. IR' W GKV " 10, *1-`41(.1-", SEnWIERA. The Richard JaCONS Group MITL qRB CHASE F IR °LDE: TENANTS l' SECTION - 'C " .r. „ REMOVE CONCRETE FLOOR FOR PIPE PENETRATION ONLY. DO NOT CUT REBAR REPLACE CONCRETE —s EXISTING METAL DECK RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING DUCT INSULATION SEE SPECIFICATION SECURE BASE TO CURB WITH LAG SCREWS 12' D.C. MIN. OF (2) PER SIDE FABRICATED CURB — SEE CURB DETAIL EXISTING METAL DECK DUCT INSULATION SEE SPECIFICATION SLEEVE 1/2' CLEAR MIN., 3/4' CLEAR MAX. PACK VITH OAKUM & APPLY SEALANT AT TOP FOR GAS SEAL. FLUSH WITH FLOOR.■ FORM UNDERSIDE OF SLAB -1/2• WIDE x 3 /4'DEEP RECESS AT PERIM. OF CONC. PATCH. FILL WITH SEALANT FOR GAS SEAL CHANICALLY ROUGHENED JOINT PIPE TUNNEL UNDER EXISTING SLAB FOR PIPING STUCTURAL SLAB PIPE PENETRATION DETAIL 19 NTS x NOTE. SEALANT TO BE MIN. OF I/2• TMICKtESS OF DEC BETASEAL NO 165 DEC DIVISION OF ESSEX CHEMICAL CORPORATION G. APPROVED EQUIVALENT OF MINNESOTA MINING AND MANUFACTURING CD., OR BENJAMIN FOSTER. NOTE; ALL DUCTWORK BELOW SLAB SHALL BE CONSIDERED CONFINED SPACE. EXHAUSTER DETAIL (TOILET, SMOKE, MISC.) INSECT SCREEN RESILIENT GASKET' SEAL INTAKE BASE EXISTING INSULATION SECURE CURB TO DECK V/ SCREWS 12' O.C. MIN. OF 2 PER SIDE. NOTES 1. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON W / LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING I. COUNTERFLASHING INSTALLATION C.A. INTAKE GRAVITY RELIEF DETAIL N.T.S. TT -12 3•x3Sc1 /4' ANGLE FRAMING (4) SIDES- SEE CUPS DETAIL Eli EXHAUSTER BASE EXISTING INSULATION GREENHECK CRS- SERIES OR EQUAL RESILIENT GASKET SEAL SECURE C 'B TO DECK W/ SCREWS 12' D.C. MIN. OF (2) PER SIDE. 3'%3'x1/4' ANGLE FRAMING (4) SIDES- SEE CURB DETAIL 6 MOTORIZED DAMPER NOTES AS REQUIRED 1. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON V /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION EXISTING ROOF DECK EXISTING ROOFING MEMBRANE /ROOF SECURE BASE TO CURB VITH LAG SCREWS '12' D.C. MIN OF 2 PER SIDE ONE PIECE WELDED ALUMINUM FAN SUB-BASE COITIMIQIS "!AND TYPE PIANO HINGE FABRICATED CURB SEE CURB DETAIL ON ROOF GAS LINE SUPPORT lEuzzag. LTD. EXISTING ROOF ANGLE IRON COPED ' EACH END TO FIT OVER JOIST CLAMP OR WELD ANGLE TO JOIST. STEEL WASHER CLEVIS HANGERS - PIPES 1 -1/4' do SMALLER 8' -0 MAX. O.C. PIPES 1 -1/2 A LARGER 10' -O` MAX.. O.C. .,. GAS UNE J : VENTED CURB EXTENSION (AIR VENTS ITN ALL(4) CONDUIT. SEE DETAIL PENETRATION , . gra 11111 DIRT LEG MIN. 8' AT EACH CHANGE OF ELEVATION..: RESTAURANT GREASE FAN AND PAN DETAIL 21 RELIEF /ROOF EXHAUST FAN DETAIL ki r - TT -111 GAS PIPE THROUGH ROOF DETAIL N.TJS. ALUMINUM ROOF UPBLAST FAN RESILIENT GASKET SEAL FAN BASE HOLD DOWN CLIP EXISTING INSULATION SECURE CURB TO DECK W/ SCREWS 12 O.C. MIN. OF 2 PER SIDE. NOTE. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON V /LANDLORD'S ROOFER FIR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION. TT -21 RIGID CONDUIT BY ELECTRICAL � NON DUCTED EXHAUST AIR - .SYSTEM ADOVE'CEILDNGS INSTALLED E MOTOR OPERATED DAMPER D 2' DEEP CORNER TO BE CUT FOR REQUIRED FREE AI A SOLDERED LIQUIDTIGHT,DRIp PANS CONDUIT ROUTING SIZED ON 500 FT ✓MIN - 3'%3'x1/4_ ANGLE FRAMING VELOCITY (4) SIDES -.SEE CURB DETAIL 6' GROUND JOINT UNION EXISTRIG INSULATION ANCHOR PIPE TO ANGLE RUTH STD. U -BOLT GAS PIPE MRI. 1 -1/4" LOCATE AWAY FROM BUILDING WALL IS' -0' FROM OUTSIDE AIR INTAKES END FLASHING OVER TOP DF INSULATION AND FASTEN AT WOE. GREASE COLLECTIIIN DEVICE IS REQUIRED,' INSTALL., PER MAFAJFACTURER'S REQUIREMENTS. TENANT MUST : EMPLOY GREASE GUARD TO INSTALL; CALL .1- 800 - 284 - 8 FQR DTSTALCATIEI - 16 GA. FABRICATED LIJRR -SFF IIFTAII SEE BEIAICOFOR FRAMING_ REQUIREMENTS RTES I. FOR BALLAST SYSTEMS REPLACE BALLAST AFTER WORK IS COMPLETED. 2. NEW INSILATII34 TO MATCH EXISTING INSULATION HEIGHT AND OF THE SAME OR GREATER THERMAL RESISTANCE VALUE: a Ro1FDE TO BE INSTALLED AND FLASHED -IN WITH MATERIALS.' TO MATCH EXISTING. INSTALL MATERIAL PER MANUFACTURER'S RECOMMENDATIONS. 4. HVAC CONTRACTOR TO COORDINATE • INSTALLATION WITH LANDLORD'S ROOFER FOR PROPER -SEE: ENEE FLASHING AND COUNTERFLASHING INSTALLATION.,. 5. USE SELF DRILLING FASTENERS FOR METAL DEC NE K,TOGGLES FOR GYPSUM DECKS. EXISTING INSULATION EXISTING ROOK DECK BOLTED PIPE CLAMP CENTIALOIS FASTENING STRIP AND APPROVED FASTENERS AT 8'QC. — CAP SEAL RIFF NEPAL DECK ARON DUCT OPENING V/26 GA. SHEET METAL ALL SIDES 1/4' x 6' LU GALVANIZED STEEL LAG BOLTS- HALTS TO HOLD BLOCKING TOGETHER 1/4• x 2' LG. LAG NET Oil FASTEN PIPE CLIP TO BLOC KING e GAS LINE CAIN SIB HUMANE PAD 18'x18• CHIN. ROOFING FOR avow REF AIL TO PERMIT PLAN PLUBIBBC. CONTRACTOR IS RESPONSIBLE TO PROVIDE GAS LINE SUPPORTS FOR ALL . GAS LINES INCLUDING TENANTS PIPE SLEEVE AND CLIP. NOTES. SECTION I. SUPPORT REQUIRED EVERY 10'-IA LIC AND AT CHANGES IN DIRECTION., 2. INCREASE HEIGHT AS REND FOR ROUTING ABOVE ROOF MOUNTED ACCESSORIES SUCH AS EXPANSION .TINTS. = S. PVC PIPE SLEEVE SHALL BE THE NEXT SIZE PIPE DIAMETERTLARGER THAN THE ORSIDE DIAMETER OF TIE PIPE. VIHRATIN ISOLATION GROMMET 1• RUDDER SHEAR PAD DR SPRING 'ISOLATED FOR Ruff MID. EQUIPMENT PATE SHEET METAL CURB CAP AS 4' R 4' PVC PIPE SLEEVE SEE. KITE .S3 1 ® 1' VIDE 20 GA 6 VAVAM L. . PVCSLEEVVE FO. THE • (2) 4•x4' VCILMA II200 V 4uD': . 0000 - - PATE OM EQIIPAENC_ L PPOOT STYLE ° EF-2B�+�p• x15' I®i.il8 GLE KC V.D '- FIRE IDEATED' -MOO /LICKING ALL C4Y SBDEE.OE CURD NSMIDU. 6• VIQE.x TWODRFSS ' TO -MATCH BNSLLATIDN` CIOESS. ItlTCB VI>® TO LAY !TNT OVER , RE ;JOIST INDICATED O4.NIECNANHCAL. AND/OR STRUCTURAL WITH ` 3. JOISTS -. MAIN. WITH AN ASTERISK III 4: NQHffY. LACAT10( VITH LANDLORD 'REPRFSENTITI CONDENSING •UNIT AND OTHER' SPECIAL .' ROOF MOUNTED ' EQUIPMENT' SUPPORT DETAIL NTS - - TT =18 SFSUIE - EIVSE JO METAL BEIX AT V4 POINTS NytITruM east YR VIDE M GAUGE SH ITTIETAL CLIP MALES MID FASTEN TOCHASE VITA SCREWS. SECTION - 'A' MOTE ; . . 1.UT.SLorree IO.ES u . COVER MO CLOSURE _PIECE FOR PIPING 1/4 - ..SMALLER DAM OVERALL AWE:COPRESS INSULATION ANN FORL4 PRO PLACE. CALK PERIIEIER OF PIPES '. SECURE TO CURSS PIPDN sG ANO ,DEIONO COVER -DI PTP.TNr' CP OF ruD ty , . w6°PRO D NiIY 2 9 2GOt SECTION - "B' pTkG DTL7cI0T I. HVAC WNTRACTIR TO arsiITNATE IMSTALLATIO! WIN LAN ROOFER FOR PROPER TERRACE 00 PERMIT FLASHING AND' CITUNTENFI.ASHING INSTMLATIIN, Z 01ASE NA COVER - INSTALLATION - -N TH. SIPA. COATED, PINNED 31 4' CENTEAB. NIP GLCED TO SHEET METAL GTT O F N A 2OC. 6N �A�1 Rein : 7 /45/IA "METAL.ESTOS" TYPE RV FOR 8 »OR SMALLER TYPE QC FOR 10 OR LARGER DOUBLE WALL "61EFALBESIOS TALL CONE TURN DOWN FLASHING FLANGE 2 ALL TO FORM CURB CAP. (SOLDER CORNERS.) RESILIENT GASKET MINIMUM CLEARENCE - MIN. OF 3' -D' HEIGHT SHALL BE AS RED'D BY LOCAL CODE LOCATE 25' -0" FROM BLDG. WALL AND 15'-0" FROM OUTSIDE AIR INTAKE. CONTACT LANDLORD. BUM 1. H.VAC. CONDUCTOR TO COORDINATE INSTALLATION 1q LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING '* COt LASHING INSTALLATION. - 2. 6 TRRU 8' Remo D- -12 x1 CURB. FFLUES ROUND REATER THAN 11 ROUND Ft:UES CONSULT WON THE LANDLORD. - - GAS FLUE THRU ROOF DETAIL N.T.S. TT-4 EXISTING INSULATION EXISTING METAL DECK SECURE CURB TO DECK W/ (2 SC)E P E ER S .C. SECURE FLUE TO DF AT POINTS WITH MIN. OF. (4) 2x1 -1 2' 16 GA SHEET METAL - CUP ANGLES RIVETED TO FLUE. SECURED TO DECK. FOR DC VENTS USE"- METALBESIOS SUPPORT PLATE ELECTRIC MOTORS ELECTRIC APPL IANCE APPLIANCE SCHEDULE Vi APPLIANCE FLJEI: TYPE FUEL RATING GAS /ELECT.' RTIJH/KW' NSteE►' OS w�S TO SUPPLY NR WAN FLEXIBLE DUCT MOUNTING DETAIL N.T.S. - TT -R8, PLAN OF EXISRNG =ROOF DECK` - NBA ROOF IWARTION �riWeiT+ "1di101 , iL14T11Xi Mme: STRAP - CLAMP (TYPICAL)1 PLACES INSULATED FLGOBLE .,.. . CONNECTION.: (MAXI 5' -01 IN VERTICA ONLY. SUPPLY AIR DIFFUSER. Nov 2 9 2dQ, (FOR OP.ENRM:i 16 do SMALLER) . ,�.:: IIIIEEs , , I NEW RISOLATION TO MATCH EXSTMG mourn** HESGMT A OF THE SANE• OR GFlE'A l€RMAI. RESISTANCE V ALUE. _ ' • 1s 2.: 'comic .To BE *ISTA1ED ARIA FLAYED - RN wow WTEWALS TO EXISTING. INSTALL AMTERMLS: PER MWUFJGRIRDR'S'AECOFMENGATIONS S. E METAL DECK FOR OPEWNCU IARfER '1R S NOT NAMABLE. . QN ACT LANDLORD'S SERUCILIRN- ENGBEER. - • - - „ TNIB SHEET Mk "T0 -e1 _ BLURT BE ANC UDSkAIL LANDLORD. BIDDING CONTRACTORS. AND FOR BUILDING PERMITS 2 "x4' FIRE TREATED WOOD NAILER. SECURE TO CURB AT 12 - 0.C. (MIN. 2 PER SIDE). FABRICATED I6 GAUGE GALVANIZED SHEET METAL ALL WELDED CONSTRUCTION. PAINT AFTER PANT ADS RUST RESISTANT AFTER FABRICATION. FABRICATE HOT. OF CURB SO THAT HGTABV.ROOFING SURFACE IS A MIN. 10'. FOR HOOD EXHAUST SYSTEMS SEAL OFF OPENINGS IN DECK W/ METAL PLATE SECURE CURB TO DECK WITH SCREWS AT E" O.C. 37x3'x1/4" ANGLE FRAMING ALL SIDES OF DUCT PENETRATION. WELDED OR BOLTED TOGETHER. COPE ANGLES PERPENDICULAR TO JOISTS TO ALLOW TOP LEG TO SET ON TOP CHORD OF JOIST. WELD OR CLAMP ANGLES TO JOIST. ANGLE MAY BE OMITTED ON SIDE OF DUCT OPENING WITHIN 6" OF JOIST. SECTION 'A' F - 1._ MAN WALKWAY BY LANDLORD BY TENANT REINFORCED JOISTS INDICATED ON MECHANIC/. AND /OR STRUCTURAL PLANS WITH: T. BLOCK OUT AREA 2. JOIST MARKED W/ AN ASTERISK • LAP ST MIN. ANGLE OVER ' JOI 2 CHANNEL SUPPORT O TOP O DECK S -0' O .C. M AX . SPAN TWO JOIST 4W. OUTLINE OF R.T.U. NSTES; 1. INTERIOR DIMENSIONS TO BE DETERMINED BY SPECIFIC EQUIPMENT. SEE DETAILS. 2. EXTERIOR MIN. DIMENSIONS OF CURB FOR FLASHA4G AND COUNTFRFTASHING SHALL BE 12 "x12. 4" MIN. FULL PERIMETER R.T.U. CURB METHOD #1 (TYPICAL FRAMING FOR REFS UP TO 1880 IBS. TOTAL WEIGHT) RTU STRUCTURAL FRAMING PLAN N.T.S. SEE NOTE TREAD PAD (CONSULT LANDLORD ROOFER FOR TREAD PAD) SEE NOTE #2 12' MIN. FOR HOOD EXHAUST OR WHERE CODE DOES NOT PERMIT TREATED WOOD BLOCKING. OMIT WOOD BLOCKING AND UTILIZE ROOFING MATERIAL PER CODE. METAL DECK. ANGLE NOT READ WHEN DECK OPfNDW IS 3r341/4' DUCT WPC. FRANC TIP. 4 AGES /OPG POWER A CONTROL WXRING THRU ROCF E QTY O B B PROJECTS ?MEND MORE TWO NEXT JOIST. USE THIS DETAIL FOR NON - REMOVEABLE EQUIPMENT DETAIL OF FABRICATED CURB Zg N.T.S. TT 26 ROOF TREAD PAD LAYOUT /Q\ FIRE TREATED BLOCKING ALL (4) SIDES OF CURB. NOMINAL 61WOE x THICKNESS TO WATCH INSULATION THICKNESS. 2x2 FIRE TREATED WOOD NAILER SECURE TO CURB AT 12'O.C.(MIN (2) PER SIDE) USE THIS DETAIL FOR REMOVEABLE EQUIPMENT RIGS INSULATION TO MATCH THICKNESS OF NAILER. ADHERED TO CURB. CUT INSULATION TO MEET WOOD BLOGONG EXISTING INSULATION TO REMAIN. REPLACE ALL DAMAGED INSULATION TO MATCH EXISTING. METAL DECK EXISTING JOIST 5' x 6.7 # /FT. CHANNEL SUPPORT ON TOP ON TOP OF DECK SPAN. WIGAN OF 3 JOISTS LAP ANGLE OVER JOIST MIL OF IT OUTLINE OF R.T.U. FULL PERIMETER ROOF R.T.U. CURB ANGLE NOT REOb WHEN DECK OPENING B WITHIN 6' or JOIST YNYUN. ANGLE FRAMING FOR DUCT PEPORATIONS TY, 4 SIDES/CPG {' MIN. ROOF JOISTS.: LAP ANGLE KEN. 2 OVER JOIST i ANGLE FRAMING FOR DUCT PENETRATION • II ■NIi_� ∎io.EJ.OPr;.O 111Y■■1�1 �e�:::� R ®x�lev III maw ■ . = == 111 9 ■11110wrr....:.i III RERED JOINLS AND GROUND SMOOTH ON CURB (1VP.) PLAN REHR/RCM JOSLS INDICATED ON MECHANICAL AND /OR STRUCTURAL PLANS WIRE 1. BUNK OUT NEiE 2. JOSE MARKED W/ ASTERISK. • EACH JpST O YPro METHOD #' (TYPE, FRAMNG FOR RTU$ BEREEN 1080 LBS_ & 2800 IBS. TOTAL WEIGHT) RTU STRUCTURAL FRAMING PLAN N.T.S. POWER A CONTROL WRING TARN ROOF ruEAe I. LOOMI RN OF RTU PRIOR TO INSTALLATION 2. NI SHOWN N TORE CONTR. LIMBS OiIERIRE NOTED S ROME PISMO= F WOOD NCR PBREHID BY COOL RTU STRUCTURAL FRAMING PLANS AND SECTION N.T.S. TT -1 SEE NOTE #2 .A FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A TAN. OF 1" BELOW. TOP OF PIPE SOLDER JOINT : U : W 4 LB. VIRGIN LEAD TYPICAL DETAIL LEAD - BUR N.T.S. METAL DECK FULL PERIMETER ROOF TOP EQUIPUENT CURB.. FRONDE STEEL SNBMS %T M IF READ FOR WITTING O. C. CONNECT TO UNIT DUCTWORK 4' OMIT LEO N ll! fl i MK MLR- 40 R TO CURB CUT 1NSUL ID MEET TRACKING DCKING FLEK DUCT CONCONNECTION O HOLES: 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETE). 2. 4. LB. LEAD FLASHING BE I/4' MAX. DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED. - 3. FLANGE SHALL BE SET B L. Y ROOFER. CONTACT L FOR LIST OF APPROVED ROOFING CONTRACTORS - 4. ALL R00FWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR 5. VENTS SHALL BE 'A MINIMUM OF 10' -0" FROM OUTSIDE AIR INTAKES. SET CURB LEVEL WIHIN UNIT MFR'S. RECOMMENDATIONS RESIDENT GASKET CONTINUOUS A Y UNIT MANUFACTURER R WHERE,REOE 3' xs i/4" ANGLE FNAONG' WEEDED Y-x OR ROWED TOCETHOL A COPE ANGLES PERPE TO JOISTS TO ALLOW TOP LEG TO SET ON TOP CHORD OF JOIST. WELD OR A BE GLES TO JOIST. ANGLE WAY BE, WITHIN ON SIDE OF DUCT OPENING WITHIN 8' : OF JOIST. 5 PRLSSLUE REGULATOR (WHERE REQUIRED) GAS CO. s ■ MMei or:��a>,s� /• j 9 , 01 ,M ALT NUT t OO NOT GRILL .HOIST FIRE MIMED WOOD swam. AIL POUR SLOES OF CURB NOM. 6' O X CRESS. IN TO. MATCH SIAAIOTHON TNCIOEFSS CIHtB TO CHANNEL W 3 �1[y)�pSE7RA WCEINE GAS SERVICE (WNERE.REQUNED) O S7T� INSULATION AWOL OB. JEST SECTION °A° 3::›0 SEE NOTE #2 STAINLESS STEEL WATER CUT -OFF MASSE CLAMPING RING PRE - MOLDED - ' . ' SPLICING CEMENT PIPE SEAL RUBBER :BBB B LAP SEALANT ROOFING MEMBRANE INSULATION BUE DO NOT TRIM DECK FLANGE ASK CONE. r SRA. BLOCK 24104' NKAMNE. FMCS SRO BACK - 9RBIEL - . NOTES; 1. PRE - MOLDED PIPE SEAL CANNOT DE CUT VERTICALLY TO BE INSTALLED. 2. : PRE - MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER. 3. WHiN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED. USE FI10 _ FABRICATED PIPE SEAL SEE ALTERNATE PIPE RASING DETAIL ' 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 5. FLANGE SWILL BE SET BY ROOFER. CONTACT LL FOR LIST OF APPROVED ROOFING CONTRACTORS - 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR 7. VENTS SHALL BE A MINIMUM OF 10' -0'. - TYPICAL DETAIL PREMOLDED - RUBBER' ROOF N.T.S. .. CIA AL WET At SP ECIFIC' ATP NS Skeet 5 of .6 CLEANOUT INSTALLED BY LANDLORD NO HUB CAST IRON 9 PINGOABOVE TENANT SANITARY PIPING DETAIL N.T.S. PVC TO A MAXIMUM OF 9' - 0` ABOVE FIN. FLR. EXISTING BY LANDLORD I ! PVC/ABS STAMPED ASCM 1 02665 -78 COUPLING (SEE NOTE 6) CAST IRON SEE NOTE 3) SPOOL PIECE � II I it / \—INVERT ELEVATION AS SHOWN ON LANDLORD'S DRAWINGS SEE NOTE 5 FOR ALTERNATE SANITARY CONNECTION NOTE: 1. TENANT SHALL CONNECT SANITARY DRAIN TO CDNN:.CTIONS PROVIDED BY LANDLORD. 2. TENANT SHALL NOT MODIFY LANDLORD'S DRAIN OR MAKE CONNECTIONS TO SANITARY AWN. 3. ABOVE AND UNDERGROUND. COUPUNGS SHALL BE `CLAMP -AL DRAIN COUPUNG MODEL -HI -TORO 4. NC PVC PIPING SHALL BE ALLOWED IN RETURN AIR PLENUMS. 5. F EXISTING LANDLORD PROVIDED UPPER SANITARY TENANT CONNECTION CANNOT BE USED. CONTRACTOR SHALL USE LOWER ALTERNATE SANITARY CONNECTION. 6. TENANT MAY USE CAST IRON BELL AND SPIGOT WITH APPROVED COMPRESSION FITTINGS BELOW GROUND. v NORDSTROM �/� �U . v%/ %cif � `� � � �/ � �y /�/ / / //�J'. . ; M FQOC WOMidA SEARS SEARS 5 CONC. SLAB ON GRADE NELEL L. THE 'SPECIAL BINDING Cb1A1110NS'; NGTEU ON THIS DRAWING; sou. I$.COT' BUL881C /CONSVRUCBON RESTRICTIONS. : CONDITIONS MUST BE FIELD ' -YETI/FEWER TENANT. 2. NONE OF THE NOTED CONOMONS MAY BE MIMED N ANY WAY. NO FLOOR PENETRATIONS ARE PERNTIED UNLESS REVIERED NM APPROVED THE O AND ALL PRESIDING GOVERNMENTAL AUTHORITIES. 3. THERE ARE LOCATIONS BELOW THE FLOOR SLAB AT WHICH SPECIAL. EQUIPMENT HAS BEEN LOCATED, FIELD VERIFICATION OF THESE IS THE TENANTS 4. UNDER FLOOR AREAS ARE HAZARDOUS LOCATIONS DDUEMN m AND SPACES D NAMABLE GAS .. 5. 'DO NOT CHANNEL .FLOORS DAMAGE :. WEL RESULT-it, - ED cm o o FOOD COURT JCPE4E i JCPENNE`e A caw NOV 29 MEEHA`id'IC DE1`AI 1 AND SPBCIFICATI# SbAat 'EP of 6 T HIS�:SHBET A iTO.61 MUST BE INCLUD-ED'_A PAT '-O TBN'AN SUBMITTAL TO THE LA NDLORD, `BIDDING .. : AND.. FOE' BUILDING a_PERMIT The Richard E. Jacobs Group PIPE SUPPORT DETAIL NTS TT -135 1` RUBBER SHEAR PAD OR SPRING ISOLATOR FOR ROOF MOUNTED EQUIPMENT LANDLORD PROVIDED CONCRETE EQUIP. PAD ROOF MOUNTING EQUIPMENT NAG BOLT WITH FIAT WASHER EXPANSION BOLT ROOF MOUNTED EQUIPMENT SUPPORT DETAIL 4 0 1T -135 NTS .■■• LANDLORD'S O.A. DUCTS RESFONSiBILIT'i' SC 4EDUL • CODE SUMM`MAiRY ° LAME P E4D NOTE: Tn'E GENERAL CONTRACTOR SHALL VERF". ALL ITEMS ON THE SGI -EDULE FOR ACO.ARACY PRIOR T BEG NPING CONSTRUCTION ANY DISCREPANCIES SHALL BE REPORTED TO FERMAS EEL SA USA a -' Y AF'F' IGABI = CODES: ' PA NT: FLOORING: BENJAMIN MOOR_ LATEX PAINT PE.10 PUBLIO 450 4 FLAME SPREAD RATE: ASTM E FLAME SP.AD RATE: E 8 RE F(EL C . 5 OMTRIBUTION 648 SMOKE DENSI - T, ASTM E 662 STOKE DENSITY. 0 CEILING: CURTAINS (FIrrING ROOMS). . DIVISION RETIAYRKB 1 - - s• EXISTRLs T. TENON- GC= GENERAL CONTRACTOR LL• LANDLORD DM810N - - - REMARKS - - ALL WORK SHALL CONFrdM O TO ALL APPLICABLE GOVERN.. CO INCLUD BUT NOT LIMITED TO, 7. LATEST ED11 OF T. FOLLOWPY_T: 1.11NIFOR•t MILD. CODE TECHANICA, MST WEOR^M MECHANICAL CODE t99; NATIONAL ELECTRICAL CODE '' - ., F JIG 19°7 P A,13 IRE C 3NG.COD ..' FI AC,-......113,11-1, R,- t99TAC SS N BILI CODE rest ACCESSIBILITY ur CODE • 01.1. 2000 WASHINGTON STATE ENERGY CODE WASHINGTON STATE - S DATA: W4SH T AMEN_ EKytl 'NAG D T G u8. rero +r SOFFIT AND WALLS) CUSTOM DYED !m oz. CANVAS USG. TYPE 'x' OR EQUAL CHAR INCI-ES r1AS. INDIVIDUAL SURFACE BURNING ARAC- 15 R At: PROHIBITED 22 S DS MAX INDINDUAL CH - N FA 101 LARGE SCALE FLAMMABILITY FLAME SP READ: 0 '- SALES AREA CEILING -: DIVISION 01000 - c:ErERAL DIVISION 12000 - FWa'll5Ht(k., • - BUILDING PERMIT T GC. SHALL PICK UP PERMIT AND PAY ALL ADDITIONAL FEES GASH WRAP, 9AGKURAP T T-' :• POWER SUPPLY / PHONE "STUB -UP _ETC. BY GL.. _ " � CLEAN -UP, FINAL GLEANI"Cs - - '.. • CJRTAU�, HANGROD, AND HARDIWiRE (FR. R . ` 1. - E ACH CURTAIN IS ARAM, RETARDANT' :. _ i - A OGCUPNJCY - M) I-E!xANrILE DEMOLITION - --- = iTTRICz ROOM H #1 ANGER 0! -DER. �- I UI ==: - , ' ',. + .• � . ' Pf2E- MMLPAGTURED PARTIT'ONS DIVIDING rut err.. mo "5 . _ CONSTRUCTION c.1YF•E CONSTRUCTION. ON TYPE. 2 - N B TCT C R. AIWA: 6 VD3 SF. 'F_ OCCUPANCY LOAD:- rim PERSONS - UILDEPAic! ( - TtlaO!LAl DEPT. fF GOMMSp(:Tl' DEVELOPMENT • •b3 O9 5WRICF rra, BLVD. SURE 100 • - . WASHINGTON BFO - R I0ME:n062 437 - 3616 - FAX, NC (206) 43 3 833 , .. -- N 1 OAD CAI C ATIONS: OC CUPA L 2' x 2` LAY W) STOCKROOM/ ARMSTRONG M/ TOILET ROOM l CEILING 'c- NEUTRAL PIERS AND MILKHEAD 2' • SEE &EVATIONS AND SECTIONS FOR Fi82T1 -F_R c-ARFICATION AND DESRIPT!ON I G� WILL HE REPORED TO PATCH. AND REPAIR AS NEEDED PRIOR TO CC.TRUCTIoN COMPLETION Prr¢^G Rt+id"Y73ENc E.S-PJRN(ruEe FITTING ROOM MODULES TERIS AR"ISTRO`l (2' X 4' LAY -IN) SURFACE BURNING GF OR LE55 ASiM E. _ AC = CHARACTERISTIC: COVE - . _ A:_ RUN,.•. LOOSE FIXTAZOS. WOOD bum METAL INCLUDING ALL L OCAL PEST CONTROL . ameorsKrS, .' P=_RI!TS, VERIFY MALL .01i.MEJTS W W ■ BARRICADE 15 TO BE PROVIDED A5 r.aoRED BT THE LANDLORD. MIIIMI VERIFY MALL RECUIREF NTS - MISC'cLLANEOUS STORE EQUIP ENT -, NCN -SALES S.-L.. WITS VELLA_ FIXTURES - MANNEQUINS ETC: :. . - LA FLAN E SPREAD !0 CAST. -S4) F ; CON 4iB :: O SMOKE DEVELOt�J 5 Films SPRINKLER SYS'.EM: ;;: r• Fa4NF5 .1 _. 'DIVISION 02000 `- SITE wow - .. "' 1111 SPECIAL - DIVISION 13000 - - C 4STtalcTiCT•1 - . . NO WORK UNDER THIS SECTION .. - CONTRACTOR SHALL I.UIORK Al. MODIFY THE SYSTEM AS REQUIRED FOR THE NEW U'•! GE!L MG HEIGHTS. MODIFICATIONS SHALL BE DESIGNED SPACE 4 'u' ._ At. AND INSTALLED AS REQUIRED FOR THE NEW SPACE CONFIGURATION AND CEILING FEIGv -IT NS S. MODFICATIO SHALL BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE SPRINKLER CONTRACTOR.0 SHALL P.PARE DESIGN/SHOP' DRAWINGS OF T. 51 E._1 AIMD SUBMIT SUCH DRAWINGS TO T: LANDLORD, BUILDING AND FIRE D \ FOR APPROVAL F'FICR TO FABRICATION AND INSTALLATION. ALL WORK SHALL PTE DON= W ACCORD WITH NEPA, STANDARD 101 AND ANY OTHER STATE OR LOCAL CODES HAVING A1REDICTICN. DIVISION 03060 - l PATGHHG III .. NO WORK U DER N 15 SECTION - - _ - 1.4000 - CQ•h•EY8'C SY5 = 111 - - CONCRETE SLAB �, 5� SPEGElGATIOI 45E, DINSION 03000. GL. W31 REQU IRED TO PATG:.1 AND REPAIR AS h?JED PRIOR TO INSTAL OF NEW FINIS:F_S_ NO WOW UDDER THIS SECTION DIVISION - MEGI4AlBGAL . . TOTAL LEASABLE A....,,.. 6403 SQIAR= FEET SA`' ES F700.E` 413 °F FEET/30 . 160 OCC.PANTS oFr lcs, CORRIDOR • LAVATORIES: !308 SCrJAF�E REED.. = 13 . NTS CUTTING OF EXISTI .a SLAB/CORE DRILLING T cTi COO W Y�L = A^^1LRIE5 MGE AND AVT AFFECTED TENANTS. DIVISION 04000 - MASONRY " - TOTAL OCCUPANT LOAD ` 113 PERSONS �rE� PANE-5 .� .s PROVIDE FOR A MINIMUM OF !4) 18' X E ACCESS P S M @d5E BD NO WOR1K UNDER THIS SECTION MEM DPPJSE2= _ . MM. W (IY rib® O - PROVIDE ...INSTALL BALANCE A5. REWIRED. _ 4N NEW LIGHTiF COMBO .± ..: EXISTING TO NE MODFIED BY SPR08K!_ER SUBCONTRACTOR (AS REQ41.1OT SEE MECHANICAL SLEETS'-' .._ _ " SEE MECHANICAL NOTES FOR ADDITIONAL IrFORMAr1ON 5 .4 0) .N -NEW TOILET - T; HAND SINK < MOP SW TORE PROVIDED AS S TO NE OETER'MINED K T92 FIELD - COORDINATE WITH LANDLORD_ �i�O✓ - G T D A. i A � s- I M O:_ - -IAU G O ST FANS AND VENTINMtle DIVISION 05000 - MISC. METALS III '- ='= SPRINKLER MAW j,•:'0 FRAMING AND Gle ..: HVAC WIT(S) ©m■ SOFFITS' M _ VAC DISTRIBUTION( DUCTWORK fS H IB PROJECT NAT. r ccie.,/ PROJECT M2NAGNR PER'NASEEL SA _ PETITE 50°HIS SOPHISTICATE Y00 P.IO = 'w N.x AVENUE qDF D55. 4-124 ENFIELD, T 06087 ° IKE TcRMALL CONSTRILCTION MANAGE, T M PARIDE PRGO TU'KL':'LA WA 9 C.9)145-8534 FAX 280) PI-10. ',K L WA WES � E T OF CORD: PIONEl3 A C ...CORD. G!"f A�171TEGTUR .PA -0423 - 219 NOR'F. S_CCND STREET. SUITE �O. PROJ ECT DES� PTION. RAE MO DEL MINNEAPOLIS, `IN 55 6 1 254 IO 28 °-NS L ORD TE R:G.Is11ZD E JAGOBS GROI.- WC. 61754,329 FAX L _ 25425 LENDER RI 4 ROAD CLEVELAND, - SHAULN A BO7",A C.) PERMIT EXPEDITE, EXP.. PERMITS ONE07 5853 n POST V.. X: (809 SUITE H TORRANCE, CA 90501 MR R:GN KOZICH 3105 2 86 3 0 0 PHONE J � s T S L.- J-. •� X r DETAIL NUMBER 1 L J SHEET NUMBER SECTION NUMBER ■ SHEET NUMBER E_E VA71CN N',LMBER ^ _ _ •(�Al?� SHE N1MBcR �•, . FINISH NUMBER DEMOL TOTE EASE TINE I� T, 1✓ Y � OLDIS, EXPANSION JOINTS t TRANS. STRIPS M Ks �+ TVQUIRED d5 I WILL PLUl'•ETNG FIXTURES r .. r ROOF UDR, • � DEMISING WALL STUDS' ,. i BE REQW2-D TO PATCH AND REPAIR AS NEEDED. SAUCE ADD TO REN* AIR 4 SUPPLY AIR DUCTS At EACH UNIT (AS *ALLIR =D SEE HECHANIGAL NOTES FOR ADDITIONAL INFORMATION WOOD A1ND D IYISION IDSIDIDO PLASTICS „! V ACU TI SF OC EVACUATION ON STSTcT W�y� SFRN<LER STST£ T 1 MODIFICA IONS - .9 NATTER .AND SEWER STTJB exitmNG'TO BE M09IFlED. BY SPRINKLER SUBCONTRACTOR (A5 R= QUIRE : _ --_- CONTRAL?OR TO MODIFY As REWIRED BLOCKING -.. ROUGH CARPENTRY, FIRE RETARD. LUTE. 2 PLYWD 77. (NONMOOT 'ST LE, = NGQI WATER CCOLEREDRIG FOUNTAIN - Zi SEE MECNA'IICL A SHEETS - - ..- rE FLOOR PP SHE ©' SEE SPECFICA' �'*N.5 SHE 43..1 DM51ON 0332. _ .x. DIVISION 16000 - ELEGTRJGAL II <. :. :. - .. FLOOR PROTECTION 1281M - WOOD BA. !AT SALES FLOOR) tTNDER T BY TENANTS _ DIVISION 010200 - H TURE FR7TEGT co 'EGTION AND Wet. CF G1GH�WRAP Dr�AM ST =_aVLR T EXISTm DREAM STEAME BE ReL- o c4TED AS N.G. . "M MOISTURE BARRIER/ WATERPROOF NEBRAN_ IL : NE PROVIDED AT MOP SINK AND TOILET ROOM LOCATIONS- ELECTRICAL SERVICE �1.w II -SEE ELECTRIOAL SHEETS FOR ADDITIONAL INFORMATION. SEE ELEGTRECAL SHEETS FOR ADDMIONAL OFORMATIOK SI ELECTRICAL SHEETS FOR ADDMCNAL' NEORMATIRN. ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION NEE ELECTRICAL BHEE FQR ADDITIONAL IISOFd'IATICK ME _47N 2tE A M1N 0' -6• UP T._ WALL ELEOROCAL PANELS 7:7:11111 DIVISION 08000 - DOORS 4 WINDOWS Ill 7'EIGHIGY LIGHTING ,(IT SIGNS FIRE ALARM DOORS, FRAMES. HARDWAR -_._- MIRRORS ® BY EMIR S'PPLIER/C NTRACTOR r LIGHT FixRJRES '- i / c' � _ ' � R • ' - - 6OWD SYST SP EAKERS 23 TO ors BACK TO MANAGER'S DE6N'_ NEW WALL (MERCHANDISED) gSTTAORE RC , DOORS 4 HARDWAR T TELEPHONE SYSTEM . CONDUITS BY GENERAL, COMg�OTOR - ST RrRON T LOCK CORES AND KEYS T - _ GE DOOR/EXIT DEVICE 5TNTJALARM ., 3 S BLZZER FEE HOLE BY GC, ALARM/EX DEVICE NT.TENANT TRAFFIC CO.NTER BOX , • _ _ _-_ _ - NEW WALE_ CNCN- MERCHJ .. _ DIVISION 05000 - PNISHES TRAFFIC CCWTER BENL50R5 .. •: ' '- ��• ��U t 7RYa,IF^CEPTACLES. 88...8 ?:W ... ® / / / . N1cW LL I HR TO RANTED WA DECK OWE. CEILING -. SOFFIT - " SEE A,] AND A2.1 FOR ADDITIONAL IrOR•MA'ION ' y'� � PROVIDE Ca . 15 - O PROVIDE T -GRIT^. AND INS - ALL TILEGaRID. 11 - GG- i5 TO PROVIDE MD NSTAL. TI-r TILE AND THE T -GRID- ■EM 2x2 CEILING TILE (SALES AREA) ARCAITE gp Tf CTURAL C - E7 AND RESPONSIBILITY SO.'EDUL' 1 - 5 '_ t 40. Cm -NERD_ NOTE ARID DEMOLITIO. PLAN AND NOTES A _ A SCHEDULE, a 72 REFLECTED GEII INCs LIGHT XTU N E AND NOTES A73 FINISH PLAN SCHEDULES Al. NOTES AL4 FIXTURE PLAN. SCHEDULES AND NOTES LA1`l - a' - ` FLAN 1� I -- KE -, I L AI `! _ " s 2x4 CEILING TILE _ .. _ X 5 - IN.: WALL WALLS - - - REMOVED (DEMOLISHED) • NUMBER . THERMOSTAT -PLAN DUPLEX RECEPTACLE CUTLET - QUADPLE X RECEPTACLE OUTLET FIR= EXTINGUISHER. EXTINGUISHER. Q COLUMN ENCLOSURES !GLUE.) TO PROVIDE NEW ENCL0.WRE5 MAINTAIN FIB RATING.. DEMISING WALL GYPS M BOARD , - • GG 'O PA ...H MD :PAIR AS REQUIRED TO MAINTAIN P E RATING PAN WG WISHING : _ F _ - _ ADH RED R TRIOS _S.VE, E'C, - .. _ - - x .. .. - FOR V"� -R'xR ONLY. I .NON SAL ViN`"L ES) VINYL VASE !AT NON - SALES) T G.C. -� AD:ESIV= A SEALANT H - - - A2.0 SCHEDULE STOREFRONT PLAN, STOREFRONT ELEVAT IONS AND 51 E . All STOREFRONT SECTIONS AND DETAILS A.22 FITTING ROOM DETAILS AND ELEVATIONS 423. WALL TYPES AND - A3J9 INTERIOR ELEVATIONS DETAILS DETAILS ICATION SHEET _-. A SPECIE -. ill , Sr=C F:CA::EN B..EET - 452 SPECIFICATION SHEET. M MECHANICAL NICAL / HVAC LEGEND AND NOTES MR FECHANICAL p.m.. PLAN, DETAILS AND SCHEDULES ' M3 rECNANICAL SPECIFICATIONS STRJCTURAL DETAILS • • ec • 1 ELE 7RIC4L LIGHTING SPEAKER IN AKER PL AD 9CNED CAL P AN DETAIL AND NOTES E2 ELECTRICAL POWER PL D E3 ELECTRICAL RISER DIAGRAM AND SPECIFICATIONS , ... :. AD.ESivE BY GL - CASUAL CARTER/ PETITE SOPHISTICATE SOUTHCENTER MALL SPACE •'A -RIO t A-i24 .. ... _ ._ a. L_ „. i -.' _- ___ WOOD FLOORING ' BY TENANTS FLOORING VENDOR i WAIL_ COVER,. PROVDc COR•LER G ilb�S .AS INDICATED CN THLL L E _O .. _. _. '.E �D FROM MALL REPRESENTA,TIVE. G.G. T P .'RGHA A5 REC:I .. LEVEL LO F I Ncsoa .. NOT TO SGA E 6 L TLe.0.4 ,. `.' Ierer DiVISiON 10000 - SPECIALTes III 51GNAGE N, ,.. - - GRAB BARS (TOILET ROOM AND FITTING. RI, W - " : .. _ i" "^ I I I . # . '.' 6 ' -• NEW VINYL LOGO s STop.=eb lT GLA55 ' CASJAL GORIER' /' PETITC 50°HISTICATE' Ai5 SFIOIW. '.' - ' STORAGE Al.A SHELVES 2 SURFACE MID. STAN" '- AXR.WG STRIPS B" GC !SEE DEi AILS) TOILET ACCESSORIES yI��N ... HRE EMMGUISHERB .<„ VERIFY LOCAL 1 0..11RBMENTS . - I:y, ' _�I 1 ACCESSIBILITY SIGNALS AS 1.0-1 RED. - DIVISION woo - EQUIPFENT - e�Xla , 'E LITE' METAL STUDS, RECESSED STANDARDS � GO. TO FRONDE AND WStALL BLOCKING AS IEQUI�P. -t - T .. ' '' -:_ NORTH - PANIC HARDWARE (DETER) © SEE_ DOOR SCHEDULE. - Lc ER MALL NTEF -MALL SHIN ION SEPARATE PERMIT REQUIRED FOR: MECHANICAL 5 ELECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION i TtGTE I understand tha the Plan Check approvals are subject to error and onssions and approval of plans does r t uthor z the - oration of any adopted cod_ c o.: :.1r, :e. R.. n Ipt of con ;Factors copy of approved pans acknowledged. /UNSAY By Date Permit No / 7 0a v1 •v vim spa CARLSON ARCHTE_TLR E R Iteal/G OBI. BRUCE M CARLSON, AlA NORTHWESTERN MEMO 219 N. 2ND ST., S .ME MINNEAPOLIS: MN 55401 PHONE .- (6121 -6677 - FAX- (612) 338 -2995 E-MAIL' info•cmarch.com CONTACT LISA: AA. - HU NE/ S. MIOHAEL. WILL U73)247-3138 CONSULTANTS MECHI @.ECL 81118 DU HNAM AS90CIATES 8200 N OIWANDALE S-VD.4500 NMNSF- AECIIS MN 55137 -1375 NEAL MM5tI N 552 120 -M00 (902) 8202780 FAX SEAL: I HEREBY CERTIFY THAT THE PORTIONS OF TMIS TECHNICAL SUBMISSION BEARING !F( E A! AND SIGNATURE WERE PR AIRED 8Y JJE SP UNDER MY CHARGE. I AND RE ,GIST RED CHARGE- I 'AM A DULY REGISTERED ARCHITECT U E NWS W OF THE STATE O' ' ON. N-. lttl . 1: BR SI DATE ISSUED REG. NO. Dunham Associates Consulting Engineers rnwEC N0. DRAWING DATE: DRAWN BY: 10/13/01 5444 PERMASTEEUSA BJ PNOen A -ECdN4 TlKL6Z T.(98L)....a4423 Fez (8.745 SA SOUTHCENTER MALL 633 SOUTHCENTER M U. TUKWILA. WASHINGTON 98188 SPACES IA -120 AND #A -124 SHEET TITLE: TITLE SHEET AND RESPONSIBILITY SCHEDtd.E REVISIONS N0: DATE: BY: ECE :E0 �!>i'aFn1xTN ^ta AO.O OIg2 -T5 10/04/01 SHEET M OF 1B FILE: 0: /CASUAL CORNER /01102 -18 /wnovc Iv Donnorcc THE GENERAL G".ATRACTOR 15 NESPON51BLE =CR AL COORDINATION BETEEN SUBCONTRACTORS BASED ON THE ENTIRE S=T 5 THESE DOCUMENTS- NO•EXTRA COM)ENSATIO: WLL BE GIVEN TO A BIDDER OR SUFFERER W:O HAS BID RREE1 AN INCOMPETE SET 5 CONSTRICTION DOGiLNEN'S. N CASE OF NCOESTENC1E5 OR D150EPANCIF_5 °...ETILEEN ORA... THE ^1057 STRNCENT NOTE CR CONDE.ON SHALL APPL, 7, CONTRACTOR SHALL NOTIFY TAE CASUAL CORER PROECT MANAGER `INEED:A 5 ARE SUCH DISC EPANCES. 2. E .PERIL CONTRACTOR :5 ESPO:SELE FOR C...C.KINa AND VERIPTPG ALL SHIPMENTS 5 CASiA- GARNER SLP L'ED MATERIALS. TH15 NCLLDES .R7E1NG EACK'NG LI575 AGANST ORDER FORS AND BLEB 5 LAD., NOTING ANY DAMAGE. P 'RS IS NOT DONE THE GENERAL CONTRACTOR WLL GEAR 7, COST CF ANY EXPEDITED F:•EIG:-T C..AWES TO MEET THE CONSTRICTION SC,DLM E. THE GENERAL CONTRACTOR 15.SPONSIBL E FOR=ENG DAMAGE CLAM'S AND MUST :.AMAIN PACKING T A =RIBS FOR 5-:11P - ENT 5 AN DAMAGED ITEMS. 3_ THE GEE., COEFR ICTOR SHALL KEEP ALL NSTP. C.EON HANDBOOKS AND PAPER_IOIRE NCLUDNG ,L RADE. SUPS AND BILLS 5 LADNG N A',ARCED ENVELOPE. THIS ENVELOP=_ IS TO BE TLRNE'D OVER, THE CASUAL CORNER CONSTRUCTION PMuJECT MANAGER 4. THE GENERAL CONRACTOR SHALL . ESPOSELE FLR THE CLEAN , 5 ALL TRADES, 5. THESE DRAWEE, A. NOT TO ALTE.D. iN ANY MANNER WITHCaIT L' RIT =N A:1H0,22ATIO.i FROM CA5.1, CORNER 6. THE GENERAL CCANTRaCToR SHALL G' ANA E 911T4 7, LANDLORD FOR SG1-EDUL.P. 5 ANY CONSTROTION OPERATIONS {-RICH CREATE EXCESSIVE NOS_ OR OTHER D;5111529ANCE TO THE OTHER - :ENANTS'MAL_ OFERATIONS. 1_ UPON COMPLETION OF G0.S7RI1510N iT WILL _ ^_- 7, E5FRON5BiLC 5 RE GENERAL CONTRACTOR TO CLAN ALL ^MESH 6.11 AGESEIX'UE5 ERR MANUFACTURER'S NSTRICTICR5 AND TO EMPLOY THE S -RNOES CE A PROFESSION., CLEAN. COIPANY TO A.S.S. TEE TENANT AN ABSOLUTELY CLEAN 570.. FINAL CLEANING S , BE FE. -.O. - ED FER.O.ED NO MO. THAN ONE DAY PRIOR TO EFZSHANDI. ARRiv'AL FAN LNTDY 570.. 15 TURNED OVER TIE TENANT .5E ERNE -5 7, RIGHT TO EMPLOY" SCPLAR C.LEAN'ING SERVCS AND TO DEDUCT T.F_ COST PLUS 10R, FREFE THE BALANCE OF T. CONTRACT. COCRDN + _ ALL A-T- T;VMES WITH MALL MANIAC "WEN ^. BE-0. START `vG CONSTRJCTIOK NTERR.A i'ON . - RVIGS TO THE MALL OR OTHER TENANTS SHALL BE HELD TO A MINIMUM_ COODNATE AND SCHEDULE SUCH N:_RRPTION`5 WITH THE LANDLO.. EXISTING SERVICES WHICH AFE N ANY WAY AFEC•S.) BY THE P .CRR'IAN. 5 THIS WORK 5HA_' L BE PROTECT- AND MAINTAINED. THIS +'.NOE.. UTILITY SERVI.5 FOR T. MALI_ OR OTV'FR TENANTS THAT ORIGNATE N OR PASS THRO.i. TH= EAR, CORER LEASED SPACE. 