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Permit D01-264 - SOUTHCENTER MALL - CHILDREN'S PLACE - IMPROVEMENTS
DO1-264 Children's Place 62 Southcenter Mall City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: . Water: Wetlands: Contractor TENANT OWNER CONTACT WARNIN(: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 262304 -9023 1062 SOUTHCENTER MALL ARET DEVPERM 000 North: TUKWILA License No: .0 South: -Sewer: Slopes: CHILDRENS PLACE 1062 SOUTHCENTER MALL, TUKWILA WA 98188 SOUTHCENTER JOINT VENTURE ATTN:, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 KENT FAHEY 3019 HOLLINWOLL DR, KATY TX 77450 *********** k******************** k*** k*** * *** * ***•k * **kk * *•k* *** * * **kk ** Permit. Description: TENANT IMPROVEMENT. ************************** k** k*******: 4** * * *k * * * * * * * * * * * * *•k * *k * * * * * * * ** Construction Valuation: $ 60,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb 'Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: andscape Irrigation: N oving'Oversized Load: N End Time: Sanitary Side Sewer: N Sewer Main Extension: N N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N •• Public: N * * * ** * * * * * * * *** *ih* ***• k*** k************************** * * * * * ** * * * * * * * ** * * * ** *** * * * * * * TOTAL. DEVELOPMENT PERMIT FEES: $ 1,182.19 **** kk*: k******* •k* *•k *kk * * * * * * * * * *k * * * * * * * * *k 'Permit Center Authorized Signature: DEVELOPMENT PERMIT Fire .0 East: TUKWILA. N Start Time: No: Private: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: Phone: 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 provision of any other state or local laws regulating construction or the performance of work, I am authorized to sign for and obtain this developmen ermit. Date: tc2 j_ _ Q� Signature: Print Name:�_�L�y 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. (206) 431 -3670 DO1 -264 ISSUED 09/17/2001 03/16/2002 STORE 1997 SPRINKLERS .0 800 - 556 -8641 _ i_l _ _ Date: 9-0-.01___ caress: 1062 SOUTHCENTER MALL Permit Nu: D01 -264 Suite: Tenant: CHILDREN', PLACE Status: ISSUED Type: DEVPERfI Applied: 08/2.3/2001 arce1: #: 262304-9023 Issued: 09/17/2001 ** * * *; * * * * * * * *•k *** * * ** k *. *•k * ** ***•k*•*** * * * *•k•k *•k•k* * ** k k *•k * * * *•k * * *•k * * * * * * ** * * ** Perini't Conditions: No changes will be made to the plans unless approved by the ;Engineer and the Tukwila.Building. Division, Any new ceiling grid and .light fixture installation is 'required to meet:.:':fateral bracing requirements for Seismic: Zone. 3. " • Partition walls attached? to -ceiling • ling gri must be laterally 'braced if. over .eight (8) , •feet "in length • Al 1 construction; to be done in conformance with approved •plans and requirements of the Uniform.Building Code ';(1997 Ed i t i;on)` as �. amended,� ' 'Un i form .Mechanical Code (1 997 Edition), and MaShington ':a tote Energy Code .:• (1997 Edition) . Val;idi''ty''of Permit. The , issuance: of a permit or approval'; of planr ', Specifications,' .and computations shall not be con- strued to; be a permitt for,' or an approval of, any violation o F r:any of • prov i s ions of- the bui 1 d i ng code or of . any Oiler :ordinance of the j'urisdiction No permit presuming':. give authority to viulate` or cancel the provisions of this C ° oqe shall be•,.val id, Electrical permits shall be obtained through the Washington S tate Division of Labor';ani, Industries and all electrical work wi l 1 be inspe;ct ed by that agency (248 -6630) . i ere shall ,be no occupancy ,of the building (s) until the f,.inal •;-ins'pection has been completed by the Tukwila Buildin InSpecJtor.. Al T' mechanical. work shall be under separate permit issued the c ;'of.Tukwila Al permits, inspection records, and 'apj roved' -plans shall ;t be availlable at the''`job site prior to the start of any con- - str uctl'p,n. These documents are to be maintained and avail- able until final inspection approval is granted. ** *FIRE DEPARTMENT CONDITIONS * ** • The attached . set of plans have been . reviewed by The ,'Fire Prevention B'ur^eau and are acceptable with the following concerns: ,Y•ti • The total number::. <:of f i r e re extinguishers required for your establishment is calculated at one exting uisher 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) • 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 CITY OF TUKWILA between the bottom '0f the extinguisher and, the floor sha l l not be less than 4 inches. 14 .,Extinguishers shall be located so as to be in plain view (if at ali possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NEPA 10, 106.3) (UFC Standard 10 -1) . Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) ,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 years, dry -chemical and .iialon- >type fire extinguishers sha11.,.:'.be`'empti,ed and subjected to the , applicable recharge procedures (NEPA ,10, ` 4 -4.1) If the required monthly and yearly inspections of the _fire :exti ngu i sher, t's) are not accompli shed or. the inspection tag is not complete,. a reputable fire extinguisher service company w i11'be required to conduct these required surveys. (NFP,AJ0, 4-3, , ‘4_4).' Maintain fire' extingu i sher. coverage throughout. ' No , ,p:o:inti i,n an unsprinklered building may be more than 200 feet,tk from,: ex'i t, mea's'ured along the path of travel. (UBC 1).. ,., otht in a sprinklBred:b'uildi ng. may be more than 250 et, f'r:-oman. exit, measured, along the path of travel,. ; (UBC` '4.2.5.2.2) Ekiit doors shall swing in the direction' of exit travel when. serving hazardous. area or when ',servi ng an occupant load Of 1,, 50 or.- re;:: .. (UBC' 1.003 3.1.5) Exit .dpors shall ,be ,. openab l.e from the inside without the ise of a ,' key or '-,any special : knowledge or effort. ,Exit* .d,r,ors' .,not be Tocked, chained, bolted, barred, • latche r- other'wi se rendered unusable All locking devices shall,:: e'o an approved type. (UFC 1207.3) Dead bo ' % 'are : : „ not allowed on !auxiliary.. exit doors Un l es the dead bolt Is automatically; retracted when , the door handle ;, .i is engaged,. ,from inside :the 'tenant. space. (UFC 1207` =:) When two , ; or more~ exits ., from a story are, requ i red, ex.;i t;:. signs shall be led °at :.the re:quired exits and .where otherwise; °. to clearly indicate the direction of .egress. (U,BC,-1003.2.8.2) 24 When two or tnore,; ex i is from ..a story are required and when two or more exits ,xfrom a room or an area are ,required, e x i t signs shall be illuminated,. ..(UBC.. 1003.2;.8.4) 25. .Internally illuminated ` exitsigns shall have both bulbs working at all times. (UBC 1003.2.8.4) 26. 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) 27. The power supply for means of egress illumination shall normally be provided by the premises' electrical supply, .. , ;: , .off f.:��' ., ? +;� ,. iL s � iictolla :A : it Ar'i4Vkoi44. dtei..0,: h?n*ttk: z z w ug UO co 0 Ili H w • O u_ • a = W H z �.. z0 w ui . ' a H w • w . .z P. • =' O 1-- z :In the event of it's failure, illumination shall be automatically prc - )ded from an emergency sys' 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) . 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) . Maintian sprinkler coverage per N.F.P.A. 13. Addition/relocation -of Walls; closets or partitions may require relocating and/or adding sprinkler heads. • ,Sprinkler protectton,shall be extended to all 'areas where required, including all enclosed areas, below obstructions and under'averhangS.greater than four feet wide. , CNFPA .13-4-5.5A:41), ! , ' . All neW systems and all modifications to existing sprinkler system's shall have fire department review and apprOv#1 of drawings prior to 'installation or modification. NeOprinkler systems arid all modifications to sprinkler systems. involving more than 50 heads shall have the written aggroval„of the W.S:R.B Factory Mutual, Industrial Risk IOSUrers,'1<emper or,:any other representative designated aifOorTecor'gnized by, the City of Tukwila, prior to 46Mittal to the Tukwila Fire Preventidn No Sprinkler work shall coMmence:without-approved drawings.. COitY-.Ordinance #1961 ! ' A1,1 sprinkler- ''system plans, calculations and the contractor s Materials and Test Certificates submitted to We Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal, (WAC 212-80) MO fire detector coverage per N.F.P.A. Addition/relocation of walls, cclosets or partitions may require relocating and/or adding automati,c fire detectors. . ,Maftltain square foot coverage of detectors per manufacturer's specifications in all areas including: elevator shafts, top of stairwells, etc, (NFPA ,72 . 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), ". All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 37. 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)) 8. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 39. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on '.;• , • • , rint 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) 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) 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) In order to provide you with the fastest police and fire 'protection under emergency conditions, please post your suite ", room or apartment.. number i n ::.a....conspicuous place near the main entry door (UFC:.``901 4`.4) :. Fire Department; lock " boxes sha l l be p'rov�..i ded for access to all fire alarm panels and sprinkler risers. The appropriate keys) °f ar, access shall be paced in `.the lockbox .J< Lockbox. i order� forms. must .be obtained from Tukwila,-Fire Department. (City Ordinance' #1,900). Contact :the ,Trkwila Fire 'Prevention Bureau CO : witness :a required inspections -'and tests., 10.503) (City Ordinance #1900 and #1901)' ` Thi review limited .to speculative tenant space Only,:.;- pec,.4 °al { f re permits in ay be necessary depending on ' detailed scripti;on of intended use y 'overlooked hazardous condition ;. and /or violation 0 'opte`d.Fi`re~'or Bui lding°` does :. not imply approval u b h condition or 'violation: T ;he plans were reviewed by i If , you have any ;questions, plc rise ; ,calf s the Tukwila Fire Prevention.. Bureau (206)575"-4407: hereby cer t i'fy . thet:..I ha` ,; read these conditions and wi l comp l y with ,e.hem as outlined . All "prov i s,i ons of law "and ord i nar ces > govern i ng this work Will l l 'be' complied l<i e.d with, whether ; ,specified herein .,:`or not.' he granting: .f: this permit does not presume to. give authority to io:late orcancel the provisions of any ot her work or local laws regulating construction or the performance of work. ■ 1 lhl�s.'e/tt.Y;.4a. U7.:�tC:S� r9�:ti�g4Mrox'2ik +� Project Name/Tenant: C. F-1- ► LP-4- Valu of Construction: Site Address: /VI g City State /Zip: - i-C4Co .-- -_.. 0"( t -r' Q.- -\ °LI 1 - --te i?1 Tax Parcel Number: 2-02. 0t -1 C l - 00L( Property Owner: (412 SE:"r' C)5It3S "F.1 C-A-( --0 C ( C POOR Phone: 1 E'-'k rJ ' °.>cc . - 3 _G S 3 Street Address: City State /Zip: P. C4 2x3 C- ids -y ra --., t E.-T 1 GLAW(i`1..1a ciUitie_ Fax #: • L-j 0 L ._3C. FS - ( f 09 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: M: G442* CO 6( =-C) LIP Phone: 9 3 — Coct-Z — (32,2 - =2 - _ Street �A')ddress: t� �-^-� City State /Zip: Fax #: Engineer: Phone: Street A City State /Zip: Fax #: Contact Person: le-'� - - Nvr - 1'=i t it-Z.1 Phone: e3CCD._ S (cp - "8 (0 Lt f Street Address: City State/Zip: V I. 0()-t. tJ4v 6Lly 02- e -fs;m4 T -i"t-(5 Fax #: _ 2-22:-)- 2- q.B ( —5 Description of work to be done:.-- - )?- I A p - C i ± 14t J T--- Existing use: Retail El Restaurant ❑ Multi- family El Warehouse ❑ Hospital El Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ .School /College /University El Other Proposed use: Retail CI Restaurant El CI Warehouse ❑Hospital Church CI Manufacturing CI Motel /Hotel ❑ Office ❑ School /College /Unive`sity ❑ Other Will there be a change of use? ❑ yes A no If yes, extent of change: (Attach additional sheet if necessary) . Will there be rack storage? )l yes ❑ no )4 Existing fire protection features: sprinklers ❑ automatic fire alarm El none ❑ other (specify) Building Square Feet: 4 4 8 3 0 existing Area of Construction: (sq. ft.) 1 - 1 S3c3 Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes no X 11 paper indicating quantities & Material Safe y Data Sheets Commercial / Multi- Family Tenant Improvement / Alteration Permit Application CITY OF Tr "CWILA 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. CTPERMIT.DOC 1/29/97 FOR STAFF USE ONLY Proj ?ct Number: Permit Number: bo I -• at. APPLICANT4REQUESt,FOR WOR SITE /CIVIL PLAN REVIEW:OF THE. , • :(Additlonai:re,view may b e determined:bythe 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 El 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: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 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 accepte / / a3 1 �i Date application expires; 4/43162 ApplicatloP taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM • •raaMtx,•e�s.,..-- ,.....,. _...,, .... ,w.�. r.- �r•, x�.,._... , ,w ,r� �;p?x:., <z.� BUILDING OWNER OR AUTHORIZED AGENT: Signature: v. L-4 .- ' �� • D I Date: Bpi Print nam$: • . r £' • Phone: _ c Address 1D-2. City /State /Zip ,-.--i^ 73.-7.7 C ALL COMMERCIAUMULTI -FA TENANT IMPROVEMENT/ALTIMTION PERMIT APPLICATIONS MUS • E SUBMITTED WITH THE FOLLNG: WI TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, I,MAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : Site Plan (including existing fire hydrant location(s) 1•. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) ' 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposes topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ 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. ❑ 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 71 - 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 land use or SEPA decisions. ❑ Food service establishments require two (2) :Jets of stamped approved plans by the Seattle 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 OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 }•., it. y v,A1., �, J. �yr,!n �u(•r:, .. �•!.. . 4/ tifa�,. f.. vS; v: Itt :.tnW/�"glK.r,•�y. },a.4is'... y'.`,�.�a�i�t?y47T:.0 +�k'�. • k ofdoh *':Jr. * s4, Ak* k ki d 1 k4 :*h k.k` A:k :a k t.*dkAfi K• r * �� R�r�4�€z tt%hAk kel * , 1 kA A kkA *h,t : khko4 ar: k k:k . itkA. t: 4 k 4 h4k.4A,a k 4* of M ' ' Numb R0 Rmcur 1 «`1 -�' 0`_-!/17/01 1� :i1 . . a yme,rtt tl had , CHEGII 1sa:• LEl1( V C O .N. STIH! ' T f UU S_ P rmit M o: : :: : . : ;:; : i..- . 364 7'.y`i �� DEVPEIHi PEH14C f_ Parcel Na: . 262304 0 S :flri dt er s,„ 1062 ' °S DU •F.;HCE T MA!_L — IT obal l:'r.e.' s: :l.;, 182 1$ Mg's a:'ymeriii 1:E12..15 ,Tc:tal AIL: Pml a; ;1..82•» 1,a.•Ia rice a : 4 *+ 4* .* **4 A74, *9 *tt4'*r4 **4i A1.A• ikA. A A* st' ik4-* it :a4•*of4*k.ds'4de4•k_Af•k.�4* �c*+ti Ac count. C :ode 'Desci ipli ir�r�. A irr irr��; ;t3 t�13�':'�100 E111I'LD]:NG ,- NOAIRES: 71:f.,15. t3 0/34 5., . S'30 'PLfaN CiiEei; N *� O ) ES + t � Q00/3�1 : R STAI'E IIUTL 7.SM6 SUR'Gi-. :AR0 4 »50 INSPECTION RECORD Retain a copy with permit INSPECTtOr NO ITY OF TUKWILA. BUILDING DIVISION • ( Ooo S outhcenter siVd Tukwila, WA 98188 'Address: ." 0'62 Type Inspection: Date ca - • . /./ Date wanted: (a.m.) / P.< Requester: Phone: l!AApproved per applicable codes. El Corrections required prior to approval. COMMENTS: '-' d47.0 1) -SE REQUIRED. rior to inspection, fee must be paid 666 SOuthcenter id., Suite 100. C II to schedule reinspection. Receipt No; . Date: /// Date: 206)431-3670 K J■gbt"",..ir.r,iXt:Lc,as •itotj■ • O 0 C3 UJI - w 0 g u., < El a • w z I- z w 0 D 0 0 === w w - r: w z. co o 1- z ., ,c(iti -S PL 9(P-! .. Type of Inspetiorr. , / ig / ' Address: ...:.1 -, ' 41 / Date called: / / Special instructions: . -.: :r.' — - .c ,-. .:, ,. ' :, • -',,,::" ' z::';' • ' '-` - : N :.,,,...,-. ','. , '. .• ''s '.' , -' , - ,':•.- .,..,:.- .•\'' ,:,,,, --_, • -,,.:„.., Date wanted: / .6'7/370/ a.m. Requester: /),9 . : . .. 1 Phone: - 4 /51—Z 5 x , • • . s . • , INSPECTION RECORD 1. Retain a copy with permit INSPECTION NO: - 0::Ok.TOKWIIABUliDING DIVISION • 6300 Sodihteritet Blvd,i100, Tukwila, WA 9818 sc . (206)431-36702° CO 7-4) ocevic'y / Of cr/Z rz.E t orN g 1/ / • 00 REINSPECTION‘ E REQUIRED t 6300 Sciuthcenier Blvd Suite 100. Receipt No Prior to inspection, fee must be paid all to schedule reinspection. Date: •,. Approved per applicable codes. [1] Corrections required prior to approval. • ' • 4.4`5,,S 55)5004, 55, 4 " s • , .! • • ' '• • ••• • 1:1 Wr t ° W I— CO u_ uj 0 a p I— ILI Z z I—, u j D 0 0 cn, , W uj !...° IL /7 r= • • 0 /- z 13tyjgc i c...411 t: 1 torp,vv.5 placi. Typefinspection iil a- AddrPcs. s.c..." . 10(b;7 Mai( Datey,11 f o Special instructions: ,, Date wa J n /7/10/ e7rr Reques r: / Viet Phon • 6 .... , 7f9/... 3r33 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. COMMENTS: Corrections required prior to approval. Date: $4 . EINSPECTION t REQUIRED. Prior to inipe.ction, fee must be paid at 6300 Southcenter BlvcL Suite 100. Call to schedule reinspection. Receipt No: ' Date: , Pe0y4bee44. Pk ce_ Tyr! Ir2iection: - 4- Ar 5re ..S.0 . 040J/ rd: DateCT / Special instructions: r , / Date wanted: 7sfr il i p.m. ii Requ1.57 k....... - 7CLA. 4irda, ph 5 .. ) .23 ,5 - 7 , 43 - 7 INSPE ION NO. : : t Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300'Southcenter Blvd, #100, Tukwila, WA 981B 0o/-2u V PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: /‘/- ;%A1-s • 4--,4 A rle /^,e7 7ted c-fm / hoe /v/ r s-- c j. /2 ow; sq rtro' AA41(1 tor: Date: $47.00 REIN ECTION gE R UIREb. Prior to inspection, fee must be paid at 6300 South center Blvd., S te 100. Call to schedule reinspection. Receipt No: Date: -•- 1 . 1 tc4.4.4 r" 0 0: wuj u-. 0 °• . w 0 2 u_ • • I 0 Z LUW I- . 2 a O '0 -! u f r- U. — 0, • 0 Z • ; • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 m Address I'0l SCE /ACV 1 11. Special instructions: TyVition: Date ca ll tof Date w Inspector Approved per applicable codes. MMENTS: INSPECTION RECORD Retain a copy with permit ref €0 ;14971,1 7' ,ii o , i $4 .00 REINSPECTIO FEE REQUI A 6300 Southcenter Ivd., Suite 10 Receipt No: • Corrections required prior to approval: 6 . Prior to inspection, fee must be paid CaII to schedule reinspection. Date: Date: (206)431 -3670 'i J16, AP :d:AWJA,V;Zoo...... Afii::{ , v't , 'K4'.i INSPECTION RECORD Retain a copy with permit : : INSPECTION NO. OFTUKWILA BUILDING DIVISION 300 Southcenter Blvd, #100, Tukwila, WA 9818 Type of Inspection: jrlf . Goa / AIMS Date called: t � /8/b/ Date wante j a.m. Requestefs,. lG / e nc5s) — Approved per applicable. codes. ,COMMENTS: • ( i2i7 f ;Ali AP-- -7 tQpaY7" )!I (A/4 // m'}7lJ 49. %Ll ;A 'S ;4- aJ,f1 //h /TY9Ye -J 47.00 REINS!' a' 6300 S outhc CTION gE REQUIR ter. Blvd., Suite 100 D lV . Prior to inspection, Corrections required prior to approval. Call to schedule reinspection. PERMIT NO. (206)431 -3670 : Receipt. No: Date: 1 ?ifasse s YIN iV;:,11 iO` 1,;41' W ' bi 6 00 (0 0 CO J LL w O t_a d W , 1- O Z I- D 0H W W', O Z UN . 0 I— Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcener Blvd, #.100, Tukwila, WA 9818 COMMENTS: ? " Approved per applicable codes. liddres 60(A 1i1/1 Special instructions: Tye f Inspect'° x (C Corrections required prior to approval.. Inspector: El $47.0'( INSPECTION FEREQUIRED. Prior to inspection, fee must be paid -at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: X1;4 ii >w LSitiki:'NuiLsn'�± iitiiirtii yaiti^ f7MCia "XVV1H C.S� (� iE4aXtixiJ w �i i awNi� ?iPivs kTb +.'� 2V%ixirtti':.u� z w re 2 0 O rnp W =` H WO g Q i d I- al Z t— O . Z I— 1.11 uj n O H W W H ti 0 . tii U O I- Z Project Name Address Authorized Signature Rt„, 1 b(cD c.11 Retain current inspection schedule Needs shift inspection Approved with correction notice issued Sprinklers: Fire Alarm: l�vkt- Hood '.& Duct: Halon: Monitor: (-ate Pre- Fire: Permits: FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 57S-4439 ‘44. '14 TURWILA.FIRE DEPARTMENT, FINAL APPROVAL FORM ;724.4 10T171,77:77,177417" .. , « 7.,,77 a37 City of Tukwila • • John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Permit No. PI I L1_ ru J 1997 Washin ton State Nonresidential Ener• Code Com•iiance Form Lighting Permit Plans Checklist 1997 Washington Stale Nonresidential Energy Code Compliance Forms LTG -CHK First Edition • June 1 996 Lighting - General Requirements 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space, enclosed by wails or ceiling- height partitions, shall be provided with lightng controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights with n the space, The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. Exceptions: The fdlowing liting controls may be centralized in remote locations: 1. Lighting co ntrols br spaces which must be used as awhde. 2. AUomatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1613.2 Area Controls: The maximum lighting power that may be con -oled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circ ul loaded to not more than eighty percent. A master control may be installed provided the inditidual swtchesretain their capability to function independently. Circuit breakers may not be used as the sole means d switching. Exceptions: 1. Industrial or manufacturing process areas, as maybe required for production. 2. Areas less than five percent of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 12, both under overhead glazi ng and adjacent b vertical glazing, shall be provided with incividual controls, or daylight -or occupant - sensing automatic controls, which control the lights independent of general erea I ghting. .1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, eihibition, or specialty lighting shall be • controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically sWtched by timer, photocell, or a combination of • timer and photocel.Autcmatic time switches shdl also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours. if power is interrupted. 1513.6 Autom atic Shut -Off Controls, Interior: Office buildings greater than 25,000ft and all sdtool classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. AUomatic contrds may be an occi.pancy sensor, time switch, a other device capable of aUomatically shutting off lighting. Exceptions: 1. Areas that must be continuotsly illuminated. or illuminated in a manner requiring manual operation of the lighting, 2. Emergency lighting systems. 3. Switchhg for industrial or manufacturing process facilities as maybe required for production. 15116.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic•TIme Switches: Automatic time switches shall have a minimum 7 day clock aril be capable of being set for7 different day types per week and inccrperate an aUomatic holiday "shut -off" feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas cortrolled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no ma a than two hours when an over -ride is initiated; and e. controls an aea not exceeding 5,000 ft or 5 percent of footprint for foolprirts over 100,000 ft whichever is greater. Lighting Permit Plans Checklist LTG -CHK 1997 Washington Slate Nonresidential Energy Code Compliance Forms First Edition • June 1998 Protect Address Cgi� ge, `, J , � - S. e v � ��e .uoc,c. - �k�A Date O/ � i • The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes no n. a. 1513.1 Local control /access Schedule with type, indicate locations yea no n. a. 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations yea no n. a. vertical glazing Indicate vertical glazing on plans yea no n•a. overhead glazing Indicate overhead glazing on plans yee no n. a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes no n. a. (a) timer w /backup Indicate location yea no n. a. (b) photocell. Indicate location . 1513.6 Inter. auto shut -off Indicate location yes no n. a. 1513.6.1 (a) occup. sensors Schedule with type and locations yea no n. a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans LIGHTING WATTAGE (Sections 1520 -22 or 1530 -32) yes no Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture ELECTRIC MOTORS (Section 1511) yea no n. a. I Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm. efficiency 1997 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: REGISTERED ARCHITEC 101/4 J• • RICO rE OF ' SHINGT Project Address A ///402 / ci ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased ry Date ,/ O j Allowed x Area SOUTH C'gAi - 7 Q 44444 .4/A For Buiding Department Use O 34 ? 7C /rA) / , 6VA Stock Apslicant 4 •-' Name: A / / CNQ4 J • / 4 /C�t. 1cl) �!/ plicant Address: .50 o v, /4 /AA. , ,e �/ a/4 E 7 oilcan( Phone: 9 7,5 6,, 0 ,72.1 b• e Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Watts per ft '• Area in ft Allowed x Area ■319445 R07 Z— A ,. A O 34 ? .35 ' r Stock 3-rd ex; 4 4 •-' 9-T3 'Y4,/ So a/4 E 7 7'/4 b• e Co 3 Se)• Yo /77 //1)6 frGTA /i ,,9 / 4 / 0 / ?d (/4 e o e,e /i)o,e a . cY s G P " From Table 15 -1 (over) • document all exceptions taken from footnotes Total Allowed Watts y33 di , 9 0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Propose° gg702/Z. ( a) f �3 -- / 9 Open Parking C/J �C3.3...1 e,_ 3 ? �3a // � ' � C / F-0 7 ! .0.2 W /ft / 7 �S`rctc� C /, / a l /� 4' c ...7.- / 9 a- 7b /4e. 7 C / 'S/C1 A 5 N / (.3 dR ��/77i�F7 cot.? P-7 4 4. "Y -5 -?3 Co gOARA) o,2 Ci j -y )RS / 3.A 3 •a Total Proposed Watts may not exceed Total Allowed Watts for Interior 1 otal Proposed Watts 3 7 9 / Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowec Watts x ft• for A if) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas ------"----- .0.2 W /ft Bldg (by facade) 0.25 W /ft Bldg (by perim) 7.5 W/If Note for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Location Fixture Descripti Number of Fixtures Watts / Fixture Watts Proposes ------"----- --Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 43 a NI C STA Lighting Summary LTG -SUM 1 997 Washington Stare Nonresidential Energy Code Compliance Forms Project Description 1997 Washington State Nonresidential Energy Code Compliance Form ❑ New Building ❑ Addition Alteration F,rst Eddion ...nr Compliance Option ❑ Prescriptive E Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans ) Use mfgr listed maximum input wattage. For fixtures with hard•wireo ballasts only, the Maximum Allowed Lighting Wattage (Interi default table in the NREC Technical Reference Manual may also be used Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Use mfgr listed maximum input wattage. For fixtures with hard-wired ballasts only the Proposed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be usee Proposed Li htin Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) • tii3a�?i� s; restiFd +31(s 'I. > a .dam 2 44 gth "i. " �fnv Use' LPA (Wlft Use LPA' (Wilt') Painting, welding, carpenDy, machine shops 2.3 Police and fire slations 1 2 Barber shops, beauty shops 2 Atria (atriums) Hotel banquet /conference /exhibition hall•' 2 Assembly spaces auditoriums, gym nasia theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants /bars 1 Cafeterias, fas I food establishments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail 8 Retail banking 1 5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses '', storage areas 0 5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages s..s .,"` '<.'; Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 011ice buildings. office /administrative areas in facilities of other use types (including but not limited to schools, hospitals. institutions, museums, banks, churches) 1.2 , Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all lour criteria 1. Fixtures are fluorescent, non - lensed, with only one or two lamps. and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5-50 Watts. and 4. Ballasts are electronic ballasts 1 1 J Lighting Summary (back) LTG -SUM 1997 Wasninglon Slate Nonresidential Energy Code Compliance Forms 1997 Washington State Nonresidential Energy Code Compliance Form -� Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting First Edition • ,one 1996 Footnotes for Table 15-1 • I. In cases in which a use is not mentioned specifically, the Unit Power .4llotsrtnc'e shall be determined by the building official This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2 The watts per square toot may be increased, by two percent per foot of'ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per toot of ceil ing height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6 Includes pump area under canopy. ?. In cases in which a lighting plan is submitted for only a portion ofa floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. -"' i For the tire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. v For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. IU For both Retail A and Retail B, light for free - standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance or 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11 Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may tr.: defined. for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical race area taccess side ,ink:. of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks ;.r�:,•:S�l ;r%i O:;i , it tii;.iii i.iLl: ii Stigta`i,A>,s . Y. n` Ik+ F,` o.' klK,',' �33toCi: SdSf, i1;. i"" 4' ?6k''"., id'' spS` 6' k+ 1 <�i ?'45G3,R:+01}.ti.L'+atttcwx+ sw.rr.,..w+..uw:.w Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA CFM Econo SEER or EER IPLV Location ,4Cr/ CA.Lie.1e4 y ?p Jaao e SO 6 /oocoo RavA -- It J. Ac- 4C 4 V - . ,!F (EY /37' //u Fi) /b 4 , i 2 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service Ac--/ C t.e/e z yp ?.1?ld6' Jcx f o 44506•0 a?•'Y --- i.?.3cvo /oocoo IF'O -- It J. 4C 4 V ,!F (EY /37' //u Fi) /b 4 , i 2 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Total CFM OSA cfm Econo Input Bluh Output Btun• Efficient;' 4 / C- 4rGee /r 4 (F7..7 Dd k 44506•0 Applicant Phone: 9 7 3. 4, 9.?• Q..? A a --- i.?.3cvo /oocoo IF'O -- It 4C 4 V C 1 " " '� --`� ARCH IT ARCHIT • NICHOLAS • TRICARICO I STAT F WASHINGTON Project Address C N ��� �4/�E Date 4: 4, 7 , 5 / 0 / p C �� 7e � , 44A 4 �/ V �7 For Building Dept Use o , T Kw /4 - Lt/FY Applicant Name: /v/0/QLif4L3 7�fCipti' /c 0 Applicant Address�o vQ1�y Rd u�a yrl. jai o y Applicant Phone: 9 7 3. 4, 9.?• Q..? A a • — i 1997 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 1997 Washington Stale Nonresidential Energy Code Compliance Forms roject Description Briefly describe mechanical system type and features. First Edition • ire 1959 Compliance Option td Simple System ❑ Complex System (See Decision Flowchart (over) for qualifications) Q. Systems Analysis Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14.1, 14-2 or 14 -3. 7 If required. ' COP, HSPF, Combustion Efficiency, or AFUE. as appltcaole s Flow control types: VAV, constant volume, or variable speed. ,.,1 ,w' 4 ;4; '.tiietaiiat.' ti4i& 4.k.} :V4,44me4r.. :rasr ,,x«21„ . �,. System Description Section 1421 for full description tion of Simple System qualifications. If Heating /Cooling or Cooling Only: 9 Y ❑ Constant vol? 0 system? (=I Air cooled? li Packaged sys? ❑Economizer included? ❑ <54,000 Btun or 1900 dm') If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? f4 Mechanical Summary (back) MECH -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Start System Type 5000 cfm <70% OA .. 1. .. e. Constant of u rne' it Cooled? or Cooling Only <54,000 Btuh 1900 cfm ackaged yes stem no Simple System Allowed Split stem? 84,000 Btuh 2800 cfm Use Complex System Heating Only 1997 Washington State Nonresidential Energy Code Compliance Form r Reference Sec. 1420 no First Eoition • June 1992 Reference Sec. 1430 Complex Systems Refer to MECH•COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist MECH - CHK Ign7 wasinngIon Slate Nonresidential Energy Code Compliance Forms - rst Ec.:.cr • - -•' • i >C Protect Address,/ / 44 � %Q? ei �� yo y G A ffL F � 7 Date a �/< a Tie following information is necessary to check a mechanical permit application for compliance with the mechanical requirements ,n the Vcasninyton State Nonresidential Energy Code. Appficauddy (c rcte) Code Section Component . In formation Required Location on Plans 6wimng De; arn•e:.: Notes HVAC REQ IR NTS'Sections 1414 1411 Eqpmt performance : ci n.a. 1411.1 Minimum efficiency Equipment schedule with type. capacity. efficiency fe . o n , a . 1411.1 Pkg. elec. htg. & ctg. List heat pumps on schedule 1412 HVAC controls yes no n. a. 1412.1 Temperature zones Indicate locations on plans • yee no n. a . 1412.2 Deadband control Indicate 5 degree deadband minimum yea o n, a. 1412.3 Humidity control Indicate humidistat no n . a . 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types ye no n. a. 1412.4.1 Dampers Indicate damper location and automatic controls yea no aka 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yea no (Mb 1412.6 Combustion htg. Indicate modulating or staged control y e o n. a . 1412.7 Balancing Indicate balancing features on plans yea no n. a . 1422 Thermostat interlock Indicate thermostat interlock on plans ea no n.a. 1423 Economizers Equipment schedule 1413 Air economizers ye no n. a. 1413.1 Operation Indicate 100% capability on schedule yea no n. a. 1413.2 Control Indicate controls able to evaluate outside air. e no n. a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems • no n. a. 1414.1 Duct sealing Indicate sealing necessary ye nc n . a . 1414.2 Duct insulation Indicate R -value of insulation on duct no n.a. 1415 1 Piping insulation Indicate R•value of insulation on piping n.a. 1424 Separate air sys. Indicate separate systems on plans yea no Mech. Sum. Form Completed and attached. Equipment schedule with types. input/output, efficiency. cim, hp. economizer SERVICE WATER HE=ATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yea no 1441 Elec. water heater Indicate R -10 insulation under tank yea no 1442 Shut -off controls Indicate automatic shut-off 1450 Heated pools yea no n. a 1452 (reserved) yea no n. 1453 Pool heater controls Indicate switch and 65 degree control yea no n 1454 Pool covers Indicate vapor retardant cover yes no a 1454 Pools 90+ degrees Indicate R•12 pool cover J —J 1997 Washington State Nonresidential Energy Code Compliance Form o I rc for any question, provide explanation: �l's;y .i�eyi�:Ii.�:+.: iri.�r ?3 », �;;w.n �.t'�•i.' "r`.'.'.ii7.G;:t�: 1997 Washin ton State Nonresidential Ener• Code Corn fiance Form Mechanical Permit Plans Checklist 1997 Washington State Nonresidential Energy Code Compllance Forms MECH -CHK First Edition • June 1998 Mechanical • General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14.1 through 14.3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI lest conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water healers with a principal function of providing space heal, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124.1991. Storage water heaters used in combination space heal and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipmen : Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 BIWh shall be a heal pump. Exception: Unslaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual . thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Dee dband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwithin which the supply of h ealing and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1 141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints we set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between healing and cooling modes. 1412.3 Hum idity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use thr ough control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system, The automatic controls shall have a minimum seven -day clock and be capable of being set for seven diff day types per week. Exceptions: 1 Systems serving areas which require continuous operation at the same temperature selpoint. 2. Equipment with full load demands of 2 kW (6,826 Blu /h) or less may be controlled by readily accessible manual off -hour controls, 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.5 Heat Pump Controls: Unitary air cooled heal pumps shall include microprocessor controls that minimize supplemental heal usage during start-up, set -up, and defrost conditions. These controls shall anticipate need la heat and use compression heating as the first stage d heal. Controls shall indicate when supplemental healing is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Blu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or wafer terminal device shall have a means fa balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need fa mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable d determining if outside air can meet part or all of tne ouao ng s cooling loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even wnen additional mechanical cooling is required to meet the remainder of tne cooling load. Controls shall not preclude the economizer operation wnen mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion. cooling systems with capacities not greater than 75.000 Btu/n may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints 2. Slafic pressure: 2 inches to 3 inches; seal alt transverse joints and longitudinal seams, 3. Static pressure: above 3 inches; seal all transverse taints. longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as Ine primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior some from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, au leakage. and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the coedit ones space oy insulating surfaces to a minimum o I R -11 and any exterior envelope surfac per Chapter 13. Outside air duct runs are considered Duuding envelope until they, a. connecl10 the heating or cooling equipment. or b. are isolated from the exterior with an automatic shut -oft damper Once outside air ducts meet the above listed requirements, any runs within conditioned space must comply with Table 14-5 requirements Other ducts and plenums shall be thermally insulat per Taae 14.5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance witn Table 14.6. Exception: Piping instated within unitary HVAC equipment. Water pipes outside the conditioned space shall be insu tateo in accordance with Washington State Plumbing Code (W AC 51.26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shalt be one of the following: 1. Air cooled, constant volume packaged equipment. wnicn provide heating, cooling cr both, and require only external connection to duct work and energy services. 2. Air cooled, constant volume split systems, which provide healing, cooling a both, with cooling capacity of 84,000 Btu /n or less. ' 3. Heating only systems which have a capacity of less tnan 5.000 cfm or which have a minimum outside air supply d less tnan 70 percent of the total air circulation. All other systems shall comply with Sections 1430 through 1438 1422 Controls: In addition to the control requirements in Section 14 12. where separate heating and cooling equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous healing and cooling. Systems which provide heating ano cooling simultaneously to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on single package unitary fan-cooling units having a supply capacity d greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of all units without economizers snat not exceed 24 0,00 0 Blu /h per building, or 10% of its aggregate cooing (economizer) capacity, whichever is greater, 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements snail oe sets. ec by separate air distribution systems from those serving zones requiring only comfort conditions. EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1997 Washin ton State Nonresidential Ener• Code Corn fiance Form Mechanical Permit Plans Checklist 1997 Washington State Nonresidential Energy Code Compllance Forms MECH -CHK First Edition • June 1998 Mechanical • General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14.1 through 14.3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI lest conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water healers with a principal function of providing space heal, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124.1991. Storage water heaters used in combination space heal and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipmen : Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 BIWh shall be a heal pump. Exception: Unslaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual . thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Dee dband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwithin which the supply of h ealing and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1 141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints we set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between healing and cooling modes. 