9. ALL DIENSoNS a'c C : = FINISH FACE OF THE WALL. UNLESS NOTED OHERLOSE. 10. SHADED AEAS ON DRAWN. INDICATE EXISTING CONSTRUCT ON TO RERAN L.... OTHERWISE NOTED. 1. THE GENERAL CONTRACTOR W EL BE EEPONSELE FOR LI :L'Z'NG ENON LABOR N Q =WIRED AREAS. 12. ALL CO!.""R:. :Ti"J' N IS TC CONE-0.1 TO 41_ EDERA_, STATE, AND LOCI'_ LANE CODE ORDINANCES. ANC EG.LATANS. 13 THE GENERA'_ CONTRACTOR SHALL COORD:NA E 7, GTTING.a 5 THE SLAB (E EQUI.DI WITH THE LANDLORD BE =SHE° 3=- G`NNNG WORK. 14. THE Cr.NERA_ GN."N'TRAGTOR siAw .....4. 'SHE FOR COO ALL THEIR WORE AND THE UDR 5 THEIR &.CONTRACTORS WITH T. STR-0 JE AND SLELL BUILDING ELEMENTS_ CONTRACTOR SH.A.L ":"EDia cL NUCTPT' r'nS n CORNERS CONSTRSC O, PROJECT MANAGER OF ANY 51 GN,CAN7 DISCREPANCES T= -WEEP THE TENANTS DRAWINGS AND T. SIiLDING 5:✓__. 15. THE GENERA_ CONTRACTOR SHALL BE ESPON'S19HE FOR Nr.JT,NG- 5 STUDS, INSERTS AND BLOCKING AS EWI.D. 16. EPOS (ELECTRONIC PONT 5 SALE: EA: =RAILS AND NS ALLAT.yN (ER: ARE BE TENANT. IT. TELEPHONE MATERIALS AND 1.7,1' LITTON AE BY TENAN ^. _ 18. THE GENERAL CONTRACTOR SHALL BE ESPON.SIB= FOR COO.NAT;ON OF ALL CEILING WORK WITH ELECTRICAL AND MECHANIC, DRAWINGS 19. THE GENERAL CONTRA.;TCR 5 -A'L'L . ESPKNSIBLE FOR COORDINATION 5 LIGHTING WITH ELECTRICtLI DRAWN._ 20. GENERAL CONTRACTOR `✓ -'L'L_ EE .6E0.131. E FOR ....4 -' VG A. INSTALLING ALL LIGHT FIX SUPPORTS AS.QU:RED. 21. GENERAL CONTRACTOR SFA -L FROMDE TEMPORARY J05-57E PHONE AND FAX CAPABLE OF EGEIVRNG INURING CALLS FORT = DURATION GF - ' -E PROTECT PRDNDE T=IPHON' AND FAX NUMBERS TO Tr CAST.: CORER .FOJECT MANAGER 22. AT ALL LOCATJN5 iJHEE G - - "°w" BOARD ON DEMSINiG WALL PARE,. DOES NOT EXTEND TO THE DECK ASO PAS IN :+E CASE 5 THE OPEN SPACE;. PJRNI, AND INSTALL A CHICKEN WIFE BARRIER EX =ND NG RIP TO 2 .FEET ABOVE THE TOP 5 THE GYPSUM BOARD - FASTEN W. TO THE TENANT 527E 5 T-E DEMISING LLALL 'NEAT . STUDS. ALLOWING A5 LITTLE SLACK. AS POSSIBLE BET " =N ST1.5... ADDITIONAL TRA".ING 7, A MIN'�T*v% ;T S NOT. .ART TO PROVDE A HORIZONTAL NE1NFEEER A' THE TOP EDGE 5 THE WE E CTEND THE UFE BARRIER THE FULL LEND :H 5 THE DENTS. WALL. 23- FIRE RETARDANT -ALL i_i,T^,S R PL Loop MC MISC.'LD, SHALL B_E FIE RETARDANT TREATED- FRT (PESS4E r -7. -GNAT ICNJ TO COMPLY WITH :I_. REWIEMENTS FOR FLAME SPREAD OF 25 OR LESS (AS -84) EACH PIECE OF WOOD SHALL BEAR TIE UL LABEL INDICATNG TEATME\T. (U__ RATNs 5 RE-3). LLET.TE RAE_ BE DRIED TO MAXI E MOISTURE CONTENT AFTER T:EATMENT ALL Nc - 'L') ERA,. A' STOEFROIN: AND(OR ABOVE CEILING SHALL BE NON- CON". JSTELE. 24. ALL PENETRATIONS 5 DEM;SNO.- WALLS ROOF ANHD =LOOK SHALL BE FIE SA- =JiPROCF PER LOCAL- CODES_ 25. CETERA- CONTRACTOR S - O.C..YE, VLCAD AND PROVIDE 54rc STORACE TENA, SUPPLIED MATERI.^.'_S. TENAN. WEE . ! T. UNLOAD. AND OPEN ,L B0.5 OF FTMUES AND HARDUUAE, WEE 7, CONTRACTOR FRO/DING SAFE STORAGE. TRASH REHOVAL ALL 90.5. CRATES CONTANNG TENMi' SUPPLIED AND /OR NSTAL LED ITEMS, INCLUDING PXTU.S GJ - dRmaLE FLOOR. EC•- WILL SEE EN' GENERAL CONTRACTOR 26. Cc'NERAL CO.?RA =TOR •5 TO R 7- 10 /E_D157CC= 5 ALL 50.5 CRA c5/TRAS 5 TENArtT SUPP_:ED AND \STALED I'?'S iNC.E:GI!•G DISPLAY PWJCT:.'ES AND HARDI4E_ 21. GENERA, COTRA5OR &HALL RRO VIDE 9Y'TEC - I`T COYFRING OF ALL EWIP MERCHANDIS'_. CAEEE ETC URN.. AN 5EN SRO. REMODEL. (NINE. APPLICABLE) TO P. VENT DAIEG ES TO 7, EXISTING- EJCTUES AND `ERCJANDISE AND F.S.S. 28- GENERA- COTRACTOR SHALL vE2E' A EQUIPMENT SPECEICATIONS AND EWIRETENTS LW, TAE OWNER TENANT T =E START 5 CONSTRICTION OBTAIN CATALOG CUT SHEETS 5 ALL EWIPME,T FRO" 7 E PAINT. 29. PRIOR TO STARTING T E WORK TIRE GENERA'_ CONTRACTOR SHALL ARRANGE A MEETING- AT THE SITE WITH T E B.,LDLNG :NSIPF_CTOR AND F. MARSHAL_ TO .VIEW THE N."MBER 5 AND LOCATION 5 ALL SPRNKLER HEADS. =iE EXTINEEEISRERS. EX'T LIGHTING, EMERre - NCY LUG- NTIN;, AND BAoK - BA - R'ES TO POWER 7. ABOVE. T:.E CONTRACTOR SHALL MAKE ANY AND ALL ADDITIONS AND OR RODER-AEONS LS EQUI.D ALL SUCH ADDITIONS AND MODIFICATIONS A. , EE PART 5 THE ORGIN.A_ CONSTRICTION COST. GENERAL CONTRACTOR 15 NOT TO CHAIR= ANY EXTRAS FOR THE :.ORE. 30- Flay EX "NNE- UiS -:ERS - G1 -UAL CONTRACTOR SEAL_ PROVIDE ANT` NSTALL ALL P. EXTTGLISHERLF, BRAC.75. AND CONCEALED BLOCKING FOR MOUNT BRACKETS AS .2.I.D /NDICATEED ON THE DRAI=N.. L - NERA- CONTRACTOR SHALL VERIFY QUANTITY AND PROPER LOCATIONS _.T- LOCAL F;E DEPAR cNT OFF:GAL NAMING JURRSDIGERE GENERAL GONiTRACTOR &HA__ NETALL (I) - 10 AT ELECTRICAL. PANEL AND ONE AT CASHDESK A5 A MIN"1U . GENERA_ CONTRACTOR S::A-' L DURING CONSTRICTION PHASE PROVIDE FIRE EX T.- ROG-UT T.'= SPACE AT A MAXI. ^.,a - ^: 5 RE T APART. 3.. GENERAL CONTRACTOR SHA.L_ PROVIDE SHOP DRAWINGS 5 ALL CARNETS, FIXTURES, AND COUNTERS, PRIOR TO 7, START 5 CONSTR/CTION, FOR APPROVAL BY THE DESENERS. 32. ALL EQUIPMENT AND FIxTU.S A. TO BE NSTALLED B` T, GENERAL CONTRACTOR UNLESS OTHERWISE D'.IECTED BY THE O.RNC'R 33. GENERAL CONTRACTOR SRAL_ S.PP_Y AL_ NAILER, GROIN/DS. AND MET, STRAPPING FOR FiXTU.S, F -NOS. AND EOURTENT AS REQUIRED, 34. GLAZING CONRACTOR MUST CER7FY THAT GAZING CORP ES LE, ALL APPLICABLE CODES AND SAFETY G- L.AZNG STANDARDS. 35 ALL FLOOR SLAB PENETRATIONS FOR PLUMBING FIXTURES AND DRAMS SHALL HAVE WATERTIGHT SL.VES EXTENDING A MIINRiUM 5 2' AFF. 36 THE GENERAL CONTRACTOR AGREES THAT N THE PERFORRANCE C7= THE WORK CN I Pt" BY THIS CONTRACT AND THE PLANS AND SPECIFICATIONS, IT WILL EMPLOY ONLY SUCH LABOR AS iLl- NOT DELAY OR INTERFERE WITH THE SPEEDY AND LWFUL PROGRESS OF TFE PROJECT AND AS WILL BE ACCEPTABLE TO AND WORK IN HARMONY WItH ALL OTHER TRADES EMPLOYED ON 7.E CORSTROTEN SITE OR CR ANY OTHER BUILDING, STRICTURE, OR OTHER IMPROVEMENTS il. HER PUBLIC OR PRIVATE WHICH THE GENERAL CONTRACTOR MAY THEN BE E ECTING OR ALTER. 37..NERAL CONTRACTOR SHALL FOLLOW AL.L SAFETY CRITERIA AS ESTABLISHED BY ALL EDER,. STATE, AND LOCAL_ AUTHORITIES OSHA, AND THE LANDLORD, AND BY USE OF BARR.'CADES, FENCES, .ARDS. OR OTHER MEANS REQUIRED TO PROTECT AND INSURE SAFETY OF WORC_R5 AID Cx - PERIL PUBLIC WITH THE TYPE AND DESIGN APPROVED BY THE LANDLORD, BUILDING DEPARTMENT AND TENANT PRIOR TO USE. UPON COMPLETION OF LLORR GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY FACILITIES, DEBRIS AND MATERIALS FROM CONSTRUCTION AREAS AND ADJOINING PUBLIC RIGHT OF WAYS AND LEAVE ALL SPACES N CLEAN CONDITION- NSTALL TEMPORARY ENTRANCE WITH DOORS, FRAMES AND LOCKS. OF RENTED) 38..I.RA': CONTRACTOR SHALL VERIFY, AFTER ANY DEMOLITION, ALL DIMENSIONS, CLEARANCES, ANC, OTHER IT_HS TO 8E CERTAIN THAT CONSTRUCTION AS PLANNED CAN BE COMPLETED. 3e. ALL CONTRACTORS SHALL SE BONDABLE, LICENSED CONTRACTORS P06... GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP N HARMONY WITH OTHER CONTRACTORS MORK/NG ON T. PROJECT. TIE GENERAL CONTRACTOR IS REQUIRED TO SUBMIT A LIST OF ALL SUBCONTRACTORS TO BE USED TO THE LANDLORD AND RE CASUAL CORNER FRJ =_CT MANAGER WITHIN 10 WORKING DAYS OF CONTRACT AWARD. PROVIDE A COPY OF THIS LIST TO = STORE MANAGER THIS LET SHALL INCLUDE NAME, ADDRESS, PHONE AND FAX NUMBERS, A( PIE NAMES OF A CONTACT PERSON FOR EAO-I SUBCONTRACTOR 40.FIELD CONDITIONS - GENERA_ CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND ALL DCT'SIONS AND CONDITIONS IN TIE DRAWINGS PRIOR TO CONSTRUCTION. ANY VARIATION FROM, c - ^U`.TIO\5 NDICATED N THE DRAWNGS SHALL BE BROUGHT TO THE ATTENTION OF THE AND TENANT'S REPRESENTATIVE PRIOR TO START OF WOW AND CLARIFICATION CET A :'Nr'"7 BEFORE PROCEEDING- WITH WORK (RELATED WORK. 41 ALL OCRK (WHETHER DONE BY LANDLORD OR TENANT) SHALL CONFORM TO THE DESIGN CRITERIA (RULES AND REGULATIONS') SUPPLIED BY THE LANDED uR, THE GENERAL CONTRACTOR 15 RESPONSIBLE DURING THE BIDDING PROCEDURES, FOR CONTACTING THE LANDLORDS REPRESENTATIVE FORA COPY CF THE DESIGN CRITERIA AND TO INCLUDE ANY COSTS N THE UKDRK QUOTED TO THE TENANT. 42. GENERAL CONTRACTOR SHALL APPLY FOR OR SWITCH NAME FROM PRIOR TENANT CIF APP-CABLE, FOR ALL UP1ITY METERS M$J NOTIFY THE UTILITY COMPANIES OF THE NAME, ADDRESS AND PHONE NU E.. 5 THE CLIENT, FOR PERMA. TT OR NEW SERVICES. 43. COORDINATOR 5 UORK - GENERAL CONTRACTOR IS ADVISED, DUE TO THE ACCELERATED CONSTRICTOR SG-EMILE, TO ORDER ALL BUILDING MATERIALS, FIXTURES, AND /OR FNISH MATERIALS AS EMN AS FOSSRBLP UNLESS GENERAL CCNTRACTORNOTFIES OILER N OWING. WITHIN 10 DAYS CF CONTRACT DATE 5 ANY DELAYS.GENERAL.CONTRACTOR ASSUMES THE RESFi7Nasev Y FOR THE Ti"ELY DELIVERIES 5. COMPONENTS. REQUIRED TO CONSTRUOT THE STORE C OF SUPPLIER OR SOURCES, DOMESTIC OR NOT) WIT-IN THE TIME ALLOTTED AS SFxCFIED N CONTRACT- SCOPE/CHARACTER SCOPE/CHARACTER OF WORK ARE ILLUSTRATED BY THE WORKING OR LUNGS_ CE.RAL CONTRACTOR SHALL CAREFULLY EXAMINE ALL THE DRAWINGS AND SHALL BE ESPONSIB E FOR TIE PROPER P15TALLATIOJB OF THE WORK AND THE PROPER CONSIDERATION FOR THE WORK OF OTTERS RELATING TO ON GOING CONSTRUCTION; IF ANT'. GENERAL GONTRAGTOR SHALL eE REspowstaLE FOR THE PROTECTION 5 ADJACENT ...LITE, F ANY. GENERAL CONTRACTOR SHALL EXAMINE f HLY THE REMISES AND BASE HIS BID ON r. DEWING COND1110.. DUCTUORK PIPNG, CO Ca NDUIT OR ANY OTHER OBSTR.DTIONS SHALL NOT FILE PLACED. SO AS TO IMPAIR REWIRED CEILNG HEIGHTS AND CLEARANCES FOR LGH LNG FOCR/1E ,S, ETC. ALL... RFD CLEARANCES FOUR INSTALLATION AJND rua NTENANGc SHALL BE PROVIDED- rime .. NOTED AS 'CLEAR' OR '0.R' AE `1NIN7PM EWIED DIMENSIONS AND MUST BE ACCURATELY MANTAINED. GENERAL CONTRACTOR SHALL NOT PROD WITH ANY UIORK EQUIP IGCOMPEN.TION BEYOND THE CST 4MOANT amour AUTHORIZATION FROM T. ARCHITECT AND CARER'S __ NATIVE FAILURE TO OBTAIN FORMAI_ AUTHORIZATION PRIOR TO WORK WILL PNALDATE AN:' CLAIM FOR ADDITIONAL COMIPENSATICN G.E.E AL CONTRACTOR SHALL AVOID ANY CON R-ICT OR NTERFERENCE WITH NORMAL BUILDING FAG(LITES OPERATED BY COMPLYING UNTH ALL BWLDINCvFACILITIES RULES AND REGULATIONS, F ANY. R A G SCHEDULING AND USE OF ELEVATORS R LOADING DOCKS FOR DELIVE_RIF5. M. HAN IN NOLNG 5 MATERIALS: EQUIPMENT AND DEBRIS. GENERAL CONTRACTOR SHALL BE ESPC.IL TO B_co-TE FAMLIARAIM SUCH RILES AND REGULATIONS: WORK DEFECTIVE coksTF., -- on: OR alaur', OR DEFECTIVE N AM REW IREMEMS OF THE CONTRACT DOCUT,0475 WILL A.PT•ABLE DESPITE ARCHITECT'S AND /OR OUNER RE°R SEN,ATVES FAiILLVE TO DISCOVER SATE DURING CONSTRUCTION DEFECTIVE WORK TENFA FD WITHIN THE TIME REWIRED BY GUARANTEES SHALL E. REPLACED BY WORK COMP YRG UITH T.E INTENT OF THE CONTRACT. NO PAYMENT; PARTIAL OR F.,. SHALL BE CONST'Nia,C-D AS / ^,- -PTANCE OF DEFECTIVE IUORK OR IMPROPER MATERIALS. UPON ILO. CO'IPLE ION OR SHORTLY ?=F , GENERAL CONTRACTOR SHALL DIRECT TIE DUPERS S- E'.,ATIVE TO PEPAE A'PINCH LIST S CORRECTIONS UNSATISFACTORY AND NCJNY' T WORK FPO, PANTIE NT WILL EE CONTINGENT UPON COMPLETION OF THESE ITEMS. 45. TIE CONDOR AND Al SUB - CONTRACTORS ARE TO FAMILIARIZE THEMSELVES ATH THE 1.OiC. TO BE PER OR'ED BY THE LANDLORD AND BY THE TENANT AS PART OF THE EEC-EYED 7 EASE- AG-.71ENT AND ANY AND ALL DESIGN CRITERIA .." DISCREPANCY °...cTLEEN TH=_PE DRAWINGS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO TENANTS ARCHITECT PRIOR TO TIE START OF ANY WORK. REFER TO THE 'E. °pON. T . 5G -EDI- E' FOR ALLOCATION AND WORE RESPONSIBILITY or SPECIFIC WORK 114I5 SCREDULE HAS PRECEDENCE OVER THE DRAWINGS AND SPECIFICATIONS. 46, AN AEPROV `lam BY THE LARGEORED WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE LANDLORD OR BY THE LANDLORD'S DESIGNATED .PRESENTATIVE FOR SUCH PURPOSE. THE CE'TE'=RA. CONTRACTOR LULL P..SPO.NLSIB= FOR OBTANING APPROVAL FROM THE LANDLORD ON ALL STRUCTURAL ...ANGELS DURING THE COURSE 5 THE CONSTRICTION PHASE 5 PROJECT. AS WELL AS vERFICATION 5 CORRECT INSTALLATION AND SPECIFICATION FOR MiSC STEEL FOR EEZZANNES AND H.vAG EQUIPMENT (IF APPLICABLE), DUCT, CONDUITS, ETC. 47. F TENANT OR TENANTS ER E._IN:.ATIVE OR ARCHITECT DO NOT MAKE REPEATED SITE VISITS CONTINUALLY OR AT ALL. THE GENERAL CONTRACTOR IS NOT .LIEVED 5 ANY ...GR RBI_ TY OR DUTIES NVOLVFD N THIS CONSTRUCTION WORK 48. BUILDING CODES AND I.GUL ANIONS - ALL WORE SHALL CONFORM TO ALL GOVERNING LADS, CODES, RLEES AND .GULATION.S AND ADA AND OSJNA GENERAL CONTRACTOR SHALL FILE FOR PAY FOR AND OBTAIN ALL REQUIRED PERMITS TO PERFORM THE WORK GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY AND THOROWH EXECUTION 5 THE SAME- GENERAL CONTRACTOR SHALL OBTAIN ALL INTERIM AND FINAL INSPECTIONS AND ALL .WIRED APPI VANES FROM GOVERNMENT AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. 49. TEMT°C RARY UTILITIES - BOTH THE TENANT AND LANDLORD GENERAL CONTRACTOR-5 AND ALL SUB- CONTRACTORS WORKING- ON PROJECT AE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY COMPANIES SUPPLYING UTILITIES TO THE AREA UiNERE TIE PROJECT 19 LOCATED IN ORDER TO VER+F LOCATIONS 5 UTILITES, I.NDERGROiWD OR OVERHEAD AND SECURE THE PROPER PROCEDURES WHILE WORKING ADJACENT TO, ABOVE, OR NEAR INTDERGROUND UTILITIES, EXPLOSIONS DISCONNECTION. 1..10v,, ETC. GENERAL CONTRACTOR SHALL ARRANGE FOR TEMPORARY UTILITIES AS REQUIRED, AND SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY .RV CES /CHARGES. 50. EACH CONTRACTOR AND SUB - CONTRACTOR PERFORMING TENANT'S WORK SHALL MAINTAIN CONTINUOUS PROTECTION 5 ADJACENT PREMISES N SUCH MANNER AS TO PREVENT ANY DAMAGE TO TENANTS WORK OR ADJACENT PROPERTY AND IMPROVEMENTS BY REASON OF THE PERFORMANCE 5 TENANT'S WORK EACH CONTRACTOR AND SUB- CONTRACTOR SHALL PROPERLY F.4E5 TENANT'S WORK WITH LGHTS, GUARD RAILS, AND BARRICADES AND SEGUE AL: PAR'S THERES AGANST STORM AND ACCIDENT. 51. PROTECTION 5 WORK N PACE - WORK N PLACE THAT 15 SUBJECT TO INJURY BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE COVERED, BOARDED UP, OR SJBSTANTIA_LY ENCLOSED LP'.: ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL BE CONSTRICTED IN A MANNER SIGH THAT, UPON COMPLETION, THE ENTIRE WORK WILL BE DELIVERED TO THE 0,ER IN PROPER, 040LE, UNBLEMISHED, AND CLEAN CONDITION THE GENEPA CONTPTOR IS RESPONSIBLE FOR MAINTAINING REQUIRED FIRE RATINGS AND FIRE PROOFING& N ALL INSTANCES. ALL SUCH WORK SHALL BE COORDINATED WITH THE LANDLORD'S .PRESER ∎ ATI VE 52_ THE A.R. LIITECT 15 NOT RESPONSIBLE FOR JOB SITE SAFETY OR EXISTING CONDITIONS AT THE JOB STE- 53. THE TENANT'S GENERAL CONTRACTOR CR THE EMU. CONTRACTOR BASED ON THE SPECIFIC CONTRACTOR SUPPLY,. THE MILLWORK CR FIXTURES IS TO PROVIDE SHOP DRAWINGS OF ALL MILLWORK AND FIXTURES. PRIOR TO START 5 CONSTRICTION. 54. ANY DAMAGE TO LANDLORD'S FLOORING MATERIAL SHALL BE .PAIRED AT THE GENERAL CONTRACTOR'S E-NPENSE. GENERAL NOTES 55. LIEN WAIVERS AND SWORN APIDAVITS - ALL PAYMENTS MADE TO THE GENERAL CONTRACTOR FOR THIS PICT ARE TO BE PAYABLE TO SUBCONTRACTORS, MATERIAL SUPPLIERS, AND AGENTS AUTHORQED BY THE SPECIFIC CONTRACTOR TO PERFORM :LOW OR SUPPLY MATERIALS TO THIS PROJECT ONLY. THE GENERAL CONTRACTOR IS .WIRED TO &EMI T PARTIAL WAIVE CF LI85 FOR EIR DER. AS DELL AS SUBCONTRACTORS OR MATERIAL SUPPLI %UPON THE REQUEST 5 THE CLIENT OR TIE CLIENT'S ARCHITECT AND THE REQUEST FOR T. FINAL 10% RETENTION ON THIS PROJECT MIST INCLUDE SIGNED AND EXECUTED WAIVERS 5 LIEN INDICATING IWTS COMPLETION AND TOOK PAYMENT N PULL BY ALL SUBCONTRACTORS AND MATERUU. SUPPLIERS WITHIN 30 DAYS AFTER FINAL CONSTRUCTION COMFLETIO, THE GENERAL. CONTRACTOR SHALL DELIVER TO T. CASUAL CORNER CONSTRICTION T ROJr_GT MANAC.'R A COPT 5 THE CERTIFICATE OF OCCUPANCY, LIEN WAIVERS, WARP-ANTES GUARANTEES AND EQUIPMENT OPERATION MANUALS. THE ORIGINAL CERTIFICATE OF OCCUPANCY 15 TO Bc FRAM.> AND MOUNTED AT BYO. MANAGER'S DESK IN STOCK ROOM ARIA 56. UPON COMPLETION 5 WORK SUBCONTRACTOR SHALL OBTAIN CERTIFICATE OF COMPLETION AND APPROVAL FROM THE BUILDNG DEPARTMENT, OR OTHER AUTHORITES HAVING JURISDICTION. AND SUBMIT SATE TO THE GENERAL CONTRACTOR FINAL PAYMENT WILL NOT . ISSUED PRIOR TO RECEIPT CF SUCH CERTIFICATE AND DELIVERY TO THE TENANT. 51, CERTIFICATE OF OCCUPANCY - GENERAL CONTRACTOR WILL PROVIDE THE TENANT WITH A COPY OF THE CERTIFICATE PRIOR TO TURNING SPACE OVER 10 THE TENANT. .. SHOULD AN EXPANSION JOLT OCCUR N THE LEASED PREMISES, THE CETERA. CONTRACTOR 15 WSPON.SIBLE FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT, (lynx. G FLOOR WALLS, AND CEILINGS- GENERAL CONTRACTOR SHALL MANTAN INT.RITY OF ALL SUCH EXPANSION JOINTS N A MANNER CONSISTENT WITH' ACCEPTABLE CONSTRICTION DESIGN PRACTICES AND ALL CODE REQUIREMENTS. 55. RUBBISH REMOVAL - GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL FROM THE PROJECT OF AL TRASH, RUBBISH, AND SURPLUS MATERIALS RESULTING FROM CONSTRICTION AND RELATED ACTIVITIES. GENERAL CONTRACTOR SHAT COORDINATE THE RET 10v, OF DEBRIS U R: FINE LANDLORDS SITE PERSONNEL AT THE FACILE, 60.114E CEERAL CONTRACTOR AGGRESS THAT N THE PERFOR TA. OF TENANTS WORE AT THE PREMISES AL WORK SHALL BE PE FOR"E,. N A MANNER WHICH WILL NOT CREATE ANY WORE STOPPAGE, PICKETING-, LABOR DISRUPTOR OR DISPUTE OR VIOLATE LANDLORD'S LABOR CONTRACTS AFFECT,. THE OOLONG OR INTERFERE WITH TIE BUSINESS 5 THE LANDLORD. N THE EVENT 5 THE OCCURRENCE 5 MIT WOW STOPPAGE, PIC.TNG, LABOR DISRUPTION OR DISPUTE .sua_TNG PROM ACTIONS OR OMISSIONS OF THE GENERAL- CONTRACTOR OR &1BCCCJNNTRAGTO. OR ANY 51.115 ENANT OR CONCESSIONAI., OR THEIR RESPECTIVE EMPLOYEES, CONTR.,. OR E'.COITRAGTORS, THE GENERAL CONTRACTOR SHALL IMMEDIATE, UPON NOTICE FRC ET LANDLORD. CEASE THE_ CONDUCT GIN. RISE TO '' CN CONDITION: THIS EI ARE MUST BE PART OF A GENERAL CONTRACTORSUBCONTRAGTORRS AGREEMENTS AND IF 511.4 CLAUSES NOT INCLUDED. IT WILL NOT RELIEVE T. GENERAL CONTRACTOR OF THE REOIREMETNTB CR WORK STATED HEREIN. el DRAWINGS - DO NOT SCALE DRAW... FOR INFORMATION, DIMENSIONS SHALL GOVERN NOTIFY THE ARCHITECT OF ANY ADDITIONAL DIMESIONS REQUIRED FOR CONSTRUCTION. DETAILS GOVERN OVER FLANS AND ET_.EVATIOJS. Rig GE ERA. CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING A COPY OF THE RE LATEST SET OF CONSTRUCTION DRAWRNKf.. AND SHALL BE KEPT ON SITE DURING CONLTR.ICTION FOR RENEW DRAWINGS SHALL BE STAPLED N ONE NEAT SET AND ATTACHED TO A POINT DETERMINED BY ARC.IITECT FOR THE_ DURATION 5 THE CONSTRICTIO, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER RIFER .URISDIGTIO. GENERAL CONTRACTOR SHALL PROVIDE C. (U SET 5 ASEUILT SEPIA MYLAR DRAWINGS FOR ONERS RECORDS AT COMPLETION 5 THE ccrism Icnom IF AM' CONFLICT.. PFOR NATION, ERRORS DISCREPANCIES OR OMISSIONS APPEAR ON THESE DRAWN., SPECIRCARON6 OR OTHER CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHAT- NOTIFY THE CAW^. CORER CONSTRUCTION P ROJEC T MANAGER AND THE ARCHITECT IMMEDIATELY BY TELEPHONE AND FOLLOW UP IN WRITING, AND FOR ESTELATING PIIRPYJY OCS USE THE GREATER QUANTITY OR QUALITY UNLESS OTHERWISE NOTIFIED N WRITING BY THE CASUAL CORNER CONLSTROTO N PROJECT MANKiFR .NEPAL CONTRACTOR SHALL NOT PROCEED WITii WORK. UNTIL TH'ET EOENE SPECFIG 1N 712.1G IONS IN ERR. 62. M155ELLANEOJB ITEMS - ALL WORK. NCL DED UNDER THIS TRADE HEADING CONSISTS 5 ALL LABOR MATERIALS, EQIPEENT AND 562VT.ES REWIRED TO EDECUTE AND COMPLETE AL ITEMS CF FANSHII•G THAT S EITHER PIPLED OR EASONABLY INFECTED FROM THE CONTRACT DOCUMENTS, DRAWINGS AND SFECFTCATTO•S S.IALL BE Rig ESPOKSSEIT• OF THE ..RAE CONTRACTOR DRAWINGS AND SPECIFICATIONS Al. DIRECTED TO THE ATTENTION ION 5 T. A_ CONTRACTOR AND NCLISTON 5 ANT WORK MENTION, NOTE, DETAIL, rtCMIZATION, IMPLICATION, OR INCIDENTAL, K78EVEJR BRIE}, MEANS THE GENERAL CONTRACTOR SHALL PRONDE/RSTAYL SAE TO E .CT A COMPLEX AND FNISI --'`D JOB - Es., ROY, SIN,.^. -I ITEMS ARE NOT SHORN OR PARTICULAR,' ITEMIONC"Ti- TEEN- WORK : OR"ED SHALL NCLUDE A:i APR/RITE/ANC. AND APPARATUS NORMALLY D,_SCJ PART OF A CO PL �E PAC KAG WITHIN NORMAL INDUSTRY STANDARDS. 63- RUBBER WHETS CARTS - CONTRACTOR CARTS- EQUIPMIENT, BOXES, ETC. 5.ALL EE EW UPPED WITH RIBBER uaFEl 5. 64. GENERAL CONTRACTOR SHALL PATCH, MATCH REPAIR. OR EPLAC. ANY MATERIALS, AREAS OR SYSTEMS AS CALLED FOR OR EOU ED FOR THE PROPER_ INSTALLATION AND NEAT APPEARANCE OF NE-11J WORE OR E7C'5TIYs . - acleC GE`LRAL CONTRACTOR SHANE REPAIR DAMAGE INCURRED WRNC DEM'•O_I )RCN 4\ i./OR CONSTRICTION THE .NEUAL CONTRACTOR S RESPONSIBLE FOR MANTAINNG RATNGS AND FIN PR051N S N ALL NSTAN S. GENERAL CONTRACTOR SHALL .IEPR CF AS REWIRED BY CODE ALL NEW PENETRATIONS GENERATE^.. BY THE WORY DESCRIBE, N RESE DOURENTS. 65. SUBSTITUTIONS /EEL BE APPRO.., AT THE SOLE D150.710N OF T. ERV TAI CDR`' R PROJECT MANAGER AND THEIR AIc... - rEcT AND ONLY WHEN N THEIR CPPIO N rHE FI!NA.. RESULTS WILL BE RE SAME AS TIE SFEl..s, MATERIAL SAMPLES. CATA! OG RUTS. AND SPEGFICCE ONES SHAT BE SUS'T.TTED TO T.g CERT. CORER PROECT MANAGER AND THEIR ARCHITECT- F A SUBSTITUTION IS DESK D, REMISSION AND REVIEW OF SATE WALL NOT BE ALLOUEO TO EFFECT COMPLETION DATE OR STORE APPEARANCE. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRTN APPROVAL 66.74E GENERAL CONTRACTOR AT THE PORK" 5 'SUBSTAREE, COMPLETION' AND tyREEEEvER PREMISES TO TENANT, NT, MUST CO'Oi =TE, AT CONTRACTOR'S COST AND DEFER.- (ERA, PAR CANNOT GE REQESTED U NRE - 55 ALL 5 THS WORK NOTED 15 CO:PLETEDJ A. FINAL NSPECTIONS BY ALL BODES HAVING JURISDICTION NECEFREFY FOR FNAL COMPLETION, CERTIFICATE 5 OCCUPANCY OR COMPLETION, WHICHEVER IS APPLICABL F BJ FINALIZE ALL LANDLORD P1fG:LISTS AND /OR REQUIREMENTS. PAT ALL LANDLORD CHARGES ALLOCATED TO THE C...ERAL CONTRACTOR TO THE_ SATISFACTION OF BCTN THE LANDLORD AND THE TENANT_ CJ FINAL. CHANCES ON PANS AND S. _CFEATIO35 AN MARE A-L ...PROVED LANDLORD. BUILDING .PARRTM, R. MA...ALL AND TENANT CHANIG_5 ON A .7 5 SEPIAS FOR THE CnR In' CORNER PROJECT MANNER AND THEIR ARE“ITECT AND F'ORUARD SIGH INFORMATION TO BOTH PARTIES VIA AIRBORNE, OR 013.ER EQUAL DELIVERY SESRNn.0 MARK -UPS SHALL BE COMPLETED U.ENG A CLOD PRDC -D• UTH A MAGIC MARKER TO EASILY DUSTIN 'SH CHANGES FROM ORIGINAL WORK DJ PREP,. AN OPERATING PROC.:U. FOR SRO. MANAETENT FOR 44 AC. EQUIPMENNT. AND CHANCE FILTERS FOR EQUIPMENT ON DAY 5 TURN: -OVER IF APPLICABLE AND EJ TURN OVER ALL KEYS TO STONE MANAC-E ENT. 61. THE GENERAL CONTRACTOR SHALL MAINTAIN A CLEAR PATH 5 EGESS WITH NO OBSTRUCTIONS AND 1 EF- ALL E crs CLEAR . ALL TIMES DURN. CONSTRICTION OPERATIONS AND OCCUPANCY. 65. THE GENERAL CONTRACTOR WILL BE EWIRED TO FILE ALL DOGES - NTS WITH THE LOC, AUTHORTE, IN ORDER TO MST THE . QUIED TIMETABLE. 69. GENERAL CONTRACTOR SHALL CLEAN COMPLETELY SERVICE (LUBRICATE AND REPLACE ! L ITEMS SUCH AS FILTERS, BELTS, ETW AND CHECK FOR PROPER OPERATION AND GUARANTEE FOR ONE YEAR ALL ITEMS INDICATED ON TIE DRAWINGS AS EXISTING AND TO BE REUSED. 10. THE WORK CUTL.D ON THESE DRAWLS IS A RENOVATION TO EXISTING CONSTRUCTION, THERE..., IT IS ABSOLUTELY ESSENTIAL THAT THE GENERAL CONTRACTOR VISIT THE SITE TO DETERMPE THE EXTENT OF THE E EXISTING WORK TO REMAIN THE EXTENT OT THE EXISTING WORE TO BE .MOVED, AND THE EXTENT GE THE EXISTING WORE TO BE COORDINATED. 11 AFTER DEMOLITION 15 COMPLETED AND ALL 5TH°_ DEBRIS IS REMOVED AND PRIOR TO STARTING ANY CONSTR1CT10N THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS INCLUDING .WIRED I-EA.DROOMI AND CLEARANCES GE ERA. CONTRACTOR SHALL ALSO VERIFY THAT NO OTHER OBSTRUCTIONS THAT WILL PREVENT THE PLANpN_'D CONSTRICTION EXIST. THE GENERAL CONTRACTOR IS TO LAYOUT ALL PARTTIOS AND EQUIPMENT. THE GENERAL CONTRACTOR SHALL NOTIFY, N WRITNG, THE TENANT ARCHITECT 5 ANY DISCREPANCIES. GENE=RAL CONTRACTOR SHANE' NOT STAR: CONSTRUCTION UNTIL DIRECTIONS CONFIRMED BY THE TENANT'S ARCHITECT. 12. STORAGE 5 .NEPAL CONTRACTORS CONSTRUCTION MATERIALS TOOLS, EQUIPMENT, AND DEBRIS SHALL BE CONFINED TO THE LEASE PREMISES AND IN THE AREAS THAT MAY BE DESIGNATED FOR SOH PURPOSES BY THE LANDLORD. IN NO EVENT SHALL ANY MATERIAL OR DEBRIS BE STO.D N THE MALL CR .RNCE/EXI T CORRIDORS. IF DEBRIS IS FOUND IN THESE AREAS. IT WILL . REMOVED AT THE EXPENSE OF THE GENERAL CONTRACTOR 13. ALL DELIVERIES TO THE SPACE SHALL BE COORDNATED WITH LANDLORD ON SITE FIELD REPRESENTATIVE. 14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE AEFRORIATE BUILDING AND ELECTRICAL AUTHORITIES /INSPECTORS FOR ALL CONCEALED WORE PRIOR TO CLOSING UP WALLS, FLOORS, AND CEILINGS. 15. GENERAL CONTRACTOR 15 TO FLASH- PATCH/INFILL ALL UNEVEN FLOOR CONDITIONS. FILL ALL CRACKS, HOLES, vOIDS, DEPR£SSEIONS, ETC. AND REMOVE ALL PROJECTIONS, ELECTRIC, GAPS, BUMP'S, ETC. TO PROVIDE A SMOOTH LEVEL FLOOR CONDITION FOR NEW FINISHES. ALL MAJOP FLOOR PREPARATION MUST BE BROUGHT TO THE ATTENTION 5 THE CASUAL CORNER CONSTRICTION PROJECT MANAGER 16. ANY ALTERATIONS, ADDITIONS, REINFORCEMENTS. DRILLING, WELDING, OR OTHER AMACH,MEN TO THE LANDLORD'S STRICTURE TO ACCOMMODATE TENANT'S ::WORK SHALL NOT BE PEFSORMED WITHOUT IN EACH NSTANCE, TENANT OBTAINING LANDLORD'S PRIOR ERITEN, APPROVAL. TENANT SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG AS OR STRONGER THAN THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. Tl. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRICTION MEANS, METHODS, TECHNIQUES SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. SEE THE LATEST EDITION 5 THE AIA DOCUMENT .01 'GENERAL CONDITIONS 5 THE CONTRACT FOR CONSTRICTIO, THIS DOW SHALL . INCORPORATED INTO THESE SPECIFICATIONS AND SHALL BE BINDING TO THE CONTRACT AS IF WRITTEN HERE. 18. THE TENANT'S ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT . RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES. OR PRCCEDU.S. OR FOR SAFETY PRECAUTIONS AND PROGRAMS N CONNECTION WITH THE WORE SINCE THESE ARE SOLELY THE GENERAL CONTRACTOR'S .SPONSOR. 171E5 UNDER THE CONTRACT FOR CONSTRUCTION. SEE AIA. DOCUMENT BI41 'STANDARD FOR' S AGREEMENT BETWEEN CANER AND ARCHITECT', ARTICLE 2, SECTION 2b6 (1981 EDITION) 79. SPRINKLER SYSTB DESIGN AND LAYOUT SHALL BE PROVIDED BY THE SPRINKLER CONTRACTOR SUBMISSIONS TO THE FIRE MARSHALL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVALS ARE THE RESPONSIBILITY OF THE BPRNKL.ER CONTRACTOR SPRINKLER HEAD SPACING IS TO CONFORM TO THE LATEST NEPA STANDARDS AND ALL CODES HAVING JURISDICTION. THE GENERAL CONTRACTOR WILL LATE/RELOCATE/ADJUST NEW AND /OR EXISTING SPRINKLER HEADS/SYSTEM AS REQUIRED BY THE INTENT 5 THE._ CONSTROTICN DOCUMENTS. (SEE FIRE SPRINKLER SYSTEM NOTES) 80. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR LLORQ9AN64IP ON OR GIRTH RESPECT TO TENANT'S WORE SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE SO WRITTEN THAT SUCH GUARANTEE OR WARRANTIES SHALL INSURE TO THE BENEFIT 5 BOTH LANDLORD AND TENANT. AS THEIR REST CETIVE IN ST APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER BL QUALITY STANDARDS - ALL MATER,5 SPECIFIED ON DRAWINGS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION NSTROTIONS. ALL SUCH NCRK SHALL BE PERFORMED N A FIRST CLASS WORC^'IANSHIP -LIKE MANNER AND SHALL BE IN GOOD AND USEABLE CONDITION AT THE DATE CF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE ALL WORK PEREORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE (II YEAR FROM THE DATE ALL CONSTRUCTION FINCH LIST ITEMS 'HAP! BEEN COMPLETED AND ACCEPTANCE HAS BEEN CONFIRMED IN WRITING Err THE TENANT'S REPRESENTARV£ CONTRACTOR SHALL BE RESPONSIBLE OF THE REPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL CHARGE FOR ANY AND ALL WORE DONE CR... ED WHICH SHALL B.O. EFFECTIVE WITHIN THIS CNE (1) YEAR PERIOD. THE CORRECTION 5 SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL CHARGE, ALL EXPEN6E5 AND DAMAGES IN CON EC - ION WITH SUCH REMOVAL. REPLACEMENT OR REPAIR 5 AN, PART OF THE WORK WHICH MAN' BE DAMAGED OR DISTURBED THEREBY. bo 33 CARLSON T BRUCE M- CARLSON. AIA NORTHWESTERN BUILDING 219 N. 2ND ST, SUITE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338 -6677 FAX (612) 338-2995 E- MAIL - info.cmarch.com. CONTACT USA M. HULNE/ S. MICHAEL W8 L (773) 247 -3138 CONSULTANTS TECH( ELECT. PLUMB. DIIHAY ASSOCIATES 8200 MOMMA DALE BLVD- 1506 MMEAPOLIA 1.1 5437 -1075 NEIL UAKKLLA 952) 826 -4400 0352) 820 -2760 FAX SEAL- REG. NO. Assaitise Consulting Engineers Eu ERc'4 ,.. R ARCHITECT f B.T'..SF u:M 9TAit 5) WASNIINGRON I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT .NOE LAWS OF THE STA W" •NGTN' p /i, /Ol CAGE ISSUED 5449 PERMASTEELISA CO?„om'v vert» EnMelt. VT. 00082 ?h. (0E0)253 ♦135 Fml(E5J)N5I53c SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES MA -120 AND IA-124 SHEET TITLE GENERAL NOTES REVISIONS NO: DATE: • • BY: PROJECT NO: 0802-18 ORAWING DATE. 10/05/01 DRAWN BY: RRA2 AO.1 SHEET 2 OF 18 FILE. a /CASUAL CORNER /01102 -18 /WORKS IN PROGRESS lr:l n m a� P! OTIiNI GUIDE 0 GENERAL DEMOLITION NOTES GENERAL CONTRACTOR IS TO PROPERLY DISPOSE OF ALL MATERIALSEQUIPMENT REMOVED/DEMOLISHED FROM JOBS.. ALSO DISPOSE CF ANY OLD PAINT AND DAMAGED LAMPS IN THE PROPER MANNER GENERAL CONTRACTOR IS TO VERIFY THE PRESENCE OF ANY MATERIALS REQUIRING SPECIAL PERMITS, AND /OR F'RIDGE:X.5 FOR REMOVAL. PROVIDE LOCAL PER'IITS PER JURISDICTION REQUIREMENTS BASED on: QUANTITY, LICENSE AND DISPOSAL TECHNIQUES. FLOOR TILE ARE TO BE REMOVED AND ARE TO BE TESTED FOR ASBESTOS CONTENT, AND REMOVED USING ONLY 'WET', NON - FRIABLE METHODS. GRIND. PATCH AND REPAIR THE EXISTING CONCRETE SLAB TO AS5U. A SMOOTH; LEVEL FLOOR CONDITION VOID FROM POLES, CRACKS, AND SUMPS. WHERE NECESSARY TO BRING THE SLAB UP TO LEVEL OR FILL VOIDS, USE FLOORSTONEOR SIKATOP 124 ,POLYMER CONCRETE PATCHING COMPOUND PER MANUFACTURERS SPECIFICATIONS FOR LEVEL FLOOR PATCHING. WHERE CO'4 COMPUTER SECURITY, OR TELEPHONE LINES ARE (RELOCATED, COORDINATE WITH THE OWNER FOR ROUTING AND TIMING CF NEW LINES TO SERVICE REGISTERS AND SECURITY/ SOUND. ABANDONED TELEPHONE AND COMMUNICATION LINES ARE TO BE IDENTIFIED, MARKED, CAPPED AS INDICATED/REQUIRED TO NEAREST AVAILABLE JUNCTION BOX OR SOURCE AND /OR REMOVED BY THE TENANT'S GENERAL CONTRACTOR VERIFY ALL CONDITIONS IN THE FIELD. f L - . 0 EXISTING DEMISING 1W1L CONSTRICTION 15 TO 1.MAN. VERIFY CONDITION OF EXISTING GYP. BOARD SURFACES ON STORE SIDE. PATCH HOLES, OPENINGS AND /OR 1 DAMAGED GYP. BOARD . SR' TYPE - X' FIRE RATED MATERIAL ONLY IS TO BE USED FOR DEMISING WALL PATCHES. VERIFY IN THE FIELD t MATCH EKG CONDITIONS. MAINTAIN A 1 -14R RATING AS REOUIfED O EXISTING COLW N RARING S TO BE .MOVED A5 SHOWN MAINTAIN AXY EXISTING FIIEPROOFNG. EXISTING STRUCTURAL COLUMNS WITHIN DEMISING WALLS A2 TO REMAIN AS SHOWN MAINTAIN ANY EXISTING FIfEPROOFNG. 0 EXISTING FLOOR FINISHES INCLUDING EMERGENCY EXIT MARKING TAPE, A. TO BE REMOVED THROUGHOUT THE SPACE UNLESS OTHERWISE NOTED. PATCH AND REPAIR SURFACES FOR NEW FLOORING FINISHES. T1 DEMOU ION PLAN At° SCSI 1/4•- r-0' DEMOLITION KEY NOTES EXISTING CEILING SYSTEMS, ACT GRID, ACT TILES, LIGHTING, SUPPLY t RETURN VENTS, ETC. ARE TO BE REMOVED THROUGHOUT THE SPACE UNLESS NOTED OTHERWISE CAP AS NDICATED/REQJIRED AND REMOVE ELECTRICAL LINES TO NEAREST AVAILABLE JUNCTION BOX OR SOURCE- VERIFY ALL CONDITIONS N FIELD. SEE ARCHITECTURAL AND MECHANICAL SHEETS FOR ADDITIONAL INFORMATION TO TIE EXTENT OF THE DEMOLITION AND REUSE OF THE EXISTING HVAC SYSTEMS AND RELATED EQUIPMENT, DUCTS. ETC. ® REMOVE EXISTING INTERIOR PARTITIONS AND DEMISING WALL CONSTRUCTION AS SHOWN ON THE DEMOLITION PLAN " "RE EXIST•UG PARTITIONS ARE REMOVED. INCLUDE ALL BOLTS, ANCHORS, ETC. AT THE FLOOR LEVEL REMOVE Al ELECTRICAL AND PLUMMBNG, LINES WTNM REMOVED PART) T IONS CAP AS :NDiCAT c .1fRED . ELECTRICAL LINES TO NEAREST AVAILABLE .UNCTION BOX OR SPURGE- PATCH AND REPAIR ALL EXISTING DRYWALL SURFACES TO 'LIKE -NEW CONDEMN VERIFY ALL CONDITIONS N THE FIELD. EXISTING ELECTRICAL C IPMENT/PANELS ARE TO REMAN 45 SHIO SE UI E ELECTRICAL SHEETS FOR ADDITIONAL OffOR1aTI U O EXISTNCs MEZZANINE STAIRS. RAILING AND FLOOR SYSTEM A2 TO BE REMOVED AS SHOUPL IZFMOVE AND PROVIDE PROPER DISPOSAL OF EXISTING DISPLAYS, STORAGE UNITS, CABINETS, COUNTERS, EQUIR'ENT, ETC. THROUGHOUT THE S PACE. CAP AS NDICATED/REGUIRED AND REMOVE ELECTRICAL LINES TO THE NEAREST AVAILABLE JUNCTION BOX OR SOURCE VERIFY ALL CONDITIONS N THE FIELD. EXISTING TOILET ROOT, FIXTURES, AND ACCESSORIES ARE TO BE REMOVED AS SHOWN CAP ALL PLUMBING AS NEEDED, REMOVE ELECTRICAL LINES TO NEAREST AVAILABLE JUNCTION BOX OR IB n C 7 EXISTING DEMISING WA L F -RIENG 15 TO BE REM OVF-D IN LOCATIONS AS SHOWN, Q REMOVE EXISTONCS STOREFRONT ENTR" GRILLE, HARDWARE. AND SUPPORTS AS SHOWN. 16 EXISTING . EXPANSION JOINT IS TO MAN AS SHOWN- C . FIR1 EXACT LOCATION AND SIZE IN THE FIELD EXISTING DOORS THROYHO;T THE LEASED SPADE A. TO BE REMOVED AS SHOWN. II EXISTING DUCTWORK, ETC. IS TO BE REMOVED AS INDICATED. SEE MECHANICAL SHEETS FOR EXACT INFOR VERIFY CONDITIONS IN T--_ FIELD. REMOVE ALL LIGHT SWITCHES, DIMMER SWITCHES AND ELECTRICAL OUTLETS THROUGHOUT THE LEASED SPACE NOT SHOWN TO BE REUSED. CAP AS NDICATED/1.QUIRED AND REMOVE ELECTRICAL LINES TO NEAREST AVAILABLE JUNCTION BOX OR SOURCE. VERIFY ALL CONDITIONS IN FIELD. Il EXISTING NEUTRAL PIERS ARE TO REMAIN AS SHOUIN SAW CUT OR CO. BO. EXISTING CONC., FLOOR SLAB N AREAS OF NEW PLUMBING OR ELECTRICAL WOW_ SAW CUT TRENCHES IN EXISTING SLAB AS NARROW AS POSSIBLE FOR .QUIRED INSTALLATIONS. PROVIDE NEW CONCRETE FLOOR PATCH AFTER INSTALLATION. Q EXISTING GLAZING SYSTEM IS TO BE TEMTOt EP AT STOREFRONT AS SHO:.N. C111A 20 EXISTNA 5701,1,CW SISNAGE I5 TO BE FEMMOVED. VERIFY EXACT LOCATION IN FIELD. Ov 2 ZtO 21 EXISTING ENTRY DOOR SYSTEM IS TO BE REMMOVED AS SHOWN N E 6)11L� vnv1/4.# c tvt. CARLSON ARCHITECTURE FLAMING DESON4 I BRUCE NORTHWESTERN ILD G 219 N. 2ND ST_ SUITE 301 MINNEAPOLIS, MN 55401 PHONE= (612) 338 -6677 FAX (612) 338 -2995 E -MAIL- alfo•cmarchcom CONTACT USA M_ HULNE/ S. MICHAEL WEL (773) 247 -3138 CONSULTANTS 54C-CH/ ELECE PLUMB. 0128-IAIt ASSOCIATES 8200 NORNANDAL.E BLVD. 4500 48J:EA1.0I.IS. AN 55937-1075 HEAL u 0252) 820 -1400 952) 820 -2760 FAX SEAL- BR SI DATE ISSUED REG. Na DRAWN BY: Dunham Associates Consulting Engineers RE CI4i F 1 ARCHITECT f CaRSCN STATE re WASHING J ON HEREBY CERTi, THAT THE PORTIONS OE THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. AM A DULY REGISTERED ARCHITECT U f LAWS OF STATE OF ON. 4.4 tCC PBmMtAvena -Eng .CT.0B082 F-AX W8.: Fax te6o)NS BRA N mtogFer atNelsaUSAmm SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA. WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TITLE DEMOLITION PLAN AND NOTES INS N0: OATEN PROJECT NO: DRAWING DATE: '0/11/01 5440 FO to Cm'HoFTianti ^tA OCT 2'$ no Pcsr.Nrt Er A1.0 0.2-18 10)04/9 RAZ SHEET 3 OF @ FILE: 0 CORNER /01102 -1S WALL TYPE SC - EDULE: G.C. LJORK MARK ST7 , DESCRIPTION �% nL EXIS � ING DEMIS WALL CONSTRUCTION IS TO REMAIN WITH NEW 3 1"E - AL 'EL'7 SUDS I' O: S,E 4REA SIDE TO I z N 'LY - p' WM) LAYER OF 5/8' TYPE 'X' GYP. BD. = I L '> EXISTING DEMISING WALL CONSTRUCTION 15 TO EEMAIN WITH WHO LAYER CF 5/8 TYPE 'X' GYP. BD. ON TENANT AREA SIDE ONLY. 1 ^ // PARTITION / MERCHANDISING WALL: 3 5/8' METAL 'ELITE' STUDS • 24' Oc. TO 11' -0' AT:. w/ (D LAYER OF TYPE "X' GYP. BD. EACH SIDE . D METAL D PARTITION / NON- MERCHANDISING WALL: 3 5/8' X 20 GA. X16' O.C. STUD WALL TO 11' -0' (SALES AREA) W/ (I) LAYER CF TYPE 'X' GYP. 80. CNE SIDE ONLY AS 9HOUN TO 6• ABOVE FINISHED CEILING HEGHT. E PARTITION / NON - MERCHANDISING WALL: 3 5/8' X 20GA X 16' OC. FETAL 5110 WALL TO II (SALES AREA) AND 1,6' (STOCK AREA) W/ (I) LATER OF TYPE 'X' GYP. BD. EACH SIDE, TO 6' ABOVE FINISHED CEILING HEIGHT. �� > // // . PARTITION / MERCHANDISING WALL: 3 5/8' MET, 'ELITE' STUDS • 24' 00 TO 13' -0' A,. W/ (I) LAYER OF TYPE 'X' GYP. BD. TO 12' -6' lSTOcrdzoo 1 SIDE) AND 8' -0' (SALES SIDE. H DOOR NOTES AND -'ARDU ARE NOTE 'A' 1/1' TEMPERED GLASS (SAFETY GLAZING) =NOTING GLASS DOORS BY STOP IRON VENDOR CONTMOUS 5077[71 RAIL W/ PIVOT H1NGE5, PATGH HINGES AT TOP OF DOOR (ALL HARDUAE TO MATCH STO2FRONi FINISH, VENDOR TO REFER TO STO -FRONT ELEVATIONS AND SECT.'ONS, AND REPORT ANT' DISCREPANCIES TO PERMASTFELISA CLADDING 1 ..,HNCLOGIES, _TD PR.OR TO ORD R'^G/NST,LU MATERIALS I. _ SIMILAR 'O MODE! NO LONG 'RD T -: FRS= .: LOCK. AS A! '2D BY 'RYADL NC: N MC' "NCORPORATES 1 5/32' THROW. SET o- .R=,:. ( IWi6. FA- ;TEN i7, CYLINDER ,. 7, LOON mJST BE 'LOCATED ON THE SIDE 6 PIE DOOR NOT THE BOTTOM LOCK TO BE PROVIDED AND INSTALLED BY STOREFRONT VENDOR 2. CYLINDER MUST ACCEPT A T -PIN LOCK CORE ,AN1FACTJQ =D BY ?EST LOCK COR° FRONDED INSTALLED BY STOREFRONT VENDOR STVC -A,NT VENDOR DO TO , OVDE ,L ,FORMATION FOR THE CYLINDER (MANDE, MODEL NO. AND GAM TYPE) FOR =AC, JOB TO FERMASTEEHISA CLADDING TE,NOLCGIES, LTD, FOR F 17 SRVIGII.L --. 3. INTERNAL 7µd15 KNOB: WITH COLLAR TYFr SECURITY Cd1ARD, FOR USE ON :N =KNOB SIDE OF DOOTd S) PROVIDED AND INSTALLED BY STO,RPRONT VENDOR A ALL ITEMS PROVIDED MUST MATCH. STOREFRONT ENS.. 5 LOCK CORE: TENANT TO PROVIDE TWO SETS OF 1-FIN LOCK CORES MAN:.RACti1,D BY 'BEST LOCK CORP (ONE SET FOR TEMPORARY USE DURING CONSTRICT:ON ANOTHER SET FOR FINAL LOCKING AFTER CONSTRCTION I6 COMPLETE FN, LOOGRG NST,LATION TO SF_ B` CASUAL CORER DISTRICT MANAGER) TENANT WILL PI NDE ALL KEYS, NCLJDING CON1 a.'JL KEY. 6. PROVIDE AND INSTALL FLOOR MOUNTED DOOR STOP_ NOTE 'S' 5,E.5 / NO' -SALES DOOR METAL DOOR FRAME AND HARDLLAI HARDWARE TO BE SATIN CHROMIUM WS. 26 D /ANSI 626/ - 4ARDWARE: PA55AG-- LATCH SET &DRAGE D SERIES, LEVER DESIGN: 58 2. K:'CK PLATE CLEAR PLEXIGLAS AT BOTTOM OF DOOR ON 5,E5 SDE a' ,(3- z FULL WIDTH MONIED AT I FROM BOTTOM OF DOOR 3, BUTT HINGES: 11/1 PAIRS STANLEY EBB 1T° CLOSER: DOOR MOUNTED ON NON- S,ES - (CDOR.^'NATE I:.. H PROJECT MANAGER) R'SSWIN 83120 OR EQ. CHECK LOCAL CODE REOVIREMENTS FOR HANDICAPPED ROOM DOORS 15. ADD DETER EA -500 (V SIDED DEAD BOLT SWFPLIED AND INST,i= BY TENANT SEE NOTE 'D FOR ADDITIONAL INFORMATION. NO E'C' TOILET ROB DOOR: HOLLOW CORE WOOD DOOR AND PRA,. I. PRIVACY LOCK BET: SCHLAC, 0405, PRIVACY FUNCTION. LEVER DESIGN RHODES NOTED' REAR SERNCE DOOR: NEW HOLLOW METAL DOOR AND FRAME:. HARDWARE: i. CLOSER: RJSSWIN TR3120 PARALLEL AR", WITH SATIN STAINLESS STEEL FINISH. MOUNTED STORE SIDE. 2. 3' z 11' TAMPERPROOF LATCH COVER MANUEADRI D BY LATCH GUAR^v, INC. 3. PANIC RELEASE /ALARM LOCK: DETx EA -500 (i) SIDED DEAD BOLT SUPPLIED AND INSTALLED BY TENANT. CENTERED AT 45' AFF. (OR AS SPECIFIED BY CODES.( GC. SHALL COORDINATE INSTALLATION T011AR<5 THE END OF THE PROJECT WTH ST01 MANAC-R AND MUST USE THE FOLLOW,. FOR INSTALLATION: RETAIL SERVICES, INC. IS RESPONSIBLE FOR ASSEMBLING ii-E DETER SYSTEM. INSTALLATION OF THE SYSTEM, WHICH (INCLUDES THE HARDWIRING TO THE GC. PROVIDED J -50x), AND TESTING OF THE COMPLETED SYSTEM. RETAIL SERVICES, INC. P.O. BOX b50 V,RICO, FLORIDA 335SS (800) 618 -5536 '813)68S-5161 FAX Al,: CHRIS POUELL OR DAND BEAVER TOII ET 108 1' -5 1/1• 5 2a' - e•. ma y_ 3, FITTING - 103! 2' -p• 2' -p• Ib' -10 3/4• A SIM. 3' 103 /4' 3' -2 1/4' 45'-10' 26' -6' 2 , -0 . (TYP 20' -6' 20 -4• 10' -5 / <' - S -8 3/4' PETITE SOPHISTICA'F SALES FLOOR 102 c451JA1 CORNER 54,5 FLOOR ipi 20'-6' 4' -4 3/ <' 2' -4• 3' (TYP)j(TYP ;IT 5' -4 1/4' 3' -5 3/4' I DOOR SCkEDULE O�EER Tp SUPPLY t INSTALL SIT^ USE Nato SALES (HEWN 9ALE5 (NSW SALES /NSW) FdC. FITTING (NEW) EXIT ST003ROOM WIDT 3 -0• 3' -0' SIZE HGHT- T'-0' T -0' l' -0' 1 -3/4' 1 -3/4' MAT 1 -3/4' GLS. ALUM GAS ALUM. HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW NOTE: GENERAL CONTRACTOR SHOULD NOTE THAT ALL 'ELITE' STANDARDS LOCATED AS DRIERS:0,, C CF EACH WALL SHALL BE DISTANCED AT 2' -0' OC. THROUGHOUT ENTIRE STORE. SHEET ASO FOR DOOR TYPES AND JAMB DETAILS) DOOR FIN ANOD ANOD. ANOD. PA PAINT PI P4� PAINT MAT ALUM ,UM FRAME ,UM NOLL°. FETAL HOLLOW METAL HOLLCLL MET, �L FIN ANOD ANOD ANOD. PAINT PI PA PARNT THRESH 'be (3SZ LATCH DEVICE WEN / PULL POSH / FULL POSH / BULL LEVER LEVER LEVER LEVER FUNCTION LOCK ENTRY ENTRY ENTRY PASSAGE PAN�IG PASSAGE PRIVACY FLOOR PLAN SCALE 1/4•- T-0" FIRE LABEL 20 min DOOR TYPE A A A Sill. rLOOR LAN NOTE_ GTY S TUKWIIA APPROVED NOV 29 501 AS NJAtL BULGING DMTTON r,1 C,NERAL CONTRACTOR IS TO PROVIDE AND NST,L 1� /II STOCKROOM PARTMO: COMPLETE L DOORS, FRAMES AND HARDU.A . NOTE: GYP. BD. , 12' -6' AFF. (STOCKROOM SIDE) AND 11' -0• (SALES 5DE) O GENERAL CONTRACTOR :5 TO REPAIR 5/8' 1 Tr'e 'X' GYP. BD. AT DEMISING 'N.AL, IF NEEDED TO DECK ON SALES A RI A S DE GENERA- CONTRACTOR IS TO FU'RR OUT S,ES AREA COLUMN TO 3 MIN171,1 DIMENSIONS- VERIFY IN FIELD. STUDS AND GYP. BD. TO \/ 6' ABOVE FIN:SNED CEILING. C,NER, CONTRACTOR 15 TO PURR OUT SALES AREA DEMISING 4 1 WALLS AS INDICATED FOR CESSED WALL STANDARD INSTAL ATIONL STUDS AND GYP. BD. Al TO 5E PROVIDED TO 0' -6 ABOVE CEILIA, / °V I S S JAMB 4-OLD. TYPE GROUP REMARKS A A A A A A I FRONDED AND NST,LED BY STORE FRONT VENDER A FRONDED AND INSTALLED BY STORE FRONT VENDER 1 FRONDED AND INSTALLED BY STORE FRONT VENDER G.C. TO SUPPLY AND INSTALL GC. TO SUPPLY AND INSTALL 'B' LABELED FIZF DOOR ASSEMBLY IS REQUIRED. GC. TO SUPPLY AND INSTALL GO. TO SUPPLY AND NST,L 131-1lJC;C M. CARLSON A ECTLtc R_AMT'iG DESIGN BRUCE M. CARLSON. ALA NORTHWESTERN BUILDING 219 N. 2ND ST., SUITE 301 MINNEAPOLJS. MN 55401 PHONE (612) 338 -6677 FAX (612) 338 -2995 E- MAIL: info.cmarchcom CONTACT LISA M. HULNE/ S_ MICHAEL WILL 1773) 247 -3138 CONSULTANTS MEOV ELECT_ PLUMB. DIR.TIAM ASSOCIATES 8280 NOMAMDALE BLVD- 8500 1.11.10EAPOLM AIN 55437 -1075 PEAL AWpCLCA 8152) 820 -1400 (052) 820 -2760 FAX REG. N0. Dunham Associates Consulting Engineers SEAL: sea i � AflCHITEGi INYI]FM.:X55 N STgT SF WASRI I HEREBY CERT] THAT THE PORTIONS OF THIS TECHNICAL SUBN SSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DU " REGIST ER'T2 ARCHITECT ' +FR OF THE STATE 0'� ASH ON. BRU (rtl / i, SIG TURF 10/11/01 DATE ISSUED 5449 PERMASTEEIJSA 100 PNb2 4445 a-EMtlC. CT 8.4 FF (8601 253 Has Fp�(A60)]CS BE3F Eanel', I ..Pemmavel.lSArAm SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES 4PA -120 AND #A -124 SHEET TIRE FLOOR PLAN SCHEDULES AND NOTES REVISIONS NO: DATE: BY: OCT2 e koe', PROJECT NO: olp2 - DRAWING DATE: 10/04101 DRAWN BY: RAZ A1.1 SHEET 4 OF 18 FILE: O: /CASUAL CORNER /01102 -18 _I&■ =IXTURE SCHEDULE: SYMBOL TYPE DESCRIPTION 1"+C CATALOG. LAMP TYPE MOUNTING VOLTAGE REMARKS Q 4 ADJUSTABLE TDOUNSPCT REG<AN! 80.0 D IC FRi NF' DICRONIG HALOCFN ZCE5 120 FIXTU( 5 SUPPLIED BY TENANT INSTALLED BY THE GENERAL CONTRACTOR LAY-IN N ACCENT LIG FIXiLFE REGG N I514AVID (2) 35W SURFACE Q0 FIXTURv' -'S SUPPLIED BY TENANT INSTALLED BY THE GENERAL CONTRACTOR p 1:2 21 P 4' .... TUBE F .CRESCENT MERCURY M^'- 132 -0CR -C (2) PHIL T_60 F32T8 / ( ^-835 SURFACE 20 FIXTURES SUPPLIED BY TENANT INSTALLED BY THE GENERA- CONTRACTOR F2 3' MN TUBE FLIYXESCENT hG{r - URN M-i 125 - OCR - C (2) PHILLIPS TLE0 F25i6 / TL835 I SURFACE 120 NOT USED. 1 ® D REGGI.YNI 1510AVI0 (2) 42W TRIPE TUBE 4-PN 120 An�rnOWS h'Er- ntSENT DIRECTION OF LIGHT BEAM_ CARE SHOULD BE TAKEN WHEN INSTALLING LIGHT BOX TO INSURE CORRECT POSITION. RECESSED ADJUSTABLE LAY-1N ® 6 RGE55ED ADJUSTABLE MTERGENCYMiGHT LIGHT) REGGIANI 1510AVI0 !2) 42W 2.,,,,,_:2€ TUBE - ���� 12D ,-AY -N ARROUS REPRESENT DIRECTION OF L'G�'T BEA^t C ArE SHOULD BE AKEN UA-EN NSTALLING LIGHT BOX TO INSURE CORRECT POSITION. T EMERGENCY LIGHT DU IT AL -CE EUAa11U "'�' HEMP- 2- 6V,13W INCLUDE .,=Acs DUAL MOII INT FIXTURES SUPPLIED BY TENANT INSTALLED BY THE C NERAL CONTRACTOR X EXIT SIGN W / BATTERY BACK -UP DUAL-LITE ..'1.-.. HEMP- 2- 6V,12'L NCLL'DED SURFACE MQ1NT DI:,AL FIXTURES SUPPLIED BY TENANT NSTALLED BY THE GENERAL CONTRACTOR ® J 4' -0' FLUORESCENT LIGHT ME iALUX 'W- 240A -120V -LEG !21 F40 -712-GUI ...sr_ 170 NOT USED K ADJUSTABLE LOW VOLTAGE ACCENT LIGHTS MOUNTED WITHIN CEILING SLOT ON SINGLE CIRCUIT TRACK _IGHTOLIER .02°S METAL HALIDE PAR 30 35 LAM TRACK MOLLVTED 12,0 NOT USE CITY OF iUKWILA APPROVED NOV 2 9 2001 1 I RECESSED CONTINUOUS LO VOLTAGE INCANDESCENT WALL WASHER SPECIALITY LIGHTING '515 W/ PLASTER FRAME PHILIPS 20MRCIS /CC/NFL24 RECESSED GO NOT USED AS WJTED SVILDNG DIVISION N SURFACE MOUNTED SINGLE LAMP FLUORESCENT STAGGED'STRIP MOUNTED RE WITHIN VERTICAL AI OT LEGION HT LIGHTING CO. SERIES 1330 W/ SHALLOW PROFILE PHILIPS F40- 18/TL830 SURFACE MOUNTED 120 NOT USED 0 p RECESSED LOU VOLTAGE. ACCENT LIGHTS MOUNTED IN DISPLAY NICHES LIGHTOLIER NO2 3 WHITE 20 WATT HALOC-N T OKD 12 NOT USED N O CONTINUOUS STRIP AT DISPLAY SHELVES BARTCO LIGHTING - XENON FROSTED CONTINUOUS STRIP NOT /USED Fl iE » DINT REFLECTED CEILING PLAN NOTES: I. SEE DETAILS 4/44.1, T/A4J, AD IJAd.i FOR NFORTATION AND REQUIREMENTS FOR ADDITIONAL SEISMIC BRACING AND SUPPORT AT ACOUSTICAL TILE AND GYPSUM BOARD CEfLING LOCATIONS. 2. IT IS IMPORTANT TO LOCATE FIXTURES EXACTLY AS INDICATED /DIMENSIONED ON RER.ECTED CEILING PLAN 3. SEE MECHANICAL AND ELECTRICAL SHEETS FOR ADDITIONAL IfFOR'IATION REQUIRE REGARDING SMOKE DETECTION SYSTEM. CEILING TYPES GENERAL CONTRACTOR 15 TO INSTALL NEW SUSPENDED ACOUSTICAL CEILING: USG 15/16• MARS LG 'CLIMAPLUS' SLB (SHADOILINE BEVELJ, ITEM NO. 66165 24' X 24' X 3/4' WHITE, FINE-TEXTURED ACOUSTICAL CEILING- TILE FOR 15/16' GRID. 2'M' ACT CEILING SYSTEM N SALES AREA • 10' -6' AFF. LG 2'X4' ACT CEILING SYSTEM N NON -SALES ARZEA + 4' -0' M=. GYP. BD. SOFFIT AT STOREFRONT 15 • R' -0' AFF. DROP -DOWN GIP. BD. SOFFIT • 10' -4' AFF. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODFY THE SYSTEM AS REQUIRED FOR THE NEW SPACE CONFIGURATION AND CEILING HEIGHTS. DESIGN INTENT 15 TO HAVE SPRINKLER HEADS IN SALES AREA FALL ON LINE WITH GRID ESTABLISHED FOR LIGHT LAYOUT. MODIFICATIONS SHALL BE DESIGNED AND NSTALLE BY A QUALIFIED FIRE SPRINKLER CONTRACTOR, WHO SHALL PREPARE DESIGN/SHOP DRAWINGS W THE SYSTEM AND SUBMIT TO THE LANDLORD. TENANT, BUILDING AND FIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA, STANDARD 101 AND ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION. THE FOLLOWING ELEMENTS MUST BE TAKEN INTO CONSIDERATION WEN DESIGNING SPRINKLER HEAD LOCATIONS: THE TP LIGHT FIXTURES ARE SURFACE MOUNTED AND EXTEND DOWN 8's FROM THE CEILNG. DESIGNER MUST LOCATE SPRINKLER HEADS TO AVOID LIGHT FIXTURES FROM OBSTRUCTING THE SPRAY PATTERN A WM.,. PANEL MOUNTED AT B' -0' AFF. IS USED TO COVER THE ENTIRE RECESSED STOREFRONT ENTR, THE AREA ABOVE THIS PANEL 15 OPEN TO THE STOREFRONT SOFFIT ABOVE. DESIGNER MUST CONFIRM F CODE REQUIRES A HEAD TO BE LOCATED AT THE 8' -0' AFF. CEILING HEIGHT. IF CODE DOES, GC. MUST NOTIFY THE DESIGNER IMMEDIATELY SO AN ALTERNATIVE TO THE GLASS PANEL CAN BE ORDERED (OPEN CELL METAL BAFFLE). THE DESIGN INTENT 16 TO HAVE THE SPRINKLER HEADS MOUNTED AT THE STOREFRONT SOFFIT HEIGHT - NOT AT THE 6' -0 3/4' AFF- ENTRY HEIGHT. CEILNn PLAN MAY UTILIZE NUMEROUS SOFFITS, SOME CF WHICH MAY RAN ALONG THE ENTIRE PERIMETER OR ACROSS THE ENTIRE WIDTH OF THE STORE. THE VARIOUS HEIGHTS MUST BE CONSIDERED TO AVOID A SOFFIT FROM OBSTRUCTING THE SPRAY PATTERN CFA HEAD LOCATED AT A HIGHER CEILNG LEVEL. FITTING ROOM DIVIDERS MAY BE PF£PINISHED BUNGLE -SHEET PLYWOOD 1NITS THAT ARE e' -0' TALL OR RILL HEIGHT METAL STUD /GYP. BD. WALLS. THE WIDTH OF THE DIVIDER IN RELATION TO THE HEIGHT OF THE CEILING (A6 INDICATED ON PLAN) WHEN SCALE. Vs- r-0 4vAC WORK, SEE NECHANCAL FOR DL .: DEC AND Dn./FUSER LAYOUT. ELECTRICAL WORK: ALL ELECTRICAL ELEMENTS SHOW M. sVE FOR STORE OPERATION P U.RPOSE& ELECTRICAL CONTRACTOR TO COORDINATE BETIEN BOTH POWER FLANS AVD ELECTRICAL PLANS FOR A COMPLETE SCOPE OF AO., SPEAKER SYSTEM NOTES: GENERAL CONTRACTOR 15 TO NSTALL TENANT SPEAKER SYSTEM THR7UGHOJT TFE LEASED SPACE. THE BLACK WIRE OF THE MUSH' SYSTEM . IS CONNECTED TO THE BLACK ME OF TaE SFBACERS. THE RED WIFE OF THE MUSIC SYSTEM 15 CO ECTED TO THE BLUE WIRES OF THE SPEAKRS PRE PROTECTION NOES, I. GENERAL CONTRACTOR WORK BASED CN TENANTS SPACE CONFIGURATION: AN AUTOMATIC FAZE SPRINKLER SYSTEM IS EXISTING 54THN THIS SPACE. THE SYSTeT SHALL BE MOORED AS REQUIRED TO ACCO'4TODATE THE ALTERATIONS, SPACE COFG .RATION ETC MODIFICATIONS SHALL BE DESIGNED AND INSTALLED BY A LICE W SFR N.LER CONTRACTOR WHO SHALL PREPARE DESIGN SHOP DRAWINGS CF THE SYSTEM AND SUBMIT DRAWINGS TO THE LL . BUILDING AND RRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION ALL WORK SHALL BE DONE IN ACCORDANCE WITH NIP, STANDARD 13. ANY AND ALL STATE AND LOCAL CODES 2.GENERAL CONTRACTOR 15 TO PROVIDE PORTABLE FIRE EXTINGUISHER WITHIN 15 FEET TRAVEL TO ALL PORTIONS CF THE BUILDING; AND AS REQUIRED BY THE FIRc DEPARTMENT FIELD INSPECTOR. FIRE EXTINGUISHER SHALL HAVE A RATING CF NOT LE. THAN 2A -10BC. 3.71E EXISTING SPRINKLER HEADS ARE INSTALLED TURNED UP TO THE DECK 4.THE GENERAL CONTRACTOR SHALL COOIDMATE ALL SPRINKLER MODIFICATIONS WITH LL5 SPRINKLER CONTRACTOR , PREPARE NEW SHOP DRAWINGS M COORDINATION WTH TENANT REFLECTED CEIUNG PLAN r rtuL�= 11201. CARLSON ARCI -IT LE1E FLAMING DE- 4. BRUCE M. CARLSON, AJA NORTHWESTERN BUILDING 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338 -6677 FAX (612) 338 -2995 E- MAIL= - info +cmarcKcom CONTACT USA M. HULNE/ S" MICHAEL WLL (773) 247 -3138 CONSULTANTS MECH./ ELECT. PLCA®. Dl1NiAM ASSOCIATES 8200 1491111A1OALE BLVD. 4500 MBINEAPOLIE MN 55437 -1045 N=AL MA00CLLA 15521820 -1400 6E2) 820 -2760 FAX SEAL: HEREBY CERTFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEA AND SIGNATURE WERE PREPARE,. BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. IAN A D Y REGISTERED ARG.'TECT V DER E LAWS OF THE STATE ' O W� GT1 :AN . �) SI Dunham Associates Consulting Engineers 5..+ \ REGISTERED r AgCNRECT BAIAFH. GAR S]N STATE l' WASHINGTON BR URE 10/11/01 DATE ISSUED 5449 REG- N0. 1006112/23/ ern: 1- G 08082 Fm 91nI ]as 4si: SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TITLE: REFLECTED CEIUNG PLAN, LIGHT FIXlUFiE SCHEDULE AND NOTES REVISIONS: N0: DATE: PROJECT NO DRAWING DATE: DRAWN BY: dT R nFnixW�l1 -GU 2fi20 1 A1.2 10/03/01 FVE SHEET 5 OF 16 FILE: 0: /CASUAL CORNER /011 - fi 8 VTI I B2 PI z HL. pr Bl l lma • B; I PIP; — — T FI , NG y- 5. 1 F1 I PI PETITE SOPHISTICATE 5ALE5 FLOOR 102 ,L DURDF FLEX GASKET SHOP INSTALLED 1,2,136: '3X 1!.•TEC. SCREW 24' DC_ (E0HI00002) 2' WIDE AL UXIIN'UM ANCHOR CLIP 24' OL- (E0F003001J M.3 SCALES' - 0 T-0' I EXPANSION JOINT • WALL • •. -2 EXTR.C.1 ED. AL COVER P.L -_ 5 /6' G"p_ BD_ Jr 3 5 /B' YE AL E_I'E' SEANDAR ,S. SCALE 6' - T-0' EXPANSION JOINT • CEILING EXPANSION JOINT • FLOOR SCALE:: 6' - T-0' BALES AREA: I. GENERAL CONTRACTOR 15 TO PANT F.Fti ." SALES A'.A AS 2DICATED. C FINISH PLAN SCAL S 1/4'- 1-0' FLOORING CONTRACTORS NOTES ALL FLOOR COVERNGS SHALL BE INSTALLED PER MAN. 1 5 STANDARD DETAILS AND SPECIFICATIONS. 2. THE FLOORNG CONTRACTOR IS / SPONSIBLE FOR VERRYNG THAT THE CONDITION CF THE BASE FLOOR MEETS THE TIAVFACTUI S NSTALLA T ION REO.111,E BITS PRIOR TO THE NSTALLATON OF TH- FLOORNG MATERIAL. 3. THE FLOORING CONTRACTOR 15 FESPONSIBLE TO PI•€PAI THE EXISTS. FLOOR FOR THE PROPER INSTALLATION OF THE FLOOR COVERING TTATERIALS INDICATED ON THE RAN. CONSULT MATBFACTUTES 5PECFICATION5 FOR S IRFACE PREPARATION RECUIII,ME HTS FOR EACH FNISH LISTED N YHE FNISH SCHEDULE. 4. FLOORS OF TENANT SPACES SHALL BE A C01^I•ION LEVEL THROUGHOUT THE SPACE. ALL CROIPlD 4 FLOOR SUFACES SHALL BE STABLE, FIRM, a SIP RESISTANT. 5. GO_ TO DETER-1SE COLOR/TYPE OF EXIT TAPE USED AS LONG AS DURABILITY AND CONTRACT TO VINYL TILE 15 TAKEN INTO CONSIDERATION FIN1S4 NOTES 2- GENERAL CONTRACTOR 15 TO INSTALL WALL COVERING N TI-E TENANTS FITTING ROOMS. VNYL WALL COVERING 15 SUPPLIED BY TEXAN, NOTE GENERAL CONTRACTOR SHALL SUPPLY AND NSTALL WHITE CORNER GUARDS FULL HEIGHT AT ALL CORNERS CF FITTING ROOM. INSTALLATION SHALL BE BY AD4E51 VE. NO EXPOSED FAST 3. TENANTS FLOORING VENDOR WILL SUPPLY AND NSTALL TENANTS FINISH FLOORING AND ALL SALES UREA WALL BASE. NON SALES AREA • 4. GENERAL CONTRACTOR SHALL SUPPLY AND NSTALL ALL NON SALES AREA vL.T. AS SPECIFIED. THE GENERAL CONTRACTOR SHALL PROVIDE AND NSTALL THE VINYL BASE AND PANT. Ry- ti. ROO NNA`7.1 FLIT 0 SALES FLOOR 02 5A-E5 FLOOR FI 103 FITTe. Fl 04 H.C. FIT'!NG BS PI GLAZING BI F: CASUAL CORNER WALLS GLAZING .. P1 ACT 'LE CLG. CLG. HT. ACT TILE 10' -6' A,_ BI DV LLCI WOl UGI ACT TILE 10' -6' GiT PI , Bi PT PI Pi PI ACT TILE 10' -6' dr.. 105 HALLWAY 1 52 PI GI PI Pi ACT TILE 12' -0' A, . 06 STGLKROO"I PI ACT TILE , 13'-0' A 01 TOILET VT B2 P: PI F 1 PI ACT TILE S -0' A. bD N352 STY OF TUi t EPRO`.TO NOV 2 9 2091 AS K,TED 6nDING DIVISION FINISH SCHEDULES Type 5 1 LOCATION SALES FLOOR NON 54LE5 VTI WOO FLOOR VINYL TILE SALES AREA NCN SALES ALL AREAS A5 NOTED FITTING ROOM WALLS TOILET ROOM WALLS AREA WOOD ra^Fc vNYL BASE STYLE/DESORPTION ME 3 1/3• WOOD BASE PANT LLH way VNY LF L FI LD MOON STONE SCOT FIBERGLASS PANELS SISAL- 12'-0' WIDE. P P 32 OZ CCN�.QCT KARA STAN TEC WOVEN LOO MAT CONTACT M CONTACT E ^YsT REPRESENT nA° PER'SO ••• BY TENANTS vENDOR vINY BlSWOOD C. E �,ye " - 45 BY G SAIHD PERGO PUBLIC 450 PERGO 12X12 VNY L TILE AZI SdND DRIF ••• BY TENANTS vENDOR v - 063 BY GL. Bc d • 01 ttoof LANARK 1_1 -F5 -20 WHITE REMARKS wALLS: ACUA vEL vET EGSaSHELL ACt4A GLO, SEMI GLOSS 5O,OS 4 GYP. CLG'S: MALL SATIN, FLAT FI USE LL !EIGHT LL CORNER ORNER GUARDS WITH ,A AND MECHANIC, ECHANIC, FASTE MSTA:.L TO 45' OFF. PROVIDE PROPER GAP 40' A AT P: la, TRANSITIO. TO PANt. PdINT WALLS FROM TO le OFF. SUFF IED AND INSTALLED BY TENANT'S vENDOR STORSRGfT OONTACTGENERAL CONTRACTOR 15 TO PURCHASE ttALL MTI ENTRY [HALL L ROOFING FTd7T'i TI$ ttdLL'S QJ -SITE REPI�SENTATIVE I:5I M. CARLSON ARDITE PLAWG MSIG: BRUCE M. CARLSON. AIA NORTHWESTERN BUILDING 219 N. 2ND ST, SUITE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338-6677 FAX. (612) 338-2995 E- MAIL= info.cmerchcom CONTACT- LISA M HULNE/ S. MICHAEL WILL (773) 247 -3138 CONSULTANTS L ECH/ ELECT PLLJN9_ DU'HAM ASSOCIATES 8200 NOW/APDALE BLVD_ 4600 1,11WEAP0( 48'1 55437-1075 PEAL MAWCU.A 852) 820 -1400 852) 820 -2760 FAX SEAL REG. N0. Dunham Associates Consulting Engineers DATE ISSUED REGISTEREC ARCHITECT IN,A.P SON ALE k` WASHINGTON I HEREBY CERT, THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME CR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE I AM A DULY REGISTERED ARCHITECT NDE THE LAWS Or THE STATE IF W.. N4 ON eTiu _ •. 10/11/0! 5449 PERMASTEELISA ISA 100 Ftmlh A ^ vewe- ENbIC. VT.OBOBZ 1,1,5012534185 F4¢(59)7453534 E-rrz.L int.PxmeeteellsellSAmm SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TIRE FINISH PLAN, SCHEDULES AND NOTES REVISIONS N0: DATE- Giv OFT M�ivrtq OCT 2 6 7nn1 I PJECT NO' 81182 -b DRA DATE: 10 /04/01 DRAWN BY: Al .3 SHEET 8 OF 18 aY_ NAZ ALE: 0: /CASUAL CORNER /01102 -16 11 pFTITE SOPHISTICATE SALE. *LOOK CASUAL CORNER SALES FLOOR 1OII NOTE: SEE DETAIL 12/A4.0 FOR INFORMATION i¢GARING MTERiOR SIGNAGE REQUIREMENTS. FLOOR FIXTURE PLAN NOTES: L THE MMP'1YI WIDTH OF DISPLAY AISLES SHALL MAINTAIN 44'. FOR AN OCCUPANCY RATING GREATER THAN SO. 2. HANDICAPPED FITTING ROOM ACCESSIBILITY SHOWN SEE SHEET A22 3. ALL THTESHOLDS AI. FLOOR TRANSITIONS SHALL BE .• MAX HEIG, FIXTURE PLAN sCALE=1/4'- t -O b o' 3 FFi.STANDRG IPO''ITIONED + ( MELAMNE FKFMAS9FACTIB2ELi5CtiRED ACsAMSi SHELVES IS' x 48' EQUALLY SPACED CITY OF TUKWILA APPROVED NOV 29 2001 AS kUIED BULDNG 0M51ON NON -SALES S4-1ELvING SCN_DULE (SEE ALSO 1/34.0): TYPE DESCRIPTION FREEST.. 11G SHELVING UNITi1RCD a SI$L1 UNITS FREESTANDING FREMMLFACTI D L_BIJ SHELVING .T5 Li FREESTNmMG PI, 9ANIFACTUFD S-ELVING UNITS FREESTANDING FTEMANUFACTU SHELVING UNITS SHELVING CN SURFACE MTD. STANDARDS SHELVING HANGROD ON SURFACE MTD. STANDARDS %ELVIN. ON SURFACE MTD. STANDARDS MOUNTING SHELVING 5'HELF SIZEISHELF HEIGHTS LOCATION REQUIREMENTS iT5 USED/ NOT USED FEF=END:CUL AR (V MEL.AMNE TO WALL SHELVES 2A' x A8' (EQUALLY SPACED USED PEREENDICULAR (3)MELAMRE TO WALL. SHELVES (2) HAFGRODS POSITIONED SECURED AGAINST WALLS POSITIONED + (3) `ELAINE .00RED AGAINST SHELVES (2) WALLS HAW:RODS TO STOCKROOM WALLS M1D. TO STOCKROOM WALLS MTD. ABOVE COUNTERS OTICE t ABOVE TOILET M RESTROOM (3) MELAMINE SHELVES Cl/ HANGRODS (3)1'ELAMENE SHELVES 2A• x 45' (SHELF CN TOP + 5.0 - G5' 'rot HANGROD 52' ABOVE 28d HANGROD AO' 4130 E 'ST 3rd SHELF 3' ABOVE 2,1 ' HAN'aROD CU MELAMINE SHELVES Ia x 48' i_Q1ALL Y SPACED AT 0,10E • • USED ;5•x 48' S:+E -F ON TOP . BOTTOM HANGROD 52' ABOVE 130 17CM SHELF x48• 2nd 4AN1GROD 40' ABOVE Is: HANGROD xd SHELF 3' ABOVE 2881 HAND CI, MELAMINE SHELVES x 48' 18. SHELF -O AFF. ALL OTHERS SPACED IT APART HANGROD MID. • 52' A ^F. ist SHELF MTD. • 3' ABOVE HANGROD ALL OTHER SHELVES SPACED IV APART USED USED NOT USED NOT USED 12' x 48' d' -O' A =F. S-0 A F. 6' -0' AFF. USED USED tir1Uk..0 M. CARLSON AHCMTECTLE PL4i O DE? BRUCE M. CARLSON. MA NORTHWESTERN BUILDING 219 N. 2ND ST., SURE 301 MINNEAPOLIS. MN 55401 PHONE- (612) 338 -6677 FAX: (612) 338-2995 E -MAIL- Btfo,march com CONTACT USA M.HULNE/ 5. MICHAEL W6-L (773) 247 -3138 CONSULTANTS mail ELECT. PLUMS DU14.11 ASSODATES 8200 NORMANDALE BLVD. 4500 MC.PEAPOLIS, Apt 56437 -1075 NEAL MAIKKULA (.852) 820 -1400 9621820 -2760 FAX SEAL: Dunham Associates Consulting Engineers 1 REGI HITECI `- / ARCHITECT em.�°. n �nTSCN 1 AT S E 9E WASHINGTOtt I HEREBY CERTIFY THAT THE PORTIONS THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT NDER HE LAWS OF THE STATE WAS JL GTON_ E M. RL: DATE ISSUED REG. NO_ O 10/11/0, 5449 A. PERMASIEESA tOC?:bent344.2 - ax ' 00 5360; /45 853! 532 2,5512 29 44.2Z Fax (86014 SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES IA-120 AND IA -124 SHEET FIXTURE PLAN, SCHEDULES AND NOTES REVISIONS: NO. DATE: cm o =n nw OCT 2 S 201 PO PROJECT NO ......�.. DRAWING DATE DRAWN BY: A1.4 00101 RA2 SHEET 7 OF 18 FILE: O: /CASUAL CORNER /01102 -18 -J Il I[1i iI\ I 1 1 I I I II I I11�ili I to o DV0353 NOTE: 5== FINISH PLAN ON SHEET A13 FOR ADDITIONAL NFOR'AT o DVD353 -485 - V0317 '.5V0305 2 -2 12' if 2' 5' -5 3/4•_ NQ?E: PRONDE TILE - -� FLOORING BETWEEN LEASE LINE AND CLOSURE LINE TO MATCH MALL TILE. GENERAL CONTRACTOR 15 TO VERIFY TILE COLOR M TI-FE FIELD. £S£DAO DV031 1 NOTE: SEE FINISH PLAN ON SWEET AL3 FOR ADDITIONAL INFORMATION. £S£DAO NOM: DASHED LI. INDICATES GYP. BD. BULKHEAD ABOVE, BOTTOM • 10' -4' AFF. DV0317 UI_E i EXISTING LANDLORD NEUTRAL PIER AND DEMISING- -:' WALL CONSTRUCTION 15 TO RFI'IAIN. REPAIR AS REQJ IRED. fr >1 485 - .:485 - -. I.,IDVO3 J UV037 NOTE: PROVIDE :L. FLOORIN...?u._N LEASE LINE AND CLOS'11. Lily TO MATCH MALL TI: E. GEN=R:'_ CONTRACTOR 15 TO VERF TILE COLOR IN T-,E F E_22. EXISTING N9117R I FIER IS 70 / AS R=GB, =D AT CON., RxDT10N : COMP ETEO CASWLCORN z' £0; \c 6 £S£D■O 3/8' -T -0' 6' 3' 24' -0' ENLARGED STOREFRONT PLAN BRA,- ITETA( FINIS- 15 TO S_ PROVIDED AT COLLINN SURROJN NI, COLOR 5 B SLACK STOREFRONT ELEVATION NEW 'CASUAL CORNER' S GNAGE 15 •O BE FRONDED AS 5 SE_ SHEET A2 - FOR ADD TIO.,AL NFORMA ION CASUA4CORNH Ci 5 1/2 r-- 5 3/4' 2'1i 2' -2 12• III I 11;1 I 1 1 111 111i111 � 1 1 4 ?' -5 3/4' it 1 5' -9 3/4' 2 CHAMPAGNE ANODIZED ALUMNI, FINISHING ON STOREFRONT ELEVATION SEE SPECIFICATIONS SHEET FOR ADD'( INFORMATION PETITE I2• Eh 23' -4 I2• SOPHISTICATE 6' -3' 23' -4 I2' I . 2' -2 I2' (2 5' -T 3/4'e 4 J2 NEW 'PETITE SCR-EIS SIGNAGE 15 TO BE PROP SHOWN. SEE SHEET A21 FOR ADDITIONAL INFORMATION z 2' -2 1/2' 4 5' -9 3/4' LEASE LINE 3/4• X 3/4' BLACK METAL WVEAL AT T OP OF STOREFRONT IS TO BE PROVIDED AS SHOWN. SIGN BAUD PETIT SOPHISTICATE LETT=ERS AS BHOWl+ NEW I2• STOEPRONT GLAZING 15 TO BE PROVIDED AS SF... ES SPPET`" GRAD' CS AT STORTPRONT AS SHOWN. TYPICAL_ SEE D� -TAIL 12 /A4Z FOR ADDITIONAL INFOR'^ATiON NEW STOREFRONT ENTRY DOORS AF6 TO BE FRONDED AS SHOWN. SEE DOOR SCHEDULE ON SHEET AL I FOR ADDITIONAL IN=ORIATION. NOTE: MAXI'0.IM ALLOWABLE GAP BETWEEN GLAZNG PANES 15 1/4'. 3 /8' - T - O' 22' -8 1/, STOREFRONT ELEVATION C Z EXISTING MALL BULKHEAD AND CEILING TO REMAIN. VERIFY IN THE FIELD. 3/4' x 3/4' BLACK METAL REVEAL 15 TO BE PROVIDED AT THE TOP OF THE STOREFRONT AS SHOUN. DETAIL • MIRRORED BAND / STOREFRONT TRANSITION 1112•4-0' EXISTING LANDLORD BULKHEAD AND WALL STRICTURE TO REMAIN. EXISTING MALL COLUMN IS TO RFT'IAIN. EXISTING BRICK FASCIA MATERIAL. EXISTING LANDLORD FIRE 1405E CABNET IS TO REMAIN; NEW 5/8' GYP. BD. PAINTED TO MATCH ADJACENT SURFACE. VAX Not 29 2001 pUlkU 181/1,08,1G DIVISION SIG - NAG - E SC EDULE, FROND. AND INSTALLED BY TENANT USED/ NOT USED CASu L coRNER' 5 0REFR^N 516N BOX W/ 112' HIC-w LETTERS PROV DED AND INSTALLED USED " TENANT 97_j 'PF T_ 501. STOREFRONT SIGN BOXW °_ 1/4' NIGH LETTERS PROVIDED AND USED 1 INSTALLED BY TENANT. L5� - 'AU- MAX 3/ lUGMANS' STOFRONT SIGN BOX G,.Pf B C TTERS PROVIDED AND NOT USED MST `ti' D BY .ENAhT 1 'CARS EE W HIGH REVERSED CHANNEL 1 ILL(" I!NATED LETTERS WITH POLISHED ANODIZED ALDEDU' - 1 FINIS:. NOT USED ( STOP —RCNT VINYL GRAPHIC- 'CASUAL CORNER % 50,15TICATE' AT GLAZING LaAT /DNS AS INDICATED. ST PETITE SOPHISTICATE' 12' HIGH INDIVIDUAL BLACK ACRYLIC LETTERS PM MOUNTED ON WALL CRORR TO ELEVATIONS FOR LOCATION). 'Nr UST MAX WOMAN' 12' HIGH NDINDUAL BLACK ACRYLIC LETTERS PIN MONIED ON WALL (REFER TO ELEVATIONS FOR LOCATION). USED 'CASiJAL CORNER' 12' HIGH INDIVIDUAL BLACK ACRYLIC LETTERS PIN MO,NTED ON WALL CRFFER TO ELEVATIONS FOR LOCATION, USED USED NOT USED - IN A1 _��� UHULC M. CARLSON An%niEC uTE FLAN TYEWI BRUCE M- CARLSON, AIA NORTHWESTERN BULDING 219 N- 2ND ST, SUITE 301 MINNEAPOLIS, MN 55401 PHONE= (612) 338-6677 FAX (612) 338-2995 E -MAIL 61fo•crnarchcaS CONTACT: USA M. HULNE/ S. MICHAEL WLL (773) 247 -3138 CONSULTANTS MECH/ ELECT. PLLDM DLMIAM ASSOCIATES 8200 NOMAPDALE BLVD_ 1500 MIf:FAPO.JS. MN 55437 -1075 PEAL MAIXKIAA 9621 8 20 -140 0 052) 820-2760 FAX REG- NO ?ROJ N0: DRAWING EC7 OATS: Dunham Associates Consulting Engineers SEAL sm. 1 E9AWI GT ARCHIIFC'r 1 c ___ E 9f WASHINGTCN DATE 195,0 5449 10/11 /O` PERMASTEELISA tOC 2M1Od5[ Avenue EnlleN ^ T MGR PN .0)253 N8_ Fe(853)7458534 melt 18 - SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES *A-120 AND #A -124 SHEET TITLE: ENLARGED STOREFRONT PLAN, STOREFRONT ELEVATIONS, AND SIGNAGE SCHEDULE REVISIONS N0: DATE: Cm aF TUKIvI 1 ccl K6Z001 7E13,T NEIER DRAWN BY: RAZ A2.