1412.3 Hum idity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use thr ough control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system, The automatic controls shall have a minimum seven -day clock and be capable of being set for seven diff day types per week. Exceptions: 1 Systems serving areas which require continuous operation at the same temperature selpoint. 2. Equipment with full load demands of 2 kW (6,826 Blu /h) or less may be controlled by readily accessible manual off -hour controls, 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 1412.5 Heat Pump Controls: Unitary air cooled heal pumps shall include microprocessor controls that minimize supplemental heal usage during start-up, set -up, and defrost conditions. These controls shall anticipate need la heat and use compression heating as the first stage d heal. Controls shall indicate when supplemental healing is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Blu /h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or wafer terminal device shall have a means fa balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need fa mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable d determining if outside air can meet part or all of tne ouao ng s cooling loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even wnen additional mechanical cooling is required to meet the remainder of tne cooling load. Controls shall not preclude the economizer operation wnen mechanical cooling is required simultaneously. Exception: Economizers on individual, direct expansion. cooling systems with capacities not greater than 75.000 Btu/n may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints 2. Slafic pressure: 2 inches to 3 inches; seal alt transverse joints and longitudinal seams, 3. Static pressure: above 3 inches; seal all transverse taints. longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as Ine primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior some from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, au leakage. and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the coedit ones space oy insulating surfaces to a minimum o I R -11 and any exterior envelope surfac per Chapter 13. Outside air duct runs are considered Duuding envelope until they, a. connecl10 the heating or cooling equipment. or b. are isolated from the exterior with an automatic shut -oft damper Once outside air ducts meet the above listed requirements, any runs within conditioned space must comply with Table 14-5 requirements Other ducts and plenums shall be thermally insulat per Taae 14.5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance witn Table 14.6. Exception: Piping instated within unitary HVAC equipment. Water pipes outside the conditioned space shall be insu tateo in accordance with Washington State Plumbing Code (W AC 51.26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system, systems shalt be one of the following: 1. Air cooled, constant volume packaged equipment. wnicn provide heating, cooling cr both, and require only external connection to duct work and energy services. 2. Air cooled, constant volume split systems, which provide healing, cooling a both, with cooling capacity of 84,000 Btu /n or less. ' 3. Heating only systems which have a capacity of less tnan 5.000 cfm or which have a minimum outside air supply d less tnan 70 percent of the total air circulation. All other systems shall comply with Sections 1430 through 1438 1422 Controls: In addition to the control requirements in Section 14 12. where separate heating and cooling equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous healing and cooling. Systems which provide heating ano cooling simultaneously to a zone are prohibited. 1423 Economizers: Economizers meeting the requirements of Section 1413 shall be installed on single package unitary fan-cooling units having a supply capacity d greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of all units without economizers snat not exceed 24 0,00 0 Blu /h per building, or 10% of its aggregate cooing (economizer) capacity, whichever is greater, 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements snail oe sets. ec by separate air distribution systems from those serving zones requiring only comfort conditions. ACTIVITY NUMBER: D01 -264 DATE: 8 -23 -01 PROJECT NAME: Children's Place SITE ADDRESS: 1062 Southcenter Mall SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building "Division kti,N q,c2 -01 Public Works 1-Ath N/A,. Z,44 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I )RI Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention AWL. S.2 Structural Incomplete Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: PlatR1fig Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable 1 -1 No further Review Required DATE: DUE DATE 9 -25 -01 z Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: >Sid:$!iv?.'. 7': :itnt2{:bie'M'4:cFa k7i t��S� >!L}.f``SV`"rSs� ., ' cs,e, ACTIVITY NUMBER: D01 -264 PROJECT NAME: Children's Place SITE ADDRESS: 1062 Southcenter Mall SUITE # X ,Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Approved Approved \PRROUTE,DOC 5/99 PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural Incomplete ( ex*? REVIEWER'S INITIALS: DATE: 8 -23 -01 Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable No further Review equire DATE: c7 DUE DATE 9 -25 -01 Approveanwi Conditions �J Not Approved (attac� com ents) " DATE: Approved with Conditions n Not Approved (attach comments) DUE DATE DATE: w` QQ om. J D. UO t CO U) W. WI . J H' w O; u. ¢ co d = I- _ w Z 0 . Z LLI 0 w w LI O, W Z Z INSPECTIONS 5 5146MMenm_ gam+ PERMIT NO.: V (:) BUILDING PERMITS ❑ 00001 Progress Inspection Status ❑ 00110' Pre- construction ❑ 1100113 Investigation 0 011004 OK to Occupy ❑ 11111)05 Remove Stop Work Order ❑ 0111106 Follow -up ❑ 00007 Pre -Move Inspection 0 011050 WSEC Residential ❑ 00060 -WA Ventilation /Indoor AQC ❑ 00070 NLEA Inspection /Modular Struct ❑ (10071 I\•lobile Home Tie Down Insp ❑ 0007' Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 0011111 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slap Insulation' ❑ 00350 Crawl Space ❑ 00400 Shear WaII Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types (10700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation 0 00801 Wall Insulation ❑ 0080' Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls 0 0 01001 Suspended Ceiling )1000 Interior Wallboard Fastening ❑ 010111 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre- rcroof• ❑ ) 01400 Final -Fire 01700 Final- Building ❑ 01900 Final- Itcrool' O 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special- 13olts in Concrete ❑ 04001 Special - Mom /Resist Cone Frame ❑ 04003 Special -Rein( Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special-I ligh-Strength 13olting ❑ 04006 Special - Structural Masonry ❑ (141)1)7 Special- Reinf(lypsum Concrete ❑ 0401)8 Special- Insulating Cone Fill ❑ 0411119 Special -Spray Fireproofing ❑ 0.1010 Special - Piling, Piers, Caissons ❑ 14011 Special- Shotcrcte ❑ 04111' Special - Grading. l:xcav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 041)15 Special -Smoke Control System TENANT NAME: V \, rp CONDITIONS .00t) I No changes 10 plans unless approved by Bldg Div ❑ 0011) Special inspection required, notify 131dg Div 111 1 Special inspector shall submit final signed report 01)13 New ceiling grid &light fixture shall meet lateral bracing 01113 Partition walls attached to ceiling grid ❑ 111115 Readily accessible access to roof mounted equipment ❑ (1015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 111117 Suhgrade preparation including drainage. excavation ❑ 01)18 Statement from roofing contractor verifying tire retardant class or roof 1019 All construction to he done in conlbrmance w /approved plans ❑ "No work shall he done in addition to those modifications..." ❑ 11002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural o shall be provided for this project ❑ 0(121 All li�od preparation establishments must have King Co ❑ 0023 Fire retardant treated wood shall have Ilame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 1)(135 All spray applied fireproofing shall he special inspected ❑ 0025 A \11 wood to remain in placed concrete shall he treated ❑ 1)027 All structural masonry shall be special inspected 0027 Validity or Permit ❑ 01138 Rack storage requires separate permit 11)113 Electrical permits obtained through I, & 1 )0311 No occupancy of building until final insp by 131dg Div ❑ 111132 Remove all weeds. concrete, stone Iiwndations, Ilat concrete ❑ (1(137 Manufacturers installation instructions required on site ❑ "13'1 maximum allowed per 1997 WA State Energy Code" ❑ 01)35 Contact P\V Div to obtain insp for water /sewer connect ❑ 111138 A (2 of 0 will be required for this permit ❑ 0039 0040 Final approval for all T1 w /in the limits of the SC (all 5111115 All mechanical work shall he under separate permit All construction noise to be in compliance with 8.2 ')TIC ❑ 0(141 Ventilation is required firr all new rooms & spaces 00115 All permits. insp records & approved plans available 1111(17 All structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall he anchored to prevent flotation" ❑ 01)1)7 All structural welding shall be done by WABO certified inspector ❑ (1(108 All high - strength bolting shall be special inspected ❑ 111)1)9 Bolts installed in concrete shall he special inspected ❑ 1)1)31 .. Comply with requirements of I'MC 16.04 ❑ 1)113 1 Removal of septic tanks require approval and compliance w ith Kin Co 1 le D ept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...... ❑ "Water healer shall he anchored...." ❑ "Retool )'Ian Reviewer: Permit 'Tech: Vfk t2lk ))ate: Date: s 1 ACTIVITY NUMBER: D01 -264 DATE: 8 -23 -01 PROJECT NAME: Children's Place SITE ADDRESS: 1062 Southcenter Mall SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Structural Review Required Approved Approved with Co ditions REVIEWER'S INITIALS: �xCS 3 CORRECTION DETERMINATION: Approved with Conditions I I n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable No further Review Required DATE: DUE DATE 9 -25 -01 Not Approved (attach comments) DATE: "p---9/a II DUE DATE Not Approved (attach comments) DATE: • : ACTIVITY NUMBER: D01 -264 DATE: 8 -23 -01 PROJECT NAME: Children's Place SITE ADDRESS: 1062 Southcenter Mall SUITE # X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Please Route Approved \PRROUTE,DOC 5/99 Approved I I PLAN REVIEW /ROUTING SLIP 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Completed Incomplete TUES /THURS ROUTING: REVIEWER'S INITIALS: Fire Prevention Structural CORRECTION DETERMINATION: Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable Comments: No further Review Required \• DATE: 7 — O DUE DATE 9 -25 -01 Approved with Conditions n Not Approved (attach comments) n Not Approved (attach comments) DATE: DUE DATE REVIEWER'S INITIALS: DATE: 454a3k9. tit I . w` W D J O 00. N U) • W =: .N LL -W 0: 2 Q` 22 a Z f=0. ZF- w mo o` . w w . ._ O • w • - O F ACTIVITY NUMBER: PROJECT NAME: SITE ADDRESS: 1062 Southcenter Mall SUITE # DEPARTMENTS: Building Division Public Works Complete Please Route PLAN REVIEW /ROUTING SLIP Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: Structural Incomplete Structur. ' eview Required APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 D01 -264 DATE: 8 -23 -01 Children's Place Fire Prevention REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable No further Review Required DATE: Or_ ? .O ( DUE DATE 9 -25 -01 Approved with Conditions n Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: .,Fx %�i t';i n '.�:9; ?:t ».i:. %�:l. acv. 6:. �``. 41 �' a' S:' r' e{" r2r•;:' i��iW. 'iv:x'�E!ztt�rr:�rvaa+r.w.�. ce 6 J U : U O U) Lu ° g Q ; ° :. w Z �: . 1 0 Z F-:. Lu n p` 0 0 1 w W' LI '- • z `. lb H 0 z • .,REGI.STERED . AS:, BY LAW AS . , : CONST CONT GENERAL ' ' n . 'ri %tit.. ' •rAKE*EWw CONS,TRUCTIONL INCI. . 10505 CORPORATE :DR',L #200 "'� •t' :' PLEASANT.- PRAIRIE WI 53158.'.' • r f 09/17/01 15:59 FAX 2628573424 LAKEVIEW Detach And Di +play Cenilicu�e Detach And Display Certificate , REGISTERED AS PROVIDED BY LAW ASI CONST CONT GENERAL .. REGIST .' # EXP. DATE CCO1•• LAKEVCI072KC 01/01/2002 EFFECTIVE x':._'.:.05/.03 /1993 L•AKEVIEW-'CONSTRUCTION'`INC 10505 CORPORATE #2007' = PLEASANT WI :;53158'7 ' L ignutUre • . Issued by DEPARTMENT OF LABOR AND INDUSTRIES • D oi - a to 4 Please Remove And Sign Identification Card Before Placing In BiIIfold • [I 002 FLASH PATCH CONCRETE SLAB FABRIC AND VAPOR BARRIER GRAVEL BASE METAL STUDS CONCRETE BLOCKS/ CINDER BLOCKS/BRICK GYPSUM WALLBOARD/PLASTER SERVICE DOOR • • • • • • • • • • • • • • • w DIVISION OF 1NORK: WORK DESCRIPTION p TEMPORARY UTILITIES BARRICADE DEMOLITION COMPACTED FILL PERF -A- TAPING NEUTRAL PIER(S) 2 METAL STUDS AND o GYPSUM WALLBOARD IE F' PAINTING ?aI DOORS, FRAMES AND HARDWARE STOREFRONT FRAMING AND FINISHES STOREFRONT FINISHES (WHITE MAPLE PLYWOOD) SLASS ENTRY 00055 4 HARDWARE OVERHEAD ROLLING GRILLE SALES AREA AC T. 6 GRID STOCK ROOM A.G.T. 4 GRID CEILING GRID TIE WIRE TOILET ROOM SALES AREA GYP. BD. SOFFITS DISPLAY WINDOW GYP. OD. SOFFIT PAINT WHITE MAPLE PLYWOOD 4 VERTICAL TRIM. WOOD BASE NAIL DOWN WOOD FLOORING. SUBFLOOR FIEG GLA56 REINFORCED PANELS 4 TRIM (AT TOILET ROOM WALLS) MELAMINE NALL SYSTEM PANELS VGT (NON PUBLIC AREAS) VINYL BASE SALES AREA FLOOR TILE 4 GROUT ROUND COLUMN ENCLOSURES BLADE SIGN STOREFRONT TRANSOM WINDOW REVERSE STICK SIGN STOREFRONT WINDOW DECALS BACKWRAP SIGN METER BASE METER CONDUIT 4 PULL WIRE TO SPACE SERVICE WIRE TO SPACE COMPLETE ELECTRICAL WIRING OUTLETS 4 SWITCHES SIGN OUTLETS FINAL SIGN CONNECTION ro TELSPACE EPHONE CONDUIT 4 PULLNIRE T TEELEP A NNE A G P ONDUIT 6 PLILLWIRE (DATA WIRING BY BY TENANT LANDLORD CONTRACT • • • • • • • • • • • • • • • • BY TENANT LL • • • • • • • • • • U REMARKS EMEND BARRICADE A5 REQ. FOR NEW CCNSMOTION AS REQUIRED PATCH As REQUIRED SEE AIO SEE SIFT A O G.O. TO PATCH EXISTING GYP. Ea. A9 FGfdIiRED, BEE SNffT AIO G.G. TO P AND REPAIR As tStUm G.O. TO PATCH AND REPAIR A9 RETiIIRED • • • • • S sI�T Aso E SEE SHEET ASO WINDOW CLIPS PROVIDED BY Ti7E CHIL.DRESS PLACE • INSTALLED ELY TENANT' AENPRAL CONTRACTOR PULLS PDM BY THE LORR JS ROJI PIG GE / INSTALLED BY TENANT 64'IERN. GONIRAGTOP EE G.G. TO PATCH AND REPAIR N RNQIIRED • • • • • • • • • • • • • • • • • • • • • • • • • • • • • G.L. TO PREPARE FLOOR AS REQUIRED 9E£ DETAIL WA52 TENANT G.D. TO CCVRDINAR INSrALLAnoN WITH SIGN Y.OHP SEE OETNL 2151.1 eEE DETAIL 2/51.1 TENANT 6£.BlAL CONTRACTOR 0 SATE. AS REQUIRED Sc ELECTRICAL NOTES ON SHEET 12 VERIFY IN FIELD F WORK DESCRIPTION LIGHT FIXTURES U LAMPS WIRING AT, GRILLE MOTORS INTERLOCKS AND KEY SWITCHES! WIRELESS SENSOR it ANNUNCIATOR SYSTEM SERVICE DOOR BUZZER SENSORMATIC ALARM. SYSTEM AIR'. SUPPLY TO SPACE DUCT HEATERS VAV BOX(E5) NU HEATER ROOF TOP UNITS DUCTWORK, DAMPERS, GRILLES FRAMING FOR MECH. EQUIP. TOILET ROOM EXHAUST DUCT TOILET ROOM EXHAUST FAN SMOKE EXHAUST SANITARY STUB TO SPACE VENT PIPE TO SPACE COLD WATER TO SPACE WATER HEATER SUPPLY, VENT, WASTE PIPING WATER METER PLUMBING FIXTURE DRINKING FOUNTAIN TOILET ROOM ACCESSORIES FLOOR DRAIN MOP, SINK SPRINKLER MAIN TO SPACE GRID / HEADS MODIFICATION OF HEAD LOCATION LL FIRE ALARM SYSTEM AUDIO 4 VISUAL ALARMS SMOKE DETECTORS FIRE EXTINGUISHERS GASHWRAP BACK WRAP CABINET WALL HARDWARE - SALES AREA RECESSED STANDARDS SURFACE STD. STANDARDS SHELVES/STANDARDS ABOVE MANAGERS DESK 4 TOILET ROOM SALES AREA FLOOR FIXTURES WALL SYSTEM - WHITE MAPLE PLYWOOD 4 BLOCKING WALL SYSTEM - MELAMINE PANELS, STANDARDS 4 CHANNELS FITTING ROOM AREA MIRRORS. FITTING ROOM HOOKBOARDS STOCKROOM SHELVING AND FURNITURE STEREO SHELF DISPLAY WINDOW RAILING PLASTIC LAMINATE MGRS. DESK 2" X 2" IMPAC GRID TOILET ROOM BABY CHANGING STATION SOUND5Y5TEM SPEAKERS CLEAN -UP ELASTOMERIC MEMBRANE THE CHILDREN'S PLACE • • • • • • • LANDLORD CONTRACT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • e • • • • • • • • • • • • , • • • TENANT • • • • • REMARKS SEE SKEET EID see 0.0er 06 061201 TENANT 6D. TO PROVIDE AND INSTALL DOPER SEE EIJ SEE SHEET MID FOR .,COPE OF REAM TO MIO FOR .SCOPE OP WORK SEE SHEET MID 6G TO BRI .TO 'LIKEN W CONDITION G.G. TO BRIMS TO 'LIKE NBN' CONDITION EVESID ALL UTILITY LINES AS REQUIRED SEE SET. PIO POR SCOPE OF WORK AS PER LOCAL CODE `$ �• DRAWIN65 5� F' DRAWIl4F TENANT W. TO PROVIDE BLOCKING AS REWIRED TENANT G.G. TO PROVIDE BLOCKS. AS REQUIRED B.G. TO COORDINATE LENGTH 9(TN MILLWORK VENDOR ss SIFT PID G.L. TO COORDINE QIICAL RKQ4RED 1 VOLUM CONT LOGATIOPI SEE FINAL GLENN-Up NOTE ON SHEET ABC LIST OF DRAWINGS: GENERAL 4 SPECIFIC NOTES DEMOLITION PLAN 4 NOTES FLOOR PLAN, 4 DETAILS REFLECTED CEILING PLAN SEISMIC DETAILS STOREFRONT ELEVATION 6 STOREFRONT PLAN STOREFRONT SECTIONS 6 PETALS DETAILS INTERIOR ELEVATIONS oz. ozci DOOR, HARDWARE, FINISH SCHEDULES AND DETAILS SIGNAGE DETAILS 6 SCHEDULE I. GENERAL PRODUCT SPECIFICATIONS PI.0 FIXTURE PLAN COLUMN DETAILS 4 SCHEDULE 103 STOREFRONT MILLWORK DETAILS 6 PLA F50 CASHWRAP a ASSEMBLY DETAILS F4.0 COLUMN MILLWORK DETAILS MECHANICAL PLAN AND NOTES MECHANICAL. SPECIFICATIONS. 4. DETAILS ELECTRICAL PLAN LIGHTING PLAN 6 SCHEDULES ELECTRICAL NOTES PLUMBING PLANS 4 NOTES SPI.O. SPRINKLER PLAN N NOTES 51.0 STRUCTURAL SPECIFICATIONS 52.0 STRUCTURAL. DETAILS TTG -OI TYPICAL TENANT GUIDELINES ELECTRICAL DETAILS AND SPECIFICATIONS ELECTRICAL DETAILS AND SPECIFICATIONS TTM - I MECHANICAL DETAILS AND SPECIFICATIONS TTM -2 MECHANICAL DETAILS AND SPECIFICATIONS TIM -5 MECHANICAL DETAILS AND SPECIFICATIONS MECHANICAL DETAILS AND SPECIFICATIONS MECHANICAL DETAILS AND SPECIFICATIONS 8/20/01 5/20/01 5/20/01 8/20/01 5/20/01 5/20/01 5/20/01 5/20/01 5/20/01 5/20/01 5/20/01 5/20/0 5/20/01 5/20/01 5/20/01 5/20/01 8/20/01 5/20/01 8/20/01 5/20/01 5/20/01 5/20/01 5/20/01 ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRICARICO CONSULTING ARCHITECT LA 42941 MI 426316 MN 115999 NE 4A -1139 NV 41616 NH 41112 NM 41124 NY 4012094 AL 41926 AK AZ 416150 AR 41595 GA 4C -015102 CO 4G -2445 CT 45005 DG 43405 DE 42013 FL 47605 6A 49470 HI 4AR-05647 ID IL IN IA K9 Kf DATE: ISSUE 41321 4001 -010'119 44114 42564 42177 42116 PROJECT: NG 1 :065 ND 4615 OH 46050 8/20/0 CLIENT 8/20/0 LANDLORD 8/20/0 BUILDING DEPT. 8/20/01 VENDORS 500 VALLEY ROAD WAYNE, NJ 07470 T 973 , 692. 0222 F 973 .692.0223 E ttg•trlcarlco.com THE CHILDREN'S PLACE NICHOLAS , I. TR'IGA CONSULTING ARCH OK 42203 OR 42600 PA 4 8 - 0030 RI 41011 SC 42126 SD 43154 TN 4012594 TX 40180 UT 41555 VT 41291 VA 44220 WA 44505 WV 41466 WI 4A -5097 WY 4C -1001 PR 414455 © ALL RIGHTS RESERVED THIS DRAWING, THE IDE516N INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRICARICO GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE A7 TIE °ALE RISK OF THE OTHERS. FURTHERMORE THE CLIENT A61EE5 TO DEFEND, INDEMNIFY AND HOLD THE DES16N PROFESSIONAL fiARMLIS. FROM ALL CLAIMS, ARISI INLLIRIES, UN' OF ES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. 7HE. GENERN.J CONTRACTOR AND/OR ALL 9U8- CONTRACTORS WORKING FROM THESE FLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRMENTATIVE PESARO.. MBAWREMENTS, IF SUCH 1'EA RE'MENT5 DO NOT APPEAR GORP?W7 ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED'S122. No. REVISIONS / BY: LOCATION: SPACE #0404 SOUTH CENTER MALL TUKWILA, WA PROJECT NO. DRAWN BY 10302 ECB SCALE: CHECKED SY: AS NOTED HW / JRA DATE: F`J /2O /O I APPROVED BY DRAWING NAME: TITLE SHEET PROJECT 1 I RECTORY: � L I DRENS PLACE SPACE 50404 SOUTH CENTER MALL TUKWILA, WA 45121 TENNSUF UPATIVE• RYAN ANDERSEN THE CHILDRENS PLACE 915 SEGAUGUS ROAD SECA000S, NJ 07094 TEL: (201), 558 -2400 ABC:finan THE TRICARICO GROUP 500 VALLEY ROAD WAYNE, NEW JERSEY 01410 TEL: (513) 692 -0222 FAX: (973) 692 -0223 ATTN. ELLEN BLAKELY THE RICHARD JACOBS GROUP 25425 CENTER RIDGE RD CLEVELAND, OH 44145 TEL: (440) 511 -4500 FAX: (440) 505 -6904 THE RICHARD JACOBS GROUP 25425 CENTER RIDGE RD CLEVELAND, OH 44145 TEL: (440) 508 -1553 PAX: (440) 505 -6909 ATTN: SHAM BOYSKO KEY FLAN: SYMBOLS: - DETAIL NUM EER ELEVATION SNIT LOCATOR 'D01— 2(a DUILDiNG DE CITY OF TUKWILA BUILDING DIVISION 6300 SOUTH CENTER BLVD. SUITE 100 TUKWILA, WA 48158 TEL: (206) 431 -3610 THE CHILDREN'S PLACE LEVEL I OF I SPACE #0404 SECTION SECTION DETAIL PLAN DETAIL PARTITION LUMBER C L) REVISION SYMBOL ( ) FINISH MARKER O OOR IDENTIFIER SYNIHOL IJI1 T.G.G. =.TENANTS GENERAL CONTRACTOR FILE COPY I understand that the Plan Check approvals are subject to errors and omissions art approval of plans does not authorize the violation of any adopted code or ordinance. ROcalpt of non- trA" is may of Spprovald plants acknowledged. m at Pe/.ill Date Ci" I) -off Permit No 091800 1o1600 MECHANICAL DETAILS AND SPECIFICATIONS GODS ANALYSIS: 2. BEARING WALLS - INTERIOR. 3. NONBEARING WALLS - EXTERIOR ................ N 4. STRUCTURAL FRAME ........ . .............................. S. PARTITIONS - PERMANENT . ............................. N N. SHAFT ENCLOSURES ............. ............................... N 1. FLOORS AND FLOOR-CEILINGS.. . MANS OF EGRESS (CHAPTER 10) OCCUPANT LOAD: (TABLE I0A) SALES, 3,159 S.F. / 90 S.F. PER PERSON = OTOCK: 1.011 S.F. / 300 5.F. PER PERSON = MINIMUM PLUMBING, FIXTURES. (TABLE A -29 -A) AREA: SEPARATE PERMIT REQUIRED FOR; I� ECHANICAL P ELECTRICAL LUMBING G AS PIPING CITY OF TUKWILA BUILDING DIVISION WATER CLOSET REQUIRED: I ....................... I EXISTING LAVATORY REQUIRED: 1 . ............................... I EXISTING DRINKING FOUNTAIN REQUIRED: 0 MOP SINK REQUIRED: O UNIFORM BUILDING, CODE 1991 UNIFORM PLUMBING CODE 1991 UNIFORM MECHANICAL CODE 1997 UNIFORM FIRE CODE 1991 NATIONAL ELECTRIC CODE 1949 WASHINGTON STATE ENERGY CODE WASHINGTON STATE ACCESSIBLITY CODE OPACE Drsceue- 10N GROSS SQUARE FEET: 4,830 S.F. BUILDING CODE CHAPTER 3 - USE OR OCCUPANCY: USE GROUP: M- MERCANTILE (SECT. 509.1) CHAPTER 6 - TYPES OF CONSTRUCTION: BUILDING CONSTRUCTION TYPE: II N, NONCOMBUSTIBLE I HR, FULLY SPRINKLED FIRE RESISTANCE RATING OF STRUCTURAL ELEMENTS: (TABLE 6A) 125 PERSONS 4 PERSONS TOTAL OCCUPANT LOAD = 129 PERSONS MAXIMUM LENGTH OF EXIT TRAVEL: 250FT. (1004.2.52) MINIMUM EGRESS WIDTH: 02" PER PERSON (1003.2.32)(TABLE 10-8) TOTAL EGRESS WIDTH: 02" X 129 PERSONS = 26" MINIMUM NO. OF EXITS: 2 (TABLE 10A) MINIMUM WIDTH. OF CORRIDORS: 44" (1004.5.4.2) MINIMUM WIDTH. OF AISLES : 36' (1004.522) MINIMUM DOOR WIDTH: 36" WITH 52" CLEAR PASSAGE (1005.5.1.3) PLUMBING CODE (CHAPTER 29) RECEIVED CITY OF TUKWILA PERMIT CENTER 091600 SALES: 3,564 5.F. STOCK RM: 423 S.F. bOt_ 21 TOILET RM: 53 S.F. FITTING RM. 140 S.F. CORRIDOR: 55 S.F. TOTAI ARFA, 4AOT) SF DRAWING NO. c, Q z I- V ILI 1 0 0- Q V J IL ON 173fONd �poN�E a n N N oW U 0 et Q Qi Oz O ry z x F A 2 ok' TA o Y RtIVICIMO - yyNN Up' :1 4< l< u U U R E LL 0 20 ? 14Wd --',_! 1 il 4 Oi ! 1 i 1 i -p q s 16 O Zy+l�.l W _ g H `-'- i gN t A ii!i !ph k ''' pnli I lkg hgl 4§P1 PPM 1 1 1$04 ga4 2 p ( 4411P - - 4 Op hqq Aq 1 00 i4;ith HP µ ili) I-`2a o F F gS . orb 8 . 5 g lq _ E �yS � L � ! - y � � �j JJ j Q [j� 4$ - �+ § 1 �g R! xp N 1 dd PQ _ ild :Fell Ppe .,) , §- , q. 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N H � "7 ❑ '' g � � �� mN � F� O QtIS�� V t HH J� i � � 5 � H i i <H �; � � Vi �� d m � �a �d Ibd $ a 'ate ooh j � F $� p J B p W k' DWI V qq WZ hi ,y�7+ ti O q I{� _ 411-i.g � f ! F -Zq 910! d ! ~ � Zj (� 010 k �b o NJ € Q¢1 -❑ 2 aOVy�= �� � �a� � ���� 9� B � ��+ - °�� � fl � ���a 11! O3 �� �g 'eg !2g g :r! � 3 a a g Y F �' 8 z LL � ,9,W1p 2 1 L !III 1 ii /NI 44i J KO 0 HL ��° eg g . _ 1 e H1H u ❑a s,,o s s � � � _ -� g = � R �i a s > `_ i P, ga. s liH fi � l !PJ p _ _W H; f IJ - �"-.�" U P 3a � � � SFr W ill pn1 p §a HW !I m -! s P <� Est E ! h.0v. . ! s < a Es- !fls N n i[l .D - m _ C�1 H h MALL COLUMN AND ENCLOSURE TO REMAIN. G.C. TO PATCH AND REPAIR AS R. EXIST. ELL- ,RICAL EQUIPMENT- SEE -SHEET ELI FOR MORE INFORMATION SECTION OF DEMISING WALL TO BE REMOVED FOR NEW' SERVICE DOOR- SEE SHEET AI.O FOR ADDITIONAL INFORMATION SCALE: 1 /6 -O" i i I i J MALL COLUMN TO REMAIN 1 1-] 26'_4" REMOVE ALL EXISTN6 FIXTURES/ COUNTERS. PATCH AND REPAIR DEMISING WALL AND 5LA8 AS REQUIRED. _ EXIST. 6FIG TO REMAIN ' EXISTING TOILET ROOM TO REMAIN. BRING ALL FINISHES AND FIXTURES TO 'LIKE NEW' CONDITION • SEE SHEET KO FOR SCOPE OF WORK. EXIST. DECK ABOVE TOILET ROOM AND EXISTING I HOUR RATED GYP. BD. CORRIDOR CONSTRUCTION TO REMAIN DEMOLITION FLOOR PLAN ALL WORK TO BE CONDUCTED BY TENANT'S GENERAL CONTRACTOR AT TENANT'S GENERAL CONTRACTORS EXPENSE. - CONTRACTOR IS TO VERIFY THAT THIS SPADE 15 ASBESTOS FREE. - CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN PLANS AND SPECIFICATIONS AND REMOVE ALL SEERS AND RUBBISH FROM THE PROJECT AND SHOPPING CENTER SITE. - DEMOLITION WORK WILL REQUIRE APPROVAL FROM THE LOCAL BUILDING DEPARTMENT, AND ALL INSURANCE PAPERS AS REQUIRED BY THE LANDLORD OF THE BUILDING To BE SUBMITTED WITH THE REQUIRED LIMITS OF LIABILITY AND INDICATION OF INSURED PRIOR TO STARTING WORK. - ALL AREAS WHERE DEMOLITION 15 TO OCCUR TO BE SECTIONED OFF FROM THE PUBLIC AND ALL REQUIRED SHORING, BARRICADINS, AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR. - ALI_ WORK TO BE IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. - REMOVE ALL RUBBISH AND DENNIS FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR PLACED IN PRE - APPROVED DUMPSTER LOCATIONS; THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD REPRESENTATIVE. - ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED ONLY IN AN APPROVED DUMPING SITE. NO ASBESTOS REMOVAL OR DEBRIS DUMPING TO BE COMPLETED BY THIS GONTRAGTOR. - DEMOLITION CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY COMPANY REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING AND UTILITY COMPANY LINES ABOVE, WITHIN, OR BELOW THE PREMISES TO AVOID ANY POSSIBILITIES OF GUTTING SUCH LINES, CAUSING EXPLOSIONS, ELECTRICAL OUTAGES, LEAKS, ETC. - COMPLETE ALL WORK FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS ", IF APPLICABLE. - DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT THE "QUIET ENJOYMENT" OF ALL ADJACENT.TENANTS OR THE MALL IS ADHERED TO AND THE OPERATION OF ADJACENT TENANTS OR THE MALL 15 NOT HAMPERED IN ANY WAY. - PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO ACTUAL DEMOLITION. - COMPLETE ALL CUTTING OF SERVICES OR UTILITIES' AFFECTING THE MALL OR ADJACENT TENANTS INCLUDING SPRINKLER OPERATION ON "OFF HOUR ". rE F NI F I;2 AI T7 M n I ! T I n N NI n T 1= S 24' -0" Q I I I I� / � REMOVE EX'S j-t j j-- j/ PARTITION . ■ 1 1 I a �� REMOVE EXISTING N. F +H H- ROOF MOUNTED I I I 1 SMOKE EXHAUST t _ t _ t t _ FAN - SEE MI.O -- H. +H H FOR ADDITIONAL � ' c6 1 1 i INFORMATION L_LJ SA LVA6E EXIST. I __ T-STAT SEE MI.O FOR MORE ' _ INFORMATION F EXIST. ELECT. PANEL SEE L_ SHEET Ei0 -FOR-SCORE- OF WORK 24' -0" SPRINKLER MAIN 12' -10" - 15'-4" A.F.F. REMOVE EXIST. FINISHES 6 WALL REMOVE ALL EXIST. CEILINGS, SOFFITS, TRACKS, LIGHT COVES, FLUORESCENT FIXTURES DOWN TO EXIST DEMISING LIGHT FIXTURES, < TRACK LI6HT5 WALL. PATCH S REPAIR AS REQUIRED, THRU -OUT STORE I TYPICAL BOTH SIDES EXISTING EXIT CORRIDOR TO REMAIN- PATCH AND REPAIR ALL WALLS AS REQUIRED. BRING, ALL FINISHES AND DOORS TO 'LIKE NEW' CONDITION. EXIST. REAR SERVICE DOOR TO REMAIN. 6.0. TO BRING. TO "LIKE NEW" CONDITION. SEE SHEET A5.0 FOR MORE INFO. - ALL ELECTRICAL DEMOLITION TO BE COMPLETED BY A BONDABLE LICENSED ELECTRICIAN. - ALL PLUMBING DEMOLITION TO BE COMPLETED BY A BONDABLE LICENSED PLUMBER. CAP ALL DOMESTIC AND WASTE , PIPING IN WALLS AND FLOORS RESPECTIVELY. - DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR WORKMEN IN CASE OF FIRE OR HAZARD AND NO DEMOLITION. WORK GAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES. - ALL FLOORING AND CEILING MATERIALS TO BE REMOVED UNLESS OTHERWISE NOTED. - REMOVE ALL WALL FINISHES AND TRIM WITHIN "AREA OP WORK ", WHICH INCLUDE BUT ARE NOT LIMITED TO CARPETNINYL BASE, SLATWALL, WALLGOVERING,, WOOD TRIM AND CASINGS, AND CASE MATERIALS. - ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE SHOPPING CENTER OR BUILDING (A5 APPLICABLE). - ALL PENETRATIONS THROUGH DEMISING WALLS, WITH DUCTS OR. PIPING, TO BE FILLED AT OPENING WITH "FIRE-STOPPING" MATERIALS TO MAINTAIN T'S INTEGRITY OF A ONE (I) HOUR PARTITION FLOOR TO CEILING. ALL DUCTWORK PENETRATING THESE PARTITIONS TO HAVE A FIRE DAMPER INSTALLED, SUCH DAMPER TO BE TESTED BY H.VA.C..SUBCONTRACTOR AND FIRE MARSHAL. - MECHANICAL SUBCONTRACTOR TO REMOVE ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PLUMBING FIXTURES, PIPING SYSTEMS, ETC., NOT REINS REUSED (SEE SHEETS MI.O AND M20 FOR ADDITIONAL INFORMATION) - MECHANICAL SUBGONTRACTOR 15 NOT ALLOWED TO LEAVE THESE ITEMS IN PLAGE AND ABANDON SUCH ITEMS, BUT MUST REMOVE SAME FROM PROJECT SITE. - SPRINKLER SUBCONTRACTOR TO REMOVE ALL EXISTING SPRINKLER EQUIPMENT, PIPE, DROPS, ETC. NOT BEING USED ON THE PROJECT SITE AND NOT TO SIMPLY ABANDON SUCH EQUIPMENT, PIPES, ETC., BUT TO DISCARD AND REMOVE FROM THE PROJECT SITE. ALL UNUSED EXISTING SPRINKLER HEADS TO BE REMOVED FROM SITE AS WELL. - THE WORK SHOWN IS BASED ON BEST AVAILABLE INFORMATION WITH OR WITHOUT U5E OF A SURVEY.. THE DEMOLITION SUBCONTRACTOR AND /OR GENERAL CONTRACTOR WHEN REVIEWING CONDITIONS TO QUOTE COSTS FOR PERFORMING WORK TO IMMEDIATLEY NOTIFY THE CLIENT AND CLIENT'S ARCHITECT OF CONDITIONS,DIFFERENT FROM WHAT IS SHOWN, MORE OR LESS PLUMBING AND /OR H.VAO. IF COLUMNS) AND /OR THEIR LOCATIONS ARE SHOWN DIFFERENTLY, OR OF GREATER QUANTITY OR SIZE, NOTIFICATION TO SE MADE IMMEDIATELY. ALL OF WHICH AS NOTED ABOVE, AT TIME OF. BIDDING'. 4 ADJACENT TENANT 146' - 5" I LEASE DIMENSION 24' -0" EXISTINL R.T.U. .I TO EXISTING REMAIN SEE MA FOR ADDITIONAL INFORMATION +/; 24x15 +/- 24 DIA Y01 DUCT EXISTING R.T.U.42 TOI rl7 REMAIN- SEE M1.0 FOR _A ADDITIONAL INFORMATION MALL SERVICE CORRIDOR (NOT IN LEASE) ADJACENT TENANT DI P SPRINKLER MAIN 6 12' -10" TO REMAIN 24' -0" -- - N REMOVE COLUMN ENCLOWRE, TYPICAL - REMOVE ALL ABANDONED WIRE, CONDUIT, CEILING AND LIGHTING SYSTEM HANGARS, BLACK IRON, AND FRAMING TO DECK ABOVE AND TO LIMIT OF TENANT SPACE AS REQUIRED. DO NOT ABANDON ANY UNUSED ITEMS IN PLAGE UNLESS NOTED OTHERWISE. REMOVE EXISTING SOFFIT ABOVE MALL COLUMN TO REMAIN, TYPICAL-, r 24' -0" 6" DIA. MALL DUCT TO REMAIN MALL COLUMN TO REMAIN, TYPICAL REMOVE ALL EXISTN6 FIXTURES/ COUNTERS. PATCH AND REPAIR DEMISING WALL AND SLAB AS REQUIRED. 03010 i L POP -GUT DIMENSION 11 MALL BEAM 6 13'-0" A.F.F. TO REMAIN - H L - -- - r. 1111 6" DIA. MALL 7 D TO REMAIN f) EXISTING NEUTRAL PIER TO REMAIN. S.C. TO PATCH 4 REPAIR AS REQUIRED. REMOVE EXISTING GLASS STOREFRONT, BASE, SOFFIT, ETC. REMOVE .EXISTING GLASS STOREFRONT, BASE, SOFFIT, ETC. EXISTING. NEUTRAL PIER TO REMAIN. G.G. TO PATCH R REPAIR AS REQUIRED. EXISTING- WALLS TO REMAIN - 49 REMOVE EXISTING MALL TILE. TENANT 6.G. TO REFER TO SHEETS ALO 4 A5.0 FOR EXTENT OF MALL TILE TO BE REMOVED. REMOVE EXISTING FINISHES 4 SIDNSAND ALONG ENTIRE STOREFRONT (TYP) O Y i Q N - REMOVE EXISTING TENANT TILE. TENANT G.C. TO REPLACE WITH MALL TILE. MALL - 50 REMOVE EXISTING CONSTRUCTION E M O L I T I O N N L E G E N D REMOVE ENTIRE STOREFRONT CONSTRUCTION, SOFFITS, AND GRILL ASSEMBLIES. CONFIRM EXTENT OF MALL BULKHEAD DEMO. WITH MALL MANAGEMENT. I. MECHANICAL SUBCONTRACTOR TO REMOVE ANY EXISTING MECHANICAL EQUIPMENT (REMOVE EXISTING EQUIPMENT AND DISCARD FROM SITE TO AN APPROVED DUMPING SITE) INCLUDING ALL. EXISTING MECHANICAL UNITS DUCTWORK SERVICING EXISTING TENANT SPACES, PLUMBING FIXTURES, PIPING SYSTEMS,8 STRUCTURAL FRAMING, ETC. NOT BEING REUSED(SEE SHEETS MI.O $ M2.0 FOR ADDITIONAL INFORMATION), - MECHANICAL SUBCONTRACTOR 15 NOT ALLOWED' TO LEAVE THESE ITEMS IN PLACE AND ABANDON SUCH ITEMS, BUT REMOVE SAME FROM PROJECT SITE. 2. TENANTS GENERAL CONTRACTOR (OR MALL DESIGNATED AUTHORIZED CONTRACTOR AT TENANT GENERAL CONTRACTOR'S EXPENSE) TO REMOVE OR REPLACE AS REGD. ALL EXISTING P.V.C. PIPING (IF EXISTING) WITH CODE ALLOWABLE MATERIALS THROUGHOUT LEASED PREMISES AS REQ'D. PER LOCAL CODES. 5. ALL ROOF WORK TO BE COMPLETED BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AT TENANT GENERAL CONTRACTOR'S EXPENSE. (AS APPLICABLE) MOUNTING OF UNIT AND ROOF PENETRATIONS SHALL SE APPROVED BY LANDLORD PRIOR TO INSTALLATION. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF ANY EXISTING CONDITIONS DISCOVERED DURING THE DEMOLITION PHASE AFFECT THE PROPOSED DESIGN. 5. THE TENANT'S GENERAL CONTRACTOR 15 TO HIRE A LOCAL STRUCTURAL ENGINEER OR MALL'S STRUCTURAL ENGINEER (IF REQUIRED BY MALL) TO PROVIDE DRAWINGS AND CALCULATIONS AS REQUIRED BY THE LANDLORD AND /OR THE BUILDING DEPARTMENT FOR THE SUPPORT OF THE NEW HVAC UNIT. THE GENERAL CONTRACTOR 15 REQUIRED TO PROVIDE ALL NECESSARY MISCELLANEOUS STRUCTURAL STEEL SHAPES, SUPPORTS, FRAMING AND BRACING FOR THE NEW MECHANICAL UNIT(S), DUCTWORK, COLLARS, DIFFUSERS, REGISTERS, EXHAUST FANS, HEATERS, ETC.) AS REQUIRED. E. REMOVE THE FOLLOWING THROUGHOUT THE LEASED SPACE UNLESS OTHERWISE NOTED: '" FLOOR FINISHES, UNLESS NOTED OTHERWISE, DOWN TO THE CONCRETE SLAB OR 'WOOD SUBFLOOR INCLUDING, BUT NOT LIMITED TO ANY AND ALL ADHESIVES OR GROUT. ' WALL FINISHES INCLUDING STANDARDS * ALL CEILING GRID AND TILE UNLESS NOTED OTHERWISE * ALL LIGHT FIXTURES UNLESS NOTED OTHERWISE " H.V.A.C. EQUIPMENT (COORDINATE WITH MECHANICAL SHEETS MI.O 4 M2.0 FOR REUSE/REMOVAL OF EXISTING EQUIPMENT, DUCTWORK, ETC.) * ALL MILLWORK' FIXTURES INCLUDING GASHWRAP * ALL STOREFRONT FRAMING TO MALL BULKHEAD * ALL ROLLING GRILLE ASSEMBLIES r) M n I I T I n iJ NI n T T= c, CEIVED CIl "Y OF TUr.WIL� PERMIT CENTER ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRICARIGO CONSULTING ARCHITECT LA .2947 ME .974 MD H.J965•R MA .4576 MI .28576 MN .15995 145 .1546 MO .A -4565 MT .1.154 NE .A -IT NV .1878 NH *11.2 NJ .06411 NM .1724 NY .012094 WA .4506 AL .1926 AK AZ .15750 AR .1595 CA .G -015102 CO .G -2445 CT .5005 DC .5455 DE .2075 FL 6A HI 10 IL IN IA 145 tOrrt KY .2116 .7805 .3476 .AR -05697 .1521 4001 -010/15 .4114 .2.984 DATE: N0. PROJECT: SFP 1 2 2001 AS NOTED DRAWING NO. NC .5085 DATE: ISSUE 8 /20 /Oi CLIENT 8 /20/01 LANDLORD 8/20/01 VENDORS CITY Of 1IAWLN APPROVED etRi_ D Ni,1l lI 0 GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 . 692. 0222 F 973 .692.0223 E ttg®trlcarlco,com OK. OR PA RI SC sv TN TX UT VA 8/20/01 BUILDING DEPT. THE CHILDREN'S PLACE .2203 .2608 .B -6030 .10'17 .2126 .3754 .012534 .8766 .1355 .1297 .4220 WV .1486 WI .A -509"1 ND .875 PR .14455 OH 48050 GUA4+ © ALL RIGHTS RESERVED TNIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRA.ENENT5 ARE THE PROPERTY OF THE TRIGARICB GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIEN MATERIALS BY THE CLIENT, AGENTS OF THE CL%ENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRIT,. APPROVAL OF THE DESIGN PROFESSIONAL SHALL EE AT T•IE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL' CLAIMS, INJURIES, DAMASE5, LOSSES, EXPBHSES PJ1D ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE''6ENN*. CONTRACTOR AND/OR ALL 519- GONTRAGT05.5 WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUP.5MENT5 DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE COR FCTLY TO TPE INDICATED 5.. .aMI1111111114MINSa REVISIONS / SY: LOCATION: SPACE #12404 SOUTH CENTER MALL TUKWILA, WA PROJECT NO. DRAWN BY: 10302 T.R.P. SCALE: CHECKED BY: AS NOTED HW / JRA DATE: 8/20/0 APPROVED BY: DRAWING NAME: DEMOLITION PLANS NOTES NICHOLAS J. TRIGA' I CONSULTING ARC' `I F G °T ERED 1iTECT cu • II)IDII] z 111 - 7 0 0_ ADJACENT TENANT -ALL GYPSUM BOARD TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED -ALL GYPSUM BOARD TAPED, SPACKLED (3) GOATS 4 PRIMED FOR FINISH ROOM -ALL WOOD BLOGKIN6 CODE) FOR STANDARDS AND IN STOREFRONT TO BE FIRE RETARDANT -ALL PLYWOOD OR MDF TO BE FIRE RETARDANT -ALL STANDARDS SHOWN ARE NEN, UNLESS NOTED OTHERWISE. - GENERAL GONTRAGTOR TO SUBMIT FIXTURE DRAWINGS WITH REQUIRED FIELD SURVEYED INFORMATION TO CHILDREN'S PLACE MILLWORK CONTRACTOR PER NOTED INSTRUCTIONS ON THE FIXTURE SHEETS AT EARLIEST POSSIBLE DATE AFTER AWARD OF -IT 15 THE 6ENEFtAL CONTRACTORS RESPONSIBILITY TO PROVIDE HORIZONTAL SOLID WOOD BLOCKING AS REQUIRED FOR SUPPORT OF ANY WALL HUNG FIXTURE -ALL FIXTURE BLOCKING MUST MEET STATE AND LOCAL CODE APPROVAL FOR MAXIMUM WEI6HT SUPPORT (P.S.IJ PER SQUARE INCH. -- - - - - - -- - - .. / /A \ - � �� ` I . 0 GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973. 692. 0222 F 9 73 . 692. 0 2 2 3 E t} 73 rICarIco com L � l� O O a) 148 v O 0 1 23-4 , 24' -0" 24'-O" LEASE DIMENSION 24' -0 24-0` 24-0° DI • `� ON E%15rIN6 MOLL tem.. PIER 6L. TO PATCH I REPAIR AS REQD 2 � • -6' O I'LIO , , " I �f BABY �3 b „ I'"B�PEN 1 - 6 3' -b' LAYETTE , 15 yJ 0° s BOYS <3-6 .4' BOYS d , BABY III1 2 - p • 0 1 _� � O _g_�_�_� r p �L ®2 - ,,Q •,� 5 ro ° c ® o - _ A 1 ` - - - - J _ _ t - mI I -S2 -S° - - - _ - . - - - - - - - ° ! I_ I �NI - v LINE OF GYP. BD. SOFFIT ABOVE LIM OF CURVED TOOt�RONi SIGN ABOVE- N 4I A OF I) O m Z Q LINE OF GYP. 9D. SOFFIT ASE 912• THICK CLEAR TEMP. 6LA°Fi STORERONT SYSTEM L6i` E LINE _ - - _ STOCKROOM WRAP 6TP. 5O TIGHT TO ,� „ , ,�, , 7� • _ , = _ - -= IiII 1. 1 _. I I1 VERTICAL 3/4 METAL L CRAVE., FACTORY RASH, I _ 1 I I 41 ARCHITECTURE & INTERIOR DESIGN � H ®® ^ ■o€TAL vEt HAT CNAKKEL 10 '�• ' IQ 7� -1� -- _ - I► Mr • - wd7E MAP CCU Ma 6/F1.0 C rAp / MO.., REFER TO IA3D FOR MEE.. MENEM.. I MEMN�■ t \���� �1\Ir111 / Nam NICHOLAS J. TRIGARIGO CONSULTING ARCHITECT DETAILS NBRCHANDISE SEE 6/FI 9• 5. TON 51RIP o - .12 ''" !TE ' 6 /^9 MATE HALL PLYWOOD P. f WNK MALI. 5f3 I I I EXISTING TOILET ROOM MANAGERS DE5 C 1O /^ 41' r I 4> I I I I ( I `• MITE MAPLE CO R Bd `• UNIT. SEE DR. SEE DTI 5/ASD 5/ASO mmoun o mmul ����������� Nam ® UM S. d 5 SOFFIT ABOVE AL #1426 LA 0244/ oK 4 15b'(HOLD) LSE O Opp. LSE OF DIMENSION NOTE : AK ME 04/4 oR .260E - O EXPANSION JOINT EXISTINS FLOOR AND I4VN5COT TO REH(nN (PT -2) ® Y p a �''' © © '.j6 Pte' © 40-6' E\ TO ¢. CASHWRAP ®i SEE ELECTRICAL 5M. BD I m J J I F- 1 AZ #19 - 150 MD 09465-R PA 4B -6090 ALL DIMENSIONS ARE TAKEN FROM LE.