© SHEET 8 OF 18 BY: 01102 -18 10/04/01 FILE: O: /CASUAL CORNER /01102 -18 Il I[1i i 1 � I 1 1 I I I II I I11�ili I ' I. II Ii1 I l l i d IA lll E MALL MJRR0,,, , BAND AT TOP CF - - 570 . i5 70 W1 / . X 1 I ST LAD NB, O SF O NT S. GLAZING- - SYSTEM IS TO . FRONDED AS SHOLN 1 ' - BRAKE METAL. 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EXISTING N9117R I FIER IS 70 / AS R=GB, =D AT CON., RxDT10N : COMP ETEO CASWLCORN z' £0; \c 6 £S£D■O 3/8' -T -0' 6' 3' 24' -0' ENLARGED STOREFRONT PLAN BRA,- ITETA( FINIS- 15 TO S_ PROVIDED AT COLLINN SURROJN NI, COLOR 5 B SLACK STOREFRONT ELEVATION NEW 'CASUAL CORNER' S GNAGE 15 •O BE FRONDED AS 5 SE_ SHEET A2 - FOR ADD TIO.,AL NFORMA ION CASUA4CORNH Ci 5 1/2 r-- 5 3/4' 2'1i 2' -2 12• III I 11;1 I 1 1 111 111i111 � 1 1 4 ?' -5 3/4' it 1 5' -9 3/4' 2 CHAMPAGNE ANODIZED ALUMNI, FINISHING ON STOREFRONT ELEVATION SEE SPECIFICATIONS SHEET FOR ADD'( INFORMATION PETITE I2• Eh 23' -4 I2• SOPHISTICATE 6' -3' 23' -4 I2' I . 2' -2 I2' (2 5' -T 3/4'e 4 J2 NEW 'PETITE SCR-EIS SIGNAGE 15 TO BE PROP SHOWN. SEE SHEET A21 FOR ADDITIONAL INFORMATION z 2' -2 1/2' 4 5' -9 3/4' LEASE LINE 3/4• X 3/4' BLACK METAL WVEAL AT T OP OF STOREFRONT IS TO BE PROVIDED AS SHOWN. SIGN BAUD PETIT SOPHISTICATE LETT=ERS AS BHOWl+ NEW I2• STOEPRONT GLAZING 15 TO BE PROVIDED AS SF... ES SPPET`" GRAD' CS AT STORTPRONT AS SHOWN. TYPICAL_ SEE D� -TAIL 12 /A4Z FOR ADDITIONAL INFOR'^ATiON NEW STOREFRONT ENTRY DOORS AF6 TO BE FRONDED AS SHOWN. SEE DOOR SCHEDULE ON SHEET AL I FOR ADDITIONAL IN=ORIATION. NOTE: MAXI'0.IM ALLOWABLE GAP BETWEEN GLAZNG PANES 15 1/4'. 3 /8' - T - O' 22' -8 1/, STOREFRONT ELEVATION C Z EXISTING MALL BULKHEAD AND CEILING TO REMAIN. VERIFY IN THE FIELD. 3/4' x 3/4' BLACK METAL REVEAL 15 TO BE PROVIDED AT THE TOP OF THE STOREFRONT AS SHOUN. DETAIL • MIRRORED BAND / STOREFRONT TRANSITION 1112•4-0' EXISTING LANDLORD BULKHEAD AND WALL STRICTURE TO REMAIN. EXISTING MALL COLUMN IS TO RFT'IAIN. EXISTING BRICK FASCIA MATERIAL. EXISTING LANDLORD FIRE 1405E CABNET IS TO REMAIN; NEW 5/8' GYP. BD. PAINTED TO MATCH ADJACENT SURFACE. VAX Not 29 2001 pUlkU 181/1,08,1G DIVISION SIG - NAG - E SC EDULE, FROND. AND INSTALLED BY TENANT USED/ NOT USED CASu L coRNER' 5 0REFR^N 516N BOX W/ 112' HIC-w LETTERS PROV DED AND INSTALLED USED " TENANT 97_j 'PF T_ 501. STOREFRONT SIGN BOXW °_ 1/4' NIGH LETTERS PROVIDED AND USED 1 INSTALLED BY TENANT. L5� - 'AU- MAX 3/ lUGMANS' STOFRONT SIGN BOX G,.Pf B C TTERS PROVIDED AND NOT USED MST `ti' D BY .ENAhT 1 'CARS EE W HIGH REVERSED CHANNEL 1 ILL(" I!NATED LETTERS WITH POLISHED ANODIZED ALDEDU' - 1 FINIS:. NOT USED ( STOP —RCNT VINYL GRAPHIC- 'CASUAL CORNER % 50,15TICATE' AT GLAZING LaAT /DNS AS INDICATED. ST PETITE SOPHISTICATE' 12' HIGH INDIVIDUAL BLACK ACRYLIC LETTERS PM MOUNTED ON WALL CRORR TO ELEVATIONS FOR LOCATION). 'Nr UST MAX WOMAN' 12' HIGH NDINDUAL BLACK ACRYLIC LETTERS PIN MONIED ON WALL (REFER TO ELEVATIONS FOR LOCATION). USED 'CASiJAL CORNER' 12' HIGH INDIVIDUAL BLACK ACRYLIC LETTERS PIN MO,NTED ON WALL CRFFER TO ELEVATIONS FOR LOCATION, USED USED NOT USED - IN A1 _��� UHULC M. CARLSON An%niEC uTE FLAN TYEWI BRUCE M- CARLSON, AIA NORTHWESTERN BULDING 219 N- 2ND ST, SUITE 301 MINNEAPOLIS, MN 55401 PHONE= (612) 338-6677 FAX (612) 338-2995 E -MAIL 61fo•crnarchcaS CONTACT: USA M. HULNE/ S. MICHAEL WLL (773) 247 -3138 CONSULTANTS MECH/ ELECT. PLLDM DLMIAM ASSOCIATES 8200 NOMAPDALE BLVD_ 1500 MIf:FAPO.JS. MN 55437 -1075 PEAL MAIXKIAA 9621 8 20 -140 0 052) 820-2760 FAX REG- NO ?ROJ N0: DRAWING EC7 OATS: Dunham Associates Consulting Engineers SEAL sm. 1 E9AWI GT ARCHIIFC'r 1 c ___ E 9f WASHINGTCN DATE 195,0 5449 10/11 /O` PERMASTEELISA tOC 2M1Od5[ Avenue EnlleN ^ T MGR PN .0)253 N8_ Fe(853)7458534 melt 18 - SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES *A-120 AND #A -124 SHEET TITLE: ENLARGED STOREFRONT PLAN, STOREFRONT ELEVATIONS, AND SIGNAGE SCHEDULE REVISIONS N0: DATE: Cm aF TUKIvI 1 ccl K6Z001 7E13,T NEIER DRAWN BY: RAZ A2.© SHEET 8 OF 18 BY: 01102 -18 10/04/01 FILE: O: /CASUAL CORNER /01102 -18 GLAZING STOPS, PAINT — AND SCREtILS TO MATG= STOREFRONT ITYP. ALL SiDES) 2' 'x 4•EN 'ENTRANCE -- .EMBER .:HU=H COLOR vARFS, SEE STOREFRONT ELEVATION SHEET A2.0 FOR ADDITIONAL INFO. TOP OF DOOR SEE STOREFRONT SECTION ALL METAL FRAMING IS TO I Br SUPPLIED AND INSTALLED 1 BY STOREFRONT VENDOR CONTINUOUS ALUMIN -1 BREAK METAL PANEL. V. 1 3/4' x 4 1R' ALUM!INOM EXTRUSION 1 a 3'd - 0' 5.."'!GLA55 SUPPLIED • AND INSTALLED BY 5701.ERONT VENDOR x 4' CROSS MEMBER SECTION AT DOOR HEADER I., ij ' iL,l: III �1 SECTION AT SIGN BAND 2'x4' AND = T^BERS ,r• ••1°-1.^ G_A55 l^•PJ "' x 524• STEEL AxG_E ( '.IER"J AT EA DE 0= SGN BOX AT � -... ....G SECTION AT DOOR TRANSOM BAND I 4• X 4• ANODIZED - ALUMINU1 FRAMING SYSTEM. PIVOTING GLASS DOORS BY DOOR VENDOR !TYPICAL). WOOD FLOOR FINISH A fr• r AAA CSTPJ /� —LEASE L 3• -6 I/1• ® SECTION THRU STOREFRONT GLAZING (PE I I I t SOPHISTICATE) 3/4' -T-0' SECTION THRU STOREFRONT GLAZING (CASUAL) EXISTING HALL STRUCTURE, BULKHEAD AND cILNG TO REMARI VERIFY N THE FIELD_ 3/4• X 3/4' BLACK METAL 1.VEAL 15 TOE. FRONDED AT TIE TOP OF THE :1 1 STOREFRONT AS 5•0.N. MX SURFACE MQtNTU7 , !XTUF._ 5: 412 FOR ADDITION, NFOZ'ATIOK 2' X 4 1/1• ANOD!ZED ALUMNI, FRAMING 5Y5TEM. o GN BOX AND SIGN . ALL SEE ELEVATION ON SHEET 42.0 FOR CASUAL CORER SKi:Kc LOCATION ! 3/4 X E. CiA7)N! BASE MA TtLE. TO LEASE LINE LOCATION AS ND!CAATED. aI EXTEND GYP. TO DECK ABOVE AS AS REQUIRED. 5/8' METAL STUD CONSTRUCT NAT THE STOREFRONT IS TO BE PROVIDED 45 SHOON_ IB GA HANGER UMW SECURED TO STRICTURE ABOVE. 2' X 2' ACT. CLG. —� SYSTEM 15 TO BE PROVIDED AS SHOUN I cLGI l EXTEND GYP. BD. TO DECK ABOVE AS REQUIRED 5/B' METAL SPED CONSTRUCTION AT TFE STORERONT 15 TO BE PROVIDED A5 SHOD\ IS GA H•L =R ;DIRE SECU TO STRJCP.I. ABOVE_ v 2 ACT. CLG-. S.ST-I IS TO BE ,�.GNDED AS 540UN.' G' G LOOT. FLOOR FINISH 77 PETITE SOPHISTICATE SALES AREA 4' -8 3/4' ORNFR SALES AREA a 102 4' -8 3/4' I/ K 4 ExISTING MALL STRUCTURE. B'ULK:cAD AND CEILING TO REMAIN. vER'FY IN THE FIELD. _ - 3/4' X 3/4' BLAB METAL REYCAL 15 TO BE PROVIDED AT THE STOREFRONT PERIMETER AS 54-!01111 SURFACE MOUNTED 'M• FIXTURE. SEE SHEET AI3 FOR ADDITIONAL INFOu iATIO, - - PANEL LOCATION CONTINUO. ACROSS ENTIRE STORE T. 2' x < I, ANODIZED ALUMINUM FRAMING SYSTEM. SEE =LEV. CN SLIT A2. FOR COLOR REO'TS, MALL CONCOURSE TEMPERED GLASS /TYPJ LEASE LINE SECTION THRU STOREFRONT GLAZING (PE I II t) 3/4' -T-O' 1 3/4• x O• GLAZING BASE MALL T E TO LEASE L NE LOCATON AS INDICATED. EXISTING MALL STRUCTURE. BULKHEAD, 0. MIRRORED BAND AND CEILING TO REMAIN. VERIFY IN THE FIELD, I,.. 3 /4'X3 / METAL REVEAL 15 TO BE PROVIDED AT THE STOREFRONT PERIMETER AS SHOIW_ - SURFACE MOUNTED 'M' FIXTURE. SEE SHEET 4I3 it FOR ADDITIONAL INPDR- ATION. '. SIGN PANEL LOCATION. �. CONTINUOUS ACROSS ENTIRE STORFRONT. — 2 x 4 ln• ANODIZED ALUMINUM FRAMING SYSTEM SEE ELEV. ON 5, 42.0 FOR COLOR REOTS. MALL CONGO I/1• TEMPERED GLASS (TYPJ .ASE LINE 6 9 CITVagg" 1ICV 2 9 Zeoi sNJI1 n SECTION THRU STOREFRONT GLAZING (CASUAL) 9u L 0' on U1/4....0 CARLSON ARCHTECTUFE PLAN NG OED: BRUCE M CARLSON, AIA NOF011WESIERN BUILDING 219 N. 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338 -6677 FAX (612) 338-0395 E-MAIL; ulfo.cmarchcom CONTACT= LISA M. HULNE/ S. MICHAEL WLL (773) 247 -3138 CONSULTANTS= MECH./ ELECT. PLUMB. DU0iMI A SCCIATES 8200 NORNADALE BUD., 4506 MN Eft 55937-1075 PEAL MAIKK LA (952) 821-400 1952) 820-2760 FAX SEAL ismedeas Consulting Engineers n v;I711 d � ' W REGISTEREC I ` / \ ARGHWTECT 1 w ars u o N INGT $TAT£9F W `A.+iIIXt'TON 0/11/O! DALE ISSUED REG. NC PERMASTEELISA 100 Pm.. Avenue - 09002 ?A!05012511495 Ft. (960)7458E34 throe= -x eeceelleeu=_a SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TITLE STOREFRONT SECTIONS AND DETAILS af� REVISIONS NO: DATE cYaSRlKV OCT 26MI PROJECT NO' M.,� M DRAWING DATE: 10/04/01 DRAWN Br RAZ A2.1 SHEET 9 OF 18 FILE: O: /CASUAL CORNER /01102 -18 NOT. GC TO PROVIDE =.L.L HEIGHT WHITE CORNER GUARDS, sEc-Li n WITH ADHESIVE, NO EXPOSED FASTENERS. ( ., AT ALL CORNERS N TuE FITTNG ROOM LOCATIONS NOTE, 1._ :OVER` iS I No L.GI IS TO BE PRONTO -S. IN TO BE ART vIDED { FITTING ROO' FR,' FLOOQ 70 Ir_0 T.+RoLGJ -T0:1- T - .`TIN[-' I A-- SEFOf INSTAL LAT'ON OF FITTING i RODI -T LOCAT , ROO, SNITS. (4\ ELEVATION AT H.C. FITTING ROOM PLAN • FITTING ROOM SCALE 3/4'4-0 7 PLAN • H.C. FITTING ROOM ACT GEILRG SYSTEM FULL — EFC.47 Ok11TE CORNER GUARDS iLV ADHESIVE, NO EXPOSED FASTEN - =RS, TYP- 3 PER GO SASE RILL EKsHT 1:F IT_ CORDER ADHESNE.NO EXPOSED FAST.E %, T7P, I` 2 ELEVATION AT FITTING ROOMS A22 SCALE vr-r -0• 3 ELEVATION AT FITTING ROOMS A22 SCALE 112• -1'-O �1 3-WAY BUILT -IN MIRROR DETAIL FULL HEIGHT WHIT CORNER sUARDS W/ ADHESIVE, NO EXPOSED FASTENERS, TY PI FITTING- ROOM CURTAIN FITING ROO BENCH :(TYPJ � FITTING ROOM CURTAINS (TY =1 NOT: TNG ROOM A:C i PRE- MANUFAC EATI TU1gD � WILL ' 5E PROVIDED AND INSTALLED 57 THE TENANT. FITTING ROOM 5ENCH fl P) I S Cti 1A NO1 29 2001 u d;Eu SOLOING DIVISION wboti-zsz. tjI-(uut M. CARLSON aLE BRUCE M. CARLSON, AIA NORTHWESTERN BUILDING 219 N. 2ND ST -, SUfTE 301 MINNEAPOLIS. MN 55401 PHONE- (612) 338 -6677 FAX (612) 338 -2995 E-MAIL mfo•cmardh-com CONTACT- USA M. HULNE/ S- MICHAEL WILL (773) 247 -3138 CONSULTANTS MECtl1 ELECT_ FLUME. DUNiAM ASSOCIATES 6200 NORMAID/LE BLVD_ 4500 MINNEAPOLIS, MN 55437-1075 NEAL MAOIXU.A ONE 820 -1400 N52) 820 -2760 FAX SEAL= REG. NO. DRAWING DATE: DRAWN BY: Dunham Associates Consulting Engineers "67 tREGI5(EREDI f ARGNf1'eGT I �q(pF TE B: MASt6NGTON I HEREBY CERTIFY THAT THE PORTIONS �.� THIS TECHNICAL SUBMISSION BEARING MY SEAL ANC SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY GISTERED BR CA ARCHITE, UN I R T WS OF THE STATE HI 10/'1/01 DATE ISSUED 54.9 PERMASTEEUSA (1300) .85 Fax (WO)745 &JM1 SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWIIA WASHINGTON 98188 SPACES IA -120 AND #A -124 SHEET TITLE: FITTING ROOM DETAILS AND ELEVATIONS REVISIONS. NO: OAT_- OCT 2 6 2001 PEMICENTER PROJECT NO. uWi -le A2.2 SHEET 10 OE 1B W /04/01 FILE: 0: /CASUAL CORNER /01102 -18 f Wc 1 1 I - - - i� �:�� 1 'I jj I f H f E \ I } i 1 i 1 ff{� I I I' I i I IUG1 II 11 j i i j I li ' II ��' I fllfll ! 1 , I: Ij -J-.1-.L P NOT. GC TO PROVIDE =.L.L HEIGHT WHITE CORNER GUARDS, sEc-Li n WITH ADHESIVE, NO EXPOSED FASTENERS. ( ., AT ALL CORNERS N TuE FITTNG ROOM LOCATIONS NOTE, 1._ :OVER` iS I No L.GI IS TO BE PRONTO -S. IN TO BE ART vIDED { FITTING ROO' FR,' FLOOQ 70 Ir_0 T.+RoLGJ -T0:1- T - .`TIN[-' I A-- SEFOf INSTAL LAT'ON OF FITTING i RODI -T LOCAT , ROO, SNITS. (4\ ELEVATION AT H.C. FITTING ROOM PLAN • FITTING ROOM SCALE 3/4'4-0 7 PLAN • H.C. FITTING ROOM ACT GEILRG SYSTEM FULL — EFC.47 Ok11TE CORNER GUARDS iLV ADHESIVE, NO EXPOSED FASTEN - =RS, TYP- 3 PER GO SASE RILL EKsHT 1:F IT_ CORDER ADHESNE.NO EXPOSED FAST.E %, T7P, I` 2 ELEVATION AT FITTING ROOMS A22 SCALE vr-r -0• 3 ELEVATION AT FITTING ROOMS A22 SCALE 112• -1'-O �1 3-WAY BUILT -IN MIRROR DETAIL FULL HEIGHT WHIT CORNER sUARDS W/ ADHESIVE, NO EXPOSED FASTENERS, TY PI FITTING- ROOM CURTAIN FITING ROO BENCH :(TYPJ � FITTING ROOM CURTAINS (TY =1 NOT: TNG ROOM A:C i PRE- MANUFAC EATI TU1gD � WILL ' 5E PROVIDED AND INSTALLED 57 THE TENANT. FITTING ROOM 5ENCH fl P) I S Cti 1A NO1 29 2001 u d;Eu SOLOING DIVISION wboti-zsz. tjI-(uut M. CARLSON aLE BRUCE M. CARLSON, AIA NORTHWESTERN BUILDING 219 N. 2ND ST -, SUfTE 301 MINNEAPOLIS. MN 55401 PHONE- (612) 338 -6677 FAX (612) 338 -2995 E-MAIL mfo•cmardh-com CONTACT- USA M. HULNE/ S- MICHAEL WILL (773) 247 -3138 CONSULTANTS MECtl1 ELECT_ FLUME. DUNiAM ASSOCIATES 6200 NORMAID/LE BLVD_ 4500 MINNEAPOLIS, MN 55437-1075 NEAL MAOIXU.A ONE 820 -1400 N52) 820 -2760 FAX SEAL= REG. NO. DRAWING DATE: DRAWN BY: Dunham Associates Consulting Engineers "67 tREGI5(EREDI f ARGNf1'eGT I �q(pF TE B: MASt6NGTON I HEREBY CERTIFY THAT THE PORTIONS �.� THIS TECHNICAL SUBMISSION BEARING MY SEAL ANC SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY GISTERED BR CA ARCHITE, UN I R T WS OF THE STATE HI 10/'1/01 DATE ISSUED 54.9 PERMASTEEUSA (1300) .85 Fax (WO)745 &JM1 SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWIIA WASHINGTON 98188 SPACES IA -120 AND #A -124 SHEET TITLE: FITTING ROOM DETAILS AND ELEVATIONS REVISIONS. NO: OAT_- OCT 2 6 2001 PEMICENTER PROJECT NO. uWi -le A2.2 SHEET 10 OE 1B W /04/01 FILE: 0: /CASUAL CORNER /01102 -18 1 I - - - ®eeew� i 1 'I jj I I NOT. GC TO PROVIDE =.L.L HEIGHT WHITE CORNER GUARDS, sEc-Li n WITH ADHESIVE, NO EXPOSED FASTENERS. ( ., AT ALL CORNERS N TuE FITTNG ROOM LOCATIONS NOTE, 1._ :OVER` iS I No L.GI IS TO BE PRONTO -S. IN TO BE ART vIDED { FITTING ROO' FR,' FLOOQ 70 Ir_0 T.+RoLGJ -T0:1- T - .`TIN[-' I A-- SEFOf INSTAL LAT'ON OF FITTING i RODI -T LOCAT , ROO, SNITS. (4\ ELEVATION AT H.C. FITTING ROOM PLAN • FITTING ROOM SCALE 3/4'4-0 7 PLAN • H.C. FITTING ROOM ACT GEILRG SYSTEM FULL — EFC.47 Ok11TE CORNER GUARDS iLV ADHESIVE, NO EXPOSED FASTEN - =RS, TYP- 3 PER GO SASE RILL EKsHT 1:F IT_ CORDER ADHESNE.NO EXPOSED FAST.E %, T7P, I` 2 ELEVATION AT FITTING ROOMS A22 SCALE vr-r -0• 3 ELEVATION AT FITTING ROOMS A22 SCALE 112• -1'-O �1 3-WAY BUILT -IN MIRROR DETAIL FULL HEIGHT WHIT CORNER sUARDS W/ ADHESIVE, NO EXPOSED FASTENERS, TY PI FITTING- ROOM CURTAIN FITING ROO BENCH :(TYPJ � FITTING ROOM CURTAINS (TY =1 NOT: TNG ROOM A:C i PRE- MANUFAC EATI TU1gD � WILL ' 5E PROVIDED AND INSTALLED 57 THE TENANT. FITTING ROOM 5ENCH fl P) I S Cti 1A NO1 29 2001 u d;Eu SOLOING DIVISION wboti-zsz. tjI-(uut M. CARLSON aLE BRUCE M. CARLSON, AIA NORTHWESTERN BUILDING 219 N. 2ND ST -, SUfTE 301 MINNEAPOLIS. MN 55401 PHONE- (612) 338 -6677 FAX (612) 338 -2995 E-MAIL mfo•cmardh-com CONTACT- USA M. HULNE/ S- MICHAEL WILL (773) 247 -3138 CONSULTANTS MECtl1 ELECT_ FLUME. DUNiAM ASSOCIATES 6200 NORMAID/LE BLVD_ 4500 MINNEAPOLIS, MN 55437-1075 NEAL MAOIXU.A ONE 820 -1400 N52) 820 -2760 FAX SEAL= REG. NO. DRAWING DATE: DRAWN BY: Dunham Associates Consulting Engineers "67 tREGI5(EREDI f ARGNf1'eGT I �q(pF TE B: MASt6NGTON I HEREBY CERTIFY THAT THE PORTIONS �.� THIS TECHNICAL SUBMISSION BEARING MY SEAL ANC SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY GISTERED BR CA ARCHITE, UN I R T WS OF THE STATE HI 10/'1/01 DATE ISSUED 54.9 PERMASTEEUSA (1300) .85 Fax (WO)745 &JM1 SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWIIA WASHINGTON 98188 SPACES IA -120 AND #A -124 SHEET TITLE: FITTING ROOM DETAILS AND ELEVATIONS REVISIONS. NO: OAT_- OCT 2 6 2001 PEMICENTER PROJECT NO. uWi -le A2.2 SHEET 10 OE 1B W /04/01 FILE: 0: /CASUAL CORNER /01102 -18 SCALE NOT TO SCALE NOTE: USE SLIP CONNECTION AS SHGUN AT ALL_OC,ATIONS W+EtZ� PARTITIONS ARE THRU TO STRUCTUR. 1 -HOUR CONNECTION DETAIL PROVIDE FASTENERS SITS AS REQJI,D) • 32' O.C. (OR EQUAL) NOTE: 3 5 8' 'EL TE STANDARDS • 24' OL. ARE TO BE USED LWERE INDICATED. 3 5/5' X 20GA METAL 51 TJ5 AT is OL. W/ 5/8' TYPE 'X• GYPS, BOARD EACH SIDE 3 5/e' X 20 GA. MTL. TRACK WITH ATTAR- IMEYTS • EA 16' O.C. STUD AS REQUIIZFD. r C.ONCRETE SLAB O PARTITION CONNECTION DETAIL SCALE: 11 /2' -T -0• v ..T. TILE CASUAL CORNER GC. 15 TO INSTALL 5/8' GYP. BD. IT N'c 'X' ON BOTH SIDES OF WALL TAPE. SAND AND FINISH A23 ' ALIGN FLOOR FINIS. CHANGE w/ NON - SALES SIDE CF DOOR JAMB `DECK ABOVE DOUBLE -SIDED 3 5/8• 'ELITE' STANDARDS • 24' O.O. PEtITE OPH16 3 -12' WOOD BASE 15 TO BE INSTALLED A5 .0. THROWN°, BY TENANT BI SCALE: 6' - T -0' GL. 15 TO PROVIDE CROSS - BRACING AS REQUIRED FOR SUPPORT CF WALL CONSTRUCTION AS 51 -IOW. G.C. IS REQUIRED TO SECURE TO EITHER DECK OR OTHER STRUCTURE ABOVE AS NEEDED. VERIFY EXACT CONDITIONS N FIELD. (vTU VINYL FLOORING -!u 4j 64'.1 - . 3 /B' EXPANSION GAP (Fl) WOOD FLOORING 4' FLOOR TRANSITION JAMB DOOR PERGO TRANSITION `DECK ABOVE { TE: SUSP D =L ING SYSTE, MAY NOT BE FASTENED TO TwE t3.DERSIDE OF Ti-E METAL ROOF DECK PIPING OR DUCTWORK ABOVE- ALL FASTESING 2J5T BE SECIaZD TC ME. STRUCTURE ABOVE_ 5-- `A23 / BASE DETAIL (B1) SCALE 6' - T -0' 3 12• F'EZ'sO BASE Ej. ,RGO LLK20D FL SYSTEM! Fl UNDERLAYMENT AND �' BARRIER 43/8' EXPANSION GAP FOR FLOORING �OO TIGHT A DECK ABOVE WALL TYPES SCALE 3/4' -T -0' GC. 15 TO INSTALL 5/8' GYP. BO. TYPE 'X' ON BOTH SIDES CF WALL. TAPS SAND AND FINISH PI VINYL BASE AS 5 " d 5/8' TYPE 'X' FIRE F_ RA D GYP. BD. � - -4' JOHNSON, v1NYL BASE E2.I OO - x BASE DETAIL (B2) SCALE 6' - 7' -0' 15 TO PROVIDE CRO55- vRACING AS FOUiRED FOR SUPPORT OF '.JALL CONSTRUCTION AS SHOLN. GL. IS REQUIRED TO SECU1 TO EITHER DECK OR OTHER STRUCTURE ABOVC AS NEEDED. VERIFY EXACT CONDITIONS IN FIELD. SINGLE -SIDED 3 5/8' 'ELITE' STANDARDS 24' O.0 '' ASUAL COFdAFR 101 i OR 71 AT 102 3 -12• WOOD BASE IS /TO BE INSTALLED AS SHOWN THROWN°, B TENAN'_LB� "bO 1-952 L-ii-tUc..,C CARLSON BRUCE M. CARLSON, NA NORTHWESTERN BU6-DfNG 219 N. 2ND ST., SLATE 301 MINNEAPOLIS, MN 55401 PHONE- (612) 338 -6677 FAX: (612) 338 -2995 E-MAIL mto•cmerchcom CONTACT: USA M. HULNE/ S. MICHAEL WILL 773) 247 -3138 CONSULTANTS MEOW ELECT. PLUM. DUIHAM A.99.1ATES 6200 NORMANDALE BLVD., 4500 MMEAPOL6 MN 55437-1075 PEAL MAWQJLA 8152/820 8152)820 FAX SEAL- ER Consulting Engineers REGtSTEREC ARCHITECT I NATE 6f WANIN6T0N HERE, CERTIFY THAT THE PORTIONS O: THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. AMA 13 REGISTERED *HAW ARCHITECT OER N �WS C. �: WAS' TON URE DATE ISSUED REG. NO. cwt2�T. Fa,8:80)2ASBR! : u..USamr SOUTHCENTER MALL 633 SOU FICENTER MALL TUKWILA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TITLE= WALL TYPES AND DETALS REVISIONS NO. DATE: BY: Cm OF TUKW A OCT 2 6 2001 PERMIT CENTER PROJECT N0: OF02 io DRAWING DATE: 10(04/01 DRAWN BY: RAZ A2.3 SHEET 11 OF 16 FILE: O: /CASUAL CORNER /01102 -18 TOILET B2 T' -I' 41/2', 2•-0• b' -B 3/4' MOP 51N,- v, [73 d In' 4 1/2• 2' -0' 5 -I V, 0 3/4• 31' 0 3/4• DRINKING =0 \, A`n 51NK 5-r. -KROOM "Pbl DEGK ABC, DECK ABOVE 32� 20 -6• C ASJIi GORNER 5A' ES AREA 'm21 , 3' �: I �� \ 0 ml 60' - 3/4' DECK ABOVE 4 EQUAL . 5' -5 i/4• ' -2 1/4 DECK ABOVE DECK ABOVE OPEN TO PETITE SOPFNSTICATE r1 15'40' 130-11/2' 132 —\ •-DECK ABOVE EQUAL L32 OPEN TO ANIAI CORNER DI 15' -10' - 5 -51/4' DECK ABOVE 6■SUAL ORNER_ 130'-1 In• 20 b• EGMAL 10 3/4' To ROOMS .1� PETIT= SOPHISTICATE 540 ES AREA DO \ -33Z 58' -4 3/4' DECK AfiOVE 1=1-- 8 3/4•_ y 1' -4 In' 5' - 9• I X12' 10•-5 1/4' I y II, 13/ INTERIOR ELEVATION (PE I I I t SOPHISTICATE) SCALE. 1/4 -0 INTERIOR ELEVATION (CASUAL CORNER) SCALE 1/4 U -� -n• . 3 ._ m . INTERIOR ELEVATION (Ph I I I t SOPHISTICATE) SCALE 1/4 `-DECK ABOVE 24' -5 i /4' •ECG ABOVE STOCKROOM 31'-0 34 I 31' -0 3/4' C R 9!_E9 A A B2 . 20' -b' 20' -5' 4 INTERIOR ELEVATION (CASUAL CORNER) In' 7 CITY OF TOKATIA APPROVED NOV 2 9 2001 S tiOTED LOIN, OM81.3h Vi l%..1 Iv I. CARLSON ARCHITECTURE BRUCE M. CARLSON, MA NORTHWESTERN BULDHNG 219 N. 2ND ST, SUITE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338-6677 FAX (612) 338-2995 E -MAIL -- vlfo- cmarchcoin CONTACT: USA M_ HULNE/ S. MICHAEL WLL (773) 247 -3138 CONSULTANTS MECH./ ELECT_ PLUMS DUPHAM ASSOCIATES 8200 NORMAPDAL.E BLVD_ 1500 MMEAPOUS, MN 554371075 NIL MAI iKU_A 052) 820 -1400 052) 820 -2760 FAX Dunham Associates Consulting Engineers SEAL: REGISTEREt(1 ARG HIIEOT 1 3a10FkfA %30>v SLUE*, VOSINIGTO I HEREBY CERTIFY - ow THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE 1 AM A D Y REGISTERED ARCHITECT U R E LAWS OF THE ATE O AS. GTON. CATE ISSUED REG. N0. 10 /14 /01 5443 PERMASTEELSA wr �,�.eras 100 PlmnkA.a.e Fe. 74 8.4 r^It mM85 FAt(990)7A5%36 xVro®Pernrel.mmsuFA.mm SOUTHCENTER MALL 633 SOUTHOENTEi MALL TUKWILA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET T TLE INTERIOR ELEVATIONS REVISIONS N0: DATE cr o nM iuiu ncT 2 s 2OD PROJECT N0: 01102 -8 DRAWING DATE: 10104/01 DRAWN BY: RAI A3.O BY: SHEET 12 OF 13 FILE: O:/ /CASUAL GONER/01'102-1B, DECK-- ABOVE El —N v I DECK / ST ABOVE CL6 • f I i I • \ .. CASUAL- CORd____.BR UAL CORNS SO Hfo© th T m I 1 PETIr _,ISTI.�ATE § m 9 I I _ _ e fl FNC DE BI I BI 3 IZ DECK ABOVE 14' -11 WV / / < C NOTE: CENTER SIGNAGE ON CAN -WRAP BELOW / mM192 men II 2' 3' -6 3/ N.' r 12' 6 ._ 3 . 4 :2'-, 1' 10 \, d 2• I -5 13'-10 I /4' INTERIOR ELEVATION SCAL.E- /4' -T -0' ^e - 4'5' - 6 12• SCALE Y-0' !/d 5' -2' i' -!0' / 6'_3. INTERIOR ELEVATION 1 J 4' -3 12• PI (TT, C TPJ Gtr p4 g r1iA aP�a ;Eo Nov 29 21191 15 Wall SUILDNG DiVISION 1)0 -�sz i BRUCE M. CARLSON p,R041ECTUFE PLATVING DESIC?4 BRUCE M. CARLSON, AEA NORTHWESTERN BULD(UG 219 N. 2ND ST_ SUITE 301 MINNEAPOLIS, MN 55401 PHONE= (612) 338 -5677 FAX (612) 338 -2995 E-MAIL= "x1fO.cmarch-com CONTACT- USA M. HULNE/ S. MICHAEL WLL 073) 247 -3138 CONSULTANTS MECH/ B_ECT. DUPNAM ASSOCIATES 8200 NOWIUPDALE BLVD. 1600 1AN'EAPOI-I5, MN 55437- -975 PEAL MAIXXULA 952) 8204400 10.52) 820 -2780 FAX SEAL- S! Dunham Associates Consulting Engineers Sr i ' ARCHITECT MAC At CARLSON STATESF WASHINGTON YEREet• CERTIFY :HAT THE PORTIONS CF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER. MY SUPERVISION AND RESPONSIBLE CHARGE. i AM A DU REGISTERED ARCHITECT DER S OF THE STATE 0 ilt� / BR DATE ISSUED REG. NO. 0/11/01 544$ PERNIASTEEUSA Prt 18em3S TL ✓~ - ". 'cmME into.Permeste 3.3135imm SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES IA -120 AND *A -124 SHEET TITLE= INTERIOR ELEVATIONS REVISIONS N0: DATE: BY: A3.1 SHEET 13 OF 18 clay OF NkWRA EE .e"CENTER PROJECT NO: 01102 -18 DRAWING DATE: 10(04/01 DRAWN BY: PAZ LING DE PERGO SCALE 3/4' - T -0' TRANSITION STRIP FINISHED LAMINATE FLOORING UNDERLAYMENT MIL MOISTURE BARRIER N (TV TILE (NOT uer- (FU WOOD FLOORING L. IS TO SEOJFE SNELVMG UNITS AS REQUIRED. NO E: GC. SHALL BE RE THIS P IBLE THIS FOR ASSEMBLING RE - MANIFAGTURED S -ELVNG UN!T AND SECURN GEASTEN:NG UNITS TO ,40RIZONTAL STRAPPING BOARDS. PROVIDE (1) HANGROD CENTERED AS INDICATED THE 'DASHED' LINE FOR ALL 18• 5-F_LVNG L OCAT N.S PROVIDE (2:!:ANGRODS AS INDICATED 9T THE SOLID' LINES FOR ALL 24' SHELVING LOCATIONS_ STOCKROOM SHELVING SCALE NOT TO SCALE O ce O 24• , C). OR 0, S' r WOOD FLOORING /STOREFRONT TILE TRANSMON TRANSITION SCRIP MARBLE TILE - c \ / 'WIDE ADDLE. BY GL. / SUBSTRATE AS TILE GROUT 1/ S H O D TO ENSU A RE TRANSITION SMOOTH UNDERAYMEJ.'T 1 BETWEEN MALL AND EX. ` FINISH H E = AND 17A \T CONC7.� - fE FINISH_ Le. MIBIB WINVA/Wr :ANTI; MALL MARBLE TILE MALL MARBLE TILE STOREFRONT ENTRY FLOOR TRANSTION FLOORING MATTE., OVER MANUFACT' S APPROVED LEVELING r ND TO EN "' - SMOOTH TRANSITION i SLOPE (AS MAo Y BE 1Q'D BY % SITE CONDITION, 36• MINI. / (VP, VN = TILE �\ RTPICJCRIMIA /RAN PS FI (X)P TRANSITIMI ELEVATION SCALE. NOT TO SCALE C. IS TO SECURE 541EL UNITS AS REQUIRED. NOTE: GL. SHALL BE RESPONSIBLE TO CR.L IRM EXISTING CEILING-. HEGHTS ATTAINABLE M THE STOCKROOM AREA IV MINIM., CLEARANCE I- EIGN''T IS REIx.IFED FROM TOP CE SHELVING TO FINISHED CEILING_ F 10• -0' SHELVING DIMENSION CANNOT BE FE T, CONTACT THE ARCHITECT AND TEN., Rt'EDIATELT. O OR 0> 24' X AT O OR O $ S • X-8 NOTE: GC. SHALL BE RESPONSIBLE FOR ASSEMBLING THIS PTE- MANFACTURED 51 -ELVUG UNIT AND SEOJRING.FASTENNG LINTS TO HORIZONTAL STRAPPING: BOARDS. TYPICAL SHELVING INSTALLATION DETAIL DUAL CORN[ . ® VINYL LOGO DETAIL (2 THUS) PETITE SOPHISTICATE: O VINYL LOGO DETAIL (5 THUS) NOTE: VNTL LOGO SGNAC£ WILL BE BLACK LOGOS SUPPLIED BY THE TENANT AND INSTALLED BY THE TENANTS SIGN CONTRACTOR MINIMUM SIZE OF 3' N HEIGHT ',STALLED AT AN ELEVATION OF 32' OFF. ON CENTER LOCATED ON THE SALES AREA 'INSIDE' GLAZING LOCATION. SEE ELEVATIONS ON SHEET A2.0 FOR EXACT LOCATIONS. NOTE: SEE ELECTRICAL POWER PLAN FOR ELECTRICAL REQUIREMENTS. !: COUNTERS ARE TO-SE FURNISHED AND 'STALLED (COMPLETE) BT GO, MANAGER'S COUNTER/DESK SCALE. NOT TO SCALE x4'1 POPLAR WOOD STRIPS AND SLOTTED SELF STANDARDS 3' diU. HOLES AT FEAR OF COUNTER AT 4• -0 OL. AS REQUIRED FOR WRING. ADD GROMMETS FOR ALL HOLES. 3/4' PLYWOOD GUSSETS BY GC. AT 45' OL- (MAXI FOR SUPPORT OF COUNTERS (TT, (PANT PO NOTE: C.C.'S TO COORRCNATE WITH LANDLORDS VENDOR TO PROVIDE AND INSTALL REQUIRED SERVICE DOOR SGNAGE AT THE GCS EXPENSE NOTE: PROVIDE PROPER GASKETS AND RATINGS AT R2EG7D DOORS. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION_ DOOR JAMB DETAIL 'A' SCALE 3• - T-0' NOTE: PANT DOORS AND FRAMES PI O PIN- MOUNTED LOGO DETAIL - CC (2 THJS SIGNS TO BE PROVIDED) O PIN- MOUNTED LOGO DETAIL - PS (2 THUS SIGNS TO BE PROVIDED) NOTE: LOGO 51.1AGE WILL BE BLACK SNTRA PIN MOUNTED LOGO'S SUPPLIED BY THE TENANT AND INSTALLED SST THE T.AN TS SIGN CONTRACTOR (2) 'TAAL, CORNER AND (21 PETITE SOPHISTICATE SONS ARE TO BE PROVIDED AND INSTALLED AS SHOW CN THE ELEVATIONS SHEET A3.0 AND A3J. �\ RT[)RFFRDNT SAFETY GRAPHIC DETAILS c- \ INTERIOR PIN - MOUNTED SIGNAGE DETAILS (NOTE: HEAD 6,1,AR) 3 -5/8• OR 6' METAL STUD 'WALL w/ NEW 5/5• TYPE 'X' G'''O BD. EACH SIDE DOOR JAMB ANCHOR 16 GA PREFINISHED METAL FRAME, STOP, ( CASING-. 3TT 50)t ISTICA1_ (2) 18 GA. MTL. 5.05 (TTP. • JAMBS) FITTING OR raM 5/5' GYP. BD. FINISHED SMOOTH TO - -- - RECEIVE NEW PAINT FINISHES SINGLE -SIDED STANDARD A4.0 SCALE 3•-Y-0• SCALE T-T-0' O1'! TYPICAL CORNER DETAIL NOTE G.C. IH TO USE GUIDE SUPPLIED BY TENANT. IF STUDS ARE NOT EXACTLY 2' -0 OL. MERCHANDISE HARDWARE WILL NOT FIT. GC. SHALL TAIL CARE TO ENSURE THAT ALL STUDS ARE PRECISELY T -0• O.C. PLUMB AND TRUE. SR' GYP- BD. FINISHED SMOOTH TO RECEIVE NEW PAINT FINISHES FI ELITE' METAL STUD SUPPLIED BY TENANT AND INSTALLED BT G.C. AT -0' OL. REFER TO MANFACTURER'S INSTALLATION INSTRUCTIONS. NOTE: GC. IS TO USE GUIDE SUPPLIED BY TENANT. IF STUDS ARE NOT EXACTLY O.C. MERCHANDISE NARDWAIZ WILL NOT FIT. G.C. SHALL TAKE CAFE TO ENSURc THAT ALL SNDS ARE PRECISELY 2' -0 O.C. PLUMB AND TRUE 5B' GYP. BD. FINISHED SMOOTH TO RECEIVE NEW PAINT FINISHES PI 7-0' RECESSED STANDARD SUPPLIED BY TENANT AND INSTALLED BY GC. (SET TOP OF STANDARD AT T-5 OFF, USING LASER LEVEL., NOTE: DETAIL AS DRAUN ARE TO ILLUSTRATE TYPICAL CONDITIONS AT 5ALE5MCNSALE5 WALLS IfEFER TO FLOOR PLAN FOR LOCATIONS) RECESSED ELITE WALL STANDARD DETAIL WALL BUMPOUT DETAIL SCALE- T- 1-0' 14 A4.0 WALL BUMPOUT DETAIL SCALE T- T -0• VARIES SEF WW1 CITY 01A .A APPRO T VED NOV 2 9 2291 U § TED BUILDING ONRSION L•� a 9• I FOR ID MEN LOCATIONS 2 1/1' METAL STUDS /t1 TYPICAL WING WALL DETAIL 5/8 GYP. BD. ELITE' METAL 57105 3 5/5' METAL 5N05 tiHuc.; M. CARLSON Arl iECTLITE FLAMM DEEM BRUCE M. CARLSON, ACA NORTHWESTERN BUILDING 219 N 2ND ST., SUITE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338 -6677 FAX (612) 338 -2995 EMAIL - fTfo.cmarchcom CONTACT USA M. HULNE/ S. MICHAEL WILL 073) 247 -3138 CONSULTANTS MECH./ ELECT. R.GRB. DONHAM ASSOCIATES 8200 NORMADALE BLVD, 4500 MMEAPOUS. IN 55437 -1075 PEAL MAD:KULA 952) 820 -1400 952) 820 -2760 FAX BR REG. N0. Assziells Consulting EnginE==S WERE PREPARED BY ME UNDER AR ! HEREHERESY CERTIFY TYAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE MY SUPERVISION AND RESPSP ONSIBLE CHARGE. P!/ A DDU 'EGISTERED THE T ATE 'J RJR rWS OF STETS U ASH l SIG , T 5449 PEERMASTEELISA W a 555) itPwnw - En4aLL LT C652 ( PhEW)2A 4485 Fax (B6NTi5 =_man Imo®P.ffmnal.altrauswmm SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES IA -120 AND IA -124 SHEET TTLE MSCELLANEOUS DETAILS REVISIONS N0. DATE: BY: cm�n r NEO . OCT 2 5 N;; PROJECT N0: Oib2 -,e DRAWING DATE 10/04/01 DRAWN BY: RAZ A4.0 SHEET M OF Al FILE: 0: /CASUAL CORNER /01102 - LO�MG GUIDE II' } 2' -1' 2••0 3/4' CASHDESK PLAN SCALE 1/2".• T -0' RA EXTRA WIRE(6 FOR GROUND (TYPICAL) RJit -PIT'= (vO10E) R., -PH' E (HTPERCOM UNIT) 1 A4 CASHDESK FRONT VIEW SCALE- NOT TO SCALE CASHDESK REAR VIEW SCALE NOT TO SCALE ROUTE WIRING AND MOUNT J -BOXES ON FACE OF CASHDESK CABINET HANDICAP ACC= SSIBL= CHECK -OUT CASHDESK ELEVATION SCALE 1 /2• T -0' \\ 5/8• REG, WELL HANDICAPPED ACCESS WELL HANDICAPPED ACC=ESS CONFIRM WITH 4RCHITE -'URAL ■ ANS. TO 3/4 TO YTS. NOTE RE?R TO ELECTRICAL DRAWINGS FOR ACTUAL CA51 -1.5K POLLER RECL E N(TS 2'-30 3/4' SEE PANEL FLOOR BUZZER 9 RECESSED t- ^DIN CEILING CONDUIT WITH PULLSTRING FOR CAT 5 CABLES (CF MULTIPLE CASH.SC LOCATIONS) 3/4• SPARE CONDUIT WITH PULLETRNG CENTERLINE OF 5N5 UP CENTERLINE OF CASHDESK AF.A ALIGN 4 I II TO BU�V N MODEM 9• . 5' m a 4. 6 § (3) QUAD RECEPTACLES WITH ISOLATED GROUNDS ON SEPARATE CIRCUITS 2' -3 1/16' 9 5/16' CABINETS INCLUDE FINISHED SLOTS TO RUN WIRES FROM CWNTER -TOP EQUIPMENT (REGISTERS, PHONES, ETCJ TO SURFACE MOUNTED J -BOXES ON FACE CF CABINET SURFACE MTV. J -BOXES ON FACE CF CABINET (BEYOND FRONT PANEL) FRONT PANEL (REMOVABLE) 5NB UPS NETS INCLUDE HINGED SIDE PANELS FOR FUTURE ACCESS TO J -BOXES AFTER FRONT PANEL 15 INSTALLED SURFACE MD WIRING (CNN CABINET FACE BEYOND REMOVABLE PANEL - SEE SIDE ELEVATION REGISTER 9 (]) QUAD REDEPTACLE HYPERCOM JACK VOICE PHONE JACK MODEM SPLITTER JACK (SPLITTER TO RUN LbES TO REGISTER 9,4 AND REGISTER MODEMS) NOTE: SURFACE MOUNT ALL J -BOXES TO FACE OF CABINETS WITH IR' .REU16. MEDIUM CASHDESK WITH 3 REGISTERS JUNCTION BOX REQUIREMENTS 4 LOCATIONS NOTE TO REGETER 9 EACH CR5 REGISTER 9 PERIPHERALS CONSIST OF 41, ROBOTICS' MODEM (U PRINTER (U SCARIER (1) UPS (1) PUB PHONE LINE [REGULAR VOF LINE) I PHONE LINE I CHTPERCO': -N TT HANDICAP ACCESSIBLE CHECK -CUT 5B MODEM LEE- /CONNECTED TO SPLITTER, NOTE TO RFGISTER ALL REGISTERS CONNECT TO EACH GR6 RE ETER EAR= CRS REGISTER V A 'HUB' VIA CAT 5 GABLES. PERIPHERALS CO94515T OF: PERIPHERAL& CONSIST OF: CAT 5 CABLES AND 'HUB' WILL (I, 'ROBOTICS MODEM /U ROBOTICS' MODEM BE INSTALLED BY TENANT (U SCANNER CU SCANNER AT REGISTER 9. 6 A4.1 TOILET ROOM ELEVATION SCALE- VT-T-0' (CLEAR/ R t 1 -3' t T.4 A3a.4 10 A4 TOILET ROOM PLAN SCALE 112' 4-0' MULTIPLE CASHDESK CAT 5 REGISTER LINE (CONDUIT WILL PULL STRING FOR RUNNING CAT 5 CABLES TO OTHER CASHDESKS AT MULTIPLE CA51-82E5K LOCATIONS). NO, TO RFG:91,9 3 POWER (3) Q(V QUAD IZCEPTA -LE REQ'D (TOTAL) ON DEDICATED CIRCUIT WITH ISOLATED GROUND. G.C. i6 TO PROVIDE AND INSTALL SURFACE MOUNTED PAPER TOWEL DISPENSER HYGHEST OPERABLE PART 15 TO BE AT 48' AFF. MAX. (2 THUS) SPARE (brING T• CONDUIT WITH FULL STRING-:) REGISTER 3 CLAD RECEPTACLE REMOVABLE FRONT PANEL (SHOWN CUTAWAY TO ILLUSTRATE ELECTRICAL INSTALLATION. ELECTRICAL CONTRACTOR MUST COORDINATE HIS/HER WOR< WITH THE FIXTURE CONTRACTOR'S SCHEDULE IN ORDER TO ALLOW FOR THE REMOVAL AND REINSTALLATION OF FRONT PANED 7 A41 TOILET ROOM ELEVATION SCALE ¥2' -T-O' 5 Al 111 T /D1 rr r1.