-SE LINE. GENERAL CONTRACTOR TO LAYOUT SPACE FROM THE LEASE LINE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. AR x1595 MA X45/6 RI kICT GA 4G0151o2 MI 0263/6 SC x2126 I I I I I I�� H WRAP (U LAYER 510" TYPE X' V GYP. BD. DvER METAL HAT QM. TO b' ABOVE CEILING, 5 NO GUT TILES I I Q GO 0912445 MN #15499 SD 09154 V.I.F. INSTALL N. BLUTEPRINT HOLDER TUBE ADJACENT TOLL LL FAN.. SEE 0 VA92 - \ I - '�I FDR SREORMnC .R.evr, ��+ IN5T SLAB �tfr ( f Y m GT 05005 MIS X1948 TN X012594 19 O TSAR TO COlId4N fir$+ D IRECnD N OF YIDOD WRING I I I ©� 1 1 DG 49459 M0 kA -4565 TX *STBB N i oieoo o IQ I I - r, Y �� RELEIVIN6 DESK t$ SIMILAR 17, 10/091 I/ INALL VERTIAL Y MARE ST TRIM n6HT C TO T SIDES t TOP OF CASED igni XSTALL M N FURRED WALL AS TIGHT AS POSSIBLE TO FACE OF / E'en. DEML51N6 WALL MP) ( ' ) i F1.00R1 - _ DE 420'79 MT RISER in' X1955 9 - 4 /605 *A-I NE kA -1994 V7 .129/ � I ���I � I OFELIN65 SEE VET. VA32 / ,�,� o i�nuze L ■rc \ 7ir• _ 7Y°' YiATE M#PIP PLYNPGD PNB EM.Tit 6 (2) HOUR RATID DEMISING WALL: EXISTING WOOD 57D5 YV (2) 6A 094/B NJ 016/0 VA X4220 HI OAR -0564/ NH #1112 WA X4906 W V 01486 1 _ FXST. ELECTRICAL E CLIP EN . SEE 5 EFT EID I' V $00 p7IA 5 1 _ - - I I rod - ME DiL T /AID AND 4/F4A / OF CURTARL E tH01 6i4A� 5YSTgq 5� 1 ) S0 O LAYERS OF GYP BD. FROM SLATS TO UNDERSIDE OF DECK TBNANi bt. TO I `� PATCH A5 REQUIRED TO MAINTAIN FIRE RATING. EMEND GYP. 5D. A5 READ. WALiRE IT DOES NOT EXPEND TO DECK. TM. ALL WALLS. EXISTING (2) HOUR DEMI51N6 WALL: E%15TIN6 METAL STUDS /W (Z) ID *1921 NJ X06411 • ,I - f g- i - b i �tO •! !b. I I Y' + ..GAL 3/4 L' WALL PARE. SYSTEM WITH RECESSED STANDARDS ON SALES \ LINE WALL 1 t 3/1.2.0- I - VERTCAL 9/4° METAL L. IL #001 OIO /19 NM 01124 WI SA-5041 FEN SERVICE DOOR °� MGR -, MOPE 1NFORNiATO 'II ) ry I I ■ _ -_. I " I \ IT J� j • �� �� r' /n t3 OWNO., FACTORY FMISH, 13 MITE- GEE 6,181 I gpE, (VP) SE 5/A9Z - ._ CIMddB., FACTORY F!!dSH, I VOTE- SEE 6,Ay2 � / IN X4114 NY *012044 WY #G -1001 IA 029 NG #3085 LAYER* OF GYP BD. FROM SLAB TO UNDERSIDE OF DECK. TE b D.. 2 TO PATCH A5 REQUIRED TO MAINTAIN FIRE RAT EMEND GYP. BD. A_9 O REGD. WERE IT DOES NOT EXTEND TO DECK. T(1-. ALL WALLS. d 1 M• . =x L._ : EXISTING PLOD STUDS VY N / / I, I �I� ■ �. I - _ KS 0271/ ND WE PR .14495 : \/ ` ��►;�.. 7 4 ..�.�, .. , =a.�. , ...... ,......, »am _ �. �_ - - -_ _ __. r KY .2116 OH 46050 GUAM .592 C� - - - MST. . SERVICE P1.0 REMAIN SEE -- J 1T__7R ITC DDOR SCHEME - -) n>• I �� � p,„ ��� �E - VICE CORRID - I Raaaaaa�� ' I. - Y , LINE O h `AIN. 50ff1T A5P/E I ' MALI. IHdIRN. PIER 6.G. �1-° Q ALL RIGHTS RESERVED 7X15 DRAWING, THE DESIGN INDIGATF�, T!ff FORMAT AND " ANY USE OR REUSE OF ORDINAL OR ALTERED DE616N MATERIALS SY THE CLIENT, ASENT5 OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVUE N AND WRITTEN APPROVAL OF THE DE5I6N PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTIETRMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND - HOLD 710 ,,,,,.5.,„, ,,,,,.5.,„, . L 000 510NAi „ 05 FROM ALL CLAIMS, 1 :5, LO551., OR 0 AND 0 F ATTORNEYS FEES ARISING 345430 OUT UT 01- OF MODIFICATIOO N O R R EUSE OF THESE MATERIALS. � . THe Et GERAL'� CONTRACTOR AND /OR. ALL GL6cONTRAGTORS '- WORKINI6 FROM THESE PLANS AND SIPECIFICATiCMLS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT LiRS OF BD. FROM 5L4 TO UNDRSIDE F DECK ENANT &G. PATCH LAY REWUIRED GYP TO MAINTAIN 3 FIRE K 131' .EXTEND GYP. (9D A5 TRESR'D. TO )'&∎ERE IT DOES NOT EXTEND TO DECK ;'Y1-. ALL WALLS . O ■ ..1� L - ■ •' • EXISTING METAL STUDS NU FOR MORE IHgOW4Ai'C: lig II BABY B'-b" OPEN GIRLS 9'-b" i 6 - _ GIRLS I , A TRExE 1YIN6 V^E51C, ACCESSIBLE PATCH 4 FAIR AS READ O GYP. (iD. FROM S LAB TO UNDERSIDE OF IF..C.K. TENANT G.C. TO PATCH AND REPAIR AS REQUIRED TO MAINTAIN F IRE R ATING. EXTEND GYP, BD. AS READ. WHERE IT DOES NOT EXTEND TO DECK. TYP. ALL WALLS., ' EXISTING DEMi51.'4 WALL, EXISTING LONG. OLOGK WITH GYP. BD. /� 0 4 TENANT GONTRALTOR TO PROVIDE (4) STANDARDS f FULL DEPTH BRACKET' 5/4' THICK MITE MARINE SHELVES. INSTALL 15144 0 4 3 0 • 5'-b' OFF). INSTALL 514404005 MOOD BLOCKING INSTALLED OVER EXISTING ATTACH • ALL WALL. STANDARD SCREW WALL STANDARD SCREW HoL.E), ATTAQI N1AN7FPL'fMER RLYLIREN1ET175. SEE DETAIL 1x95( Pr -I ). Mar DESK 5440,'• 7O' L SURFACE MOUNTED WAVY DIJII' t'(4) 14" DEEP WIDTH OF CCId1T3R x FIRST • F • ■ .6'-0' AFF. DIRECTLY TO 1x9 HORIZONTAL / NEW STUDS AND GYP. BD. (6L. TO LOCATIONS. PROVIDE A 1x3 • EACH ALL STANDARDS SF ..URE_Y PER ON SHEET A5.2, 51MLAR PAINT 42' OFF. EXIST RATED CORRIDOR ADJACENT TENANT FITTING RM #I 101'•6' - � SLAB TO UID'LR51DE OF DECK. T5.C. TO PATCH 1 RB'AIR A5 REQb. FILL ) To OD. C D POROUT \/ ANY VOIDS d EXTEND GYP. BD. AS RECD. TO MAINTAIN FIRE RATING. EXISTING DBMISINS'WAIl, EXISTING GONG. BLOCK TbL. TO. PATCH. d WOOD FLANK FLootei 6 � � FITTING M. #2 PITTING M VESTIBULE ' FACE OF STOCK MI TO LEASE LICE - � S A REA WOOD RAW FLOORING � ®" WOOD ®' PLANK Room. ® 43 Q 301 -AIR A5 REQUIRED. FILL MANY VOIDS AS .012. EXISTING DEMISING EXISTING MASONRY N°TRIGTION FROM GAS OR HIS REPRESENTATIVE RE-SARDINE. MEASUREMENTS, IF SUG+ DO UP PROPERLY EM`GO R GPO NOT APPEAR GORREC 0l ZE. OR SCALE _ CORECTLY 7O THE INDIGATZ2 SIZE. # A O TO UNDERSI OF DECK. TENANT G.C. TO PATCH AND REPAIR AS 00 4 REWIRED TO MAINTAIN FIRE RATING. HOUR RATED 000151N6 WALL: EXISTING METAL STUDS BY L.L. TEN. G.C. EKI55N5 FLOORING (PT -2) WOOD FLANK 54031NS �� ��. 4� .._ DATE: 15591E C Y TO PROVIDE. 4 INSTALL (4) LAYER TYPE .'X! GYP. BO. TO 5T•i1GTI,RE \/ ABOVE. TENANT G.C. TO PROVIDE FIRESAFIN6 AS REOJRED: NEW (U HOUR RATED DE 49 ALL: NEW 9 " , M. 1 ). WALL TO STRUM. 8/20/01 CLIENT 8/20/01 LANDLORD O FLOOR PLAN Q ABOVE E L IN T OE TIES EVERY OTHER COURSE INTO EXIST MASONRY MALLS. O AND CONE!. Woo EXI5TIPI6 5LhB (69 WITH i8' DOWB5. 2' OL. FILL SOLD NTH GONG. ram (I) HOUR RATED PARTITION: 5 5/8' 20 6A METAL STUDS AT !6' DC. 8/20/01 BUILDING DEPT. SCALE: v5" = I' - o" o /uoi DASHED LINE HELOW BENCH INDICATES 2 -I/4' WOOD BRACE, PROVIDED BY TENANTS CONTRACTOR AND INSTALLED BY GENERAL TO PROVIDE CONTINUOUS BLOCKING IN LI MAPLE NE WHITE MELAMINE BENCH 51,fPPORT OF 3/4" PROVIDED BY TENANT'S MILLWORK CONTRACTOR INSTALLETIE INSTALLED BY T GENERAL CONTRACTOR LINE OF CONTINUOUS MILLWORK R GC. ACTO CONTRACTOR WALL FOR S 10'•6" 5 /AI.O WIDTH x 60" HIGH WITH 'J' W/ CHROME OR ALL 0515!00 0400 50013 CTOR TRIM ALO MAPLE WOOD ON ALL VESTIVESTIBULE EDGES (tYP). . An S GLASS INSTALLED BY TRIM TIGHT OPENING. MAPLE VERTICAL VESTIBULE FROM TYP. CONTI/NO M 2x BY TENANT 6 L. 4 51IXS OF BENCH 2x CONTINUOUS BLOC,K D BY BENCH �AGINb 1 511705 OF BENCH. B�1'MT1 CANTINLl71Y 2x RETARDANT WOOD BLOCKINL6 M BENG+ B RACING BACK t SIDE* LEDGER •BALK FIRE D b t . FOR AT BACK 1 LELEDGER EI CJ7 TIGHT TO STRUCTURE ABOVE WV 5/5' TYPE 'X' GYP. BD. EACH SIDE. TAPED \v/ ` -PACKED AND SEALED 70 DECK ABOVE NEW PARTITION: 35/8' 20 6A. METAL STUDS ®16' O.G. WITH NEW 5/8" S /20/O I VENDORS NOTE: I'-O' DEEP BENCH IN NON -A 42 SIMILAR LEFIrON6 ROOM 42 SIMILAR 3/4" MITE MAPLE TRIM PROVIDED BY ITS MIIIWORIC CONTRACTOR AND INSTALLED BY CASED OPENINS INTO FITTING ROOM VESTIBULE SEE SOT. ASO , ADDITIONAL ONAL INFORMATION I' -10• INSTALL . VERTICAL WHITE TYPE 'X' GYP. BD. ON BOTH SIDES TO b° ABOVE 00440 ADJACENT • I CEILING TILE. BRACE PARTITION TO STRUCTURE ABOVE. ISTIN NEW PARTITION, 5/8" TYPE 'X' GYP. BD. ON EXISTIN6'METAL FURRING. TO b" 1 ER PAINTED GYPSUM BOARD (1-11 0) 2° X 5/4' MAPLE WOOD TYP. w I I GENERA_ CONTRACTOR ALONG T EDGE 4 PANELS AND , • • 2• P 4 • I1IRROR TRIM - SEE DETAIL SIDES OF 3 WAY MIRROR ONLY. E SOLD BLOCKING 654N6 TRIM PATCH 1 NAIL d SCREW HOLES TO MATCH WHITE 1 MITRE JOINTS AND ENDS OF TRIM Wit ED ONS OF MIRROR MEETS THE LION. SECTIONS TRIM - SEE I/A9 _cv WHITE MAPLE CORAL PANEL VERTICAL 3/4' ME 'L' CHAMEL, FACTORY FINISH, • ABOVE 6L TO ADD/SUPPLEMENT DEMOLITION. METAL NMO\5 DUE TO NEW CONNSTRUGTION AND /OR NEW PINNED WALL 2-112" 20 bh SND5. 9 16 OL W/ () LAYER OF 5M" GYP. ■ 1 11 �� : _ '� f / BD (TYPE X) ON SALES SLOE TO 6 ABOVE HIGHEST ADJACENT FIN 15111 I3 CEILING. t3. 1- T t4,...'^.. FRAMING TO EXISTING DEMISING WALL CONSTRICTION o MID POINT d TOP OF NH4 PARTITION • 92' OL. NE P ARTITION: 4" 16 bA 5 SNIP' I Ib' L. F O TO 11IDER9IDE WHITE MAPLE BENCH PROVIDED BY TENANT'S MILLWORK CONTRACTOR AND SEE DETAIL BY GENERAL CONTRAG703 SEE DETAIL 44 THIS SN(£T. gg � .j ®® - - • ► `��� �� 1 I I 9 - WAY MIRRGR - FULL CLEAR PLATE 6LA% MIRRORS CHANNEL (POLISHED EDGES I?n SINGLE LAYER PATE MAPLE BENCH YPt/ MAPLE `y MODEM LIP TOP EDGE - Et rc, sue: assisssusius R �� j 'J' MOLDING B TOP OF MIRROR 3 WAY MIRROR . f ill ® ®-� B EN C H /' / m 1 i \/ T_ COULTER SINK SCREWS • 12° 00 . TYP. ACCF5518LE FITTING RM. ki r = Q r \ ALONG BACK SIDE OF BB IM O / LEDGER 6 LEDGER , GY PSUM B OARD CEILINI6 1 S TffL 8JI6 CHANNEL STD CEILING FR WITH OE (I) LAYER OF 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE. LUSE WATER 30 51 5 04 40 GYPSUM BOARD ON TOILET SIDE) SEE MEET 201-40 FOR MORE. INFO ON DEGIC) I New r.HA WAI : 0' Ib 6 . A. R.5IDE OF GYP. STUD5. 16' TO LNDE '®' MARE HOOK BOARD PROVI]OID BY MILLWORK CONTRACTOR t INSTALLED BY GL. PROVIDE SOLID ELL... IN WALL AS REWIRED, TYPICAL '.. ' \ ~ 9 ES { I . I NICKEL "J" CHANNEL TRIM EXPOC� 51DE5, PROVIDED NE I INSTALLED BY GERAL VP) IN STALL WHITE.. MAPLE . 701- EDGE d 51I1iS OF MIRROR 32.4 TOP MST BE SECURED TO TIE FRAMING WITH CONSTCTION ADHESIVE. RU 5CREPB WHITE ARE ALLOYED ONLY ALONG TIE BALK EDGE COVERED WITH THE TOP OF !3BYM AL : WHITE- SEE b /A3Z / / LINE OF PARTITION BB NN D MIRROR WALL PANG_ SYSTEM CM' OF IOWA APPROWR 0 / ° ': I •� TRIM r ✓ SIDED MIRROR DTL @ N.T.S. b N , I CORNER PANELS on. WOOD TRIM • BACK OF 58.4 BY 4 5 TENANTS AND BALK OF BENCH CONTRACTOR 1YP. BLOCKING IN WALL • SIDES t Y GENERAL ROOM PARTITION T A.. EACH SIDE ELL L LENGTH DIVIDER BY THE TENANT MILLWORK AND INSTALLED BY 6BERAL 01 15 LAYER 5/ "X" GYP B (I S E N Y D IA C TER ' RE£I F RESISTANT FRAMING 6D00 YOLEL:5IDFJ SEE 20PIA FOR MORE INFO ON DECK. EXISTING BD lO WALL: PATCH d REPAIR AS REQUIRED AND '., SEP 2 2001 5' HIGH x9/4" THINK WHITE QAAR RAIL.* 0'-O° APF. WALLS EASE TOP 4 BOTTOM / SCALE.' 6" _ I' -O " .400 eoo O WHITE MAPLE.,. BENCH PROVIDED 1311 TENANT"' MILLWORK CONTRACTOR AVID INSTALLED BY GENERAL CONTRACTOR SEE DETAIL 44 THIS SHEET (SIMILAR) _ Er / / ®- -0' AS NOTED _ "e &LIE d SC . ALL COAT 054 O SKIM COAT FOR SPEGFlED FINISH. EXTEND FIIRRINS AND GYP. BD. AT ANY AREAS WHERE FURRING IS MI551N5 AND EXI'BND'. TO MIN. 6" ABOVE I, SPECIFIED CEILIW5 HEIGHT. PARTITION:. DES TO METAL STUDS WITH GYP.130. ON BOTH SIDES ® i ®• H� : ' 24'x x1 /4^. CLEAR PLATE I / PAINTED 6YfP5IRM RUN BEAD OF LONSTRUGTION ADHESIVE •I1- MAPLE PROVIDED VENDOR Cill'LDIPJG DI FITTING RM..2 1. WI 5400104 OR IN cr GENERAL CONTRACTOR (TYP) ��4 y.�_3 ON ALL FITTING ROOM V15TIB1LE O FERRO THE CHAIR RAIL. INSTALL LAMINATE GRAIN FWdNINK HORIZONTALLY. INSTALL 1/4 MAPLE BATTERS • ALL SEAM LOCATIONS. NO SEAN'* ALLOYED WITHIN ,- , _ 1,1-.-, { FIRE L 6L, FOR \ I A T OF 11 I�� - I L LAYER MIT E BOARD ANGLE AND & BACK I 6 CO NTRACTOR Bf 613JERAL I CONTINUOUS ITTTIN6 BFNC.H ABOVE. PATCH AND REPAIR AS REQUIRED. EXISTING (U HOAR RATED PARTITION, 3 5/8" METAL STUDS AT 16" OL. i 4 0' I > L BENCH NW LIMA I ' x I° METAL ANGLE ATTACH 5EGAi ELY TO BACK OF WHITE MAPLE BMW 51PPORT DATE: No. REVISIONS / $Y: = �P - z MIN CLEAR ► INSTALL WHITE MAPLE VERTICAL TO SIDE d TOP OF CASED - RI. .. ! •• •..,, • ,.• `.'.. 4: M . -�N� I S TIGHT TO STRUCTURE ABOVE W/ 5/8" TYPE 'X' GYP. BD. EACH5IDE. 6L. TO PATCH AND REPAIR A5 REQUIRED. METAL S • lie GYP. D. PROJECT: THE CHILDREN'S PLACE \ WHITE MAKE CORNER UNIT _ - ' SCREW OR BAT TO , 2' -0' N (3BHGH. 3/4" FLAKE BOARD HILL BY TENANT MILLWORK I I �.��� 58 PPORi ITS MAPLE OF END OF WAILS FITTING RM. VESTIBULE ®' Vim® WHITE MAPLE G00GR PANEL 7YP. i y T m 1 i S ���� DI VIDER ►6 CI�� ON T : 5/ AL A INSTALL CHILDREN'S I q PLACE PROVIDED WHITE MAPLE WOOD GAP ON TOP OF WALL. COORDINATE WITH MARK ANON • R 41(TENANT MILLWORK VENDOR) j INSTALL 9/4" x 3/4" SOLD TRM • EACH CORNER OF _ 'DM WOOD FLOOR CD SPACE #D404 SOUTH CENTER MALL TUKWILA, WA FLOOR TO CHAIR RAIL, LENGTH DI VENDOR 4" HIGH WOOD BASE ( WB-I) CONTINUOUS BENCH 2X TO ,FLOOR FLAKE CLEATIATTAQED SECURELY 3/4' FLAKES - ON EVAN SIDE OF PROVIDED BOARD SUPPORT BY 6L. vENooR CONTRACTOR - -`=" _. "" NEW CONSTRUCTION REFER TO SIT. 02.1 FOR IO STOIN 501 -PORT EXISTING. TO REMAIN AND SEISMIC ENLARGED FITTING ROOM PLAN O FITTING ROOM BENCH O SEGTI ON @ BENCH PARTITION L E 6 E N D 050701 PROJECT NO. I0302 DRAWN BY: EGB SCALE: 1/4" = 1' -O' on. - osl4oi SCALE: 1/2" = I -O" 101500 (2) PIECES 40° WHITE MAPLE WOOD TRIM AT EACH TOP CORNER OF LOW SCALE: AS NOTED CHECKED BY: HW / JRA WHITE MAPLE COAT RACK BBHGH. RESER TO 6 /ANA -- 4" HIGH WOOD BASE :c I ® 9' -O" A.F.F. 9' -0' OFF. WALL 24" x 60' x I/4" CLEAR INSTALL 5" HIGH x 9/4' THICK PLATE GLASS MIRROR WHITE WHITE MAPLE CHAIR RAIL • W.I CHANNEL ( POLISHED 3' -0" Al F. SGAVF ALL JOINTS. `! DATE: 8 /2O /O I - APPROVED BY: FT-5 I (GLb -I) (GL6 -1) L I C PT - 5 ) 9' -O' AAPR FCL6 -I) 9' -0" AF.F. 13 i _ ). © F��' • /' - b" A.F.F. (PT -5) (FT 3) EDGES) WITH CHROME OR P)TTY AND FINE44 NAIL / SCREW NICKEL t INSTALLED BT' ROUES TO MATCH WHITE MAPLE. 60354L CONTRACTOR DOR ENDS OF AND MIRROR RAIL J DOORFRAMES EA. N TO PR W OVI� BLOCKIN6 IN N.L AS ( ) ' (GLG_I) 1' -6" AFF. PT3) C= .. DRAINING NAME: FLOOR PLAN tt DETAILS 7' -O" A.F.F. TOP OF WOOD GAP TOP OF DOOR ' r r T'-O° AF.F. TOP OF WOOD GAF �- TOP OF. DOOR " NMI ` / / / / / = \ (: : 5 __ • I. I d / TOP O O0 R = TO P 24 x 6 0 ' x I/4 CLEAR FLATS " AAPP. AP J" [MAR E - ( OF DOOR GLASS MIRROR W (POLISHED CHROHF) ALL 4 51DES. 4 HIGH WOOD 605E I) \ i `‘,/ \ o i \ / - ' ...40 _ yam\ . WHITE MAPLE :n M AI1ON6 TOP t SIDES OF 3 WAY MIRROR-PE 5 /AID 3 WAY MIRROR - FULL WIDTH X 60° 5" HIGH WHITE HIGH CLEAR PLATE GLASS MAPLE CHAIR RAIL r - +ANNEL (POLISHED MGM `J' � • Q '+ , J - 4 <' -- `I .� YL41TE MAPLE GOAT \ RACK PROVIDED BY \ 4` _ OLLNT CONTRACTOR d INSTALLED BY TENANT CHAIR R AIIL ... SALES AREA NICHOLAS CONSULTIN DRAWING `- EC CITE OF 1- ^G J NO. [G �r,vl,, p . T I C3 A AR CH T ; 4 _ i -.. ECT ; `' n ECr f` 6L PRDPROVIDE SOLID _ INUI BLOCKING IN WALL 1-6 FITnN76 ROOM VC3TI51d.E : REQUIRED MP) (WG -5) 4" HIGH WOOD BASE , STENCH. REFER TO 4 /ANA (5!M) BENCH. REFER TO 4/01.0 _ BEI . ■ WITH CHROME OR NICKEL CHANNEL ,,..s _ _ ` - � -� 1 , CONTRACTOR INSIDE WHITE R TO 4 /01����._ \ 0 MAPLE CONS 5 1DESS CP MIRROR. A 51M. I I (WB- I )WCOO BASE ELEVATIONS 11011 11811 (WB-1) WOOD BASE ELEVATIONS ELEVATIONS "C" ELEVATIONS D n l ELEVATIONS @ FITTING ROOMS PLOT SGALE: G4.6; -I 2' X 2' X 5/6' CEILING TILE BY "ARMSTRONG -DUNE, TEGULAR *1115, WHITE LASS 'A FLAME SPREAD FOR USE WITH SUPRAFINE 9/16 ", 1500 SERIES. WHITE 'GRID SEE PLAN FOR LOCATIONS SEE I/A2.1 FOR SEISMIC DETAILS GL6 -2 2' X 4' X 5/8" CING TILE BY AMSTRONG- MINABOARD /GORTE6A 14 WHITE V PRELU 15/16 WH TEE GRID . R XL 1348. SEE PLAN FO L . 6 VERIFY PATTERN DIRECTION NV CHILDREN'S PLAGE. GL6 -3 8" TYPE "" G YP. BD. OVER -5 3/8° METAL STUDS a l " O.G. NOTED OTHERWIS) B TO x S ABOVE. SEE FINISH SCHEDULE F OR PAINT LE COL 5 PLAN FOR HEIGHTS. 01-0 5JI6 STEEL STUD a 16" O.G. WI TH 5/8" TYPE 'X' WATERPROOF GYP BOARD. ON TOILET ROOM AND 5/4" FIRE RETARDANT PLYWOOD ON TOP. SEE DETAIL 2/P1.0 CL6-5 NO CEILING INSTALLED -OPEN TO STRUCTURE ABOV`c G1. - b 2' X 2' X 5/8" GEILIN5 TILE BY ARMSTRONG- GORTE &A MINATONE BOARD' UL LABEL FIR E RATED .8164 WHITE ' ,WITH .8300 PRELUDE FIREGUARD 15/16" PRELUDE 6RID. SEE PLAN FOR. LOCATIONS. CONFIRM DIRECTION W/CHILDRENS PLACE REPRESENTATIVE 2' X 4' X 5/8" GEILIN6 TILE. BY ARMSTRONG- MIBOCORTE &A FIRER 761 ,523 WHITE BOARD FIRE GUARD NL LA5 L) TILE WITH NAARD / 85 00 PRELUDE FI REGU ARD 5 15/16" EX POSED GRID. SEE PLAN FOR LOCATIONS. 6.C. TO INSTALL CL&. TILE AS HIGH AS PO5515LE N.I.F.) 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C I r Er>! 20' -IO NNIMMTM=1111111 6.1011111•111 L© O rr m WRIPM EaLiKa WIME OMR MOM MCKEE MEIN s z MOUNT Td' LIGHTS ON WALL ABOVE MANAGER'S DESK BELOW BOTTOM SHELF. o 11 =�1 ■ I," 14 3 4'-4" 3' -6" 14' -4 ADJACENT TENANT 3' -0" 14' - 4" $„ I 4 ��„ 3 , - 1 MALL SERVICE CORRIDOR 24' -0" DI 3'-6" 14'-4` pmew .11 11.1111111111M1 =wpm m 4'-4" �° TJ to 0 U II COL SCALE: I/O SCALE- I/2" = I' -O" STOCKROOM GLG -5 24' -0" 23'_4" OPEN TO DECK ABOVE CHAIN HANG FIXTURES AT 12' -0" A.F.F. TYP. TENANT 6.0. TO COIL AN EXTRA 10' OF CHAIN a EACH LIGHT FIXTURE CONNECTION POINT. EXISTING TOILET ROOM EXIST GYP. BD. EXIST RATED CORRIDOR ( EXIST GYP. BD 8' -O BRACE TO MALL STRUCTURE ABOVE. METAL CHANNEL ATTACHED TO DEMISING WALL WITH (2) DRYWALL SCREWS to EACH STUD LOCATION. S 5/8" STUDS BRACING SECURED TO METAL CHANNEL a 32" O.G. - TYPICAL 5/8" TYPE "X" GYP. BD. ON 5 5 /8" 20 6A. METAL STUDS IN" O.G. - TYPICAL PAINT GYP. BD. COVE (PT 2) STAGGERED STRIP FLUORESCENT LIGHT FIXTURE - TYPICAL DI, D2 OR D3 SLM PLAN SEE FLOOR PLAN SHEET AI.0 FOR WALL TYPE 15/8" METAL STUD FRAMING 16" O.G. W/ 5/8" TYPE "X" GYP. BD. ON LIGHT COVE SIDE. CURTAIN WALL DETAIL BRACE TO MALL STRUCTURE ABOVE. METAL CHANNEL ATTACHED TO DEMISING WALL WITH (2) DRYWALL SCREWS a EACH 502 LOCATION. 5 5/8" STUDS BRACING. SECURED TO METAL CHANNEL a 32" O.G. - TYPICAL 5/8" TYPE "X" GYP. BD. ON 3 5/5" 20 G.A. METAL STUDS a 16" O.G. - TYPICAL ENCLOSE EACH SIDE OF THE SOFFIT a SIDES OF WHITE MAPLE MERCHANDISING COLUMN W/ 5/5" SYP. BD., TYP. 5/8" TYPE "X" GYP. BD. ON 3 5/8" 20 G.A. METAL 571.05 16" O.G. - TYPICAL PAINT GYP. BD. (PT -I ) BOTTOM 4 SIDES OF SOFFIT O 3' -10 lu'=EII -NO CEILING OPEN TO REELECTED GE I L I NG FLAN 2' -5 SEE FLOOR PLAN SHEET AI.O FOR WALL TYPE WHITE MAPLE MERCHANDISING COLUMN BELOW SOFFIT ACCESSIBLE FITTING RM. #I IGLG -I I ADD HOLD DOWN CLIPS ITO ALL FITTING ROOM AND :FITTING ROOM VESTIBULE CEILINGS, TYP. F I � ING RM. *2 ZLO-I ADD HOLD DOWN CLIPS FA' -o" TO ALL FITTING ROOM AND FITTING ROOM VESTIBULE CEILINGS, TYP. L: .1: SOFFIT DETAIL @ MERCHANDISING COLUMN T, O 1' -10" BOTTOM OF GYP. BD. CURTAIN WALL-SEE DETAIL 2/A20 E CEILIN6' ON THIS SHEET. FITTING RM. VESTIBULE ADD HOLD DOWN CLIPS 'IGLG - TO ALL FITTING ROOM cr_0 ::... AND FITTING ROOM VESTIBULE CEILINGS, TYP. EXTEND GYP. BD. 6" ABOVE CEILING. TYP. 5/8" TYPE "X" GYP. BD. ON 3 5/8" 20 GA. METAL STUDS a I6" O.G. FOR CURTAIN WALL, TYP. \ \ SEE NOTE *4 UNDER GL6. LEGEND ABOVE. SUSPENDED CEILING SYSTEM ANGLE. SEE PLAN FOR HEIGHT SUSPENDED CEILING 10 I/2" A.F.F. TOP OF WHITE MAPLE PLYWOOD WALL SYSTEM TRIM AND BOTTOM OF GYP. BD. CURTAIN WALL PAINT SOFFIT( PT -I )ALL SURFACES (TYPICAL) WHITE MAPLE MERCHANDISING COLUMN BELOW SOFFIT EXTEND GYP. BD. 6" ABOVE CEILING. TYP. 5/8" TYPE "X" GYP. BD. ON 3 5/8 20 SA. METAL STUDS a 16" O.G. FOR SOFFIT, TYP. SEE NOTE *4 UNDER GL6. LEGEND ABOVE. L -,--5U5PENDED CEILING SYSTEM ANGLE. SEE PLAN FOR HEIGHT SUSPENDED CEILING 24' -0" 10' - 1/2" A.F.F TOP OF WHITE MAPLE PLYWOOD WALL SYSTEM TRIM AND BOTTOM OF GYP. BD. SOFFIT PAINT SOFFIT ( PT-I ) ALL SURFACES (TYPICAL) 091101 ADJACENT TENANT 145' - S" LEASE DIMENSION 24' -0" GYP. BD. SOFFIT CONTINUES ABOVE MERCHANDISE COLUMN a 10' -7 I/O" A.F.F. TYP. SEE 3/42.0 GL6 -1 11'-i," 24-0 SALES AREA NOTE: I. SEE CEILING PLAN FOR CEILING HEIGHTS. 2. TAPE AND SPACKLE ALL JOINTS IN GYP. BD: 9 COATS TO PREPARE FOR FINISH. 3. ADJUST SPACING OF FRAMING TO ACCOMMODATE LIGHT FIXTURES AS SHOWN. 4. ALL GUT TILES AGAINST VERTICAL SURFACES TO BE CUT MECHANICALLY AND STRAIGHT (CURVED INHERE REQUIRED) S0 THAT THE TILE APPEARS AS A PRE GUT MANUFACTURERS TILE WITH THE CORRECT RECESS AND CUT AT "Ti BAR AS APPLICABLE TO THE TYPE OF TILE SPECIFIED. 5. FINISHED HEIGHTS ( A.F.F. DIMENSIONS) FOR CEILINGS, SOFFITS, CURTAIN WALLS E WALL SYSTEMS ARE TO BE SET FROM THE HIGHEST FLOOR SLAB POINT PWS A I/O" ALLOWANCE FOR UNEVEN SLAB CONDITIONS. 6. ALL LIGHT FIXTURES WILL BE FURNISHED, COMPLETE WITH LAMPS, BY THE TENANT AND SHALL BE INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR SUPPORT LIGHT INDEPENDENTLY FROM ALL FOUR CORNERS OF THE FIXTURE. TYPE 7. PE 0' LIGHT FIXTURE SHALL CONSIST OF 2 -FOOT, 4 -FOOT, AND / OR S-FOOT TRACK LENGTHS, OUTLET BOX FEEDS "L" / STRAIGHT FEED CONNECTORS AND FLEXIBLE FEED CONNECTORS. ALL TRACK AND HARDWARE SHALL BE INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. EXACT LOCATIONS OF TRACK HEADS SHALL BE COORDINATED WITH TENANT. B. COORDINATE LOCATION OF ALL FIXTURES WITH ARCHITECT'S REFLECTED CEILING PLAN. 4. NO EXPOSED CONDUIT ALLOWED. 10. ALL LIGHT FIXTURES ARE NEW UNLESS NOTED OTHERWISE. II. SUPPORT EACH 2' x 2' LIGHT FIXTURE INDEPENDENT FROM THE CEILING SYSTEM. 12. EGTALL TO 2'X2' FLUORESCENT LIGHT FIXTURE WITH TIE LAPS INSTALLED PARALLEL TO THE LONE DERSIN6.WALL. 15. TRACK LIGHTING (R TYPE) ALONG THE BACK WALL OF THE SPACE TO HAVE ITS 01.51 POWER FEEDS). 14. INSTALL LIGHT TRACK TO THIN LINE CEILING AND WITH A SELF TAPPING SCREW AND A ♦" x 20 SIZE NUT LOCATED BETA EEN THE TOP OF THE TRACK AND THE GRID (TO ACT AS A SPACER.) EVERY 2' -0" O.G. MIN. r= I I I NI r I r 1\I 2 -O" ON TENANT G.L. TO CONFIRM EXACT INSTALLATION LOCATION OF THIS TRACK SECTION WITH THE CHILDREN'S PLACE REPRESENTATIVE YMBO ' A 4�3 111 XI® Ui51 X344- TENANT GENERAL CONTRACTOR 15 REQUIRED TO INSTALL TENANT PROVIDED WINDOW GRAPHIC HANG BAR ASSEMBLY SYSTEM. INSTALL RUNNERS TO GYP. BOARD CEILING WITH CLEAR SILICONE AND (I) SCREW AT EACH STUD LOCATION X LENGTH OF RUNNER. CENTER (I) ASSEMBLY PER WINDOW, TYP. IF WINDOW E LESS THAN 8' -0" TRIM TO FIT SIZE AND VERIFY 15TH THE CHILDRENS PLACE REPRESENTATIVE. PAINT SCREW HEADS WHITE TO MATCH TRACK FINISH. NOTE: ALL 'R' . E LIGHTS TO BE MOUNTED IN THE'. CENTER OF THE CEILING TILE WHERE APPLICABLE. DESCRIPTION 2' X 2' PLL'ORESCENT CELL PARAE':.JO MTh R@LEGTORS 6' R -0• IP PLY OI�GENT 9TRIP ST 4�O• BI PLYORESGT 4'O•FL10RESCENP STRIP Sl E tb � K E1 TTE WIRE BACK W WIRE TRACK FIX IIIRE 4`0 LONS 1 LAM RI FLUORESCENT FITP RY.ANDESCEN WY...1dMT CRT. LICHT DN 9 O" IS I LAM. FLUORESCENT T STRIP 2'•O' ILNS I LAM nua'mcetr STRP S CELL I'X PARABOLIC EEM AR - EPEC.L LOUVER PE .CTEt LIENR 4 CELL 1'X PARABOLIC 55511-51 LOUVER P E@mlart ee L D R W E .G!®CENT CELL PARABOLIC WONT BATTERY PAGE 2' X 2' FLIBBEECENT CELL 1 CE. PARABOLIC SURFACOIE N MauNTFL - MOW 10 61E CIRCUIT MATTE 11 BACK MANURE ANUXR.RE 4b• LONG I LAM FLLbB pCE / STRIP 2'X 1'M1LDRSClST4 LISHVEMERSENCY PARABOLIC W6HT EATERY PAGE RECIMET PM. ODSC-LIT E.T LIGHT 1}b6E - Lm PJ TYP - SINSLP PACE OHMENGY.BATTEK PACK W TH OPAL HEAD LISNT S GYP BD SOFFIT ( PT - ) S GYP. BD. CURTAIN WALL( PT -I ) S GYF BD SOFF I r < PT - I) ® GYP. BD. ENTRY SOFFIT (PT - I) S GYP BD SOFFIT (Pr -I ) S GYP. BD. CURTAIN WALL( FT S GYP 52 SOFFIT ( PT -I ) MOUNTING I INSTALL )OI!!r W LANDS LOtb 17E41SINd PALL SURFACE MVUNIED BO TO mu noenNS SURFACE / OR PENDANT MOU019 END TO BID SURFACE / OR PENDANT MOUNTED END M END SURFACE MODEM, SURFACE MO.MED "J.PPAGE MOUNTED EMFACE MOUNTED RECESSED RI'LEE6ED- INSTALL PIXR.EE6 W LANE! R LRNINS PARALLEL SI,LB YlAil.6 IFLE'55ED- INSTALL NX IMB5 W LAMS TINSTI PARALLEL WNLS PCT ---- INSTALL FIXTURES P. LAMPS RDNIN5 PARALLEL TO WEE DEAISIN6 WN.L RECESSED INSTALL 1 6 FV LAMPS LCNS D PARAUS TO IONS DEMONS MALL SURFK21.10ED SAWA MNC® RE INSTALL F1x1URB FV R PARALLEL IM.NS PAROLEE. TO L?16 D L DEMON. Y•AI.L CELINS BUPACE MOUNTED Mo11NTED f381OEE Y BATTERY SURFACE MOUNTED W TH NLNL IB',.D u6N GOMENATION GEWNB OR WALL RIRFACE MOUNT RITMO SEWAGE MOUNTED TO EILIN oso LAMP Ol R 40121/663RS- COFPACT FLUORESCEIN (,'� F092/P1S TG. F1JGRE =LBIf OCTItON N FO!L1T63 T4 PIJNLP6'iENT OGTPON PO9]M9 T4 FLgRE9GEN OCTRON N 6OPAR66?i C A PSv6 'E' xw°e�' N rm2nx+m PLI10P6f.ENP OG1PL ro2BnB. rte 'uID1RacENr CGTbN.. N P017/FA TD PLNORE6ceN m iaow N SO W PARS. PL T1LNS5TEN xv.c EN (2/ 192TD,EBK (21 FITRASEC P.0 R 40DIJ69B RS - GCNPAGT 11.0153XB1T (1 FT 400L/MS RED - .. COMPACT. flJIOR KEPT TYNSSTI:N HA.OSEI GMB ME N 6004 PAR 01 FT 40OL255 R9 - COMPACT FlJWIYBGEiT ®IT IOOW MCTAL IlALIOE LAMP LED. EDBMIT (214 W.Nir WSNSE C•/ 4L' MINGk I11TE611Y (2) 12 W LAMS (1 ADUETIELE PAR 66 /CAIIDBGE.T LAMPS r.AC C 06{89.T WES I. MK MST EC FID EVERY 26 USING FOO LOW,. 81364 .1561/ CONCOTOSS 9. ON VA1 ei OF D I M E d LE6115 BE LEO AS M KIASPO NINE NO 00 ET ODORAGTOE TO SOF A TT A TRACK N M E MAI7 Y FOp =U.* TRM.K A 9PALE IR N UM ASP/ TO NICA2 '1 OG TRK1CC ELF 511t ML RKK GME�, NO TRA% FI�4. 116GLL 9N' 6Q.fiNTRA[K fCMEf.T015 ATNL 90' TRMA4C IMER 3LROIb, TYRGAL 'i . I i= 1-1 T I V I I I C Ll Y I I I NEW SUPPLY GRILLE NEW RETURN AIR GRILLE REELE GE I L I NG LEGEND 030101 I. G.G. TO COORDINATE LIGHT FIXTURE LOCATIONS WITH EXISTING DUCTWORK, BEAMS, ETC. IF ANY OBSTRUCTIONS ARE IN LOCATION OF LIGHT FIXTURE LOCATION, CONTACT THE ARCHITECT IMMEDIATELY. 2. GENERAL CONTRACTOR TO INSTALL ALL 2'x2' FLUORESCENT LIGHT FIXTURES 50 LAMPS RUN PARALLEL TO DEMISING WALLS. 3. G.G. TO INSTALL A MINIMUM OF 2 WIRES (I -EACH CORNER) TO LIGHT FIXTURES TYPE 'A' FOR ADDITIONAL SUPPORT OF LIGHT FIXTURE. 4. G.G. TO PROVIDE AND INSTALL CEILING GRID TIE WIRE FOR ALL CEILING SUSPENSION SYSTEMS: 5. C.C. TO PROVIDE AND INSTALL FIRE RETARDANT BLOCKING IN STOREFRONT SOFFIT ® "R" FIXTURE LOCATIONS FOR ADDITIONAL SUPPORT NOTES MANUFACTURER/ CATALOG NO. DEEP OS I SR .ED/ONILRIIMAG LISHTOLIER rl1242RS PF SO LI6MOIJER IP•1129ORSIPP 50 LISNroLIE3 .SNTIOItlWT SO L161BMUER LYR} SPAN PARMT HEAD -120 V MY ABRIETEi IMO22W1. 0TOLIEt WALLS -SEE BACK TRAGKi0D0 SERI IN ASSN. ROIL EEL. L.E. E LISNOLIEL 4676240Rf•P LI6HiDUEU LENTOLIEU LI.HETDUER LYTEWTER IIlriP1Al META PB6AVX VX- 23261e1 META LX P56AVNEF15141 LIEN10uER, PARALYSE IIPLA2B9LSSIM LIGfTOUEE PARALYSE L16MTOLIEE• LYTEXAN 440221. LOW VOLTASE-OPEN RING N40rL+ re PLLVRESEET T LISHTOUB¢ rAwD4ABma u LISNOLIER, PARALYSE .flJ069L93X -BX W#ET BNAFLVIEP DYIEPSIE SOI -NYC WIDET ENBR2G LI6 I I CAV II CE.2 -APP -120V REMARKS 120V -MO TO EM MOWn -WL INDICATES NIGNT LI614T CIRCUIT. SEE PLAN FOR LOCATION. .,Q ASSEMBLY NOTES BELOW -120v- END TO BID MOANING 4 SEE ASS[TmLT NOTES DE O. -120 V -END TO NO 1.2NIFB .TOILET ROOM ON, - 120 V. -PE BEIEt SOFFIT LOCATIONS - 120 V -PERIMETER SOFFIT LOCATIONS -120 V CELT -PERIMETER SOFFIT LOCATIONS -I20 ONLY CENTER LISNT FIXTURES IN EA. TILE TYPICA. MERE APPLICABLE - rri EIt✓D TO END BY IVAN/ 4 91PPLILE TEL. f INSTALLED Bf TEL. - 120V 49M TO BID MAM SIP RIED BY TENANT E INSTALLED 6' TAB. 12CV W GIDLSENGY SATHER PACK FOR (1/ LAM. 4O MINUTE USE -120 V LOCATED IN THE G PITfIM6 noorfl . PITTIN ROOT vr3 -120 ONLY - SURFACE Kr* TO 6140PW -120 V -MOUNT ON MALL UNOER BOTTOM ABOVE MANASEEB DHIC - 120V W E4133512ET BATTERY PACK FaR N LAM 40 mum v. -LOCATED IN PITIED ROOMS 4 - RtiO6 - RTOR V.TIEILE -100V ONLY AMIRWX TRANS LEIT9aL1 FI IN APPLICABLE - 120V -LzATI9 IN SAL® AREA . PITTN6 - 120 V -LOCATED IN STOCKROOM 120 V+SOUL A96A NOTR NOT ALL LAC FIXERS ARE1153),SEc ROOTED NELLSN6 FLAN FOR EECIM6 LI. FMB. BED. 110600 ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRIGARICO CONSULTING ARCHITECT LA .2447 ME MT4 MD .3165 -R MA #4576 MI .20516 MN .15445 M5 .1546 MO .A -4565 MT NE .A -1-164 NV *tem NH .1112 NJ .06411 NM .1124 Hy .012044 N1. .50Pr3 WA .4906 AL 41426 AK AZ .19 AR .1545 GA .G 015102 CO .0 -2445 CT .5005 DC .3485 DE .2073 FL .7605 6A .9418 HI 9AR -05641 ID .1321 IL .001.010TI4 IN .4114 IA .2964 KS .2TI1 KY .2116 © ALL RIGHTS RESERVED THIS PRAWNS, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRCARICO GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT CR OTHER PARTIES WITHOUT THE REVIEW AND ARITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL' BE AT THE SOLE RISK OF THE OTHERS. FURTHS-RMORE THE CLID ACRE.... TO DEFE90, RogmINIFY AND HOLD TE 061GEN PROFESSIONAL HARMLESS FROM, ALL GLAIR% IN.J.RIES, DAMNS., LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE 6E ERAL CONTRAGTOR'AND /OR ALL U RACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS: ARE NOT • • TO SCALE SUCH INFORMATION EUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING HEAR-IRO...re, IF SUCH NOASIAE+ENTS DO NOT 'APPEAR CORRCY.T, ADD UP PROPERLY OR SCALE CORRECTLY TO TE INDICATED DATE: ISSUE. 8/20/01 CLIENT 8/20/01 LANDLORD 8120/01 BUILDING DEPT. 8/20/0 VENDORS DATE: PROJECT: LOCATION: GPAGE #17404 SOUTH CENTER MALL TUKW I LA, WA PROJECT NO. DRAWN BY: 10502 EGB SCALE: CHECKED SY: AS NOTED HW / JRA DATE, APPROVED BY: 8/20/01 DRAWING NO. C ITY ) I PEC OF 111KWILa- i D .015 0H .6058 CITY Of TUKWKA APPROVED SEP 1 2 2001 AS nUItU moon UU�G GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 .692. 0222 F 973 .692.0223 E ttg@trI0orI0o.0om THE CHILDREN'S PLACE OK CR PA RI SG 5D TN TX UT VT VA 82209 02608 .8 -6630 .1071 .2126 .154 .012554 *WEB .1355 .1241 .4220 WV .1480 WI .A-50.1/ en .G -1001 FR .14455 .AM .332 No. REVISIONS / BY: DRAWING NAME: REELECTED CEILING PLAN NICHOLAS J. TRIGAR CONSULTING ARGHI G ( i'_'':I WIRER 0 1- V 3- H- 1 IL PROJECT NO.: LOGATI ON: PLOT SCALE: CO - 32 X 2" MS THROUGH R I ///''' \�� �' ^ J I^\ ///''^'''' \�� / ' ` _ GROUP 500 VALLEY ROAD W AY N E, N J 0 7 4 7 0 T 9 73 . 69 2 , 0 2 2 2 F 973 . 692. 0223 E ttg@tricaricocom UPRIGHT .10 LOGKNUT (HOLES I 4 4) I I ••.■ a v 3/8" DIAM. 1TW RAMSET /REDHEAD TRUEBOLT WEDGE ANCHOR WITH 3" MIN. I EMBEDMENT EACH SIDE 'T NECESSARY (SPECIAL INSPECTION N NOT REQUIRED) •••• i 6 - - -- i 9 • 11 - - � 1.._ _ GENERAL NOTES: LIGHTING FIXTURES COMPRESSION PIPE STRUT L VERTICAL STRUT: A STRUT FASTENED SO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBER SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPREPSION INDUCED BY THE BRACING WIRES. 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' - 0" OR UNDER IN BOTH DIRECTIONS WITH THE POINT W W ITHIN b' -0" FROM EACH ALL: U.B.G. STANDARD INSTALLATION PER 491 2418 SHALL HAVE NO. B SEISMIC SAFETY SAFETY WIRES TIED TO STRUCTURE: 2 EA. AT OPPOSITE ENDS OF FIXTURES FLUORESCENT FIXTURES I EA. INCANDESCENT FIXTURES 4' - 0" O.. FOR LIGHT TRACKS G • LIGHT FIXTURES SHALL BE 5UPPORTc'"D BY NO. 12 GAGE HANGERS ATTACHED TO THE GRID MEMBERS WITHIN 3" of EACH CORNER OF EACH FIXTURE. SIZE SCHEDULE SIZE MAX HEIEH7 I/2" X 22 GA. 3' - 0" 3/4" X 22 GA. 4' - 3° 1" X 20 GA. 5' -0" I I/4" X 20 GA. 7 -0" I/2" X 20 6A. 8' 2" X 20 SA. III-6" 2 I/2" X15 A. 14' -b° 3" X18 GA. IT -3° 9 I/2" X Ib GA. 23' -3° I _ _ i • • ry : - I N = ARCHITECTURE & INTERIOR DESIGN N!CHOLAS J. T RIGARI CONSULTING ARCHITECT 3 X 3 X 1/8 STEEL ANGLE AL .1426 LA •2947 OK .2209 AK ME .914 OR 42600 AZ .19750 MD .9965 -R PA .B -6030 AR .1595 MA .4596 RI MOTE GA .0 -015102 MI .269/6 SC .2126 SHELF ANCHORAGE PLACEMENT NOTES: Go .G -2445 MN .15999 5D .9754 CT .5C.5 615 .1546 IN .012554 NOTE: VERTICAL STRUT MAY BE STEEL STUD, {SLACK IRON, EMT CONSTRUCTION TYPES DRILL 5/32" HOLE FOR I /B" BOLT L INSTALL (I) ANCHOR AS SHOWN IN DETAIL AT (I) OUTSIDE FRONT LEG, OF ALL END ( UNITS, 2. INSTALL (2) ANCHORS AT FRONT AND BACK LEGS OF ALL INTERMEDIATE SHELF UNITS. DC .3479 MO ..A -4565 TX .8180 - DE .2079 MT 77155+ UT .1555 FL .7605 NE 0A - 1759 VT .1297 GA .94 /8 NV .1696 VA .4220 HI .AR - *5697 NH .42 WA .4306 - 1D .1921 NJ 706411 WV .1466 IL .001 - 010119 NM .1724 WI *A - 5097 IN .4114 NY .012094 WY .G - 1001 OR OTHER APPROVED GOOD FOR CONSTRUCTION SEE COMPRESSION PIPE STRUT SIZE SCHEDULE FOR THIS DETAIL 8 6A. VERTICAL WIRE HANGER AT S' -O" O.G. MAX. EACH WAY i .'...:1.1 �� , " , t/ AND LOCK NUT AFTER CEILING 8 GA. HANGER WIRE. 15 LEVELED NOTE` SPLICES AND INTERSECTIONS OF RUNNERS RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH A5 POP RIVETS, SCREWS, PIN PLATES WITH BENT TABS OR OTHER APPROVED CONNECTIONS FOR 2X DESIGN LEAD OR ULTIMATE. AXIAL TENSION OR COMPRESSION (MINIMUM 60 LEG.) OR CROSS FURRING SHALL BE SEGURLY ATTACHED TO THE MAIN RUNNER BY SADDL TYING WITH NOT LESS THAN ONE STRAND OF,. NO. 6 US GAUGE TIE WIRE OR TWO STRANDS OF NO. 8 U5 GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENT, RUNNERS AND FURRING. THE MAIN RUNNER AND GROSS FURRING SHALL . BE NOT LE55 THAN THE SIZE SET FORTH IN TABLE 41 -A EXCEPT THAT THE OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH' MAY GE SUBSTITUTED FOR THOSE SET FORTH IN THIS TABLE. C�4 I FLOOR ANCHORAGE DETAIL 0515** . IA .2504 2 . NC . .035 Ks .2/n ND 776/5 PR .14495 ., .2116 OH .6058 GUAM 532 7777 3/4" E COMPRESSION STRUT © ALL RIGHTS RESERVED THIS vRAWINS, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRICARICO GROUP. ANY ICE oR REUSE of ORIGINAL. OR ALTERED DMISN MATERIALS BY TtiE CLIENT, .GENTS of THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DE51GN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AS.. To DEFEND, I '. NDEMNIFY AND . HOLD THE. DESIGN PROFESSIONAL HA .rss FROM ALL CLAIMS, N.11RIE5 DAMAGES, LOSSES EXPENSES AND ATTORNEYS FEES ARISING cur of MovIF1cAT oN OR REUSE THESE MATERIALS. GENERAL A./OR R A L OM -CONTRACTORS cONrRACTOR A WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT OR HIS REPRESENTATIVE REGARDING TO SCALE OZH INFORMATION EUT TO CONTACT THE ARCHITECT MEASUREMENTS, IF SUCH of t.* * o APPEAR UP PROPERLY �_ 4 DGA SPLAY / WIRES AT 45' _ 12 GAGE ® 12' -0" O.G. MIN. BOTH DIRECTIONS \ )� AT EACH SEISMIC CONNECTION I 4' -O" O.G. EACH WAY TIGHT TO STRUCTURE ABOVE EMT NOTCH INTO MAIN 7777 RUNNER 7777 7777 7777 H� a' x 14 6A 77 RACK ---, C (GEM ) 400G5 141 _ NU T'W/ LARGE WASHER 7777. 77 ° 1 77, , 1/8" ° TYPICAL �.. ,Cj \ EISk11G LOCKING PIN! . Di � � MAIN 0� RUNN 2" MAX. ....,/,....„ - O �� / 1" MIN. ° GROSS TEE SUSPENDED A C.T. CEILING GRID SUSPENDED CEILING BRACING L 8%3X1 /$" W/ 3/8" 0 TO 400G514 4 TO S OREA0E RACK NOTE: SF TOP THIS DETAIL (ONE OF RACK ® EACH ! METAL STJD TO WALL WITH SIDE OF RACK). DATE: ISSUE 8/20/01 CLIENT 8 /20 /O I LANDLORD 8/20/O BUILDING DEPT. O GE ILING SEISMIC DETAILS 031500 �J WALL ANCHORAGE DETAIL 042600 8/20/OI VENDORS 0.145 HILTI SHOT HILT! SHOT PINS 6 24" O.G. 0.145 2 20 SYSTEMS "T ELE9 K PINS 1G20 O.G. 20 GA. ANGELES PER ICBO .2388. K PER I 5 "T" TRACK PER IGBO .2388. SYSTEMS "T" TRACK PER IG30 .17151 EXISTING 7777 � STRU'GTURE PER IGSO .IT15P CITY OF TOKYALA YfT) (4) Cox �. 5/8° AMS \ "PANCAKE HEAD � DRILLER" LI TRA T TRAC I �'� I ` EXISTING STRUCTURE READ (TYP. BOTH SIDES) \`\� METAL STUD BRAGIN6, MIN. 8LO" O.G. L 7777 - i (4) .IOX 5/8" AMS METAL STUD j BRACING'., MIN. PANCAKE SAD 8' -0" O.G. DRILLER " , i �� i , i i EXISTING STRUCTURE METAL STUD BRACING, MIN: B' -0" O.G. CEILING, AS SCHEDULED r 1 M CP Z ZO�i A$ NOTED diI(LC1AtG DiVT'tOFI m SCREWS TO TRACK TO CEILING AS SCHEDULED STOCK (2) ,,,,,,, AREA 5/8° AM5 �CEILINS AS SCHEDULED TRACK. (2) .lox CEILING AS 5/8" AMS SCHEDULED SCREWS 0 TRACK TO EA. STUD. ®�' . , 77 DATE: No. REVISIONS / BY PERIMETER SOFFIT _ � PERIMETER SOFFIT PROJECT: THE CHILDREN'S PLACE �� (WHERE INDICATED ON PLAN) SREW'` TRACK TO O EA. STUD. 3 5/8" 20 6A. NR. 5/8" GYP. BOARD (TYP. STOCK CAULK AREA , (AT ALL PENETRATIONS) DEMISING SALES WALL (REF. TO PARTITION AREA TYPE 4 FOR NOT) S/8" GYP. BOARD (TYP) G.O. TO FUR OUT FROM EXISTINb DEMISING WALL AND ALIGN WITH ENCLOSURE LUMN 5 8 6 . BOARD T ENANT'S SIDE SHOT PINS 6 24" MAX � LOCATION: SPACE D404 SOUTH CENTER MALL TUKJVI LA, WA STUDS o Ib' OL. ANGELES METAL SYSTEMS HIM STUDS PER ICBO . 17151 BOARD (TYPE 'X') TO DECK 3 5/8" 20 6A. 5/8" GYP. ABOVE SALE MIL. STUDS to 16" O.G. SHOT PINS 6 24" MAX AREA (U.O.N.) .145 DNA. A I EDGE SCREW /8" MIN. EMBED HILTI GYP. BOARD •6 I.B.G.O.. 4627 OR ®6" O.G. APPROVED EQUAL 20 GA. TRACK (MIND EXISTING SLAB C AULK BOnR SIDES i L5 ' 5/8 GYP. 2O GA. NTL. BOARD (T�'. STUDS ® Ib° D.G. 20 6A. TRACK (MIND Sig EDGE SCREW GYP. BOARD .6 ® b ° O.G. EXISTING SLAB i E 1 9 A5 REQ. T PINS ® 24° MAX EDGE SCREW SDK) .145 DIA. A I GYP. BOARD .b IN I/8" MIN. EMBED H ILT! ® b" O.G. 1.13C.0.. 4627 OR 4 APPROVED E[�UAL EXIST:. SLAB (U.O.N.) .145 DIA. A I I/8" MIN. EMBED HILTI I.B.G.O:. 4627 OR A PPROVED EQUAL II 20 GA. TRACK (MIN. PROJECT NO. 10302 DRAWN BY: T.R.P. PARTITION PARTITION I I SCALE: AS NOTED CHECKED BY: HA .IRA PARTITION NEW SALES /STOCKROOM O FURRED OUT SALES WALL NEW SALES /STOCKROOM - 1 HOUR RATED PER UL .465 \ - i (44...9U DRAWING DATE: B /2010 APPROVED BY: DRAINING NAME: SEISMI'G DETAILS NICHOLAS -I TRIGA iGg CONSULTING ARG T NO. TYRE- TYfI ' 'vJ ' f iECT 1 04 1 PARTITION TYPES PROJECT NO.: LOGATI ON: PLOT SCALE: z 0 Q V 0 iu 0 I. WHITE MAPLE STOREFRONT PANELS, COLUMN ENCLOSURE ASSEMBLIES 6 WING WALLS ARE PROVIDED BY THE CHILDREN'S PLACE MILLWORK CONTRACTOR AND INSTALLED BY THE GENERAL GON':'RAGTOR. 2, FIELD TRIMMING OF PANELS MAY BE NECESSARY, SEE "F" DRAWINGS IN THIS SET FOR MORE INFORMATION, CONTACT MARK ARON AT RMI MILLWORK, (215) 698 -9345, FOR ADDITIONAL INFORMATION GENERAL G,ONTRAGTOR 15 REQUIRED TO PROVIDE COMPLETE FIELD SURVEY DIMENSIONS TO TENANT'S MILLWORK CONTRACTOR AT START OF PROJECT FOR FABRICATION OF STOREFRONT WHITE MAPLE COMPONENTS. SEE "F" SHEETS FOR REQUIRED DIMENSIONS AND ADDITIONAL INFORMATION REQUIRED BY THE MILLWORK CONTRACTOR. 4. SEE WHITE INFORMATION NOTES ON SHEET A3.I FOR MORE INFORMATION. - - - T I CA I _ GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 , 692, 0222 F 973 . 692. 0223 E ttg@trloarlcocom ' MMA � PLE N 0 E d � 1 lowoo . 50 4q 6. NEW 5/4" x 5/4' BLACK FACTORY FINISH " NEW STOREFRONT SIGN TYPE #I, ALUMINUM CHANNEL REVEAL FINISHED ON ARCHITECTURE a INTERIOR DESIGN NICHOLAS J. TRICARICO CONSULTING ARCHITECT CURVED AND ROUTED ALUMINUM FACE WITH I/2" ACRYLIC PUSH THROUGH, INTERNALLY (WIDTH OF 516W / INSIDE AND OUTSIDE SURFACES WITH 1/4" NON a COMBUSTIBLE (FIRE RETARDANT) BLOCKING BEHIND CHANNEL AL 61426 LA 42441 DK 62203 ILLUMINATED LETTERS. ® ® EL. 13' -11 I/4" A.F,F. 6,, AK ME .414 OR 626os AZ .15150 MD 113465 -R PA 46B -8030 ALL VERTICAL AND HORIZONTAL WHITE MAPLE REVEALS STOREFRONT - SEE DETAIL WA.1 F TYP TYPICAL ST WING WALL I - - BOTTOM OF MALL BULKHEAD AR .1545 MA .516 RI 01011 GA #G- 015102 MI 4128516 SG #2126 co 65005 145 .1545 TN 601 534 LA FLAT PANEL WOOD REVEAL. NEW 1/2" THK. CLEAR TEMPERED GLASS WINDOW WITH 1/4" 1 _ I NEW WHITE MAPLE A000 PANELS . (VERTICAL GRAIN TYP (�) • EL. 11'-4 1/2" A DG #5435 MO 6A 1.0 1 Tx #8180 DE 112015 MT 61954 UT 619:i� PL 67609 NE 6A -1734 Vi #1291 6A 65418 NV #1618 VA #4220 O A NEW ... THE CHILDREN'S L ACE _ - U -. O I ' TOP OF STOREFRONT GLAZING HI 6AR-03641 NH .1112 WA #4506 1 :. ID 61921 NJ 606411 WV #1466 IL 6001 -010119 NM #1124 WI 6A -Sc.11 .. K5 62771 ND 6875 PR 614495 KY 62116 CH 66038 GUAM 6592 - CLIPS. (TYP) 2" DIA., HALF ROUND BRUSHED ALUMINUM CLIPS. hYP) TYP. BOTH SIDES + EQ. __. _. _. ,..- _ _...... - - - \ © ALL RIGHTS RESERVED THIS DRAWING, THE D)=16N INDICATED, THE FORMAT AND ARRANGEMENTS ARE PROPERTY AL THE 7 DMIG ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERI TERI 5 BY TM CLIENT, AGENTS OF THE GWENT OR OTHER PARTIES W REVIEW AND THE REV AND WRITTEN APPROVAL OF TiE DESIGN HIRTHERMORE THE CLIENT ENT AT A5FEE T a DEFENDFNDEMNI AND HOLD T. DESIGN PROFESSIONAL HARMLESS FROM. ALL CLAIMS, VERTICAL JOINTS. TYP. " EXISTING NEUTRAL PIER. T.G.C. TO PATCH 6 REPAIR AS READ. I - - _J , � 61 ^, \_ EL. TOM 1/2" A.F.F. V BOTTOM OF SIGN 6 Y ENTRY SOFFIT i. I _ � - NEW 1/2" INK. CLEAR TEMPERED GLASS WINDOW WITH 1/4" VERTICAL JOINTS, TYP. ` \` �^ WHITE MAPLE DOOR HEADER SEE DETAIL T /AB.2 l EQ. I LEASE LINE NEW 3!4" WHITE MAPLE WOOD REVEAL TYP. EXIST!NO NEUTRAL PIER, T PATCH 6 ..REPAIR AS Rear,. ■ NEW NEW SELF ADHESIVE LASER GUT 4" HIGH VINYL LETTERS -SIGN TYPE # 3 TO BE APPLIED AT THE 'TYPICAL I' I' I � I I SELF ADHESIVE LASER GUT 4" HIGH VINYL LET LETTERS - SIGN !TT't R 3 TO BE APPLIED AT THE BACK OF' THE GLASS TYPICAL INJURIES: DAMAGES; LOSSES, EXPENSES IAN, ATTORNEY,'5 FEE. ARISING 01.1T Of MaDIFIGATIOH OR REUSE OF THESE MATERIALS. THE HESE PLA CONTACT TIONS ARE NOT WORKING ING FROM THESE, LA NS AND A./OR A. S ALL ICATIO ARE TO SCALE H INFORMATION BUT TO O GON7AGT THE ARCHITECT BACK OF THE GLASS \\I EQ. LEASE LINE - NEW 2" DIA. HALF ROUND BRUSHED ALUMINUM GLASS CORNER CLIPS, (rYP. BOTH 1 1 ( - .. Efi. EQ. ME MEA G5 ..175 Z. N IVE REGARDING AS SUCH MPJ��Er NrOT5 DG NOT APPEAR CORRECT, AS UREMENTS, IF ADD UP PROPERLY OR SCALE GORREGTLY 7D THE INDICATED SIZE. / EQ. EQ. \ EQ. EQ EQ. EQ. / ! £Q. £Q. EQ. EQ. EQ. EQ. / P CM T _ \ PLACE ` ! PL I \'a -- PLAO - '6 i M _. � �� I ,. 1 i I I 2" DIA. HALF ROUND BRUSHED ALUMINUM BLAHS IDES) ® END CONDITIONS (TYPICAL BOTH SIDES) T OP DATE: ISSUE 8/20/01 eL1ENT SIDES) -t ;; 8/20/01 LANDLORD I I 8/20/01 BUILDING DEPT. 6 ' OF PLATFORM $ 8/20/01 VENDORS ANGLED VIEW VERTICAL JOINT (NO NEW I/2" CLEAR TEMP GLASS ENTRY DOORS. o NEW GLA55 BO BOTH (2) W / PANELS RETURN STOREFRONT I/2" CLEAR TEMP.. I \ SILIL ICONE) TYPICAL STOREFRONT 6LAZIN6 SEE SHEET A5.0 FOR DETAILED INFO. NEW WRITE MAPLE SIDELIGHT TYP: SIDES O DOOR. ANGLED VIEW 6.6.5 GLAZING SUB-CONTRACTOR TO INSTALL NEW b" CLEAR ANODIZED ALUMINUM BREAK METAL OVER WHITE MAPLE PANELS. INSTALL USING CONTACT ADHESIVE. TYP. YYY LAYERS OF W+I7E MAPLE PLYWOOD RETURN BREAK METAL INTO (BEHIND) REVEAL 4 AROUND 3 /4" REVEALS. PANELS TO MATCH WIN WALL WHITE MAPLE FACE 6 INSTALL ALONG G ABOVE, TYP. PANELS TO BOTTOM OF PLATFORM AT STOREFRONT AROUND AND INSIDE OF ENTRY, TYP. BOTH SIDES DOOR PULLS. ED STOREFRONT ELEVATION SCALE: 1/2" = I' - alllol '.. LINE OF NEW CURTAIN WALL ABOVE SEE NOTE, NO FRAMING REQUIRED FOR INSTALLATION.. LE RING ALLS. TIP. OF WHITE MAP W DETAIL 2/40.o '.,, GM OF TUt9VMJ4 APPROVER NEW WOOD PLANK FLOORING' WD I NEW WOOD PLANK FLOORING W -I SIDELIGHT OF DOOR. OF DOOR TO LINE AT 6 C.S WITH MALL I TENANT G.C. TO DRILL I" DIA. HOLES IN PLATFORM FOR DISPLAY MANNEQUINS. 6:0. TO OBTAIN HOLE TEMPLATE FROM RMI MILLWORK. CENTER (I) TEMPLATE IN CENTER OF EACH WINDOW FOR A TOTAL OF (2) TEMPLATES. SEP 12 2001 LINE OF NEW CURTAIN WALL ABOVE SEE DETAIL 2/A2,0 ON MALL MALL TILE OF AS NOTED NEW I/O TEMPERED GLASS TYP TO BOTH SIDES ath10I4.1G DTVI'!1C5N CLOSURE LINE IS FRONT SIDE NEW FURRED WALL FADE OF NEW WALL 111 , + 6.G. TO PURCHASE LANDLORDS AND INSTALL MALL TILE STOREFRONT CLOSURE 6.G. TO COORDINATE -LINE OF SIGN SOFFIT lu SYSTEM �� iii/-5.-4.. EXPENSE, I MANAGER. +/- . 1 -8 -i" I I FACE OF NEW WALL SYSTEM AI COPPJ I DATE: No. REVISIONS / BY: LEASE LINE VERTICAL 3/4" METAL 'L' GHANNE;_, FACTORY FINISH, YVI -II7E nn ''� G.C. TO VERIFY I FIELD 2 ' - 1 £X157. 6" DIA. DUCT -PLATFORM 1 PLATFORM RAILING '_` ABOVE G.C. TO VERIFY IN FIELD LINE O F NEW PLATFORM / O NEW GYP. BD. 1 2' B2" PROJECT: THE CHILDREN'S PLACE MALL CORRIDOR CORNER BASE DETAIL. TYP ALL OUTSIDE SIDE - ,., CORNERS. SEE 4/A32 I LINE OF GYP. i FLEW � — IGN jA BD. SOFFIT ABOVE ® f BOTH SID ES, TYP. 5£E DTL. 3/F3/F4.0 somT ABOVE ALIGN LOCATION: SPACE #D404 SOUTH GENTLER MALL TUKWILA, WA NEW FURRED WALL EXISTING DEMISING WALL NEW WHITE MAPLE WING WALL 4 NEW WHITE MAPLE ��■ ' I _ In :Si \► N I = �r` 1 — 1 I EXIST, MALL COLUMN AL'16N� © � - , ` VERTICAL 3/4" METAL 'L' CHANNEL, FACTORY FINISH, WHITE Eh T - - i - - EXIST. DEMISING WALL. _ -LEASE LINE PROJECT NO. 1 0302 DRAWN BY: EGB FLAT PANEL SCALE: A S NOTED 04450K50 BY: HW / JRA ® Q NEW 3/4" x 3/4" BLACK ALUM. "U" CHANNEL WITH 3/4" NON COMBUSTIBLE BLOCKING BEHIND CHANN EL t INSTALLED BY G.G. 1 \ \ 43° \\:: \ :A LINE OF NEW GYP. HGARD CURTAIN WALL ABOVE T LINE OF NEW GYP. BOARD CURTAIN WALT_ ABOVE - � - I -/ r i 411 EXISTING NEUTRAL PIER 6.G. TO PATCH AND REPAIR AS REQUIRED, TYP. BOTH SIDES D. NEW 9/4" x 9/4" BL IBLOGKIN6.. DATE: 8 /2O /O I 44.4s4 APPROVED BY: DRAWING NAME: C /� STORM RONT ELEVATION STQREI N PL ----. \ I SO.. / � `1, TYP. NO EXPOSED FASTENERS TYP. SEE STRUCTURAL DRAWINGS ON 51.0 1:. 1 -11 44 POPOUT LEASE LINE ECA LEASE LINE �' - PLATFORM I I -II " I� CHANNEL WITH NON TYPICAL NON EXPOSED FASTENERS TM J TRI RONT NIGHOLA..J J. A O - GONSULTI NG ARGHI G (WIDTH 516 FIT ABOVE) 7'-q ," AND 52.0 FOR STOREFRONT FRAMING / NEW I/2" CLEAR TEMPERED B' -II" 8" B' -II' RECESSED ENTRY LINE OF NEW CURVED SIGN 45045 - I @ ;,. NEW I/2" CLEAR TEMPERED GLASS STOREFRONT o INFORMATION / GLA55 STOREFRONT 4 LINE OF NEW4 WHI TE MAPLE PANELS ABOVE TENANT G.G. TO DRILL I' DIA. HOLES IN " LINE OF NEW WHITE PLATFORM FOR DISPLAY MANNEQUINS. MAPLE PANELS ABOVE -- S.C. TO OBTAIN HOLE TEMPLATE FROM RMI MILLWORK, CENTER (I) TEMPLATE IN / CENTER OF EACH WINDOW FORA LEASE DIMENSION - -2" DIAMETER HALF ROUND BRUSHED ALUMINUM GLASS CLIPS, TYP. EACH SIDE OF DOOR SEE 1 /43,0 FOR HEIGHTS. I DRAWING NO. r Q T. I I �7 1 ii.E ' ", ". i TOTAL OF (2) TEMPLATES. ( -'- /11 C. - r - , - ) t , c, /°) f\ I - r - ;=) I A t\ I 1 z 0 Q V 0 iu 0 CHILDREN'S PLACE POP -OUT I POP -OUT CHILDREN'S PLACE POP -OUT POP -OUT _ T I / / \ ( O I \�/ / \ \I v G R O U P 600 VALLEY ROAD WAY N E , NJ 07470 T 973 . 692. 0 2 2 2 F 973 692. 0 2 2 3 T}Q(a?ITICOTICO,CORI LEASE LINE x 1^ E LANE— UP TO DECK ■3E •I I 1 ma (U LAYER 5/6 TYPE X GYP. BD ABOVOY E ON BACKSIDE OF MALL BULKHEAD TIGHT TO DECK ABOVE. CAULK TO INSURE (I) HOUR FIRE 1 1 RATING 15 MAINTAINED. (IF NOT EXISTING) EXISTING MALL BULKHEAD CONSTRUCTION. I SEE STRUCTURAL DRAWINGS ON SHEETS 51.0 6 52.0 FOR STOREFRONT FRAM' "N6 INFORMATION SEE STRUCTURAL DRAWINGS ON SHEETS 51.0 4 52.0 FOR STOREFRONT RONT FRAMING INFORMATION ( U LAYER 5/8" TYPE 'X' GYP. BD. UP TO I DECK ABOVE ON BACKSIDE OF MALL BULKHEAD TIGHT TO DECK ABOVE. CAULK TO INSURE (I) HOUR FIRE RATING 15 1 MAINTAINED. (IF NOT EXISTING) I 1 MALL BULKHEAD CONSTRUCTION - 3 5/8" 20 GA. METAL STUD CROSS BRACING a 4'-O" O.G. FOR LATERAL SUPPORT ONLY T. TO PATCH AND REPAIR AS READ. NEW 3/4" x 3/4" BLACK FACTORY FINISH ALUMINUM CHANNEL REVEAL FINISHED ON INSIDE AND OUTSIDE SURFACES W/ NON COMB. BLOCKING BEHIND CHANNEL REVEAL. , . 3 5/8 " 20 G.A METAL STUD FRAMING. a 16" O.G. ATTACHED TO STRUCTURE ABOVE FOR (TYPICAL) LATERAL LATERAL BRACING ONLY EXISTING T.G.G. TO PATCH 6 REPAIR AS RECD. 3 5/8 ", 20 G.A. METAL STUD FRAMING @ I6" O.G. ATTACHED TO STRUCTURE ABOVE FOR LATERAL BRACING ONLY AB 1 7 Y J GYP. BD. IN b" ABOVE ADJACENT GEILIN6 ,- 3 -II I/4" A.F.F. I 3 5/6" 20 G.A. METAL STUD GROSS BRAD! . a 4LO" OA. FOR LATERAL SUPPORT ONLY ,� r , � � � � 4 NEW 3/4" x 3/4" BLACK FACTORY FINISH ALUMINUM CHANNEL REVEAL FINISHED ON A R C H I T E C T U R E & I N T E R I O R DESIGN / / / BOTTOM OF MALL BULKHEAD - - - • ° II —/ TOP OF TENANT GONSTRUGTIO N -- - A* da, 4 INSIDE AND OUTSIDE SURFACE A l NON I COMB. BLOCKING BEHIND CHANNEL REVEAL. 5/5" TYPE "x" GYP. BD. 1 - NICHOLAS J. TRIGARICO CONSULTING ARCHITECT , 5/5" TYPE "x" GYP. D :■'■ 17I ` •I1 I (2) LAYERS 3/4." WHITE MAPLE WOOD PANEL5(WC -2) 12'-4 V2" A.F.F. 1 (27 LAYERS 5/4" WHITE MAPLE WOOD PANh15(WG -2) AL x1926 LA N294T OK 2203 AK Az : 15750 ME a97a OR ua60 FA x5-8030 i, �! II i .f 6: ' MO '■�- ' Ili BOTTOM OF GYP. BD. SOFFIT 5/6" 'X' BD. (TYPICAU AR x1595 Mh 44516 RI 4101. -. GA 5C-05102 5G xalab \ Z ' `- �_, Z j I 1 , � i ``` 1 C T 4G- MN 5D 49154 (I) LAYER TYPE GYP. ` I II \� 1 1— \ �� 5 CT 450Q5 5 M9 4194E TN »01".34 II'-b" A F 1= CEILING HEIGHT (GL& -I) - \ I GEILIN6 HEIGHT GL6-I II I I U _ ' -4 I/2" FF I I I A ``� DG 49453 TX »8 I II' -4 I/ A.F.F. r © BOTTOM OF CURTAIN WALL ® 5/9" TYPE "X" GYP. BD. MOUNTED "R" TYPE FIXTURE 10' -? V2" AFF 111 TOP OF TENANT SIGN MIDSPAO tlP RADIUSED SECTION OF STOREFRONT. SIGN FADE LEFT R RIGHT SIDES OF SIGN ALIGN Pi/ FACE OF WHITE MAPLE STOREFROtT vE 42019 Mr =1359 u7 <1955 FL 41605 NE 4A -1199 VT 4129'1 6A 4S4 NV •16. V44aaQ BoTOM OF GYP. BD. LIGHT COVE PT -I ` ( / 5/8" TYPE X GYP. BD. OVER 5 5 /8" MTL. STUDS a 16" O. .G ���� N.� =N. N .. BOTTOM OF GYP. 9D. L16HT COVE ��-� GEIL MOUNTED EXIT L16HT METAL DISPLAY IMPAG GRID, :........... � ���•••••••• 5•11111•111•••••• N.nw i�... ..�... 111111••1111•21•••111 HI 4AR- 056 9'1 NH 41113 :: ID x1321 ® WV +I46E I.......IN6 N6MMM IL 40 01 - 010119 NM nIT24 W >FA -5097 IN 44114 ®'" WY x c. °1001 I•.......N. 1- I PROVIDE NON COMB. 3/4' PLYWOOD BLOCKING FOR SIGN ATTACHMENT S 0/A6.0. I L 6' -10 i /2" A F.F. . BOTTOM OF TENANT 5100 6 0-Iii ENTRY SOFFIT IA 4ag84 Nc 15065 i••••••..... ..• ........ ..N..........N... GEILIN6 I 1 / "X" Ks 1:an1 : ND 1+875 FR .4435 PT -I ( ) METAL DISPLAY IMPAG .... BEYOND It...N 5 /3" TYPE 'X' GYP. BD. OVEtt ' . O . ■ 1f.. 5 5 /e" MTL STUDS a I6" 0A ( PT - I) Y'� 1/4" A FF LY) . �N �' N . . . 1 I KY 5x116 OH #6058 GUAM.52 :. •........... \ 1 !,� ■ i / /%/ - . _ ..... 0e ALL RIGHTS RESERVED WING N IGATO, THE FORMAT AND THIS DRAWING. THE DESIG SO A ARE THE PROPERTY Y OP THE TR O GROUP. ANY NY . USE E OR OR REUSE USE OF ORIGINAL OR ALTERED DESIGN MATERIALS ': THE CLIENT, AGENTS DF. THE CLIENT OR OTHER PARTIES WITHOUT THE REYIFJ"1 AND WRITTEN APPROVAL OF THE DESIGN PRpFE551oNAL SHALL BE AT T P SOLE RISK OF THE OTHERS. DEFEND. INDEMNIFY AND FURTHERMORE THE CLIENT AGREES TO HOLD T DESIGN PROFESSIONAL HAR MOM OM ALL CLAIMS; HE INJURIES, DAMAGES, L059E5, EXPEHsES AND ATTORNEYS FEES ARISINS OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. ARE THE GENERAL T.SE PLANS A. S 'ALL IGATI O O NOT TINS E NOT TO .GALE SU INFORMATION RKIN5 FROM THESE AND O CONTACT THE ARC TO !3171 . MEASUREMENTS, HITECT MEAS REPRESENTATIVE R P AR 1-E CORRECT, ADD UP IF SUCH PROPERLY OR SC ALE CORRECTLY EEHEMTS DO NOT TO THE INDICATED TED SI ADD UP Pr? ' CORRECTLY LY TO THE.IDlCAD ZE. Ni6 ......... � BENMEM• 1........... �• I 5/8 TYPE GYP. BD.( PT -I) I - I I 1..••••• :111... i�....N.... i......N... ........... ��QBN��� .... 1 NE �` I i © \ b' GRID -6 ............ .. INCANDESCENT DOWN .•••••••••• .�. , / i........iQ . o........d... !1 7' I/4" A.F.F. TOP OF l WALL SYSTEM PANEL HIGH INTER6RAL ow —�� NEW 9/4" WHITE MAPLE WOOD REVEAL, TYPICAL I/2 THNG. CLEAR TEMPERED WALL SYSTEM PANEL 35/4" HI54 INTERS.' T E RRAL IL ' b _ ... - L RECESSED I I TYPE "E ° -TYP. SEE KEFLEGTED GEILIN6 PLAN 6 ELEC.. DABS. FOR SPECSI 6. LOCATIONS. COLUMN ENCLOSURE M /4" METAL FLANGE WHITE MELAMINE WALL PANEL SYSTEM ON WALL I WHITE MELAMINE WALL PANEL GLASS LEASE LINE WHITE MAPLE WHITE MAPLE WING WALL BEYOND WHITE MAPLE FLAT PANEL ...m■ww DATE: ISSUE - - - WHITE MAPLE WING WALL O ._ 3/4" FIRE RETARDANT PLYWOOD SUBSTRATE W/ (WD -I )WOOD I OVER I 1 — / WHITE MAPLE WING WALL FOP - OUT LEASE LINE ;. STOREFRONT DOOR - LEASE LINE S/2O /OI CL IENT I - 8/0 1 LANDLORD I 3 5/b' STUD. FRAMING F02 NEW SYSTEM ON WALL BEYOND S /20 BUILDING DEPT. I I / / 1/2" THK. CLEAR TEMPERED GLASS 3/4" METAL 'L' CHANNEL — WHITE MAPLE RAILING SEE I = / - (FIRE RETARDANT BLOCKING AS PLATFORM M I PROVIDE CONTINUOUS CLEAR SILICONE SEAL ALONG JOINT, TYPICAL BOTH SIDES I (2) LAYERS 3/4" THK. WHITE MAPLE PLYWOOD OVER 3/4" PLYWOOD. 3/4" METAL 'L' CHANNEL WHITE MAPLE COLUMN .5/20/01 VENDORS IU I . .1 POP -OUT LEASE LINE DTL 6 /A6.O — (1 WHITE MAPLE WOOD GRAN PLASTIC LAMINATE OVER 3/4" COMPOSITION BOARD SUBSTRATE. 4" WOOD BASE ( WB-I) WOOD FLOORINS( -I } \ t � - 611111 ENGL(75URE ` 5/K. WHITE MAPLE ALIGN .® LAYERS W OVER 3/4" PLYWOOD. PL VER L I �� z _ `° _ b" HIGH CLEAR ANO BREAK METAL BASE MALL FLOORING 4" WOOD BASE (N!8 -I ) \ WOOD FLOORIN6(WD -I) I ' 'p 6 HIGH MALL FLOORING - ' F• TENANT GENERAL CONTRACTOR IS REQUIRED TO INSTALL TENANT PROVIDED WINDOW GRAPHIC HANG BAR ASSEMBLY SYSTEM. INSTALL RUNNERS TO GYP. BOARD CEILING. WITH CLEAR SILICONE AND (I) SCREW AT EACH SNP LOCATION X LENGTH OF RUNNER. CENTER (I) 5 ASSEMBLY PER WINDOW TYP. IF WINDOW IS LESS THAN B' -0" THE TENANT GENERAL., CONTRACTOR IS TO FIT SIZE AND VERIFY WITH THE CHILDREN5 PLACE REPRESENTATIVE. PAINT SCREW HEADS WHITE TD MATCH TRACK FINISH. MIIIIIIMEWI 1 1 ' ' � Q _ CITE' CAF P ® I I APPROVED SEP 12 2001 AS NUILU L SETON THROUGH STOREFRONT SECTION THROUGH STOREFRONT c1Lu1NG DM2I O 3/4" = I' -O" 061501 SCALE_: 5/4" = I' -O" 061901 DATE: No. REVISIONS J ELY: CHILDREN'S PLACE LEASE LINE LINE OF DOOR DOTTED 3 5 /3" METAL STUDS FIRE RETARDANT' TREATED I . BEN. CONTRACTOR TO ATTACH WHITE MAPLE PLYWOOD SYSTEM TO GYP. D. WITH PL400 GONSTRGUGTION ADHESIVE - NO EXPOSED FASTENERS ALLOWED 2. DO NOT PRIME GYP. BD. THAT 15 TO RECEIVE SLUED AHITE MAPLE PLYWOOD STOREFRONT 0. HOLD STOREFRONT DRYWALL FINISHED FACE I -I/2" SACK FROM FINISHED FACE OF WHITE MAPLE FINISH TO ALLOW FOR PANEL THICKNE TYP. WOOD FLOOR A MALL FLOORIN6 THE THE CHILDREN'S PEACE 1900D BLOCKING AS READ CLOSURE LINE I SILICONE NS DINT CLEAT S ILK ONE SEAL NE SEAL ALO BOTH SIDES. , 2" DEEP RECESSED GLAZING CHANNEL. I THE MALL REQUIRES THE STOREFRONT CONSTRUCTION TO BE FLOOR SUPPORTED WITH NO CONNECTION OTHER THAN LATERAL BRACING TO THE MALL STRUCTURE ABOVE. NO CONNECTION IS ALLOWED 5/5" TYPE 'X' GYP. BD. LIE or T L - MALL FLOOR';; °1G LOCATION: SPAGE #D404 SOUTH CENTER MALL TUKINILA 1 WA TYP. GLASS DOOR IN RPbsmo — '"L — — ' � g 3 5/5" METAL 5TU• \ 11110" , ��; 5/8" iTrt'X' GYP. BD. II i = J • 0iI k - 3 5/5" METAL STUDS / FIRE RETARDANT TREATED WOOD BLOCKING A5 REQD ATTACH PLYWOOD PANELS GO NSTRUGTION USING DO NOT PRIME GYP. BD. (2) LAYERS 3/4" THK. WHITE MAPLE PLYWOOD PANEL ON 5/5" TYPE "X" BD. DISPLAY WINDOW 9II TO THE MALL DECK UNDER ANY CIRCUMSTANCES. 5/5" TYPE 'X' GYP. BD. (PT -I) II (, GYP. BD. ENTRY CEILING. (WD MOUNTED BOTTOM WO OD FLOOR -1) NOTE DOOR SHOWN IN 'OPEN' POSITION SURFACE DOOR PIVOT; BLOCK AS READ TO FLUSH WITH ADJACENT FLOORING I/2' 1740. TB4PEREV GLEAR GLASS RECESSED GLAZING CHANNEL. , PROJECT NO. 10302 DRAWN BY: ECIS 5EG. THRU' DOOR BOTTOM PIVOT © _ STOREFRONT GLASS HEAD STOREFRONT FRAMING NOTE FORMATION NOTES 101900 .GALE: CHECKED BY N.T.S. o LEASE LINE 101900 PT -I) I DATE. 8 /GO /OI p, �-T ... -- APPROVED $Y: Pr ■ Ii 1114 GYP. 41 NAL OD O ' -RIM, O PTIO W 6.G. TO PRWIDE AND INSTALL 3/4" WHITE MAPLE QUARTER ROUND TRIM ONLY IF SAP 6,....,,,, 6,....,,,, WOOD FLOORING AND GLAZING BASE EXCEEDS 9/16 ". FINISH TO MATCH WHITE MAPLE. ILL. 10 ALL HOLES WITH MATCHI BASE AND WOOD FLOOR WITH FILLER. CAULK JOINT BETWEEN _ 5/8" TYPE 'X' GYP. BD. (2) � .� WHITE TE. I V DEEP RECC:�CD GLAZING CHANNEL. r1 f SALES AREA PROVIDE CONTINUOUS CLEAR SILICONE SEAL ALONG JOINT. TYPICAL BOTH SIDES. i /2" HE TEMPERED CLEAR GLASS IN 2 DEEP RECESSED GLAZING CHANNEL 1 TO REFNT GLAZING SYSTEM T CLEAR STOREFRONT RO TEMPERED GLASS 6' HIGH CLEAR ANODIZED BASE STYLMARK MODEL (PT-1) FIRE RETARDANT TREATED WOOD BLOCKING 'A5 REC. - _ ,. DRAWING NAME: STOREFRONT SECTIONS DETAILS -- STOREFRONT SYSTEM STS LA FONISH ; , I , #1104!31 SILL 4110350 ANCHOR OR APPROVED EQUAL 1 ( A5 REQUIRED MALL FLOORING 1 2" DEEP RECESSED GLAZING CHANNEL. 1II I I 1' - WOOD `FLOORING( WD -I) (GYP. BD. TAPING BEAD TO EDGE OF WHITE MAPLE PANEL) � I DRAWING NO � ITD CITV R oF, °V1`'' a aoe , .1 :1ST RED e -H ECT I .,co 6f ; ; .1 3 PLYWOOD — _ . � 5/9" TYPE 'X' GYP. BD. 51/1B4'F R _-_ _ J - -- ° ' (FT - I) PROVIDE CANTINUGUS CLEAR SILICONE SEAL ALONG JOINT TYP. 90114 51DE5. I/1' CLEAR MEP. GLASS SIDELIGHT ° P 5LA8 CAULK JOINT BETWEEN " . &LAZING BASE AND WOOD FLOOR WITH MATCHING CAULK WHERE NO TRIM 15 USED. � I STOREFRONT GLASS HEAD ( WOOD TRIM STOREFRONT BASE n BEG. GLASS 51DELI6HT HEAD NOT USED n REVEAL DETAIL a W N 0 0 PROJECT NO.: LOCATION: PROJECT: PLOT SCALE: O Q PAINT (PT -I) ON O I FT-I) O i O I POP -OUT LEASE LINE 13'_11 I/4" APP. TR GROUP 500 VALLEY ROAD T y E 973. 692.0222 F 973 . 692. 0223 E ttg@trlcaticocom GYP. BD. LINE OF GYP. BD. LIGHT COVE ABOVE GRID, TYP. (P T -I) / I - PAINT( PT -I) 6YP. BD GURTAIN WALL CURVED WHITE MAPLE PLYWOOD FASCIA ® BAGKWRAP -� SIGN . 2 MOUNTED TO PAINTED GYP. BD.( B EHIND META 6RID, TYPICAL % % %% BOTTOM of BULKHEAD/ R' TOP OF TENANT CONSTRLGTION TMP© 2" x 2" IMPAG GRID i5 rap CONTINUOUS ALONG TOP OF WALL SYSTEM. (TYPICAL) ARCHITECTURE & INTERIOR DESIGN BACKWRAP RADIUS@ BACK WRAP SEE SHT. A6.0 I IT-4 1/2" AFF. BOTTOM OF DISPLAY WINDOW GYP. BD. SOFFIT I 11'-4 1/2" APP. TOP OF SLAW/ BOTTOM 6YP . BD. GURTAIN LEASE LINE I J NICHOLAS J TF'IGARIGO . CONSULTING ARCHITECT 1 -■ ::..... _. _ .e: EEE- 11J • •• 6 CHILDREN'S w : 1 . = :; m.::: ... eE EI :::I s.. El: 9 E E : • CIC �... •• .. AL :426 LA 0294 OK .2205 5' LACE . m ... ,uE I • AZ 015 150 ME .914 MD .5963 -R OR *2608 PA k6 -8030 ' ..... ;.... ... :.. i •••• ••••• •••• .. ' U- N r- 1 W315.. TMM 40 d0. 1 $ 0: 5' METAL GRID ON CURVED WHITE MAPLE PLYWOOD , I I VERTICAL 5/4' METAL 'L' CHANNEL a END WALL SYSTEM, TYP. O� 5 ' !III I I 1 1 - VERTICAL 5/4" METAL 1... CHANNEL AT END OF WALL SYSTEM, TYPICAL i 1/2' THK. CLEAR TEMPERED I GLASS NEW PLATFORM / MOLL FLOORING AR .1595 MA .4596 RI .1077 MINIMUM SECTION OF 6R D AT 6:-0 L GA .G -015102 MI X28976 SG .2126 CO 4C -2445 MN .15993 SD .5954 STOREPRONT BEFORE FIRST GRID JOINT, TYP. MIN. 4' -0" SECTION BEFORE ANY 6RID JOINTS ALL OTHER LOCATIONS. ADJUST CT .5005 M5 .1948 TN .012534 .....0 ... . .... a -� --� ® x .5499 Mo .A -4565 TX .8960 = �■ I I I .2075 Mr .i5s4 UT .1355 FL .7609 NE kA -1739 VT *12 47 1 II , I T' ID, CASHWRAP HESE I EN 6h .3478 NV 41678 VA 44220 HI kgR-05599 NH 4212 WA .4506 ' ' i ID .1921 NJ .25411 Wd .1486 - GE55@ STANDARDS 0 2' -0' O.G. S/p 3 VERTICAL 3/4" AT END OF WALL WHITE MAPLE - TYP. SEE • 0 4" H. H0017 BASE VERTICAL 3/4" METAL 'L' CHANNEL (WB-I) AT END OF WALL SYSTEM, TYPICAL TYPICAL WHITE MAPLE MERCHANDISING COLUMN, TYP. SEE DETAIL 6 /FI.O „ , -l� I I HANDICAPPED ' ESSIBLE TRANSACTION WING WALL (WC-2) ` I 1 k00� -010719 NM IN NY .01 WY .G -1001 IA 42984 NC .3095 METAL 'L' CHANNEL SYSTEM, CORNER UNIT, NOTE: GASH WRAP FIXTURE, BACK COUNTER AND CURVED WOOD BACK PANEL ONLY WILL WHITE MAPLE BE SUPPLIED BY THE TENANTS MILLWORK FLAT PANEL CONTRACTOR 6 INSTALL@ BY b.C. 4 KS k27T1 ND .895 PR 014495 KY .2116 OH 06056 GUAM 0352 -- :- © ALL RIGHTS RESERVED THIS AR INNS MEMENNTS ARE THE PROPERT D THE TRIG :O 6ROUR ANY USE OR REUSE OF ORIGINAL OR ALTERED DE516N MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT 141£ REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL DE AT THE SOLE RISK OF T. OTHERS. FURT4BRMGRE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN FROFE5510NAL HAP14E55 FROM ALL CLAIMS, INJURIES, CAMASES, LOSSES, EXPENSES AND ATTORNEYS FEES 'AR'S. OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE eSENEAI: R'GON7R R C. AGTOR AND /OALL sus- ONTRAGTCR5 WORKING FROM THE PLANS AND SPKIFIGATONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE RE&ARDIN& MEASUREMENTS, IF 5KH MEAORTMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR' saALE CORRECTLY TO THE INDICATED SIM. I N T E R O R E L E V A T I O N SCALE: 1/4 = I' -0 " oT1401 POP -OUT LEASE LINE `i 2" x 2" IMPAG GRID IS CONTINUOUS ALONG TOP OF WALL SYSTEM. (TYPICAL) �,. O ©7rp A.F.F. ''. PAINT (PT -I) ON ABOVE GRID, TYP. I 13' -11 I/4' AF.F. PAINTED Sr. BD (PT -I) BEHIND METAI 6RID, .I0HT COVE r r_r DATE: ISSUE BOTTOM OF BULKHEAD/ TOP TENANT G0N5T RL'CTION 2 - O \��� \ \\ -PAINT (PT-I )GYP. LINE OF GYP. BD: HD. CURTAIN WALL (PT_I) I GYP. BD. ' '1 8/20/0 CLIENT �'' TYPCAL 8/20/01 LANLOD BOTTOM WINDOW 6Y. BD. SOFFIT II' -4 I/2" A.P.F. T F GLASS/ BOTTOM OF 6YP. BD. CURTAIN LEASE LINE CHANNEL AT E VERTICAL 5/4" METAL 'L' ND of WA 8/20/01 BUILDING DEPT. 1 LL i P 1 t1 j! ' .::� - 8/20101 VENDORS : i ••••� ""- ••••••• INIMUM STOREFRONT GRID SECTION JOINTS ADJUST 111ESC SECTION OF 6RID AT `> Q TA1Vd 1431..6 TNM d0 d0J J -Hell 'O8'dA9 d0 1.101108 v - 1 SYSTEM, TYPICAL 1/2" THK. CLEAR TEMPERED 1 BEFORE FIRST JOINT, TYP. MIN. 4' -0" L BEFORE ANY 6RID ALL OTHER LOCATIONS. ALL SKID GUTS PER REO6UIREMENTS. ,I i1 &LASS III NEW PLATFORM MALL FLOORINo- 11101111. OM 1 CITY OF TUKW&A 4J WHITE MAPLE WING WALL PANEL yy_2 VERTICAL END OF WHITE MAPLEIMERGHANDISIN6 TYP. SEE 8,4' WALL METAL SYSTEM, 'L' CHANNEL AT 4" H. WOOD BASE RECESSED STANDARDS O.G. - TYP. SEE Nyj E FLAT TYPICAL I COLUMN, (WB-I ) .. 5/A3.2 VERTICAL WHITE WHITE MAPLE MAPLE TRIM:- SE 2 21101 AS A 40I-- DE IL 6/FI.0 CORNER UNIT. �JIL LJTNV D Pli3nry O INTERIOR ELEVATION DATE: No. REVISIONS / BY: SCALE: 1/4 = I' - 0 " 50 . CEILING MTD. EXIT LIGHT LINE OF GYP. BD. LIGHT AT CENTERLINE OF DOOR COVE ( PT ) RUN PANEL SYSTEM 6 STANDARDS ABOVE AND 2" x z" 1MrAG 6RID 1� EACH SIDE OF FRAMED CONTINUOUS ALONG TOP OF OPENING. WALL SYSTEM. (TYPICAL)- Q I. DIMENSIONS INDICATED FOR DISPLAY WALL WOOD TRIM HEIGHTS 4 SOFFITS ARE NOTED AS FINISHED HEIGHTS ABOVE THE HIGHEST FLOOR SLAB / FLOOR FINISH HEIGHTS PLUS A I/2" ALLOWANCE TO ACCOMMODATE UNEVEN SLAB CONDITIONS 2. TOP OF WHI i E MAPLE COLUMN COVERS AND TOP OF WHITE MAPLE DISPLAY WALL WOOD TRIM, MUST ALL ALIEN ® +/- 10' -'I 1/2" A SEE NOTE #I RE: A.F.F. CALCULATING A.F.F. DIMENSIONS lb 4 � PANT@ GYP. BD. 41 PROJECT: THE CHILDREN'S r PLANE • LOGATIoN: SPACE #D404 SOUTH G1=NTER MALL TUKW I LA, WA REi - / � ON // I 1 I I I I I MOUNT THERMOSTAT ON SIDE OF WHITE MAPLE CORNER IfNIT I I I i , T CEILING MTD. EXIT LIGHT AT GL. ABOVE DOS' I I/2" CLEAR TEMPERED GLASS 5IDF116H TYP. BOTH SIDES OF MOO F : I I EL. II'-6' A.F.F. � . . PROJECT NO. 10302 DRAWN BY: A-1G EGB , � A.C.T. CEILING 7 I (a.44 � / PA GYP. $D. (PT - I) _ rA = -1��� SCALE: AS NOTED CHECKED BY: 1-11^i / JRA 1 I _ ' __ / /j '__ / / - \ EL. i o - 7 I/2 A.F.F. BOTTOM OF ENTRY INTERIOR CURTAIN WALL \ EL. 6' -10 I /2" A.F.F. BOTTOM OF GYP. BD. ENTRY I I •.• ..... : : PAINT GYP. BD. BEHIND EHINC ••• • , �j I! a. DATE: 8/20/0 APPROVED BY: METAL GRID ( PT -I ) ._... / C L " G /' � .. i . Ik i 1 _ WHITE PANELS -METAL METAL ® 2' MELAMINE - TYP. STANDARDS IN WALL PANEL 114911.'08'd.l9 d0 WOLLO9 TL ,OI T$1Vd W815JA TMM d d01 �,- DRAWI NAME: INTERIOR ELEVATIONS WHITE MAPLE COLUMN SURROUND 1 VERTICAL bRAIN,TYP.. ,, I I/2 CLEAR TTIPERED GLASS ■ ■ ■1 1 ■1 ■ ■ LEASE NI GHOLAS J. TRI GARI O CONSULTING ARGHIT GT -0" O _ TYP II I C I "x3" MAPLE TRIM DRAINING NO 4 . / U - 4,05 T 1 TC S EKED 1 f U A T - ' 11I , - 1 ^ V � 'L' U5104�*1 MAPLE LAMINATE WHITE MAPLE I F DOOR WOOD BASE ON WHITE MAPLE I VERT GAL 5/4" METAL - INSTALL VERTICAL I -I /2" WHITE CHANNEL AT END OF WALL MAPLE TRIM TIGHT TO SIDES 4 (WC -SD TYP FULLS COLUMN (I b" CLEAR ANODI @BASE INSTALL MAPLE LAMINATE W/ NEW PLATFORM RAILING SEE MOUNT THERMOSTAT ON SIDE SYSTEM, TYPICAL OF WHITE MAPLE CORNER UNIT- TOP OF CASED OPENING 4" H. WOOD BASE(WB -I) METAL FRAME CASED OPENING. OPEN TO Firms ROOM VESTIBULE WHITE MAPLE CORNER UNIT. GRAIN RUNNING VERTICAL WHITE MAPLE COLUMN I/2" CLEAR TEMPERED DETAIL 9/F4.0, TYP. RECEIVED AND EQUAL AT ENDS ENCLOSURE TYP. BOTH GLASS ENTRY DOORS CITY OF TUKW SIDES OF ENTRY �INTFQIn1:2 Fl FVATInN �INTFN InN FI F VATInN .I - PLOT SCALE: DOOR D O O R FRAME: SILL HARDW4� GROUP REMARKS SIZE DESCRIPTION TYPE FINISH TYPE FINISH (2) 3' -0 " WIDE (REFER TO STOREFRONT ELEVATION FOR HEIGHT) I/2' CLEAR TEMP GLASS B CLEAR - 213/A5.0 0 CASED OPENING HOLLOW METAL FRAME ONLY _ %/PSD PT -2 - _ CASED OPENING ONLY NO HINGE GUT OUTS S 5'-0" x 5' -0" x 1 -3/4" PAINT `.ACID CORE WOO GRAD C PT-2 SA/A5.0 PT-2 - E 4 5' -0" x 5' -0" x I -3/4" OLID GORE WCOD PAINT GRAD G PT -2 3A)ASD PT -2 - E S EXISTING EXISTING EX'S PT -2 5X'6 PT -2 2A/A5.0 A FR� A RE NOT L)1 0 EXISTING, EXISTING EX'S PT -2 5X'6 P1-2 2G/A5.0 A REPLACE IF DOOR AND F � ARE NOT IHR U.L. 1 EXISTING EXISTING MIL. DOOR ! FRAME EX'S PT -2 5X'6 PT -2 20/A5.0 H SERVICE TO LIKE -NEW CONDITION. SEE HARDWARE SCHEDULE A EXISTING, EXISTING TOILET ROOM DOOR EX'G P1 -2 5X'6 PT -2 - B 665 P pry , HARDWARE G 3'-0" X 1' -0" META- DOOR t FRAME A P( -2 5A/A5D PT -2 2C /A5,0 H UL RATED DOOR AND FRAME ASSEMBLY DOOR SCHEDULE: HOLLOW METAL DOOR AND FRAME ()ELEVATION FIXTURES: DOOR TYPES SCALE: 3/8 "= I' -0" I. G.G. SHALL FURNISH SAMPLES TO THE ARCHITECT FOR REVIEW AND APPROVAL ON ALL MATERIAL AND FINISHES IN THIS FINISH SCHEDULE WITH 5 DAYS FROM THE DATE OF CONTRACT AAARD. 2. ALL CEILING TILE TO BE FROM SAME LOT AHEM ORDERING FROM VENDOR. FINAL GLEAN UP NOTE: GENERAL CONTRACTOR'S GLEANING- SERVICE IS REQUIRED ON THE NIGHT BEFORE THE SCHEDULED STORE OPENING TO GLEAN AND BUFF ALL FLOORS AND GLEAN &LAZING (INSIDE AND OUT) ASTM - 504 FLAME SPREAD - 25, CLASS A WALL PANELING SMOKE - 450, CLASS A ASTM - 004 FLAME SPREAD - 70, GLASS 2 SMOKE -200 ASTM - 004 MATERIAL FLAME SFREAD RATING °J1JJJ1� ADJUST RAMP HEIGHT PER WOOD FLOOR ( AD-1) MANUFACTURER'S INSTRUCTIONS TO ALIGN WITH WOOD FLOOR FINISH. TRIM RAMP TO FIT CORRIDOR WIDTH. NEW 01000 PLANK FLOOR -- SJBFLOOR 1 /0" THICK CHROME FINISH TRANSITION ANGLE SET IN MORTAR BED, TOP TO ALIGN WITH FACE OF WOOD NOTE: LENGTH WILL SHORTEN A5 RAMP 15 TRIMMED TO ALIGN WITH V)0017 FLOOR 1:40I01-1T. ® ELEVATION VINYL (VET-1) AND /OR FLOOR TRANSITION DETAILS 19"x: REMOVE ALL EXISTING THROUGH BOLTS ON ALL EXISTING. EXIT DOORS (IF APPLICABLE). 6' -O TILE RUBBER FLOOR TRANSITION AD.A. ADHESIVE PER MANUFACTURERS INSTRUCTIONS VGT FLOOR FINISH WOOD FLOOR TO V.G.T. STOREFRONT DRAWIN05 FOR TEMPERED SLR. 51DELIGHT5 4 TRANSOM REQUIREMENTS (* THE ENTRY. I/O " THICK CLEAR TEMPERED GLA55 DOORS. WHITE MAPLE PLYWOOD DOOR HANDLE, PRE -DRILL HOLE IN GLASS FOR HANDLE 5. HANDLES '.PROVIDED BY TENANT 4 INSTALLED BY CONTRACTOR. SEE DETAIL 4/A-5 FOR', MORE INFORMATION ON HANDLE ATTACHMENT AND * REDRILLIN6 OF HANDLE HOLES IN DOOR. 6" HIGH CLEAR ANODIZED BASE (TO MATCH GLAZING BASE) GLASS STOREFRONT DOORS I/O' CLEAR TEMPERED BY VIRGINIA GLASS PRODUCTS TYPE B/P OR APPROVED EQUIVALENT 050701 050701 06150 FINISH NO. (PT (PT-5) LU ( G - I) (WC- (INC-5) ( WD ( VET - 1) GT ( VF (WB-I ) ( VB -I ) ( PL-1 EM -I FE- I ) INF -I ) 6.C. TO INSTALL TENANT PROVIDED I/O" LEAR ANOD I x I /2" x I C COMPLIANT RAMP OVER VINYL TILE. NEW WOOD EX'S CONCRETE FLOORING SLAB ( - I) PANT I. GENERAL CONTRACTOR TO REMIT A HARDWARE SCHEDULE OR&MIIED BY SETS TO INDICATE THE PRODUCT TO BE R)RNI5HED FOR TH EACH ITEM AND TO INSTRUCT E OWNERS PERSONNEL HE RESARDIN6 T PROPER 115E MD MAINTENANCE OF THIS EQI1905). 2. ALL EQUIPMENT LOG( SETS ARE TO BE PROVIDED 441114 7 -PIN HEELER TYPE LOCK CYLINDERS AND A MA5TER KEY SYSTEM. 3. ONLY TEMPORARY CYLINDERS ARE TO SE 16ED 901)10 TIE ERM CONSTRUCTION PERIOD AND THE PERMANENT GYLINOBZS ARE TO BE INSTALLED IN THE PRESENCE OF THE CLIENTS REPRESENTATIVE AND RCM KEYS FOR THIS HARDWARE ARE TO BE 540050D AT THAT TIME TEMPLATES PLATES ARE REQUIRED TO BE INCLUDED BY THE MANEAGTURB! FOR EACH DOOR AND FRAME AS REWIRED FOR PREPARATION TO RECEIVE HARDWARE. 1 5. THE MOUNTING HEIGHTS OF 01..1. HARDWARE SHALL COMPLY NS WITH RENA 'RECOMMENDED LO0ATIO FOR BUILDER AND /OR THE LATEST REGUIREAB1T5 OF THE ADA. RE51)1011 N5, OR CABO /AN51 STANDARDS WHICHEVER APP IGATION IS MORE STRINGENT FOR ITS USE. IN NO INSTANCE SHALL HARDWARE BE MOUNTED HIGHER THAN 86" AF.F. b. THE 01504)IN6 5EVIGE5 SHALL BE CAPABLE OF OPERATION WITH ONE HANG AND NOT REQUIRE TI5HT GRASPING, TIGHT PINCHING OR OR MI.. OF THE PRINT TO OPERATE. 7 LL. . ALL EGRESS DOORS SHALL BE 090RAOL5 FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT 1HE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. HARDWARE NOTES: PAINT 2 COATS PAINT 1 COAT PRIMER VINYL COMP. TICS VINYL COMP. TILE ER CAMIC TILE SOLID LORE PAINT GRADE DOOR W/ METAL FRAME © ELEVATION DESCRIPTION PAINT 2 COATS PANT 1 COAT PRIMER Do0 * FRAMES DRYVIT FINISH SYSTEM MAOJ T CRP PANGS 4'#0'S7E W41TE MAPLE WOOD ONION MARE LAMINATE WOOD PUNK FLOOR SHEET VINYL FLOORING 4' H. WOOD BASE (FAPLS IV N" RADIUS TOP VINYL COVE BASE PLASTIC LAMINATE RECD BURY MATT 8" GAM, 8' GAM, CERAMIC FLOOR WALL TILE, COVED BASE ! FLOOR BULLNOSE 'T_IM MOISTURE TOLERANT epoxy SEALER. (2) LE COATS SEAR (I) COAT ANTI -SLIP A66RESATE WINDOW SAFETY ! SECURITY FILM FINISH 42" MIN SLOPED 1RANSITIO 09259 07060 MANJFACTURER 4 STYLE BE - NJAMIN MOORE- REGAL *LULL SATIN -PRIMER - N8N HALLS BELLAMIN MOORS REGAL 1ST COAT PROOULT *216 EXISTING WALLS - BENJAMIN MOORE FRIER START. PRIMER PRODUCT *025 -BENJAMIN - REGAL AQUA 61.0 - PRIMER - NEW R N METAL DOOR/FRAME, BENJAMIN MOORE ALKYD METAL PRIMER PROMDUCT *M06 .ISTIN6 DOOR 6 FRAME, BEN IAMIN M R. OO FRESH START PRODUCT *029 DRYVIT- OUTSULATION EXTERIOR WALL INSULATION AND FINISH SYSTEM D5201 POLOMYX', WATER BASE, EXPRESS COLORS, 005105 COLLECTION MARLITE CO. PE 13. SURFACE / C,S6 01/6 RATING SUPPLIED TRY TENANT ! INSTALLED BY G.C. SUPPLIED BY MILLWORK VENDOR 4 INSTALLED BY G.L. RANDOM LSIGTH.PLANK WOOD. NAIL DOM. 5WR(Ni1T05001 MHRCIA- 01,0206') AZRDCK 12 CUSTOM CORTINA ARMSTRONG. VINYL FLOORING TENANT`" MILIY40RK CONTRACTOR .DHN50NITE Me 41614 FORA. FORM SUPPLIED BT TENANT INSTALLED BY G.L. 5M S RAND * 0 °..G -40 LEGEND A SA.FS To RYXIVIN6 TOILET ROOM EXIST. BACK DOOR STORE FRONT ENTRY FITTING � D 5 A D S MOON OFFICE DOOR N BACK DOOR 12' x 12" SECTIONS OF TILE. 6ENE2AL CONTRACTOI 15 REQUIRED TO SEAL GROAT DAL TILE, DAL DURAFLOR DE_ERT SERIES *1600 P -9481 COVED BASE (4" HEM X O' WIDE) 9-4804 BULLN05ED TOE TRIM TILE(O' A O') - BENJAMIN MMWRE - MOISTURE TOLERANT EPDXY -- ANTI -SLIP A65REVTE 0461 - MCKINNEY, 11/2 PAIR BUTT HII ' 5 6TA2714 -260 4-11 x 4-32' A.8 - MSS, 0544 PLATE 6 8200, 311' X 15' FINISH 0260 OF NOT EX6) a 00 -0005 DOOR - WE, RILL RATE 1 0502 -6, 310" x 5' F1015H 0 Wm-RATED AF NOT ECG) • RATED DOOR - BEST LEVER HANDLE LATCH SET K 1 50441 626. SATIN 0 • NTH NE5 RASA) FLA. PLATE 16200 0260 05)05 [ 0 (EACH Pc 510E OF DOOR) a RATED DOGR ONLY. - NORTEN ADA COMPLIANT CLo ER. MODE. t1601H, NTH HOLD OPEN (e PUl SIDE), AT NON -RATED DOOR LUMINUM A FINISH. - NORTEN ADA COMPLIANT CLOSER, MODE- eboa -FL, WITH REUSE LINO (Y ALL SIDE/ AT RATE] DOOR ALOMM * FINISH, - 1 2) ROM D KIC}SLATES, 24' H. x 54° N 517E 135.1.07 ON O) 5::. LASH F 52D - IVE5 *10 DOOR SILENCERS 03 PER DOOR) - IVES 4.6 DOOR - P' CO, SMOKE SEA *'5000 0 • RATED DOOR 0PLY) - BESr LEVER / HANDLE PRIVACY LOCK, IT5KOLISC 4-I/2' QM. 28. SATIN O FINISH TORTEN RTEN ADA COMPLIANT MODEL 1160114, NTN HOLD OPEN (s FULL 505), AT - NORTEL ADA COMPLIANT CLOSER More_ 11601E -FL, P.m RIBBLE LINK gLL 5105, AT RATED DOOR. DOO ALIA4001 FINI - (2) RO.O400D .0:FUTtE, 6' M G SIZE, EEVBID ON (d) Ems FR55H 510 (EoTH Iy 120 DOOR SILENCERS 0 PER DOOR) - 01 F/6 (456 PLOGR 000R STOP FINISH 1326D - SERVILE EXISTING PANIC BAR DEVICE TO TIKE N3N' CONDITION 4 REPLACE CORE WI N54 BEET ...TED TO MATCH MANAGERS KEY, OR REF,. PAN. DEVICE FOLLOW: ED YU MEI DETER SPEC AS FOLLOW: - DETEX ELL -600 BRATCH FIRE RAT, BATTERY ALARWEOT LOCK DEVICE, KEY CYLINDER NTH BET CORE TO MATCH MANAGERS KEY. NO KEY AU-E55 FROM OUTSIDE DOOR. - G.L. TO FURNISH AND INSTALL PEN KIC ELATE AT SO H. X 34' W ALUMINUM • STORE SIDE OF NOT EXISTING) � WER - PROVIDE P HC. VIE • ADA IEIGHT (IF NOT EXISTING - peg., mEATEE REAL • FRAME R585D OF NOT EXISTING) - FEM., DOOR NTH VINYL I N S E R T , OF NOT E.1149) - NORT51 ADA COMPLIANT CLOSER MODE- *1601H NTH POND 0.4 (• PULL SCE), AT NOGRATED DOOR 11A.I IER A A w PMI OP NOT EXIST16) A T A DOOR COMPLIANT FINISH CLOSERy0DEL 5160II WITH FUSIBLE UNK (e Ail SIDE), - NT., GU , *446 HEAVY TY F ooR COOK STOP 1 HOLDER CH EA DOOR SHALL WAVE: - VIRGINIA GLASS MR APPLIED SURFACE PLIED BOTTOM PNOT G AIR 10-R N5 R TOP NtL: PIVOT GLASS TEMPBREO 6,66 FOR USE YU VIRGINIA DOORS WITH V65 60-65 CLEAR ANODIZED ALUMNA. FINISH ON BOTTOM RAILS MO TOP PATCH FITTINGS. - VIRGINA GRAS 4MR SE: STANDARD BOTTOM RAIL LOCK WITH BEST E 7C4 X C4 X 626 CYLINDER AND CONSTRICTION CORE - VIRGINIA GLASS FLUSH FLOOR MoUM UM E) CLEAR ANODIZED ALUMINUM DEaTPROOF STOKE IN TIE CLOSED POSITION AND AN IVES *446 A /4104 BOOR MOUNTED DOOR STOP 6 HOLDER o 105' - VIRGINIA GLASS TRANSOM .10.17 STOP - SEE DOOR ELEVATION !' DETAIL 4/A6.0. DOOR TO .4. PRE -DRILLED FOR TENANT PROVIDED 4 G.L. INSTALLED PUSWPU.L HANDLES S - PROVIDE T4Ll.E71URG • STORES*. ON LOCKS. 06 HI - STUMPY, 02' PAIR .060R. 590NGE, 4-11 5 x 4-11 - STANLEY, 1/2' PAIR 28114. MORTISE HR. 410" x 4-11 - SCHLA6E- STORE ROOM IO.ICSET. RDDFS LEVER NOODLE • DEW PD-P56, * 626 - IVE, 40 DOOR SI I SH. SATIN CHROME FINISH LEICH R5. - N IV6, *64 HNC. PIN DOOR STOP FI4 FINISH - MCKINNEY 1 PAIR BITE WHS. *TA211426D n 412,4 I - o R TRIM E DISFL DOOR BOLT FINISH .626. NO CYLII OR DSRAY R IN B of D GIVE OF DOOR ' - PROVIDE 6 N E kl2 ° LOUVER IN BOTTOM OF DOOR - 50010 Y, I In PAIR BNT HINGE5 WA2I14 -260 4-1/2' x 4-1/7 N Z E. HAN -: BEST LEVER DLE UTCH SEf *73KONSC -616: SATIN CHROME -'. (2) R OCKP OOD KIGKPUTES, 24° H. x 945 H. SIZE BEVELED ON (1) SIDLE FINISH 52D (EO 510)3) IVES *20 DOOR 511.915@5 Rai DOOR) IVES, MIN DOOR STOP, FINISH 026 BEST, LEVER HA NDI.E, STOREROOM LOCK •7BKNFSG626, SATIN CHROME FINIS{ - G.L. TO FURNISH AND INSTALL NEW KICKPUTE AT 9O' H. X 34'W 611ED IBR ALLMIWM • STORE SIDE. - PROVIDE PEEP HOLE VIEWER • ADA. HEIGHT. - PEMKO, SMOKE SEA. • FRAME .36D. - NORTB4 ADA. COM PLIANT CLOSE; MODE. 41601H-FL WITH FUSIBLE U)5 (e PU.L 510(1, AT RATED DOOR ALUMINA. FINISH OF NOT 9015116) ES DUT - IV, 044* HEAVY Y FLOOR DOOR STOP ! HOLDER - MoKINEY 11/2 PAIR BUTT HINGES 4 1/2,4 V2' taw RA2114-260 (INTERIOR DOORS ONLY) HARDWARE SCHEDULE READYNIX DECORATORS WHITE 015TOM COLOR TO MATCH 554,155 14 MOORS, DECOR T- ay **Il COLOR AS SE.OTED BY TENANT *404.0H65 SHOP FINISHED- G.L. TO T01.14 NIP. AS REWIRED IN FIELD ' maim MAPLE MALE ESSENTIAS SERFS' 022.GLACIER CRALEEiRY V664 45166 IVORY MAPLE 100 W41TE CB-50 WHITE 44166 MEITRAL WHITE MATTE FINISH. BY TENANT RIVIERA SERIES VERANDA STONE COLLECTION: LIGURIAN Fl NF .594 1626 60BI LEAR D£SGRIFTION COLOR ENTER LINE Cr ENTRY DOORS / F ANGLE I '. I<EW GE'TRdAMIG TILE FLOORING AND CLEAR ANODIZED ANSLE5 TO ALI6N. NEW GROUT TO MATCH EXISTING ONE ALL BORDER YI.ANF... •UT, BY 6.G. �si %J111i/�►��������: a � � d \ i t ° - d EXISTING MALL ... ,,,n,nn *1HHHHNnLNlmm�mNNmn�1 \ \„ � \ \ \I;:1►�� 11► \`r. FLOORIN& GO. TO FLOAT FLOOR 4 < A NEW MALL FLOORING SLAB AS REGD. ° TO MATCH EXISTING: UNDERLAYMENT (-EASE LINE /POP -OUT MALL TILE T TILE CONTRACTOR CRYP.) 1 5 LINE I/O" x I/2" x I/O" FLASH PATCH AS I C LEAR AN P ANGLF�OOD I PLANK /TENANT TILE 05 01) 1 0 00 GONG. SLAB ® RANSIT I ON LOCATION METAL DOORS AND FR J.RE5 (STOCK SIDE ONLY a REAR DOOR) EXTERIOR STOREFRONT PITTING ROOMS AREAS ! FITTING ROOM VESTIEULE WALLS TOILET ROOM WALLS ENTRANCE AND INTERIOR PLOG.ATI0N5 RAN FOR FITTING ROOM ! STOREFRONT SALTS AREA FLOOR STOCKROOM d TOILET 5T0CKROO44 ACCESS ASLE TOILET ROOM FLOOR COLUMN ENCLO0 0 STOREFRONT WRY CASHIARAP t ENTRY (SEE AID FOR LOCATIONS) TOILET ROOM FLOOR ! AL WALL. TO •4'i' APE. STOCK T U FITTING ROOMS/ EXTERIOR STOREFRONT 6LA55 / WINDOWS ONLY REMARKS NSTALLEP BY DRY. APPROVED CONTRACTOR FIRE RATED CLASS 'V WITH MATCHING TRIM ATE . * JOINTS NAIL DOM INSTALLATION INSTAL TILE. IN DESIGNATED AREA SS AID INSTALLED BY M. REFER TO DETA.2 R 5 S ET A52 COORDINATE 05TALLATION W/ SECURITY SYSTEM VINYL REDUCER STRIP COLOR TO MATCH VINYL TILE -PAN 51 17-2 ANT MALI O MATCH MALL T ENA M S SINN 0Y . AS P TER C 5 SC. CRITERIA TENS TO C ALL TENS COMPLY 14/ IIR RATED A"MY -SERVICE 1O p B p 1 STI (MIND 'LIKE NEPP oR REPLACE IN/ ON KEY LOCKS ALIKE TO MATCH MANAGERS KEY STOREFRONT DOORS 6 HARDWARE BY VIRGINIA GLASS OR EQUIVALENT FITTING LOCKS ALIKE TO MATCH MANAGERS KEY KEY LOOKS ALIKE TO MATCH MANAGERS KEY -PAINT STOCK SIDE SIDE( FT 2 )PAINT MALL SIDE TO MATCH ALL R5.4,IRE'ENTS SIGN BY TT34AN G.L. AS PER CRITERIA REQUIREMENTS COMPLY ALL M Z ITE' TOC'OMPLY W/ IRR ASSEMBLY REQUIREMENTS. REMARKS FINISH INSTgWLq�L�LS s ALL FITTING RDOM SS T NT D15PL40 `,7. EFOWM. INSTALL WITH INTEGRAL COVE 6" BASE MAPEI 1 CO O COLOR C OL O NI A L w�c PIER. CUSTOM BUILDING. PRODUCTS GROUT COLOR *9 NATURAL GREY INSTALL ON 11510E OF 6,55 ©V.C.T. TO CORRIDOR 030201 0 11101 .- CORRIDOR FLOOR 1 VINYL TILE (VET- I)AND /OR > FLOORING /� SEE SHEET A1.0 FOR PARTITION TYPES, DOUBLE MIL STUDS AT JAMB HOLLOW MIL. FRAME PAINT ( PT-2) (PT DOOR 06 PM SCHEME) FRAME PLAN / SECTION FRAME TYFES SCALE: 3 " =1 -0" NO I. GENERAL CONTRACTOR TO PROVIDE HARDWARE FOR HANDLES AS FOLLOWS: 6 PIECES 1/2" / 13 X 4 1/2" ALL THREAD ROD 12 PIECES I/O" STAINLESS STEEL FENDER WASHER 12 PIEGE5 1/2" X 13 DEEP STAINLESS STEEL ACORN NUTS 2. GENERAL CONTRACTOR TO INSTALL HANDLES 4 ADD "LOCKTITE" OR APPROVED EQUIVALENT NUT TIGHTENER TO ROD 4 ACORN NUTS PRIOR TO ASSEMBLY ADD "LOGKTITE" ADHESIVE TO ALL DOOR HANDLE ACORN NUTS BEFORE INSTALLATION. MALL SIDE cp HITE MAPLE HANDLE (TYPICAL) - 5/5" ? HOLE (TYPICAL) LT AND WASHER ROUND WOOD PULL WOOD SPACER 3/4" HOLE IN &LASS (TYPICAL) I/O" TEMPERED &LASS DOOR STORE SIDE O HANDLE DETAIL SCALE: 3" = I -O" BOLT AND WASHER TYP, OF (2). ATTACH ACORN NUTS WITH "LOCKTITE ". TYP. 5/0"? HOLE (TYPICAL) TROUGH HANDLE WHITE MAPLE PLYWOOD SPACER BEHIND DOOR HAND WHITE MAPLE ROUND DOOR HANDLE TREATED WITH FIRE RETARDANT AGENT d1. m n• DOOR SEAM / 2" dl• _ SUBFLOOR G.G. TO FLOAT FLOOR SLAB AS REGD. DOOR SEAM- I/4" THK CHROME FINISH TRANSITION ANGLE SET IN MORTAR BED, TOP TO 'ALIGN WITH FACE, OF TILE 6 WOOD I/O" x I/O" x I/O" CLEAR ANOD. ANGLE /2" THREADED ROD WITH CLEAR PLEXI TUBE TO PROTECT 61.A55 ENDER WASHER TYPICAL BOTH SIDES OF DOOR ACORN NUT TYPICAL BOTH SIDES OF DOOR 5/0" ?HOLE IN DOOR HANDLE (TYPIG 3/47 HOLE IN GLASS BY DOOR M.AWIFAC 1' -0' FRAME FLAN / SE TEMPERED GLASS DOORS. SEE DOOR TYPE 5' ON THIS SHEET FOR MORE INFORMATIO MAPLE s 1 , \* A1T1N1H165511155111011I111n EDT V / / / / / / / / / / / / / / /// S \ NE FU O HANDLE DETAIL SCALE: 3" = I -O" 0 &ROUT 45 I I/2" I I/2" LT AND WASHER TYPICAL OF (4) 5/8'7 HOLE (TYPICAL) THROUGH HANDLE LINE OF WHITE MAPLE PLYWOOD SPACER a CORNER BEHIND SOME. POOR HANDLE WHITE MAPLE HANDLE 1/2" TEMPERED &LASS DOOR LINE OF WHITE MAPLE PLYWOOD O SPACER HANDLE ANDLE (TYPI R --GLASS , DOOR MANUFACTURER TO PROVIDE S/4' GLASS HOLES IN BOTH DOORS FOR DOOR PULL ATTACHMENT IN FELD 13Y GENERAL CONTRACTOR. TYPICAL OF (6) HOLE LOCATIONS. ELEVATION OF ENTRANCE DOOR HANDLES SCALE: 3 "= I -O" ENTRANCE DOOR HANDLE DETAILS DOOR HANDLES ARE PROVIDED BY THE TENANT AND INSTALLED BY THE GENERAL CONTRACTOR. NEW CERAMIC TILE TILE BACKERBOARD -� CERAMIC TILE TO VSOOD FI_nOR oT240o 0'12400 XISTING CONTGRETE SLAB PIECE IVcD CITY OF TUKWI YtHM11 ULNI ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRIGARI CONSULTING ARCHITECT LA 42947 ME W74 MD 19468 -R MA *4576 MI *28976 MN *15995 MS *1548 A.0 *A MT N.* NE *A -1799 NV *1678 NH *1112 NJ *06411 NM *1724 NY *012094 NC. x3065 ND *675 OH *6050 WA *4906 AL *1426 AZ AR GA CT YA DE FL 6A HI ID IL DATE: DATE: *18750 *1545 *G -015102 *G -2445 .705 *3453 *2073 *7605 *3170 *:R-05097 *1521 *001 -010719 IN *4114 IA *2584 KS *2711 KY *2116 © ALL RIGHTS RESERVED THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRICARI.O GROUP. ANY USE OR REUSE OF ORIGINAL OR. ALTERED vaster+ MATERIALS BY WE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE D.INN', PROFESSIONAL 'SHALL BE AT THE SOLE RISK OF THE OWERS. FURTHERMORE- THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HAAS FROM ALL CLAIMS, IN-URIES, DAMAGES, LOSSES, EXPENSES AND (ATTORNEYS FEES ARISING OUT OF MODIFICATION. OR RE)SP OF THESE MATERIAL-5. THE GENERAL. CONTRACTOR AND /OR ALL SUS-CONTRACTORS WORK. FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR L*5 REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPER, OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE: ISSUE 8/20/01 CLIENT 8/20/01 LANDLORD 8/20/01 BUILDING DEPT. 8/20/01 VENDORS PROJECT: PROJECT NO. 10302 SCALE: AS NOTED 8/20/01 DRAINING NO. AS CITY OF ROMA APPROVED SEP 1 2 2001 A4 $O (LD GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 .692.0222 F 973 .692, 0223 E ttg@trlcarlco.com THE CHILDREN'S PLACE OR PA SC RI SD UT VT VA WV WI WY FR 114435 GUAM *332 No. REVISIONS / BY: LOCATION: SPACE #0404 SOUTH CENTER MALL TUKWILA, WA DRAM BY: EGB CHECKED BY: HA / JRA APPROVED BY: .203 (.2600 MB -5030 *NOTE *2126 *5754 *012594 *0708 *1955 *047 *4220 *1466 *A -5097 *6-1001 DRA^1ING NAME: DOOR, HARDWARE, FINISH SCHEDULES' AND DETAILS NICHOLAS J. TRIGARIG GONSULTI NO ARCH I/ EC, O H U J 1-- v UJ 2 O 0 10 0 In SIGN CONTRACTOR TO SUBMIT SHOP DWGS TO LANDLORD FOR APPROVAL N.T.S N.T.S. N.T.S. PANTONE COLOR* 01620, POLYURETHANE SATIN FINISH. THE CHIL P LAC 16L.' BLOCKING IN STOREFRONT FOR .NNECTING 516N BOX NOTE: STORE RONf SIGN(5) TO BE BOTTOM AUESS. SEE STOREFf LOCATION. LINE OF CURVED 516N PROJECTION BAGKWRAF SIGN #2 F T THE CHILDREN'S PLACE MATTE BLUE VINYL L06O5 APPLIED TO STORE SIDE OF &LASS SEE STOREFRONT ELEVATION FOR LOCATIONS. COLOR TO MATCH PANTONE COLOR *31520 - PROVIDED BY THE CHILDREN'S PLACE SIGN CONTRACTOR AND INSTALLED BY THE GENERAL CONTRAGTuR -516N OONTRAGTOR TO SUBMIT SHOP PASS TO LANDLORD FOR APPROVAL -SIGN CONTRACTOR TO CONTACT GENERAL CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS- PRIOR TO FABRICATION OF SISK -SIGN CONTRACTOR TO OBTAIN PERMIT IF REQUIRED i c,TnQPri;mNT VINIYI c,TIrk crr 1'LAN AT STOREFRONT SIGN #1 THE CHILDREN' PLAC L ROUTED ALUMINUM (.125 SEAMLESS CONSTRUCTION) FACE FAINTED TO MATCH PANTONE BAGK LIT, FLEX I , RUSH THROUSH LETTER STOREFRONT SIN #,I LINE OF GYP. BD. FLUORESCENT STRIP LISHTINS ALUMINUM SIGN BOX. -LEASE LINE. I/O' PUSH THRU Lt1 I E TYPICAL. 1002. 10026 SURFACE MOUNTED ALUMINUM LETTERS WITH PAINTED FINISH. FINISH TO MATCH PANTONE COLOR #51520, WITH ACRYLIC. POLYURETHANE SATIN FINISH. - PROVIDED BY THE CHILDREN'S PLACE BY THE CONTRACTOR CONTRACTOR - COORDINATE WITH CHILDREN'S PLACE PROJECT REP. NO. SIGN #I SIGN #2 SIGN #3 SIGN #4 SIGN *5 SIGN #6 SIGN # SIGN #8 S I G N L E G E N D D 5 /B° TYPE 'X' GYP. BD. BACK OF ALUMINUM SIGN BOX. FLUORESCENT STRIP LIGHT FIXTURE INSIDE LIGHT BOX PROVIDE FIRE RETARDANT TREATED O/4" PLYWOOD BLOCKING FOR SIGN ATTACHMENT BEHIND GYP. BD. BOTTOM OF ENTRY SOFFIT GYP. OD. CEILING. 0 TYPE CURVED S ROUTED ALUMINUM FACE STOREFRONT SIGN, BACKLIT, WITH PUSH THRU PLEXI LETTERS SURFACE MOUNTED ALUMINUM LETTERS WITH PAINTED FINISH BLUE VINYL REVERSE STICK LOGO DETAIL STOREFRONT SIGN SECTION N.T.S. SIGN CONTRACTOR TO SUBMIT SHOP DWGS TO LANDLORD FOR APPROVAL POP -OUT LEASE LINE WHITEMAPLE STOREFRONT SYSTEM TOP OF SIGN ( j,, SEE STOREFRONT Y ELEVATION FOR HEIGHT MIDSPAN OF RADIUSED SECTION OF STOREFRONT SIGN FACE. LEFT * RIGHT SIDES OF SIGN ALIGN A✓ FACE OF STOREFRONT. RAISED PUSH. THROUGH ACRYLIC LETTERS (TYP) NO PROVIDE BLOGKIN6 AS' REQUIRRO , , G SIGN BOX ROUGH OPENING FOR SIGN BOX N SIGN FACE ATTACHMENT TYPICAL. STOREFRONT SIGN TO BE MOUNTED WITH FOUR (4) 1/4" DIA. LAG BOLTS X 11/2" MIN. IN LENGTH. BOTTOM OF SIGN d SOFFIT SEE STOREFRONT ELEVATION FOR HEIGHT BOTTOM ACCESS PANEL NOT USED NOT USED NOT USED NOT USED NOT USED 02400 LOCATION FINISH STOREFRONT SEE DETAIL I BACKWRAP WALL SEE DETAIL STOREFRONT SEE DETAIL 3 REMARKS PROVIDED 8 INSTALLED BY TENANT SIGN CONTRACTOR. PROVIDED BY TENANT SIGN CONTRACTOR, INSTALLED BY G.G. PROVIDED BY TENANT 4 INSTALLED BY G.G. OF CITY R OF TUKWILP. PERMIT CENTER NICHOLAS J. TRICARIGO CONSULTING ARGHITEGT GROUP j 500 VALLEY ROAD Q WAYNE, NJ 07470 0 T 973 692. 