--r • 11 AT ,vr1A \ T I/2' EMT TIGHT TO STRICTURE ABOVE 12 GAUGE VERTICAL HANGER COMPRE5510N STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12' O.C. EACH WAY AND WITHIN 6' -0' OF EACH WALL 3/4' EMT, NOTCH OVER MAIN RUNNER DRILL 5/32' I-1OLE FOR Z I/8' BOLT < LOCK NUT AFTER CEILING 15 LEVEL (4)-12 GA. SPLAY WI25- SPLAY. 90' FROM EACH OTHER c 45' MAX. FROM CEILING PLATE. MAIN RUNNER CRO55 TEE MAx HEIGHT SCHEDULE ELECTRICAL METAL TUBING /EMT) ONLY. 512E(DIAJ LENGTH(MAX)4T) 11/4' •NOTE: STRUTS, OTHER THAN EMT, MAT REQURE ENGINEERING CALCULATIONS. FURRING CHANNEL' 1/8' CHANNEL FURRING lb' O.C. SECURE TO 1 5/6' METAL JOIST FRAMING- W/ MIN. 8 GA WIRE NOTE: SECURE STRUCTURAL WIRES TO STRUCTURAL STEEL MEMBERS ABOVE- NOT TO ROOF DECK ACT. CLG. TILE COMP. STRUT DETAIL VOTE: COMPRESSION STR.'T DETAIL SHALL GOMpLT WITH LBA- �tEF'ORT NO. 244 UNDERSIDE OF FLOOR OR ROOF STRUCTURE ABOVE DRILL 3/32' HOLE KS ALL BOLT • LOCKING NUT. INSTALL BOLT TO 5EECURE ONE TUBE TO THE OTHER TUBES SHALL OVER- LAP ONE ANOTHER AT LEAST 4' IN FULLY EXTENDED POSITIONS EN1T SLEEVE SCAT FH NOT TO SCALE SUSPENDED GYP. BD. CEILING DETAIL SCALE- NOT TO SCALE I'E'OSED- GYP. BD. CLG. COMP. STRUT DETAIL SCALE NOT TO SCALE NOTE: ELECTRICAL STU,. 15 TO BE CENTERED ON THE CASHDESK- TYPICALLY CENTERED CN THE STANDARD BEHIND THE BACKILRAP. (6 THUS) VERTICAL 1-1A1E5 SUSPEN510N WIRES SHALL BE OF 92 GAUGE SPACED AT 4' OC. ALO,G EACH MAN RUNNER SUSPENSION WIRES SPACED AT G-:EAMR THAN 4' QC. SHALL BE OF 90 G/"Y.=_ EACH VERTICAL WRE SHALL BE ATTACHED TO THE CEILING SUSPENSION YE'tBER WITH A MINIMUM OF THREE TURNS AND TO THE STRICTURE ABOVE WITH A CONNECTION CAPABLE OF CARRYING NOT LESS THAN A 100 POUND ALLOI:AB' = LOAD. PFRIMC . EK HANGERS AT ALL LOCATIONS THE TERMINAL ENDS OF EACH CROSS RUNNER OR MAN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A Maximum OF 8' FROM EACH WALL WITH 92 GAU'G= ORE- I ATER, FORCE BRACINC- HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR 92 CRTs WIR=_5 5ECU2=D TO THE MAIN RUNNER WITHIN 2' OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90' FRCM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE CJF THE CEILING. THESE HORIZONTAL F.STRANT POINTS SHALL BE PLACED IT OC. IN BOTH DIRCT.IONS WITH THE FIRST POINT WITHIN 4' FROM EACH WALL ATTACHMENT D< THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD LOCATION OF 5NB -UP - - 1 I I II 1/4'1 2' -0' I NOTE: ATTACH ONLY TO STRUCTURAL STEEL T1EMBERS - NOT TO ROOF DECK X41 CASHDESK END ELEVATION ELECTRICAL FETAL TUBING (EMT) ONLY: 517E (DIA, L TH (MAK_ 14,1 I/1• 4' -0' 1 3/4' 6' -6• 11/4• E -6• • NOTE: STRUTS, OTHER THAN EMT. MAY REQUIRE ENGINEERING CALCULATIONS. NO. 12 GAUGE VERTICLE W12 HANGER TURN CLG GRID LEVEL PRIOR TO SETTING TUBE SEE MAX F EIGHT SCHEDULE T/Bf 2 -3• DIAGONAL 12 GA WIRE BRACING TYP. IN PLANE OF RUNNERS, SECURE WIRES WIN 2' OF INTERSECTION SLOT END CA TUBE O FIT OVER CLG FURRING CHANNEL HAT CHANNEL Gm OF TU! SJ NOV 2 9 2001 AS IiO1ED i �HUC..0 M. CARLSON A1arlECiur'€ n.ATi'e`N10 i "ni BRUCE M. CARLSON, AIA NORTHWESTERN BUILDBJG 219 N. 2ND ST., SURE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338-6677 FAX (612) 33829.95 E- MAIL. crtoacmarchcom CONTACT' LISA M. HULNE/ S. MICHAEL WILL (773) 247 -3138 CONSULTANTS MEC14I ELECT. PLUMB CAMAY ASSOCFATE8 8200 NORMARDALE BLVD_ 4500 MNEEAPO06, MN 55437 -1075 HEAL MAKKLLA W52J 820 -1400 (952) 820 -2760 FAX SEAL ' / S HEREBY Walt THE PDR t OF THIS TECHNICAL SUBM:5570N BEARING MY SEAL AND SIG 25 WERE PRE ?ABED BY ME OR UNDER HY SUPERVISION AND R . ONSIBLE C!v.RGE 1 AM DULY GI OF ARCi'.ITE F AS T • WS OF THE ' - �TE OF ASH BR CAR SIG TORE DATE ISSUED REG. NO. Won Asonitist Consulhlg Engineers REGISTERt.- ARCHITECT 1 BRAE LL (N39AH STATE Of WEHINGTON 10/1:/01 5449 PERMASTEEUSA A 100 ?torah Avenue - Ent., CT. WW2 1R (860)2534/85 Fa.01t45863. -melt §t.,7er rasteaWaUSAwm SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES IA -120 AND IA -124 SHEET TITLE= MISCELLANEOUS DETAILS REVISIONS N0: DATE: PROJECT NO DRAWING DATE: DRAWN BY UCTI2 6 2001 CENTER A4.1 BY: RAZ SHEET 15 OF 13 FILE: 0: /CASUAL CORNER /01102 -18 DIVISION 01000 - GENERAL REQUIREMENTS 01000 GENERAL NOTES PART I- GENERAL A. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC INFORMATION MAY BE FOUND IN EITHER OR BOTH, B. BIDDING CONTRACTORS SHALL INCLUDE ALL LABOR, MATERIALS, SCAFFOLDING. CRANES, EQUIPMENT FASTENERS, ETC NECESSARY FOR COMPLETION AND EINAL COMPLETE TURNOVER OF AN OPERATIONAL RETAIL FACILITY. C. THE TENANT HAS INDICATED AN INTENTION TO USE AMERICAN INSTTUE OF ARCHITECTS DOCUMENT A- 201 -1991 EDITION 'GENERAL CONDITIONS CE THE CONTRACT FOR CONSTRUCTION' AS PART OF THE CONTRACT DOCUMENTS FOR THIS WORK D. ALL PERSONS MENDING r0 r^1aOVIDE GOODS OR SERVICES N CONNECTION E/THE WORK ARE ADVISED TO READ AND UNDERSTAND TIE APPLICABLE ADA DOCUMENTS PRIOR TO PRO.EDING. E. THE TENANT HAS AWARDED SEPARATE CONTRACTS FOR SOME CONSTRUCT WORK THAT WILL BE- CONDUCTED SIMULTANEOUSLY WITH UDRK UNDER INS CONTRACT GENERAL CONTRACTOR MIST COOPERATE WITH ALL OILER CONTRACTORS 50 THAT WORK UNDER THOSE CONTRACTS MAT BE CARRIED OJT SMOOTHLY, WITHOUT INTERFERING WIT -', OR DELAYING !DOR< UNDER THIS CONTRACT. F. PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL ARRAN A MEETING WITH LANDLORD'S CONSTRICTION RCMMES=NTATINE TO ENEU AND ESTABLISH ALL LANDLORD RQUIRE? ENTS. THIS INCLUDES, BIT IS NOT TO, THE FOLLOWING: ALL CONSTRUCTION, SCHEDULES- WORKMAN PARKING, DELIVERY AND STORAGE OF MATERIALS, SAFETY PROTECTION, TRASH I.10V,, SECURITY, AND DOCUMENTS REQUIRED FOR FINAL LANDLORD SIGN -0=5. GENERAL CONTRACTOR 15 TO NOTIFY TENANT'S CONSTRICTION MANAGER IMMEDIATELY ANT ITEM THAT MAT AFFECT THE DESIGN N., OF 7. DRAWN,. OR RESULT G. ANT ITEMS DIECTED BY LANDLORD, NSFECTORS, OR AN: OTHER AUTHORITY THAT AFFECTS THE DESIGN INTENT OF THE DRAWINGS, OR RESULTS N ADDITIONAL 00575 OR SCHEDULE DELAYS SHOAD NOT BE PERFORMED I NTL REGEIP' OF APPROVAL BY TENANT'S CONSTRUCTION MANAGER Al CHANGES 'MUST T, u 6:DIA ELY BE SUBMITTED N WRITING TO TEN'S CONSTRUCTION MANAGER FOR RENEW SUBMISSION SHALL INCLUDE A GENERAL DESCRIPTION ON THE WORK WOES ED, SIGNED B7 THE REQUESTING AUTHORITY. IN ADDITION, SUBT 74:57 •NCLUDE A COST BREAKDOWN AND THE IMPACT TO 7 CONSTRUCTIONS ;.EDULE. 01005 CONTRACTORS USE OF THE PREMISES PART)- GENERAL A. THE (.•ERAL CONTRACTOR AND ALL CONTRACTORS BIDDING ON TH15 PROF_CT SHALL VISIT THE JOB SITE TO FAMILIAR. THEY SELVES WITH ACTUAL JOB CONDITIONS AND TO CHECK FOR ANT INTERFE.. INN t BETEL =T T.ER _ORG. ANC THAT OF OTHER TRADES AND /OR APPAENT VIOLATIONS CF LOCAL, STATE, OR FEDERAL CODES, LAWS, ORDINANCES, AND WC-NI-APO. BE - FOR_ ENTERING INTO A CONTRACT WITH EITHER THE GENERAL CONTRACTOR AND /OR TENAN, I. ALL ITEMS SHALL BE INCLUDED N THE BASE BID TO A REVS tHE FINAL PROD, INDICATED IN DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOJWMG+ CONCRETE FLOOR PREP, FLOOR SLAB X- RAYING, DE•ISMG MALL &YES,^M BOAW EXTENT AND CONDITION, REQUIRED PE PROOFING, ELECTRICAL PANELS, ELECTRICAL, WATER, SEWER VENTS AND TELEPHONE CONDUITS, ANY LA\LORD REQUIRED FIRE PROTECTION SYSTEM OR TI_ INS TO BLDG MANAGEMENT 5,571"15, FIRE EXTINGUISHERS, AND STRUCTURAL REWIRE - E TS FOR TENANT'S EQIFMEN. 2. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND TENANT M WRITES BEFORE ENTERING INTO A CONTRACT URHI THE TENANT F ANY M :EVt'¢ OR VIOLATIONS APPEAR AND DEPARTURE FROM T.E DESIGN MT"NT OF T. DOCUMENTS 15 REQUIRED. 3. FAILURE TO PROVIDE ARCHITECT AND TENANT'S C 'FT.CTION TANA . WITH THE AFOREMENTIONED NOTIFICATION SHALL RESULT M THE CcT.ER IL CONTRACTOR BEING HELD RESPONSIBLE TO COMPLETE ALL WORK REWIRED D TO MEET THE DESIGN INTENT GF THE CONTRACT DOCUt'MITT'TS AT HISAER OI N COSTS WIT4 NO ADDITIONAL EXPENSES (EXTRAS) BEING N!CUR3ED BY THE TENANT- EXTRAS GILL NOT BE ALLOWED FOR JOB SITE CONDITIONS THAT WERE READ _T NSELE OR DETERMINED. B. LAYOUT OF WORK I. IMMEDIATELY AFTER DEMOLITION, GENERAL CONTRACTOR 9 TO ADVISE TENANT OF ANY DISCREPANCIES IN OVERALL WIDTH, LENGTH, AVAILABLE CEILING F._IG -175, Ex15TNCG COLUMN LOCATIONS, STOREFRONT, UTILITY LOCATIONS. ETC. 2. EXERCISE PROPER PRECAUTION TO VERr ALL E_XiSTNG CONDITIONS A. ND LAYOUT OF WORK CONTRACTOR 15 TO NOTE, TENANT OF ANY DISCREPANCIES IMMEDIATELY. 3. CONTRACTOR 9 RESPONSIBLE FOR ANY ERROR RES:U_TING F <OM FA'_I:C TO EXERCISE SUCH PRECAUTION SUCH ERROR OL L NO: 5E CONS.DE`D SUBSEQUENTLY AS A BASIS FOR EXTRA COMPENSATION 4. GENERAL CONTRACTOR 15 TO LAYOUT WOW AND BE NESPONGIBLE FOR ALL LINES, MEASUREMENTS CF TIE BUILDING, UUTILITIES, AV7 OTHER WORK EXECUTED UNDER THE CONTRACT. 5. SHOULD A CONTRACTOR FIND DISCREPANCIES IN. OR 0 PRO 1 THE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE BE IN DOE, AS TO TLIE!R MEANING, HE SHALL AT ONCE NOT,' THE A.NTECT AND T N1A`:T ENTA TANEWSLT. C. CODES AND STANDARDS I. ALL WORK, MATERIALS, AND INSTALLATION SHIT' L BE N STRICT d`. -O D ANCE WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES, LATEST ED'ION SEE TITLE SHEET FOR SPECIFIC EDITIONS. 2. DESIGN LOADS: LOADS AND CODE ESTRCTIONS FOR ALL DESIGN CONSIDERA- TIONS SHALL CONFORM TO THE LOCAL AND STATE CODES AND ALL GOVERNING CODES. D. CONTRACTORS USE OF THE PREMISE AND TRASH .110V, I. ALL SUB TRADES SHALL COORDINATE THEIR WORK tul, THE UIORK OF OTHERS OR WITH EXISTING CONDITIONS OCCURRRG ASO. OR BELOW THE LASED PREMISES AND SHALL MAKE CHANGES FROM TIME TO TIME AS FEWEST. TO ACCOMMODATE SUCH WORK OR CONDITIONS AT NO CHAR. TO TENANT_ 2, CONTRACTORS SIGNS OR SIGNS OF ANY KIND MAY NOT BE DISPLAYED ON BARRICADES_ 3. ALL T' DES SHALL CONFINE CONSTRICTION WK.< TO O THIN LEAS PIEENISES AS MUCH AS POSSIBLE AND SHALL WORK TN AN ORDER., TANNER REMOVING TRASH AND DEBRIS FROM PROJECT ON A DAILY BASIS MCLUDK TRASH AND DEBRIS GENERATED BY TENANT SUPPLIED AND /OR NSTA_ _ED ITEMS. AT NO TIME WILL PIPES, WIRES, BOARD, OR OILIER CONSTRISTN MATERIALS CRO55 PUBLIC AREAS UAE. HARM COULD BE -D T. PUBLIC. 4. MALL DOORS ARE NOT TO BE PROPPED OPEN BY CONGTR.OTON JOa'.CZ° AT ANY TIME- THERE WILL BE NO STORAGE OF MATER, OR RI15515H IN CORRIDORS OR OTHER LANDLORD AREAS AT ANY TIME. F DEBRIS :5 POUNCE IN THIS AREA, 'T WILL BE REMOVED AT THEE F OF THE CONTRAST THAT '5 RESPONSIBLE. 6. ALL SIB TRADES SHALL COORDINATE .110V, OF DEBRIS AND GARBAGE GENERATED BY THEIR TRADES WITH T. GC_ RO6 CUTTING AND PATCHING OUTING AND PATCHING FOR ALL ROOF OF =D:11.5 SHALL PERREORM T LANDLORDS ROOFING CONTRACTOR F SO REQUIRED BY THE LANDLOR.C, ENGAGED BY TENANTS GENERAL CONTRACTOR 2. THE LANDLORDS ROOFING CONTRACTOR WILL, AT SJBTRADES WRITTEN W -QUEST AND COST, PROVIDE THE OPENINGS, ANCHORING DEVISES, ORES, P_ASLI NGS, PATCHING, ETC - AS REQUIRED FOR TENANTS EQUIPMENT SO AS TO MAINTAIN THE INTEGRITY AND GUARANTEE OF THE ROOF. ALL SUBTRADES SHALL NCLUDE THE COST OF SUCH OPENINGS, ETC. N THEIR PRJPOSA_S TG TO THE GENERAL CONTRACTOR DURING BIDDING. S./TRADES SHALL COORDINATE WITH THE LANDLORD AND /OR ROOFING CONTRACTOR AND ALSO REIMBURSE HIM FOR SAME. 3. ROOF REPAIRS OR PENETRATIONS WOWED BY REMOVAL OR WLOC -ATION OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT (GUTTING R' ROOF AND DECK MATERIAL AND /OR REPAIR O THE SAME) SHALL H_= COORDINATED WITH THE LANDLORD'S REFIEESENTAT!. F. DELIVERIES I. GENERAL CONTRACTOR ' RESPONSIBLE FOR UNLOADING AL TENANT PROVIDED ITEMS AT THE JOB SITE. SEE TITLE SHEET. 'GENERAL NOES, FOR ADDITIONAL NOTES PROCEDURES, AND RESPONSIBILITIES, 2. THE GENERAL CONTRACTOR 15 ESPONSIBLE TO COORDINATE_ ACCEPTABLE HOURS FOR DELIVERY AND LOCATION 0= DELIVER, OF BOIL DING PRODUCTS AND TENANTS ITEMS WITH LANDLORD'S EPRESENTATI.. 01041 PROJECT COORDINATION. PART I - GENERAL A ALL PROJECT COORDINATION SPA-- BE THROUGH TENANTS CONSTRUCTION MANAGER AS LISTED ON TITLE SHEET. B. COMPLN' WITH CONSTRUCTION HANAGERS PROCEDURES FOR NTRA- PROJECT COMML NICATIONSt SUBMITTALS, REPORTS AND RECORDS, SCHEDULES, COORDIN- ATION DRAUANGS, FEGOMMENDATIONSS AND RESOLUTION OF AMBIGUITIES AND CONFLICTS. INCLUDING WOOF-576 MR SUBSTITUTICINS MID CHANGE ORDERS. 01200 PRICE, PAYMENT, AND CONTRACT PART : - GENERAL 4. BIDDING CONTRACTORS SHALL PE °ARE A BID, WHICH SHALL BE SUBMITTED N ACCORDANCE uANSTRUCTIONS TO BIDDERS CONTAINED WITHM BID DOCUMENT PACKAGE PROVIDED. B. PAYMENT SC-EDUCE FOR PROJECT WILL BE ON A MIONTHLT SUBMITTAL OF AIA DOOMS W *G102 AD • G103 •APPLICATION AND CERTIFICATE FOR PAYMENT' UNLESS OTHERWISE REQESED BY TENANT. G CONTRACT SHALL BE AIA DOQJ •A- 201 -1.7 'STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR'. 01400 QUALITY /GLARANTEE PART) - GENERAL • A. ALL WOW. SHALL BE EDECL'TT BY TRADESMEN AND MECHANICS QUALIFIED, THROUGH EXPERIENCE, M THEIR RESPECTIVE TRADES. SAID CONTRACTORS SHALL REMOVE AND REPLACE WITHOUT DELAY ANY WORK CONTRARY TO .y CONTRACT DOWMEN,S WAEN SPECFICALLY DIRECTED. GENERAL CONTRACTOR AND /OR SUB CONTRACTOR SHALL GUARANTEE HIS LORC:`1ANSHIP AND MATERIALS FOR PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE TENANT. 01426 PROCEDURES PART : - GENERAL A. ALL ITEMS SHALL BE INSTALL ED USING STANDARD PROFESSIONAL PRACTICES USING FASTENERS. ADHESIVES AND METHODS REQUIRED BY MANUFACTURER AND INDUSTRY MAMA.. 01510 TEMPORARY UTILITIES PART 1 - Erb A ...RAC CONTRACTOR TO VERIFY PROVISIONS FOR TEMPORARY UTILITIES INCLUDING ELECTRICITY LIGHTING, HEAT, NrNTILATION TELEPHONE SERVICE, WATER AND SANITARY FACILITIES. G.C. TO INCLUDE A FULL TIME: FIJOE AND FAX ON SSE CAPABLE OF INCOMING CALLS DURING ENTIRE CONSTRUCTION PERIOD 01542 CRANES AND 1-10IST5 PART I - GENERAL A GENERAL CONTRACTOR AND /OR SUB-CONTRACTOR ARE RESPONSIBLE AND SHALL NCLUDE M THEIR BIDS ALL NECESSARY EFIPMETIT INCLUDING CRANES, HOISTS, SCAFFOLDING, PLATFORMS, ETC. REQUIRED FOR ERECTION OF BUILDING COMPONENTS AND EQUIPMENT A5 LOCATED ON PLANS- CONTRACTOR:SNALL PAY ALL RELAED FEES, PERMITS, ETC. PROTECTION O THE PUBLIC AND EXISTING IN-PLACE WORK IS THE RESPOW.ILITY CF THE GIBERAtL CONTRACTOR 01100 CLEANING / ADJUSTING / MAINTENANCE / WARRANTIES PART I - GENERAL A FINAL CLEANING L REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRICTION DEBRIS FROM SITE 2. riENERAL CONTRACTOR TO PROVIDE A PIONN_ CLEANING SERVICE TO EXECUTE FINAL CLEANING PRIOR TO TURN- OVER SEE TITLE SHEET, 'GENERAL NOES, FOR ADDITIONAL INFORMATION B. ADJUSTING I. ADJUST OPERATING PRODUCTS AND EOUIPM.T 70. E•511(E SMOOTH AND UNHNDE1ED OPERATIC.1. C. OPERATION AND MAINTENANCE DATA L SUBMIT DATA BOMD N 8- 1/1x11 NCH TECTPACES, THREE D SIDE RING BINDER WITH DURABLE PLASTIC COVERS... 2- PREPARE BIRDER COVER WITH ERN'Tm TITLE 'OPERATION AND MAINTENANCE iN5Tf2I'TIONS', WTHI TITLE OF PROJEOT, LOCATION AND DATE, AND SUBMIT TO TENANTS CONSTRICTION MANAGER D. WAR3AN'TE5 AND BOAS L EXECUTE AID AS5B'BLE TRANJ'SERABLE WARRANTY DOOI'ENT6 FROM SUBCONTRACTORS, SUPPLIERS, AD NANFACIUREW DIVISION 02000 - SITE WORK 02060 BUILDING DEMOLITION PART I - GENERAL A SELECTIVE DEMOLITION L THIS SECTION 15 INCLUDED FOR (c - 7ERAL REFERENCE OF WORK TO BE IE!•V W BY THE GENERAL CONTRACTOR 2. CONSULT DEMOLITION PLANS INCLUDED: WITH PROF-CT DOCUMENTS FOR ADDITIONAL NOTES AND SITE SPECIFIC ITETT5. 3- DEMOLITION NCLUDES REMOVAL CF THE E7CISTBYG NTEREORS, F REQUIRED, HUT NOT LIMITED TO INTERIOR PARTITIONS CABINE75, SUSPENDED CEILING TILE,`. ELECTRICAL, MECHANICAL, ETC- AS REQUIRED, AS SHOW OR AS DIRECTED. 4. ALL ITEMS I DICATCTJ OR REOJIRED TO BE DEMOLISHED OR REMIOVED TO LEGALLY DU O? J. OF M COORRDNATION AND COMPLIANCE WITH ALL LANDLORD FROCED'I.S AND REGULATORS 5. ALL ITEMS INDICATED TO BE RELOCATED OR REINSTALLED TO BE CLEANED, SERVICED AND PREPARED FOR PROPER IE -USE. ANY ITEMS STORED DURING CONS T RUCTION ARE TO H_E PROTECTED TO AVOID DAMAGE OR THEFT. 6. ALL ITEMS INDICATED AS EXISTING TO REMAIN , 54-14_1. BE CLEANED; SERVICED AND PREPARED FOR PROPER CONTINUED RE-USE. PROTECT ALL ITEMS SUFIICIENTLY DURING CONSTRTPON TO PREVENT DAMAGE OR THEFT. 1. COOPERATE AND COORDINATE WITH LAND LORD, THE TENANTS OF THE ADJACENT SPACES AND THE TENANT, IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. 8 SEE MECHANICAL AND ELECTRICAL PLANS FOR SFECFIC DEMOLITION ITEMS WIDER THOSE TRADES. PART 2 - PREPARATION : EXECUTION A ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM DEMOLITION WORK AND INSTALL T A.RY PROTECTED MEANS OF EGRESS FROM REQUIRED EXITS. INCLUDE TEMPORARY LIGHTING AND SAFETY DEVICES, ALL IN ACCORDANCE WITH GOVERNING STATE AND LOS CODES AND LAND- LORD REQUIREMENTS, B THE CONTRACTOR SHALL REMOVE, REPAIR RESTORE, AND IEPLACE IU4ERE ANY SUCH WORK IS NECESSARY OR AS INDICATE. ON THE DRAWINGS. CUT ALL NECESSARY OPENINGS, AND PATCH/REPAIR/SEAL SAME TO DEGREE NECESSARY TO SATISFY ALL REQUIREMENTS. INSOFAR AS POSSIBLE, ALL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED. UNLESS SPECIFICALLY NOTED OTHERIISE. ANY PARTS WHICH ARE SPLIT, CRACKED, CHIPPED, SPALLED. BROKEN, MISSING, OR 01. OF LINE OR ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT, TORN OR OTHERWISE DEFICIENT OR IN RED N ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED OR REPAIRED. LANDLORD'S REPRESENTATIVE, AROHIECT, AND TENANT'S CONSTRUCTION MANAGER MUST BE NOTFIED WMMEDIAELY OF ANT STRUCTURAL OR SAFETY DEFECTS, AND ONLY THE TENANT'S CONSTRUCTION MANAGER F THE DEFECT., ORE LIMITED TO COSMETIC FINISHES. C. EXERCISE EX •cc CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ANT UTILITY OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OT.R MALL SPACES OR TENANTS, GENERAL CONTRACTOR WILL BEAR SOLE RESFONSIBIL'.TY OF ANY 51.C, DISRUPTION OR DAMAGE. D. ALL ABANDONED ELECTRICAL AND TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES. AND ALL MECHANICAL ITEMS SHALL BE CAPPED AT SOURCE AND REMOVED IN A MANNER TO MEET ALL LANDLORD AND CODE REQUIREMENTS, UNLESS DIRECTED OTHERWISE E. GENERAL CONTRACTOR RESPONSIBILITIES GENERAL CONTRACTOR 19 TO NOTIFY TENANT IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN GENERAL CONTRACTOR 5 TO PAY SPECIAL ATTENTION TO AVAILABLE MEANT FOR INTENDED CEILNGG ELEVATION, MECHANICAL DUCTWORK AND RECE55ED LIGHTING. 2. GENERAL CONTRACTOR IS TO ERECT CONSTRUCTION BARRICADES AND DEBRIS/DUST SCREENS PER LANDLORD'S SPECFICATIONS. CONTACT LANDLORD'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF ALL DEMOLITION WORK 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PATCHING, REPAIRING AND LEVELING OF THE EXISTING FLOOR SLAB. REPAIR OF DEMISING. WALLS AND ROOF DECK AFTER COMPLETION CF ALL DEMOLITION AND PRIOR TO THE COMMENCEMENT OF NEW CONSTRICTION COORDINATE WITH LANDLORD RESPONSIBILITY IN PERr,RMING ANT AND ALL ROOF WORK DIVISION 03000 - CONCRETE 03300 CAST -IN -PLACE CONCRETE PART 1- GENERAL A PROVIDE AND INSTALL CONCRETE AS INDICATED ON THE DRAWINGS. B. CONCRETE .R. SHALL CONFORM TO THE LATEST EDITION OF 'AMERICAN CONCRETE INSTITUTE CODES AND STANDARDS INCLUDING ACI 301, ACT 315, AND ACI 318. • C: CONCRETE STRENGTHS ARE AS FOLLOWS: r1 355 I 3000 PSI INTERIOR SLABS (OR TMIK REQUIRED PER LANDLORD SPECIFICATIONS) D. REINFORCEMENT (PER LANDLORD REQUIREMENTS) E. BONDING AGENT (F REQUIRED) 1.'50,101E0ND EPDXY CONCRETE BONDING AGENT OR EQUAL a. MANFACTUIER CHEMTREK INC. 899 VALLEY PARK DRIVE SPAKOPEE,MTNNESOTA 5 5319-185 4 2. APPLY ACCORDING- TO MAdFACTLIRERS WIRITTEN PLERUGTIONS. 3, AST, C881 F. VAPOR BARRER I. SLAB ON GRADES TO RECEIVE 6 ML. CLEAR OR BLACK POLYETHYLENE FILM WITH MNIMAIM CF 12' OVERLAP. TAPE ALL SEAMS G. SOIL PEST CONTROL AS MAT BE REQUIRED BY THE LANDLORD. PART 2 - PREPARATION / EXECUTION A. CONCRETE CONTRACTOR SHALL 49911ME FULL RESPONSIBILITY FOR STRENGTH, CONSISTENCY PROPORTIONS AND HANDLING OF CONCRETE. B. VERIFY THAT COMPACTED GRANULAR BASE 15 M PLACE AND READY TO SUPPORT PAVING AND IMPOSED LOADS. C. VERIFY GRADIENT AND ELEVATIONS OF BASE ARE CORRECT. THICKNESS AND REINFORCING AS 5NOU N ON DRAWINGS, D. IMMEDIATELY AFTER PLACEtENT, PROTECT COND E. FROM MECHANICAL DAMAGE E. DEPOSIT CONCRETE WITHIN ANY CNE SECTION CONTINUOUSLY SO THAT NO CONCRETE . WILL BE PLACED ON OLDER CONCRETE INCH HAS SET SUFFICIENTLY TO E6ULt N SE411"5 AND PLANES OF WIEAWESS WITFNN SECTION F. PLACE a APR FOR F7ULL THICKNESS N ONE OPERATION, WITHOUT CHANGES M PROPERTIES SCR.D TO PROPER ELEVATION FLOAT AND LIGHTLY TROWEL. UNLESS OTHERWISE SPECFIED, LLNEN CON:_I¢IE HAS SET SUFFICIENTLY TO RING UNDER TRW._ GIVE SLAB SECOND TROWtiLNG TO PRODUCE SMOOTH, DENSE SURFAC. .. DUSTING OF SURFACES WITH CEMENT IS PROHIBITED. G. COMPACT SUB GRADE FOR SLABS ON GRADE TO 95, OPTIM8T7 DENSITY. PROVIDE MIN- 6' COMPACTED CRISPED GRAVEL SUB -BASE AT ALL AREAS TO RECEIVE NEW CONCRETE H. EMIGRES a- GIVE TYPICAL INTER /OR FLOOR SLABS A STEEL TROWEL FINISH WITH CLASS A TOLERANCE (TR. PLANES WITHIN 1/8 N 10 FT. AS DETERMINED BY A 10 FOOT STRAIGHTS -DE PI A•E'D ANYWHERE ON SLAB IN ANY DIRECTION). I. PROVIDE SAW CUT CONTROL JOINTS VW WIDTH x I DEEP AT MAXIMUM 400 SQUARE FOOT AREA J. APPLY BONDINGG AGENT (AS SPECIFIED, TO ADJACENT OWL, Ett SURFACES IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE. K EXPANSION JOINT MATERIAL: 12• PRE MOLDED ASPHALT IMPREGNATED FIBERBOARD, SAME DEPTH AS CONCRETE, 03132 CONCRETE REPAIR PART I - GENERAL A THE EXTENT CF CONCRETE REPAIR WORK IN.LUDES REMAINING FLOOR AREAS AFTER DEMOLITION PROVIDING A LEVEL FLOOR THR OGNOUT TO REC EIVE FUTURE FINISHES. B. COMPLY WITH MANUFACTURERS WCOB'EN'DATIONS FOR NSTA_LATION OF ITEMS AND FNIS. BY OTTER TRADES, NCLUDLNG THOS- STEMS AND FINISHES FROND© AND /OR NSTAI I FD BY TBNAYT. C: FLOOR LEVELER CONCRETE TO BE INSTALLED AT LOW AREAS, HOLES AND DEPRESSIONS- PATCH CRACKS AND BROKEN CONCRETE WITH FLOOR PATCH TROWELED SMOOTH N ACCORDANCE WTH MANFACIUER'S INSTRUCTIONS AND LANDLORD SPECIRCATI S iADEFEAY,EMT COMPOUND TO BE FREE FLOWING, SELF - LEVELING, PLMPABLE, AND . NT -BASED FOR APPLICATIONS FROM ONE NCH THICK TO FEAT) E EED EDGES. PART 2 - PREPARATION / EXECUTION A. CONCRETE REPAIR DO NOT PROCEED WITH WORK 0011_ Yi5!TMC: TLy 511E. AND DET_RMNNG CONDITIONS TO DECIDE METHODS OF REPAIR COORDINATE WITH TENANT'S CONSTRSCTION MtANAGER 2. REMOVE AND D'-D: fE OF EXISTING ROOK FINISHES LLIEE INDICATED ON DEMOLITION PEAK 3. THOR,G-1LY CLEAN FLOOR SLAB REMOV,G CONDITIONS T.IAT WILL AF: - CT BONLD INCLUDING RESIDUE FROM REMOVAL OF ADHESIVES, IADERLATMENTS, STATUS, OILS, ETC. 4. REMOVE HIGH FLOOR LEVELS AND LOOSE COI.UGRETE 5. ROUGH N CONCRETE IN AREAS W-ERE PATCHING 15 .QUIRE D, SUCH AS DI CRACKED, SPALLED, OR HOLES E TO REMOVAL OF EXISTING WORK. 6. GRAD HIGH SPOTS, T. AT LOCATIONS OF CONSTRUCTION JON. M EXISTING SLAP., CONTINUE JOINTS THROUGH NEW FLOOR N LEVEL AREA SAW CUT JOINT OR PLACE_ 1/I6' WIDE METAL BARN THE JOINT LOCATION CONCIDE7T WITH ECISTING. 8. TRENCH ONLY AT SLAB ON GRADE- VERIFY AND CW APPROVAL OF TRENCH OR CORE LOCATIONS WITH THE LANDLORDS REPIESENTATIV= AND MALL STRUCTURE PRIOR TO COMPLETING ANY WORC CORES TO BE 5F-ALED WATERPROOF. SW SECT. 01200 'TABULATION AND WATERPROOFING' FOR ADDITIONAL WATERPROOFING INFORMATION. 9, CLEAN AREAS REMOVING ALL WASTE MAERAL, BROOM CLEAN DIVISION 04000 - MASONRY I. NO WORK UNDER THIS SECTION DIVISION 0$000 - METALS 05120 STRUCTURAL STEEL PART 1- GENERAL A. PROVIDE ALL LABOR MATERIAL AND EQUIPMENT NECESSARY FOR COMPLETE INSTALLATION OF STEEL FRAMING AND SPORT MEMBER, ANGLES, PLATES, ANCHOR BOLTS REQUIRED FOR THE CONNECTION SETTING AAD BEARING OF COMPLETE STRICTURE AS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN H. THE STRUCTURE IS DESIGN. TO BE SELF- SUPPORTUG AND STABLE AFTER THE PROJECT 15 FULLY COMPLETED. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS AND ADEQUACY CF TEMPORARY SUPPORT DURING ERECTION THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY BRACING, GUY OR TIE DOUNB MIa'4T BE NECESSARY. SUCH MATERIAL IS NOT SHOWN ON DRAWN.. IF APPLIED, THEY SHALL BE REMOVED AS CONDITIONS PERMIT AND SHALL REMAIN CONTRACTOR'S PROPERTY. C. PROVIDE OPENINGS AND SPECIAL FRAMING REQUIRED BT OTHER TRADES. MECHANICAL FRAMING LOADS, OPENINGS, AND STRUCTURE RELATED TO MECHANICAL REQUIREMENTS ARE SHCU.N FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN IIRITTEN SIGN -OFF FROM MECHANICAL Alm OTHER TRADES FOR SPECIFIC REQUIREMENTS BEFORE PROCEEDING WITH SUCH UJORK. ARCHITECT'S OR ENGINEER'S APPROVAL OF ERECTION AND SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM THIS RESPONSIBILITY. D. VERB THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO FABRICATION OF STEEL FRAMING MEMBERS. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS TO ARCHITECT INDICATING SHOP AND ERECTION DETAILS, INCLUDING CUTS, CONNECTIONS, HOLES, THREADED FASTENERS AND .LDS. F, WELDING PROICEDURES, WELDERS, 4.ELDNG OPERATIONS AND TALKERS SHALL BE QUALIFIED N ACCORDANCE WITH AWS -01.1- 'STRUCTURAL WELDING CODE: G. FABRICATOR SHALL BE A MEMBER OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION. FABRICATE STRUCTURAL STEEL IN ACCORDANCE WITH AI. 'SPECIFICATIONS FOR .51GN, FABRICATION AND ERECTION OF STR.JCTURAL STEEL FOR BUILDINGS' AND 'CODE OF STANDARD PRACTICE'. I. UNLESS OTHERWISE SHOIIN, FABRICATOR SHALL DESGN / DETAIL CONNECTIONS M CONFORMANCE WITH AISC STANDARD FOR FORCES AND MOMENTS SHOW 2. WHERE FASTENING SPACINGS OR SIZES ARE NOT SHOWN, CONTRACTOR SHALL USE SPACINGS AND 5.5 OF BOLTS, SCREWS .LDS, ETC, WHICH WILL DEVELOP THE FULL STRENGTH OF THE MEMBERS BEING- FASTENED. THUS FAILURE DUE TO OVER - STRESSING MUST OCCUR IN THE MEMBERS BEFORE OC ORRNG IN THE FASTENINGS, PART 2 - PREPARATION / EXECUTION A PREASSEMBLE ITEMS IN SHOP TO GREATEST POSSIBLE EXTENT TO MNIM1= FIELD SPLICING AND ASSEMBLY. DISASSEMBLE OUTS ONLY AS NNECE55A. FOR SHIPPING AND HANDLING LIMITATIONS. CLEARLY MARK UNITS FOR RE- ASSEMBLY AND COORDINATE INSTALLATION. B. SHOP CONNECTIONS SHALL BE WELDED C. FIELD CONNECTIONS: HIGH STRENGTH FASTENERS SHALL BE USED FOR BOLTED CONNECTIONS. STRUCTURAL STEEL FY 36 K91 STEEL, AS, A36. 2. STRUCTURAL STEEL TUBING: FY 46 .1 COLD- FORMED TUBING EXCEPT ROUND, ASTM .00 -68, GRADE B. 3. STEEL PIPE: AS, 453, GRADE B. 4. NNCNOR BOLT: CONFORM TO ASTM A307. 5. WELDING ELECTRODES: ASTMI A233, E -10 OR BETTER 6. HIGH STRENGTH THREADED FASTENERS: ASTM A325 OR A -490. 1. SHOP PAINT PRIMER: STANDARD PRIMER a. SS. PAINT IS o. TNEMEC 1009 GRAY METAL PRIMER c. MARTIN- SENOVR C0. RED OXIDE ZING CHROMATE PRIMER d- PRATT AND LAMBERT NOXIDE .1, ONE DAT PRIMER -GRAY. D. STEEL SHALL BE OLEAN AND FREE FROM CIL, DIRT, LOOSE MILL SCALE AND ANY OTHER SUBSTANCE THAT WOULD IMPAIR WELDING, PERFORMANCE OF FRICTION -TYPE BOLTED. 05400 METAL FRAMING LIGHT GAUGE (COLD- FORMED) METAL FRAMING PART I- GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL PARTITIONS AND CEILING SUSPENSION COMPONENTS. I. SYSTEM TO INCLUDE ALL TOP AND BOTTOM RUNNEL, BRACES, CLIP ANGLES, ACCE550RIE5, FASTENERS, ETC. FOR EACH TYPE OF FRAMING AS SHOWN ON DRAWINGS. a.NSTALL METAL FRAMING 51 IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMEND OHS. 5. QUALITY ASSURANCE - DESIGN AND ANALYSIS OF STRUCTURAL PROPERTIES SHALL COMPLY WITH AIE 'SFECFICATION FOR THE DESIGN OF COLD - FORMED STRUCTURAL STEEL MEMBERS' C. MATERIALS: L LLB G AI N AD LIGHTER COMPONENTS: FABRICATE COMPONENTS OF COMMERCIAL QUALITY STEEL GHEE - T, ASTM A446 FOR GALVANIZED FINISH WITH A MINIMUM YIELD PONY OF 33,090 PS!. 2.16 GAGE AND HEAVER COMPONENTS: FABRICATE COMPONENTS OF STRUCTURAL QUALITY STEEL SHEET AST, A446 FOR GALVANIZED FINISH WITH A MINIM, YIELD POINT O 50009 PS!. 3. METAL STUDS: AI51 'C' TYPE STRUCTURAL 5T1O5 51ZE5, GAUGES AND SPACINGS SHOWN OR REQUIRED .F NOT SHOWN WITH 1 -5/8• TAMS, MINIMUM FLANGE WOTNN, 12• (!3M611 MINIMUM BURNS AND PRE - PUNCHED HOLE-5 FOR UTIL!T, Its T ALLATION a. 18 -22 GAF, (005' / LRAM - 023' / 037/11 ASTM A446/A446M GRADE AN MINI , YIELD STRESS OF 33 .1 X228 TIP, c. 12 -+6 GAY.E (017'2.1,71 - 026'/1 1 ASTM A446/4,446M GRADE A. MINIMUM YIELD ST.. OF 40 KS! ( MPAI. TRACK ASTM 4.44,4.446M GRADE d= Min., TI'_L D STRESS OF 33 KSI (228 MPA)t FOR STZ -EL: GNANNCL 5!-!d( J= TOP 5 , A ME "M OTH AND GAUGE AS ADJACENT STUDS- EXC-: I ION: AND BOTTOM( TRACK (RN WRSI REQUIRING OE MET PANELS SHALL BE MINIMUM 14 GAINER (028 '/L9`tMU. 5- FASTENINGS: D. MANUFACTURERS: MANUFACTURER'S IECO7MENDED SELF - DRILLING, SELF- TAPPING SCREWS, BOLTS, NUTS AND WIASHERS. NON- CORROSIVE. , ANCHORAGE DENGES. POWER A.,11AED FASTENERS, DRILLED EXPANSION BOLTS, OR SCREWS WITH SLEEVES. c WELDNO-. COMPLY WITH AILS DI.I 'STR.CTURAL WELDING CODE'- MILCOR / DIVISION OF INRYCO, T.O. BY P- OSTWICK STEEL FRAYUiNG, THE CECO CORP, ALLIED STRUCTURAL IND'JSTRESG DETRCH INDUSTRIES OR EQUAL. PART 2 - PREPARATION /EXECUTION A ATTACH AND JON INDICAED COMPONENTS BY WELDING. AT TACH AND JOIN OTHER COMPONENTS BY WELDING-. BOLTING, OR GREW FASTENERS. AS STAND- ARD WITH THE MANUFACTURER W'IE TYING OF FRAM ,'TUG COMPONENTS IS NOT PERMITTED. B. GUT PRIMING TO FIT . IARELY AGAINST AE,TTINC MEMBERS HOLD MEMBERS SECURELY IN POSITION L NTIL F OPERLT FASTENED. C. SAW CUT FIELD FRAMING. IF REQUIRED. D. CQ)RDNAE METAL FRAMING POSITIONING WITH TRADES FURNISHING ITEMS WHICH ATTACH TO .1LT -IN MEMBERS. E. INSTALL CONTI.OUS RAWER TRACKS SIZED TO MATCH STUDS. , GN TRACKS ACCURATELY TO THE LAYOUT AT BASE AND TOPS GE STUDS. SECURE TRACKS A5 RECOMMENDED 57 THE SnD MANNFA.TURER FOR THE TYPE OF CONSTRUCTION NDICAED. DO NOT EXCEED 24' OC- SPACING- FOR POWER DRIVEN! FASTENERS, NOR lb' ON CENTER FOR OTHER TYPES OF ANCHORAGE. PROVIDE FASTENERS AT CORNERS AND ENDS OF RTNNER TRACK. F. SET STUDS PLUMB, SPACED AS INDICATED, iWEtN NOT INDICAED, AT MAXIMUM 24' ON CENTER ALIGN AND SEGUE STUDS TO TOP AND BOTTOM RUNNER "RACKS BY EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES I. CONSTRUCT CORNERS USRG MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENINGS. INSTALL JACK STUDS ABOVE AND BELOW OPENINGS, SPACED TO MATCH WALL STUD SPACING. 2. INSTALL SUPPLEMENTARY FRAMING. BLOCKING, AND BRACING IN METAL FRAMING SYSTEMS TO SUPPORT GRAB BARS, FxNRES EQIP. CASEWORK, HARDWARE, TRIM, AND SIMILAR WORK REQUIRING ATTACHMENT TO WALL FRAMING. 3. PROVIDE ONE PIECE FULL LENGTH STUDS. SPLICING IS NOT PERMITTED. G. 