0222 F 973 , 692, 0223 E ttatrIcarlco,com ARCHITECTURE & INTERIOR DESIGN NE *A -ITd4 NH .1112 NC .3065 WA *4306 AL N1926 LA *2947 OK *2203 AK ME .914 OR .2606 AZ 46750 MO .3465 -R PA .8 -6030 AR 41595 MA .4516 RI .10, CA 4C -015102 MI .26316 SC .2126 CO .0 -2445 MN .15443 BD .3154 CT .5005 MSS •1546 TN .012554 DG .3455 MO .A -4565 TX .8160 DE *20T3 MT *1354 UT *1355 FL .7605 VT .12, 6A .3410 NV .1618 VA 44220 HI .AR -05691 ID .1521 NJ .06411 WV .1486 IL .001 -010114 NM .1124 WI .A -5091 IN .4114 NY .012094 WY .0 -1001 .2364 KS .2/T7 ND .675 PR *14435 KY .2116 OH .6056 GUAM *332 © ALL RIGHTS RESERVED THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRICARICO GROUP. ANT USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF TIE CLIENT OR OTHER PARTIES 'WITHOUT THE REVIEW AND WRITTEN A.- 3.oVAL: OF THE DMISN PROFFIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES! TO DEFEND, INDEMNIFY AND !HOLD THE DESIGN PROFEs"IONAL HARMLESS FROM ALL CLAIMS, ARISI -9, DmAces, Losses, '.EXPR REUSE At. wrroRNEY5. ARI5IN6 OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL GONTRAGTOR AND /OR ALL SUS-CONTRACTORS WORKGS FROM THESE PLANS AND SP,IFICATID. ARE NOT TO SCALE. SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO: NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO TIE INDICATED SIZE. DATE: ISSUE 8/20/01 CLIENT D/20/0 LANDLORD 8/20/01 BUILDING DEPT. 8/20/0 VENDORS DATE: PROJECT: No. DRAWING NO. ASO 1;111 D SEP 1 2 2QE1 AS NOTED BiJ1LDt#!G D REVISIONS / BY: THE CHILDREN'S PLACE LOCATION: SPACE #D404 SOUTH GENTER MALL TUKWILA, WA PROJECT NO. DRAWN BY: 10302 ECB SCALE: CHECKED BY: AS NOTED HW / JRA DATE: APPROVED BY 8/20/0 DRAINING NAME: SIGN DETAILS SCHEDULE NICHOLAS J. TRIG GONSULTI NCB ARC. lilt J G- ENERAL PRODUCT SPECIFICATIONS DIVISION 3 - CONCRETE: 3.1 CONCRETE SLAB: N CONCRETE SHALL BE 3000 P51 MINIMUM STRUCTURAL LIGHTWEIGHT CONCRETE WITH 6 x 6 W 1.4 x W 1.4 WEDED WIRE MESH 4 VAPOR BARRIER ON COMPACT FILL B) INTERIOR SLABS TO RECEIVE SMOOTH HNISH APPROPRIATE FOR INSTALLATION OF ALL FINISH FLOORING MATERIALS. DIVISION 4 - UNIT MASONRY: 4.1 GENERAL I. MORK SHALL INCLUDE ALL LABOR MATERIALS, AND EQUIPMENT NECESSARY TO COMPLETE THE CONSTRUCTION OF CONCRETE MASONRY UNIT (LAO) WALLS. 2. OBTAIN MASONRY UNITS OF UNIFORM TEXTURE AND COLOR FROM ONE MANUFACTURER. 3. OBTAIN MORTAR INGREDIENTS OF UNIFORM QUALITY FROM ONE MANUFACTURER FOR EACH GEMENTITIOUS COMPONENT AND FROM ONE SOURCE AND PRODUCER FRO EACH AGGREGATE. 4. DELIVER MASONRY MATERIALS TO PROJECT IN UNDAMAGED CONDITION. STORE AND HANDLE MASONRY UNITS TO PREVENT THEIR DETERIORATION OR DAMAGE DUE TO MOSITURE, CONTAMINANTS, CORROSION OR OTHER CAUSES. STORE GEMENTITIOUS MATERIALS OFF THE GROUND, UNDER COVER AND IN A DRY LOCATION. 42 PRODUCTS I. ALL CONCRETE MASONRY UNITS SHALL 5E 100% LIGHTWEIGHT AGGREGATF CONCRETE MASONRY UNITS CONFORMING TO THE REGUIREML. .0 OF ASTM i0 GRADE N. UNITS SHALL BE TYPE I, MOISTURE CONTROLLED. 2. WITH REGARD TO FIR RATINGS THE PRODUCER OF THE CONCRETE MASONRY UNITS SHALL FURNISH CERTIFICATION FROM AN INDEPENDENT TESTING LABORATORY CONFIRMING THAT ALL 8" MASONRY UNITS MEET ALL OF THE U.L. 618 REQUIREMENTS FOR TWO (2) HOURS OR BETTER, REFERENCING FULL SCALE FIRE TEST REPORTS. 3. MASONRY MALL REINFORCEMENT SHALL BE WELDED, HOT DIPPED, GALVANIZED, 9 GAGE REINFORCEMENT, FABRICATED FROM COLD PRAWN STEEL CONFORMING TO AST* AB2, APPROXIMATELY 2" LESS IN WIDTH THAN THE BLOCK WIDTH IN WHICH IT WILL BE USED. INSTALL 16 O.G. VERTICALLY BEGINNING B" ABOVE FLOOR SLAB. PROVIDE PRODUCTS AS MANUFACTURED BY DUR -O- WALL ING, AA WIRE PRODUCTS CO., HOLMANN b BARNARD, OR APPROVED EQUAL. PROVIDE ALL MASONRY TIES AND ANCHORS, AS REQUIRED FOR CONSTRUCTION AND BONDING OF ALL MASONRY WALL. ALL ANCHORS, TIES, ETC., OF ZING ALLOY AS MANUFACTURED BY HOLMANN 4 BARNARD, RICHMOND SCREW 4 ANCHOR CO., OR APPROVED EQUAL. PROVIDE MASONRY TIES AS INDICATED AND, WHERE NOT INDICATED, AS REQUIRED TO ENCLOSE OR TIE NEW MASONRY TO EXISTING MASONRY CONSTRUCTION. 4. DO NOT ADD ADMIXTURES INCLUDING AIR - ENTRAINING AGENTS ACCELERATORS, RETARDERS, WATER REPELLENT AGENTS, ANTI - FREEZE, COMPOUNDS OR OTHER ADMIXTURES UNLESS OTHERWISE DIRECTED. 5. LIMIT GEMENTITIOUS MATERIALS IN MORTAR TO PORTLAND CEMENT -LIME. 43 EXECUTION I. DO NOT NET CONCRETE MASONRY UNITS PRIOR TO CONSTRUCTION. 2. THE CONSTRUCTION TOLERANCE FOR VARIATION FROM PLUMB FOR VERTICAL LINES AND SURFACES OF WALLS SHALL NOT EXCEED 1/4" IN 10'. S. IN STOPPING AND RESUMING WORK THE CONTRACTOR 15 TO RACK BACK 1/2 -UNIT LENGTH IN EACH COURSE. GLEAN EXPOSED SURFACES OF SET MASONRY, NET UNITS LIGHTLY (IF REQUIRED) AND REMOVE LOOSE MASONRY UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. 4. FILL CORES ACCEPTING DOWELS, IN HOLLOW CONCRETE MASONRY UNITS, WITH GROUT 2 COURSES (I6 ") ABOVE FLOOR SLAB. 5. LAY HALLOW CONCRETE MASONRY UNITS WILL FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS. BED WEBS OF STARTING COURSE IN MORTAR. FOR STARTING COURSE ON SLAB INHERE CELLS ARE NCT GROUTED SOLID, SPREAD OUT FULL MORTAR BED INCLUDING AREAS UNDER CELLS. 6. DURING THE TOOLING OF JOINTS ENLARGE ANY VOIDS OR HOLES, AND COMPLETELY FILL WITH MORTAR. POINT -UP ALL JOINTS INCLUDING CORNERS, OPENING AND ADJACENT WORK TO PROVIDE A NEAT, UNIFORM, RECESSED JOINT PREPARED FOR APPLICATION OF FINISHED SURFACE. DIVISION 5 - METALS: 5.1 LIGHT GAUGE FRAMING: A) STEEL/METAL 5111D5 ARE TO CONFORM TO SPECIFICATION ASTM 0-645 AND UTILIZE 3 -5/8 ", 2 -I/2 ", 1 -1/4" METAL STUDS AND CHANNELS, USG OR EQUAL. STUD SPACING O IS O.G, 20 GAUGE FOR STANDARD FRAMING, IS GAUGE FOR LOAD BEARING CONDITIONS. I) ALL DOOR OPENINGS AND /OR ARCH OPENINGS, 2-0 WIDE OR GREATER ARE TO BE FRAMED WITH TWO (2) ADDITIONAL STUDS AT EACH JAMB, SECURED TO FRAMES AND TO OTHER STUDS AS RECOMMENDED UNDER METAL INSTALLATION INSTRUCTIONS. INSTALLER TO FURNISH AND INSTALL RUNNER TRACK ON FRAME HEAD AND UNDERSILL OF EACH OPENING AND TO INSTALL JACK STUDS (SPACED THE SAME AS RILL- HEIGHT STUDS), ABOVE AND BELOW OPENING AND ADDITIONAL STIFFENERS 6" ABOVE AND 6" BELOW OPENING, EXTENDED TWO (2) REGULAR STUD SPACES BEYOND JAMBS ON EACH SIDE. B) ALL STUD COMPONENTS AS DETAILED COMPLETE WITH ALL RUNNERS, CLIPS, AND HANGERS. I) ALL BOTTOM AND TOP RUNNER TRACKS ARE TO BE ANCHORED TO THE SUBSTRATS FOR THE INSTALLATION OF THE STEEL STUDS. 11415 SYSTEM 15 TO BE ISOLATED FROM THEE BUILDING STRUCTURES TO PREVENT TRANSFER OF LOADING AND DEFLECTIONS INTO TIE LATHING AND METAL SUPPORT SYSTEM, BOTH VERTICALLY AND HORIZONTALLY. 2) RUNNER CHANNELS: 022" ZING COATED COLD ROLLED STEEL NAILING CHANNELS, 1 /8" DEEP. C) INSTALL ADDITIONAL FURRING MEMBERS /GROUNDS /CORNER STUDDING AT EDGES/ CORNERS OF WORK AND AT OPENINGS AND CONTROL/ EXPANSION IN THE WORK. 0) PROVIDE STUD BALKING AT EACH SURFACE- MOUNTED DISPLAY STANDARD, HOOKS, OR HANG RAILS. PROVIDE BACKING FOR HANDICAP GRAB BARS AND CHANGING TABLE. P) FOR WALLS OTHER THAN DEMISING WALLS, PROVIDE HORIZONTAL STUD BRACING AT 6' -0" ON CENTER AND DIAGONAL BRACING ABOVE THE CEILING. ANCHOR TO STRUCTURE AS DIRECTED E'Y LANDLORD AND AS REQUIRED BY CODE. I) ALL FURRING FROM ABUTTING STRICTURES TO BE ISOLATED, AS REQUIRED, TO AVOID ANY TRANSFER OF LOADS AND /OR DEFLECTIONS INTO THE FURRING SYSTEM. 5) PLATFORM FRAMING I) STRUCTURAL DECK FRAMING SHALL BE °C" TYPE STEEL CHANNELS AS DETAILED. 52 RIWELLANEOUS METAL: A) PROVIDE AND INSTALL STEEL ANGLES, BRACES, BOLTS AND CLIPS AS REQUIRED BY THE DRAWINGS AND CONSTRUCTION PRACTICE. I) SCREW TYPE RRNING, UTILIZE 25 GAUGE GALVANIZED STEEL HAT- E-APED MEMBERS WITH KNURLED FACES, AST* 6645. B) ALL STRUCTURAL STEEL SHALL MEET AST* A36, STRUCTURAL TUBING AST* A500 - GRADE B, AND ANCHOR BOLTS ASTM A307. STRICTURAL STEP, SHALL MEET A.1.50. SPECIFICATIONS. SUPPLY WITH SHOP PRIME GOAT MD ALL BASE PLATS, HANGERS, SADDLES AND BOLTS AS REQUIRED PER SHOP DRAWINGS. C) MISCELLANEOUS STEEL SHALL BE 536. PIPE SHALL BE STANDARD WEIGHT OR EXTRA HEAVY AS NOTED. SUPPLY ALL. STEEL WITH SHOP PRIME GOAT. 53 METAL FABRICATIONS: DIVISION 6 - WOOD 4 PLASTICS: 6.1 GENERAL, A) ALL WOOD/LUMBER PROVIDED FOR STRUCTURAL OR FRAMING 15 TO BE A FIRE - RETARDANT MATERIAL AND PRESSURE IMPREGNATED TO COMPLY WITH UNDERWRITERS LABORATORIES, INC., WITH A FLAME SPREAD OF 25 OR LE55 AND NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TESTED FOR 30 MINUTE-5 DURATION UNDER THE STANDARD TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIALS (55114 E84). ALL WOOD/L1) 9ER SHALL BEAR A UL. LABEL INDICATION ON THE BACKSIDE OF THE MATERIAL IN COMPLIANCE WITH THIS FIRE HAZARD CLASSIFICATION. B) ALL LUMBER SHALL BE KILN - DRIED. I) IF LUMBER/WOOD 15 LESS THAN 2" NOMINAL AFTER TREATMENT, THIS WOOD/LUMBER SHALL BE DRIED TO AN AVERAGE MOISTURE CONTENT OF 18% (IO% FOR FINISH HOOD) AND ALL OTHER WOOD/LUMBER SHALL BE DRIED TO REMOVE THE MOISTURE IN.ECTED DURING TREATMENT. 5.2 ROUGH CARPENTRY: A) ROUGH CARPENTRY IS TO INCLUDE, BUT NOT NECESSARILY BE LIMITED TO U BLOCKING WHERE REQUIRED IN DRYWALL PARTITIONS OR FURRED DRYWALL FOR THE FASTENING OF SURFACE WALL STANDARDS AND HOOD TRIM. 2) FIRESTOPPING AT INTERSECTION OF ALL PARTITIONS AND CEILINGS. 6.3 FINISH CARPENTRY: A) ARCHITECTURAL WOODWORK AND FINISHED CARPENTRY MATERIALS, I) INSTALL ALL WORK IN ACCORDANCE WITH APPLICABLE STANDARDS OF THE AWI AND AS NOTED IN THESE SPECIFICATIONS. IF THERE 15 NO SPECIFIC REFERENCE MADE, COMPLY WITH ANTI CUSTOM GRADE. 2) ALL EXPOSED BOARD LUMBER REQUIRING A PAINT FINISH SHALL BE CUSTOM GRADE PONDEROSA PINE. ALL STRUCTURAL FRAMING, BLOCK AND GROUNDS SHALL BE NO. I GRADE, DOUGLAS FIR OR SOUTHERN PINE. STRESS GRADE 1200 P51 MINIMUM, FACTORY MARKED. 3) ALL PLYWOOD SHALL BE SOFTWOOD PLYWOOD WITH A CONSTRUCTION AND INDUSTRIAL PSI N.S. DEPT. COMMERCE), GRADE AND TYPE AS SPECIFIED. IF THERE 15 NO GRADE OR TYPE SPECIFIED, PROVIDE A-G GRADE FIR FOR CONGEALED WORT, BIRCH VENEER FACE FOR EXPOSED WORK NECESSARY FOR PAINT FINISH. PROVIDE ALL PLYWOOD BEARING DEPA 4) WOOD MILLWORK IS GRADE BE MANUFACTURED OF CUSTOM GRADE PONDEROSA PINE OR OTHER APPROVED FIRST QUALITY CUSTOM GRADE SOFT CLEAR PINE, CUSTOM GRADE POPLAR, TO PROFILES SHOWN ON DRAWINGS. 5) PLASTIC LAMINATE SHALL BE GENERAL PURPOSE GRADE CONFORMING TO NEMA STANDARDS AS MANUFACTURED BY 'FORMICA" UNLESS NOTED OTHERWISE. a) INSTALL ON SMOOTH PLYWOOD OR HIGH DENSITY PARTICLE BOARD USING THE MANUFACTURER'S RECOMMENDED ADHESIVES AND IN ACCORDANCE WITH THE MANUFACTURERS LATEST PUBLISHED INSTRUCTIONS. b) STOCKROOM SHELVING AND CABINETS SHALL BE WHITE 3/4" THICK MELAMINE GLAD PARTICLE BOARD (MCP) WITH SHELF EDGE. B) FABRICATION: I) ALL '.MILLWORK/FINISHED CARPENTRY ITEMS SHALL BE FURNISHED BY A COMPETENT MILLWORK /FIXTURE CONTRACTOR, AND COMPLY WITH ALL APPLICABLE "CUSTOM GRADE" STANDARDS.OF THE I "ARGHITECTURA- WHOODWORKQALITY STANDARDS" OF THE AWL. 2) ALL FABRICATION AND APPLICATION OF PLASTIC LAMINATE, METAL WORK, AND GLASS, ETC., SHALL BE SHOP FABRICATED IN ACCORDANCE 14TN MANUFACTURERS' RECOMMENDATIONS AND RESPECTIVE ASSOCIATIONS STANDARDS (Le., AWI,NE'IA, ETC. ALL WORK TO BE PREMIUM QUALITY). 3) PLASTIC LAMINATE NITRC SHALL BE CONSTRUCTED OF 3/4° SOFTWOOD PLYWOOD OR OTHER APPROVED COMPOSITION BOARD AND FINISHED ON ALL EXPOSED AND SEMI- EXPOSED SURFACES WITH LAMINATE; PROPERLY PAINT UNDERSIDE OF SEATING FOR SEALING AND BENDING PURPOSES. COLOR TO MATCH COLOR OF LAMINATE. 4) ALL CARPENTRY WORK SHALL BE COMPLETED BY THE GENERAL CONTRACTOR AND /OR HIS/HER FORGES DIRECTLY OR A SUBCONTRACTOR, AND ALL WORK MUST COMPLY WITH TIE "MANUAL OF HOUSE FRAMING" BY THE NAT'L FOREST PROD. ASSOC., INCLUDING. NAILING, FIRESTOPPING, ANCHORAGE FRAMING AND BRACING AND TO INCLUDE THE FOLLOWING: a) PREPARE, PATCH AND TOUGH-LE ALL SURFACES ADJACENT TO AND INCLUDING THOSE INDICATED ON THE PROJECT OR CAUSED BY FIELD CONDITIONS. ALL BLOCKING, WOOD OR METAL GROUNDS, SCREWS, SHIMS, FILLERS AND FASTENERS TO BE PROVIDED UNDER THIS CONTRACT; CONCEAL ALL FASTENERS UNLESS NOTED (DTHERWISE. b) ALL TILE ENTRANCES AND STANDARDS IN ACCORDANCE WITH AWL, AND ALL TRIM CASINGS AND MOULDINGS, ETC. ARE TO BE TRUE TO DETAILS, CLEARLY GUT AND SHARP. THE BACKSIDE OF ALL TRIM 3/4" AND UNDER TO BE KERFED, AND BACK GUT ALL TRIM 3/4" x 2 -1/4" AND IN LIEU OF KERFING TO PREVENT WARPING. MITER ALL EXPOSED CORNERS. 5) ALL FASTENERS USED TO SECURE, LEVEL, PLUMB AND TRUE TO LINE ARE TO BE SET BELOW THE FINISHED SURFACES AND FILLED WITH WOOD RUTTY OR OTHER APPROVED MATERIALS, SANDED GLEAN AND FLUSH WITH THE SURFACES TO BE UNDETECTABLE IN THE FINISH. ROUND ALL EXPOSED EDGES OF ASSEMBLIES TO I /8" RADIUS AND BLIND NAIL WHEREVER POSSIBLE. H) WOODWORK THAT 15 EXPOSED 15 TO RECEIVE A PAINT FINISH AND SANDED SMOOTH PRIOR TO FINISHING WITH SANDPAPER NO COARSER THAN NO. 50 AND ALL JOINTS ARE TO BE FILLED AND SANDED SMOOTH AND FLUSH. a) ALL SHOP FABRICATED MILLWORK WHERE FIELD PAINTING 15 REQUIRED, SHALL BE SHOP FINISHED WITH SANDING SEALER PRIOR TO DELIVERY TO SITE. 1) ASSEMBLY GLUES SHALL BE USED IN STRICT ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. g) LACQUERED (SHOP) FINISH 54-ALL BE SEMIGLOSS, PREMIUM GRADE, PER AWL. 5) CONSULT ARCHITECTS COLOR/FINISH SCHEDULE FOR ALL FINISH MATERIALS. 6) INSOFAR AS POSSIBLE, ALL FIXTURES AND MILLWORK SHALL BE SHOP FABRICATES AND FINISHED, AND DELIVERED TO THE SITE A5 CLOSE TO THE TIME OF INSTALLATION A5 POSSIBLE TO MINIMIZE POSSIBLE DAMAGE FROM CONSTRUCTION ACTIVITY. C) SHOP DRAWINGS AND SAMBAS: I) PROVIDE MIMINUM THREE (3) SETS OF SHOP DRAWINGS FOR ALL CUSTOM FABRICATED WORK. 2) ANY' SHOP DRAWINGS THAT REQUIRE SUBMITTAL MUST REQUIRE ALL PLANS, ELEVATIONS, SECTIONS, DETAILS AND PROFILES FOR PROPER REVIEW AND APPROVAL. 3) ANY SAMPLES OF MATERIALS ARE TO BE SUBMITTED TO THE ARCHITECT SPECIFICALLY INDICATING IF SUCH SUBMITTAL 15 IN ANY WAY DIFFERENT FROM PRIOR SUBMITTALS AND /OR COLOR SELECTIONS BY THIS CLIENT. DIVISION 9 - DOORS AND WINDOWS: 8.1 DOORS 4 FRAMES, A) GENERAL: I) VERIFY ALL LOCAL GODES AND LANDLORDS REQUIREMENTS AND PROVIDE FIRE RATED DOORS AND FRAMES AS INDICATED ON DOOR SCHEDULE. B) MATERIALS, I) DOORS: FLUSH DESIGN DOORS - 1-3/8 THICK, SEAMLESS HOLLOW METAL CONSTRUCTION, WITH SMOOTH SURFACES WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED SURFACES OR STILE EDGES, EXCEPT AROUND GLAZED INSERTS. 2) FACE SHEETS: IS GAUGE, COLD ROLLED STEEL. 3) INTERNAL REINFORCING: CHANNEL SHAPED SECTIONS OR CONTINUOUS TRUSS FORM LINER GORE REINFORCEMENT NEEDED TO BOTH FACE SHEETS. 4) REINFORCE TOPS, SIDES AND BOTTOMS OF DOORS WITH I /8" CHANNELS. 5) SOUND DEADENER: NON- COMBUSTIBLE 6) FRAMIES, FULL- MELDED UNIT CONSTRUCTION WITH CORNER'S MITERED, REINFORCED, AND CONTINUOUSLY WIELDED FULL DEPTH AND WIDTH OF FRAME. ALL WELDS SHALL GROUND SMOOTH AND FLUSH, KNOCK DOWN TYPE FRAMES ARE NOT ACCEPTABLE ALL CUT- OUTS SHALL 5E PROTECTED WITH METAL DUST COVERS, WELDED TO FRAME, AT BACK OF FINISH HARDWARE CUTOUTS. 1) GAUGE: Ib 9) FLOOR ANCHORS: SECURELY NEEDED INSIDE EACH JAMB. ANCHORS SHALL BE PROPERLY PUNCHED FOR ANCHORING TO FLOOR- 9) JAMS ANCHORS: PROVIDE MINIMUM OF 4 DOUBLE STUD ANCHORS PER JAMB FOR USE WITH STEEL STUD WALLS AND PARTITIONS. ANCHORS SHALL BE STANDARD TYPE USED BY FRAME MANUFACTURER FOR THE PARTICULAR TYPE OF WAN.. AND PARTITION CONSTRUCTION. WEEERE FIRE RATED ASSEMBLIES ARE INDICATED, PROVIDE ANCHORS REQUIRED TO MEET UL RATING. 10) MORTISE, REINFORCE, DRILL, AND TAP AS REQUIRE, TO ACCOMMODATE ALL MORTISED TEMPLATE HARDWARE. II) HARDWARE REINFORCEMENT, NOT LE55 THAN I /6" THICK AT HINGES AND STRIKE PLATE CLIPS. 12) SPREADER BARS: PROVIDE REMOVABLE SPREADER BARS ACROSS BOTTOM OF FRAMES, TACK WELDED TO JAMBS. 13) STOPS AND MOLDINGS, FORM FIXED STOPS INTEGRAL WITH FRAMES PROVIDE REMOVABLE STOPS AROUND GLAZED PANELS, SECURE WITH G) INSTALLATION: I) PLACING FRAMES, SET FRAME ACCURATELY IN POSITION PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL CONSTRUCTION 15 COMPLATE, REMOVE TEMPORARY BRACES AND SPREADERS LEAVING SURFACES SMOOTH AND UNDAMAGED. D) ROLL-UP/SECURITY GRILLE: a) SECURITY/ROLL UP GRILLE TO BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR AND /OR HIS/HER EXPERIENCED GRILLE MANUFACTURER RE TOR SUBCONTRACTOR. b) THE FINISH OF THE GRILLE TO BE STANDARD MILL FINISH ALUMINUM WITH BOTTOM BAR AND GUIDE ASSEMBLIES OF CLEAR ANODIZED OR DARK. BRONZE ANODIZED (CHECK DRAWING SPECIFICATIONS AND LANDLORD DESIGN CRITERIA FOR SPECIFICS). A TWO -POINT LOCK IS TO BE PROVIDED IN THE CENTER OF THE BOTTOM BAR BOTH INSIDE AND OUTSIDE, OPERABLE INSIDE MD OUTSIDE AND TO BE CONCEAL. WITHIN THE EXTRUDED BOTTOM BAR TNUMIBTURNS ON THE INSIDE OF 7HE GRILLE LOCK TO BE INCLUDED A5 PART OF THE SECURITY/ ROLL -UP GRILLE MANUFACTURER'S INSTALLATION AND SPECIFICATION AND IF REQUIRED BY LAW, THE WORDING ON THE INSIDE FACE OF THE BOTTOM BAR TO BE INCLUDED Bf THE MANUFACTURER "THIS GRILLE TO REMAIN IN THE UNLOCKED POSITION DURING OGCUPANGY OF THESE PREMISES °. C) THE GRILLE MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR APPROVAL SHOWING ALL CONSTRUCTION DETAILS MD PROFILES, SIGH SUBMITTAL OF SHOP DRAWINGS IN NO WAY TO AFFECT THE ORIGINAL INTENT OR SPECIFICATION OF THE GRILLE OR ITS PLACEMENT AT THE OPENING OF THE STOREFRONT. 02 HARDWARE: Al PROVIDE HARDWARE AS INDICATED ON SCHEDULE, DETAILS OR AS REQUIRED. 83 GLASS: A) GENERAL: I) ALL WORK SHALL BE COMPLETED BY A SPECIALIST GLASS FIRM WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE. 2) ALL FRAMELESS GLASS AND MIRRORS SHALL HAVE EXPOSED EDGES GROUND AND POLISHED. ALL CORNERS SHALL BE CHAMFERED. a) THE GLASS INSTALLER 15 TO INSPECT ALL GLASS EDGES AT TIME OF SETTING AND DISCARD PIECES THAT ARE DAMAGED. 3) PRIOR TO SUBSTANTIAL COMPLETION, THE GLASS INSTALLER 15 TO REVIEW WITH THE GENERAL CONTRACTORS 5UFENNTBJDENT ALL GLASS SECTIONS AND REPLACE GLASS, GLAZING CHANNELS, SEALANTS, ETC., WHICH ARE EITHER BROKEN OR OTHERWISE DAMAGED, AND WASH AND POLISH INSIDE AND OUT. B) MATERIALS: I) ALL GLASS SHALL COMPLY WITH GLASS MANUFACTURER'S INSTRUCTIONS, GLAZING MATERIALS MANUFACTURER'S INSTRUCTIONS AND "GLAZING MANUAL" BY FGMA AND ANY OTHER TECHNICAL PUBLICATIONS OF RECOGNIZED AUTHORITIES RECENTLY PUBLISHED IN THE GLASS INDUSTRY. INSTALL ALL GLASS PIECES TO ACHIEVE WATERTIGHT. AND AIR TIGHT PERFORMANCE AND. TO MINIMIZE ANY BREAKAGE. • 2) IF TEMPERED GLASS 15 SPECIFIED, IT SHALL BE CLEAR FLOAT GLASS, HEAT TREATED TO 45 x ANNEALED STRENGTH, AND THE GENERAL CONTRACTOR IN TO COORDINATE WITH THE GLASS' MANUFACTURER TO AVOID ANY VISIBLE TONG MARKS. ALL TEMPERED GLASS TO BE 1/2" THICK UNLESS OTEERWISE NOTED. 3) IF LAMINATED SAFETY' GLASS 15 SPECIFIED IT SHALL BE LAMINATE 2 SHEETS OF I/4" THICK CLEAR FLOAT GLASS WITH A 30 MIL. FILM OF PVB. 4) IF PLATE GLASS 15 SPECIFIED, IT SHALL BE CLEAR FLOAT GLASS, QUALITY q3, 54" THICK, UNLESS OTHERWISE SPECIFIED. 5) PROVIDE ALL. GLAZING COLORS AS SHOWN ON THESE DRAWINGS, BLACK IF NOT SHOWN, COMPLYING WITH MANUFACTURERS RECOMMENDATIONS FOR SELECTIONS OF HARDNESS. AND OTHER PRODIGY VARIATIONS TO MEET COMPATIBILITY REQUIREMENTS AND PROJECT/INSTALLATION CIRCUMSTANCES. 6) ALL SETTING BLOCKS TO BE 70 DLROMETER HARDT 5.AND THE NEOPRENE SELECTED FOR COMPATIBILITY BITE THE SEALANT. 7) ALL BUTYL RUBBER SEALANT TO BE F5 TT- 5- 001657, TYPE I, SOLVENT BASED, 15% SOLIDS, 24 HOUR TACK -FREE, PAINTABLE, NON- STAINING. 8) ALL SPACERS SHALL BE 40-50 D,ROMETER HARDNESS AND NEOPRENE SELECTED FOR COMPATIBILITY WITH SEALANT. 9) ALL SEALERS, PRIMERS AND GLEANERS ARE TO BE A TYPE RECOMMENDED BY THE MANUFACTURERS OF THE SEALANTS/GASKETS FOR USE ON INDICATED GLAZING CHANNEL SURFACES. 10) MIRROR FRAMING MEMBERS AN MANUFACTURED BY STYLEMARK" (800)- 325 - 2495 -- SEE DETAILS. C) INSTALLATION: I) LOCATE ALL SETTING BLOCKS PER LIGHT, AT 25% OF GLASS WIDTH, MEASURED FROM CORNERS AND SET IN THIN BED OF SEALANT IF HEEL OR TOE BEAD 15 REQUIRED. ALL GLASS 15 TO BE CUT TO PROPER SIZE, EXCEPT GUT PROCESSED/FABRICATED GLASS UNITS PRIOR TO PROGSSING/FABRIGATING; PROVIDE FOR ADEQUATE EDGE CLEARANCE AND BITE ON GLA55, AND ALL EDGES TO BE FINISHED A5 PER SPECIFICATIONS. 2) SPACERS, INSIDE AND OUT, ARE TO BE INSTALLED ALL AROUND WHERE LIQUID OR PLASTIC/MASTIC COMPOUNDS ARE USED, EXCEPT ON GLASS SIZES SMALLER THAN 50 UNITED INCHES. 3) SEALANTS ARE TO BE FORCED INTO CHANNELS TO ELIMINATE VOIDS AND BE EFFECTIVELY 'WET° BOND SURFACES. TOOL EXPOSED • SURFACES TO PROVIDE SLIGHT WASH AWAY FROM JOINT, TRIM AND GLEAN PROMPTLY. • DIVISION 9 - FINISHES: 9.1 GENERAL, A) ALL FINISH MATERIALS SHALL BEAR APPROVED FIRE RESISTANCE AND SMOKE CONTRIBUTION RATINGS WHICH COMPLY WITH CODE REQUIREMENTS AND INHERE REQUIRED, SHALL BE FILED WITH THE BUILDING DEPARTMENT. B) ALL MATERIALS, COLORS, AND FINISHES AS SELECTED BY TEE ARCHITECT. SEE FINISH SCHEDULE. 9.2 GYPSUM DRYWALL: A) GENERAL: I) COORDINATE WITH LOCAL AND STATE AUTHORITIES FOR THEIR REQUIREMENTS FOR DRYWALL AND ASSEMBLIES. 2} TEE ENTIRE DRYWALL AND METAL STUD INSTALLATION 15 TO CONFORM TO U.S. GYPSUM MASTER SPECIFICATIONS AND METAL INSTALLATION INSTRUCTIONS - STUD SPACING NOT TO EXCEED 16" O.G. B) MATERIALS: I) ALL GYPSUM WALL BOARD SHALL BE FIRE RATED 5/8" THICK, TYPE "X" AND CONFORMING TO SPECIFICATION ASTN C-36 AND NONRATED 5/8" THICK WITH LONG EDGE TAPERED. 2) ALL DRYWALL SORSTE TO BE 1.1/4" TYPE "W". 3) ACCESSORIES TO BE GALVANIZED STEEL, SIZED TO FIT WALLBOARD THICKNESS, STANDARD CORNER BEAD, EXPANSION JOINT, ETC., DESIGNED FOR FINISHING WITH JOINT TREATMENT COMPOUND. 4) JOINT TREATMENT SYSTEM: U5E PERFORATED TAPE WITH JOINT COMPOUND AND TOPPING COMPOUND BY SAME MANUFACTURER AS WALLBOARD. ALL BOARD TO RECEIVE I TAPE AND 3 COATS SANDED AND READY FOR TENANTS FINISHES. C) INSTALLATION: I) ALL DOOR OPENINGS AND /OR ARCH OPENINGS, 2' -0" WIDE OR GREATER ARE TO BE FRAMED WITH TWO (2) ADDITIONAL 511105 AT EACH JAMB, SECURED TO FRAME-5 AND TO OTHER STUDS AS RECOMMENDED UNDER METAL INSTALLATION INSTRUCTIONS. INSTALLER TO FURNISH AND INSTALL RUNNER TRACK ON FRAME HEAD AND UNDERSILL OF EACH OPENING AND TO INSTALL JACK STUDS (SPACED THE SAME AS FULL- HEIGHT 5TUD5), ABOVE AND BELOW OPENING AND ADDITIONAL STIFFENERS 6" ABOVE AND 6" BELOW OPENING, EXTENDED TWO (2) REGULAR STUD SPACES BEYOND JAMBS ON EACH SIDE. 2) ALL FURRING. FROM ABUTTING STRUCTURES TO BE ISOLATED, AS REQUIRED, TO AVOID ANT TRANSFER OF LOADS AND /OR DEFLECTIONS INTO THE FURRING SYSTEM. 3) SCREW BOTH LAYERS OF GYPSUM BOARD TO SUPPORTS WHERE DOUBLE LAYER WORK 15 INDICATED OR OTHERWISE REQUIRED. 4) ALL GYPSUM BOARD 15 TO BE INSTALLED IN LENGTHS AND DIRECTIONS WMICH WILL MINIMIZE NUMBER OF END JOINTS, AND AVOID END JOINTS IN CENTRAL AREA OF CEILING. ALL WALLS AND PARTITIONS ARE TO BE INSTALLED WITH EXPOSED GYPSUM BOARD VERTICAL WITH JOINTS STAGGERED OVER SUPPORTS, EXCEPT WHERE RECOMMENDED IN A DIFFERENT ARRANGEMENT BY MANUFACTURER 5) THE ROOM TEMPERATURE FOR THE INSTALLATION OF ALL GYPSUM BOARD SHALL NOT BE LESS THAN 50 DEGREES FAHRENHEIT WITH ADEQUATE VENTILATION MAINTAINED TO ELIMINATE EXCESSIVE MOISTURE UNTIL JOINT COMPOUND 15 COMPLETELY DRY. CONTRACTOR TO PROTECT ALL BOARD FROM WETTING AND REPLACE ALL MATERIALS THAT ARE DAMAGED. 43 ACOUSTICAL CEILING PANEL AND GRID: A) GENERAL, I) ALL ACOUSTICAL MATERIALS TO CONFORM TO F5 -55-5 -1IB. 2U ALL SUSPENSION SYSTEMS TO CONFORM TO A5TM 6-635 FOR MATERIALS, ASTR 0-636 FOR INSTALLATION. 3) THE CLIENT REQUIRES EIGHT (I6) 2' x 2' CEILING PANELS UPON COMPLETION OF THE WORK, NEATLY WRAPPED AND LABELED AND STORED IN A LOCATION A5 DIRECTED BY THE CLIENT. B) MATERIALS, I) ALL ACOUSTICAL CEILING PANELS TO BE BY "ARMSTRONG" OR APPROVED EQUIVALENT. SEE CEILING PLAN FOR SPECIFICATION. 2) ALL GRID TO BE BY °ARMSTRONG" SEE CEILING PLAN FOR SPECIFICATION. a) ALL FETAL SUPPORTS TO BE RUNNER CHANNELS 1 -1/2" x 0.415 LB. PER FT. (BASE METAL), COLD- ROLLED STEEL, PAINTED OR GALVANIZED; PENCIL ROD SHALL BE I/4" DIAMETER MILD STEEL ZINC OR CADMIUM COATED; WITH CLIPS, INSERTS AND ACCESSORIES AS APPROVED BY SUSPENSION SYSTEM MANUFACTURER. C) INSTALLATION: U ALL WORK TO BE INSTALLED AS PER THE LAYOUT OF THE REFLECTED CEILING PLAN LEVEL TOLERANCE OF I/8" IN 17-0" SPACE. SECURE EDGE MOULDING WITH SCREW ANCHORS I6" O.G., MITER CORNER JOINTS, AND INSTALL TILE WITH SPLENIA OR SUSPENSION FLANGE AT EACH JOINT. PROVIDE COMPRESSION SPRINGS I7 O.G. OF ALL EDGE MOULDINGS AND USE WALL CHANNEL MOULDING. 2) THE ACOUSTICAL CEILING SUBCONTRACTOR 15 TO COORDINATE WITH THE MECHANICAL SUBCONTRACTOR FOR ALL REQUIRED ACCESS ABOVE CEILING AND PROVIDE TABS AT ACCESSIBLE PANELS. 3) ALL CEILING RUNNER CHANNELS ARE TO BE SPACED 4' -0" O.C. AND FRAM AROUND ALL OPENINGS. INSTALL ALL HANGERS TO SUPPORT CEIING FROM TOP PANS.. OF BAR JOISTS OR TOP FLANGE OF STEEL ONLY - DO NOT ANCHOR INTO METAL DECK ALL CEILINGS ARE TO BE ISOLATED FROM ABUTTING STRUCTURES AND SPACE ALL HANGERS 4' -0" ALONG RUNNERS UNLESS OTHERWISE INDICATED. 4) SUSPENSION SYSTEM HANG FROM STRUCTURE ABOVE WITH 10 GAUGE (MIN) GALVANIZED WIRE AT 4'-O" O.G. EACH WAY MIN. 4.4 GRANITE PORCSINE, CERAT-11G TILE: AT MATERIALS: I) GENERAL CONTRACTOR SHALL INSTALL TILE, AS SPECIFIED SEE FINISH LEGEND FOR SPECIFICATION 2) SETTING BED MORTAR AND GROUT TO CONFORM TO ASTM G27OO, TYPE FL 3) SETTING BED TO BE A LATEX MODIFIED THIN SET 'MARBLE AND GRANITE MIX' BY °HYDROMEIT" OR EQUAL. 4) GROUTING TO BE A CERAMIC TILE GROUT MIXED WITH "H ME YDRONT' ACRYLIC LATEX BY "1 OR EQUAL TO MATCH TILE UNLESS OTHERWISE NOTED.. B) INSTALLATION: U INSTALLATION TO COMPLY WITH ANSI A.�108.6 AND. MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS.' 2)', CONTRACTOR TO LEAVE FINISHED INSTALLATION CLEAN AND,FREE OF CRACKED, CHIPPED, HROKEI,IUNBOUNDED, OR OTHERWISE DEFECTIVE'. TILE WORK, '. AND TO PROTECT THE INSTALLED FLOOR WITH KRAFT PAPER OR OTHER HEAVY COVERING DURING THE CONSTRICTION PERIOD TO PREVENT DAMAGE AND NEAR. 3) THE MORTAR'AND GROUT MATERIALS AS SELL A5 THE INSTALLATION STANDARDS SHOULD COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AND STANDARD SPECIFICATIONS FOR MARBLE TILE APPLY TO 11 WORK 95 WOOD FLOORING AND BASE: A) GENERAL: WOOD PLANK FLOORING AND ' ADHESIVE AND BASE SHALL BE FURNISHED AND INSTALLED BY CHILDRE7NS PLAGE. 96 RESILIENT FLOORING 4 BASE: A) MATERIALS: (FURNISHED 4 INSTALLED BY GENERAL CONTRACTOR) I) VINYL COVE BASE SHALL BE BY "JOHNSONITE" 4° HIGH. a) INSTALL IN CONTINUOS LENGTHS. 2) RESILIENT FLOORING SHALL BE AS NOTED IN FINISH LEGEND. a) INSTALL 12" X 12" TILES WITH GRAIN IN ONE DIRECTION ONLY. NO CHECKER BOARD PATTERN. 4.1 PAINTING: A) GENERAL: I) INCLUDE SURFACE PREPARATION AND FIELD APPLICATION OF ALL PAINTS AND COATINGS. 2) ALL PAINT FINISHES SHALL CONFORM TO ALL APPLICABLE GODES FOR FLAME/SMOKE RATING REQUIREMENTS. 3) ALL PAINT AND /OR OTHER FINISH MATERIALS ARE TO BE APPLIED IN ACCORDANCE WITH THE SPECIFIC MANUFACTURERS DIRECTIONS. B) MATERIALS: I) BENJAMIN MOORE, SEE FINISH LEGEND C) INSTALLATION: I) ALL DRYWALL SHALL BE FREE OF SANDING DUST MD JOINT TREATMENT CEMENT AND BE THOROUGHLY DRY. • 2) THE PAINTING SUBCONTRACTOR 15 TO INSTALL ANY ADDITIONAL COATS REQUIRED, WHEN THE UNDERCOATS, STAINS OR OTTER CONDITIONS, SHOW THROUGH FINAL PAINT COAT. 3) ALL SURFACES BET-1110 PERMANENTLY FIXED EQUIPMENT SHALL RECEIVE A PRIME GOAT ONLY AND ALL PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SHALL REGEIVETHE SAME FINAL. COATS AS OTHER SIMILAR EXPOSED. SURFACES. 4) ALL GYPSUM DRYWALL CEILINGS. AND WALLS TO RECEIVE 2 GOATS OF BENJAMIN MOORE REGAL'. WALL SATIN. 5) ALL EXPOSED WOOD AND METAL TO RE PRIMED AND FINISHED WITH TWO COATS PER FINISH SCHEDULE. Ed PRIME COAT 15 TO BE APPLIED TO ALL MATERIALS WHICH ARE REQUIRED TO BE PAINTED OR FINISHED. 1) REMOVE ALL PAINT DRIPS, ETC, FROM ADJACENT SURFACES AND CLEAN ALL SURFACES. 4,5 CARPET, A) MATERIAL: I) FIELD CARPET SHALL BE AS NOTED IN FINISH LEGEND. a) 6G. TO SUPPLY ADHESIVE AS RECOMMENDED BY MAWUFACHIRER. B) INSTALLATION: I) THE CARPET INSTALLER IS TO CLEAR AWAY ANY DEBRIS AND /OR SCRAPE UP ANY CBIENTITIOUS DEPOSIT FROM SUBSTRATE SURFACE PRIOR TO INSTALLATION OF CARPET SO AS TO ASSURE QUALITY, SMOOTHNESS AND PREPARATION OF FLOOR SURFACE. VACUUM CLEAN IMMEDIATELY BEFORE INSTALLATION 2) AFTER INSTALLATION' CARPET 15 TO BE COVERED COMPLETELY 50 THAT THE CARPET WILL REMAIN UNDAMAGED UNTIL SPACE 15 OCCUPIED. 3) THIS CONTRACTOR IS REQUIRED TO ASSUME ALL RESPONSIBILITY FOR SAFEGUARDING OF SHIPMENTS OF CARPETING DURING THE COURSE OF CONSTRUCTION AND PRIOR TO TURNOVER OF SPACE TO THE CLIENT. 4) SEAMING WILL BE BUTTED AND GLUED. 5) OVERAGE - RETAIN 5% EXTRA IN ORIGINAL ROLLS AND EXCESS CARPET PIECES OVER ONE (I) SQUARE YARD, ALL CAREFULLY WRAPPED, FOR OWNERS FUTURE U5E AND MAINTENANCE. 9.9 FLASHPATCHING: AT SMOOTH EXISTING FLOOR SABRE REQUIRED TO PROVIDE A UNIFORM AND LEVEL SURFACE FOR FINISH FLOOR MATERIALS. DIVISION 10 - SPECIALTIES: 10.1 SIGNS, A) GENERAL: (I) THE SIGNAGE WILL BE THE RESPONSIBILITY OF THE TENANT'S SIGN CONTRACTOR, INCLUDING FABRICATION, LANDLORD AND BUILDING DEPARTMENT APPROVAL, AND COORDINATION OF INSTALLATION WITH GENERAL CONTRACTORS SIGN INSTALLER. 2) THE SIGN SUBCONTRACTOR SHALL INCLUDE ALL WORK ON THE STOREFRONT SIGN, WINDOWS AND INTERIOR (IF APPLICABLE). 3) THE ART WORK FOR THE SIGNAGE AND GLAZING LOGO TO BE FURNISHED BY THE CLIENT MD SHOP DRAWINGS PREPARED BY THE 516N 5U13- CONTRAGTOR FOR BOTH CLIENT, LANDLORD AND BLDG. DEPT. APPROVAL. 4) THE SIGN SUBCONTRACTOR TO FURNISH AND INSTALL ALL 5ILKSGREEN OR WORK AND SHALL ENLARGE OR REDUCE ART WORK A5 REQUIRED FOR THE LOCATION. B) INSTALLATION: I) THE GENERAL CONTRACTOR 15 TO HAVE THE SIGN INSTALLED BY A LOCAL SIGN SUBCONTRACTOR UTILIZING TEMPLATES FURNISHED BY THE GENERAL CONTRACTOR. 2) ALL SURFACES TO BE CLEAN AND FREE OF DIRT /GREASE BEFORE APPLICATION OF SIGNAGE INCLUDING SILKSCRONING AREAS APPLIED TO THE BACK OF GLASS AS SHOWN ON PLANS AND SPECIFICATIONS. ALL WORK TO BE TEE BEST QUALITY WITH ALL LINES CLEAN AND SHARP AND SET IN PLACE SQUARE, PLUMB AND TRUE. 102 EXTINGUISHERS: AT GENERAL, I) THE GENERAL CONTRACTOR 15 TO CONTACT THE LOCAL FIRE MARSHALL AND VERIFY THE NUMBER OF FIRE EXTINGUISHERS REQUIRED DURING CONSTRUCTION AS SHELL AS DURING STORE OPERATION, AND LOCATION FOR MOUNTING, BUT IN NO CASE TO ALLOW LESS THAN THREE (3) FIRE EXTINGUISHERS TO BE INSTALLED. B) MATERIALS: I) FIRE EXTINGUISHERS FURNISHED ARE TO BE COSMIC 5E, 2AIOBC DRY CHEMICAL BY "JCL. INDUSTRIES ", BLOOMINGTON, MN (612)835 -6850 (OR APPROVED EQUAL). 2) TEE WALL BRACKETS FOR MOUNTING THE EXTINGUISHERS TO BE MODEL NO. MB 818. 103 TOILET ACCESSORIES, A) GENERAL: I) INSTALL ALL ACCESSORIES TO COMPLY WITH GOVERNING CODES. B) MATERIALS: I) ACC SHALL BE SUPPLIED AS MANUFACTURED BY "BOBRICK" a) EQUAL ETIIPMENT MAY BE PROPOSED BY SUBMITTING CUTS OF PIECES FOR APPROVAL PRIOR TO BID SUBMISSION • I) WALL MOUNTED SINGLEFOLD SERVICE TO'/EL.FOLDER. FORT HOWARD • MODEL . 567 -20. II) ROLL TOILET PAPER HOLDER: B-6551 U525 III) FIXED MIRROR 13 -165, 1624 ANTI/ OR 'ANGLED MIRROR B -294, 1624 AS REQUIRED BY BARRIER FREE CODE. N) GRAB BARS: B-68O8 SERIES WITNANCIOR PLATES TO WITHSTAND 250 LB. PRESSURE, VERTICAL 4 HORIZONTAL. SEE DRAWING FOR ILOCATION AND DIMENSIONS.. 2). BABY CHANGING TABLE STATION PROVIDED. BY. "CHILDRENS PLACE" AND INSTALLED BY GENERAL CONTRACTOR. 10.4 FIXTURES, HARDWARE 4 ACCESSORIES: A) GENERAL: I) CUSTOM WALL SYSTEM, MELAMINE PANELS AND CHANNELS, CUSTOM WALL HARDWARE, FREESTANDING FIXTURES, DISPLAY FIXTURES, AND RECESSED STANDARDS ARE PROVIDED BY THE CHILDRENS PLACE AND INSTALLED BY GENERAL CONTRACTOR SURFACE MOUNTED STANDARDS, BRACKETS AND SHELVING IN TOILET AND STORAGE AREAS ARE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR 2) INSTALLATION OF HARDWARE:AND FIXTURES BY GENERAL CONTRACTOR AT THE DIRECTION OF THE CHILORENS PL.AGE B) MATERIALS, I) SALES AREA a). PROVIDE AND INSTALL SUPPORTING STUDS. 2) STORAGE (AT TOILET AND ABOVE MANAGERS DESK): a) SURFACE MOUNTED STANDARD b) BRACKETS SIZED PER NOTED SHELF SIZE 5) PROVIDE AND INSTALL HORIZONTAL SUPPORT FRAMING AS REQUIRED. C) INSTALLATION, I) USE ONLY CONGEALED FASTENERS WHENEVER POSSIBLE. 2) INSTALL EXPOSED MOUNTING DEVICES AND FASTENERS TO MATCH THE ACCESSORIES. 3) PROVIDE ALL ANCHORS, BOLTS AND OTHER NECESSARY AND REQUIRED FASTENERS, AND ATTACH STANDARDS SECURELY TO WALL AND PARTITIONS IN LOCATIONS AS INDICATED ON PLANS AND SPECIFICATIONS. COMPLY WITH THE MANUFACTURERS INSTRUCTIONS FOR EACH TYPE OF SUBSTRATE CONSTRUCTION. DIVISION II - EQUIPMENT 11.1 MUSIC, EQUIPMENT: A) MATERIALS, I) AMPLIFIER CASSETTE DECK, SPEAKERS, SPEAKER WIRE AND VOLUME CONTROL BY TENANT'S AUDIO CONTRACTOR AEI MUSIC, CONTACT HOWARD KREISWIRTH I- 408 -431 -7667 2) GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR SPEAKER WIRE FROM AMPLIFIER TO VOLUME CONTROL SWITCH LOCATION, CUTLET' BOX FOR SPEAKER WIRE AT RECEIVER, DOUBLE DEEP GANG BOX FOR MUSIC', VOLUME CONTROL SWITCH. B) INSTALLATION: I) ALL MATERIALS TO BE SUPPLIED D AND INSTALLED BY GENERAL CONTRACTOR AS INDICATED ON PLANS AND SPECIFICATIONS. 112 SECURITY SYSTEM / IN FLOOR SENSOR / ANNUNCIATOR SYSTEM, A) MATERIALS: I) SUPPLIED BY °GHILDRENS PLACE" AND INSTALLED BY GENERAL. CONTRACTOR. 2) SECURITY SYSTEM BY SENSORMATIC a I- 800-241 -bb18 B)INSTALLATION: UINSTALL PER MANUFACTURES INSTRUCTIONS PERMIT CENTER 050501 OF TU O CITY R OF TUKWILA ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRICARICO CONSULTING ARCHITECT LA *2947 ME 074 MD *5965 -R MA *4576 MI *26376 MN *15995 M5 0 1348 Mo .5-4565 MT *1559 NE *A -1734 NV *1675 NH *1112 NJ •06411 NM .1724 NY *012044 NC. .5085 ND .675 OR *6035 WA *4506 AL *1926 AK AZ .15750 AR *1595 CA M0-015102 CO *C-2445 CT *5005 DC .3433 DE 02073 FL *7605 6A *3475 HI *AR- 0569'f ID *1321 IL .001-010719 IN *4114 IA *2.54 155 .277 KY 42116 © ALL RIGHTS RESERVED THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRICAIRICO T ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT A6REE5 TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARK F55 FROM ALL CLAIMS, IN.URIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR'REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL SUB - CONTRACTORS WORKING FROM THESE PLANS Al. SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT CR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH 1.0A50,415NTS DO' NOT APPEAR CORRECT. ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SITE_. DATE: 8/20/0 GL I ENT 8/20/O LANDLORD 8/20/0 BUILDING DEPT. 8/20/01 VENDORS DATE: PROJECT: ISSUE GROUP DIY Of TUMA SCR' 1 2 NM AS OLD LSt1i Df�K D "'- THE CHILDREN'S PLACE OK OR FA RI SC SD TX UT VT VA WV WI WY No. REVISIONS / BY: LOCATION: SAGE #0404 SOUTH CENTER MALL TUKWILA, WA PROJECT NO. DRAWN BY: 500 VALLEY ROAD Q WAYNE, NJ 07470 T 973 .692. 0222 F 973 .692. 0223 E ttg@trIcarIcacom *2203 .2605 MB -5050 MI011 .2126 *3754 0012554 .6755 MI555 0 1297 *4220 *1466 .A -5097 *C -1001 PR *14435 GUAM *332 10302 EGE3 SCALE: CHECKED BY: AS NOTED HW / JRA DATE. 8/27/71 APPROVED BY: DRAWING NAME: GENERAL PRODUCT SPECIFICATION NICHOLAS J. TRIGARj 0 GONSULTI NCB ARGHI 7 CT C�' , E Tr• re� U DRAWING NO. /A-,7 0 0_ LLI IL H- J SEE FIXTURE PLAN NOTE $5 BACK TO BACK SHELVING SEE REGARDING ASSEMBLY OF ADJACENT TENANT SYMBOL DESCRIPTION # •■ SYMBOL DESCRIPTION O - FIXTURE PLAN NOTE # 9 THIS SHEET STOCK SHELVING, TYPICAL. 148' -B" 2 _O" O ROUNDER FLOOR FIXTURE 10 =4= L PLAYHOUSE GROUP b00 VALLEY ROAD WAYN NJ 07470 F 973 E . 692. 0 2 2 3 E ttatrlcarlco,com , LEASE DIMENSION _ _ 23 -4 24'_0" 24'_0" 24'_0 PCP_ 24'_0" 24'-O° DI MEN UT ION 1 -5, GENERAL CONTRACTOR TO I„ LAY I " 4 ° BABY 3' -b ' I'8 I� PEN 8 3 b° LAYETTE PROVIDE AND INSTALL METAL 4 B 4 " -0 , ° 2 BOYS IS' ° 2 BOYS ' -6 3I FOLDING ROIMDER FLOOR FIXTURE (NOT srbww 6 OT ROUND TABLE 2 STUD BRACING ACROSS TOP '1•11 '' �` -` ��N ��I - TO` ®2 _ 5 GT O`er ®2 -0' ` 1M1 �` 4D 2 SHELVES, TYP. EVERY 8' -0" STOCKROOM IIN _ _ _ � . �I UEll _ �� 0 0 — _ - I1 •11 x,xox 11=111•1111111111111111•111=1 l I 1�1 ICI I � p — _� — -- ■� •i MI ZZ nc LI = ACCESSORY TOWER PICNIC TABLE REDUCED SIZE II 2 U Ov PIGNIG TABLE EDUC 51� 5 2 GENERAL CONTRACTOR TO NG SECURELY BRACE SHELVING HELVI 11 „N o p .- - Is mmmm mmam mm mmmmmmm -- -+- - ! I ARCHITECTURE & INTERIOR DESIGN O R S mmmmammm I TO WALL. TYP. HANGAR STORAGE RACK SYSTEM -SEE FIXTURE PLAN I II 1I■ r e I I 6. IIIIElifii II D G G Miami, I _; TY T YT Y __ U�l II Y Y If _ J i NICHOLAS J. TRGARGO CONSULTING ARCHITECT — — m mI■.wmMmmall - __ U 11 1 1 - I l 1 >w NOTE THIS SHEET GENERAL CONTRACTOR, TO SECURELY eRAGE EXISTING TOILET ROOM _ ■mmm mmmmmmmmmmm mmmmmmmmmmmmmmm AL 61 26 OK *2205 o 1 ® — e B > G G m G _ AK ME *914 OR #1608 _VINE TO WALL. 4 HILT] B N � — I µ G ^ �i -i i _ I ,�, I AZ #13950 MD #3963 -R PA #B -8030 LJ LJ l - j #A LA #G -015102 *259RI MI #2b396 #207 5G #2126 ®® I c I G G E iII: T O j C% W A 2- WAY FIX FLDOR FIXTURE b Y I—� PARALLEL BARS 22 — _ O I O O BB BB - _ �■ W Ul j l jl — ___ t_ -,.f CO #G -2445 MN #15993 SD #3954 GT #5005 MS #1548 TN #012534 � ■ _ 'IMPAG' GRID - SEE NOTE THIS SHEET ,_ — _ — - V B B I 0 • . i DL #3453 MO #A 4r TX #6968 AE #2099 MT #1559 UT #1355 FL 4,1,05 93 Vi #1292 El _ _ _ 50 RECEIVING DESK W/ (4) MELAMINE SHELVES ABONM I 6A #9498 NV #1698 VA #4220 Y Y Y U Y Y Y y HI #AR- 0569'1 NH #1112 WA #4906 1. I ° D 7 _,_, : _� LL - I M I X PLATFORM Iv #13x1 N.I #06411 WV #1.436 F ' I I + — + IrH MANAGER'S DESK W/ BASES GASI NET UNIT _ - ND #HTS FK #14495 KS #2T . .. _. _....__ .._.._.. --- _ = ......_ _ _ ' - I � I��I.r ilIMIG 11 �� 1 * f l f 7 - - - -- - t- T- -f L_J L L_J X9' 62116 OH #6056 GUAM #992 'I ,. I I 'E Z 18' X 18" CISDISPLAY PLATFORM © ALL RIGHTS RESERVED Y.INN, THE DESIGN INDICATED, Tf FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRIGARIGO GROUP. Ti15 DRA BY THE CLIENT, A6ENT9 OF THE CLIENT OR OTHER PARTIES ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS WIT!OUT THE REVIEW AND WRITTEN APPROVAL OF T. DESIGN Ma.. TONAL SHALL 9E AT T. SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFYAND HOLD Tig DESIGN PROFE551tlNAL YARMLE55 ALL CLAIMS. IN.URIFS, DAMAGES, LOSSES, EXPENSES' AND ATTORNEYS FEE ARISING OUT OF MODIFICATION OR RE15E OF THESE MATERIALS. WORKING FROM THESE PLANS AND O CONTACT ARE NOT /SO K I NE F ROM THESE LA AND SPECIFICATIONS ALL ON ARE NOT oR HIS REPRESENTA MEASUREMENTS,IIFF ARCHITECT MEAcUREMENTS DO NOT APPEAR COME , ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. _ ERVIGE GORRID , - - -• —• _ -- kW. — �i — O I , 4' -0" LONG. STOCK ROOM SHELF 23 CUSTOM DISPLAY FIXTURE SIZED PER FIELD DIMENSIONS TO BLOCK ACCESS TO DISPLAY WINDOWS _ ACCESSIBLE ,�� BABY 1 SECTIONS t 2' If -10" 4_1„ 4,12 FITTING RM. VESTIBULE OPEN i GIRLS 7RL5 9 S FGTIONS 49 2 , 0 9 SECTIONS ® 2' -0' 9 $ 1' I -5 42° 11 SECTIONS EGTI ADJACENT TENANT GIRLS •NSI4➢ 2 -0 1 n ., R SECTIONS ®2-0:,..1, ¢ '., W FITTING RM. HI SALES AREA P I I 3' -0" LONG. STOCK ROOM SHELF HANDICAP GASH COUNTER 3 #2 AREAS EXIST RATED CORRIDOR FITTING RM. O ® EMPLOYEE LOCKERS ALREADY ASSEMBLED - ATTACH TOGETHER 1 AA STORAGE RACK STARTER UNIT - IO' O' HIGH SALES: 3,58 S.F STOCK RM 923 S.F. TOILET RM: 83 S.F. FITTING RM: 190 S.F. CORRIDOR: 85 S.F. IMPAG GRID NOTE: N2�: SEE SHEET A2.0 FOR PROPOSED STOCKROOM CEILING HEIGHT DATE: ISSUE A. TO INSTALL TENANT PROVIDED 8 /2O /OI CLIENT IMPAG GRID 8' HIGH'sFGTIONS INSTALLED 6 2'-O" A.F.F. SEE PLAN FOR LOCATIONS. COORDINATE EXACT LOCATION 4 SIZE WITH GHILDRENS PLACE REPRESENTATIVE. Nom: G.G. TO PROVIDE ALL DIMENSIONS WHERE NOTED ON ALL 1' DRAWINGS AND TO VERIFY BY CIRCLING ALL NOTED DIP'1EN..,`IONS, INDICATING THAT THESE DIMENSIONS ARE CORRECT. L. PLAYHOUSE - STORAGE RACK ADD ON UNIT - 10' on HIGH 2 E)/20/01 LANDLORD TOTAL AREA: 4,830 S.F. SS 8/20/01 BUILDING DEPT. FIXTU PLAN FIXTURE LEGEND 06130 8 /2o /oI VENDORS ,� OR NAIL W/ BISCUITS W/ OUTS (4 K 1wKTURE B" 5/8" TYPE 'X' GYP. BD. OVER METAL STUD FRAMING, HOLD TIGHT (L'i.F) AFTER INSTALLATION OF WHITE MAPLE MERCHANDISE COLUMNS, T.G.G. TO INSTALL WHITE MELANINS PANELS FLUSH WITH. MERCHANDISE COLUMN. FACE ATTACH. PANELS TO WOOD NOTE: DO NOT INSTALL BLOCKING OR FRAMING BEHIND COLUMN. COLUMN IS FREESTANDING. TO EXIST. COLUMN 4 SWISHED MATE JAL D� S.C. TO HOLD TIGHT FINISHED MATERIAL DIMENSION. S.C. TO HOLD TIGHT POSSIBLE DUCT - EXIST. b" MALL BLOCKING SECURELY AS REQUIRED. NO VISIBLE FASTE NERS. GYP. SD. CURTAIN WALL, TYP: SCREW a di I FLAT PANEL PANEL MAPLE TO ST.. a 10,7 ABOVE E LIG 02 Iro z i s LL Q ®� � ®� ®® I ` r /' ( SIDE PANEL CLE Or z U ' Q ' CEI ��® INSIDE.SOFFIT TIVIIIIN ® ®� LIPIWimi � ' i mom MIN ® ®II - E CEATS 4- \� IFE �\ ' m II � I ®� T IOSHOWN HATCHED. SEE DETAIL ON A2. 0 ® WHITE MAPLE TRIM I ^ ^` li - I� lift imiiiiiiimiol l - I I / \ \ \ \ � � - -' ` � 6Y P. BD. ON BOTH SIDES OF SOFFIT., BOTTOM, TYP BOTH 51JE9 OF COLUMN WALL PANELS STEM, TYP. METAL L CHANNEL, FACTORY FINISH, WHITE CITY O� TUKN ' % \ �/ i 1 ` I ' `'� ' ` ' \ \ \\\ \ \ \ \ \ \ \ \ \ \ \% WHITE MAPLE PANEL COLUMN SURROUND. '9 •: - / / / / / / / / / / / / / / ® _ ® IMIllifil ®�® ®a ®� S EP 1 2 2001 AS NOTES ExisTinks MALL coLUMN '1 {J - D------------''64G 1 0 STOREFRONT COLUMN ENCLOSURES_ :ES 2 � 0 111104 = ®® IMPAG GRID , DATE: No. REVISIONS / BY: THE CHILDRENS PROJECT: P ACE 3/4" HIGH INTEGRAL METAL FLANGE LOCATION: SPACE #D404 SOUTH UKWLA jnIP, NOTE: PERIMETER RECESSED WALL STANDARD SYSTEM ENDS MERDHANDIS NG COLUMN AND DOES NOT CONTINUE BEHIND THE COLUMN. PROJECT NO. IO3O2 DRAWN BY: JG EC B E3 . WHITE MAPLE MERCHANDISE SCALE: AS AS NOTED CHECKED BY: HW / JRA COLUMN SUPPLIED BY MIILLWORK VENDOR AND INSTALLED BY 6.G. B TYP. OF — 4 SIDED STOREFRONT COLUMNS ASSEMBLY INSTRUCTIONS WOOD BASE( WS-I) TENANT SC. TO INSTALL BRUSHED ON (3) , - _ - - � J-- ' 1-- DATE: 8 /20 /OI mmommimmommy APPROVED BY: READ PRIOR TO ASSEMBLING I. LOCATE SOX CONTAINING STOREFRONT HARDWARE (BOLTS, WASHERS 4 ACORN NUTS) - PUSH BOLT THR FROM SACK, PLACE WASHER. _ OVER THREADS 4 PL400 OR SILICONE ADORN NUT ON 50 THEY'RE UNREMOVABLE THIS MUST BE DONE TO 3 SIDED STOREFRONT WING WALLS, 4 SIDED STOREFRONT COLUMNS 4 FACIA P/ a STOREFRONT, PRIOR TO ASSEMBLING OR ATTACHING TO STOREFRONT. (SEE NOTE BELOW) 2.TO ASSEMBLE 4 SIDED COLUMN - ATTACH SIDE PANELS (IWGLEA:S : ROUTS) TO FLAT PANEL. 3.5LIDE 3 SIDED ASSEMBLY AROUND DRYWALL COLUMN (WHERE APPLICABLE) 50 ACORN NUTS FACE ENT 4 MALL. SHIM IF NECESSARY TO BLOCKING (CUT 4 SUPPLIED BY SC) 4.SLI6HTLY SPREAD SIDES A/FOUTS APART 4 GLUE BISCUITED PANEL BETWEEN THE TWO SIDES. THIS WILL ALL FOUR SIDES TOGETHER. 5.SHIM UP COLUMN (THIS SHOULD BE DONE ® WALLS ALSO) So IT IS TIGHT a SOFFIT. FINISH NAIL TO BLOCKING. &EXTERIOR OF COLUMNS 4 WINS WALLS TO RECEIVE BREAK METAL 5/4" x 5/4" CORNER BLOCKING SUPPLIED TO FILL VOIDS (WHERE APPLICABLE) 1.INTERJOR SIDE OF COLUMNS 4 WINO WALLS TO RECEIVE OAK BAS 5/4" x 5/4" CORNER BLOCKING SUPPLIED TO FILL VOIDS. W ALUMINUM (NOTE= INTERIOR STOREFRONT COLUMN SURROUND DOES NOT RECEIVE BOLTS, ASH ERS BUT ASSEMBLES A5 ABOVE) L.- Imo-- , 2x FOUR, BY' TENANT ,G.C. FOR ATTACHMENT OF COLUMN TO Y1ALL. WOOD BASE(WB -I> R 'c"EIVED C �� IT O� TIJ:<iN IL PERMIT CENTER GENERAL CONTRACTOR TO DRAINING NAME: A FIXTURE ^ PLAN, COLUMN DETAILS I G L✓ SCHEDULE NICHOLAS J. TR IGAR I GO / �/� / L ,,j G ON✓G ULT I j VG ARC HI I 7 GT - L - - ; - - -- - - M - DRAINING -- NO. ° _ ' '*+ 4 ' i III VISI , Rl:. Co ' SIDES PROVIDE AND INSTALL 5/4" x BRUSHED ALUMINUM BHND RETURN 5/4" BRUSHED ALUMINUM ANGLE f WOOD EASE, TYP. a ouTSIDE CORNERS. TYP. z O I- 0 ITEM SIZE L x W x H QUANTITY WHITE MAPLE COLUMN ENGLOSL I HEIGHT TO BOTTOM OF SOFFIT _ „ SOFFIT-HE-161 0 CUSTOM WHITE MAPLE COLUMN ENCLOSURES S STOREFRONT P WHITE MAPLE CORNER UNITS BACK PAP LNIT HT. (FINISH FLOOR TO 6TP. BD) (8) SIDED NUM MERCHANDISE COLUMN, TYP. 51= e" X 8" HMI ENTRY COLUMN, TYP. 1 ITEM SIZE L x W x H QUANTITY WHITE MAPLE COLUMN ENGLOSL CUSTOM WHITE MAPLE COLUMN ENCLOSURES S STOREFRONT WHITE MAPLE CORNER UNITS BACK PAP LNIT HT. (FINISH FLOOR TO 6TP. BD) (8) SIDED NUM MERCHANDISE COLUMN, TYP. 51= e" X 8" HMI ENTRY COLUMN, TYP. ED 3/4" X 3/4" BLACK ANODIZED ALUMINUM "U" CHANNEL TO RUN ALONG THE UNDERSIDE OF MALL SOFFIT AND TENANT STOREFRONT SUPPLIED BY AND INSTALLED BY HO. (TYF) EX'6 MALL NEUTRAL / PIER N.T.S S T O R E F R O N T DIMENSION DIMENSION OF OVERALL OM NEU PANEL ON SIDE ` STOREFRON T WIDTH PIER TO OF POP -OUT DIMENSION FROM CORNS POP -OUT OTHER SIDE SIM. OF POP-OUT TO SIGN 00 "G" STOREFRONT GLAZING NOT SHOWN FOR CLARITY. EO "A" STOREFRONT SIGN J _ T T 6b 1 /2" S PANEL O NT QI NOTE: ALL VERTICAL REVEALS ON PLATFORM TO LINE UP WITH VERTICAL REVEALS ON CURTAIN WALL. NOTE: ALLOW THREE WEEKS LEAD TIME FOR FABRICATION OF MILLWORK ITEMS BY RMI AFTER SUBMISSION OF REQUIRED DIMENSIONS. MI Zia EX'S MALL NEURAL PIER 3/4" WHITE MAPLE PANELS, TYPICAL 6.G.5 &LAZING S.115-CONTRACTOR TO INSTALL NEW S CLEAR ANODIZED ALUMINUM BREAK METAL OVER WHITE MAPLE PANELS. INSTALL USING CONTACT ADHESIVE, TYPICAL. RETURN BREAK METAL INTO (BEHIND) REVEAL 4 AROUND WIN& WALL WHITE MAPLE FACE 4 INSTALL ALONG BOTTOM OF PLATFORM AT STOREFRONT. / j PANEL ON SIDE OF POP -OUT DIMENSION FROM NEUTRAL PIER TO POP -OUT 9/4" X 9/4" BLACK ANODIZED ALUMINUM "II" CHANNEL TO RUN ALONE THE UNDERSIDE OF MALL SOFFIT AND TENANT STOREFRONT SUPPLIED BY AND INSTALLED BY G.G. (TYP) LAST PANEL SIZE VARIES DUE TO CLG. HEIGHT. T.G.C. TO VERIFY IN FIELD. 02400 I. THE GENERAL CONTRACTOR AT THE EARLIEST POSSIBLE TIME 15 TO VERIFY THE STOREFRONT DIMENSIONS, WING WALL N FLAT PANEL DIMENSION REQUIREMENTS. COLUMN SURROUNDS IDENTIFIED ON THI5 SHEET, AND SUBSEQUENT FIXTURE DRAWING SHEETS, THEN, RETURN (I) COPY it HOLD (I) COPY as JOB SITE WITH ALL THE DIMENSIONS FILLED IN OR CHECKED OFF. SEND TO MARK ARON AT RMI MILLWORK, INC.: - I - IS AMERICAN DRIVE, BENSALEM, PA 19020 ANY QUESTIONS GALL (215) 550 9343 EXT. 4446 OR FAX (215) 535 8406 ALLOW (9) WEEKS FOR DELIVERY OF STOREFRONT MILLWORK. 2. G.G. INFORMATION ALSO JOB SUPERINTENDANTS NAME JOB PHONE NO. (INCLUDE AREA GODS) JOB ADDRESS (WITH SPACE NO. 4 ZIP CODE) INSTALLATION NOTE: THE STOREFRONT COMPONENTS INDICATED ON THIS GI ELT ARE PROVIDED BY RPG / RMI MILLWORK AND INSTALLED SY THE GENERAL CONTRACTOR THE STOREFRONT COMPONENTS REQUIRE FIELD ASSEMBLY, TRIMMING AND A SITE TAILORING OF THE ITEMS TO FIT SPECIFIC FIELD CONDITIONS. CONTACT MARK ® RCP/RMI FOR INSTRUCTIONS. NOTE: G.G. IS TO PROVIDE ALL DIMENSIONS INHERE NOTED ON ALL "F" DRAWINGS AND TO VERIFY BY CIRGLINS ALL NOTED DIMENSIONS, INDICATING THAT THESE DIMENSIONS ARE CORRECT. NOTE: SEE SHT. A3O FOR STOREFRONT PLAN, ELEVATION AND ALL STOREFRONT DIMENSIONS. NOTES FURRED PARTITION SEE AI.O. EX'S DEMISING WALL LEASE LINE EX'S NEUTRAL PIER. POP -OUT LEASE LINE NEW i" x i BLACK ALUMINUM "U" CHANNEL SUPPLIED 4 INSTALLED BY 6.C. TYPICAL NO EXPOSED FASTENERS TYP. RETURN BREAK METAL BEHIND. REVEAL ED 2-8 NEW PANEL SYSTEM NEA WHITE MAPLE WIN& WALL NEW WHITE MAPLE PANEL T. &.C. TO INSTALL $4000 FILLER BEHIND BREAK METAL BASE TRIM AT OUTSIDE Or WHITE MAPLE WINS WALLS -TOP OF TRIM PIECE MUST BE SANDED SMOOTH 4 FINISHED TO MATCH WHITE MAPLE FINISH. 60.5 GLAZING SUB - CONTRACTOR TO INSTALL NEW 6" CLEAR ANODIZED ALUMINUM BREAK METAL OVER WHITE MAPLE PANELS. INSTALL USING CONTACT ADHESIVE, TYPICAL. RETURN BREAK METAL INTO (BEHIND) REVEAL 4 AROUND WIN& WALL WHITE MAPLE FACE 4 INSTALL ALONG BOTTOM OF PLATFORM AT STOREFRONT. DETAILS ® NEUTRAL PIERS SCALE: I" = I' - • 6.G. TO FILL IN THE FOLLOWING INFORMATION. I' 2 NOTE: S.C. IS TO PROVIDE ALL DIMENSIONS WHERE NOTED ON ALL "F" DRAWINGS AND TO VERIFY BY CIRCLING ALL NOTED DIMENSIONS, INDICATING THAT Ti IEOL DIMENSIONS ARE CORRECT. 012400 10 400 R^CEIVED CITY OF TUKWILA PERMIT CENTER ARCHITECTURE H INTERIOR DESIGN NICHOLAS J. TRIGARIGO CONSULTING ARCHITECT LA 42941 ME 0994 MD .3965 -R MA 04596 MI 026396 MN 015993 MS 01346 MO 4A 4 Y , 41959 NE 0A -1139 NV 01698 NH 41112 NJ 406411 NM 41924 NY 0012094 NC ':5085 ND 1695 OH 46055 WA 14906 AL #1926 AK AZ #18950 AR 01595 GA 1.-015102 CO 0G -2445 CT 05005 DC 43495 DE 42095 FL 47605 GA 09478 HI 0AR-05691 ID #1921 IL 0001 -010919 IN 04114 IA 42384 KS 02/T7 THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE 1. PROPERTY OF THE TRICARICO GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED D MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF T. DESIGN PROFESSIONAL SHALL '. BE AT THE SOLE RISK OF THE OTHER.+. FURTHERMORE T. CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD me DESIGN PROFESSIONAL 'HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSL EXPENSES AND ATTORNEYS. FEES ARISI.o OF MODIFICATION OR REUSE. OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL SUB-CONTRACTORS WORKING FROM THF-SE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT. TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MFA:y'REMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECT Y TO THE INDICATED 51.. DATE: 42116 © ALL RIGHTS RESERVED ISSUE 8/20/01 CLIENT 8/20/O LANDLORD 8/20/0 BUILDING DEPT. 8 /20 /O I VENDORS DATE: PROJECT: LOCATION: SPACE #D404 SOUTH CENTER MALL TUKWILA, WA DRAWING NO. GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 ,692.0222 F 973 .692.0223 E ttg@trlcarlco.com Oil 0 NYPROYED SEP 1 2 2001 AS H0It1 THE CHILDREN'S PLACE 0R PA RI SC SD TN TX Uf VT VA 02209 12608 .6 -8030 01077 02126 15754 1012534 18986 01955 01299 .120 WV 01486 WI 0A -S099 WY 1C -1001 PR 014495 GUAM 0952 No. REVISIONS / BY: PROJECT NO. DRAWN BY 10302 AG SCALE: CHECKED BY: AS NOTED HA / JRA DATE: E5/20/0 APPROVED BY I DRAWING NAME: STOREFRONT MILLWORK DETAIL PLAN NICHOLAS J. TRIGA- GO GONSULTING ARGHI Sr GTC','d 0 0 H v 0 J V 51 0 U- 'LOT SCALE: 1 I 1r , - I r Tr - Tr �r 1r - -- Tr I LAN \/IEW (OPTIMUM SETUP FOR SALES PERSONEL) SCALE: I/ = ' -O" 3 "9 HALF RD CUT OUT SENSORMATIG PIN $ TAG DRAWER FUSION MAPLE LAM. 6E5 4 DRAWER FACES (TYP WHITE MGP INTERIOR,:. (TYP) PANEL (TYP) WIRE CHASE *SEE LOCATION OF "6O BACK BAR" BELOW. SERVICE SIDE ELEVATION (SHOWN NO 11 60 BACK BARS" OR BOLTS, WASHERS & ACORN NUTS) SCALE: I/2" = 60 BACK BARS (TYP.) ACORN NUT (TYP.) WASHER (TYP BRUSHED ALUMINUM LAMINATE (TYP) WASHER (TYP) BOLT (TYP) BOLT (TYP.) WASHER (TYP) 60" Sb' FUSION MAPLE LAM. ' ADJ. SHELF W/ 3' HALF RD. CUT OUT (TYP) 2" X 12" ACCESS PANEL W/ 3" RD. GUT OUT (TYP) 1 SENSORMATIG UNIT TYP. 5"4+ HOLE (TYP.) CASHWRAP UNIT, TYP. PULL OUT PHONE SHELF 60" 15' -0" BOLT (TYP) WASHER (TYR) _d 5"0 HOLE (TYP) / — TENANT PROVIDED AND S.G. INSTALLED UNDER 'COUNTER HANGAR RACK SYSTEM. (I) PERI WELL, TYP. INSTALL PER MANUFACTURER'S, INSTRUCTIONS. MOUNT 4" INTO OPENING FROM REAR FACE OF. CABINET: CASHWRAP BUMPER REFER' TO DETAIL T/F5O b0" � LUSTOMER SIDE ELEVATION (SHOWN W /0, BACK BARS" OR BOLTS, WASHERS ACORN NUTS SCALE :I/2" ( - INSTALL ONLY (I) GO BACK BAR ON SIDE OF GASHWRAPFURTHEST FROM THE STORE ENTRY, THIS PLAN SHOWS (2) FOR CLARITY. ADORN NU,T, BOLT 4 4 WASHER (TYP.) 011900 03020 05080 REMOVE SHIPPING CLEATS FROM 51DE5 6 AT BASES PRIOR TO 'BOLTING UNITS TOGETHER. CUT AND GLUE BRUSHED ALUMINUM LAMINATE TO KICK EASE. ON CUSTOMER SIDE OF GASH WRAP. ATTACH "GO : BACK BARS TO ENDS OF GASH WRAP TOP RADIUS UNIT. SEE , ASSEMBLY INSTRUCTIONS NOTE 511.,, WHITE MAPLE WOOD COLUMN UNITS,TYP. BOTH 51DE5 OF BAGKWRAP UPPER RADIUS UNIT G.C. BLOCK BY (TYP) SIDE PANEL. (TYP) LLOW LOWER RADIUS BASE CABINETS L SCALE. I/2" = - 1 -6" FRONT ELEVATION SCALE: 1/2", = 1' -0" I-I/2" TOP GNP FLAN SECTION THRU "IMPACT GRID" AREA EXPOSED END GRAIN EXPOSED END'. GRAIN 0 12 5 UNIT GASH WRAP - 12' SACK BAR / 4 UNIT GASH WRAP IS' BACK BAR LASE: MILLWORK CONTRACTOR TO ADJUST SAGKWRAP HEIGHT TO ACCOMODATE REDUCED GYP. BD. SOFFIT HEIGHT. INVITE MAPLE WOOD COLUMN UNITS, TYP. BOTH 51DE5 OF BACKWRAP 05080 02G. INSTAL:L'BACKWRAP TIGHT TO CEILING RIGHT SIDE WOOD COLUMN NOT SHOWN FOR CLARITY. BLOCK'. BY 6.0. (TYP) BLOCK SY 6.C.1 (TYP)., I. ATAGH BASE GASINETS TO WALL 2. GUT BLOCKING (SUPPLIED BY 6.0) FOR UPPER (ALL 3) RADIUS UNITS. 3. ATTACH BLOCKING TO WALL, HOLDING BLOCKING SACK I -I/2" +/- FROM EACH END OF EASE 04515515. MAKE SURE BLOGKIN6 WILL REGE55 INTO RADIUS UNITS. 4. ATTACH LOWER RADIUS UNIT (SMALLEST OF THE 3 SITS 5/4" x 5/4" EDGE BLOCK FACING. UP) TO BASE CABINETS. FINISH NAIL OR SCREW TO OLOGKIN6, 5. PLAGE SHALOWER RADIUS UNIT ONTO LOWER RADIUS UNIT. FINISH NAIL OR SCREW TO BLOCKING, 6. PUT IMPAG GRID IN PLAGE (HOLD WITH TAPE). BUT DO NOT SCREW CLIPS TO SHALLOW RADIUS UNIT AT THIS TIME. * SEE NOTE. 12' BACK RECEIVES: (2) PIEGE5 44" H x 48" W. WITH GUTS TO REAR (I) PIECE 44" H x 46" IN WITH GUTS TO REAR (12) MOUNTING CLIPS. IS BACK BAR REGEIVES: (5) PIECES 44" H x 45" W. WITH GUTS TO REAR (I) PIECE 44" H x 46" W. WITH CUTS TO REAR (IS).MOUNTIN6 CLIPS. T. PLAGE UPPER RADIUS UNIT (WITH 3/4" x 5/4" EDGE BLOCK FACING DOWN) ONTO SHALLOWER RADIUS UNIT. FINISH NAIL OR SCREW TO BLOCKING. a. IF RESUIRED ROUTE OFF SCRIBE S TOP 50 I -I/2" GAP ALIENS W/TOP GAPPING ON IMPAG GRID ALONE, WALL ON EACH SIDE OF BACK EAR. E. PLACE I -1/2" TOP GAP ONTO UPPER RADIUS UNT. FINISH NAIL OR SCREW DOWN TO UPPER RADIUS UNIT. 9. PUT' SIDE PANELS IN PLAGE (WITH 5/4" x 5/4" EDGE BLOCK 60156 BETPESN UPPER 4 LOWER RADIUS UNITS) FINISH NAIL TO RADIUS UNITS. CO. 5EGURE IMPAG GRID IN PLACE USING (4) MOUNTING CLIFF PER PANEL. SCREW CLIPS TO SHALLOWER RADIUS UNIT. MAKE SURE ALL HORIZONTAL WIRES ALIEN. II. IN STORES WHERE THERE 15 NO SOFFIT AN ADDITIONAL TOP RADIUS UNIT W/TOP GAP S FINISHED SIDES 15 SENT. GUT BLOCKING, it ATTACH BLOCKING TO WALL. FINISH NAIL TOP RADIUS UNIT TO BLOCKING. * NOTE: IMPAG GRID GAN BE SLID IN FROM SIDE AFTER ATTACHING ALL RADIUS UNITS, BUT PRIOR TO ATTACHING SIDE PANELS. THIS MAY SE MORE DIFFICULT SINGE SPACE AT SIDES IS LIMITED DUE TO WALL SYSTEM. ASSEMBLY INSTRUCTIONS (READ PRIOR TO ASSEMBLY) O IF THERE ARE ANY SUESTIONS OR PROBLEMS GALL: MARK ARON AT RMI MILLWORK, INC., 215- 638 -9343 EXT.4448 N.T.S. BUMPER GUARD 'ASSEMBLY INSTRUCTIONS ATTACHING MOUNTING BASE I. OUT EXTRUSION TO FULL LENGTH OF GASH WRAP. 2. GUT EASE EXTRUSION'. BACK SY' 2 ". 3. HOLDING BASE EXTRUSION I" FROM.. ENDS S Sfti' UP FROM TOE KICK, ATTACH EVERY 4 TO. B INCHES. USE 55 PAN HEAD SELF TAPPING, SHEET METAL SCREWS (SUPPLIED ST 5.G) MAKING SURE END SCREWS ARE Vi "' IN FROM THE GUT END OF THE MOUNTING SASE EXTRUSION. INSTALLING END CAPS I. SNAP ON END GAPS AND ALIGN. WITH EDGE OF CASH. WRAP. 2. SECURE WITH 78. PAN. HEAD SELF TAPPING SHEET METAL SCREWS (SUPPLIED SY 6C) INSTALL FLEXIBLE TOP SIMPER I. GUT TOP EUMPER TO FIT PRECISELY OVER END GAPS PLAGE LOWER LIP OF BUMPER ON TRACK OF EASE. SNAP IN PLAGE BY SAND OR WITH A RUBBER MALLET. GASHWRAP BUMPER DETAIL 011900 093590 RECEIVED CITY OF TUKWIIA'. ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRIGARIGO CONSULTING ARCHITECT LA 72941 ME 7914 MD 79963 -R MA 74516 MI 725916 MN 715443 M3 71946 MO 7A -4565 MT 71959 NE 7A -1739 NV 71610 NH 71112 NJ 706411 NM 71124 NY 7012094 NG 73005 ND 7015 AL 71926 AK AZ 718150 AR 71595 GA 76015102 GO 762445 CT 75005 DG 73489 DE 72019 FL GA 73470 HI :7;05.1 ID 71921 IL 7001- 010119 IN 74114 IA 72984 KS 7211 KY 72116 Q ALL RIGHTS RESERVED THIS DRAWING, THE". DESIGN INDICATED, THE FORMAT'. AND ARRANGEMENTS ARE THE PROPERTY OF THE TRI GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED DCSIENIGN MATERIALS B1". THE CLIENT, AGENTS OF, THE GLIEJT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN FROFES5IONAL SHALL BE AT THE SOLE RISK', OF TH`c OTHERS. FURTHERMORE THE CLIENT'ASRIES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL IGLAIMS, IN..1.1RIESIDAMAGES, LOSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REJ5E OF THESE MATERIALS THE GENERAL CONTRACTOR AND /OR ALL SUE- CONTRACTOR WORKING, FROM THESSE. PLANS AND'. SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO' CONTACT 'M1E ARCHITECT OR HIS REPRESENTA.TIVE''. REGARDING MEASUREMENTS,' IF SUCH MEALUREMENTS DO NOT APPEARIGORRBCT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE: ISSUE OH 76058 8/20/01 CLIENT 8/20/01 LANDLORD 8/20/01' BUILDING DEPT. 8/20/01 VENDORS DATE: No. PROJECT: PROJECT NO. 10302 SCALE: AS NOTED DATE. 8/20/01 DRAWING NO. co (W IV15r>V, kPFROVED SEF 1 2 2001 NICHOLAS J. T CONSULTING A GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 .692.0222 F 973 .692.0223 E ttg@Irlcarlco,com THE CHILDREN'S PLACE OR PA RI SC SD TN TX 78100 UT 71955 VT 71297 VA 74220 WA 74506 WV 71406 WI 7A -509'1 WY 7C -1001 PR 714485 GUAM 7392 REVISIONS / BY: LOCATION: SPACE 4 SOUTH CENTER MALL TUKWILA, WA DRAWN BY: EGB CHECKED ST: HW / JRA APPROVED BY: •2209 72606 75 -8030 71011 72126 73754 7012534 DRAINING NAME : GASH WRAP' BA K 'WRAP ASSEMBLYI DETAII5 C,R'Cp Q Q z W o z 0 I- V 0 EQ OPP LIFT - OUT GATE EQ OPP 0 MTL. STUD FRAMING F LL ddm r4 I N EXISTING BUILD COLUMN. SEE FLOOR PLAN FOR LOCATION, TYP. G.G. TO MAINTAIN ALL REQUIRED RATINGS. ®TYPICAL COLUMN SURROUND ®TYPICAL MIRROR FACE ©4 SIDED COLUMN SURROUND SCALE: I" I' -O" SCALE: 3/4" = I' -O" SCALE: NTS COLUMN SURROUND DETAILS SCALE: /4" WRAP TIGHT AS OSS = E FINISHED MATER DIMENSION GYP BD. TO GYP. BD. DIMENSION NOTE: SEE DETAIL 62 FOR ASSEMBLY OF WHITE MAPLE COLUMN 1 SURROUND. 5/8" TYPE 'X' GYP. BD. 0 6 T.G.G. TO WRAP BUILDING COLUMN TIGHT WITH WHITE MAPLE COLUMN ENCLOSURE ALL SIDES OF COLUMN TO RECEIVE STANDARDS WHITE MAPLE PANELS, TYP. COLUMN SURROUND Yi/STANDARDS ASSEMBLY INSTRUCTIONS READ PRIOR TO ASSEMBLING: I ATTACH SIDE PANELS W/ BLOCKING TO FLAT PANEL. 2. SLIDE 3 SIDED UNIT AROUND DRYWALL COLUMN 4 SHIM WHERE REQUIRED. 3. SLIGHTLY SPREAD SIDES W/ROUTS APART 4 GLUE BISGUITED PANEL BETWEEN THE TWO SIDES. THIS WILL LOCK ALL FOUR SIPES TOGETHER. 4. GLUE ON 4 LOOSE CORNERS 6 BRAD 6 TOP 4 BOTTOM ONLY. 5. CUT BASE 4 WRAP BOTTOM OF COLUMN SURROUND. S. GUT TOP GAP, TOE NAIL 4 COUNTERSINK HEAD INTO TOP OF SURROUND. 117.7.7 nrIpn /1r -TAI (GLtnwAl w/n Tnta r_AtDc, , IMPnrT �ralr 5/8 TYP. 'X' GYP. BD. OVER METAL STUD FRAMING WRAPPED TIGHT AROUND MALL STRUCTURE TO 6" ABOVE CEILING. MINN% A):594 Ilk ral -I, � m/ 1A 1111W A J � I / �� I I. !II 5/4" x 5/4" REVEAL WITH END &RAIN MAPLE FLOORING (WD -I ) ON TOP OF PLATFORM !al ATniaM Pail INS /')Tall 5/8 TYP. 'X' 5YP. BD. OVER METAL SOD FRAMING WRAPPED TIGHT AROUND MALL STRUCTURE TO 6" ABOVE CEILING. WHITE MAPLE COLUMN SURROUND WRAP TIGHT TO GYP. BD. WHITE MAPLE COLUMN SURROUND WRAP TIGHT TO GYP. BD. RAIL SECTION ON PLATFORM ALL RAIL MILLWORK 4 LAMINATE SHOWN ARE PROVIDED BY RMI MILLWORK 4 INSTALLED BY T.G.C. MMET INSERTS WHITE MAPLE PANELS LINE OF 8"x8" MAPLE COLUMN ENCLOSURE OR WING WALL BEYOND END GRAIN (TYP BOTH SIDES) 5/4" PLYWOOD I x 5 MAPLE TRIM FUSION MAPLE LAMINATE C= OVER 5/4" PARTICLE BOARD. LAMINATE PROVIDED BY MILLWORK VENDOR INSTALLED BY T.G.G. METAL STUD FRAMING ® 16" C.G. 4" H WOOD BASE(WB -I I. THE GENERAL CONTRACTOR AT THE EARLIEST POSSIBLE TIME 15 TO VERIFY THE STOREFRONT DIMENSIONS, WHITE MAPLE WING WALL 4 PANEL SIZES, COLUMN SURROUNDS IDENTIFIED ON THIS SHEET, AND SW35E:UENT FIXTURE DRAWING SHEETS, TEEN, RETURN (I) COPY 6 HOLD (I) COPY o JOB SITE WITH ALL THE DIMENSIONS FILLED IN OR CHECKED OFF. SEND TO MARK ARON RMI MILLWORK, INC.: TIE AMERICAN DRIVE, BENSALEM, PA 19020 ANY QUESTIONS GALL (215) 658 -9345 OR FAX (ES) 656 4349 ALLOW (3) PSE) S FOR DELIVERY OR OF STOREFRONT MILLWORK. 2. CONTACT ALAN ODELL ® THE CHILDREN'S PLACE 8 (201) 519 -2400 EXT. 2405 WITH THE ROUGH OPENING DIMENSIONS PER THE STOREFRONT SIGN BOX 4 THE WHITE MAPLE FLY STOREFRONT SIGN BOX FACE PANEL. 3. G.C. INFORMATION ALSO: JOB SUPERINTENDANTS NAME JOS PHONE NO. (INCLUDE AREA CODE) JOS ADDRESS (WITH SPADE NO. 6 ZIP CODE) PLAN ® VNINDOIN RAILING I. END PANEL DIMENSIONS VARY. IF DIMENSION 15 LESS THAN 12 ", CENTER GATE IN OA. WIDTH FOR AN ODD NUMBER OF 2' -0" PANELS. 2. PLAN 6 ELEVATION SHOWN ARE FOR REFERENCE PURPOSES ONLY. REFER TO SHEET A3.0 4 RMI MILLWORK PROVIDED ASSEMBLY INSTALLATIONS FOR SPECIFIC INFORMATION. C TOREFRONT OLUMN END GRAIN N ELEVATION 0 WINDOW RAILING 072401 LINE OF ACOUSTICAL CEILING. LUTAWAY OF G.W.B. CURTAIN WALLS BOTTOM OF GYP. BD. SOFFIT ABOVE CORNER UNIT SHOWN HATCHED. DO NOT EXTEND BELOW TOP OF WHITE MAPLE PANELS. GENERAL CONTRACTOR TO INSTALL TENANT PROVIDED WHITE MAPLE CORNER PANELS TIGHT TO BOTTOM OF GYP. BD. CURTAIN WALL. BLOCK AS REDO DO NOT INSTALL METAL FRAMING INSIDE CORNER PANEL ASSEMBLY. WALL WITH RECESSED STANDARD TRIM BOTTOM OF CORNER PANELS AS REQUIRED FOR TIGHT FIT TO BOTTOM OF GYP. SD. CURTAIN WALL ABOVE. SCALE: N.T.S. O.G. GROMMET INSERTS " HAND RAIL LINE OF PLATFORM VARIES - SEE PLAN VARIES - SEE PLAN — FUSION MAPLE LAMINATE - - NOTE: BOTTOM OF GYP. SD. CURTAIN WALLS TO ALIGN WITH BOTTOM OF GYP. BD. SOFFIT (AREA ABOVE CORNER UNIT SHOWN HATCHED). TYPICAL CORNER PANEL � 4" H WOOD BASE( WB -I ) WHITE MAPLE WING WALL 1 NT O/2(i y 6.1N9. OVER METAL STUD FRAMING CURTAIN WALL BY GENERAL GONTR4GTOR. WALL WITH RECESSED STANDARDS. <W5-1)0N CORNER PANEL. 2' -0" WHITE MAPLE PANELS (INCLUDING GATE) NUMBER OF PANELS VARIES DUE TO STORE WIDTH END GRAIN x 3 MAPLE TRIM ON FACE OF PLATFORM 3/4' CONT. REVEAL RECE'VED CITY OF TUF WILA PERMIT CENTER 097598 ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRICARIGO CONSULTING ARCHITECT LA 42947 ME 4474 MD P5965-R MA 44576 MI 428376 MN 415999 MS 41348 MO 4A 12.62 mr 41359 NE 4A -1734 NV P16. NH 41112 NJ 406411 NM 41/24 NY 4012044 NC 43085 ND 48/5 OH .6058 WA 44506 AL 41426 AK A2 413750 AR 41595 GA 4 -015102 CO 4C -2445 CT 45005 DG 49489 DE 42079 FL 47609 GA 434/8 HI PAR -05697 ID 4192i IL 4001 - oicr. 9 IN 44114 IA P2554 KS 42,7 42116 © ALL RIGHTS RESERVED THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRIGARICO GROUP. ANY USE OR RIBSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE. THE CLIENT A6RE -S TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES; LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERA!. CONTRACTOR' AND /OR ALL 5U8- CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO' SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SU'GH MEAPP, REMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR EGALE' CORRECTLY TC' THE INDICATED SIZE. NNW DATE: ISSUE 8/20/01 CLIENT 8/20/01 LANDLORD 8/20/01 BUILDING DEPT. 8/20/01 VENDORS DATE: PROJECT: No. GROUP 500 VALLEY ROAD Q WAYNE, NJ 07470 Ll T 973 .692.0222 F 973 . 692. 0223 E ttg@trlcarlco.com iUKWiLA gT1 ,DVEO s[p 1 2 7001 IS NOTED Df11G DM'�M THE CHILDREN'S PLACE OK 42203 OR 42608 PA 48030 RI PICT/ SG 42126 SD 43754 TN 4012534 TX 48788 UT PI555 VT 41297 VA 44220 WV 01486 WI MA-5011 WY 4C -1001 PR 414455 GUAM 4952 REVISIONS / BY: LOCATION SPACE #17404 SOUTH CENTER MALL TUKWILA, WA PROJECT NO. DRAWN BY: 10302 T.R.P. SCALE: CHECKED BY AS NOTED HW / JRA DATE: 8/20/0 APPROVED BY: DRAWING NAME: COLUMN MILLWORK DET • IL NICHOLAS J. TRIO ' _ ' 0 GONSULTI NG AR GT DRAINING NO. - 4.0 430: ECT 1= d U EXISTING ROOFTOP UNIT SCHEDULE UNIT: AN FILTER ELECTRICAL: COOLING: COMP: COND. POWER EXHIPl15T: 6545 HEAT: TAG LOCATION TONS: MIN' OSA GFM HP R.P.M. £' W.G. TYPE NO. EFF. VOLTS -PH -Hz MCA MOGP MBHT MBHS EDE ENS NO. kW EAT HP HP !NWT MBH OUTPUr MBH EAT LAT .7. WT. MANUFACT URER MODEL ® ® SPACE *404 1.5 650 3p00 2.4 815 0.8 DISP. 4 30% 208 -3 -60 40,1 45 89 66 .0 80 67 2 8.04 95 015 025 125 100 65 40.3 932 ABBIER 48T 1 ,21 AL ® SPACE *404 1S 650 3,000 2.4 815 0.8 2 DISP 4 50% 208 - 5 - bO 40.1 45 89 66.8 80 6T 2 0.04 95 025 0.25 125 100 65 98.3 932 CARRIER 48,11,008 -521 REMARKS, BASIS OF DESIGN: CARRIER 48TJ120O8-521 ROOFTOP UNIT TO BE RETROFITTED WITH ENTHALPY CONTROLLED ECONOMISER WITH POWER EXHAUST, LOW AMBIENT HEAD PRESSURE CONTROLS, SMOKE DETECTOR, DEBONAIR PROGRAMMABLE THERMOSTAT AND 120 VAC. 6FGI CONVENIENCE OUTLET, IF NOT EXISTING. ' DIFFUSER AND GRILLE SCHEDULE TYPE DESGRIPTION "SAD 11 STEEL GONSTRUGTION, SURFACE OR LAY -IN MOUNT, ROUND NECK CE ILING DIFFUSER WITH REMOVABLE FAGS PANEL. PROVIDE WITH STANDARD WHITE FINISH, MODEL *D -15 OPPOSED BLADE DAMPER, MODEL "DB" DIRECTIONAL BLOW CLIPS FOR AIRFLOW OTHER THAN 4-WAY BLOW AND PLASTER FRAME FOR SURFACE MOUNT. TITUS OMNI OR APPROVED EQUIVALENT. 11 RET STEEL CONSTRUCTION RETURN AIR GRILLE WITH BLADES ON 3/4" CENTER, PARALLEL TO LAY - B D O RDER FOR NSDT SET N OEIL it OR S TER T FRAME SUITABL INSTALLATION IN DRYWALL TYPE CEILING. TITUS MODEL 35ORL OR APPROVED EQUIVALENT. 11 ii TR STEEL CONSTRUCTION, SURFACE MOUNTED, LOUVERED FAGS GEIL6 DIFUSER PROVIDE WITH STANDARD WHITE FINISH AND OPPOSED BLADE DAMPER. TITUS MODEL F *301 -RS OR APPROVED EQUIVALENT. IA 12' =DIA, N - 5000 GFM FULL VD 28X14 41/4 8" DIA. N. XISTING TOILET EXHAUST FAN O REMAIN. REFURBISH TO IKE NEW" CONDITION. EXISTING TOILET EXHAUST DUCT. 4W 6" DIA. N 6" DIA ACCESSIBLE FITTING RM. NI CL-6-1 CONTRACTOR TO REMOVE EXISTING SMOKE EVACUATION FAN. VD _ - Ma VT X1 1 I, 11__ 11' "18 - 24X24 20X12 -- - 4W 12" DIA. N. 16X10 I6XIO 41A1 12' DIA. N. 4A 12" DIA. N. f' -C DIMEhL 11' -4 1/2 O 0 0 SCALE: I /8"= I' -O" 23' -4" GLG -5 EXISTING TOILET ROOM EXIST RATED CORRIDOR !EXIST 8' -O" MECHANICAL F AN TENANT'S MECHANICAL CONTRACTOR SHALL ACCOMPLISH THE FOLLOWING: 24' -0" 2 THE SOUTH CENTER MALL "TENANT CRITERIA MANUAL" FORMS A PART OF THESE SPECIFICATIONS. ANY DISCREPANCY BETWEEN T IL0L SPECIFICATIONS AND THE "TENANT CRITERIA MANUAL" THE MANUAL SHALL SUPERSEDE. ANY EQUIPMENT REQUIRED OF THE MANUAL BUT NOT SHOWN ON TI I T SPECIFICATIONS SHALL BE PROVIDED AT THIS CONTRACTOR'S EXPENSE. TENANT'S MECHANICAL CONTRAOTOR SHALL REMOVE AND DISPOSE OF THE FOLLOWING: I. THIS CONTRACTOR SHALL REMOVE EXISTING DUCTWORK, DIFFUSERS, RESISTERS AND ALL WORK PERTAINING TO THE EXISTING HVAC, SYSTEM. 2. CONTRACTOR TO REMOVE EXISTING SMOKE EVACUATION FAN AND ALL ASSOCIATED EQUIPMENT. CONTRACTOR SHALL REPAIR ROOF USING LANDLORD'S ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. I. UPGRADE THE EXISTING. ROOFTOP UNITS TO "LIKE NEW" CONDITION. REPLACE FILTERS, BELTS, MOTORS AND ALL OTHER SERVICEABLE PARTS AS REQUIRED. POWER WASH COILS THOROUGHLY TO REMOVE ALL FOREIGN MATTER. UNITS MUST PERFORM TO NAMEPLATE SPECIFICATIONS. REPLACE IF REQUIRED. A. CONTRACTOR TO CONFIRM THAT THE EXISTING SYSTEM MEETS OR EXCEEDS THE REQUIREMENTS AS SHOWN ON THE HVAC CALCULATIONS. CONTRACTOR TO CONFIRM THAT ALL ITEMS INDICATED, ARE PRESENT AND IN 6000 WORKING ORDER. ITEMS MISSING OR NOT FUNCTIONING MUST BE REPLACED AT THIS CONTRACTOR'S EXPENSE. 2. EXISTING TOILET EXHAUST FAN TO BE REFURBISHED TO "LIKE SEA" CONDITION. REPLACE IF REQUIRED. 3. DUCTWORK: THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL, IN COMPLIANCE WITH THE MOST REGENT SMAGNA STANDARDS FOR LOW AND MEDIUM PRESSURE, NEW DUCTWORK, INSULATION, FLEX DUCT, GRILLES, RESISTERS, DIFFUSERS, VOLUME DAMPERS, FIRE DAMPERS, SMOKE DETECTORS, SECONDARY CONDENSATE DRAIN, ETC. NECESSARY TO RENDER THE SYSTEM OPERATIONAL AS DESCRIBED IN THESE PLANS AND SPECIFICATIONS AND AS REQUIRED BY THE LANDLORD, LOCAL AND STATE CODES. 4. CONTROL WIRING AND CONTROLS: THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL ALL NECESSARY AIRING (IN CONDUIT IF REQUIRED) AND CONTROLS REQUIRED TO PROVIDE A COMPLETE AND OPERATING SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL PROGRAMMABLE THERMOSTATS WHERE SHOWN ON THE DRAWIN65. 5. ALL DUCTWORK SHALL BE HUNG AS HIGH AS POSSIBLE TO MAINTAIN ARCHITECTURAL CEILING HEIGHT REQUIREMENTS. 6. ALL UNEXPOSED DUCTWORK SHALL BE INSULATED WITH I 1/2" THICK FIBERGLASS FIRE RETARDANT VAPOR SEAL INSULATION. DUCTWORK WITHIN 10 OF THE UNIT SHALL BE INTERNALLY LINED WITH I" ACOUSTICAL INSULATION. DUCT DIMENSIONS ARE NET FREE AREA ONLY. DUCT SIZE MUST ACCOMMODATE INSULATION THICKNESS. 1. FIRE DAMPERS MUST BE INSTALLED AT ALL LOCATIONS WHERE DUCTWORK PENETRATES A FIRE RATED WALL. PROVIDE ACCESS DOORS AS REQUIRED. FIRE DAMPERS TO BE OF THE TYPE APPROVED BY THE AGENCIES HAVING. JURISDICTION. 8. TENANT'S MECHANICAL CONTRACTOR 15 RESPONSIBLE FOR COMPLYING WITH ALL THE LANDLORD'S SPECIFICATIONS FOR THIS INSTALLATION. 9. WHEN NEW DUCTWORK CONFLICTS WITH EXISTING DUCTWORK, PIPING, ETC., NEW DUCTWORK SHALL SE SET UP OR DOWN AS REQUIRED. 10. PROVIDE SPLITTER OR VOLUME DAMPERS ON ALL NEW SUPPLY AIR DUCT SPLITS AND TAPS AND AIR EXTRACTORS ON ALL SUPPLY AIR REGISTERS. II. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL CEILING DIFFUSERS AND REGISTERS. 12. WHEN THE SMOKE DETECTOR, IN RETURN DUCTWORK, ACTIVATES IT SHALL SHUT DOWN THE ROOFTOP UNIT. - 13. IN ALL ROOMS WITH WALLS TO THE DECK ABOVE, AN OPENING OF TWO SQUARE FEET SHALL BE LEFT ABOVE THE HUNG CEILING UNLESS OTHERWISE NOTED. IF THE WALL 15 FIRE RATED, A FIRE DAMPER SHALL BE INSTALLED IN THE OPENING. 14. THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL A CONDENSATE DRAIN SYSTEM PER THE MANUFACTURERS RECOMMENDATIONS AND THE LANDLORD'S REQUIREMENTS. INTERIOR CONDENSATE DRAIN LINE SHALL BE INSULATED 5411TH 1/2" THICK ARMAFLEX. 15. THIS CONTRACTOR 15 TO HIRE LANDLORDS SPECIFIED CONTRACTOR FOR ALL ROOF PENETRATIONS AND REPAIRS. 24' -0" FITTING RM. VESTIBULE GLG -I 4' -O ADJACENT TENANT 148' -8" LEASE DIMENSION ADJACENT TENANT ! GLG -1 I I' -N" 24 - 0" ERVICE CORRIDOR SALES AREA 2 UT ON LEGEND AND NOTES SAD RET TR FD BD (W (E) (R) • 1 CEILING SUPPLY AIR DIFFUSER 24X24 CEILING. SUPPLY AIR DIFFUSER 12X12 CEILING RETURN AIR GRILLE 24X24 • CEILING RETURN AIR GRILLE 12X12 O THERMOSTAT NEW DUCTWORK NEW DUCTWORK WITH ACOUSTICAL LINING. J VD VOLUME DAMPER - TYPE OF AIR DEVICE AIR QUANTITY 1 .W 12" DIA. N- NECK 512E, ROUND OR RECTANGULAR DIRECTION OF AIR FLOW SUPPLY AIR DIFFUSER RETURN AIR GRILLE TOP REGISTER FIRE DAMPER SAGKDRAFT DAMPER SMOKE DETECTOR NEN EXISTING RELOCATE HVAO KEY TO SYM6OLS SEE SHEET TTM -I fr2(DY HEAT A I N OALCULATI ONS SEE SHEET TTM- 1 ECEIVED CITY R OF TI!i(W ILA PERMIT CENTER ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRIGARIGO CONSULTING ARCHITECT LA .2447 ME *914 MD .3965-R MA .4576 MI .263,6 MN *155495 MS .1346 MO *A -4565 MT .1959 NE .A -1159 NV .1618 NH .1112 NJ .06411 NM .1124 NY .012094 NC .3085 ND 0675 OH .6056 WA .4306 AL .M26 AK AZ .13150 AR .1595 GA *C -015102 CO 0G -2445 CT .5005 DG .3433 DE .2013 FL .7605 GA .3418 HI OAR-05697 ID .1321 IL .001 -010119 IN .4114 IA .2584 KS .3717 KY .2115 © ALL RIGHTS RESERVED THIS DRAINING, THE DESIGN INDICATED, Tie FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRIGARIGO GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW A. WRISTEN APPROVAL OF T E DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY Ati ,HOLD., THE DESIGN EAL HARMLESS FROM ALL CLAIMS, '.IWURIE5, DAMAGES, , LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION. OR REUSE OF THESE MATERIALS. THE GENERAL. CONTRACTOR AND /OR ALL SUB-CONTRACTORS WORKING FROM ,SSE PLANS AND SPECIFICATIONS ARE NOT To SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENT'S, IF SUCH MEASUREMENTS' DO NOT APPEAR CORRECT, ADD UP PROPERLY OR C<"AI P CORRECTLY TO THE INDICATED SIZE. DATE: 8/20/01 CLIENT 8/20/01 LANDLORD 8/20/01 BUILDING DEPT. 8/20101 VENDORS DATE: PROJECT: DATE: I55UE 5/20/01 DRAWING NO. I .O GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 .692.0222 F 973 . 692, 0223 E ttg•rlcarlco.com my TUKWIA S Fp 1 2 7001 ti)TED THE CHILDREN'S PLACE OK OR PA RI SC SD X UT VA APPROVED »x203 02605 .B -605o .1071 *2126 .3,54 .012554 *6,66 .1555 .1297 .4220 .1466 .A -509, .0 -1001 PR .14435 GUAM .352 �J(LD4)G DM3' No. REVISIONS / BY: LOCATION: SPACE #1,404 SOUTH CENTER MALL TUKWILA, WA PROJECT NO. DRAWN OF 10302 G.B. SCALE: CHECKED BY: AS NOTED HEW / JRA BY: DRAWING NAME: MEGHANIGAL PLAN AN NO ES NICHOLAS J. TRIG' GO CONSULTIN GT ht. •.','. ERED P.CCI I. GENERAL REQUIREMENTS: I. BY SUBMITTING A QUOTATION OR PROPOSAL, THE MECHANICAL CONTRACTOR EXPRESSLY STATES AND WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME FAMILIARIZED WITH JOB SITE CONDITIONS, AND 15 TOTALLY QUALIFIED TO PERFORM ALL OF THE WORK REQUIRED. 2. BEFORE SUBMITTING A FINAL : ROPOSAL, THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT THE PROPOSAL. 3. IT 15 THE INTENTION OF THESE DRAWINGS AND SPECIFICATIONS TO GALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. IF WORK 15 NOT SPECIFIED BUT REQUIREC BY CODE; THE WORK. SHALL ,BE PROVIDED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 4. IT 15 THE INTENT OF THESE SPEGIFIGATIONS TO PROVIDE A COMPLETE, FINISHED, TESTED, ADJUSTED AND OPERATIONAL MECHANICAL SYSTEM. ANY APPARATUS, MATERIAL, WORK OR INCIDENTAL ITEMS REQUIRED TO MAKE THE SYSTEM COMPLETE AND READY FOR OPERATION SHALL BE INCLUDED IN THE MECHANICAL CONTRACTORS PROPOSAL WHETHER OR NOT IT 15 SHOWN ON THE DRAWINGS OR IN THE SPECIFICATIONS. 5. THE DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY ARE INTENDED TO CONVEY THE SCOPE OF WORK AND TO INDICATE THE GENERAL ARRANGEMENT OF THE EQUIPMENT, DUCTS, PIPING, ETC.. THE MECHANICAL CONTRACTOR MIST OBTAIN APPROVED CONSTRUCTION DRAWING5 FROM THE GENERAL CONTRACTOR BEFORE BEGINNING ANY WORK. b. THE ENTIRE INSTALLATION, INCLUDING ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP, SHALL . CONFORM TO ALL APPLICABLE LAWS, GODES, AND REGULATIONS OF MUNICIPAL, COUNTY, STATE AND FEDERAL AUTHORITIES AND SHALL ALSO BE IN COMPLIANCE WITH THE LANDLORDS CRITERIA AND THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, THE STANDARD BUILDING CODE, UNDERWRITERS LABORATORIES, THE NATIONAL ELECTRICAL (ODE, NEPA TO, =DA, AND 96. 1. THE MECHANICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND LICENSES PERTAINING TO HIS WORK. 8. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS OF LEASE EXTRACTS FROM THE LANDLORD AND TENANT. W. THE CONTRACTOR SHALL FURNISH AND INSTALL AN AIR - CONDITIONING AND HEATING SYSTEM IN ACCORDANCE WITH LANDLORD CRITERIA. 10. COORDINATE Lc...A.TIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, SPRINKLE° HEADS, CEILING TILES AND DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION. II. EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE FREIGHT ELEVATOR OR STAIRS. SAID EQUIPMENT OR MATERIALS SHALL BE DISASSEMBLED A5 REQUIRED TO MEET THE RESTRICTIONS IMPOSED BY THE BUILDING OR ITS COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORK AREA. 12. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO BUSINESS ROUTINE. ALL WORK SCHEDULES SHALL BE COORDINATED WITH AND APPROVED BY THE ARCHITECT. 13. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES, WORKERS, WORK OPERATORS, ETC., REQUIRED BY THE CONTRACTOR FOR WORK PERFORMED IN ANY AREA OR SITE BUILDING SHALL BE N STRICT CONFORMANCE TO THE RULES AND REGULATIONS OF THE OWNER AND ARCHITECT, Is.. CONTRACTOR SHALL PROTECT HIS WORK AND EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT 15 DAMAGED, VANDALIZED OR STOLEN PRIOR TO , AGGEPTANGE OF'BUILDING BY OWNER AND ARCHITECT SHALL BE REPLACED. BY'i RESPECTIVE CONTRACTOR AT NO' CHARGE TO OWNER I, 1H1 15. PROVIDE ACCESS DOORS FOR ALL CONGEALED VALVES,IVENTS, DAMPERS, FIRE DAMPERS, 'EXPANSION I 1 JOINTS,, PULL BOXES,ISHOCK I ABSORBERS, IDRAINS, MOTORS, FANS, PUMPS. AND ANY OTHER( ITEM', REQUIRING', SERVICE DOORS IN PLASTER OR CONCRETE SURFACES SHALL HAVE A REGESSEDI DOOR( MITE ' CONCRETE OR PLASTER FACING! DOORS IN CARPETED OR TILED AREAS SHALL BE REGESSEDI, WITH, TILE PAGING. NO ACCESS DOORS AREI REQUIRED IN 2' X 2' AND 2'' X 4 LAY IN ACOUSTIC TILE CEILING: PROVIDE COLORED PINE TO DENOTE ACCESS TILES: FURNISH FACTORY MADE METAL AGGE55 DOORS, GOMPLETELY'FLUSH, I "ALLAN HEAD" SCREWDRIVER OPERATED, WITH FRAMES AND GAM -TYPE CATCH WITH STAINLESS 'STEEL STUD. DOORS SHALL BE NOT LESS THAN 12' X 12:" FOR HAND AGGE55. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL. FURNISH FIRE RATED DDORSI.FOR FIRE. RATED CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AS GONSTRUGTION. 16. IT I5 SPECIFICALLY ' THE INTENTION OF THIS SPECIFICATION TO HOLD THE CONTRACTOR RESPONSIBLE FOR ALL . DAMAGE DONE' TO ANY EXISTING FACILITIES; EQUIPMENT, PAINTING, ORI ARCHITECTURAL LAND STRUCTURAL FEATURES OF THE BUILDING, BY EITHER HIS OWN WORKMEN OR BY ANY OF HIS SUBCONTRACTORS, THE CONTRACTOR SHALL FAIR ANY DAMAGE DONE BY HIS OWN WORKMEN OR SUBCONTRACTORS, AND THE OWNER AT HIS DISCRETION, MAY WITHHOLD PAYMENTSEQUAL. TO THE REASONABLE COST OF THE REPAIRS. 11. THIS CONTRACTOR SHALL NOT INTERRUPT ANY OF THE SERVICES, OF THE EXISTING BUILDING NOR INTERFERE WITH THE SERVICES IN ANY WAY WITHOUT THE EXPRESSED PERMISSION OF THE OWNER. AND ARCHITECT., I8: THIS CONTRACTOR OR 55 WORKMEN SHALL NOT BE PERMITTED TO USE ANY PART OF THE' EXISTING BUILDING AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND ARCHITECT. 19. WHERE THE WORK MAKES TEMPORARY SHUTDOWN. OF SERVICES UNAVOIDABLE, THEY SHALL BE MADE AT NIGHT OR AT SUCH TIMES AS WILL CAUSE THE LEAST INTERFERENCE WITH THE ESTABLISHED OPERATING ROUTINE. 20. THI5 CONTRACTOR SHALL ARRANGE. THE WORK 5O AS TO ASSURE THAT SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO MAKE THE NECESSARY CONNECTION TO THE EXISTING WORK. 21. THIS CONTRACTOR SHALL GIVE AMPLE WRITTEN NOTICE IN ADVANCE TO THE OWNER OF ANY REQUIRED SHUT DOWN. 22. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAG UNIT AND OTHER EQUIPMENT FOR USE IN THIS CONTRACT SHALL 55. PROTECTED BY TARPAULIN OR BY BOXING A5 S ON AS DELIVERED TO THE 51TE, AND SHALL BE KEPT GLEAN LAND DRY., THE MOTORS, UNIT5 „FIXTURES, FANS, AND MOVING PARTS SHALL KEPT COVERED 50 AS TO ELIMINATE DIRT, DUST, AND OTHER MATERIALS ENTERING THE PARTS DURING ERECTION AND .CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BEI FOUND THAT ANY PARTS ARE 1 DAMAGED DUE ,TO CARELESSNESS ONTHEI PART OF THE CONTRACTOR IN NOT PROVIDING PROPER I PROTECTION, 5505 PART OR PART5 SHALE BE REPLACED By THE CONTRACTOR AT NIS 0W4 COST AND I EXPENSE. ALL OPENINGS IN DUCTS, PIPING, CONDUITS, ETC., SHALL BE PROPERLY PROTECTED WITH TEMPORARY GAPS 0 RY GA OR PLU65 AT ALL TIMES. . I 1 123. THE MECHANICAL CONTRACTOR 'SHALL VERIFY AND COORDINATE ALL METHODS OF HANGING, SUPPORTING, GUTTING AND PATCHING WITH THE OWNER OR LANDLORD. 1 24. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY'DUGTWORK INSTALLED 15 TO.BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. II. DRAWINGS I. IT I5 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTORS TO FURNISH. SHOP 55551555 ON ANY AND ALL EQUIPMENT, DUCT, DAMPERS; CONTROLS ETC. TO THE CLIENT FOR THEIR REVIEW AND APPROVAL PRIOR TO GON5TRUGTION. COPY 1145 ARCHITECT FOR RECORD PURPOSES ONLY NO REVIEW WILL. BE COMPLETED BY THE ARCHITECT. 2. SUBMIT THREE (3) SETS OF A5 BUILT DRAWINGS IDENTIFIED WITH PROJECT NAME AND LOCATION, TO THE OWNER OF THE FOLLOWING I. DUCTWORK LAYOUT 2. CONTROL'. DIAGRAMS 3. SEQUENCE OF OPERATION 4. TOILET EXHAUST FAN 6 HVAG UNIT. 5. AIR OUTLETS 6. INSULATION 111. GUARANTEE, WARRA� I. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL EQUIPMENT AND MATERIAL HE INSTALLS OR REFURBISHES. 11415 GUARANTEE, WARRANTY 15 TO INCLUDE ALL LABOR, MATERIAL, PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM: IN SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR STARTING FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE TENANT. IT SHALL ALSO INCLUDE A NEW SET OF FILTERS AT THE TIME OF STARTUP ONE SUMMER TO WINTER CHANGEOVER, ONE WINTER TO SUMMER CHANGEOVER, AND FOUR (4) FILTER CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE MAINTENANCE WORK SHALL BE PERFORMED AT THE TIME OF THE FILTER CHANGES.. IV..DUGTWORK I. ALL'D50550RK SHALL 55 PROVIDED AND INSTALLED IN ACCORDANCE WITH SMACNA LOW VELOCITY AND 'HVAG DUCT CONSTRUCTION STANDARDS MANUAL LATEST EDITION AND ASHRAE' USING PRIME SHEETS II OF GALVANIZED STEEL. ALL SQUARE, ELBOWS SHALL BE PROVIDED WITH DOUBLE WALLED VANES ON 1 MAXIMUM 3..CENTERSJ PROVIDE SEAL GLASS 'G" ON ALL TRAVERSE JOINTS UNLESS BY I I MOREISTRINSENT LOCAL CODES. (HU 2. NG G IN ALL L G UNLESS ROOMS WITH OTHERW WALLS ISE TO NOT THE ED. I DECK ABOVE, AN OPETIING OF 2 SQ. FT. SHALL BE LEFT ( ABOVE 11 175E .. F _ I F RATED A FIRE DAMPER SHALL BE INSTALLED IN EI IN WA4 5 IRE THE OPENING. 1 I AR BALANCING OF ALL SYSTEMS. TESTING' ' MECHANICAL COMPLETE 3. THE. M HAN AL CONTRACTOR SHALL AND BALANCING SHALL', BE PERFORMED BY AN INDEPENDENT CONTRACTOR AT MECHANICAL CONTRACTORS EXPENSE. ALL SYSTEMS SHALL 55 BALANCED IN ACCORDANCE WITH THE LATEST, E COUNCIL 1 THE NATIONAL ENVIRONMENTAL A OF THE 'ASSOCIATED AIR BALANG L ( ) OR ' STANDARD ONS WILL ACCEPTABLE. A COMPLETE '' OERTIFIED'I REPORT BALANCING BUREAU' (EBBS), NO SUBSTINTI LL BE ACCEPTA INDICATING AIR FLOW RATES, PRESSURE DROPS, STATIC PRESSURES, BRAKE HORSEPOWER, AMP DRAW, TOILET EXFUAl15T GPM, ETC., SHALL BE DELIVERED TO THE ARCHITECT, THE TENANT AND THE MALL OFFICE. ACTUAL AIR BALANCING SHALL BE PERFORMED WITH A 5596 ACCURATE AIR VELOCITY METER. FOR VAV SYSTEMS THE 1 REPORT MUST INCLUDE VAV BOX AIRFLOW SENSOR DIFFERENTIAL PRESSURE READING AT MAXIMUM AND MINIMUM COOLING AND HEATING. 4. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL FIRE DAMPERS AS REQUIRED BY LANDLORD AND /OR TENANT CRITERIA AND /OR CODES HAVING JURISDICTION. ALL FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF THE BOARD OF FIRE UNDERWRITERS, THE LOCAL FIRE MARSHAL, AND SHALL BE LABELED AND APPROVED BY UNDERWRITERS LABORATORIES. 5. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING DEVICES HAVING AN INDICATING AND LOCKING DEVICE. 6. SUPPORT HORIZONTAL DUGT5 WITH HANGERS 550URED TO BAR JOISTS OR STRUCTURAL STEEL ABOVE, AT INTERVALS NOT TO EXCEED 8' -0". DUCTWORK SHALL NOT BE SUPPORTED FROM ROOF DECKING, AND /OR BRIDGING, BUT SHALL BE SUSPENDED FROM THE TOP CHORD OF BAR -JOISTS.' T. UPON COMPLETION OF INSTALLATION OF VENTING DUGT5, GLEAN ENTIRE SYSTEM BEFORE INSTALLING AIR OUTLETS. MINIMUM SHEET METAL GAUGES SHALL BE AS FOLLOWS: DIMENSION OF LONGEST SIDE OF DUCT SHEET METAL'. GAUGE THRU 12" 13" THRU 15" 15" THR) 50" 31" THRU 54" 55" THRU 84" 85" AND ABOVE 5. ALL REGISTERS AND DIFFUSERS SHALL BE STEEL, FLUSH. TO TIE CEILING, AND SHALL HAVE MANUFACTURERS BAKED ENAMEL FINISH (COLOR TO MATCH CEILING TILES OR CEILING). DIFFUSERS SHALL BE OF THE ADJUSTABLE PATTERN TYPE WITH' VOLUME CONTROL DAMPERS AND FLOW EQUALIZING. 10. FIBERGLASS DUCTWORK WII 1 NOT BE ALLOWED. II. WHERE REQUIRED BY LOCAL GODE5, LANDLORD, AND IF INDICATED ON DRAWINGS, PROVIDE UL5555 SMOKE DAMPER WITH FIRE/HEAT/SMOKE SENSOR, REVERSIBLE MOTOR, INTERLOCK WITH FIRE ALARM SYSTEM. 26 24 24 24 20 18 12. THE MECHANICAL CONTRACTOR SHALL. FURNISH AND INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SYSTEM INSIDE THE DUCT, DOWNSTREAM OF FILTERS, AND AHEAD OF BRANCH DUCT. ZA 1 GENERAL FURNISH AND INSTALL AS HEREIN SPECIFIED AN AUTOMATIC, TEMPERATURE CONTROL SYSTEM. ALL TEMPERATURE CONTROLS UNDER THIS CONTRACT ARE TO BE OF THE FULLY MODULATING TYPE, EXCEPT WHERE NOTED OTHERWISE. THE SYSTEM SHALL BE COMPLETE IN ALL RESPECTS, INCLUDING. THERMOSTATS, RELAYS, ETC. TO PROVIDE THE FUNCTIONS EVACUATION CONTROLS, DAMPERS AY5 L FIRE TACKS SMOKE EVAGU IRE SMOKES SAID - THERMOSTATS � RELAYS, ETC., ARE SPECIFICALLY AS DESCRIBED ,REGARDLE55'OFWHETHEROR'NOT REL MENTIONED. THE SYSTEM SHALL BE INSTALLED COMPLETE IN ALL RESPECTS 135 COMPETENT MECHANICS. ALL WIRING CONNECTIONS WITH TI-15 AUTOMATIC CONTROL SYSTEM SHALL BE PROVIDED BY REGULARLY EMPLOYED PERSONNEL. OF THE MANUFACTURER OF THE TEMPERATURE CONTROLS AND INSTALLED BY THE MECHANICAL CONTRACTOR. 2. 1.1i5IHIl0TI AND ADJUSTMENT UPON OF THAI.105 TIE E CONTRACTOR S SHALL COMPLETELY ADJUST AND MAKE READY FOR USE ALL THERMOSTATS, CONTROL VALVES, DAMPER MOTORS, AND RELAYS PROVIDED', UNDER THIS CONTRACT. THE CONTRACTOR SHALL PROVIDE A. COMPLETE INSTRUGTIONI MANUAL COVERING THE FUNCTION AND OPERATION OF ALL CONTROL COMPONENTS ON THE JOB. I THE MANUAL SHALL BE.. FURNISHED TO THE CANNERS OPERATING PERSONNEL, AND A 005555555 TECHNIGIAN'SHALL BE PROVIDED FOR INSTRUCTION( PURPOSES. THE CONTRACTOR SHALL FURNISH A FRAMED SCHEMAT G CONTROL DIAGRAM SEQUENCE OF OPERATION AND IWIRI. DIAGRAM: IN A LAMINATE], COVER. I ,SERVICE A ND( GUARANTEE I I I CONTROLS SHALL BE ADJUSTED, REPAIRED OR RLTLACED FREE OF CH ONE FOR A PERIOD OF ( ) YEAR! UNDER NORMAL U5E AND SERVIGE.I 4.THERMO5T61SI A. MOUNT THERMOSTATS 6 ABOVE FINISHED FLO B OR5 AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. B. THERMOSTATS .SHALL BE PROVIDED WITH KEY OPERATED 55GURITY COVERS AND DESCRIPTIVE NAMEPLATES. I I VI. SPECIFIC HVAG SPECIFICATIONS SEE HVAG DRAWING5. SPECIFIGATIONS FOR: A. WORK FURNISHED AND /OR INSTALLED'IBY LANDLORD. B. .INSULATION AND /OR ACOUSTIC, LINING'. I 1) DL'GTWORK G. AUTOMATIC TEMPERATURE CONTROLS' 1) DESCRIPTION OF OPERATIONS 2) OPERATING INSTRUCTIONS D. EQUIPMENT 1) TOILET EXHAUST FAN 5 HVAG UNIT. 2). MISCELLANEOUS HVAG. EQUIPMENT ACCESSORIES VII INSULATION I DUCTWORK WITHIN 10' OF HVAG UNIT SHALL BE ACOUSTICALLY LINED. DUCT SIZES SHOWN. ON THE DRAWING ARE INTERNAL FREE AREA SIZES. INTERNAL LINER SHALL BE I" THICK DUCT LINER EQUAL TO SCHULLER "PERMACOTE LINA- GOUSTIG HP" (MIN. 'R' VALUE = 4:2) AND SHALL BE APPLIED TO THE DUCTWORK WITH FIRE RESISTIVE ADHESIVES, AND CADMIUM OR COPPER PLATED MECHANICAL FASTENERS. 2. ALL UNEXPOSED DUCTWORK WITHIN BUILDING, EXCEPT WHERE ACOUSTIC LINED, SHALL HAVE I -1/2 ", I POUND DENSITY FIBERGLASS DUCT WRAP INSULATION WITH FOIL FACE. VAPOR BARRIER, ADHERED WITH WELDED PINS, WIRE AND DUCT: TAPE. 3. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPEP BY ADJOINING INSULATION FOR 5' MINIMUM AND, THEN SEALED WITH FOIL VAPOR BARRIER ADHESIVE AND DUCT TAPE 50 THAT NO FIBERGLASS ( INSULATION 1 15 VISIBLE. 4. INSULATION ON EXISTING, PIPING OR DUCTS THAT 15 WETTED, DAMAGED, DIS SHALL BE REPLACED. II OR REMOVED I1 I ALL 5. ALL FLAME AND SMOKE DEVELOPED RITERIA SHALL MEET CODE CRITERIA. I 11 VIlI. LANDLORD CRITERIA THE MECHANICAL CONTRACTOR 15 TO 55005E FAMILIARIZED WITH LANDLORDS I CRITERIA FOR THIS LOCATION AND INCLUDE ANY REQUIRED WORK OF THIS CRITERIA', WHICH 15' NOT SPECIFICALLY NOTED IN THESE DRAPER-65 AND SPECIFICATIONS. IX. 3 CON. O FINAL CONNECTIONS TO TOILET EXHAUST FAN SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT FIBER GLASSED NEOPRENE CONNECTOR; A MINIMUM OF 5IX (5). INCHES IN LENGTH. THE 1 CONNECTOR SHALL BE FASTENED TO EQUIPMENT AND DUCT TWO FLEXIBLE REMOVABLE BRASS STRAPS, OR ALTERNATE APPROVED METHOD 'I, X. FLEXIBLE DUCT FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING : OF AN INNER SLEEVE, INSULATION AND AN OUTER MOISTURE BARRIER THE INNER SLEEVE SHALL 135 CONSTRUCTED. OF A CONTINUOUS VINYL COATED SPRING STEEL_ WIRE HELIX. FUSED. TO A CONTINUOUS LAYER OF FIBERGLASS IMPREGNATED AND COATED VINYL. A I I/4 THICK LAYER OF INSULATING BLANKET OF FIBERGLASS WOOL SHALL ENCASE:. THE INNER SLEEVE AND BE SHEATHED IWITH AN OUTER MOISTURE BARRIER OF A' REINFORCED MYLAR NEOPRENE LAMINATE OF LOW PERMEABILITY. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 5000 FPM AND', SHALL BE LISTED BY THE UNDERWRITERS' LABORATORIES UNDER THEIR UL- I81 1STANDARDS AS A GLASS 1 DUET AND SHALL COMPLY WITH NFPA STANDARD - 90A.' THE FLEXIBLE DUCT SHALL BE THERMAFLEX M -KH AS MANUFACTURED BY FLEXIBLE TUBING DIVISION, AUTOMATION INDUSTRIES LNG., GUILFORD, CONNECTICUT. FLEXIBLE DUCE SHALL ROUTE' FROM SHEET METAL DUCTWORK TO CEILING DIFFUSERS ONLY. MAXIMUM LENGTH'. OF FLEXIBLE DUCT SHALL BE 3' -0" MAXIMUM XI. INDOOR AIR QUALITY A. NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES OR POTENTIAL SOURCES OF INDOOR OR OUTDOOR AIR GONTAMINANTSI OR LEVELS OF CONTAMINATION. B. IT 15 THE RESPONSIBILITY OF THE GENERAL AND MECHANICAL'. CONTRACTOR TO INFORM THE TENANTS REPRESENTATIVE, LANDLORD AND TENANTS ARCHITECT IF ANY SOURCE OR POTENTIAL SOURCE OF INDOOR 'AIR CONTAMINATION 15 IDENTIFIED. 11 G. PRIOR TO ENCLOSING SPACES 5551 A5. PLUMBIN6 CHASES, AIR SHAFTS AND RETURN AIR PLENUMS GLEAN ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL (GUARANTEE THAT THE PLENUM CHAMBER 55ED FOR RECIRCULATING OF AIR WILL BE OF TIGHT CONSTRUCTION AND THAT( ALL SOURCES OF I 1 :' CONTAMINATION FROM TRAPS, 5015 STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES AND OTHER SOURCES WILL BE ENCLOSED SO THATNOI CONTAMINATED AIR WI LL BE RECIRCULATED. 1 1 D. PRINK 11 TO GOMMENGING GONSTRUGTION, SHUT OF F THE HVAG SYSTEM, BLOCK 055 ALL AIR I II GRIL DIFFU5ER5, AND OTHER 05551555 OUTSIDE THE IMMEDIATE CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SPACES SHALL BE COVERED WITH FILTER MEDIA TO PREVENTIDUST AND OTHER AIRBORNE GON554515 NT5 FROM PASSING TO 1 AT,JOINING SPACES.' I GON5TRUGTION SITE AND KEEP RARY EXHAUST SYSTEM CONTRACTOR TO INSTALL 'TEMPO M TO VENTILATE I E. SITE UNDER SLIGHT NEGATIVE PRE55URE DURING ALL HOURS OF CONSTRUCTION, EVEN' IF AFTER NORMAL- BUSINESS HOURS. F. CONTRACTOR TO INSTALL TEMPORAR Y BARRIERS T ADJACENT SPACES FROM DUST '. PARTICULATES, VAPORS AND NOISE. WHERE TEMPORARY PROTECT BARRIERS ARE INSTALLED ALWAYS MAINTAIN FIRE EXITS LAND EXITWA55. SQUARE ELBOW THREADED. STEEL ROD I 1. SUPPLY TAP IDUCTINORK DETA LS NOT TO SCALE STEEL BEAM ATTAGHMENT''DETAIL NOT TO SCALE AIR FLOW ' STRUCTURAL STEEL 5554`1 AIR FLOW RETURN TAP METAL STRA W, ® ® ® -� ®® -1, �1 OPEN WEB STEEL J01 5T ATTACHMENT T NOT TO SCALE I BEAM "0" CLAMP 3/8" 400 Lb. GAP. MIN THREADED. 5TEEL ROD TOP CHORD OF JOIST. THREADED! ROD METAL JOIST SELF TAPPING SCREWS SECTION A-A 'NOT TO SCALE RECEIVED CITY OF TUK`NILAI TRICARIC NICHOLAS J'. TRICARIGO CONSULTING ARCHITECT AL *1926 AK AZ *15950 AR *1595 GA *G -015102 CO *G -2445 CT *5005 DC *5483 DE *2073 FL GA HI ID IL IN IA KS KY *9605 *3418 *AR -05699 *1521 *061 -010719 *4114 *2554 *2771 *2115 /20/01 VENDORS PROJECT: PROJECT NO. 10302 SCAL AS NOTED DATE: e GROUP 500'VALLEY ROAD WAYNE, NJ 07470 T 973 .69,2,0222 F 973 , 6912.10223 E tty@trIcarico,aom ARCHITECTURE & INTERIOR DESIGN LA: *2941 ME W 4 MO *5965 -R MA *4576 1' *28596 MN I *15995 M5' %1548 MO' *A -4565 MT 41559 NE *A -1939 NV *1698 NH *1112 NJ *06411 NM *1924 NY *012094 NG *30E5 IHD 8'15 OH *b WA *4706 II 8/20/011 CLIENT 5/20 /OI LANDLORD 5/20/01 BUILDING DEPT. CITY OF TUKWILA IIirROYCO SEP 1 212001 AS NOTES Bl1fLDf1`tG DM THE CHILDREN'S 8/20/01 DRAWING, NAME: MECHANICAL SPECIEIGATIONS 1 1' AND DETAILSII OK *2205 OR %2608 PA %0 -8050 RI 910,1 SG %2126 SD %3954 TN %012534 TX %8988 UT' *1955 VT %12, VA *4220 WV WI 1'11' DATE: No. REVISIONS / BY: LOCATION: SPACE #1,404 SOUTH CENTER MALL TUKWILA, WA *14&6 *A -5099 R -1001 PR 14435 GUAM %332 © ALL RIGHTS RESERVED THIS DRAWING, THE DE516N INDICATED; THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF, THE TRIGAP.ICO GROUP, ANY USE OR REUSE OF, ORIGINAL OR ALTERED DEMI6N MATERIALS 'I BY THE CLIENT,: AGENTS OF THE CLIENT OR OTHOR.PARTIES WITHOUT THE ;REV. A. WRITTEN APf; .VAL OF :T. DESIGN PROFESSIONAL SHALL 13E AT THE SOLE RISK OFI THE OTNERS, HMORE TE O', EFEND D, INDM AND HOL THE ER DAMAG , CLIENT AGREES Lo S , , E SI L T N MAN FROM E ALL NIFY GSA, IMS, INJURIES DAMAGES, L FICATI 1 N C7R RI SMONO THESE, MATERIALS. FEES AT ARISINS OUT OF MODIFICATION OR RH15E OF THESE ATERIALS. THE GENERAL THESE,PLAN S ALL ONTRA N '. WORKING FROM THESE AND. TO O ICATI ,IONS ARE E OT NOT TO SCALE SUCH INFORMATION BUT coNTA T THAI ARCHITECT REPRESENTATIVE RARD OR HIS T IN6 PEASUR MEASUREMENTS 'IF SUCH MEABIREMENTS, DO NOT AFF' INDICATED CORRECT. ADD UP ". PROPERLY OR SCEALE CORRECTLY TO THE HE INDICATED SIZE. some - DATE:' 155 DRAWN BY: G.B. CHECKED BY: FIN / .IRA APPROVED BY: I Nl 0L45 TRI1A-1GQ I 1 GONSULTING f�R M I HIT GT DRAWING Na. ' L RE A STER 'S E tiP HITECT CU CONICAL COLLAR BY MECH. CONTR. GLG. I. BEAM "G" CLAMP 3/8' . 400 Lb. ' GAP. MIN. VOLUME DAMPER FLEX DUCT, MAX. LENGTH 3'-0" GLG. CEILING DIFFUSER (WITH. FIRE DAMPER IF REQUIRED)' NOTES: FLEXIBLE DUCT 15 TO BE USED FOR VERTIGAL DROPS ' ONLY. RUNOUT5 AND ELBOWS ARE TO BE 5HEETMETAL DUCT. THE MECHANICAL CONTRACTOR. MUST PROVIDE ADAPTERS FOR DIFFUSERS WITH SQUARE AND RECTANGULAR NECKS AS REQUIRED. BOTTOM DISCHARGE FLEX DUCT DETAIL NOT TO SCALE t �\ s A1 - : I ,I CI A f. 111 , A I: 4 A l l I,1, 4 5" L = 0.25xW 3" MIN. 4 I, L = 0.25xW 3" MIN. BLADE STACK COVER AIR FLOW ROLL FORMED INTERLOCKING STEEL BLADES. IFU5IBLE LINK I(REPLAGEABLE), ROLL FORMED ONE PIECE STEEL FRAME BRANCH DUCT WALL FIRE DAMPER DETAIL NOT TO SCALE - 1" X I/O" . MIN (DUCTS OVER 2 5a. FT) I" X 1/16' MIN (DUCTS UNDER 2 SQ. FT) FOR DUCTS' OVER 44" WIDE, TURN METAL 5TRAP UNDER BOTTOM OF DUCT AND FASTEN NOTE: 1 II I DISTANCE, BETWEEN ( DUCT HANGERS SHALL BE IN ACCORDANCE WITH THE RJJLES OF THE AGENCIES HAVING JURISDICTION. I I ! DUCTWO SUPPORT DETAIL NOT TO SCALE ///- -- 1 1/2" X 1 1/2" X I/O" STEEL / ANGLE AT HEAD, JAMB / AND SILL BOTH SIDES GALVANIZED DUCT SECTION WITH "5 ". SLIP JOINTS NO3S: I. PROVIDE' ACCESS DOOR FOR SERVICING OF FIRE DAMPER. 2. BSA NO. 100- 65-51-1. PERMIT CENTER (I) I CONDUIT FOR DATA WIRING 8 COMMUNICATIONS WIRING WITH FULL STRING - EXTEND CONDUIT 4 PULL - STRING TO MANAGERS DESK DATA OUTLET (• +54" IN STOCK RM. W GATE6RY a5 GABLE AND A.F.FJ 0 1...1 45 1.6. OUTLET • MANAGERS 45 JACKS AT EACH END 6 PHONE BACKBOARD. DESK IN STOCKROOM k FOR (R-45 JACKS PROVIDED AND INSTALLED BY CHILDREN'S PLACE EXTEND CONDUIT FOR GOMMJNIGATION TO PHONE BACKBOARD AT ELEG. W/ PULL STRING MANAGERS DESK a TELEPHONE TERMINAL BOARD- (U 3/4' EMPTY CONDUIT WITH DISPLAY WINDOW ® sm.. mac OIR3canitr ��u ,_,,..+ .+ WiAlro nRaw nRIH T�wosrAT, ro HAVE 0 �pWS GOVeI D am....... D. MSc K NA ET SaKEKGRDilara1t MR D a�iRET ®an. r/ ) me aa,,,,, Ty Q TBHaaBgmEr -EM NcMLwRtee69L'r aA119a'P�cK A DATA """ ' ^ �w © ".""' © ` •� c�IrLTCR O 'IIBYOSTAT b: � J AR GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973.692. 0222 F 973 , 692. 0 2 2 3 E ttatt I c a r l c o,co m I /� ADJACENT TENANT FULLSTRING TO ABOVE CEILING l I 0 0 O 0 0 ELEGTRGAL OUTLET GOL FLUSH C TO CEILING ABoVE LUsHM HO EILI 145,, 2' FER NED. ` I LEASE DIMENSION I P.P \ I 23'-4" 24' -O" 24'-0" 24' -O" 24 a 24' -O" DI k k .Ur `/4" ION CONDUIT W/ PULL STRING BY 6.G. RUN CONDUIT DOWN GOWMN OR WING WALL INTO SLAB TO ANTENNA "A" FOR LOW VOLTAGE WIRING BY EC' BusHING s ® NTENNA I DIMENSION FROM FACE OF GYP. BD. FT:, RUN CONDUIT DOWN FURRED 1 I • BAGKINRAP TO FACE OF STUB UP COLUMN Al. IN OR UNDER SLAB GASHWRAP, a STUB UP IN GASH WRAP "_ ARCHITECTURE & INTERIOR DESIGN I • -- ELECTRICAL SYMBOL LEGEND o _ _.- _ _ . _ _ _ STOCKROOM N II i .. _ _ _ _ _ _ . _ _ � - � _ _ 49 BY "SENSORMATIC ". Z O _ Ll W N Q W I. ELECTRONIC GASH REGISTER POWER SYSTEM. THE CIRCUITS useo TO POWER Tie ELECTRONIC GASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSES. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER NEUTRAL AND INSULATED &ROUND WIRES MINIMUM SIZE a 12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER PANEL BOARD WHERE GROUND WIRE SHALL FROM TIED TO THE O NOT U TERMINAL CIRCUIT ISOLATED FROM NEUTRAL. DO NOT USE THE CI FOR GROUNDING AS THIS 15 NOT ADEQUATE AT HUSH FREQUENCIES. THE CIRCUITS FOR THE ELECTRONIC GASH REGISTERS SHALL BE R UN IN SEPARATE CONDUIT, ELECTRONIC. GASH REGISTERS OUTLETS SHALL BE HUBBE NO I.b. 5362 OR APPROVED EQUAL. THIS SYSTEM 15 REQUIRED BY THE TENANT. 2. FURNISH AND INSTALL A TELEPHONE OUTLET AND ISOLATED GROUND AND FOURPLEX RECEPTACLES IN AP ELEVATION H SHE EXTEN T # IS SHEET FOR LOCATIONS. CASE WORK SEE EXTEND I" EMPTY FLEXIBLE CONDUIT FROM TELEPHONE OUTLET TO NEAREST GASH RE615TER LOCATION AND INSTALL IA EMP TY FLEXIBLE CONDUIT WITHIN GA5E WORK BETWEEN ALL GASH RESISTER LOCATION. 5 .DATA GABLES FOR GASH REGISTERS (CATEGORY #5 CABLES) ARE PROVIDED AND INSTALLED 8Y THE CHILDREN, PLACE. 4. ELECTRICIAN 15 REQUIRED TO LEAVE 20 FT. OF FLEX CONDUIT AT THE CASHWRAP ELECTRICAL OUTLET STUB UP LOCATIONS 5. 6.C, TO COORDINATE ACTUAL 5ENTORM UTIG DETECTOR UNIT GASHWRAP, COUNTERTOP GUT OUT C WITH HLDN'S PLACE FIELD REPRESATIONS, F ENT A TIV QUANTITIES E S 5E N50RMA7 THE CI 1C. GUT RE OUT F TEMPLA'i _ PRIOR TO GUTTING THE COUNTERTOP. 6'. SENSORMATIG CUT OUT TEMPLATE 15 PROVIDED O MILLWORK VENDOR 7. TENANT GENERAL CONTRACTOR IS REQUIRED TO INSTALL ONE ( MA UNITS' IN G (IN AD P S. RILL ONE (I) SPARE DATA LINE (IN ADDITION TO THE NUMBER OF DATA LINES NOTED ON THE PLAN) TO EACH GASHWRAP AND COIL WITH 10 -0" OF EXTRA WIRE BELOW RESISTER FURTHEST FROM THE STOREFRONT. 9. 6.G. TO PROVIDE AND INSTALL NEW SERVICE NICHOLAS J. TRIGAR GO CONSULTING ARCHITECT _ _ _ _ _ = _ -_ _ . -_,,,`; , _ _ ,_ - •�. --���' a - ' - - -- .- - -- - - _ - - • ' , Tom: T TO INSTALL NEW THERMOSTAT oN SIDE OF WHITE MAPLE CORNER SIT 18- l O ' I� LPB -19 A- a / �� / / / � - 7 -L -- -' 1 +18 ...__ I +18' ______ ___ _ ____ _ ±I I I NSTALL SINGL GANG WA LL 8OX - II GORDL PHONE LINE - AL #1426 LA x2947 OK #2209 gFl nW GOUNTp,¢ IN SEC W/OgI SHELVES o HIGH AS P05513LE) e a I �r LPs 16 I` FOR TENANT INSTALLED SOUND - , I I SYSTEM VOLUME CONTROL. I.TALL • END OF WRAP CLOSEST TO STOCK ' � • LPB 7 - POWER PACK °B" 5 I ROOM E MEND C IN W ALL I AK ME #474 OR .2608 JUNCTION FROM PEG. • BOX GASHWRA t COMPUTER ., C OMPU I I l I _ I :. AZ #15750 MD #3465 -R .8 PA -8050 AR x1545 MA .4576 RI .107E GA aC -015102 MI 628376 SC .2126 FOR IN .� 1� / A90 CEILING FOR INSTALLATION SIR ABOVE CEILING. III OF _e I y SPEAKER WIRES. SEE 2/E2/E1.0 FOR Gp 4,24.4.5 MN al5gg5 BD .3754 EXISTING TOILET ROOM p -I 6FIF Lp }I2 MORE INFORMATION. OUTLET MOUNTED WP ABOVE CEILING FOR L11/ F _ L1.15-25,2 IIII `+• OUTLET MAIN PHONE LINE SYSTEM. GT .5oos MS #1346 TN .012534 EXIST ELECTRIC EQUIPMENT LOCATION ®. MANAGER'S DESK I �,t 1 I r D G 63433 MO ..4 -4565 TX .8788 DE x2073 MT #1359 UT .1335 \ -� - -' - � GENERAL CONTRACTOR TOI INSTALL (CHILDREN5 PLACE PROVIDED) BAERY OPERATED WIRELESS 5 R UNIT TT ON GYP. BD. WALL IN FITTING ROOM VESTIBULE • e' -o" A.F.F. I 1 T/G i'i COI STUB UP UTILITIES I'1',! ILO" TO EITHER SIDS WIRED CLOTH ANTENNA 1 O° THE GASHWRAP "A° RECESSED IN SLAB - I-- I CENTERLINE FL x760.A4134 NE aA VT x1247 APPROX. LOGA • N= TENANT AUDIO C ACTOR INSTALLED 50U1 STEM SHELF ® +6' -0" o - - ELECTRIC, EQt '.. PLYYVOOD BACKBOARD. ° DUPLEX OUTLET FOR AUDIO SYSTEM a +6' -3" A.F.F. BEHIND MUSIC � - SOURCE SHELF. SPEAKER WIRE SINGLE GANG BOX TERMINATION POINT • +b " -3' A.F.F. BEHIND MUSIC SOURCE SHELF. SEE 2/EI.O- PROVIDE SERVICE DOOR GALL - - - - WITH SHELVING - ABOVE. SEE 7/EI.o 4 10/A3. 2 I I t 50 -� 6A 1.41. T8 NV x1678 VA .4220 �. HI FAR-0.11 NH #ill3 W4 x4306 p V NOC[1,x& EXIST bFGI LPB -17 �� _ A LPS -14 �� - BOARD - F. - - +IB° SEE DETAIL a3 THIS ID #1921 N.! .06411 WV .1466 SHEET I ID ' LPB I I I I j IL #001 -010714 NM #1724 WI aA -5097 IN x4114 NY .012094 WY aG -1001 E3� _ �I R _ _ _ - LPB- 31,3385 L +��� a I L�_ _ ` /7"17 _ _ _ _ _ _ _ �` LPB -12 x I &FIG / / ♦ _ WP r OUTLET 1 @' +J�" -18 _ _ - _ - _ . =:�I 1 @" 1 l -2384 NC .306 K9 # 2777 ND #675 PR x14435 FH -10 � 5-: ^+48 �;i' +l6 DISPLAY WINDOri ELEGT OUTLET FLUSH MTD. TO CEILING ABOVE SHOW WINDOW PER N.E.C. - OUTLETS NOT ALLOWED BETWEEN R FIXTURE AND CURTAIN WALL KY #2116 O H .60"6 6UAM .352 Q LPB �� � - 14 ®® ... Q ALL RIGHTS RESERVED THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF Tim TRIGARIGU GROUP: ANY USE oR REUSE OF ORisiNAL:OR ALTERED VESION MATERIALS BY THE CLIENT, AGENTS OF THE CLIE DESIGN WRITTEN T, OR OTHER PARTIES WITHOUT THE REVIEW Al. RITTEN APJAL' OF THE NPRO PROFESSIONAL SHALL N AT THE AGRALS TO E SOLD RISK DEFEND, INDEMNIFY N AN D HOLY HE DE THE N. D, FROM ALL Y AN HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS; :, IN.LRDE'i, DAMAGES; LOSSES, EXPENSES AND ATTORNEYS FEES ARISING OUT OF MODIFICATION' OR ROBE OF THESE MATERIALS. THE GEIHERAJNTRAOTOR AND /OR ALL 5/13-CONTRACTORS WORKING FROM - GO RESE PLANS AND SPECIFICATIONS ARE NOT TO sc,E SUCH INFORMATION. BUT TO CONTACT THE ARCHITEcr '. OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEAsisemstTS DO:. Nor APPEAR coR. EcI, ADD UP PROPERLY' GTLY TO E INDICATED SSE. OR SCALE GORRE TH fi . __ _ . LP8 -IS ,;, .__ ':' ;� , 1 ! � �• ,� o �ta• � ' -- -- �• 0A IS AMP 1 DISC SW - I 1 1 NDTE, T.G.G. TO INSTALL NEW THERMOSTAT ON SIDE OF WHITE MAPLE CORNER UNIT. ADJACENT TENANT BUTTON SYSTEM INCLUDING, (I) PUSH BUTTON, TRANSFORMER, N BUZZER ABOVE SUSPENDED CEILING ADJACENT TO GA5HWRAP (I) EUZZER ADJACENT TO MANAGER'S DESK. TF.I FPHONE INSTALLER NOS: AGGESSIEiLE FITTING RM. Al FITTING RM. VESTIBULE SALES AREA RUN PHONE LINES FOR MAIN 6 CORDLESS 7E1.EPHONEG TO GASH WRAP OUTLET dJ_LE: MAXIMUM GA BLE_ RUNS FROM AN ENNA 'A' TO ELECTRONICS POWER PACK. E IN SOFFIT 15 20' -O ". FITTING RM. #2 SALES'AREA WALL =LIE NOTE: ELECTRICAL OUTLETS MUST ETTEND T +RGUGH AND BE FLU. WITH THE FACE OF THE MELANINS WALL AND WHITE MAPLE PANEL SYST MS...TYP. EXIT 4, RATED CORR DO- DATE: ISSUE S /2O /OI CLIENT O LE TR L FLAN f RUN CONDUITS DOWIN EXIST. WALL 4 (2) 5/4" N (I) 1" CONDUITS TO GASH WRAP. BELOW FLOOR AS 5044)IREO FOR IF EXISTING CONDITIONS SUBSTITUTE (2) ADDITIONAL 3/4" CONDUITS. STUB CONDUIT BEHIND CONDUIT TO MANAGE DESK IN GASH WRAP ELEVATION ON THIS LOCATIONS. EXTEND CONDUITS TO GASH. WRAP KICK BASE. GO INAT£ F?NP,L LOS TION IN/ T P'S PROJECT REPRESENTATIVE. OUTLET FINISH NOTES: 8 /20/0I LANDLORD 1- 1 .„„... 2 1.9.. ALL OUTLETS 8 OUTLET COVE RPLATES THROUGHOUT IT SPACE TO BE AMITE FINISH. TYP. DO NOT ALLOW USE OF I" CONDUIT, CONDUITS CONDUITS FORA TOTAL OF (4) 9/4" KICK BASE • GASHIWRAP. EXTEND I" ROOM WITH PULL STRING. SEE SHEET FOR DATA 4 POWER OUTLET INDICATED OUTLET .OGATIONS THROUGH I. ALL OUTLETS N OUTLET GOVERFLATES THROUGHOUT SPACE TO BE WHITE FINISH. TYP. S /20/01 BUILDING DEPT. b /2O /OI VENDORS GASH WRAP OUTLET INFORMATION 050001 --FINISHED CEILING HEIGHT YOU. CONTROL AT GAiWR+P MK SEE RAN ON 1141551&T FOR LOCATION TENANT 6L, TO INSTALL511KLE SANS BOX TENANT A11010 GONIRACTOR TO INSTALL VCWNE AUDIBLE IN CONDUIT, INSTALLATION PLAGE REPRESENTATIVE, POWER ISOLATED ABOVE POWER REFER TO ELECTRICAL ABOVE ',SUSPENDED FOR ACCESS. 5/4" CONDUIT THROUGH A" FOR "SENSORMATIG AT CONDUIT BY SENSORMATIG. FROM "A" POW/ER NOTE: SEE FLOOR STOREFRONT 15 A TYPICAL PURPOSES VARY SLIGHTLY `1NOOD FLOOR WOOD FLOOR LINE OF GYP. BD. | 2.¥ §k * § L ) - $ § 2 $ 2 rig � � §fk 2 § e �!$ ! 2� ` ¥ ® # i | N~i a v a' !q§ ■ « / . § ! ¥ d . IM Q i f W & 2 ■! »§ l§2 0 m 41 ■ |I `�z ,! } 9 � k 2 i hi © ) i k b 0 § 2.a h X §22 1 , § .e . w . 4 4.0. TO INSTALL (2) 2 -1/2" 4 PI.EX DATA J OX DAT DIAMETER CORD HOLES WITH f A, 1-F- _RMINATION -B POIN T a A.F.F. a ■ B ENTRY SOFFIT GOXIFOLBW01. ���� �( U ALARM WIRED TO POWER PACK VERIFY EXACT CEILING OR WALL LOCATION WITH CHILDRENS MAX. BO' FROM LINE OF AO.T. CEILING- • SALES / STOCK AREA WALL .o ak MATCHING GROMMETS +56" DOUBLE ISOLATED 6ROUND OUTLET AT 45" APP. (COMPUTER OUTLET) JINGTON BOX AT +15" APP. REGISTERS / CONDUIT D AND PULL STRING W PROM G/W 6, 5/4" CONDUIT WITH PULL STRING IN WALL ,p SPEAKERS MOUNTED IN CEILINE OF SALES AREA PROVIDED AND INSTALLED BY TENANT AUDIO GON7R4GTOR 0/4" CONDUIT WITH FULL STRING IN WALL I } I I BY GENERAL CONTRACTOR. .. ' .... PACK. GROUND DUPLEX RECEPTACLE ACCESSIBLE CEILING POWER PACK. -J PACK "B" ABOVE FINISH CEILING ' ELECTRICAL DRAWINGS FOR REQUIREMENTS. LEGATE GEILINGTILE PANEL 6.C. TO PROVIDE AND 51)5 WITH PULL STRING DOWN COLUMN INTO SLAB TO ANTENNA LOW VOLTAGE WIRING BY ". G.C. TO PROVIDE BUSHING FOR CONNECTION OF ANTENNA MAXIMUM GABLE 51.44 ANTENNA TO ELECTRONICS "B" ". TENANT AUDIO CONTRACTOR: AEI MUSIC HOWARD KREISWIRTH (908)- 451 -766 CAT fl ' R E . x \/ [7] \w ] „ - BY GENERAL CONTRACTOR... / O T 1 1 I I + + A - 111 RI - MI WEST PENN 252248 (RUN TO VOLUME CONTROL) SINGLE GANG WALL BOX MTV AT GASHWERAP, SEE PLAN FOR LEGATION St{ 2 AS TED VOLUME CONTROL 0 WEST PENN 25224B (RUNT IoM REMOTE VOLUME CONNECTION ON AMPLIFIER)- / U _ __ �m- DflJG DT` u ° M1510 SOURCE 1 0 .> MANAGERS DESK PHONE OUTLET AT + 15" , APP. DATE: No. REVISIONS / BY: SINGLE DANA WALL BOX MOUNTED BEHIND SOUND SYSTEM EQUIPMENT BY PAGK IN SOFFIT 15 20'-0 PLAN ON SHEET AID FOR EXACT CONFIGURATION. PLAN SHOWN ABOVE LAYOUT SHOWN FOR INFORMATIONAL ONLY. FINAL PLACEMENT OF ITEMS MAY FROM CONFIGURATION SHOWN. DOUBLE DUPLEX OUTLET + 1 5 "A.F.F. S.C. TO INSTALL A THIRD HOLE FOR GOUNTERTOP5 AT SHELVING ABOVE CORD ° AMPLIFIER. 000000000 . o 0 0 0 \ , i -� GENERAL CONTRACTOR. SEE PLAN ON THIS SHEET FOR LOCATION. PROJECT THE CHILDREN'S PLACE FILE CABINETS BELOW OVER I 8 LONG NOTE: DIMENSIONS INDICATE CENTERLINE OF OUTLET LEGATE OUTLETS AS P°55'BLE. _■/ 18 6A PLENUM RATED SPEAKER AIRE 252240 f INSTALLED BY TENANT AUDIO CONTRACTOR. .. I CLUSTERS. TIGHT AS WEST PENN \ \\ (RUN TO SPEAKERS) A _ LOCATION: SPADE #D404 SOUTH CENTER MALL TUKWILA, WA . \ 01:1' 0_ } TENANT AUDIO CONTRACTOR TO PROVIDE .4 AND INSTALL M.1510 EQUIPMENT SHELF • ® LEG EIGAAP.F.- COORDINATE LION LOCATION WITH TENANT NT G.C. NOTES` I. ALL ELECTRICAL OUTLETS, ELECTRICAL BOXES,. CONDUIT, AND EQUIPMENT SHELVES, TO BE SUPPLIED AND INSTALLED BY TENANTS GENERAL CONTRACTOR 2. ALL AUDIO EQUIPMENT SHELVING, AND WIRE TO BE SUPPLIED AND INSTALLED BY TENANT AUDIO CONTRACTOR. BELOW TENANTS SIDE OF ENTRY ® ELEVATION / SE URITY SYSTEM SENSORMATIG SEGURITY SYSTEM NOTES 013400 ® MANAGER'S DESK AND OUTLET LAYOUT �- INSTALL A �o I/2 - 1 - O 001x0 150LATED 6ROUND 4-PLEX OUTLET, 4-PLEX ELECTRICAL, DATA 6 PHONE OUTLETS (FOR MAIN AND SECOND PHONE LINES) CENTERED ON HACK WALL. SEE PLAN TH15 SHEET FOR LOCATION. fl 2' -4" A PROJECT NO. 10302 DRAWN BY: DS GENERAL CONTRACTOR TO DEDICATED 115 VAG DUPLEX OUTLET BEHIND AUDIO EQUIPMENT • ELEGTRIGAL EQUIPMENT PANEL LOCATION. SEE PLAN ON THIS SHEET FOR EXACT LOCATION AND HEIGHT. 10' -0" A.F.F. 2'-4" A " A TOP OF STANDARDS LINE of WALL { 2 � 4 f k 111 1 I I 1 I I I 1 I I I (U 3/4" CONDUIT FROM DATA J -BOX TO K CONDUIT INTO STOCK AREA ABOVE DESK SCALE: AS NOTED CHECKED BY: HW / -IRA F, �/ � SOUN1� SYSTEM S� #�M/ T G ' I I DATE: 8/20/0 , DRAWING NAME: ELEGTRIGAL' APPROVED 1 BY: AN � I :I- �J , - i N.T.S. 0�� ® - J , oe oo I ` DATA J -BOX DATA TERMINATION P OINT • + 56" A .F.F. LINE OF WALL BEYOND WOOD FLOOR LATAPDXY BOO OR 5-500 EPDXY (SUMMITVILLE) / WIREGLOTH SYSTEM "A" EXISTING SLAB B II I I I 1 Q ll I -1 • - oo a. P o0 oo ADJ. SHELVING'. TYP. SEN. FIELD CONTRACTOR TO .SHELVING AS DU O REQUIRED DUE To REQUI ED (T BEYOND MANAGERS DESK f \� DOUBLE DUPLEX I I I �� I w ¢ W 4 BO1 0 N APP. • STANDARDS T-7 APP. 2 _ 6 , 4U NIGHOLf 1 ` S J. T - CONSULT NG ' -15- RICO T �GT l / / / / %// / / / / / / /1 // / / / /` /// / / - BO_Tai m I, TEN. GO. TO COORDINATE ACTUAL SENSORMATIG m i DETECTOR UNIT GASHWRAP COUNTERTOP ELT II II 11 II 11 \\ L - I - -_ J T :T. TOP OF COUNTER d. O 4 d Q . - d d S OUT LOCATIONS 6 QUAN';TiES WITH THE CHILDREN'S PLACE FIELD REPRESENTATIVE 85ENSORMATIG GUT OUT TEMPLATE PRIOR TO GUTTING THE GOLMTLiRTOP. 2. 5EN50RMATIG GUT OUT TEMPLATE 15 PROVIDED - BY MILLWORK VENDOR v 3. TENANT GENERAL CONTRACTOR 15 REQUIRED TO (I) CONDUIT IN SLAB -STUB UP BEHIND KICK PLATE. SEE NOTE ON • PLAN THIS SHEET FOR I" CONDUIT 2' (2) 3/4" CONDUITS IN - _ DOUBLE DUPLEX 1.6. OUTLET PHE1i£� / U CITY OF ruh'✓ ViLA DRAWING ' _ __- " NO. 4 ( E I . , 1 R ED ECT ._. - •.::I SLAB - STUB UP BEHIND KICK SPADE OUTLET JUNGTION(30X AT IS" A.F.F. PHONE OUTLET E "_ . ° ALTERNATE. V.I.. OF GASHVERr4P OUTLET LOCATIONS - ELEVATION SHOWS A THREE WRAP FIXTURE SEE PLAN THIS SHEET FOR ACTUAL NUMBER OF OUTLETS /WRAP LOCATIONS. e H H N J__ CAVITY: 3/8" DEEP X 13" WIDE X WIDTH OF EXIT INSTALL SE UNITS IN GASHWRAP W 0 1 Q In PROJEOT NO.: GL15-1 2' X 2' X 5/8" GEILIN6 TILE BY "ARMSTRONG -DUNE, TE&ULAR #1T15, WHITE CLASS 'A' FLAME SPREAD FOR USE WITH SUPRAFINE 4/16 ", 1500 SLRIES WHITE GRID SEE PLAN FOR LOCATIONS SEE I/A2.1 FOR SEISMIC DETAILS 9949 GL6-2 2' X 4' X 5/8" GILIN6 TILE S Y ARMSTRONS-MINABOARD/GORTEGA 4164 WHITE W/ P R E LUDE 15/16" WHITE T EE G # )1 1548. SEE PLAN FOR LOCATION VERIFY PATTERN DIRECTION 2 CHILDREN'S PLAGE. ,% GLG. -3 5/8" TYPE "X" GYP. S. OVER 3 -5/8" METAL STUDS ® 16" O.G. (UNLESS NOTED OTHERWISE) BRACED TO STRUCTURE ABOVE. SEE FINISH SCHEDULE FOR PAINT COLORS. SEE PLAN FOR HEIGTHT5. WATW CI.-5 8.116 STEEL STUD a 16" O.C. WITH B /8" 17Y= 'X WATERPROOF GYP BOARD ON TOILET ROOM AND 3/4" FIRE RETARDANT PLYWOOD ON TOP. SEE DETAIL 2/PI.O 9.444 9 CL6 -5 NO CEILING INSTALLED -OPEN TO STRUCTURE ABOVE 7 GLG. -6 2 ' 1 X 22;',< 5/8" GEILIN6 T IL E BY ARMSTRO -GORTO A MINATONE BOARD UL LABEL FIRE T ED #816A WHIT WITH #8300 PR EL UDE FIREGUARD 15/16" PRE GRID 512E PLAN FOR LOCATIONS; CONFIRM PATTERN DIRECTION 94/CHILDREN'S PLACE REPRESENTATIVE 20 - A 2 X 4' X 5/8" CEILING, TILE BY ARMSTRONG- MINABOARD /GORTE6A FIRE RATED #623 riHITE BOARD FIRE GUARD (UL LABEL) TILE WITH 8300 PRELUDE FIREGUARD 15/16"': EXPOSED 6RID. SEE PLAN FOR LOCATIONS. G.G. TO INSTALL GLG. TILE AS HIGH AS POSSIBLE (V.I.F.) GL5-1 1 TRACK U1919 ELECTRIC PANELBOARD SCHEDULE PA:�.BQND VA VOLTAGE 16'aN PHASE a 919- AC RAl001 ___ me,. WNB 199MEECOBSE BOUODD 9949 _4___. BIB RATNO MO°N NOTE 196E L TALOG MANUFAG NO . CA ,% 0139992III 981 ........ WATW PHARE WATIB 9.444 9 NR• 0603FiPT1O1 . 7 OMB 1 - 20 - A 1900 20 12 1 TRACK U1919 0 2 0 WARE. _ _ B SOO N 9002/90 74 FUEOR29ENT OGTRON L16HTOLIER 9W340ReLIFF "SO - Do v - so TO EFID NLVRIN6 'TOILET ROOM ONLY ® T/C-1 OIOREFRONFBNN 9 000 0 1200 r i _ --y 4M IA TO I LME 1,101199211 STRIP r ALE MOORe0 N 992/1as TB FLUOREWENT =IRON 0 7 502 NW MCND.L18 V-0 LONG 1 I.AM FLUORESCAif 9TAJP SURF... MOWED 710 A S00 2'4' IaN6 LAND flJ1oAE<tEM STRIP AGE ' N F011/95 la FLVOP19LE10 00716074 0 O SE- 8/019Aa0 LIE FirseeseD ND B 7100 1790 1190727 EE:=3 B CELL I X4' PAPAW -. X11 _ .._ LaN92 PEDMe.R L16Hr N 11 C 222118 - DO V -933 TO 129 ,0.11116 SU°FLIED HY TENANT t IIDTAIJm GT 76O. Sp C 7200 IETA PSGAvx -2 VX1'191N - DO V -1202 TO END 9 TENANT 4 SLPRI® BY TENANT A 1745TAI : m BY TOO. ��% ©•! 2' X 2' FLVORESOENT 9 C8L PARABOLIC SSW LIGHT 4299490LY BATTERY PACK 12 W usHroLleR PARALTIE •PLA29 'LSSU4 - 197V NU 12/439ENOT DATTERY TALK FOR N LAMP 9O MME IBS NM, at J!��l NO A 490 L16HTO PARALYZE 4RN6SL9]1M -740 - 120 V LOCATED IN THE 217716 AOQd 4 2177116 ROOM V191r BILE ROOM FIXNRE6 W/ PARALLEL TO LONG =MINNS MALL K °1#ALe FASTED TW6%TEJ 119.4451 CAPST EE N 60x1 PAR 00 LicerO TER LYTESPAN 4°02297 LOW vOLTA6EOPE0 RING - 120 V ONLY - SURFACE .12 To 6190WH 4' -0' LONG I LAPP PTy �. • P SURPAGE WANTED UHORS TB RU017199247 L16FIroLIER TAA It, II - 120 v -971.04 ON WALL UNDER BO IVM SHELF /HOVE MANAGERS DESK I 1 N 1 1 V VAL/MELTS (/ 9 4001.16.5 RS - LOI.pAcT FLUOIAexENT 1.944roLeR PAPAL,. •RA269 ,294 -1 9 sN O 7200 MUSS - FKE ,0411127 ON N/ef HALIVE LAMP . 9 . 43, TRAN990.0. -270 V ONLY C047231. LIGH PIX U S9 IN CL6. TILE, VP., 11409 APPLICABLE 9 N f:f4r GEILIN6 Ma2(I127 lEC L ED. IESSE7 11113E7 r3LDPR9MP 411 A 99 Ace = m (2) 9NAT7 Y U` )612 BAS% 1160 1MEABIY I NLANDEiLBTf 0 ttER61E SDI-NYC -.120 v 20 B fEILI WALL. LL FIXTURE FI l42PMIw . SUFI ACe XTURE 12 CD W LAMPS 1.10397 ST MR. 49 B 92 a,�A,_ MOUNTED To ZZA,,i (2) ADJI9TE.E PAR p6 f AtmE4GEN LMPH LI6NTALARNB 1 ,17 ER 11 LE2 -IPF - 120 V GALES AREA 22 D WOCK11000 OE 39 C - - LATE 24 20 LO NO.BBDLIB 79 A - - EIFNE 20 87 PAST LS / FAY 7Y B - - - - 9099 9 29 RACE - - - - 0 90 81 A 32 03 9 9 C 80 9 A 82 9 B 40 47 0 42 • ALL PRAM TO BE BA191203104219172 A-82729 LC- C1 LACX-CFP DEVOE 1.94- F F,871W 'H WOMB ORME CdCXW P BM O - OpEB ONUGHTNO CONTACTOR 0 AMR Ab 0/111097 01/1994303NGCTOR IQ- OWNS 0911100LAT93 0110199 TOTAL OOBEC1ED LOAD- WER W- 06 ALP. 7/09- =AM 011114 CLOCK P918/9/ La. TOTAL IIBMNOLBAD- 93000 -29 AWE ELECTRIC PANELBOARD SCHEDULE FANE.BOAD u0 VOLTAIE mY PHASE = ME J__ ACRATNC 12 Am PATE. TwE 19 WEN 4E21.1 1EHA TAPE BXiOIRE 1 BOUM= 999 BM RUED OPT229 NC7E WO 9999I91 NY WATS3 PtiMe WATB 44400 9 ION 06989 1 9 0 FAIE.LI, 9 4 0070 A - 20 - 13919 2 A. 9871 B -. - 4 99 C - - 8 7 L0 949.4111 12 20 39 A 900 12 iB.@HOE LO'. 8 0 C/W OWLETS 790 B 790 1290871/31 9 1 1801181 IQ 910 0 890 1904 HOOP 12 W 1E09aaB /SALE 720 A 900 WATER MATER K W 113713 (CALEB TA B 900 99101111ET M 9 ID9TAQH /111 720 0 7927 1W OWLET 9 9 OFD CUTLER 880 A _ _ _ _ SPACE 9 21 BANE - - - - B 22 28 SPACE - - C 9 9 NI11110 A07 QOM 9 9 4400 A : 28 p 40027 a 169 99 C 90 3 681* ADO 900 9 0 MS A D 40 4i1V B M 99 0 9 12 WEE SO W 1 B 40 1 C 42 • ALL 1 TO BE BALAPC ®TO 81110172 A LO- CNCUTE WORM. ELOCK -0Ff 0911°9 B- 90319 99- C091103 91111 MOULTED maw CIT 09399 TOTAL 009 LOAD- 97049 - 1.24998 SYMBOL DESCRIPTION MOUNTING ReceesED INSTALL LAMP L TALOG MANUFAG NO . CA REMARKS ���. ■■. ���I 2' X O. FLUORESCENT WV. ER.EL PARAHOL (21 PT 48421/8021 RS - ROEI°T LOFIPALT PLW EB DEEP CE SR LL 4EpA259R]M03 - I M V FIXTURES YY LAMPS Lag DEM151N6 WALL /9009 PARALLEL b E2 0" ■ 41012r3LT STAIR WAGE MOLN197 END. TO 919 MO WN6 D) F092/TA 9 MJMRE6OENT OCTRON L 11701.1ER 49PO4224PP BO - AO v 490 To CID MOLMIN6 IR , See NIGHT LIGHT C IRLUT. ED PLAN FOR LOCA7I0I9 • /SLY NO119 ®.0P1 1 w 1 ( 4'4• FLUORESIENT STRIP SURFACE / OR PENDANT ,411927 END TO ENO N Po32/95 74 FI1'ORESLENr OGTRON L16HrOL IEU 9112400929 so - L20 - 129 TO EN O D M NS. 99 ASS129BLT ROILS DELOS I 1 921 I 4'O P ' 10191 LINT STRAP WRFAce / OR PENDANT moL TED END TO END N 9002/90 74 FUEOR29ENT OGTRON L16HTOLIER 9W340ReLIFF "SO - Do v - so TO EFID NLVRIN6 'TOILET ROOM ONLY ® S WALE MOAT® - SINGLE CIRCUIT MATTE WHITE TRACK W/ WHITE W TRACK PIXM1RE 5 '�'� E � (U 601,[2001, TlNOSTEN HALOS. LAPSTYI.E LISHIOLIER LYTE- SPAN 1 SO TRAM HEAD • 9W ER 4G2. LisH7 TOUR TRALK4000 EfiNES N 2'4art a' Leans 12 - 0 V OW.Y - FBUUFETEFL KRKR. -•EE TRACK A412742LY NOTE BELOW I I Q I r i _ --y 4M IA TO I LME 1,101199211 STRIP r ALE MOORe0 N 992/1as TB FLUOREWENT =IRON LIEWTOL92 467614014004 - 120 V - 1 SOFFIT LOGATONS : , V-0 LONG 1 I.AM FLUORESCAif 9TAJP SURF... MOWED N Mons, TG. PUJOPHL120T CGTAON LL6HHTOLIHt 97025:009419 -120 V - P9iIFEiAt 50197 LOGATOUS 2'4' IaN6 LAND flJ1oAE<tEM STRIP AGE ' N F011/95 la FLVOP19LE10 00716074 LI6HTOLIE2 976220R949 - 120 V 09, - PH°1NETH° SOFFIT LoOATOHb 0 FirseeseD (U 6o W PARSE MLKTEN NAL06E1 LIWHr LN4L LYTTLASTER 110291 /1176 - 120V ONLY CENTER LI6NT FIXTUPT3 IN cis. TILE, TYPICAL, WERE APPLICABLE 1790 1190727 EE:=3 B CELL I X4' PAPAW -. X11 _ .._ LaN92 PEDMe.R L16Hr RELE6ID- INSTALL FIXTORES NV LAMPS MESS PARALIB To SNIS WALLS F5.27 METALUX FssAVX- 2825161 - DO V -933 TO 129 ,0.11116 SU°FLIED HY TENANT t IIDTAIJm GT 76O. 4 CELL F X 4' 5.,, t AR L,,,,,,,,, PERIMETER L16HT RE09497- INSTALL 1•1912219 YY LAMPS MEMO PARALLEL TO SOUS PMLLE ........ IETA PSGAvx -2 VX1'191N - DO V -1202 TO END 9 TENANT 4 SLPRI® BY TENANT A 1745TAI : m BY TOO. ��% ©•! 2' X 2' FLVORESOENT 9 C8L PARABOLIC SSW LIGHT 4299490LY BATTERY PACK 104008 INSTALL 27 FIXTURES A/ LAWS RUM. PARALLEL TO LOSS 2E419166 WALT. (a FT 40OV636 RS - COMPACT PI 9197240°7 usHroLleR PARALTIE •PLA29 'LSSU4 - 197V NU 12/439ENOT DATTERY TALK FOR N LAMP 9O MME IBS NM, at J!��l 2' X 4 CELL PLJOR PARABOLESCENT LL IC PELF INSTALL (O FT 400 COMPACT FL V696 RS - L16HTO PARALYZE 4RN6SL9]1M -740 - 120 V LOCATED IN THE 217716 AOQd 4 2177116 ROOM V191r BILE ROOM FIXNRE6 W/ PARALLEL TO LONG =MINNS MALL sURFA.e MaMTED - MoNOPONT SINGLE cIRGIT MATTE W71 TRAGIC FIXTURE °1#ALe FASTED TW6%TEJ 119.4451 CAPST EE N 60x1 PAR 00 LicerO TER LYTESPAN 4°02297 LOW vOLTA6EOPE0 RING - 120 V ONLY - SURFACE .12 To 6190WH 4' -0' LONG I LAPP PTy �. • P SURPAGE WANTED UHORS TB RU017199247 L16FIroLIER TAA It, II - 120 v -971.04 ON WALL UNDER BO IVM SHELF /HOVE MANAGERS DESK I 1 N 1 1 2 x 2. FWOPESGEN' 4 eau_ PARABOLIC 74911 user/ 1.9 489.7 BATTERY PACK RECPS6rSo INSTALL FORUMS W/ LAMS Ram. PAR9JS TO LONE Ch?1101N6 WALL (/ 9 4001.16.5 RS - LOI.pAcT FLUOIAexENT 1.944roLeR PAPAL,. •RA269 ,294 -1 9 - 120V W/ ET45 BATTERY TALK FOR N LAMP 1111117E USE - HOLAT'D IN PITS. ROOPTS 4 PITTING ROOM VESTFLLE A 121LESSFS BALLAST MoHD1171Nf MUSS - FKE ,0411127 ON N/ef HALIVE LAMP . 9 . 43, TRAN990.0. -270 V ONLY C047231. LIGH PIX U S9 IN CL6. TILE, VP., 11409 APPLICABLE XI® PREMIUM EOSE -LIT EXIT T resse -LIT LIGH ,Pa - SINYie PALE f:f4r GEILIN6 Ma2(I127 lEC L ED. IESSE7 11113E7 r3LDPR9MP - co V -1.009 4 IN SAL9S AREA FITTING ROOM WMISIBLE exSR6eNGY BATTERY Wirth DUAL HEAD LWOW Ace = m (2) 9NAT7 Y U` )612 BAS% 1160 1MEABIY I NLANDEiLBTf 0 ttER61E SDI-NYC -.120 v X3 e13T L16HT fEILI WALL. LL FIXTURE FI l42PMIw . SUFI ACe XTURE 12 CD W LAMPS 1.10397 ST MR. - DO V AAGATT9 IN STOGKROOAT Er 7TSA6E:LY 1 .. • OAT1139 TALK WTN W9- _ L16 Nf a,�A,_ MOUNTED To ZZA,,i (2) ADJI9TE.E PAR p6 f AtmE4GEN LMPH LI6NTALARNB 1 ,17 ER 11 LE2 -IPF - 120 V GALES AREA TRACK ASSBELY NTE0 NOTE NW AL 11914 EWES ARE(STD,99 I. TRACK MST LE FED EVERY 27 1846 F� CONSLTQ0 REFLECTED EHLW6 PLY( FOR MEWL LENT 1. 91391Fly LON 17 CANtE IF®/S 9111911ASTW6Hf OR1. 9. ON ION6E! 18KTN5 OF 70K.K 0' I.BK7H5 WLL � IE� AG. M1D0,V ' POr91EE AND LUf B' laIIRAL TO SIZE ROUES WED. 4. ATTACH TRAL E1JP5MM1 PROVI FOR 19. 41 B'P CKCU O. ATTAEN 1R, TD AN 8629 19. 17NTHL TRACK CUPS. SPA PAINTS 4175YIH1E O. IRT VA= C O LL RH°1R92K 4 LON MAINE IECTTORR8 AT LL I A MO 1010 ALL TRKX.GIt®6,EARBL9, AND 9A04 F7�p. oT101 ED MIME MIME lag LPA -25 LPA -21 LPA -25 I I I i pl I r 1 � 1 ,� _.. Mil r i II II st-_ rmLPA -11�f!�' - IT w ul1 v`l ■ R R�IIIIIM---.11 .1.EME11.------ � ORMI♦� -.��1_ d1p . ___________ PA-15 I� coz�LT nrEaln°rELan�L�n�. ,i �� ��' r��nWM;ua I a I III iii• HIRE •u� °I rk i u uM• R° ••u uuu u•uP::•• LPA - 23 I �It 1■ D -1 �� � IgEME\II V I EN ■..� ■ • \•11 I...5 \• Mill _ ° CUNT N LIGHTS ON WALL .,fir �4��R�IT+ �I ���• / r'•� /-..---_ ►"+ ABOVE MANAGER'S DESK LPA -2 I a l l,�r_`°'�..ilra ■■�MIVE ��.E■MIN ,MIN 1 i��iIAL I R 1111 -�W :: LOW BOTTOM SH ELF. W" �.- I 1 1EMIR•• ., I'. ■■III.■.,■■■■■EWNII■I■■■■NAMIII 111'■■IIIII,IIIII'.,'.�■■I�MIgl AP I al•,i•©:: i©::uliu' .••©::••�P:: uo t u•uM: u ••�:: •iiE " ''•r _.__' ®..�I _ • lima _.� - _. - 1 E. ■■ /ill It-1��IME���iMMI �EM��MMI\LIEMMI♦ MIEL ��� \�EL 1I EMI 0.. :1 al I •111 ■.11•.11A ■ ■ .11..■11■ 11■h. moNNE■■E•mboyN11• a••' " •ii ti I IN:I. !11h• ■.! : ! \!1•!■ ■■ pswe i ! \111► 111 ; _ i!'_ii ;'L' 1, I quoin _:am•'E :I>a � = :um :gVm �:e�l�' _ um•�:��fo � _ u•u :riu�; :�1 , 11 t , pile- I I I =1'I 1 1_� i 11 -11 11 11 a ' - M ���i � ■U ■ ■! ■•! ! ! ■I ■I ■- ■!!!!!!_!!!I i� I! ■ ■I/■!i•��� �i/�!!�oia- ors a <� =r• ��a: Sri (�ia��r:��ae�i� %�r��a���ia��r_i �a����iarr;���G :I I IIr1 I:!1•IirlP id , I ''LI�S�!UAli_lI�IL�r;l___� �Ir-�!P_N__IS7T�3!g_ llEI!�_____�___� � : ' 1 /� �I�RO fCI s MI S •]1 R- - s f .TX IJ1 s i. -s.- l•]I IbI � 1 �,��_ , LPA-8 LPA -21 I�, i�111N�r1.l, .�., . . _. _ .,-_ ,. �.es. �. -.4 ...... _ • FITTING RM. VESTIBULE GLG. -I PCP -GUT DIMENSION I 0 MEM CLG -3 2' -4 I/2" 200 AMP G.B. (BY TEN. G.G) I ( STOCKROOM L G - 5 EXISTING TOILET ROOM EXIST 1 (2) SWITCHES MTD +45" AF.F. WIRED TO LIS4 CONTACTOR. 6.C. TO INSTALL A PERMANENT LABEL DENOTING WHICH SWITCH CONTROLS WHICH LIGHT) EXIST RATED CORRIDOR EXIST L BHT NG PLAN SCALE: I/8" I' -0 GE I L I NG LEGEND LANDLORD ELECTRICAL DISTRIBUTION BOARD - 755-D2 120/208V 3 PH 4W SERVICE SOCKET (EXIST) METES ST TEN. 60) 45/0- I56 (BY TEN. 60) 2 -1/2" G (EXIST) 1407E; ALL ELECTRICAL WORK SHOWN IN SCHEMATIC TO BE NEW BY TENANTS 6ENERAL CONTRACTORS ELECTRICAL SUBCONTRACTOR UNLESS NOTED OTHERWISE. ACCESSIBLE FITTING RM. #I GLG - I 4'-0 FITTING RM. #2 GL.G -1 O- LEASE LINE AMP LPB 24 TO AC -I, AG -2 EACH WITH C 60 AMP WP DI50 5W 5 #8 -I "G 6FIC WP OUTLET LPA 414 -I *55RD I -I/2' G vG YG (2) 12 POLE LIGHTING CONTACTORS ASCO 411 STANDARD NEMA MECHANICALLY HELD WITH (2) SWITCHES MT0 +48" A.F.F. - SEE SHEET El.; FOR LOCATION. TIME CLOCK AS MFG, BY PARAGON MODEL# 1001 -00 (1) DAY TIME CONTROL, (14) PIN OR APPROVED EQUIVALENT. CALENDAR TYPE (4 POLE 40 AMP) ELECTRICAL PAN (EXIST) 2 225 A H LO 4W EL 225 AM P / (MLO) ELECTRICAL PANEL (EXIST) 120/205V 5 PH 4W 250 AMP/ (NEWS 200 MOB THE ELECTRICAL CONTRACTORS SUB-CONTRACTOR 15 RESPONSIBLE FOR CHECKING ALL VOLTAGES ON PLANS UPON FIRST VISIT TO THE SITE THE INCOMING SERVICE SHOULD CORRESPOND TO THE SPECIFICATIONS FOR THE LIGHTING FIXTURES AND THE H.VA.G. EQUIPMENT AND BE PROPERLY NOTED ON THE ELECTRICAL PANEL DIAGRAMS AND RISERS. ANY DISCREPANCIES SHOULD BE REPORTED TO THE ARCHITECT IMMEDIATLY. ADJACENT TENANT 145' -8" LEASE DIMENSION M - L RVICE CORRIDOR ADJACENT TENANT 24' -0" L 24'-0" SALES AREA GLG -1 SENSORMATIG ALARM READ OUT BOX PROVIDED BY TENANT AND MOUNTED BY TENANT GENERAL I o' CONTRACTOR ® +IO' -4• AF.F. TO Y BOTTOM OF 30X LPA-S (1) D 2 (9 1 -1 TENANT S.C. TO CONFIRM EXACT INSTALLATION LOCATION OF THIS TRACK SECTION WITH THE CHILDREN'S PLAGE REPRESENTATIVE GLG3 12' -4 I /2" EIMER I. ALL LIGHT FIXTURES WILL BE FURNISHED, COMPLETE WITH LAMPS, BY THE TENANT AND SHALL BE INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. 2. TYPE 'C' LIGHT FIXTURE SHALL CONSIST OF 2 -FOOT, 4 -FOOT, AND/ OR 8 -FOOT TRAGIC LENGTHS, OUTLET BOX FEEDS "L" / STRAIGHT FEED CONNECTORS AND FLEXIBLE FEED CONNECTORS. COLOR FINISH OF ALL TRACK AND HARDWARE SHALL BE SLACK OR WHITE. INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. EXACT LOCATIONS OF TRACK HEADS SHALL BE COORDINATED WITH TENANT. 3. COORDINATE LOCATION OF ALL FIXTURES WITH ARCHITECT'S REFLECTED CEILING PLAN. 4. NO EXPOSED CONDUIT ALLOWED. 