'ELIE' STUDS / RECESSED STANDARDS REFER TO SECTION 11106 - 'MERCHADISNG 4 DISPLAY EQUIPMENT' FOR OWNER SUPPLIED 'ELITE' STUDS STRICTLY ADHERE TO TO MANUFACTURES INSTALLATION INSTRUCTIONS CITY' CIF TUBA APPROVED NOV 29 2911 RS 1TED tJlLO!NG DM,ION bc:t- sa C5r1ul,c M. CARLSON ARMIECII_!PE FLAMAJG BRUCE M. CARLSON. AlA BERN BUILDING 219 N. 2ND ST, SUITE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338 -6677 FAX (612) 338-2995 E - MAIL: ado.cmardtcom CONTACT- USA M. HULNE/ S. MICHAEL WUL (773) 247 -3138 CONSULTANTS MAEOH/ ELECT. MLA . DVNMAAI ASSOCIATES 8200 N ORIJADDALE BLVD_ 4500 MNUEAPOLIS 1.94 55437 -7075 NEAL. MAAIX(AA (955820 -1400 (952) 820 -D80 FAX SEAL I HEREBY CERTIFY THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. i A .A DU REGISTERED ARCHITECT UIeER LAWS OF THE TATE 0 A UTO BR REG. N0. Asstolaks Consulting u s / IR61STTtCi I A11cNriECT I DATE ISSUED 0R LAF 4. GW.SOei STATEIlF WASHINGTON 10 /1 + /0 5.49 PERMASTEELISA IN ?Men4 Menus -ENYA CT. MB? ?N(0 741a5 F6186:07488034 SOUTHCENTER MALL 633 SOUTHOENTER MALL TUKWILA, WASHINGTON 98188 SPACES 1kA -120 AND 1*A -124 SHEET TITLE SPECIFICATION SHEET REVISIONS NO: DATE: PROJECT NO'. DRAWING DATE: DRAWN BY: A5.0 BY: Cn4 OFTUI WI A OCT 2 6 2601 FENYGrt C9NMEfy 0 -B 10104/01 RA2 SHEET 18 OF 18 FILE: 0: /CASUAL CORNER /01102 -18 05800 EXPANSION Y E1 XPAANSSiION JOINT GOVERS PART - Came A. Sanisimary Provide all labor, materiels, mailman sod aerwoes , sad perform aII operations regaircdfor complete maaRrlOn aft/maim Control sod 2daeed weak s induced on the drawings and verified basin. Ufa QsMtyAmmaL'e 1. Mameb and wor}abal awl= to /be Wen eddi a of � oe apenaim 'ramified ed bacffi and to a➢ applicable cods and lalaaemenb otloa s l mithc idbavmgp coon 2. lire Performance Clemeterisdas - Where ineload, provide a: pardon joint cover ememblis 'deeded tothose ofaseoblliea whose fire redaanf_.Iebs been detambredperMGM 2079 including bow sae= tatatfo4aaled period by Undawritm Laboratories, loo. a, rim Baling -Not lerthan the rating of adjacent omW m 3. Cycling - Joint Cams mid Bre banim to be cyclal in madame milit ASIM-E 1399 pdar to toning. 4. LoadingCbsee0edstics Samba floor covers *mkt bededgoainawisaoda max. whiled of500ma. without damage ape®anent &a me a. Hony-duty covers Amid wltbsaoda point bad of 2,000IDa. 5. Simla-Source Revocability - Obtain apandmjomt cover aaeemidas from aoe some front. amgle maaafi toner. C. I 1. Product Dab - Submit copies of mamdaLturds Wart published head= formmeraLspe ifedhamfor approve sad obtain before minedds are ibbinted and ddivaedmtlasite. Dais to (body indicate movement a@datyofinemmemblrs and a yofmnt idmedmeommor UVeaporme, 2. Cadfiomt- MUaLl test reports ftsn qualified iodeQmdet 'sting laboratory i gandimaplatmgtat molts relative to compliance offaeded axplmsimjontee®hts wi rega mend hsirated. Ile. Preihnsb Blemsfectoren A Expanom joint commambha mocifiLdherein midmdcaed on the &swings dull be mmdsamedby Cameo Spam%Br, P.O - Boa 380, lim1'y, PA. OS Casgodim 9peeaCia, Ltd.lifindemop, 0amo a' other mustEmemaa with prier mimeo approval. iL Faheintlaa PmvidoetpmdonpmtcoveraaemNESofdeago, briepro ®e,materials,andopmnmAxdawted. Salem ones comparable to those belated or required to accommodate joint size, variations in mlievent sarboes, sal amaad movement Furnish aaaia began psedabb lam* tom®mimberof end johns. Provide imbibe m atede® era whereja ®ttthaaps&atios°fdaaetber aatdals. laiinde donne toxemia' arnit m itim piece", tee- jahra, comer, corba, oms- cotmctime, and tltheralatanlda s regt$edbpawideaad>mas joint coma armblrs. • 1. Meth Cever Assembles Provide caltina =earoded Anthem frame =imbrue d' writable gab to realm free Babies coverplaaof design indicated. Punish cases* thermoplastic frame seal freaking/mee. ridgawirigid edges far positive Weisman to frame sod tlaerplate, . Saab*, ham Bubb axe with 'bore badness of65A. Moline& Twiollne morels doll be capable of +a- 25% movement ofjnintwidthwithatgag coming between sal and coverarmbly. Sala to bempJsovae without lamnlofaeseaplem and tab" m one offour aboard agars miler othawbe*milled. An Womb= caefoaAi&amameva sem Armee &dab, ensued al mmmtobemtllfaifh. THE GENERAL CONTRACTOR 15 TO PROVIDE AND INSTALL THE FOLLO.UNG EXPANSION JOINT COVERS: A THE G5 GROUP: EXPANSION JONi SYSTEMS 5M 2 SURACE ALLMNI.1 : WALL COVER COVER 15 TO BE PANTED , IN THE FIELD- REFER TC DETAILS ON 5-1. AU- (EXACT WIDTH OF EXPANSION JOINT 15 TO Pc VERIFIED N'-E THE C/5 GROUP: EXPANSION JOINT SYSTEMS °C -2 FLOOR COAXER P_AE. FINISH IS TO BE STAINLESS STEEL. COVER 15 TO BE PAINTED °: N THE FIELD. 3.,mEN TO DETAILS CN SHEET A13. (EXACT WIDTH OF EXPANSION JOINT IS TO BE T ERR:. IN T-E HELDJ THE G5 GROUP: EXPANSION JONI SYSTEMS 4NCA-C." 2 LIGHT :LEG, CEILING CIOvER FINISH COLOR IS TO BE WHITE. COVER 15 TO BE PAINTED 'PIN THE FIELD- TT T -1.8K TO DETAILS ON S:NEET AI3. (EXACT WIDTH OF EXPANSION JOINT 15 TO BE A ER.. TN TIE F_D, CONTACT: .15 COMPANY, INC. PO HOX 1655 BELLEVUE. WA 980199 -1655 4254555044 CONTACT PERSON: ERL THOTEALS. DIVISION 00000 - WOODS AND PLASTICS 06100 WOOD BLOCKING AND CURBING PART I- GENERAL A. PROVIDE AND INSTALL WOOD RIRRNG, BLOCK..., GROUNDS DS AND IN-WALL BLOCKING- FOR SUPPORT OF GRAB BARS. FIXTUPES- EOTIPM ENT, CASEWORK HARDWARE, TRIM AND SIMILAR WORK_ I. BLOCKING AND GROUNDS AT STOFE'RONT GLAZING. LOCATIONS AT WEATHER AREAS, AND IN CONTACT WITH CONC.. SHALL ....L. TREAT.. • 2- USE NON- COMBUSTIBLE FIRE RETARDANT TREATED ,, WOOD EL SEIL4;ER= A5 REQUIRED BY STATE AND LOCAL CO'3 - _-5, INCLUDING ANY WOOD STUDS, BLOCKING, RIRRING, PLTUKDOD, TRR i MD GROL1.5. NEW LUMBER TO BEAR GRADE AND TREATMENT G ASSOCIATION UNDER WN!G IT WAS PRODUCED. 3. :PPESERVATIVE TREATMENT FOR WOOD STEE- -GEED ELSEW:HEE- B. PERORMANCE FECIIIREMIEN S: MOISTURE CONTENT: AFTER REATTPENT, THE MAXIM.,^' 101511.1. COA T G WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING: a- LUMBER 2 INCHES AD LE. N THIOCNESE W_ PERCENT. b. PLYWOOD: IS PEiCETIT. 2. FLA :E SPREAD: FIE RETARDAT'EAT. `MATERIALS TO HAG FLAME SPREAD RATING G 25 OR LE. IN A 30 NINHIEE TEST l H NO EvID NCE- G SIGsNFICANT PROGRESS. COM.NSTiON, AS, E 84. ADDTTIONA`L T = LAM_ PROW NOT TO PRO GRE55 :MOs_ -RAN 10 i/J F= T BEYOND CENTER LINE OF BURNER AT ANY TIME. 3. SMOKE DEVELOPED: INTERIOR FINISH AND TRIM MATERIALS GJE. SPECIFIED, TO HAVE FIRE ETARDANT TREATT'E \ ^. CONFOR 70 ABOVE EQUIREtENTS FOR'FLA. SPREAD' PLlS 5^10 - DEVELOPED RATING OF 15 OR LESS, AS, E 54 A CERTIFICATES: FURNISH APIDANT P EWIRED BY CODE- cp., STATHG THAT MATERIALS HAVE BEEN TEA ED I4 ACCORDANCE ::? 5.CF CATIONS AND THAT MOISTURE CONTENT, AFTER TREATMENT, DOES NO EX.r. SPECIFIED LIMITS* INCLUDE CHEMCAL USED AND RETENTION OBTAINED FOR PE55UURE TFEEATED MATERIAL. INCLUDE THE 'QUALITY MAK 6 ASSOCIATION HAVING JURISDICTION OvER Tr. TREATMENT_ 5. DELVER TREATED MATERIALS BNUNDLED AND MAR TO IDEATE` TEATM'EN 6. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTEC FROM MOISTURE: PROVIDE WELL-VENT:LA:E D DIY STOR.+AE. T. HANDLE TREATED MATERIALS IN ACCORDANCE WTH ALLPA STANDARS. IN ADDITION TO MATERIAL USED IN TREATMENT, F11RV5H1 ADIDGCNAL MATERIAL FOR FIELD TREATMENT OF CUTS. a FIELD CUTS AND HOLES: FIELD -TEAT IN ACCORDANCE WITH ALFA M -4 a. TELEPHONE AND ELECTRICAL PANEL BACK BOARDS ,FART 2 - PREPARATION / EXECUTION A SET MEMBERS LEVEL AND PLUMB, N CORRECT POSITION B. COORDINATE PARAPET AND FLASHING NAILER INSTALLATION 'Wi iH INSTALLATION OF ROOFING-. SEE SECT. 01005. E, 'Roe. GOER. AND PATCHING'. C. INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH PL71LOOD SHEATHING MATERIAL WERE RECURRED- ST. THE gAGC BOARD BY D ACHES BEYOND SIZE OF ELECTRON_' 06210 MILLWORK AND FINISH CARPENTRY PART I- GENERAL A FURNISH AND INSTALL FINISHED TRIM, CABINETRY, CO VIERS DOORS. AND ALL FINISH ITEMS SUCH AS LAMINATES AND FN154 DOOR HARDWARE, AS INDICATED AND DETAILED ON PLANS - a. SEE DRAWINGS AND RESPONSIBILITY SCHELEJ F FOR DETAILS, SIZES DRIEEONIS. G FOLLOW AW (ARCHITECTURAL WOODWORK NSTIT'TE, ARCHITECTURAL WOODUIORK QUALITY STANDARDS. PART 2 - PREPARATION / EXECUTION A DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS RECEIVING SUCH AE COMPLETED AND THOROXHLY DRY AND FREE 6 EXGESSIG MOISTURE. B. MILLWORK AND CAN3.ETRY MAY Bc SHOP OR FIELD ASSE - 'BLED AT CONTRACTORS OPTION. C. INSTAL REFS N A RIGID, STRAIGHT, PLUMB, LEVEL MANNER AD.RATELT =ITTED AND SCRIBED TO ABUTTING SURFACES. D. CONTERSRK NAILS dN0 SC -FLAW LEADS AND PATCH AND SAND SMOOTH. E OUTING AND REPAIRING OF INS WORK FOR ACCOMMODATION CF WORK BY CT-ERS SHALL BE DONE AS PART CF MILLUORdK RESPONSIBILITY. F. FNTIA4 woOOL ORC SHALL BE DRESSED AND SANDED, FREE FROM MACHINE AN TOOL MARKS. ABRASIONS RAISED GRAN OR OTHER DEFECTS. G. PROTECT FNISNED WORK :MIL ACCEPTANCE BY TENANT. 06424 LAMINATES PART: - DEER, A INSTALL NIGH ..-SSUE LAMINATES AS SPECIFIED N FINISH SCHEDULE AND AS DETAILED N DR/WANGS. PART 2 - PREPARATION / EXECUTION A FOL_OW M .AT.ACTU.I. GUIDELINES AND RECOMMENDATIONS FOR AT FE5! VE AND SUBSTRATE PREPARATION B. 5. MILLCORK SECTION FOR TYPICAL NOTES AND REFERENCES. , DIVISION 01000 - THERMAL AND MOISTURE PROTECTION 01200 INSULATION AND WATERPROOFING PARTI - GENERAL A FOR NSSATON EQU:RED AT DUCKWORG PLUMBING LINES, ETC. SEE MECHANICAL / ELECTRICAL SPEOFICATION. AND DRAWINGS. B. BATi INSULATION L FURNISH AND INSTALL 3 1/1• MN BATT TYPE INSULATION AT EXTERIOR WALLS OR AS SOUND ATTENUATION BLANKET WERE SHOWN AND AS SPECIFIED ON DRAWINGS- BASED ON LANDLORD REQUIREMENTS. 2. EXTEND FROM FLOOR TIGHT TO ROOF DECK ABOVE. 3. FU4 AND INSTALL OVA MIL. VI5o FEN VAPOR BARRIER AT EXTERIOR WALLS CN WARM SIDE OF STUDS. C. GENERAL CONTRACTOR TO F RONDE AND INSTALL WATERPROOFING MEMBRANE OVER FEATURE FLOOR G REST ROO. BELOW FN. FLOORING AND UP WALL A MN. 4'. (CR, WEE. REST ROOMS ARE LOCATED ABOVE ANOTHER FLOOR) APPLY PER M .AVFACTURER5 NERUGTIONS AND CAULK AS PEO'D. TO MATCH ADJACENT FINISHES. D. GC. SHALL ...v....TOP: FLASH AND CAULK ALL PENETRATIONS G FLOORS SO THAT ODORS OR LIQUIDS WILL NOT PENETRATE THE BLAB AT THESE GENF.. SUG SLEEVES SHALL BE INSTALLED ACCORD.. TO THE LANDLORD STANDARD DETAILS 01900 JOINT SEALERS / CAULKING PART)- GENERAL A PROVIDE AND eNSTALL .CPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. SILICONE SEALANTS (TYPE 53 AS, 0920, SINGLE COMPONENT, NON - SAGGING, NON - STAINING, NON - BLEEDING: FOR USE AS GENERAL CAULKING. COLOR TO MATCH ADJACENT SURFACES. MANFACIUFZR BY GE 51LICONE5 OR EQUAL 2. JOINT !SACKING R AND. OPEN CELT_ POLYETHYLENE FOAM ROD. PART 2 - PREPARATION / EXECUTION A REMMOVE - LOOSE MATERIALS AND FO EKI NI MATTER WHICH MIGHT IMPAIR ADHESION OK SEALANT. 5. CLEAN AND PRIME JOINTS IN ACCORDA^ = WITH HANLE, INSTRUCTIONS. FIROPECT ELEM.:TS SURROLN ORG THE UIOK G THIS SECTION FROM DAMAGE OR DISFGURATiON D. INSTALL SEALANT IN ACCORDANCE WITH MAdFACMER'S NSTRUCTIONS. E. INSTALL JOINT BANDKN E. APPLY SEALANT WT., REQOrc' 24,ED APP LICATION TEMPERATURE RANGES. CONEJLT HAIFA ITNEER GE N SEALANT CANOT . APPLIED WYNN THESE TEMPER TUFF RAN. . DIVISION 08000 - DOORS AND WiNDOWS 08100 HOLLOW METAL DOORS AND FRAMES PART 1 - C,sJERAL A NETALL ALL l000Rs.fReays. "AP'TnhTi AND RELATED PARTS`AND MATERIALS AS .OKAYED ON DRAWINGS AND RESPONSIBILITY SCHEDULE B. LASE., DOORS: WNEEREQARED, PRON. ILL LABEL POOR S AND FRAMES PER APPLirA EV P STATE AND LOCAL BULLDOG CODES. SUCH TO RECEIVE LABELS ATTACT.D STATING RATINGS. .. -.- G FLT RCATE AND ERECT TR., HUNS AND SQUARE AS SPECPED AND AS DETAILED AND PER TUELFACUBERS RECD SEENDATION9. D. N`UTEROR HCLLOW METAL DOORS AT. - FRAMES FOR INSTALLATION . ' DRYWALL AND MEYAL STLD PARTITIONS - L DOORS - 13/4' TNOK F_LEN MOUNTED TYPE S' AS MIA. FACTIU.D BY, STEW-CRAFT. &REAMS TO BE PHOSPHATES. AND RECEIVE ONE COAT BAKED CN FRITTER READY TO fECENS PANT. AS. DOOR SO-TEDILE FOR REGLO ED HARDWARE. bFROVIDE F GA. RE FOR:ETENT AT HINGES. AMU. t4 GA PEERFORCE:'E. AT LOOK AND 7_ FRAMES - 2' FRONT FACE - K GA. HNOLLO I METAL WITH cant-mM0u., rDED CORERS. SRFFAMS TO BE PH08PHATIZED AND RECEIVE O. COAT BAILED ON PRIMER READY TO RECEIVE PAINT. aPRONDE B GA PE.FORGEMBE AT HRYES AND M GA REROORCE8.47 AT LOCK AND CLOSE . b.NSTALL ADJUUSTABLE JAMB ANCHOR 4' DO. FROM HEAD AND .J_DED -IN BASE ANCHOR AT EACH JAMES PART 2 - PREPARATION /�F^�.T(O4 A INSTALL FRAMES N ACCORDANCE WITH SDI -109, B. COORDINATE WITH WALL CONSTRUCTION: FOR ACOOR PLACEI"ENT... G COORDINATE INSTALLATION C. FRAMES WITH INSTALLATION G DOORS AND HAROUfARE AS 5 ECGI. N DOOR SCHEDULE AND ON DRAWING.. L FOLLOW DOOR HARJWiRE INSTITUTE (DH:U GUIDELINES. 08110 INSULATED STEEL DOORS NO WORK ..ER THIS .C?IO1 08400 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERA. A. TN. SECTION NCL.ES ALL ALI8IN11GLA55 DOORS, DOOR HARDWARE SPECFICALLY SEEP LED BY DOOR MANFACTURER EXTRDED ALu GLAZING FRAMES CO IPLETE W, ACCESSORIES AND GLASS AS DETAILED ON THE DRAWINGS AND RESPONSIBILITY SCHEDULE I. AL...I/TEMFE.. GLASS ENTRANCE DOOR. SHALL BE KA-NEER (SEE PARAGRAPH 2 G THIS SECTION) SERIES 350 MIX. OF VERTICAL .TILE AND TOP RAIL AS PER PLAN. AND DETAILS) SINGLE ACTING WITH I/1• TEMPER. GLASS NEILL SET WTH ELASTOMERIC GASKETS. a. HARDWARE - TO INSURE SINGLE SOURCE RESPONSIBILITY, THE FOLLOW,. SHALL BE PROVIDED AND INSTALLED BY THE DOOR SUPPLIER / INSTALLER HINGING - TOP PATCH AND BOTTOM PNOTS CLOSERS - NORTON SERIES 1600 - ONE PER DOOR LEAF RISHNPLULL - KALLNEER F -2' LOCKS - ADAMS - RTE MS Dee, DEAD LOOK TrI.SHOLD - MILL ENT. ALURMINrM MAX81.1 IQ' HGH b. HAIf�ACRU st - R G I ANT. NC.. NOIK . GA UNITED STATES .4LITtINP COOP_ ROCK HILL SC FINAL. FNIS4E5 ."RUST MATCH EXACTLY, COLON TO BE AS BPECFIED ON FINISH SCHEDULE. B. ALUMINUM GLAZING FRAME. 1. KAINEER (SEE PARAGRAPH 3 CF THIS SECTION) TRIFAB II 451 SERIES, (MULLION. RAIL, POST AND BASE 51.5 AS FErR PLANS AND DETAILS) FOR NEILL WITH 12• CLEAR IEnt -tRD GLASS. 2. FRONIDE AND INSTALL ALL INTERNAL SUPPORT ff RAIN G, ELATED FLASHING., ANCHORAGE AND ATTACHMENT DEVICES. 3. MANUFACTURERS: KAUNE CAMPANT, INC. NORCROS6, GA INIT. STATES ALUMINIUM CORP_ ROCK HILL, SC 4. FINAL FINISH MUST MATCH EXACTLY COLORS AS SPECIFIED ON FINISH SCHEDULE. F EXACT COLOR IS NOT AVAILABLE THROUGH MANUFACTURER PAINT CONTRACTOR SHALL FIELD PANT.' C. GLAZING I. INTERIOR - I/2' CLEAR IErmcPED GLASS FOR INFILL INTO GLAZING FRAME. PART 2 - REPARATION / EXECUTION A. VERIFY DIMENSIONS- TOLERANCES AND ATTACHMENTS AND SRNS TO PERMIT SUFFICIENT ADJUSTMENTS TO ACCOMMODATE IRREGULARITIES. B. INSTALL PER MANUFACTURERS .COMMENDATIONS AND PROCEDURES. G ALL JOINTS BETWEEN FRAMN. AND BUILDING STRUCTURE SHALL BE SEALED TO PROVDE LLATERT.M INSTALLATION D. INSTALL SEALANT AND BACKING MATERIALS AT PERIMETER OF FRAME. 08110 DOOR HARDWARE PART 1 - GENERA A FURNISH AND INSTALL FR T. HARDT.. FOR INTERIOR AND EXTERIOR DOORS. ROLLING C 5 AND WI"II�OWS. B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS. M ONFACTIIRERS AND MODEL Ntr FOLLOU iri8 /DOOR AND HARTING. INSTIME) STANDARDS AND G SIA GUIDELINES AND A (A'ERCANN WI007UXJRK.. INSTITUTE/ SUANDAJDS FOR HARDWARE RSTAlED ON WOOD DOORS - D. FIRE RATED HARDWARE SWILL FOLLOW GUIDELINES AS ESTABLISHED BY I. NFPA 80 - FIRE DOORS AND WINDOWS. . - LIFE 6A CODE 3- N EPA 252 - FlRE TESTS G DOOR A ^3F..TtHLIES. 4- UL 698 - SALTY FIE TESTS CF DOOR ASSEMBLIES. 5. LL - SAFETY PANG HARDWAR E MM S. M ER WITH MANT.ANCE DATA MAW.... c P CALF OUFES MANFACTURiRS WARRANTIES AND SPECIAL TOOLS. F. FN..: AS MOT. ON PLANS AND SCH EEXILES G. IGYINCz L GENERAL CONTRACTOR TO COORDINATE IC-7 AND MASTER KEYING WRH CQBTRIC MANAG.R 2. CONTRACTOR TO INSTALL CONSTRICTION COPES DURING CPS TRUOT- IC N AND SERA. WITH F_R'WENT AT END G JOB PRICER TO TURN -C.R. H. SEE SECTION CN AUX NrM ENTRAN=8 FOR RARDLLA. SPECIFIC TO TrIOSE DOORS. I. MARFACTIIERS: L HINGES STAIR EY FHB :P AVERAL REQ.., OR ECU,. EXTERIOR DOORS TO RECEIVE TAMPERPROOF BUTTS Al ED /OR LATCH GUARDS 2- LOCKr- SOILAGE D- SERFS- SPARTA DESIGN m/ROSE, CR EQUAL. LOCK-SETS TO RE- .. NTS.HANGEABLE CORE C.YLINIDERS. SEE KEYING NOTES THIS SECTION 3. CLOSERS: NORTON - POWER ADJUSTABLE CLOSER FOR BARRIER FREE OPERATOR. SERIES 8301 EF OR Po I, 4_ THRESHOLDS, Et.. AND SEATER STRPPMCs PERKO - THERMAL BARRER SADDLE :TES 10. 552MAFG, rTAXRIYM HEICiGT 1/2', CR Fn'A' PERKO - DOOR BCPTCM SWEEP 5EO, OR ECU, FEMIKO - R.', JAMB WEATHERSTRIP 503AV, OR EQUAL 5. STOPS. Ca:PLATES AD ELENCL IVES - WALL STOP N01. OR EQUAL IVES - FLOOR STOP 8 436- CR EC US_ NES - DOOR 9a.iaracR 40, OR NES - 5400 KfOGLATE B' HIGH X RILL WCTR G DOOR OR EQUAL. SCREW TO MATCH KfOK°LATE IVES - ONE CLAY VIEW., CPEEP) 696, OR EQUAL PART 2 - PREPARATION /EXECUTION A COORDINATE THE WOK OTI4 OTNE R DIRECTLY AFFECTED SECTIONS NVOLVNC MAIFACNFAE OR FABRICATION OF INTERNAL REINFORCEMENT FOR DOOR , -LARMUARE AND RECESSED ITEMS B. VERIFY TI:AT DOORS AND P.N.S AN. READY TO RECEIVE WORK AND Dtl'T_NS.N5 ARE AS I DUCAT... C. INSTALL HARDWARE N ACCORD.. FT, MANFA.U.R'S INSTRUCTIONS. DARE TEMPLATES PROVIDED BY' • ITEM MAGFACTURER E. ADJUST HARDCA.E FOR SMocr.: OPERAno, 0E800 GLAZING- PART 4 - GENERAL A RIR•31SH AND INSTALL A COMPLETE SYS.-, G f ARP, 4 A2DNG GANELs, S>_ALANT..T NG BLOCKS AND ACCESEORE5 AS SHOI N AND DETAILED ON THE DRAWINGS AND IESPONEBILITY SCHELOWE . US SEE FLANS AD ELEVATIONS FOR S= AvD N3'.R OF PANELS. C. FOLLOW FECOMINEI'DATIONS FOR NSTA_.A:'ON CO+T AN N THE FGMA GOAT N ^SR MA/REACT.SEM ASSOCATION) CIA. ZING AND SEALANT MANUALS A5 .1_1_ AS 5.1.4 (SEALED I SULATc - J: r ASr+ MANUA, ASSOG) FOR 13.12 AT. GLASS. D. IT IS THE GLAZING CONTRACT,. SO =.-. - . R. .TTY TO +A-NN-. THAT THE GLASS IS SIZED TO WITHSTAND D=AD LOADDS. P 'AF AND NEG.. LINE LOADS- ACTING NORMAL TO PLATE CF % ASS AS CALCLILA N ACCORDANC.. WITH LOCAL AND STATE CODES_ E MATERIAL FOR TR EMOR STOREFRONT GLASS i. CLEAR A55 - ASTM TEMG_ QUALITY -R3 GLAZING SELECT. 2. THLOGNE_6 AS SHOWN ON FILAR EACH NDMDUAL PANE TO FECENvE TB - PEE. STAMP T.C.ATNG SUCH E MATERIAL FOR EXTERIOR STOREFRONT N METAL GLAENG SYSTEMS I.ULATED GLASS WITS - LOW E - TYPE 5G-B - .171 ET. AND ETT3 DOUBLE PANE UWT GLASS UA STONER FTrF sEALG QUTER PANNE G CLEAR GLASS, INNER PAE G LOW E AE, ON CLEAR COLOR O.A55- al/PROVIDE TEMEVEED GLASS MI5 GENE NOUGAT. ON PLAN OR AS RECUR. BY JURISDICTIONAL CODE., PART 2 - PREPARATION / EGO JT1ON VERIFY THAT OFE NRGG5 FOR GLAZING AE CORE -TOT SEED AND WITHIN TOLERANCE B VERIFY THAT SURFACES G GAZING GRAVELS OR ECESSES AiE CLEAN, FREE CF OBSTR'LTIONS THAT MAY TIOSTU E MOVEMENT. UEEPS AE CLEAR AND READY i0 RECEIVE GLAZ.Y C. CUT GLASS PANES TO ACCURATE 51=5 ALLOTTING FOR E CLEARANCES AND TO_ER.1. 5. D. INSTALL SEALANTS RECOMMENDED BY MAIFACIII R lLL;!CH AFE COMPATIBLE UN Fi MATERIALS THEY GILL BE N CONTACT WITH. E. REMOVE GLAZING MATERIALS FROM. FNISR SURFACES. F. REMOVE LABELS AFTER ILORC IS COMPLETE G. CLEAN GAFF AND ADJA 5.=4..E5. 08835 MIRRORS PART I - GENERAL A RJRNISH AND INSTALL OUSTO N rl I tELI M1RCR5 NCLUDNG MASTIC AND ATTACHMENT CLIPS AS SIZED AND DE TAILED N DRAWN. AND RESPONSIBILITY SCHEDULE. REFER TO TOILET ROOM ACCE55ORE5 =0R TENANT- PROVIDED MIRRORS IN LAVATORY. B. CONSULT NAM, (NATIONAL ASSOCIATION OF MIRROR MANUFACTURING, FOR TIPS FOR CAE AND HIAADLNGG CF M85R0125- G PRODUCT: I. CLEAR FLOAT TYPE WITH COPPER/ELVER COATING UNLESS NOTED 0E4E1.1.E, ALL EDGES SHALL POLISHED. D. MIRROR ADHESIVE: CHEMICALLY CONPATBLE to, MIRROR COAT,. AD WALL SUBSTRATE. PART 2 - PREPARATION / EXECUTION A VERIFY AREAS RE.INNY MIRRORS ARE U.. TOLERANCES AND ARE READY TO RECEIVE MATERIAL. B. PLACE PLUMB AND LEVEL WITHOUT TUSSLE DISTORTION G STOE, PROTECT, AND INSTALL MIRRORS IN ACCORDANCE WITH NAMM. D. SET MIRRORS WITH EDGE CLEARANCE FEE CF SURRONDNG CONSTRUCTION INCLUDIG CONTERTOF'S OR BACKSPLASHES. E. REMOVE LABELS AFTER WORKS COMPLETE. F. CLEAN MIRRORS AND DIVISION 09000 - FINISHES 09120 CEILING SUSPENSION SYSTEMS PARTI - GENERAL FRONDE ACOUSTICAL PANEL DEILO WRH EXPOSED SUSPENSION GRID.. SNOT. ON THE DRAM. . B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING PLAN SHEET AND RE.ONBBILITT SCHEDULE. G REFER TO DTerM -Ter LOCATION OF SPECFED MATERIb FINIS -EST. I WHFRF RFlSIRFn AY TiFS X11 IDYL -��' IFS dE TO AL AND GLT WTR PART 2 - PREPARATION / EXECUTION A AT TIME G COMPLETION, DELIVER TWO PACKAGES OF ACOUSTICAL PANELS TO THE TENANT G EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT u3_. B. COMPLY WITH AS, C 635 FOR NTERPEDIATE - DUTY CLASS SYSTEM. SIZ.E ATTACHMENT DEVICES FOR FIVE (5) TRIES DESIGN LOAD. HANGER WIRE SHALL E. GALVANIZED CARBON STEEL. AS, A641, SOFT TEMPER PRE- STRETCHED, D GA MINIMUM. C. COMPLY WITH MANUFACTURER'S PRINTED INSTRICTIRN-5 AND WITH GOvERTIR . REGULATIONS, FIRE- RESISTANCE RATING REQUINE. LENT AND WITH -I INDUSTRY' STANDARDS APPLICABLE TO TNNE WORK D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH AS, C b., WITH HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL M= MBE.$. LOCATE HANGERS NOT LESS THAN 6' FROM EACH END AND SPACE 4• -0' ALONG EACH CARRYING CHANNEL OR DIRECT -HAG RANER SECURE WIRE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO STRICTURES OR TO INSERTS, EY OR OTHER DEVICE$ WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE, E INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS LLHEE NECESSARY TO CONCEAL EDGES iF ACOUSTIC, UNITS - F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH ELSPENSION SYSTEM, WITH ECGES CONCEALED' BY SIFPORT CF EZEN'' )^EMBERS. SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS AND ENETRATIONS. G. INSTALL HOLD -DOWN CLIPS IF REQUIRED BY CODE. H. GWB CEILINGS AND SOFFITS TO BE GIVEN A FLAT AND SMOOTH FINISH TO ACCEPT PAINT FINISH. REFER TO SECTION 0.60 'GYPSUM BOARD SYSTEMS', 09250 GYPSUM BOARD SYSTEMS PART! - GENERAL A FURNISH AND INSTALL ALL GTE., DRYWALL AND SYSTEMS COMPLETE W.TH PARTITION - RA MUG, CEILING SUSPENSION SYSTEMS AND RELATED ACCESS R'-5. PARTS, MATERIALS, ETC.. SOON ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOTOTENDATICNS. B. Gypsum DRYWALL: ALL GYPSUM BOARD TO BE 5/8' TYPE 'X' AS NOTED ON STREET ALI (FLOOR PLAN) REST ROOMS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. a FASTENERS: DR LIALL SCREWS G PROPER SIZE AND TYPE PER MANFACTWfERS RECOMMENDATIONS. D. PROVIDE MATERIALS, JOINT COMPOUPNDS, TRIM, EDGES. BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED. AND PRFWCHED FN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS, AND ALL CORNERS ARE TO BE MITERED. ALL EDGES, BEADS AND TRIM TO BE PRE -FINISH ALLI MINW^.. JOINT TREATMENT: U.B. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. I. ERECT GLUES N A SINGLE LAYER IN THE MOST ECONOMICAL DIRECTION WITH ENDS AND EDGES OCCURRING OVER FIR^ BEARING. 2. WALLS, CEILINGS AND SOFFITS, AND ALL TRANSITIONS N SAME. SHALL BE • GIVEN A 91100TH FINISH. 3. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL ANGLES IN STRICT ACCORDANCE WITH THE MANpFACTURERS DIRECTIONS. INSTALL CASING BEADS AT ALL EDGES CF DRYWALL WORK ED(CEPT U-ERE TERMINATION . COVERED BY OTHER FINISH CASNa BEADS SHALL BE MITERED AT CORNERS AND INSTALLED NEATLY, FINISHED WITH COMFO,ND. 4. JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE EXCEPT WERE CONTROL JOINTS ARE REQUIRED. TAPE FIELD JOINTS, INTERIOR CORNER JOINTS AND LTA. TO CEILING JOINTS. FILL JOINTS WITH JOINT FILLING C.OMPOIND AND EMBED TAPE THERE. COVER TAPE WITH BEDDING COMPONDD AND TAPER TO FEATHER EDGES. FILL SCREW HEAD DEPRESSIONS WITH JOINT FILLING COMPOUND AND FEATHER THE EDGES ALLOW TO DRY. 5. CANER TAPED AND FILLED JOINTS AND FILLED SCREW H DEPRESSIONS WIN TOFPIG COMPOAID APPLIED IN THREE COATS. PERMITTING THE PREvICUS COAT TO DRY POOR TO INSTALLING THE SUBSEQUENT COAT. 6. SAND JOINT AND SCE. HEAD AREAS LGHTLY BETL'EEN COATS AN, AFTER THE FINAL COAT SO THAT A SMOOTH LEVEL SURFACE IS PRODUCED WITH THE PAPER SURFACE OF THE WALLBOARD FRF G SCIFFINGL E PATCH AND /OR !IMPAIR EXISTING DRYWALL TO REMAIN TO LIKE NEW CONDITION. LEVEL ANY UNEVEN OR ROUGH SPOTS AND FN151.4 SMOOTH. FUII A. AND VISUAL DEPRESSIONS ARE NOT ACCEPTANT F O INSTALL . MENTITIOLS BACKER BOARD AT ALL A.. TO RCEN E TILE OR MARBLE. OR AS SHOWN ON DRAWINGS. H YE. PANELS: L C.D. SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BT LANDLORD AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER CP PANELS REQUIRED AND LOCATIONS WI, LANDLORD AND ALL MECHANICAL TRADES,. 2. ACCESS PANELS SHALL E. FLUSH TYPE NO EXPOSED FLAC.5) STYLE 'DUN AS MANFACTUl1ED BY: MLCOR 1101 EAST K;BBY, LIMA. OHIO 45804. F +NON wise, 419 -22 -6859 (SIZE . REQUIRED) 3. PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY GC. I. METAL STUDS SIZE ACCORDING TO CONS.WCTICN DOCW NT5 x 20 ralNr STEEL 4T 16' OL. TRACKS TO . ANCHORED BY MEDIUM POIER ACTUATED FASTENERS AT 24' 0, J. EXTEROR/INTEROR METAL STUDS+ SIZE ACCORDING. TO CONSTRUCTION DOQIMINTS x 25 ! R� AT I6' O 09300 TILE AND MARBLE PART - GENERAL MARBLE /CERAMIC/QUARRY IL E: Pct. ER TO FINISH AND RESPONSBILITT SCHEDULE FOR SIZES, COLORS, AND MArFACTUTEERS. B. INSTAL GROUT AS FECO'TIET.DED BY THE TLE MANUFACTURER COLOR CF WALL GROUT TO BE NOICATED ON THE E N15Hl SCHEDULE. F NO COLOR IS INDICATED, A GROUT TO MATCH TILE IS TO BE USED C ALL CERAMIC TILE BASES INSTALLED SHALL BE SANITARY COVE TYPE. REFER TO FINISH SCHEDULE FOR -...CATIONS. PART 2 - PREPARATION / E CI•IGNI REFER TO SECTION 03132 'CONC.. REPAIR / !PREPARATION AND TO SECTION 0•200 'I SLAM:TN AND WATERPROOFING A BERNE "z - TYING ANY TILE, THE CONTRACTOR SHALL ASSURE HMBELF THAT No TILES WILL HAVE TO BE REMON cD AFTER INSTALLATION TO ACCOMMODATE THE tam, G OTHER TRADES- ALL CUTT.G..ITNG, DRLL.G AND GRINDING OF THE WORK WHERE NECESSARY" IN RELATION TO THE WORK G OTHER • TRADES SHALL BE PER ORP.D SO THAT THE WORK WILL . NEATLY AND ACCURATELY DONE AND CUT EDGES SHALL BE.IFORI. COTFOR'I TO REQUIREMENTS IMDER AMERICAN NATIONAL STANDARDS INSTITUTE ANSI A -B1J FOR CERAMC TLE MATERIAL AND ANSI A -108 FOR INSTALLATION G INSTALL PER LANDLORD'S SPECIFICATIONS, UNE. APPLICABLE D. LAY OUT TILE PATTERN ErTI ETRICALLY WITH EVEN JORNT CN ALL FLOOR AND WALL SURFACES. ALGGN JOINTS WITH MALL PATTERN, WHERE APPLICABLE. E. CUT AND DOLL TILE AS PEQIUED WITHOUT MARRING TILE, GRIND AND FIT AROUND FIXTURES. ETC- LEAVE COMPLETED WORK FREE FRO, CRACKED, BROKEN, CR DAMAGED TILE F. ALL TRANSITIONS BETWEEN NEU AND EXISTING OR LNLNKE FINISHES SHALL BE FLUSH AND SMOOTH. MO REDUCER STRIPS PERMITTED N STOREFRONT AREA N PROTECT HEAVILY TRAVELED, NEULT TILED AREAS A5 REQUIRED. I. INSTALL TILES USING TRINST METHOD UN, WE, JOINTS AT WALLS AND FLOORS. J. SEAL/AX ALL TILE PER MMANFACTUERS SFECE!CATIONS- 09650 VINYL RESILIENT TILE FLOORNCs PARTI - GENERAL A GC. TO SUP: LY AND INSTALL REY X D' X D' .SILENT TILES, AS SHOWN AND SPECIFIED ON THE DRAWINGS_ B. INSTALL 4' HGdN X WV THICK TOP S:i, COVED vNYL BASE, AT ALL WALLS N AREAS t0 RCCEIVG_ VINYL TILE FLOORING, AS SPECIFIED ON DRAWINGS. C. SEE FINISH SCHEDULE FOR SPECIFIC COLORS AND MANLF ACTJER PART 2 - PREPARATION / EXECUTION Kt+tK TO SECTION 03132 'CONCRETE EPAIR ! REPARATION'. AND TO SECTION 01200 'INSULATION AND W creR=ROGFiNG' A PEP SLAB AS REQUIRED TO RE.NE NEW VINYL TILE. B. FILL ALL CRACKS, JOINTS, ETG N SUB -FLOOR WITH CRACK FILLER APPROVED BT FLOORING MANFACTUR R INSTALL ALL MATERIALS WITH WATERPROOF TYPE ADHESIVES AS RECO BY FLOOR.. MANFACTUER FOR MATERIALS AND SURFACES INVOLVED. C. SLOPE FLOOR TILE TO DRAINS SUBSTRATE MUST ALSO BE SLOPED TO DRAIN D. ALL VDT SHALL B_E CLEANED, SEALS. AND OARED BY G.G. PRIOR TO TURNOVER. 09652 1000D AND OR LAMINATE FLOORING PARTI- GENERAL A FINISHED WOOD FLOOR AS SPEameo M FINISH AND RSPONSIBILTY SCHEDULES. INSTALLED PER MANE'S PRATED INSTRUCTIONS AND RECCMFTcNDATIO. B. MATER . SHALL BE LISTED WITH URDERDRTERS LABORATORIES AS TO FIE AND SCUP RESISTANCE: C. ARCHITECTURAL TRAM, Is EDUCE. STRIPS, BANDS, PICKETS. ETC- SHALL . OF SAME MAIFACTURER AD FINISH AS WOOD FLOOR PART 2 - PREPARATION / EXECUTION REFER TO SECTION 03/32 'CCNCETE REPAIR / PREPARATIN. AND TO SECTION 01200 'INSULATION AND WAT R:ROCflNCG GENERAL CONTRACTOR TO HROGM CLEAN R_OORI G AS IT 15 INSTALLED. PROTECT FLOORING RtEDIATELY WITH BfiV' M KRAFT PAPER AND INSTALL MASON., ORIENTED STRAND BOARD OR OTHER PROTECTIVE FLOOR PANELS OVER ENTIRE WOOD FLOOR B. NO FLOORING TO BE EXPOSED UNTIL LAST DAY OF FIXRU2INC AND PROP INSTALLATION G FLOOR CLEAN -UP: FOLLOWING COMPLETION OF WORK BY OTHER TRADES, THE PROTECTIVE COVERING PLACED AFTER INSTALLATION SHOED BE REMOVED eiNN N ,"NPI'N yr v.ccew- vnrT,lMllw- ANn/AR L CITY (f TUKWWA ROVED NOV 2 9 2001 AS NOTED SJLCMG CMSION I71 7vt. CARLSON AFCHITECTUFE PLANING G Df Ii BRUCE M CARLSON. AIA NORTHWESTERN BUILDBN G 219 N, 2ND ST_ SUITE 301 MINNEAPOLIS, MN 55401 PHONE; (612) 338 -6677 FAX (612) 338 -2995 E -MAIL= ado•cmarch.com CONTACT LISA M_ HULNE/ S MICHAEL WLL (773) 247 -3138 CONSULTANTS MEGU E Ecr. PLU®. DUNHAMASSOCIATES 8200 ACRUA DALE B.vD_ 4500 MMEAPOUS MN 55437 -1075 NEAL MAeIXUAA 952)8204400 (952) 820 -2760 FAX SI I:I TO Consulting Bigi IP12is SEAL- sw GISTEREC ARCHITECT 9RI9E9- 87JW-6 STATE 9? WASHINGTOa I HEREBY CERTIFY THAT P. PORTIONS OF THIS TECHNICAL SUBMISSION BEARING M" SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE. I AM A DU Y REGISTERED ARCHITECT UNDEftfTCAws L OF THE STATE 0 W - BR DATE ISSUED REG. NO- 10/ 5449 PERMASTEEUSA _ R.5. 1U0 P1+m. A»mm- EMtl4.OT.W&JB2 F'n(eB0U5 F atT \ P+nFY IN / SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TITLE SPECIFICATION SHEET REVISIONS N0: DATE_ PROJECT NO: DRAWING DATE: DRAWN BY: A5.1 8Y: MY OF TUMNLA OCT 2 6 2001 PEFAUCENIER 01102 -18 TD/04101 FLAZ SHEET 17 OF 18 ALE: O: /CASUAL CORNER /01102 -18 09650 CARPET NO WORK THIS SECTION 09100 LAMINATED WOOD FLOORING PART I - GENERAL A WOOD LAMINATE FLOORING: REFER TO FN. AND RESPONSIBILITY SCE"DULE FOR 8.5, COLORS, AND MANUFACTURERS. B. PREP FLOOR AS .COMMENDED BY THE MANJFACTUf R C. INSTALL COMPLETE PER MANUFACTURER'S SPECIFICATIONS, INCLUDING ALL TRANS,. STRIPS AND EXPANSION JOINTS AS REQUIRED FOR PROPER NSTALLATIC.N. PART 2 - PREPARATION / EXECUTION REFER TO SECTION 03132 'CONCRETE REPAIR J PREPARATION, AND TO SECTION 01200 'INSULATION AND WATERPROOFING' A GENERAL CONTRACTOR TO .CSI VE AND STORE MATERIAL. GL. MGT OPEN BONES A MMIMILRt OF AS HOURS IN ADVANCE OF INSTALLATION TO ACCLIMATE PRODUCT 70 TEMPERATURE AND HUMIDITY OF AREA TO RECEIVE INSTALLATION B. PREPARE SSFLOOR OR EXISTING FLOOR SYSTEM AS i co ED BY MANUFA: C. INSTALL POLYETHYLENE FILM ON CO Lr tE SUBRCOR D. INSTALL 1,15PERUALK. INSTALL LAMINATE FLOORING AS A •FLOAT NC-' FLOOR BEGIN NSTALLA T ION +LO`! WALL WITH TONGUE FACING WALL ACCORDING TO MANIFACIL RMS PRO.DU.S. APPLY GLUE TO GROOVES WITH PLANKS N PLACE ON FLOOR ENSURE JOLTS AE COMPLETELY SEALED WITH GLUE. DO NOT NAIL, SCREW OR FASTEN F_DOR.G TO ...FLOOR. E. PROVIDE ADEQUATE EXPANSION SPACE AT PERIMETER COLUMNS, AND AT ALL ALL OTHER OBSTRUCTIONS. F. INSTALL SPECIFIED BASE OR TRIM AT PERIMETER COLU`INS. AND AT ALL OTHER OBSTRUCTIONS . G. NO FLCORMG TO BE EXPOSED UNTIL LAST DAY OF FINIURING AND lERCHAND INSTALLATION H. FLOOR CLEANUP: FOLLOW.. COMPLETION GE WORK BY OTHER TRADES. THE PROTECTIVE COVERING PLACED AFTER NST,LATION SHOULD FOLLO.IED BY SUEEP.G, VACUUM.. AND /OR DRY MOPPING TO REMOVE 4: LOOSE DEBRIS. 09910 PAINTING AND FINISHING PARTI - GENERAL A THE INTER 15 TO PROVIDE A . 15E47;70 7" FINISH TO ALL PARTS OF TH!5 PROJECT. FINISH APPEARANCE MUST BE LNIFORM, SMOOTH. AND FREE OF ANY RUNS, SAGS, AND DEFECTIVE BRUSHING OR SPRAY... COVER ALL SU..R.ACES THOROUGHLY IF THE NUMBER OF COATS F.COM'ENDED BY MANIFACTUF'ER DOES NOT ACCOMPLISH THE MTENi, THEN APPLY ADDITIONAL COATS UNTIL COVERA!. 15 SATISFACTORY. SEE FINISH SCHEDULE FOR PAINT COLORS. MAN,AC.,€R. ETC. B. USE ONLY THE PANT AND RELATED MATERIALS 51 -CiFici BY TFE MANUFACT22 SEE FINISH SCHEDULE FOR SPECIFIC COLORS. ALTERNATES AID NOT PERMITTED PART 2 - PREPARATfON / EXEOITIGN • A CLEAN ALL SURFACES TO BE PAINTED FREE OF LOOSE DIRT AND DUST .F-0. WORK 15 STARTED. WASH ALL METAL SURFACES WITH MINERAL SPIRTS D= CZ APPLYING FINISHES. WHERE .1ST OR SCALE IS RTES_ - NT, WI. BRSH OR SA."J CLEAN BEFORE APPLYING FINISH. B. PANTED DRYWALL TO RECEIVE ONE COAT 1.ATX PRMER AND TWO COATS OF SPECIFIED PAINT. TIT PRIMER TO APPROXIMATE SHADE OF THE FINAL CDAt. TOUCHUP ALL SUCTION SPOTS OR HOT SPOTS AFTER APPLICATION OF FIRER COAT AND BEPO RE APPLYING SECOND COAT, TO PRO..E MJ EVEN REStL' T N THE FINISH COAT. DRY ALL GOATS THOROGHB_Y BEFORE A°PLY.. SUCCEED.. COATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR .COAT TIME. SEAL ALL DRYWALL SURFACES BEHIND MIRRORS. C. RUTTY ALL NAIL HOLES- COUNTERSUNK SCR., BOLTS, CRACKS. ETC. BEFORE APPLYING ENG, D. SAND ALL WOOD SURFACES SMOOTH AND EVEN BE--ORE APPLY.. FINNS; E. BEFORE STARTING FM. WORK REMO. HARDWARE, ....S CRIES PLATS. LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. F. PAINT ALL EXPOSED PtPRJi, ACCESS DOORS. VENTS, FIRE EXTNGIASLER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. TO MATCH ADJ.=NT MURK UNLESS OTT -EM. NOTED OR D.OTc.. G. SAND ENAMELED FMISIES APPLIED TO WOOD OR METAL BETLLEEN COATS WITH FINE SANDPAPER TO PRODUCE EVEN SMOCRH FINISH.. H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RNa, SAGS AND DEFECTIVE BRUSH.. OR SPRAYING MAKE EDGES ADJOINING ORE. MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. I. SEAL TO, BOTTOMS AND EDGES OF ALL DOORS_ J. CONTRACTOR TO LEAVE ONE QUART EA. COLOR 6 PAINT FOR FUTU K PRIOR TO CONTRACTOR LEAVING SITE AND AFTER ALL F1MUfF5 ARE INSTALLED AND STORE IS CLEANED, CONTRACTOR TO WALK SITE AND TOUCH -UP PAINT DAM,47. + DURING FINAL DAYS OF PROJECT. DIVISION 10000 - SPECIALTIES 10520 FIRE PROTECTION PART 1- GENERAL PROVIDE MULTI- RLRSI.U_ CHEMICAL EXTSIGUISH.E. CAPABLE O= EXTINGUISH.. CLASS A, B, AND C FIRES, N QUANTITIES AND LOCATIONS REQUIRED E31 CAL FIRE MARSH. � ALL. K COORD SERIES (INATE IN FlELDJ MdtdFACTUREL. INDUSTRES COY' -FM OR EQUAL. PART 2 - PREPARATION / EXECUTION INSTALL MOUNTING BRACES AT HEIGHTS TO COMPLY WITH APPLICABLE REGULATIONS OF GOVERNING ALTHO!RiT!E5. B. SECT. MOUNTING BRACKETS TO STRUCTURE, SOU.. AND TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS. 10610 STORAGE SHELVING AND WORK COUNTERS PARTI - GENERAL A GENERAL CONTRACTOR TO ASSEMBLE AND INSTALL TENANT SJPP_I., P.- MAN:FACTNEJ FREESTANDING WIDE SPAN, OPEN STYLE STEEL ...Ls.. UNITS AND /OR SURFA, E -INTO STANDARDS, WITH BRACKETS AND SHELVES. B. TENANT TO PROVIDE COMPLETE SYSTEM, RJRRIK-STR;PS EXCLUDED. CLIPS, SHELVES RELATED SG2FIS AND ANCHORS_ PART 2 - PREPARATION / EXECUTION A GO TO ASSEMBLE AND SECURE OUTER SUPPLIED SHELVING WITS TO FLOOR ANi - ;L:<A_5 WITH FASTENERS AS RECOMMENDED BY MANUFACNFER M LOCATIONS AS DETAILED IN PLANS. B. GL. TO PROVIDE AND INSTALL RcG'ircD uv 2i.W,s 5'1.1.5 AND BRAC7,, C. GL. TO PROVIDE AND INSTALLL WC.< CONTE. AS DESCRIBED N PLANS AND DETAILS. 10800 TOILET ROOM ACCESSORIES PART 1 - GENERAL TENANT TO SUPPLY ADA. APPROVED TOILET ACGESSORES AND GRAB BARS INCLUDING ALL SET SCR_. AND ANCHORS REQUIRED FOR COMPLETE INSTALLATION PART I - FfWPARA / EXEC3ITION A. Go_ SHALL INSTALL TOILET ACCESSORY UNITS ACCORDING TO MANFACTURERS INSTRUCTIONS,.NG FASTENERS AND W WALL BLOCKING AS RECOMMENDED HY IINIT MACFACTUR ER. INSTALL UNITS PLUMB AND LEVEL. FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED, M A TAMPERPROOF MANNER WITH SPECIAL HANGERS, TOGGLE BOLTS. OR SCRELLS. DIVISION 11000 - EQUIPMENT 11001 EQUIPMENT PA?TI- GENERAL A CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK MID PLACEMENT LOTH THE WORK CF ALL OTHER TRADES AND MAIL_ ADJUSTMENTS .AS REQUIRED • A,^.CX1.10DATE LOCATIONS OF EQUIPMENT. B- MOLL EQUIP., WORK SHALL COMPLY WITH ALL GOVERNING BUILDING COD. AND LOCAL CODES. C. Ea/P SHALL BE R31Rd15HED, UNLOAD.. UNPACKED OR UNCRATED AND PLACED ACCORD.. TO THE CONSTRICTION DOCUMENTS. PAR' 2 - PREPARATION / EXECUTION A GENERAL CONTRACTORS INSTALLATION OF TENANT SUPPLIED EQUIPMENT IS TO BE INCLUDED IN C.NERA- BID. B. GENERAL CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY OF AT : DAM.Y TO TI$ EQUIPMENT PRIOR TO INSTALLATION G C.NERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOKUP OF ALL EQUIP- ENT, INCLUDING ALL MECHANIC, PLUMBING Al. ELECTRICAL WOR D. ALL EQUIP - ENT MANIACS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY BOIMD AND TuR OVER TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER 11106 RECESSED STANDARDS PART I- GENERAL A TENANT SHALL PROVIDE 3 5/5' AND 2 1R' x 25 GA DQBLE METAL STUDS AS ANFACi1AR<D BT 'CIE AS O -ELITE STANDARD SYSTEMS' FOR INSTALL Y. ATION SL GENERAL CONTRACTOR REQUIRED FOR WALLS TO REGEI VE RECESSED SLUR it1J STANDARDS. B. TENANT SHALL PROVIDE .LEMCO- ELITE' •0 -1216 rt' SLOTS, 2' OLJ LOK FLANGE SLOTTED STANDARDS M LENGTHS DETAILED M PLANS. C. GC. SHALL SET TOP OF STANDARDS LASER LEVEL TOP OF STANDARDS SHALL BE AS DETAILED N PLANS. D. GC. TO TAKE CARE TO ENSURE THAT VERTICAL STANDARDS ARE SET TRUE AND PLUMB. AND EXACTLY AT 24 ON CENTER GL. MUST COORDINATE STANDARD INSTALLATION PROCESS WITH CONSTRUCTION PROJECT MANAGER AND A5 SET FORTH N PLANS. 11110 MC- PART 1- GENERAL A GENERAL CONTRACTOR N TO CONFIRM WITH TENANT THE USE OF TRAFFIC COUNTERS. F REQUIRED, GC. IS TO INSTALL TRAGIC COUNTING SYSTEM PER MAN FADIVRER'S -, - CIFICATONS. L THE SYSTEMS TRANSMITTER AND REFLECTOR ARE TO SE INSTALLED AT EACH PUBLIC ENTRANCE, S2' AFF. AS INDICATED IN DRAWINGS. DOOR SWING NOR ANY OOER OBSTRILTION SFIOILD BLOCK THE ISEAT PAM 2_ THE SYSTEM'S RECEIVER 15 TO BE ...TALLIED IN CASNDESK CABINETRY. B. GB..R.4_ CONTRACTOR TO INSTALL FULL FEGHT, WHITE CORNIER GUARDS WITH UU-IITE ADHESIVE .. ERE INDICATED ON DRAW..S: • 11111 - EQUIPMENT NO WORK UNDER THIS SECTION_ DIVISION 12000 - FURNISHINGS A CASI-ILRAPS LOCATED PER PLAN_ B. BACK RAPS LOCATED PER FLA. C. MANAGERS COMER AND SHELVING IN OFFICE... INTERIOR ELEVATIONS. D. FITTING R0011 AC.S JRIES E. HANDICAPPED ACCE651BLE FRYING ROOM F. STOREFRONT REVE,REE CST VINYL SAFEiI" LOGO DIVISION 13000 - SPECIAL CONSTRUCTION NO WORK UNDER 71I5 5E DOi DIVISION 14000 - CONVEYING SYSTEMS NO LUORC UNDER THUS S=C■ON DIVISION 15000 - MECHANICAL A SEE MECHANICAL DRAWINGS AND SPECIFICATIONS. B. INKS BY TENS, DHTALED BY GL- REFER TO MECHANICAL. SHEETS. C. ROC, WORK BY LL_ CONTRACTOR AT rTaNANT'S EXPENSE AS REQUIRED. D. FIRE SPRINKLER SYSTEM IS TO HE MODGIED BY GL. PROVIDE AND SUBMIT SHOP DRAW..S AS REQUIRED BY THE LANDLORD AND LOCAL BUILDING OFFICIALS. DIVISION 16000 - ELECTRICAL A S. ELECTRICAL DRATENGS FOR RQUI ,..NTS OF, ELECTRICAL SERVICE AND PANELS • INSTALL ALL LIGHTING FIXTIaTZS [SUPPLIED BY TENANT) C. INSTALL ETMERC.NCT A. EXIT FIX ORES N THE SALES AND NON -6,ES AREAS AS SHOUT. (SUPPLED BY TENANT, • INSTALL TENANT StPP RED CEILING PLAN) A.D. !SOUND OR MUSIC, SYSTEMS SUPPLIED BY THE TENANT AND, SHALL BE DESIGNED PA.'GH. T+AT SEND WILL B=_ CONTAINED WITHIN TTT.IANITS LEASED PREMISES. NO SPED FR OR SEND EMITTING DEVICE 5 -IA!J- BE INSTALLED OR B RLOYED WITHIN 20 FEET OF TENANT 6ToRsRRo T LA.= LINO AND BE DIRECTED TO THE INTERIOR OF THE SPACE. CITY Of TUI WIIA APPROVED NOV 2 9 2001 FS 0/0ID BtfLDll�"D 0 i I: nL)J C tvi. CARLSON ARCHRECRJRE PLANING BRUCE M. CARLSON, AlA NORTHWESTERN BULDING 219 N_ 2ND Sr.. SUITE 301 MINNEAPOLIS, MN 55401 PHONE (612) 338-6677 FAX (612) 338 -2995 EMAIL- 8d0.CTTlarch.com CONTACT' LISA M. HULNE/ S- MICHAEL WILL 073) 247 -3138 CONSULTANTS AEM/ ELECT - PLUAB_ DURHAM ASSOCIATES 9200 NOM/MALE BLVD_ 4500 1.1I8 AN 55437-1075 NEAL MAK., 052)920 - L100 052) 920 - 2790 FAX SEAL: REG. NC. IANOUIIAIg Engineers REGISTERED ARCHITECT I 81 u§ M. ear tuck STATE W/USNINGTON HEREBY CERT!Y THAT THE PORTIONS OF THIS TECHNICAL SUBMISSION BEARING MY SEAL AND SIGNATURE WERE PREPARED BY ME OR UNDER MY SUPERVISION AND RESPONSIBLE CHARGE_ ! AM A Y REGISTERED ARCHITECT UNDE E LAWS OF TH= STATE O W'. GT 11/IIj y SIl URE 10 DATE ISSUED 54A9 SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWILA WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TITLE- SPECIFICATION SHEET REVISIONS NO: DATE: PROJECT N0: 0802, DRAWING DATE: 10/04/01 DRAWN BY: RAZ A5.2 BY: �cervEo OCT 2 6 GOa SHEET . OF b FILE: 0: /CASUAL CORNER/01102-16 A AD:LSTABLE Dr04.30 ACCENT L16 FIAT 32 3 TYiiN Trd5E .1,ORE5G9eT `R:JRY EMER6ENGY LIGHT DIAL EXIT,.. N / OAL,TE' BATTERY BACK -1... ' FAN./ LI., COMBO 100 FI FI F: F3 F' FI .,s ErdiriV -Rb = ='Mw2 sv.TSw $Y3N6Y-R5 4REYP- 2 -6Y1214 D t ® —tr:a , CONTACTOR SCHEDULE. CIRCUITS GONTRDLLID INOC1/51O7 /101441 M24LIS2'/. MM- 132 -0Gr -G gRiPM 9� CT OF . .. LIOKE ORAN GARg TWKO.4/Y14EN 7NSTAL1N6 50X -a Item Gamic Pg� .. TEGES.D uJ .at 94014-17158..- LAY-IN 2L. , ANa.(1 . E1134 4.5TN3t7# LKNT BOX TO4145URE� T 1?_:.5100xL FIXTUR26 SY 9ERI pup, INSTAC:L@T1Sf'Ti $ jQ, Y8''"r M ' 1.43._. -., 1 L-10 EB c®piESswITGli.ro 8E-u4S . .. s,:.. D104OT85 :DE516 PAN/3. AND, ( • 132 L2 M D L -27 - D ' - 51 L-4 - L #. k-- 0A(_f0. 0 L sal • NOTE: N/L INDICATES:NIGF_n'E1,16HT LOCATION'S -SHOWN WI-eRE INDICATED THROUGHOUT STORE. ,OONTRAETOR SHALL 1N SPEAKERS .AND ^WIRES Fog . SPEAK RS ONLY.. GOO(2p!NATE ALL.E TS WJTM` EQUIPMENT SUPPLIER GONTRAGTOI? TO F'ROVIDEJ-BOX WiT'R DISCONNECT SWITCH •ONCBALED LOGATION:A130VE STOREFRONT AND CON LG" TO R= !'!OTT FALL AS` TO STOREFRONT 5.5N CONTRACTOR WILL PROVIDE CONNECTION TO S- OR F2O\T SiSN. - ELD V_°R' =`( .NO)t NETS WI TH.SIGN MANUFAC T)RER. � R;C1 ®® ® W; L II L -II L-11 L -II L M p r y y L M .. L 1 M • M ld L -25 L S p ��'Tj 25. L -35.. J'' �n H M fl J M 11 D 1 1 - WEN N/L L=a L -T_ ,; wL wL H ' H '+. 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Ce�fication: 1 hereby certify that this drawing d as purport, by me or uncle; my irect supervision and that I am E duly Licensecl Profession ng:: _r under the leas of the State o' Washington Kathleen Koltreck JRE REVISIONS 0 -a' DATE ,SSl1EU 28856 REG- NO. r.fG FWflVSa A. S6eAaCLa37132 Pn.133 S3 rises FcjBtv"`I TLS _ � ...: InfnCFem,es SOUTHCENTER MALL 633 SOUTCENTER'MALL' TUKWILA, WASHINGTON SPACES 1#A -120 AND #A -124 8I TITLE L104411210 AND SPEWER PLAN DATE'. BY: it, i v 6.'6101 I PROJECT "NO: 940r30µ -_ DRAWING DATE_ 10/10/04' DRAWN BY: =..SB * L -31 641 FAN/GOM2O £SEE ..SaEET E -I L -56 C. BELOW FWD, I:7 - SN STO...�i aLZZER §1 M T 5.TC PULS'Rh.. FOR C RECc55LD lfTD R CAT 5 E C :N CE.1iINC ((k VULT,PtE CA NpESK I.OG:TgNS) \W-H: � EPI -PHONE (MT ETi4Ulf` EN CD CASH DESK WIRING DETAIL L- 20,90,32 7'SPARE CONDUIT Y11TH /LISTEN& L24 - T'OW�R PLAN.- L426 'f8^'y4W.E'L ,SyAL COORDINATE Tt- tNSTALLATON 6 A - GTION sYsTerl .114 SP AG rum T GHAN,IGAL.GONi(21 TOR 15TAk1 A SMO DTEGTP.c R I E, 9UPP1-7 AtkpCGTS Or THE H VA tiT, AS REC811RED 6'�•� S�PPA 5 0}7Ei�TlYAT THE R•FAL. LT, IF SMOKE.is IyE'IFCTED. VERtr^r ADDrrsoN L YALE- -AT✓D. fi t LDGAL,FODE.REGIAF NEENN15. REGEPiAG_F_. *C (2) M.6E�LL R° -: A1ER'EX RE > AGt.E R A N > .LNCTION BOX WITi+ A 4 BANS DOVER PLATE E GA5NDE K' VEAL, TEGEYFAGLEE O(E . N fi.®2!_ .4�6 -52 017=]( R ?.EFTA'.= AL " ONE (I) FI .W4462,pt . (FECEPTAGLE N Gal -101 - +AGTIO. Sox ti-= A 4 • i T YCt*47lERPRO Off REGEPTAGLES AABp1 II6P3R2 ^f i'h1N •b' NJMNM C AVE¢ RA'E 5045LE POLE 4 "FEE1L-,42211 . THREE WAY 91'BTCI!`3: M9'SFJ.I_ .441.-)223-1 i9 :.R15k@It . °@DWCNDS MIT6644.. 15 "EOrtARD5 +I5 =0A1 s'. 516(Ut::R�VJgFORh821- EDY}ARgSI W L -26 N tOI GOIOJR TO BE EGFFD INTO FLOOR AN✓D SEf'AF2ATE GMEGTIOeb TO FA ovr A tr OJIT -JP r. BE TRN ROJTID IN OMC EARATEL O TO DE I CE TO FA I a ELM R! A! GGMNALTOR TO SFr, MO INSTAL PUSFEUTfON AND MJESER AS f SPEL)ED f 1N THE FIFLTRIGAL EOUENTNT LIST 1Q E,LECTRICAL GONTRAI.TOR TO PULL. PF.E AND DATA LINES BAG, TO TELE,OtE j BOARD. BEE DETAIL ON THS SPEET. C > _LECTR CAL PAN= L. LI TO S NEW ILA: ER TO 126ER AND PANE: ON SiEET 6- • - Cty) iNST. REC': TACLES N. SOFFIT AS PER NE, • 6 16\ R - r. AND 2 TO EE FROV1DF 6 FF,NAN A- 206V, 3 PTV, 56 MGA VERIFY E.,' _OCA:NON iNiTM!'GNNiIG/ AL: GIRGU' AS S.., -2 L20 =FiT2 AL WORK NL �� 6E�B3i- I - O FLR. , AND IYSTA_ PANEL CS ON ES LE, AND CAE- RESISTER C'ROUITS. - 1.45 SINSLE RCf' EF,A,A = MOAT., AT 36° A =F. 0.D E TO NAVE A OROnU FLA = COVERINS. IT IS A DI TGAT:D. CIRCUIT FOR TFE DREAM STEAMER,. �.,.. O� / KTOES SMl.1SE MOUNTED 4'-6• AEOVE 2 FLO0 i y> MONTH* 1€I6..iTS OF ._{LIPS 'T AZ NOTED. ON ARCHITELT(RA_ DR4%JKf/-. O Sc, REGLEGTED GEILN6 PLAN FOR EXACT LOCAllON OF GEI:1146 6WD, LE, FIXT/FES, ETC SEE ARCNDEGTRAL DRAINKSS FOR SYNOD.- LIST, FlXTi2 SC.NEDLLE, NOTES AND OTHER SPED - IGAT.ON REDARE I ITS_ I v O A,- COVER a1.TE5. SWITGrES AND REGE°TAGU'x ARE TO EE Yr+:TE aN COLC4 I , 09 6ur_E FOR ENT RE SENEORMATIG moms -, I Q 1EW ELEGTRIG "Arne NEATER: IWO WATTS. 120 VOLT. • Pro. ELEGTRIGAL CONTRACTOR TO RA.N15P. Af.D FETA, .1-20% INIF, 20 AMP I20 VOLT GQtEG110N. FIELD VER, . O6 TN= RESISTERS OF T4E SECONDARY GASNDES1c W11 N'EID . TO ONE F T TO 1 OF T}E PRIMARY GA°.IHJEAC L -I , L -Id CITY pT NrC LC APPRi'VLD NOV 29 2 ^71 As Kn-C. stKr, A'S i BRACE M. CARLSON PLANING DEBC44 BRUCE M CARLSON. AMA 219 K 2ND.. ST'=., SLATE SOT RANNEAPOLla MN 55401 PHONE 'MO 338-6677 FAX ..: (612),338 -2995 :. E -MAL :- - iifwctnerchcorif CoNrAcr. USA M. HULAEt E MIcMAELW®L (773) 247 - 3138 CONSULTANTS' - IEQi/ ELECT, PLUMB. -_ (31.54111A88oCIATB - 13200t10f 1.l ALE ECM, 4500 IsfEAPOLSw 554971175 real MArxiL4 052) 8201400 - (952) 820-2760 FAX Dunham Associates Consulting Engineers. I hereby edify that this thawing as pet-pared by me or under my i eat supervision end that - 1 am a ?illy Used Professional Engineer under the laws of the' State _t Washington^ ®OthleeDnifT!)beck URE to -o DATE ISSUED RFC. NO, 2E21056 PERMASTEEUSA SOD FMd[b�+e-Er�6etl.. ^ � JfipE2 P1 (FBO12534le5 Fez IBSLT T458Sf6 t' -nfN �wm SOUTHCENTER MALL 633 sounicarrER MAIL TUKWILA, WASHINGTON 98188 . SPACES #A -120 AND #A -124 SHEET. TITLE+ POWER PLAN REASONS NO: DATE- OCT 2 c c�Ll PERMIT CENrE PROJECT NO: QRAWING DATE: 10 /10 /El - DRAWN 6Y: -.. - Se SHEET 2'UF - MIMMOMMM .. +: _. .. r .. S3*1 °0105 �b'�I "2�1�3 n li .J L 1 :) II IIflIOhIIIHh ,, i IIIcI I �� I I .'. 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PATCHED; SEAL... INEATN, FIER LANDLORD RFLGUREMENTS. COND.SAT, 15 TO SE AAA FROM ThE UNIT AS DR.F_C me LANDLORD. VERIFY RE/W.5,EN, PRIOR TO CONIMPLCI. AN :RORK. EALING,- ,417 AS SHOWN N SCHMAP-E AP, SEE SPE, FOR RTU-I 4 <> °ROVE,. b LINED PET/RN AR SO, A OAMPER t`t. CA- 5.-FE L ON 5.-=-T,E., Mt.7.2 PRO/LE AN ,ON,LA,ON O.StEStOP. N RE.F.R.N AR DJ, TO T DOM, ,PON DETELTION OF SMOKE fTYPiCAL • PRO. TO 5, ms TENANT PRoVIDE, . A O THE 7,55NATE, RY.: AL- 5.AN ON F_AN. A FE ANO PP,O,O5 Arr, A C.4-SAP LOCKN.L, :" FOR RTL- RT,2) MO-NT THERMOSTATS FOR RTIJ-2 AS 7.1CT:S.PPLT RE,RN AIR 0.3,5 SIZE AND ,ANSITION NTO DUCTAORK. A5 5.101. CTY FOR 1.711-i a RTJT2I <47> 'INSTALL ONE . TENANT P.PNB,E-7 TOL, SAN.P...16.T. AS SHOWN IN ,...AEDJLE. EXTEND AND T CONNECT NSX TOILET EX'HAJ.ST FACT A/ BAx DAMPER TO NEA TDLET EXHAUST DUCT UP THRJ ROOF. TERMINATE TOILET EXHALST PltH SOOSENECK BIRDSCR-,, CONNECT TO EXISTINS , AVAILABLE <0. 24,2 RE,1424 AIR TRANSFER OPEN. N WALL ABOVE CEA,. A5 HEM AS POSSIBLE. VERIFY LOCATION. 44,2 OPEN E.ND SELL MOUTH • RETURN MR OPENING FOR RTti-i REJ-2. O r FLEX DJCT, TYP, EXT0E2 WITH RSID 12.ICT INHERE FLEX REA..., S MAX 1-ENE, O . VOLUME DAMPER:IN SPIN TAKE-0,, TYPICAL lex, RETURN AIR TRANSFER EX.T r, PRE DAMPER ABOVE cr.:SLIMS ASNIGH A5 POSSIBLE. VER/FY LOCATION. 4(> 8, RN SUPPLY AR DiACT Arr. FRE LAMP., 70 MAINTAIN T, FIRE RATINS FOR THE CORRIDOR. <C > FURNISH A. METALL REA ROOF MOUNTED SMOKE E.AUST FAN IN LOCATION AS SHONN ON PLAN. DUCT Dt.4 THRU ROOF FULL FROM SMOKE EXHAIJST FAN CURS A/ BACKDRAPT DAMPER AND TERMINATE UP IN -1019T . SAE BALANCE SMOKE EX.I45T FAN AS -.WM 5r.,A REFER TO LANDLORD TTN1 DRAWN. FOR AODITIONAL sFrciriceriorit REGUREAENTE = A IO = 4 XsiasaMnagniatangsaifir _ L 'llzkigeratAFINEVrag 10/14 • ■.■ ;A-10 • - . L = - - - - tylECA-iAN CAL FLAN = 1'-0" MECHANICAL NOTES ALi. EGILIIPME, INSTALLATIONS AND MATER,. SHAM.: COMPLY YIITH AL/ APPLICABLE LANDLORD CRJTERA. 2. REMOVE ALL tAOSED PIP., DUCTWORK A. AOCE550121.. 20 OT ADANOON. 5. THE MECHANICAL CONTRACTOR SHALL,. BE RESPONSIBLE FOR Fla, VERIFYIN6, PR,ORMO FINAL E432, ALL 4 EXISTINS ST1.43,11.. TAPS, ETC. FOR PLIVEINS ARO 'MECHANICAL SYSTEME WITHIN TENANT SPACE NO FIBERSLAS5 r.c• Auxpiep,, THE HECHAN(CAL CONTRACTOR SHALL LBSRESPONSIBLEFOR ALL FINAL CONNECTIONS TO THE LANDLORD'S BASE SYSTEMS. COORDINATE All- SYSTEMS:IN FIELD: - - _ VERIFY LOCATION OF ANY ROOF FIENETR.7 WITH LANDLORD. ALL ROOF PENETRATI0NS:PATC4*4& AO FLA*945 wLANDL,ORDS CONTRACTOR At MECHANICAL CONTR/,./17R EXPESEE... 'T. REFER TO LANDLOR97,111 DRAWINGS FOR ADEKIONAL. CONTRACTOR RESPONSIBILITIES AND,SPECIFICATION5._ ' A-10 445 I, R. 445 1 1.2 10' RND (;) • A-10. 445 . , 10 RNO A . 4 10 RINET 12/12 I. T.' SENIERAL CONTRACTOR SHALL CCX7RDINATE ALL SPRINKLER MODIFICATIONS WITH L.L.5 SPRJNIXILER CONTRACTOR 4. PREPARE NEIN SHOP DRAWN. IN COORDINATION WITH TENANT IMPROVENENTS. FIRE FRO NOTES • FIRE SPRINKLER SYSTEM - SENERAL CONTRACTOR PORK BASED ON TENANTS SPACE CONFISURATION: AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE BE BE DESISED AMD INSTALLED BY A LICENSED SPRINKLER CONTRACTOR, HMO SHALL PREPARE DESUSN SHOP DRAM.. OF WE SY5TEM AND SUBMIT DRAW1009 TO ThE SUILDIN6 AND FIP.E DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. ALL WORK SHALL BE DONE IN ACCORDANCE NTH N00& STANDARD IS STATE A. LOCAL CODES. 4 St RND R.N..7 5-5 150 HVAC LEGEND 51,-ELOL z 0 A 500 DESCRIPTION SUPPLY AIR EN,USER 1.-FTJRN AR &RILLE TOILET R-,01.1 EXi-,,UST FAN ThERMOSTAT DUCT MOUNITTLD SMOKE DETECTOR DII,J5E13. r - NEG. SIZE AIRFLOW GF14 BRUCE M. CARLSON ARCHITECTURE PLANING DEEM BRUCE N1 CARLSON, MA NORTHWESTERN BUILDING 219 N. 2ND ST, SUITE 301 MINNEAPOLIS .td 55401 PHONE- (612) 338-6677 FAX (612) 338-2995 E-MAIL= info...march...am CONTACT LISA M. HULNE/ S. MICHAEL WU_ (773) 247-3138 CONSULTANTS MEOW ELECT:PLUM DUNHAVIABSOCIATES 8200 NOBLIANDALE BLVD. MO LOPEAPOL-113, 55437-XJ75 NEAL MAIKXULA 555831 (452) 820 FAX § REVISIONS Dunham Associates Consulting Engineers sim■BINI■Ess SEAL, Certifbationi hereby c that Li drawing wcs perperea by rne or under ^1'y deect supervision and tnct I crn duly Licens. Professional Engine., under !ha laws of the State of Washington . Dole Holler, WE ISSUED " REc mo 25269 E I A A E Et A : rapomms SOUTHCENTER MALL - 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SPACES 41 AND #A-124 SHEET 1TTLE MECHANICAL PLAN, HVAC LEND AND NOTES NO: DAT, OCT !2 6 201 7ERMIT CENT. SHEET 1 OF 3 PROJECT NO: 040179014 DRAWING DATE: 1 0/1 1 /01 DRAWN BY: DS V 1 Fll F• flan 711 MFP DI, )TANG AIDE NT3N DRLNKING FOJNTA.'N , / DF% - PLUM.. FXTIRE So -EDULE A. SPEC. `EW MOP SINK (MSi - SEE PLUME,. FIXTURE SCHEDULE AND SPEC NEW LAVATOR- (LAVE -SEE P_LMBINS ■XIRE SCHEDULE .AND 5F.. NEW FLOOR DRAIN (FD: - 5E PLEA-ENS e FIXTURE 5GH'=DILE ANm 5,C- NEW WATER CLOSE- (1'L) - _SEE PL1AlaN5 FIXNR ..DAME As. SF:.. CONN NEW 2" V TG EXIST N'.:N 2' V - VERIFY LOC. SM 6 CORNING CONN NEW 4' W TO EXIST MN <• A - VERIFY LoO 5/LE, RO 71Nb a NM, NEW 6 SA.. E - =G7Ric, M.. t , EATER MOON 7 - ON SiF ABOVE CELL,. ROUT Ill' CA DOWN :N WALL AND 571 OJT WITH 51lJT op= VALVE FoR DREAM STEAMER COW-7,0o, CC4JR^�NATE ROJTIMS IN FIELD. ENE. A. INSTAL 5AGK="LOW PREVE FOR DREAD! STEAM?2 EXTF.1D AND LOAV_G NEW 3/4 GIN TO EXISTMS MUM, 3/, CW ST�'rM SEN /IMF TENANTS CPAJE. VERIFY ROUTING IN FIELD. P_UMSiN FLAN PLUMBING FIXTURE SCHEDULE PLAN MARK WC-1 LAV MS RATER CLOS- LAVATORY FLOOD. DRAIN `'`OP SIN, DR?NKINS FO_N AI\ WASTE (1 \i TRAP' ;Nr . VENT flti CAN (:\J HW ;Ny . Irz' 3/4' /2' REMARKS 5EE LIME.. SFECIFIGATO`S SEE P_ NS .5-CI,C.AT;0Ne ..__ PLEA—BIN. SPEGIF'GATIONS SEE- PL... 1.IFICATONS PLUNEINS SPEGIFIGATIONS ELECTRIC WATER HEA r tt< SCHEDULE NO. I MANi- AO. 5MI 7-r ODEL KW EL, GA ACA∎ (SAL) S - AC=S 60 VOLTAGE 120%/b0 OUTPUT (. 6 100 DES. RISE1 SEE SPEC. 1,-MARKS SCHEDULE OF DIFFUSERS, REGISTERS AND GRILLES UN- NO- A MAN, Tr - IF�� 7715 TIPS T -. 7145 5rF `ECK R01ND 5iL- OF D"USER 2 4 ' X24• 2, ',EAR 24' X 24' 2, XL 5, 6 2,3 NOTES S " AR 0, x.7 E55CRATE R -RN AR GR.= cJi- N sr -. 3RD G \.. MONT \ A2.0YST1CA_ LAY N C EIL NS. 5. `CK D.A`E:= R A5..- ON v 6 2 F7 TONS Li NEAR S.'P°_" 4 R - =.,_TER A, }WAY '/_ • SLOTS. PC^V i11Tt+T'Tt 5 -37 F.ENL, FAN SCHEDULE EF-? EF -2 MANE- M:TiF' Pg14 DO✓JC: X305 CFM 100 5P8G S.P. IN. NG. 0S 025 612 TIP SPEED FPN1 4462 DRIVE EE-7 1P I/]3 VOLTAGE 1204/60 2./3/. GON'TRO_ sArree SMOKE E`JA... NOT 2 TOIL. =}cr+.45T FAb "_;5 -+T W'T- \ -FW4L 5AOKDRA =7 DAMPER. 2. 5 x7,57 s Si,.: - _.ED 3" =NAND A\.1 SY SENERi` GON"IRAGTOR FIRN1(5% A. INSTALL NEW ROOF NO.\T SMOC EX.! .7 FAN !N LOCATION A5 S+OAN ON \. D:GT ROOF FJ_ S:ZE FROM SMOKE EXHAOST FAN CURE, W/ BACKDRAF- D 1t 7 AND '— MINAT° -MST 5°AG. BALA SMOKE T S FAN AS OWN IN °.,C� -�.:: ° R+ TER TO LANDLORD T'(M DRAW N. =OR ADDITIONAL S=EG1=CA — IONS A47 RE(]JIf2v \ :�- OUTSIDE AIR CALCULATION - VENT-_eT.ON ORAL :,TED A- 0.3 ,v. S.1 VENT :1,A 7 R.:A ,, : i20 G=`/ 0.75 DE AIR o` - -= AS-RAE ANDAR 62 - 5A 4 4630 Y1' A died 30IR3 VEN ILA'ON - IAA GFv FURNISH AND INSTALL BACKFLOW PREVENTER FOR DREAM STEAMER ROUTE 1/2 GW DOWN IN WALL AND STUB OUT WITH SHUT OFF VALVE FOR DREAM STEAMER CONNECTION. COORDNATE ROUTING IN FIELD. EXTEND AND CONNECT NEW 3/4" CA TO EXISTINF MINIMUM 3/4' ON STUB -IN SERVING TENANTS SPACE. VERIFY ROUTINE, IN FIELD. VAC.. BREAKER SATE/SALL VALVE (TYP)_ 2.T.1 2T.1 3A,-/ RUN FILL SIZE TO MOP: SINK PER LOCAL GODS .. PROVIL 5! .F ABOVE GEILINS. 5FC1Vg a BRACKETS BY GENERAL CONTRAOTOR NO SCALE M 3/4" PEA WATER. FIRING RISER DIAGRAM NO SCALE IN VALVE' " - lI WATER HEATER DETAiL PAN NARK RTJ-2 FOCEL ,01 TRANS R'1212033 TRAA_ YGDf2033 NOMNf�' -TONS 10 tO CFM 3,e. 41330 MNR1M OJfS17F_ AIR 560 560 I4 r OE O9 RPM! 78. 907 ROOFTOP HEAT PUMP SCHEDULE SAN BNP I.T IAA FAN NP SENSIELE N 91.75 97.'5 11625 11625 EAT DRY BULB YET BULB ns 715 64.0 64.0 AYBENf COOLINS MATINS AMBIENT HFATINS BEAMS OUTPUT NeN 664 66.9 VOLTS 20 NE GMT LEG. 1457 1451 SE REMARKS SEE REMARKS ROOFTOP FEAT PIA IS P1RN' LED BY BE TENANT GOMPLET'c WITH FL, PERIMETER ORB, POW. EMAUST, EGO.Mia 2 CONTROLS A. TRERMOSTAT. HVAG CONTRACTOR - TS TO 00027IIIATE DELVE, OF EOAPMEM AND CURB KIN OWNERS VL,EX R HVA . CONTRACTOR 5 RSPO:EIBL2 FORSTORNS AND PRO7Eur N6 TE U RIE_+ NIT AND ALL AGGESSO LEON DELIVERY UfTll FROJEGT TURN OV62 INSULATE AL PIPING IN ACZORDAN'CE WITH SPECIFICATIONS. max (i1 3/4 7 & P R31. VALVE WATER 7£ATER S NEW b FARM WATER NEATER W/ DRAM PAN ON R WATER ABOVE PET. REFER TO ATER HEATER DETAIL rte. ARATE t• DRAMS TO `90P SINK WITH AIR GA, RB ER TG WATT.3R !EATER DETAIL Roo = 740, EE: C.0:. RA rM�", PATC' AND YEATra- =ROOFED FER. LANDLORD'S DETAIL. Try SHEET CONN NEW 2" V TO EXIST MIN 2 V - VERIFY LOG. SIZE C ROUTINI6 CONN NEW 4" W TO EXIST MIN <" W - VERIFY LOG, SIZE, ROUTING s INVERT- NO SCALE AD.SF_T OUTDOOR AIR MINIM M.77,5 NDICAT. IN SGF+ED,:r_° THIS 5,E RTIi ROC= -0m UNIT SE'. ON FULL PERIME =.R T \ I FLEX )` I CONN. °R AML 0. RA F3iiM / PRGV D7 SMG DE F_C7CR- N D'JCT - SMOKE D_IEGTOR cR- _J AiTH UN CON7RCT5 70 5-t 0, DOAN '.SON 7 C704 OF SMOKE NO SCALE /2 < V ; !2 2 \ I � I 11/2' 3 FGO WASTE AN VENT RISER DIAGR,AN! ROOF= — QE LiN7 S=GT ON DETA: S,EAT.- iERPROO= DISCONNECT BY ELEGTRIGAL GON "RAGTOR - CONDAM FOR POWER AND CONTROL WIRING S-A. rNETE.ATE THE ROOF IN51. ROOF CURB PER LANDLORD'S REGUIRE,ENiTS PROVIDE VENT-r DEEP SEAL TRAP IN CONDENDA, DRAIN L �R00- 5 51.,55 , _ .. ` - SUP," D;'CTWCRK 5=A__ S_ LINED 43)1) It#1145 clr7 e(„ I, NOV 2S As I•, _, BRUCE M. CARLSON ARCHTECRTE PLANING DESIGN BRUCE MA CARLSON, MA NORTHWESTERN 219 N. 2ND ST SUITE 301 NINNEAPOL IS. MN 55401 PHONE (612) 338 -6677 FAX: (612) 338 - 2995 E-MAIL iAo.cmefdtcom CONTACT: LISA M. fiULNE/ B. MICHAEL_ WLL (773) 247 CONSULTANT IIECHI ELECT. FLUME DUN4AM ASSOCIATES 8270 NONU.DALE BLVD_ MO 64lEAPOLO, 1M 9531075 N=AL MAMA. 1952) 8201451 (952) 8262750 FAX SEAL:. ..... Dunham Associates Consulting Engineers • :; '1 NATURE 1J ".t - Jl DA, ISSUED 26269 RED. ND_ - . - vz ! n=;eoy certify tact this Craving was 05 :e, by rr or under my direct "GerNSian and that an c duty Licensed Professional Engineer :rod, the lows of the State of Wosh ^gtoa PEFINIASTEELIEW SOUTHCENTER MALL 633 SOUTHCENTER MALL TUKWLA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TITLE PLUMBING PLAN, MECHANICAL DETAILS AND SCHEDULES REASONS DATE Dr ih 2UUI PROJECT NO: 040173014 DRAWING DATE 10/11/01 DRAWN EY, DS V2 -SHEET 2 OF 3 MECHANICAL SPECACA 5010 Cs NtT�AL PROVj51R1> (stn word this sector mall revs to Cason Como e Phabing.F6•e Sprkk err and HYAC Mech.. Contractors, A The general conditions of to contras, current ad., published In standard form by th AneNcon Mtitute of A•catects, shat be part or his contra.. - • The Ankles ar.NN n tin's DMSion a:a r. Ardtheotrol apoir [lord Myer. . eoairy spa... Vold Cs NO t the Articles or ire General Condition noted '- - - it pareeranh- EOCCA1 etion a halm d a precederr over ins woWaiwe of t s Gar, Conditions N 15010CAI, F adders eh=". visit the site and farnar. - comet. with ail tOdl lore suiardiro to G. Drawings are dawemane ad aced to warm the approbate Iocatiore Inlets sp...., ...nod. Coordinate the saik with the ore traders to avoid :^'= fcece. Shored moron.. sock be n stalled Welch F erns . ern the work , crxerdenth, sort, mock s.rt'be danced - E.a adfit sal cost Casual Core's. N. At tM completion or. mo.'Y tHa Ca:ads shall remove et he., dirt and sears caused by Ma wort and ehs0 tF_ jckeg iy clean all mschaNtcl work n <IudHj Mauro, aucwart Aping, armoiXces_.c L This Contractor sMli torn up or renn;M the asts, Fn. a egWpehn maned peg .proem or ineellaticn J. Thls Gonrabior delf ineth - robe Qawiees for _ such exposer* andotsrat assie Sggaeter may require for re,ne4 Enc.,. rev % mot take place Parse roeV. p e ctiwn or • '2. d drawings well be provided t_ tie Contract, f netci :d :.w _dss_Iates Coat. original iaywt 15015 DEMOLITION: C T Contra... refer. to$e AOttegNrALS.thealad_laeehcal piano ad g In anion O. are hereby nada part of the monad. - D. Provide alTwork end xtc.h as req.. 'nad on the Pas, in full accordance with National, Sate and local Codes, Ordkssnces /or RecOttode havbg jurisdiction over tins work - E. This Cortranon stall .1. ail permits, themes ad coil ion ad say all Remove all pip., cuoter fk and equipment re- being reused. Pp. arcia®ewiea associated wet equipment t berg .moved ant not receagariip nor, on Ones 5, sin's:, step be remov, V 2. Equip... anO , to orb per •o rearoved oar nCM the snail 1.icate 0 :a feq Coo -to c aNedeo _WLita e' or ' a etO xeda�p.` Dies. Ai: oils matoles are rt. b ,e Orrs. xall be rove. boa are sire are be or odsy disposed on. 3. Were existing ol.s, noon oat . pot. or tM bu.. e{.:re ca. aft, •eacrol of E . ou .m. or e vazatp", Yes, be va mesoonsidlity o' vas raca a. No asbestos snit of dry nature sa per perform. by ins Carador prauer._ • ..tract if dn. ire roes_ o= Pe project, set kvoivlg asps- oar sxpr -so ,roomer i p orp;'y notify the Coo, en tte Owns math Ma den forces w bN sape . contract. snail be respons. a for Corgi removal ad P. c.. or the a.bs.. tst CwuacmA Gains that deny aro oral cast Is hrvoWd became or tr.s cuss, he she .lee clam as prow.. elsewhere X tie Cor_ract Doo -men, . 5015 PLIBtBItYa= r' a " onabr t, - Core- s Pls., Cot:rape B: MA-R,, W la sated of ssise tis Coro,. ens, ruins. all labor, nor• --sleis pro equipment For the thellatior, ecoeole to anti Thant • accmWbk operating pkxphg estG skein • described, hexer, Ir^ and cold - rats e sse osseous s the oat. sanitary s teas, pkrbig hoses. mueellarede cheer. one emust a, w tirdeo ._Seen c Vtrta • Be aro so cot urs shie a oak, root. a,. ths jorr, . A.dve G- 5a :dry Sr d e vent le Be'. a d epics[ cast +nor with lead and oak. or neap.. carresalor ',Johns, or rubies cast Matppe a.d ysimr. except Tie: ikgpe v- rapt d^.Tjlkga shall be uses r, sterns more than 28,, Ngh Vern piping may also be Soothe 4Pn galvanized steel eth cast F 1 trOes . dahage fittings -Ya t- pipl.passM through roof: Cast Ifon with not less than IT" projectlocabo've se. 4' do., mitt^ Approved frost Jade[[_ tats pptng - Type 'L" .d coppers mein sought coops .etas and valved at tie fates. - es al: open as required by' state, DO or local Codes and Rdpwcs. Tests see!I bet se. M tea pismire of Ne proper iapec.irn ateoreima, acorr zed e ewessaattves of Camel Carer's A.m. nd the Landords Aron. _ ,rnTsr recssa, 1st ceercates m !e A Otot D. OSIN.C.. F.E _LATER PIPES. Disinfect ue entire mater s,pply system h94g nth a sok3bn or 50 Prim of zvathole thecae and ail to stad for ex hour axone neWg and returning to serer_ • 'NS.A gTION kspasa domestic het rata and cold tats piping with 3/4• Merges , with ay- purpose Jacks, seal all Joi . senate them with mlteeci throne. and tractor seals. Moab op.. piping beau hare.p av with prmnotd d twat:or_ • ❑ YTS. A`CI PATC. - ltisLrntraCa.11 do all den, and patching required vine a, portion or monk. k. P atch ,i h new materials of the same type tint eras renovere Ran.. Datums serace to es. Outing adjacent ss - A'. -oaf pet° y La. Jbrde.Roe Sontractor a: Tenant s expo. G 5.r NITART= Cor.e.,mos mss piping to exlatxg Sank, • at tae approx. location don_ Waal: exact Ipcat!pn and evert elevMhor. thews epnwcig :cork • CCXTI thATM SERNL` 'For, are as., re. cola cp. X om ire .• or ext t. plpkg to ano mc�d;ry crrookn to, rate po m Danes taus bats as eon or. pans CCEST. NOT WATER [EATER at . _ is CU_} AO en EL-P-6„ approved exam electric inter bad, 6 jailor. c:aoach , rated at 40/1160 ac, S'20_ W'us - M3.rt has heats on patrol above toilet room ceiling. • -- So mate'iea. movr_kg other on sheet P2.0. P. easNG FIxiW:ES 'roc Gr:c 0.52 Pat Moira • or approved egaL 24•.4'X12', 3 -iron sakseed steel drain boot' Oth vases. breaks, vee.rai woo, adkstebie oU trace par hook 3k` hose thread on epos., dosed stare• ed irk On. Provide Ocoee plated, wan .the one. rat.. Model 930 -AA, her ba Wt era s: -dlcap oth closet Oita endue Verceard- rae Na. 2.000 tutu stele tap ie ethesi 16 gar, itveit,c,r -e, e1O.ateo reeghe 3x3'1 t :h ,an n nor _ . err ., 3H, angle supply stop: ...ovide os date Sea. oLa•1e snaga•<d, ewes Tora seat wen cm. au, Bemis No cp 155 c w . and r �R c n_vn ?Ter o.thle err U' oo' Avl isms., Piandso ^.[refs Nc 03 530, or sous, wall hug uWVt pa, hen. see. doe I V4' Tooted P -trap thogia Rao-. 502A 69°x]665 self clan, rook whin p3 ropes -ate No 321A ronasevabie steams. No. .tin 3r6 e e e•-ope. Nor �w ,brae "ve etrratee ehatoe w s Gd mat wets and der p II be havered Or the a pted cooks 'i condom - Poor Ran CP,- 'JOean aeces 30000 -A or approved equal, 3•, with 6' rood staedad Pheong sham Wv" dear..far toilet rooms as mak red o- aPp... codes. steed m accordance wan dale m end other egos req reemu. Clean°.0 sew urn up and .rmWte flesh erh RHO. floor- coonconate beacon cnr general con,actor anchiamot Cam.. mot ca • accessibe D'keYg =ours'.. (-ON- Ekay Model SO, barrier free,, approved edol, [,ail nothing bracket, 0 gauge, type 302, stain:eas steel, vandal resistant pa, bar sinevaked letters, cool.° with moply ad dale r 3B' a+cle stove and I I/1 acme- sae, ru r - arc bate e raves Seree a a pope. oper oyster operation ano ma oomen Isom Provide comae rate. nor QS pat o great, ado. pass- the M rater p prg Cnea valve to so 3' :.lobe valve up to 3• Gate valve up to 3' Ball valve up to 3' Temp, ad press retie veva 5hodutop Soca ow der va.xs retie. valve Pena red valve Trap seal pshe ■ 5030 FIRE PROTECTION A SYS.. thecae, :_A.TWs AND AIR C' .aRiONII.: The apace F. several shall imet Mesd and tooled .by ream or two nosh top heat pupa CRPU -I • RTU -I, CATPG 4`D PATO;NG 'it's Contractor abet do mil altifng and pato.. req.. to kmtaa any porters of his zi Patch new Merles of [tins oath tyre Bret was removed Rein. patched terra. to oath em stbg adjacent atria., AI roof penetrations .y Ladords Roof. Contractor et Toth. opens. Fre Prdstien systems, smoke detector system, ,.e snail be Sculled as ropred Cae, SS, City Flre Depart., ad Wvarre Regulatnae by a Landlord approved sone. contractor. - Xrat a sothler eystm to nd., chops, -. aCr4rklhe, fealties for proper drainage ad a n oes ash valves, wins w e other per. as maw be rater nerfuked, all in accordance anti Code, City Are Department, eauar. Re3.4ators ad ledlorde Flre lsdowenterb Approves craw. and After rocept or apera al and before Proceeding with dry Iota Rat. ...To. ahafi forward Lon /D Borth. Mop trawl, b4eli prOts brand he Fire Insurance ...tarts ttsb [taro or approval to the 'La... for its records. Notify Ladbrdk enng 12 hove prior to dodo. of Landlord' saother apt. I texeforn th myem .1Ebe tested at water f 200 psi for a psiod of ter l2) hors h :M 4:coer a of Ladiords reqreae'aVVCc as req.. bu Lad., ref, a Came! Coma. Hie<ia .'cal Catraecr, Inlets sated ofMmse. vas Cotractor !hall ,.ells all labs - estates ed eq -pmha for ✓eta.atiw Oa coo.. ad Teta :accapmaob opera,. heating ad arc rad muster her en demob. rcardkg he ro :lowg= L tea a, roof top heat ceps_ caetrtetall Ice recd. etyply smirches ducts of approp atEmuge irmet meal Tor _ rd... sizes. $tram; duoiaork abstanttalt as diovsan shoe Oats., whit omdienotmves ofeesy rad.. -hstaN • adjutabesued.ent daere.. all Oar, duos Seal aladdescft'TA accordance eitn 5HA?(4_ata Jeels!etrwa 2' W... p eeue - 4rsallCiles, ,Efesseen r and - Seal Lass "S' kee Free, - - - are other et reekar - r _s verardor t aTEHrii.Col ed Air Baance,Crm= PatA to acarabtj Ft shoe their ad sitter Sept mss as d of .. Samehtrt o copies of fro - E - va..A to to Thant for approval ad. as raper lThS must be donne prior . to rear pop. Mom an E D.: n-E..F5L' ES.0 REGIS.ERr stands a retail Tao o apposed egcaL canna WI.. Win volt. dal, ' accemed. from .ore. Sam as holed _ ' a . e efaminge ens stgoaR4 __ - Ratve eV reg.., TttJe er approved mgrs '... BIM )ortmnaf beds mai tw:ard Lbd - _ of space and frame to -foot cea, systemkrtalled DiRam. tab. ran earth.. peYs.rU ark. - Pork. flee daepse n cell. dMedrs only W - l • or e m: Sea edea0e R r_T=-P5 • ROOF TOP :s.._S* Pri'L R'l_Ih_R - := Xsta 11 no tentem provided roor ton ocations for roof top trims arcs FaioriCatinc aru rthet...odL See sdedwie For pecificatldhs, bean.. information and Eaditheasi caractor rsponsibilities. TOILET EXHAST FAY Mr roan one nee toilet exile t Tan ore - adxdulec. Extend and code.: toilet ...root ..ct J backearart damper up VT. roof w/ . ,coseneat and bronco-ea. Seance 1,,las:61 rar as a . le screoce. S .OL Ed4 J5 FAN fi - E •r•.r a : 'seta roof mounted smoke exhe,et ran 7, Oca. d as or pan. Oars. Or thaw rotor full erne Poh Broke e© a orb u./ bad.raft damper. end :enema., in ,Joist epees. Salo. 6... Oi dust fon as memos (n scheme._ reefer to 'andloof tte drawings for ado/ha:nal specification axe reoulrements. - Ca No 3l, equal hare w hos No. 040,1141, or equal - H. INS15ATIO6 Garo 428, 634, or equal Apo. Ser W - 10100, 10-200 Diktmorl- All mpply ad eaten air duetwwk 14atta 10- .nog ri4or equal, Mau be amd math I" Bass fiber Robb 3/1' M x 3/4F - - duct Ins m!th black mat facing. Duct ihs Ode 50 lhx), Wade 5 (reed, all MvstoductNHy rot to erne., 75 Wetta No. 005, w equal BN/.°+gRFAR at jean temp ratee cf •15'F. Letts NO. 36A - 3/4 or equal - - Lirs salt Ova moud..sorption coeffofea Late No. IS or 56 At COO freq., on 9 maptng and 1 been No. en. thVress. f'ede a rood diet may be wed for n a d o. _ - to f.h.b. aAlea: Rand duct will be externally wrapped mtih I thick 11/Yr dens. insulation, ROOF WARRANTY Thant or Its Contractor, Arlon )a malting any penetrations though . roof, shell contoot Property. Manager to doers. if a roof marearay Is n efrecL If, In reel, one b in erre. Torn shalt as Its sole cost arc immense,. ob... to use thettpecif, Convector hat maintains the warranty for any pmetratlane though the roof J. FIRE STOPPING-. No. end ,stall flrenmoke damper barrier perestratlon wale stall openkger for medan.l•4eme such as pipes, duct, etc. In malls, floors or other ethane. or consteuetlon The systene ell be 3M Fire Bawler Sealed System, Flame Sate Fire Retardant System, Dps Coming a equal v lire Tetlrg condition ad eubstrats before cxm- enchg main ad correct ueetbfact, cordltbm eh. Coups.. Materials to be used .11 be asbestine free and .reply tih UL 141.3 or A61•1 P814. CO. the avface to man...* recomfendatton before epolloaDof. mete ll meal mtartals In accordance with UL and manufacturers, recrnmrdations, and pro- , feet fine peuatad metslmis from aeoeeMry traffic - Aft er application, as seals shall bet Imrerined b5 the contractor NO .11 than be adnedaed Ya Inspection by to governing authdrky before corneal. emdosws - a're epplfed, --- -- K FIRE DAHPER S G.IVenimd atoll amen type with nterloWg bodes, .tanko steel c.a. springs ad latches ror hwiz- mesa, o-etalatloi,tikaes_out_of airs., Nefdk Inks. UL Estee.. L. DUCT, SMOKE DETECTORS Finn. ant Nate ll an ionization types emd._: duct detector in the supply e- fatten. air duct to de- energize the unit upon smoke detection. Vestry requirements with landlord prltar to Tyk21.1 for RTU •I and RN -2, - M. - Controls: Famish a21 Install thane noted at .., all control vohage trMsformse, tremostate, maroon controller., relays, cwiedors; dampers, actuators ad all other matsale esceoady for a corolese ad ocperly opsathg tmrysattre control eMeean en specified belc ,Ail. control whirs shell be by tie contractor and shall be installed n a con.. N. TIER Iestalr 'LaN_fjiiovidgd-tglitetats tdconerof iM -operation for mph roof top Mat pump (RN -I / RN •2l as shoos on Mi O. SEC.Or. OFOPERATIOnS - COOLN 6YCLE - OCGUPED'NOR: Upon e mall, spa. to perate -a above the setk:ofWte 'teaostat the Mat pt. saes) :ogde as required to mkKdn apace toperature at tie tiheostat swoosh 1M 95,11, ran m.11 operate con..., and the cutdowalr damps shell be the ern • hue outdoor air e•Jalpu is below to return air aarelpy the roof top heat pop operation shalt be controlled byte economize: ....rice _ Muhl eled/ate ire outdoor ale, return e r and relief dampers to introduce uP to .0 x outdoor air to satisfy the tooling load n the apace 14E204VG - CYCLE - OCCIEIEO ITC 1R: • • Upon d drip In apace temper.. beow'tre setting of . thermostat the hest amp ehali cycle as rewired to paint. space t®peraes at the ptermOtat setpo re. Tess supply fin theraperate nopirtrousiy ad tM outdddr as dampe - II be tM eVmma position. • COOLING CYCLE - 040CC1FIED IJOUR upon a nee In soacettemperaure above to matting or the thermostat, the Mat pop the shall cycle as requree to ma1F4.n apace . temperature at the t!rimoetat sepouw The supply ran shall cycle as requlredand.. outdoor or deems shell be In tM dosed poelt!dn. 1 • SC& : 3/e _ c - o* MECNANUCAt LOA, hiCeES - CcThERAL FA5: N RTU TO CURB PER MAN,. ITC-COMMENDATi EXISTING HEAL DE rye. CNTRACTOR r0 VERIFY TiaT METAL DECK FLUTES O WON BLOCKS ARE FASTENED I N JOST. 'r NOT, FAS.IIN (2) DECK .LUTES TO JOSTS a/ 3/16 POWER AOTIVATED FASi CR 3/16 SELF DRILENC SCREWS PER MUTE N EAST /FEES DIRECTION CONTRACTOR TO h R',f< RN`S E MAT .Y EQUALLY 1 STRAIT. (2f-JOS1S PONM.T NCRAI/SOLJOO 00EC505. RACE RTU -1 le FM -2 SO - RiAT NORTH EDGE CF RN 15 3 -.,; SOUTH OF GRID u FOR RTJ LOCATOR SEE MI.• L aIJRC WALL INCJITE S:ARTI P 6 ALL SYSTEMS, RMS.. CF OPERA....:) MAINT .NCE INSONC :IOAri. AND OE YEAR a:ARAM.. CQ4£4CNG ON DA 'A 6 ACCEPTANCE ST T. TENANT. 2. ii.CM8C SHALL ALSO I:D_iDE TESTY. AND BALANC@G OF AC. SYSTEM. CONTRACTOR Steer. SUBMIT COPIES OF TEST AND BALANCE REPORTS S.A. RESULTS OF BA.sLVCBl OF AIR Ct: NITA -S TO . _ AN RECI111.T EMS. r.Ae ALL ADJJSTM9.T5 AS RECOPIED TO FRO DE DEECth A:R P_Ct: 3, ARMS, DUO CB C 6 5 AS MX, DR...5 TI AC SYSTEM TO "NF TBJAN CveY2,u ALE AP2 her. OR SUS,' A _E TER TO THE ETON' ate5 TST4L> L- d ,R PANS, AND S = GPICA71 ,S 4. _OD, AL EO2M - ` eke, AND 7:ARRA.'!= E'OTENANT a" ' -E COn°_c•:P v 7. °RO:E_ PJRvS.. A.. "_^. =Rt V FCLn'B.. W SPF�= =D Eicf. -�T WE2� SPEC:AC d A°PFOVw Fil2 SY-u'- 7.17, S Gra: BY TIE ^c.mr:NT 6. FROP05A_ StsL- EL. ON SFECGm MATER, AND EOJiP•EN N ORDER TC PROMO CC M., TIGT4 N?.Et�R BDDCRS drE ENCOURAGED TO SIERT A_?E4NA - _ PROPOSALS ON ANY ALTERNATE : aTH21ALS nr.'D/ax EC IP•ENT reE _. 05 TO PROPOSE, arllDaGz ANT FiR!. GORGES EfTEl7ID BT A C.-PfAV(i Cr ALTERNATES 1. COST CA ANT het. ..CURED BY OT.R TRADES O. TO .236TITI ION CF AEI TERNrA. EQUIPMENT 5N L t BE 'KUM. NT. ALTERNATE ARCMS._ 8, ALTRNATE PROPOSALS W1 . ACCEPTED, * REJECTED BEFORE 15614NCE CS CONTRAST. NO CtNANC.s tats BE ALLOIED AFTER THE CONTRACT S SiCnED. YERAY LOCAL C NDITICNS AT SOE 10 CONTR. O'iR.T um ALL APPLICABLE CODES. IL ffiPFE AND PAY FOR ALL RECallIREO mania. O. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILAG GRID, LIGHT -.. FIXTURES, ETC. MECHANICAL itgdC NOTES - AIR FILTERS L CN TIE DAT CF STORE CCAST8C1IO4 COMPLETIONDIJRNCNER, TI$ AIR CCNDOIORIN EGNIPrBdT FILTERS, F ANT, WETTER Sea CORSTR .TION OR EXISTING) 66441.1. BE REPLACED/STN NEOPLTERS. ADD LI 1/1x1 1/143/16 :VELD TO 'Oe' 4 SOT. CA-•0I5 !1 SECTION @ NEW RTU (STRUCTURAL INFORMATION) R06 CURIE, FASTEN -0 BLOCKING :/ HM. (22 90 3" MIN LENGTH SCREWS a JOISTS m 12" O/C BEYOND 246 UOOD BLOCKING FASTEN TO JOIST IR "1 THREADED ROD UATH TOP NJT COUNTERSUNK BOTTOrT PLATE WASHER THROUGH CENTERLINE OF 'JIOOD, REONJIRED , lei LOCATONS. EXISTING 1605 JOIST SPANNING EAST/JEST NCI 29 BRUCE M. CARLSON AR KTECTUFE FLAMM DESIGN BRUCE M- CARLSON, AM NORTHWESTERN B:Ji_cmc 219 N. 2ND ST SUITE 301 MINNEAPOLIS, MN 55401 PHONE= (612) 338-6677 FAX (612) 338 -2995 E-MAU 6tlfoecmarcitcom CONTACT LISA M- HULNE/ 5_ MICHAEL WILL (773) 247 -3138 CONSULTANTS IECSi/ ELECT_ PLUM. O(li-IAY ASBOCWTE4 8200 NORIAADALE BLVD_.500 If6EAPcX$ IN 55437 -1075 HEAL 14A000ILA (952) 8201100 (952) 820 -2260 SAX SIGNATU Dunham Associates Consulting Engineers ■ r certify the: this drawing as oamared oy me or trader my direct oarnisior ana mat I am a duly Leos. Professiane Engineer under the Icons a the State o' Washir:;!c^ Dole Rolland tc tt - GATE ISSUED 2 REG AO 6259 . --- • P9iMSlt®eliA I cumems :.. SOUTHCENTER 633 SCUD-CENTER V W SW 1 - CEN 1 Gil MALL TUKWILA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TTILEt MECHANICAL SPECIFICATIONS REVISIONS DATE: cmM" tte OCl2E varnert er. PROJECT N0: 0401730th DRAWING DATE 10/11/01. DRAWN BE DS I V 1 SHEET 3 OF 3 MECHANICAL SPECFCAP,ONS 15010 GENERAL PRO'JSIONS: (The word 'Contr.." in this section snap refer to Cc. Comers Plumbing, Fire Sprinkler and RV. Mechem. Contractors). A. B 0. E F. H At the completion of the wor, this Contractor - shall remove rubbish, dirt and stains caused by his work and shall thoroughly dean dl mechanical work including ew+?m..ent, f¢tures, ductwork, piping, appiionces, et- I. This Contr c shall touch alp or reFnsh the factory finish of eg0pmem maned curing shipment or instonotim. - - This Contractor shall suer. s".. drawings for such equipment and m trial as the Engineer may require for his review. Fr gdvers must take place before ceestruction.a... K. 15015 DEMO UTIO4:" ' 2. _edp cent c c meter. tag removed sec.' rernein the property of - - 'cc hems _ shall 'indicate which any ere c D e nor retained. o Items t be salvogea- sneY.be moves tc ce Um that .s designated by the Owner ' other pmn4 . wont. by the Owner, sod.be moved fra-r. ore -_ site cnd be popery deposed - } Where misting wa. other portians of the building require patching after rernat of materiel s equcmert, the pething sC be the responsibility or Ins Contractor. if 4. A- _COPE. The current ens at K wit ans.° in stereo,. fromi by the American Inschute of Architects. shop be part of this can.ree,. The Articles °d k this Division ant in Architectural specifications rney emend. :noafy, supersede, or suptiNement the Articles of the Gerry ' Conditions tad in paragraph 15010(A) above. and k take precedence over the provsons of the Geerd Conditions in 150,0(AI. The Contractor is referred tc the Architectural, Struc.or and Electric, Vans and ...r ratio. whin are hereby part of the contract.- Provide ail work cod .materiels cs req.. herein and on the drawngs'e £iN accordance with Nations; State anal Iota' Codes, Odmaces andfo Regulations ticking ' prisciction ow, this work This Contractor viers :eke out di necssery permits, Ithenses end ce ti .c_.__ and pay all tees connected th,ew.t_ Bidders shot; ,sit the site c .rnkl se themselves kith . NI co the war, Drawings oe,Dogremmetic_..:d nce,d to show the approx'cnote location urine, Specifically dimensioned. Coordinate the woe with the - other trades to avoid interference. ShoWd meMonical work a 'tared W1idh Ln with the aork of other ca"aractas, such work shill be changed at no oddichor - cdst to - Casucl Corner s. 'Record" d ^wings shell be xarded by the - Contracto if installation °e :es from the original layout_ Remove ai piping. C•..°, cnd equomre,L not being reused. - PiPing and accessories_„.... asmcated with eari°ment befog remove, Mt not necessarily noted rr nrawngt s,au dpu be removed No a bestas work a any rehire do performed by : e Contractor pursuant contract. If during the construct. of cf.is protect, w involving coo - suspec :ed. tered, promptly no the Owner, rile or he owner with ha own forces a-.py sate contract, shaii be onsbree fon complete removal and disposition of the asbestos- 1. the Contractor dam that delay ono ...ion, cast O hvervec oecwse of this action, he a es provided elsewhere in the Con., Documents. 15015 PLUMBING: (The. word 'Cgn : :..', • in this sha•i re. ' w_ _ Plumb mb n; Cora...) Unless ,-rate rise. trio Contractor seek Icbor, materials or s ant ice the ' insta•lat :en o` complete and Tenant acceptable operating plumbthg system whiten desQlbed. ndud;ng: - and cold water systems connection t trig s cry sewer systems. plumathg thrum . miscellaneous oum_ y and insulation. - - Sewer e Vent ep:, g. Berl segos k In fees one oakum or neoprene camprsssion joints Above Cr... Scnitcry 'r and Vent Piero: Bel en test iron with lead end oakum or neoprene com joints or rubles cast iron pipe cnd jointing system except that type MG was: couplings shall be used for stocks more than 25 ft. high. Vent piping may also be- Schedule 4O galvanized steel with cost iron screw. drainage fittings. Vent piping passing through rook Cast iron with not less than 12 projects above roof cnd 4 dir.J.kr . 0111 approved frost pdrets. Water piping - Type' "I" hard copper with wrought copper fittings and valved at the tiztur.. al : ofurnbthg pipes as recur. by State C y a ocd Codes and Ordinances Tests _ st x made.ir U1e presence at tha.ympa on odic.... author. sor..folives of Gaol Come: s Architect .. -•. Landlords Architect. Famish dl tes: certificates to the Architect. .SINNG TriE WATER PIPE & t the errire vote supply system, firing h - t . PPM o f awn e aliow to stand for suhours cnorthe ush baron_ n•ng c returning ry g to . thsthme a- e ran ware thing and ra.cwpter °none with 3/4 fiberglass. di-purpose ;d x alt is 'rings wkhm mitered segments and thdiete vapor eels_ Insulate exposed piping tw nand.. lay with p.emolded insabvon. CJTT'NG AND PATCHING: Ths Contractor shod do on :'t rig ere pc. ..0 rewired to ^:stall any partL^n of ... «ark Pet, with . , ,.rinds of the t von at was t ew Ta: Refm9: patCee notch exalting edjoce:t surfaces _ etrotians by Landlords Root Cd oreotor et Tenants expose &RdTAR! SWAGE: Connect waste prong to existing Srn!tay • o at-the approximate loccfion shown Verify exact location and invert eevalion >dare commencing wok. n. C'3_`, WATER SRM.: ▪ �� and -_toll new ppmg from the oNn: of ending ppna .a oral induakg action t4 new plumbing fixtures an_ water neater as shown on plans. _CMES'C HOT WATER NEATER Scar neater (NH.): AC. smith ELJF -6, or e rued egos, electric rata heater, 6 gallon apa ccity, - rated - al 120/1/63 as_. 1500 watts !hunt water heater on platform above toles room ling. See water heater mounting detail on erect M2.0. F,VBING FIX ,RS Mro Sink (MS): Fat Model fuss - 2424 Mooed Stone. or cpprmed aqua:. 24 "X24"%10•. 3=nc• finless stee Groin oody. v ^ m oreaker, m:egr_. Jtops, oapstable wall brece now 3/4' hese th•xa on sport. darned she,. one me dated, w . ountng • faucet Maud 183D-AA..-none brad,et se map hanger. - Tony (LAVI_ Amer P : - w 699P2605 self c .o snore o terlds. : °° Gak+ (m) n ewt rouaL 3'. w eh 6 m nor anaora straeer XAL One. vane up to 3 p to 3" Cele calve up to 3 Bail wive up to 3 Temp. and press relief w!ve 4ockstop Bock. rprewsnter - Vacuum relief wive Press red wive- as sea. primer `1;k-%,-,1! dal sive ore under es anon rota drain /7,7' insulated with code corn series 30000 -, m Promising contractor shah hist. �c� s fotoilet requreo itbyh M a k w v1Ta:r. e =ere o mee rewPamei,ta. oeanwss rth gonad G is must are Drinking Fount., (OF): clkay Model SEC, bonier e' approves ec:al, well .mounting bracket, 18 gauge, type 302, stemless steel, vandal resistant au. hor awed letters, complete with supply cnd train v, ,s, 3/8 angle stops and 1 1/4" iNe Ca- , sr. c finish are inatah valves anere ...,,rioter on pan and necessary to °rope• system operation and component iodation Provide raves eted for 125 asi or yr...L. warkinq press- ure in crates Piping. Crone No. 37, or equal Cone No. 1240, 1 241, or equal, Crone 428, 1334, or ewd Apollo Series 70 -100, 70 -200 - Watts IOL mod. M4, or equal; . 3/4" M x 3/4 Wade 110 (hot). Wade d5 (a,e) Watts No, 009, or equal Watts Na. 36A - 3/4 ", or e qua) 1" Watts No. U5 Josom No. 88250 :5030 PPE PROTECTION: 15040 - I SYSTIBAS: F , Protection systems, smoke detector s e It'A, etc shat be mstdled as rejarred by Ca.. NFPA. City fire Department and . Regulations by a Landlord apprc. epnr,ds contractor. . in t sprinkle system de drops, spy : !ors, .1ities for dr ag • necessary .ey test Ives, orifices other ethliorneht as may be rather required. all in cadence with Code, City Fire Deportment, insurance Regulations and Londords Fre Jr'Cerwr :tens Approved drawing and s:.etificatiox A :e receipt of =pro. and before oroceeabg.aiih any inst,,ion work, Tenant shdi tomcod two (2) s ..ter shop drawing Muelne prints bearng the Fre Insurance s stomp of cprroval to the Landlord tar' hts records. Notify Leonhard in whoring 72 nwrs pricy So shddo. of Landlords sprinder system. The sprinkle system 484 be resist at water pressure e' 200 p0g for a prod of two (2) hours :n the esoce of Lendsds .epresent°.tie or es required by Londod. HEATING kEN tiMG AND AIR CufOiTICfiSNG: (The 'wore "Contactor' 0 trio section steel refer to Casual Comer's Mechanical Contactor.) A SCOPE L' °!ass stereo otherwise,ths Contractor sndi amnion cl! l ,or, o mot0 and equipmentier install.. .p!ete and lens. acceptode operating heating and c� conditioning system Iter, desnmea, including the fob 1- Two (2) roof top heat pumps Ike space in generor sit! ce heated and cooled by mecca of two roof tap Sect pumps (Rib -1 8 R1U -2). B. CUTTNG AND PATCHING: Ehis Contract. nick de dl cutting end aatchirg required to Mete any portion of tnis war Patctunew •recterims of the some type Mal wos removed. Reim, patched surface to notch sung adjcaent surfaces , roof pnetrc..ions by Landlords Roof Contractor c. .marts expose. G D.TWORK. o1 oar :ow ,-adty supply an6 -rtim m . ducts of icropi Hate - gauge sheet metal for indicated sizes. .Extent ductwork sWSiantially es Crown co these donnas with_ pants -ant wives of easy - � Msta9 °apts.. quo:ront,mpess n _i branch duds. Sea Qu dlchrork c. coax.. with. .A..A don., t W.G. static ores., - Sec'. G BBetween acc • W.G - Sea: Gass P bss titan . W.G _ea Cass - C- D_ct SLR sbwo on , cwngs ore rove denerlwar- _ SYSTEM 3. Ah c Pre cethlrect, sus hoe ° Ger,. Ar Bd.. Con- tractor t acer atey bahmce the air ono sato te. es appikoble. 8408221 too cap of the m e report to the Tenant for 'app.. l end to_. to e a iondord ors req,_ired :This must be done prior fah, payment From Te1.t_ c DIFFU8RS, GRILLES AND REGISTERS: Provide k ktstdl:Tyoo oy approved ego cdeg diHusns -with vatual8 daniper arable an stare. Size as frona.m sasingi end schedules. Ream air redness. TINS a approved equal. with hdrban 8 blades.moudpd. toward bed f 1#'apace and thane to support cerngg synern'iutaaed. Oiff /keg; color N. ma. that of the coking install.. Provide fire dormers ie rig diffuses may when -'.o' codes ravire theca -Seenchedute. ROOF TOP HEAT %311PS,' ROOF TCP IEAT ',MPS RT11 -11. 011.1-24 Install new :sadist provided roof top units ' Verify .o<a:ors for roof tap 'inane 'before ...frog any ductwork Sea- sdiedune for spec;ncoUms, bal`anaing .information and additional contractor respaesioiities. 6. - - E.AUST SYSTEM (Of -t k Ec -2) T8LET EXHAUST FAN Install one new toilet exhaust fan cs scheduled. Exceed and _connect toilet exhaust ougi w/ backdraft damper up thou roof w/ gooseneck end birdscreen. Balance exnaust fan as shown in schedule. tau SMOKE EXHALS" FAN v-2: - F:norm and nst. new ounted smoke • Gust far. in acer. on as .own on peon. Duct dh r thou roof fun size from irnoke " exhaust fan <orb w/ backdraft d0nlpe' and terminate up in pat gpcce. Balance smoke • t f, as shown in chedule. a er to landlord rim drawings for additional specifootions and requirements. H. INSULATION: Ductwork: -Ad supply and return air ductwork shall be lined with 1 glass Doer flexible duct finer with black mat facing. Duct liner shell have ...Ditty not to exceed .25 '- B7U /Sq.FL/T/HR at mean temperature of 75T. Liner must have and absorption coefficient of 56 at 500 frequency on 16 mounting and 1 thickness Flenble round duct may be used for run-outs to adi AL:al esti.. Round duct will be externally ooyped with i thick 1 1/2• density insulation I. ROOF WARRANTY Tenant or its Contractor, prior to making any penetrations through the roof, shall contact the Property Manager to determine if a roof warranty - in- effect. 42,- .104act, one is in effect, lancet sha0, as its sole cost and expense, be obligated to use that specific Contractor that maintains the a2an88 far any penetrations through the roof subslMte - - - - j. FIRE STOPPING Furnish and install fire /sr .e damper oarrier penetration seals at all openings for mechan :ran items such as pipes, duct, etc. in walls, flows ar other elements of construction. The system shun be 314 Fre.Bonier Scorned System, Flame Safe Fire Retordanl System, Oow Corning or approved equal. Verify existing conditions and substrates before coma arcing work and correct unsotisfaetary conditions where required: Materials to be used short be asbestos free end comply with UL 1479 or ASTM E -814. ' Clean the surface to manufacturers recommendation before application, ins. seal materials in accordance with UL and manufactures recommendations, ond pro- tect the insulated mat,as from necessary traffic After application. dl seals shall . be examined by the contractor and shay then be scheduler (a inspection by the governing authority before concealing enclosures are applied K. FIRE DAMPERS Galvanized sled curtain type withinterlackmg hfades, - stair.. steel closure sprngs and latches for horiz- ont, installation, blades out of airstream, firs. Forks, UL Usted 33. L. DUCT SMOKE DETECTORS Furnish and install a ionization type smoke duct detector in the supply Pe return air duct to de- energize the unit upon smoke detection. Verify requirementsanth landlord prior to bid. Typical for RN -1 and RN -2. Contras. GENERAL N. THERMOSTAT Instep tenant provided lightstatsto contra the operation for each roof Sopicarpur,. (RN -1 & RN -2) as shown on MI.. 0. SEQUENCE OF OPERATIONS.' COCIJNC CYCLE_ - OCCUPIED HOUR: 'Upon o rise in some terttperatpre above the setting of the thermostat, the heat pump shah 'cycJ as requred to f m space temperature at the themeetat 'setp.t. The Supply 1 Qa1 operas continuously and the outdoor r amper;salf be the mini. position Mast, outdoor air enthalpya 69, the return de nthaipy, the roof top heat yump operation shoo be controlled.oy :the ecanhpaer. The economizer snail modulate the outdoor air, return or and - relief dampers 3o tetredbce up to 100 X outdoor air to satisfy the coding Twd in.the space Furnish and install unless-noted otherwise, all -.. contra koltoge transformers, thermostat, sensors controllers, relays,,contactors, dampers; oct.tors end all other materials necessary fora complete ond properly operating temperature control system b s specified below. All control wiring shall be y the contractor and shall be installed in e conduit. HEATING CYCLE - OODURED HOUR Upon d drop in sp temppraohe below the setting of the iheinhelliVTS0Tteet- pump 2a!l 0)40'00 required main* spode t�e� eratu at the thermostat salami - The - fan shall operate continuously and the outdoor air damper shall be In the minimum position. COOLING CYCLE - UNOCCUPIED HOUR: . Upon o rise in spa4O terperature above the setting of the thermostat. - the heat pump unit shall cycle 0s required to mtttt5h space tempercture at the thermostat seta° t. The supply fan shell cycle as rewired and the outdoor air damper shall ben the dosed position. FASTEN RTU TC CURB PER MANUF. RECOMMENDATIONS EXISTING METAL DECK NOTES. CONTR,OR TO Wit, THAT METAL DECK FLUTES ® 2.000 BLOCKS ARE FASTENED TO 1057. IF NOT, FASTEN (2) DECK FLUTES TO 1515 W/ 3/16, POWER ACRVATED FASTENERS OR 3/16 "0 SELF DRNLNG SCREWS PER FLUTE. 2- IN EAST/TEST ORECT!ON CONTRACTOR TO ?LM2 RNS SO THAT :HE2 EQUALLY SDP* i (2) asTs LIN0IUV. se NOR64 /SOIPH MELTON, FUk2E R1U -1 . 370-2: SO THAT NORTH MME OF PIT 15 - 3 SOUTH CF .El .1 F. RN LCCATCN SEE MI. SECTION @ NEW RTU (STRUCTURAL INFORMATION J S'alE: 3/<" = MECHA"L WORK NOTES - GENERAL 1. PORK SHALL WC JOE STARNP 0 ALL SYSTEMS, RIRN'.SHING (k OPERATING AND MAINTENANCE INSTRUCTIONS, AND ONE YEAR GUARANTEE, COUMENCING ON DATE OF ACCEPTANCE BY THE TENANT. 2. WORT( SHAL ALSO INCLUDE TESTING AND BALANCING OF A.C. C. Snit CONTRACTOR Si., SURAT COPIES OF TEST AND BALANCE REPORTS SHOWING RESULTS OF BALANCING CF AR Q S TO PLAN REQUIREMENTS MA. ALL ADJUSTMENTS AS RECUR. TO .PROVD28 0180 OES. AIR FLOW ENS NH TWO 2 CCt9ES Ltc AS BUILT DRAW.NGS 0 THE AC SYSTEM TO THE TENANT FOR Rt - ANC A-ti. S S L ED A E P T O THE ?`_ -WANT CONF1RkaNC THA? THE SYSTEM WAS INSTALLED AS PER PLANS AND S- ECiFlCAAONS. . FURN15H ALL EW'PMENT IAN' ALS AND WARFANDES TO TENANT A? ThE COMPLE'CN OF THE PRO.__ _. FURNSH ALL IAATE .ANC EQUIPMENT. AS SPEOFlED, EXCEPT WHERE SPEOF G APPROVAL FOR S'JBS^:303N IS GIVEN BY THE TENANT. 6. PROPOS., SHALL BE P.A ON SECrTED MATERIAL AND EQUIPMENT. IN 050 '0 8 2 PROMOTE COMPETIPON, HOWEVER, BIDDERS ARE _ 10 SUBMIT ALIT,RNAi PROPOSALS ON ANY ALTERNATE MATORIALS AND/OR 82 EQUIPMENT THEY WISH 0 PROPOSE,:NCLUDCIG ANY PRICE CHANCES E<FECTFD BY ACCEPTANCE OF AL?ERNA?5- 7. COST OF ANY OrIAt1GE5 2820. E BY OTHER TRADES DUE TO Suasinur1 OF ALTERNATE ECUINIENT SHALL BE INCLUDED PI THE ALTERNATE PROPOSAL_ 8. ALTERNATE PROPOSALS WWI. B€ A OR Tff0ECTm BEFORE SS IUANCE OF CONT NO CHANGES WVI_ BE A:LOWE8 A THE 00NIRACT IS 572100. 9. VERIFY LOCAL CONDITIONS AT SITE. 10. COMPLY WITH AL APPLICABLE COPES 11. SECURE AND PAY TOR ALL REQUIRED PERII., 12. SEE REFLECTED CD1I20 PLAN FOR 0(ACT LOCAPCN OF CEILING GRID, UCHT FIXTURES, ETC. MFCUNICAL nOwn NOTES - Am EILITRS „1. ON THE DAY OF STORE 04245 01842 COMPLERON RNOVER, THE NR 8448800122 E849PM82T 21211PV2' S. E ANY. (WHETHER NEW CONS 011080 OR EX 51805) SHALL 8E RED WTt1 NEW FlLIERS. ;F LARGER THAN 6 ", ` ADD LI 1/2x1 1/2x3/16 WELD TC TOP & BOT. CHORDS ROOF CURB FASTEN TO BLOCKING W/ MIN. MIN 10 3 M LENGTH L SCREWS ID JOISTS & GO 12" O/C BEYOND 2x6 WOOD BLOCKING FASTEN TO JOIST W/ 1 "0 THREADED ROO YAM TOP NUT COUNTERSUNK. BOTTOM PLATE WASHER 1/4"x3 "x3" D,R000H CENTERLINE OF WOOD. REQUIRED AT (4) LOCATONS. EXISTING 16H5 _01ST SPANNING EAST /WEST i 0 BRUCE 1 I F !. CARLSON ARCHITECILRE M BRUCE M. CARLSON, AM NORTHWESTERN BUILDING 219 N. 2ND ST., SURE 301 MINISEAPOLLS. MN 55401 PHONE (612) 338 -6677 FAX- (612) 338-2995 E-MAIL infoacmarchcom CONTACT USA M. HULNE/ S. MICHAEL WILL (773) 247 -3138 CONSULTANTS ME-Dif ELECT, PLUMB DUifAY ASSOC: ES .200 NORMAN:TALE BLVD, 4500 A48!'EAPOLL31. 55437,075 PEN- AlAKKLUA (962) 820 -N0O (952) 820 -27E0 FAX SEAL Certification: I hereby ratify that this drowin5 cs pmt ed by me or under my direct suoe,+ision and that I an a duly Licenser Professional Erg,. under the laws of the State of Weshngtcn Dale Holland SIGNA ARE 10 - -01 DATE ISSUCD REG. NO. d Dunham Associates Consulting Engineers 26259 E wa SOUTHCENTER MALL 633 SOU1HcEf7TI.dT MALL TUKWILA, WASHINGTON 98188 SPACES #A -120 AND #A -124 SHEET TITLE MECHANICAL SPECIRCATIONS REVISIONS NO: DATE DRAWING DATE: DRAWN BY: BY: PROJECT N0: 00043014 tv3 10/10/01 DS