5. SUPPORT ALL 2' x 2' FLUORESCENT LIGHTS INDEPENDENTLY FROM ALL (4) FOUR CORNERS OF THE FIXTURES NOT FROM GEILIN6 GRID) LIGHT FIXTURE NOTES L42�6 ELECTRIC LOAD SUMMARY 09E11 MAIM 0999113N 04L1C9X13118 9000 /NEON FE8E'7..0 DRAW /VRJRA710N A011 AC-2 COBRIED 10 MOLT Ncn W7ABE FACTOR CBS 10 127 to 120 s0 123 TD 126 110 100 TCTAL- BE- • WE°SEATER VALLE OF THE TWO GTE0WE8 9 DIY CFTI€ Lwow MOM 0110010000C1 N 8mH1 APPLIED OW ON ONE LNC 7iT ntec. sarazzaraw.o.meNr 90WAPEiFOOrONSHoW 1911991.933 ACR4L MOW 2,27041 LIdRNO KVA 3181914 VO _TIDD • 192201 FEE0E0 AMEBA. 90 2 173 IOF NO'8 93 79 OBE 200 AM B218/OE is F ni•.1v1�n ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRIGARIGO CONSULTING ARCHITECT LA 42441 ME 4414 MD 43463 -R MA 44516 MI .25316 MN 415443 MS 41348 MO 4A -4565 MT 4'54 NE #A -1134 NV 41678 NH 41!12 . 406411 NM 41124 NY 4012044 4 3065 NO 4615 OH 46056 1NA 44806 AL 9 AEC AR CA CO CT DE FL GA ID IL IN IA KY DATE, 413150 41545 4C -015102 4G -2445 45005 97433 42013 41605 43418 4AR -05641 41521 4001 -010114 44114 #2364 .2 4216 8/20/01 CLIENT 8/20/OI LANDLORD 8/20/0 BUILDING DEPT. 8/20/01 VENDORS DATE: PROJECT: ISSUE GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 .692.0222 F 973 .692.0223 E ttg@trlcarico.com THE CHILDREN'S PLACE OK OR PA RI SG 527 TN TX UT VT VA WV WI WY GTY� SE? 1 2 2QO1 AS NOTED �; ptvtstU' - PI - PR 14435 GUAM 4332 No. REVISIONS / BY: LOCATION: STAGE 027404 SOUTH CENTER MALL TUKWILA, WA 4 2205 42.605 4B-6O3p 410TT 42126 43154 4 012534 46166 11 955 41241 44220 41486 4A -5041 4C -1001 © ALL RIGHTS RESERVED TH15 DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPER, OF THE TRICARICO GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIDN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARML FROM ALL CLAIMS; INJURIES, DAMAGES; LOSSES, EXPE119t_D AND ATTORNEYS PEES ARISING. OUT OF MODIFICATIONOR REUSE OF THESE MATERIALS. THE SEHERM_ CONTRACTOR AND /OR ALL 99-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE. SUCH INFORMATION BUT TO CONTACT THE ARCHIMCT OR HIS REFRESIWTATIVE REGARDING MEASUREMENTS, IP SUCH HEART...MEV. DO NOT APPEAR. CORRECT, ADD UP PROPERLY OR .ALE GGEENECY, TO THE INDICATED SIZE. PROJECT NO. DRAWN BY: 10302 DS SCALE: CHECKED BY: AS NOTED HW / JRA DATE: 8/20/01 DRAWING NAME: LIGHTING PLAN $ 5GH DU ES NIGHOLAS J. TRI GO CONSULTING AR4 IT" GT lir IST) I DRAWING NO. APPROVED BY or Q z w O 0 z OT SCALE: E L E C T R I C A L G E N E R A L S P E C ( GENERAL REQUIREMENTS I. GENERAL CONDITIONS: ALL GONDITIONS AND REQUIREMENTS UNDER THE "GENERAL CONDITIONS," THE "SUPPLEMENTARY GENERAL CONDITIONS," THE "SPECIAL CONDITIONS" SHALL BECOME A PART OF THIS SPECIFICATION, AND BIDDERS WILL EXAMINE ALL DRAWINGS AND READ ALL. PARTS OF THE SPECIFICATIONS TO AVOID OMISSIONS, DUPLICATIONS, AND TO INSURE COMPLETE EXECUTION OF ALL WORK FOR A COMPLETE OPERATING ELECTRICAL SYSTEM. 2. GENERAL: THE WORK UNDER THIS SECTION &HALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT AND INCIDENTAL COSTS NECESSARY TO FURNISH AND INSTALL ALL ELECTRICAL WORK, EQUIPMENT, LAMPS, ETC. INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN, OR BOTH. 3. SCOPE: FURNISH LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC., REQUIRED FOR A COMPLETE INSTALLATION OF ELECTRICAL SYSTEMS AND WORK, IN ACCORDANCE WITH LOCAL CODES AND GOVERNING BODIES HAVING JURISDICTION, AS SHOWN ON DRAWING'S, AND A5 SPECIFIED, INCLUDING BUT NOT LIMITED TO THE FOLLOWING. A. ( NEW ) SERVICE -- TENANTS CONTRACTOR 15 TO UPGRADE EXISTING ELECTRICAL SERVICE WIRE, CONDUIT AND ELECTRICAL EQUIPMENT (ADEQUATE IN SIZE FOR TENANT'S NEEDS FROM LANDLORD DE516NATE12 ELECTRICAL/ METER ROOM TO POINT OF ALL NEW SERVICE EQUIPMENT); GUT AND EXTEND CONDUIT AND WIRE TO POINT OF NEW ELECTRICAL EQUIPMENT. ALL EXISTING ELECTRICAL EQUIPMENT WHICH IS REUSED TO BE BROUGHT UP TO "LIKE NEW" CONDITION AND THE LATEST N.E.G. STANDARD. REFER TO THE EL WIRING SCHEMATIC ON SHEET EI.I FOR JOB SPECIFIC ELECTRICAL REQUIREMENTS. SI' E'GE SPACE MAY OR MAY NOT BE MEASURED OR REVIEWED BY TENANT'S ARCHITECT, THE ACTUAL LOCATION OF SERVICE AND PANEL LOCATIONS MAY NOT BE KNOWN. THE ELECTRICAL 5UBCONTRAGTOR IN REVIEW OF THE PREMISES 15 REQUIRED TO INSTALL PANELS IN LOCATION AS NOTED ON DRAWINGS AND MUST INCLUDE IN HIS BID ANY EXTENSION OF CONDUIT AND WIRE, NEW DISCONNECTS, RELOCATION OR INSTALLATION OF PANELS, TROUGHS, WIRE -WAYS, ETC.. TO MAKE SYSTEM WHOLE AND TO UPGRADE AS NECESSARY TO MEET CODE REQUIREMENTS. INSTALL NEW SERVICE INCLUDING CONDUIT AND WIRE FROM DEMISED PREMISES TO LANDLORDS ELECTRICAL ROOM IF THE EXISTING SERVICE NEEDS TO BE UPGRADED FROM WHAT TENANT WAS ORIGINALLY TOLD SERVICE MOULD BE, OR THE SERVICE NEEDS TO BE MO\TE BECA,SE IT 15 EITHER SHOWN TO BE. MOVED OR IS EXISTING NOW IN THE PATH OF FUTURE PARTITION OR OTHER SERVICES: IF SERVICE 15 ADEQUATE OUT MUST OGA p. G A • 43g.. XI IN . - AND co Dl/1 0 POINT OF ALL NEW PANELS. DISCONNECTS. TROUGHS, TIME CLOCKS: ETC B. POWER DISTRIBUTION SYSTEMS AND TRANSFORMER AS NECESSARY. C. LIGHTING SYSTEMS (ALSO SEE REFLECTED CEILING PLAN). D. ELECTRICAL ENERSIZATION - MI FAN AND MOTOR. E. MOTOR POWER. WIRING SYSTEM. F. TELEPHONE EMPTY CONDUIT SYSTEM (INCLUDING TERMINAL BOXES AND OUTLETS). S. CONVENIENCE. RECEPTACLE OUTLET SYSTEM, DOOR ALARM/ENTRY SYSTEM. H. EMERGENCY LIGHT SYSTEM AND BATTERIES FURNISHED BY CLIENT AND INSTALLED BY THIS CONTRACTOR, I. GROUNDING IN ACCORDANCE WITH NATIONAL ELECTRIC CODE AND ALL MALL REQUIREMENTS. J. NIGHT LIGHT CIRCUITING THROUGHOUT PREMISES AS PER CODE WHETHER SHOWN OR NOT ON DRAWINGS. K. LOCK OUTS FOR EXIT/EMERSENCY LIGHTING, ALARM SYSTEMS, CASH RESISTERS, GRILLE AT ENTRY (IF APPLICABLE). L. SMOKE DETECTORS FURNISHED AND INSTALLED WITHIN STORE TO INCLUDE LOCATIONS AND INTERNAL/EXTERNAL WIRING IF REQUIRED BY LANDLORD OR FIRE MARSHAL. M. ELECTRICAL SUBCONTRACTOR, WHEN BIDDING THIS WORK, TO CHECK TO MAKE SURE THAT SERVICE WIRE, CONDUIT, DISCONNECTS, ETC., ARE ADEQUATE FOR TENANTS NEEDS -- IF ADDITIONAL SERVICE IS REQUIRED, INCLUDE NEW CONDUIT AND SERVICE FEED OR DISCONNECTS, METER BASE AND METER (IF APPLICABLE), ETC., TO BRING SUCH SERVICE UP TO TENANTS NEEDS. N. FURNISH AND INSTALL ALL CONDUIT AND WIRING, DISCONNECTS, BREAKERS, BALANCING OF LOADS, ETC. FOR HOOKUP OF ALL H.VAC. EQUIPMENT UNIT, OR IN -LINE HEATERS WHETHER SUCH HEATERS OR EQUIPMENT/ UNITS ARE SHOWN OR NOT. 0. FURNISH AND INSTALL A TWENTY FOUR (24) HOUR, SEVEN (7) DAY TIME CLOCK INCLUDING. ALL INTEGRAL WIRING AND LOAD BALANCING (PANEL) FOR CONTROLLING THE STOREFRONT 5165 AND SHOW WINDOW LIGHTING, WHETHER SUCH WORK IS OR IS NOT SHOWN ON PLANS / OR SPECIFICATIONS. P. FURNISH ALL LABOR AND MATERIALS TO COMPLETE ALL ELECTRICAL WIRING AS INDICATED IN SPECIFIC NOTES #'S 5, 4, 8, 10, 22, 24, 28, 24 AND 32. 4. SUBSTITUTIONS: CATALOG AND MANUFACTURER'S NUMBERS IN THIS SECTION AND ON THE DRAWING'S ARE FOR THE PURPOSE OF ESTABLISHING STANDARDS OF QUALITY AND TYPE OF MATERIALS TO BE USED. PRODUCTS OR OTHER MANUFACTURERS MAY BE USED IF SIMILAR AND EQUAL IN QUALITY AND. DESIGN IN THE :)PINION OF THE OWNER OR OWNERS ARCHITECT AND ARE SPECIFICALLY APPROVED BY THE OWNER OR OWNERS ARCHITECT, IN WRITING, PRIOR TO CLOSE OF BIDDING. REQUESTS FOR APPROVAL OF SUBSTITUTIONS SHALL BE IN WRITING, AND SHALL INCLUDE REPORTS OF TESTS, PERFORMANCE DATA OR OTHER PROOF OF EQUALITY TO THE ITEM SPECIFIED. 5. SHOP DRAWINGS: PRIOR TO THE COMMENCEMENT OF WORK, SUBMIT ONE (I) SET OF THE FOLLOWING ITEMS TO THE OWNERS ARCHITECT IN THE FORM OF SHOP DRAWINGS, DETAILS OR CATALOG CUTS FOR THE RECORD: LIGHTING AND POWER PANELS, WIRING DEVICES, SAFETY SWITCHES, TRANSFORMER AND ANY OTHER ITEMS AS REQUESTED BY THE OWNER OR THE OWNER'S ARCHITECT. 6. WORKMANSH A. USE EXPERIENCED, WELL QUALIFIED CRAFTSMEN, IN 5000 STANDING HITS THEIR RESPECTIVE LABOR UNIONS. B. USE CAPABLE AND EXPERIENCED SUPERINTENDENTS, AUTHORIZED BY THE CONTRACTOR TO INSTRUCT WORK, MAKE JOB DECISIONS AND ACT FOR THE CONTRACTOR IN ALL MATTERS PERTAINING TO THE CONTRACT. '7. PERMITS. TESTS AND INSPECTION': A. APPLY FOR, SECURE AND PAY FOR ALL REQUIRED PERMITS, FEES, LICENSES AND ROYALTIES TO ACCOMPLISH THE WORK. B. APPLY FOR, SECURE AND PAY FOR ALL REQUIRED TESTS AND INSPECTIONS TO ACCOMPLISH THE WORK IN CONFORMANCE WITH ALL CODES AND JURISDICTIONS. G. FURNISH SIGNED CERTIFIED AND ACCEPTABLE COPIES OF ALL ITEMS COVERED IN (A) AND (B) ABOVE TO THE OWNER FOR HIS RECORDS. D. COMPLY WITH RULES AND REGULATIONS OF JURISDICTIONAL AUTHORITIES AND MALL OR LEASE SPECIFICATIONS AND REPORT ANY DEVIATIONS ON DRAWINGS TO OWNER. 8. CODES. RULES AND REGULATIONS: THE CONTRACTOR SHALL FURNISH, WITHOUT EXTRA CHARGE, ANY ADDITIONAL MATERIALS AND LABOR, THAT MAY BE REQUIRED FOR COMPLIANCE WITH ALL GOVERNING LAWS, RULES AND REGULATIONS, EVEN THOUGH THE WORK IS NOT MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. NOTHING IN THE PLANS OR SPECIFICATIONS SHALL BE DEEMED AS AUTHORITY TO VIOLATE ANY GOVERNING CODE. 4. ACCURACY OF DATA, A. THE DATA GIVEN HEREIN AND ON THE DRAWINGS ARE AS EXACT AS GOULD BE SECURED, BUT THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED. THE SPECIFICATIONS AND DRAWINGS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR. EXACT LOCATIONS, DISTANCES, LEVELS, ETC.., WILL BE GOVERNED BY THE BUILDING AND THE CONTRACTOR SHALL USE THE DATA CONTAINED HEREIN WITH THIS UNDERSTANDING. B. THE EXACT LOCATION OF EACH AND EVERY OUTLET OF EACH WIRING SYSTEM, NOT DIMENSIONED ON THE DRAWINGS, SHALL BE AS DIRECTED BY THE OWNER, THE OWNERS ARCHITECT OR HIS SELECTED REPRESENTATIVE. 10. CLEAN -UP: REMOVE ALL SURPLUS MATERIAL, EQUIPMENT AND DEBRIS INCIDENTAL TO THIS WORK AND LEAVE THE PREMISES IN A CONDITION ACCEPTABLE TO THE OWNER. I. GUARANTEE: FURNISH A WRITTEN CERTIFIED GUARANTEE, IN ACCEPTABLE FORM TO THE OWNER, AGAINST ANY DEFECTIVE WORKMANSHIP, MATERIAL AND OPERATING EQUIPMENT. THIS GUARANTEE SHALL BE IN FULL FORCE AND EFFECTIVE FOR A PERIOD OF ONE (I) YEAR AFTER ACCEPTANCE OF THE INSTALLATION. F I C A T I O N 12. TEMPORARY ELECTRIC SERVICE, THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICAL WIRING FOR CONSTRUCTION USE AS FOLLOWS: THE SERVICE ENTRANCE AND FEEDER SHALL BE 60 AMPS, SINGLE PHASE, 5 WIRE 120/208 VOLT FUSED MAIN DISCONNECT. THE FEEDER TO SERVE THE TEMPORARY DISTRIBUTION WIRING PROVIDING TEMPORARY LIGHTING IN ALL AREAS AS INDICATED ON DRAWINGS AND WHEREVER REQUIRED FOR THE OPERATION OF 120 VOLT SINGLE PHASE PORTABLE TOOLS AND EQUIPMENT NOT TO EXCEED I H/P. THE WIRING SHOULD BE EXTENDED ALSO, 50 THERE 15 A 120 VOLT .SINGLE PHASE OUTLET WITHIN 7S FEET OF ANY PORTION OF THE BUILDING. PROVIDE GROUND FAULT PROTECTION FOR ALL 10 RECEPTACLES NOT TO BECOME A PERMANENT PART OF THE INSTALLATION. 15. STRUCTURAL CONDITIONS: NOTCHING AND BORING OF STRUCTURAL MEMBERS WILL NOT BE PERMITTED. IF CONDUIT, BOXES, ETC. NEED TO BE HUNG FROM STRUCTURAL STEEL, ONLY HANG FROM TOP FLANGE OF BEAMS AND TOP CHORDS AND ONLY AT PANEL POINTS OF JOISTS / TRU0CCG. 14. COOPERATION WITH OTHER CONTRACTORS: THIS CONTRACTOR SHALL COOPERATE WITH ALL OTHER CONTRACTORS FURNISHING LABOR MATERIALS AND ALL WORK, 50 THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. IN THE EVENT OF ANY MECHANICAL OBSTRUCTION, AS PLUMBING OR AIR CONDITIONING DUCTS IN WAY OF ELECTRICAL EQUIPMENT, IT 15 THE RESPONSIBILITY OF THIS CONTRACTOR TO NOTIFY THE OWNER'S ARCHITECT BEFORE COMMENCING ANY WORK. II. BASIC MATERIALS AND METHODS I. RACEWAYS AND BOXES A. WHERE SIZES OF RACEWAY OR BOXES ARE NOT INDICATED, THE CONTRACTOR SHALL SIZE T IG,C ITEMS AS REQUIRED FOR THE INSTALLATION. B. FLEXIBLE METAL CONDUIT AS ALLOWABLE BY CODE SHALL BE USED FOR FINAL CONNECTION OF LIGHTING FIXTURES AND WIRING DEVICES TO BE INSTALLED IN HUNS CEILINGS. WORK INSTALLED IN METAL PARTITIONS SHALL BE RUN IN CONCEALED ELECTRIC METALLIC TUBING OR FLEXIBLE CONDUIT. BRANCH CIRCUIT WORK CHASED INTO EXISTING CONSTRUCTION FOR CONCEALMENT UNDER PATCHED FINISHES, MAY BE INSTALLED IN RIGID CONDUIT, OR EMT, E. CONDUITS THAT RUN EXPOSED ON EXTERIOR OF ,BUILDING SHALL BE RIGID CONDUIT WITH WEATHER TIGHT, CORROSION- RESISTANT FITTINGS. F. FLEXIBLE STEEL CONDUITS SHALL BE USED IN MAKING UP SHORT, FLEXIBLE CONNECTIONS TO, ROTATING OR VIBRATING MACHINERY, MINIMUM 12" LENGTH AND FOR CONNECTIONS BETWEEN JUNCTION BOXES IN HUNG OR FURRED, CEILING FIXTURES. ' 6. ALL INTERIOR FEEDERS OR EXPOSED FEEDERS TO THE PUBLIC'S EYE, SHALL '. BE INSTALLED IN RI61D CONDUIT OR EMT. H. MINIMUM SIZE CONDUIT SHALL BE 3/4" TRADE SIZE UNLESS OTHERWISE INDICATED ON THE, DRAWINGS. I. ALL WORK RUN IN UNEXCAVATED' AREAS, CRAWL SPACES, TUNNELS, OR. UNDERGROUND SHALL BE INSTALLED IN RIGID CONDUIT. L ALL WORK RUN EXPOSED WITHIN THE BUILDING MAY BE INSTALLED IN RIGID STEEL CONDUIT OR ELECTRICAL METALLIC TUBING. K. ALL WORK RUN CONGEALED WITHIN HUNG OR FURRED CEILINGS, METAL STUD PARTITIONS AND THE LIKE, MAY BE INSTALLED IN RI61D STEEL CONDUIT, ELECTRIC METALLIC TUBING EXCEPT THAT WIRING IN OR THROUGH SLABS SHALL BE IN RI61D'CONDUIT. L. GALVANIZED RRECLED STEEL OUTLET BOXES OF PROPER SIZE AND T AS REQUIRED BY THE. BUILDING CONDITIONS SHALL BE PROVIDED FOR ALL INTERIOR OUTLETS FOR LIGHTING, SWITCHES, RECEPTACLES, CLOCKS, SIGNALS, AND THE LIKE. M. PROVIDE GALVANIZED FITTINGS FOR EXPOSED WORK, THREADED FOR CONDUIT CONNECTIONS AND PROVIDE WITH SUITABLE COVERS. N. THE OUTLETS FOR LOCAL SWITCHES SHALL BE,INSTALLED ADJACENT TO THE TRIM ON THE STRIKING SIDE OF THE DOOR, REGARDLESS OF THE LOCATIONS INDICATED ON THE DRAWINGS; THEREFORE, CHECK ALL DOOR SWINGS BEFORE INSTALLATION CONDUIT AND OUTLETS. G. D. 2. GROUNDING: A. ALL MAJOR PARTS NOT CARRYING CURRENT, INCLUDING THE FOLLOWING ITEMS, SHALL BE PROPERLY GROUNDED. I. SECONDARY FEEDER CONDUIT AND EQUIPMENT ENCLOSURES. 2. PANEL BOARD. ENCLOSURES, PULL AND JUNCTION BOXES, CABLE TROUGHS. 5. ALL CONDUITS, METAL MOLDING AND OUTLETS BOXES. 4. FAN AND EQUIPMENT HOUSINGS EXPOSED ON THE STRUCTURE OR ON GRADE. PROVIDE "ISOLATED" GREEN &ROUND BUS FOR PANEL 'B', IF REQUIRED. ALL CASH REGISTER OUTLETS TO BE ISOLATED AND SEGREGATED. B. G. 3. SAFETY SWITCHES: A. PROVIDE WHERE SHOWN. OR AS REQUIRED, HEAVY -DUTY, METAL ENCLOSED, EXTERNALLY-OPERATED FUSED, OR UNFUSED, SAFETY SWITCHES, OF SUCH TYPE AND SIZE AS REQUIRED TO PROPERLY PROTECT OR DISCONNECT THE LOAD FOR WHICH THEY ARE INTENDED. THE OPERATING MECHANISM SHALL BE SO DESIGNED THAT THE SWITCHES MAY BE LOCKED IN THE "ON " OR "OFF" POSITIONS. WHERE "WEATHERPROOF" SAFETY. SWITCHES ARE' OR REQUIRED, THESE SHALL BE AS SPECIFIED ABOVE EXCEPT ENCLOSURES SHALL BE NEMA III, RAINTIGHT. 4. MOTOR AND OTHER WIRING: A PROVIDE ALL REQUIRED CONDUIT, WIRING AND SAFETY SWITCHES FOR ALL MOTORS, AND ANY OTHER ELECTRICAL EQUIPMENT INSTALLED OR CONNECTED UNDER THIS DIVISION. B. ALL MOTORS WILL Be FURNISHED AND SET UNDER OTHER DIVISION, THE WORK OF THIS DIVISION SHALL INCLUDE PROVIDING ALL CONNECTIONS SO AS TO BE COMPLETE. G. ALL STARTING DEVICES, MOTOR CONTROLLERS, FLOAT SWITCHES, LEVEL SENSORS, ALARM DEVICES, REMOTE CONTROL PUSHBUTTONS, ETC., WILL BE FURNISHED BY THE VARIOUS CONTRACTORS, UNLESS OTHERWISE NOTED HEREIN, BUT THIS CONTRACTOR SHALL SET THESE DEVICES AND PROVIDE ALL CONNECTIONS. D. FOR EACH THERMOSTAT (BY H.V.A.G), PROVIDE 4" X 4" OUTLET BOX WITH 3/4" EMPTY CONDUIT STUBBED UP INTO HUNS CEILING. AND BUSHED. PROVIDE STEEL PRA. WIRE FOR EACH LOCATION. S. WIRING DEVICES: A COMPUTER RECEPTACLES AT CASH WRAP AREA SHALL BE HUBBELL *165352, COMPUTER GRADE WITH "ISOLATED" GROUND LUGS. B. ALL WIRING DEVICES INSTALLED IN THIS BUILDING SHALL BE "SPECIFIED GRADE," MANUFACTURED BY ARROW, HART AND HEGEMAN, HUBBELL, GENERAL ELECTRIC, OR EQUAL. C. LOCAL SWITCHES SHALL BE TOGGLE TYPE, A.G. RATED 20 AMPERES, 125 VOLTS OR 277 VOLTS, QUIET -TYPE WITH SILENT OPERATING MECHANISM, TOTAL CLOSED IN A MOLDED COMPOSITION BASE. SWITCHES SHALL BE SINGLE POLE, THREE OR FOUR -WAY AS INDICATED. WHERE LOCK TYPE LOCAL SWITCHES ARE INDICATED, THESE SHALL. BE SIMILAR TO ABOVE SPECIFICATION WITH KEY OPERATOR; PROVIDE TO OWNER TWO (2) KEYS FOR EACH SWITCH INSTALLED, D. ALL RECEPTACLES INSTALLED. IN THIS BUILDING SHALL BE OF THE GROUNDING TYPE, WITH GROUNDING PIN SLOT CONNECTED TO DEVICE GROUND SCREW. FOR GROUND WIRE CONNECTION TO CONDUIT SYSTEM. 6. SIRES AND CABLES: A. ALL WIRE FOR LIGHT AND POWER INSTALLATIONS SHALL BE HIGH CONDUCTIVITY COPPER, 600 VOLT INSULATED IN ACCORDANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS STANDARDS FOR TYPE "THIN" WIRES, EXCEPT AS NOTED ON THE DRAWINGS OR OTHERWISE SPECIFIED HEREIN. B . NO WIRE SHALL BE SMALLER THAN ON. 12. AJN.6. ALL WIRE NO. 8 AND LARGER SHALL BE. STRANDED. G. WIRES SHALL BE COLOR COOED. D. ALL WIRES SHALL BE POLARIZ E. CIRCUIT WORK BETWEEN OUTLET BOXES AND EACH RECESSED LIGHTING FIXTURE SHALL BE TYPE 'AF' WIRE. F. HOME RUNS AND BRANCH WIRING, FOR 120 VOLT CIRCUITS SHALL BE AS FOLLOWS: LENGTH !HOME RUN WIRE SIZE CIRCUIT WIRE SIZE I' TO 50' 12 12 50' TO 100' 10 12 100' TO 150' 8 12 7 LIGHTING AND POWER PANELS: A. PANELS SHALL HE CIRCUIT BREAKER TYPE INSTALLED IN CODE GAUGE GALVANIZED SHEET STEEL CABINETS, FLUSH OR SURFACE MOUNTED AL. INDICATED ON THE DRAWINGS. THE PANEL SECTIONS SHALL BE MOUNTED AWAY FROM THE BACK OF THE CABINETS IN SUCH A MANNER THAT THERE WILL BE NO SPACE BETWEEN THE CABINET TRIMS AND FRAMES. THE GUTTER SPACES ON ALL SIDES, TOPS AND BOTTOMS SHALL BE OF SUFFICIENT SIZE TO PREVENT OVERCROWDING. OF WIRES AND CABLES AND TO PROVIDE SUFFICIENT VENTILATION TO PREVENT OVERHEATING OF THE CIRCUIT BREAKERS. EACH CABINET SHALL BE COMPLETE WITH HINGED DOORS, CYLINDER LOCK, DIRECTORY FRAME AND NEATLY TYPED DIRECTORY CHARTS. ALL PANELS SHALL BE KEYED ALIKE. INSTALL AN ANGLE PIECE ON INSIDE OF EACH TRIM FOR EASE OF INSTALLATION. B. THE BRANCH CIRCUIT BREAKERS, IN GENERAL, SHALL BE MOLDED CASE, BOLT -ON TYPE, RATED 10,00 AIG ON 120/20E1V, 100 AMPERE FRAME, THERMAL MAGNETIC. TRIP SINGLE, TWO OR THREE POLE AS SHOWN ON THE DRAWINGS. ALL MULTIPLE POLE BREAKERS FOR PANELS WHERE INDICATED ON THE DRAWING SCHEDULES. MAIN BREAKER CHARACTERISTICS SHALL BE AS INDICATED ON THE DRAWINGS. MAIN BUSS /WORK OF ALL PANELS SHALL, AS A MINIMUM, BE DESIGNED TO CARRY THE FULL RATING. OF THE FEEDER SWITCH SUPPLYING THE PANEL, AT A CIRCUIT DENSITY OF 500 AMPERES PER SQUARE INCH OF GROSS SECTION. BUSSWORK SHALL BE HIGH CONDUCTIVITY COPPER. (217/480V CIRCUIT BREAKERS SHALL BE RATED 14,000 ALL) O. PANEL SECTIONS SHALL BE SUCH THAT NO LIVE PARTS ARE EXPOSED AFTER INSTALLATION. THEY SHALL BE 50 ARRANGED THAT EACH BREAKER IS READILY REMOVABLE FROM THE PANEL WITHOUT DISTURBING ADJACENT BREAKERS. D. PHASE LEGS SHALL BE ALTERNATELY BUSSED TO EACH CIRCUIT BREAKER IN A MANNER TO AFFECT BALANCING THE BRANCH CIRCUIT CONNECTIONS AS NEARLY AS POSSIBLE OVER EACH PHASE. 8. DRY TYPE TRANSFORMERS (IF NEW 15 REQUIRED): A THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A DRY TYPE AIR COOLED INDOOR POWER TRANSFORMER AS RATED ON THE DRAWINGS AND HEREINAFTER SPECIFIED. B. THE TRANSFORMER SHALL BE PROVIDED WITH SUITABLE VIBRATION DAMPERS AS MANUFACTURED BY THE KORWND CO., SAME TO BE PLACED BETWEEN THE CORE AND THE COILS OF THE ENCLOSURE. G. THE TRANSFORMER SHALL HAVE GLASS H INSULATION, AND THE WIRING TEMPERATURE RISE SHALL NOT EXCEED ISO. DEGREES C. • UNDER FULL' LOAD IN AN AMBIENT OF 40 DEGREES C. D. THE TRANSFORMER ENCLOSURE SHALL BE PRIMED INSIDE AND OUT WITH A ZINC. COATED CHROMATE IRON OXIDE RUST IINHIBITINS PRIMER AND FINISHED ASAGI 6RAY',ENAMEL. E. THE MAXIMUM: ACCEPTABLE NOISE LEVEL SHALL NOT EXCEED THE FOLLOWING: 0 TO 150KVA - 4208 R. L16HTIN6 FIXTURES: A. ALL LIGHTING FIXTURES AND LAST'S SHALL BE SUPPLIED BY THE TENANT ANC - 'OR ' , TENANT'S LIGHT FIXTURE AND LAMP SUPPLIER UNLESS OTHERWISE NOTED, AND SHALL BE DELIVERED HANDLED, ASSEMBLED AND INSTAL FD AT THE SITE BY THE ELECTRICAL CONTRACTOR THE ELECTRICAL. 0OSTRAGTOR SHALL BE RESPONSIBLE FOR THE UNLOADING,' STORAGE AND PROTECTION OF ALL ITEMS FOUND TO BE DEFECTIVE AND SHALL BE REPLACED BY THE. ELECTRICAL CONTRACTOR AT NO ADDITIONAL COST TO THE GINNER. B. THE ELECTRICAL. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY LABOR AND MATERIALS FOR THE COMPLETE INSTALLATION. OF THE LIGHTING FIXTURES AS INDICATED ON THE DRAWINGS. C. ALL FLUORESCENT AND INCANDESCENT LAMPS SHALL BE AS NOTED ON PLANS AND SPECIFICATIONS AND SHALL BE. PROVIDED BY THE TENANT AND /OR TENANT'S LIGHT FIXTURE AND LAMP SUPPLIER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. D. SEE ELECTRICAL DRAWING FOR LIGHTING FIXTURE DESCRIPTIONS. III. SPECIFIC ELECTRICAL SPECIFICATIONS I. SEE ELEC TRICAL DRAWINGS LANDLORD'S CRITERIA THE ELECTRICAL CONTRACTOR 15 TO FAMILIARIZE HIMSELF WITH LANDLORDS CRITERIA FOR THIS LOCATION AND INCLUDE ANY LARK REQUIRED OF THIS CRITERIA, WHICH 15 NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. IV. TELEPHONE I. PROVIDE 5/4" EMT IN WALLS WITH DRAG STRING AT EACH LOCATION. V. MISCELLANEOUS I. ALUMINUM WIRE IS STRICTLY PROHIBITED FOR THIS PROJECT. 2. DURING' DEMOLITION, ANY ELECTRICAL EQUIPMENT, FIXTURE SYSTEMS, CONDUIT AND WIRE TO BE REMOVED AND NOT REUSED - THIS EQUIPMENT, FIXTURING SYSTEMS, CONDUIT, AND WIRE MAY NOT BE ABANDONED AND LEFT WITHIN THE SPACE. 'N) R E1VTD CITV OF TUK'JJILH 092598 GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 .692.0222 F 973 .692. 0223 E ttg@tricarlco,com ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRIGARIGO CONSULTING ARCHITECT LA #2947 ME WT4 MD .3463 -R MA #45/6 MI #283/6 MN #15993 MS #1343 MO #A -4565 MT .13E-7 NE #A -1139 NV #16/8 NH #1112 N,1 #06411 NM #1124 NY #012094 WA #4306 AL #1426 AK AZ AR GA CO #19/50 #1595 #G- 015102 #C -2445 GT #5005 #9439 #2073 PL .1605 6A #3418 HI #AR -05691 III #1921 IL #001 -010119 IN #4114 #2304 #2T/ #2116 DG DE OK OR PA RI 5C. 5D TN TX UT IUS KY NG #3085 NO #815 PR 014435 OH #6058 GUAM #332 © ALL RIGHTS RESERVED THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRIGARICO GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR 0,02 PARTIES WITHOUT. THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL 13EATTHE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES'. TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROHTSSIONAL HARMLESS FROM ALL CLAIMS, 1N URIES, DAMA6E5,'. EXPENSES AN, ATTORNEYS FEES ARISING' OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL SUB-CONTRACTORS WORKNS FROM T.. PLANS AND SPECIFICATIONS ARE NOT TO SCALE SIIGH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS ; IF SUCH NEASUREMFJHTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED 51ZE. DATE: ISSUE 8/20/01 CLIENT 8/20/01 LANDLORD 8/20/01 BUILDING DEPT. 8/20/0 VENDORS DATE: PROJECT: No. 8/20/01 DRAWING NAME: DRAWING NO. fir( Ap?ROVE0 SEP 12 2001 KS V1 #129/ VA #4220 WV #1406 WI #A -5097 WY #0-1001 - O wn e Or. REVISIONS / BY THE CHILDREN'S PLACE LOCATION: SPACE #0404 SOUTH CENTER MALL TUKWILA, WA PROJECT NO. DRAWN BY: 10502 EGB SCALE: CHECKED BY AS NOTED HW / JRA DATE: APPROVED BY ELECTRICAL O #2203 42.,00 #8 -8030 #1071 #2126 #3 #012534 #6/88 #1355 ES NICHOLAS J. TRI c CONSULTING AR H I FT I GO EGT 0 Q V 0 J GENL-RAL REQUIREMENTS I 'T 15 THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A COMPLETE INSTALLATION FOR FINISHED WORK, TESTED AND READY FOR OPERATION. THE NOR, THROUGHOUT SHALL BE EXECUTED IN THE BEST AND MOST THOROUGH MANNER UNDER THP DIRECTION OF AND TO THE SATISFACTION OF THE OWNER. 2. ALL MATERIALS REQUIRED FOR THIS WORK SHALL 0E PEW, UNUSED, BEST OF ITS RESPELTIVE KINDS, AND FREE FROM DEFECTS, AND OF FIRST CLASS QUALITY. BASIS OF QUALITY SHALL 0E LATEST STANDARDS OF ASTM, ANSI FEDERAL SPECIFICATIONS, OR OTHER ACCEPTABLE STANOARDS. 3. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WoR1K UNTIL ITS COMPLETION AND FINAL ACCEPTANCE, AND SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 4. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND MATERIALS INSTALLED BY HIM TO BE FREE FROM INHERENT DEFECTS, AND SHALL KEEP IN REPAIR AND REPLACE ANY DEFECTIVE MATERIALS OF WORKMANSHIP, FREE OF 00 TO THE TENANT (OWNER) FORA PERIOD of ONE i!i TEAR AFTER THE OPENING FOR BU51•E55. 5. ALL WORK SHALL BE DONE ACCORDING TO THE REQUIREMENTS OF ALL APPLICABLE GODFS AND LEASE CRITERIA (IF APPLICABLE) AND SHALL RECEIVE THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION. PREPARE ALL REOJIRED DOCUMENTS, DRAWINGS AND PERFORM ALL REQUIRED TESTS AND PAY ALL REQUIRED CHARGES TO OBTAIN THESE APPROVALS. 6. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR HI5 WORK BEFORE HAVING SUBMITTED HIS PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE COURSE OF THE CONTRACT. 7. THIS CONTRACTOR MUST PROVIDE LANDLORDS CONSTRUCTION REPRESENTATIVE WITH COPIES OF REQUIRED INSURANCE AMID copies TO BE FURNISHED TO THE OWNER BEFORE CAMMENGINIF WORK. 8. SUBMIT THREE (5) SETT OF SHOP DRAWINGS IDENTIFIED WITH PROJECT NAME OF THE FOLLOWING (I) ELECTRIC WATER HEATER OR INLSINKERATOR (2) PLUMBING FIXTURES AND TRIM. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF PIPING LAYOUT TO THE OWNER FOR HIS FILE. 9. THE PLUM BIND SUBCONTRACTOR 15 A SUBCONTRACTOR OF THE TENANT'S GENERA_ CONTRACTOR. 10. NOTCHING AND BORING OF STRUCTURAL STEEL MEM.. 15 NOT PERMITTED, WHEN HANGING FROM STRUCTURAL STEEL ONLY HANG F'.. ' 1 TOP FLANGE OF BEAMS AND TOP CHORDS ONLY AT PANEL POINTS OF JOISTS / TRUSSES. II. TENANTS GENERAL CONTRACTOR TO PROVIDE AN E.ASTOMERIC MEMBRANE TO TOILET ROOM (IF APPLICABLE). I I. SCOPE OF WORK FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND CONTRACTORS FOR A COMPLETE, SAFE INSTALLATION OF PLUMBING WORK IN FULL CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AS INDICATED ON DRAWING. AMID /OR HEREIN SPECIFIED, INCLUDING IN GENERAL THE FOLLOWING, I. SANITARY DRAINAGE CONNECTIONS TO PLUMBING/ FIXTURES AND EQUIPMENT REQUIRING SAME WITH FINAL CONNECTIONS TO EXISTING PREIN5TALLEI7 OUTLETS PROVIDED BY PRIOR TENANT(.) OR LANDLORD. PLUMBER SHALL VERIFY EXACT LOCATION OF WASTE PIPE OUTLET BEFORE SUEMITTIN6 BID AND NOTIFY THE ARGHITEGT OF ANY LOCATION DISCREPANCIES. PLUMB!. CONTRACTOR SHALL' RESPONSIBLE FOR ANY CONCRETE 5AWGUtTIN6 REQUIRED '. TO MAKE THE FINAL CONNECTION To THE EXISTING WASTE PIPING OR GAPPED OUR.ET(5). 5AYOUTTIN6, EXCAVATING, BACK FILLING A. NEIN CONCRETE MUST MEET THE LANDLORD'S APPROVAL. 2. COMPLETE VENT SYSTEM, ALL FIXTURES INDIVIDUALLY VENTED WITH FINAL CONNECTION THROUGH ROOF OR TO EXISTING LANDLORD SUPPLIED CANNON VENT. ROOF PENETRATION AND FLASHING TO BE PERFORMED BY LANDLORD'S ROOFER (IF APPLICABLE). COST OF ROOF PENETRATION AND FLASHING TO BE PART OF THIS CONTRACT, UNLESS NOTED OTHERWISE IN 0117 PROPOSAL (IF APPLICABLE). 3. DOMESTIC. WATER SUPPLY SYSTEM INCLUDING CONNECTION TO EXISTING GAPPED OUTLET AND FINAL CONNECTIONS TO PLUMIBING FIXTURES AND EGOIPMENT REQUIRING SAME. VERIFY EXACT LOCATION AND SIZE <,.c CRE SUBMITTING BID. 4. INSULATION OF ALL HOT AND COLD WATER PIPING, INCLUDING UNDER LAVATORY AD.A. PIPE WRAPPINGS. 5. SEVER LINES BELOW GRADE TO BE SERVICE HEIGHT CAST IF'ON (•E AND SPIGOT) AND SANITARY ABOVE GRADE, TO BE NO-HUB CAST IRON. 6. ALL WATER / DOMESTIC PIPING TO BE COPPER TYPE "L° ABOVE GRADE AND COPPER TYPE E W SLAB. 1. FURNISH AND INSOTT ALL WATER METER Or APF'_IGABLF) AC :.E551BLE TO UTILITY COMPANY OR LANDLORD'S .PRESENTATIVE FOR MONITORING WATER, BUT METER SHOULD IN NO WAY BE IN THE PATH OF THE ADA. 5' -0" CIRCULAR PATTERN. COSTS FOR WORKING BELOW TENANTS SLAB IN ANOTHER TENANTS SPACE. 9. INSTALLATION OF FLO. DRAIN BALK FLOW PREVENTER AS PER LANDLORD REQUIREMIENT, AND CLEAN-OUT AS FER LOCAL CODE. 10. FURNISH AND INSTALL RELIEF VALVE FOR WATER HEATER PIPED TO AN OPEN DRAIN AS REQUIRED. II GENERAL ITEMS I. SHOCK ABSORBERS: PROVIDE ON HOT AND GOLD WATER BRANCHES TO FIXTURES, J. R. SMITH HYDROTROL. 2. SLEEVES, PROVIDE 622 GAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH NU,. AND FLOOR PACK WITH NON- ASB6TO5 ROPE AND FILL WITH EXPAND° NON - SHRINKING LENIENT. 5. ESGUTGHEONG: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH GP CAST BRASS ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEILINGS, WALLS OR PARTITIONS. FL ME I N 6 ENERAL SPED I f I OAT I ONS SCALE: N.T.S. EXISTING MIRROR TO REMAIN NEW PAPER TOWEL DISPENSER SEE SPEC. ABOVE EXIST. LAVATORY TO REMAIN -,. I I `"\ / A - I f1N I I ® ELEVATION / EXIST. PLATFORM TO REMAIN 4. HANES. AND SUPPORTS. SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVIS" HANGERS AND INSULATION PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF JOIST AND TRUSSES. 5. TEST, 7E5T PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND /OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF OWNERS REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF LECE55ARY UNTIL FINAL APPROVAL OF SYSTEM IS OBTAINED. A. TEST DRAINAGE AND VENT PIPING BY FILL!. WITH WATER TO OVERFLOWING AT ROOF, WATER LEVEL TO REMAIN. B. TEST WATER PIPING. WITH WATER I I/2 TIMES THE WORKING PRESSURE. 6. STERILIZATION OF DOMESTIC WATER SYSTEM. BEFORE BEING PLACED IN SERVICE, ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE ARCHITECT OR LANDLLRE. REPRESENTATIVE, IN ACCORDANCE WITH A.WWA. SPEGIFIGATION 6601 -597. IV. MATERIALS I. DRAINAGE AND VENT PIPING. EXTRA HEAVY HUB AND SPIGOT LAST IRON SOIL WITH GALVANIZED THREADED CAST IRON DRAINAGE FITTINGS AND GALVANIZED THREADED MALLEABLE IRON VENT FITTINGS. 2. WATER PIPING, TYPE L HARD COPPER TUBING, WITH GAST BRONZE OF WROUGHT COPPER SOLDER JOINT FITTIN55 USING 95-5 SOLDER. WATER PIPING BELOW SLAB, TYPE K HARD COPPER TUBING USING SILVER SOLDER 9. VALVES, WATER CONTROL VALVES - JENKINS 6470. 4. PRESSURE AND TEMPERATURE RELIEF VALVE. WATTS REGULATING CO. 5. PRESS1RE REDUCING VALVE: AUN. GASH TYPE 1260 SELF CONTAINED PRESSURE REDUGINS VALVE MONTE BODY. 6. PR__SU _ GAGE, YEKSLER i}ERMOMETER CO. TYPE 900 R.R. 7. AIR VENT, HOFFMAN 014 WATER MAIN VENT VALVE. WATER METER: HERSEY CO. MODEL HD. FLOOR CLEANOUT: ADJUSTABLE CLEANOUT, JOSAM MANUFACTURING CO. SERIES 8,000. V. INSULATION I. ALL HOT AND GOLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH 1/2 THICK RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH VAPOR BARRIER CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT WATER PIPING. VI. SPECIFIC PLUMBING SFEGIFICATIS I. INSTALL NEW PLUMIBI. FIXTURES AS APPLICABLE: 2. SEE PLUMBING DRAWING SPECIFICATIONS (IF APPLICABLE) FOR A. LAVATORY' AMERICAN STANDARD "LUCERNE" WALL HUNG LAVATORY 60355.012 WHITE, FAUCET. AMERICAN STANDARD FAUCET 67402.112VA02 POLISHED CHROME, VANDAL PROOF WITH 4 WRIST BLADES. B. WATER CLOSET: AMERICAN STANDARD "CADET ADO. COMPLIANT, PRESSURE ASSISTED, ELONGATED BOWL MODEL 62577.100 (63109OIb BOWL 4 6 4098.100 TANK), WHITE DOLOR SEAT: OLSONITE 695 OPEN FRONT G. WATER HEAT ' MODEL N LO , FOAM INSULATED (6) GALLON AUTOMATIC STORAGE WITH GALVANIZED DRIP PAN. SEE PIJUMBIN6 PLAN AND ELEVATION FOR DETAILS O. FLOOR DRAIN: ZIERN. MODEL M -453,, DEEP SEAL TRAP DRAIN WITH ° TYPE B STRAINER E. TRAP PRIMER: ZURN MODEL M -1022; SAKI- QUARD,WITH INTEGRAL VACUUM BREAKER AND 6A5KeTED BRONZE COVER AS REQUIRED PER CODE. F. UTIL, MOP SINK, FLORESTOIE MOLDED MOP RECEPTOR MODEL. P. 2424 WITH MR -971 PALLET, MR 570 HOSE AND CLAMP. AND CHROME STRAINER G. DRINKING FOUNTAIN ELKAY MODEL 6EHFA.6, WITH PUSH. BAR FRONT (GREY BIBLE), AS REQUIRED PER CODE (IF APPLICABLE)! H. ELECTRIC WATER COOLER (BOTTLED) 6HWBFABL OF HAWS OR APPROVED EQUIVALENT (IF APPLICABLE). I. ASTOR NOATER< LY (OPTION TO BE USED ON IF SPECIFIED ON PIA PLAN, SEMAX' SINGLE POINT, UNDER SINK INSTANTANEOUS WATER HEATER MODEL HA ( ON FOR DETAILS APPLICABLE, (SEE PLUMBING PLAN AND 3. IT IS THIS LONTRAGTOR5 RESPONSIBILITY TO SUPPLY HANDICAPPED TOILET FIXTURES, IF REQUIRED BY CODE OR NOTED ON THE DRAWINGS, UTILIZING THE SPECIFICATION ABOVE AS A STANDARD, AND MEETING CODE REQUIREMENTS SPACING OF FIXTURES TO BE COORDINATED WITH THE GENERAL CONTRACTOR AS WELL AS THE PLUMBING INSPECTORS REQUIREMENTS. 4. ACCESSORY ITEMS (HANDICAPPED ACCESSIBLE): ITEMS TO FORK COVERED HEREIN SHALL RE MODELS AS LISTED BELOW AND MANUFACTURED BT "BOBRIGK WASHROOM EQUIPMENT, INC. ", OR APPROVED EQUAL UNITS BY "A51" OR "BRADLEY ° . A. (ADA/ CABO ANSI) GRAB BARS B-6806 X LENGTH INDICATED. ALL MOUNTING SHALL BE CONGEALED. B. MIRRORS: 8- 165.1624' AND /OR 8- 294.1624, AS REQUIRED BY BARRIER FREE GODS. G. WAIN- MOUNTED 51NGLEFOLD SERVICE TOWEL HOLDER, FORT HOWARD MODEL 6567 -20. FURNISHED AND INSTALLED EY TENANT GENERAL CONTRACTOR. D. SURFACE MOUNTED TOILET TISSUE DISPENSER: B-6867 U526 VII LANDLORDS CRITERIA THE PLUMBING CONTRALTO', IS TO FAMILIARIZE HIMSELF WITH LANDLORDS CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. EXAT. SLATWALL TO REMAIN EXIST. FRP TO REMAIN. G.C. TO GLEAN AND BRING TO 'LIKE NEW' CONDITION EXIST. BASE TO REMAIN 061501 0 6 ,_ 7 " ELEVATION TENANT'S GENERAL CONTRAGTOr (OR MALLS DESIGNATED AUTHORIZED CONTRACTOR AT TENANT GENERAL CONTRACTORS EXPENSE) TO REMOVE OR REPLACE AS REQUIRED ANY AND ALL EXISTING P.V.G. PIPING (IF EXISTING) WITH GORE ALLOWABLE MATERIALS THROUGHOUT LEASED PREMISE, IF REQUIRED PER LOCAL CODES. �.V.�. FI.FINO NOTE SCALE: N.T.S. G.G. TO PATCH AND REPAIR EXISTING: FRP PANELS, SLATWALL, CEILINGS, AND WALLS TO REMAIN. REPLACE ANY ITEMS THAT ARE DAMAGED WITH NEW TO MATCH EXISTING, TYPICAL. O.C. TO GLEAN AND BRING TO LIKE NEW' CONDITION ALL rIXTURES UNLESS OTHERWISE NOTED. REPLACE IF REQUIRED WITH NEW AS SPECIFIED, SEE GENERAL SPECIFICATIONS THIS SHEET. 09 PARTIAL FL M5I NG FLAN SCALE: 1/2 = I_O EXIST. WATER HEATER TO REMAIN, G.C. TO BRING TO 'LIKE NEW' CONDITION OR REPLACE. SEE NEW SPECIFICATION ABOVE. BABY CHANCING TABLE - PROVIDED EST TENANT AND INSTALLED BY GC. 2' -S" A.F.F. IN OPEN POSITION. INSTALL* G.A. METAL STRAPPING BANDS BEHIND ALL CONNECTION POINTS NEW PAPER TOWEL DISPENSER EXIST. MATER HEATER MTD. ON ABOVE DEG �N \ � a L0 2- O ELEVATION I. GENERAL CONTRACTOR IS RESPONSIBLE FOR WRAPPING ALL HOT WATER 4 DRAIN PIPES 2. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE HORIZONTAL SOLID WOOD BLOCKING (FIRE RETARDANT AS REQUIRED) AS REQUIRED FOR SUPPORT OF ANY WALL HUNG FIXTURE - ALL FIXTURE BLOCKING MUST MEET STATE AND LOCAL CODE APPROVAL FOR MAXIMUM WEIGHT SUPPORT (P.S.I.) PER SQUARE INCH. 3. BABY CHANGING TABLE - AT NEW CONSTRUCTION PROVIDE NON - COMBUSTIBLE BLOCKING IN WALLS AND INSTALL AS PER BABY CHANGING TABLE MANUFACTURERS INSTRUCTIONS NOTES SCALE: N.T.S. EXIST. GRAB BAR T\r\I- -7(f)LJ EXIST. SLATWALL TO REMAIN (S) 8 "D. X 3' - O" L. NEW PLASTIC LAMINATED SHELVES MTV ON 2' -O° L. MEDIUM WEIGHT METAL STANDARDS AND BRACKETS. EXIST. FRP TOREMAIN EXIST. GRAB BAR TO REMAIN EXIST. WATER CLOSET TO REMAIN EXIST. TOILET PAPER HOLDER TO REMAIN EXIST. BASE TO REMAIN L BARRIER/ FREE. TOILET RM. 6" NEM BABY CHANGING TABLE - SEE NOTE 6g THIS CI IQT EXISTING'. VCT'FLOOR AND INTEGRAL COVE BASE TO REMAIN, G.G. TO PATCH AND REPAIR AS REQUIRED. Q S.C. TO CLEAN N BRING TO "LIKE NEW" CONDITION ALL FIXTURES AND ACCESSORIES UNLESS OTHERWISE NOTED. REPLACE IF REQ'D W/ NEW AS SPECIFIED. SEE GENERAL SPECIFICATIONS ON THIS SHEET. NOTE: PROVIDE FIRE RETARDANT BLOCKING IN. WALL FOR SUPPORT OF NEW BABY CHANGING TABLE (INSTALL TABLE PER MFG'S INSTRUCTIONS) AND ACCESSORIES. 0 ELEVATION 051501 EXISTING MIRROR TO REMAIN NEW PAPER TOWEL DISPENSER. SEE SPEC. ABOVE 10 249 1ST. LAVATORY TO REMAIN EXISTING INSULATE DRAIN 4 HOT WATER LINES BELOW LAV. II CEnrno clry of TuPavILA PERMIT ('ENTER ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRIGARI CONSULTING ARCHITECT AL AK AZ AR GA CO CT DG DE FL 6A HI ID .1926 613750 61595 •C.- 015102 6C -2445 65005 63435 62093 67605 63478 MR-05691 61521 IL 6001 -010719 IN *4114 IA 62584 5 62177 KY 62116 GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 .692.0222 F 973 .692.0223 E ttg@trlcarlco,com LA 62947 NE 6974 MD 63963 -R MA 64576 MI 626576 MN 615995 M"3 61348 MO 6A -4565 MT 61339 NE 6A -1739 NV 61678 NJ 606411 NM 61724 NY 6012094 NG 63005 HD 6875 OH 66058 OK 62203 OR 62608 PA 68 -8050 RI MOT SG 62126 SD 63754 TN 6012534 TX 65758 UT 61355 VT 6 1297 VA 64220 NH 61112 WA 64506 .1 61456 6A -5097 6C -1001 WV WI WY PR 614435 GUAM 6332 © ALL RIGHTS RESERVED THIS DRAWING, THE DCEION INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE•TRIGARICO GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT, THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFC SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND; INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES EXPENSE-SAND ATTORNEYS FEES ARISING' OUT OF'MODIFIGATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND /OR ALL BE-CONTRACTORS WORKING FROM THESE. PLANS AND SPECIFICATIONS. ARE NOT TO .GALE SUCH INFORMATION' BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, AVOW PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE, ISSUE 8/20/01 CLIENT 8/20/01 LANDLORD 8/20/01 BUILDING DEPT. 8/20/01 VENDORS i . DATE: PROJECT: No. DRAWING NO. cm OF TIC A APPROVED SEP 1 2 2001 AS NDIEU REVISIONS / BY: THE CHILDREN'S PLACE LOCATION: SPACE *D404 SOUTH CENTER MALL TUKWILA, WA PROJECT NO. DRAWN BY: 10502 ECB SCALE: CHECKED BY: AS NOTED HW / JRA DATE: 8/20/01 DRAINING NAME PLUMBING FLAN AND N ►TES APPROVED BY: NICHOLAS J. TRI GONSULTINO AR EKED ECT GO GT z z V U! 1 0 D- C4..6 -I 2' X 2' X 5/8° CEILING TILE BY "ARMSTRONG -OUNE, TEGULAR .1715, WHITE CLASS 'A' FLAME SPREAD FOR USE WITH SUPRAFINE N/16 ", 1500 SERIES WHITE GRID SEE PLAN FOR LOCATIONS SEE I /A2.I FOR SEISMIC DETAILS j GL6 -2 I 2' X 4' X 5/8" CEILING TILE BY ARMSTRONG - N S E E ABOARD/GORTE6A .169 WHITE'. W/ 2'X4' ' 15/16" WRITE TEE GRID . XL 1548. PLAN FOR LOCATION. VERIFY PATTERN DIRECTION W/ CHILDRENS PLACE. L GL'-51 5/8" TYPE "X" GYP. BD. OVER S -5/8" MET STUDS ® 1 6 " C. (UNLESS NOTED OTHERWISE) BRACED TO STRUCTURE ABOVE. SEE FINISH SCHEDULE F OR P AINT COLORS. SEE PLAN FOR HEIGHTS. 1 CL/G-4 8516 STEEL STUD ®16" O.G. WITH 5/8" TYPE 'X' WATERPROOF GYP BOARD ON TOILET ROOM AND 5/4" FIRE RETARDANT PLYWOOD ON TOP. SEE DETAIL 2/P1.0 GL6 -5 NO CEILING INSTALLED -OPEN TO STRUCTURE ABOVE GL6 -6 2 ' X 2' X 5" CEILG TILE BY ARMSTRON-GORTE E MINATONE BOARD U LABEL FIRE RATED /8 .GIGO IN WHITE WITH .8300 PRE G FIR EGUARD 15/16" PRE LUDE GRID. 5 PLAN FOR LOCATIONS. CONFIRM PATTERN DIRECTION {N/CHILDREN'S PLACE REPRESENTATIVE 2' X 4' X 5/8" CEILING TILE BY ARMSTRON6-MINABDARD /GORTE&A FIRE RATED .825 WHITE BOARD FIRE GUARD U. L ABEL ) TILE WITH 8300 PRELUDE FIREGUARD IS /I6" EX POSED GRID. SEE PLAN FOR LOCATIONS. G.G. TO INSTALL GL6. TILE AS HIGH AS POSSIBLE (VIP.) GL'-1 SPRINKLER PLAN STOCKROOM I GLG -5I 25' - 4" EXIST RATED CORRIDOR 24b" 24'-0" FITTING RM. VESTIBULE IGLG - I ADJACENT TENANT LEASE DIMENSION MA ERVIGE CORRIDOR ADJACENT TENANT SALES AREA GLG -1 24'-0 2-0" � UT • N I LG 12' -4 I/2" 1 -- I/2" II'-4 I/2" E' -IO 1/2" GLG -3 1' -4 I/2" CLG -3 I/2 IO' -1 2' -4 I/2 NOTE THIS DRAWING IS FOR REFERENCE ONLY. DATE: No. REVISIONS / BY: PROJECT: THE CHILDREN'S PLACE LOCATION: SPAGE #D404 SOUTH CENTER MALL TUKWILA, WA PROJECT NO. DRAWN BY: 10502 EG5 SCALE: CHECKED BY: AS NOTED HW / .IRA DATE: 8 /20/OI APPROVED BY: DRAWING NAME SPRINKLER PLAN NOT T 5 NICHOLAS J. TRI!I� IGO CONSULTING AR'!i WELT 0 SCALE: I/8" = 1' -0 I DESIGN/BUILD REQUIREMENTS I. THE SPRINKLER SUBCONTRACTOR, A SUBCONTRACTOR OF THE TENANTS GENERAL GONTRAGTOR (USE ONLY DESIGNATED SPRINKLER SUBGONTRAGTOR AS REQUIRED BY LANDLORD) 15 REQUIRED TO MODIFY AN EXISTING SYSTEM AS PER THE LATEST N.F.P.A. PAMPHLET (PAMPHLET 13) AND THE BUILDING LANDLORD'S INSURANCE UNDERWRITERS REQUIREMENTS AND OTHER RELEVANT AUTHORITIES' REQUIREMENTS. SPRINKLER CONTRACTOR TO VERIFY WITH BUILDING LANDLORD AS TO THE BASIS FOR DESIGN - OCCUPANCY TYPE AND DENSITY, NORMAL OR HYDRAULIC. 2. THE SYSTEM SHALL BE DESIGNED TO MODIFY THE SPRINKLER HEADS WITHIN THE DEMISED PREMISES. S. THE SPRINKLER HEAD TO DE USED IN THE MIME EPACE MERE A MAO OCCURS ARE TO EE MITE PLATED FULLY PECEDEED CONCEALED TYPE BAILEES TIERS IS A SPECIAL TYPE HEAD REM= WY THE LNWLCIID. THE ES M CASK THIN SPRINKLER HELD TO EE WED El AS PER LANDLORD% S E S PICATLON ¢ TOOT 4. THE SPRINKLER GONTRAGTOR SHALL INCLUDE IN His 5115MI551ON5 FOR APPROVAL BY THE BUILDING LANDLORD AND REVIEW BY THE TENANTS REPRESENTATIVE, A I /6" SCALE SPRINKLER LAYOUT. (UTILIZE TENANTS REFLECTED CEILING PLAN) S. THE SPRINKLER SUBCONTRACTOR SHALL OBTAIN ALL APPROVALS FROM APPLICABLE AUTHORITIES FOR THE SPRINKLER SYSTEM. 6. OWNER, TENANT, CLIENT AND LESSEE ARE ALL THE SAME INDIVIDUAL OR COMPANY. THE LANDLORD AND LESSOR 15 THE BUILDING LANDLORD AND/ OR THE OWNER OR REPRESENTATIVE OF THE OWNER OF THE SHOPPING CENTER. LANDLORD'S ARCHITECT AND CONSTRUCTION REPRESENTATIVE MAY OR MAY NOT BE ONE AND THE SAME TENANTS ARCHITECT AND CONSTRUCTION REPRESENTATIVE MAY OR MAY NOT BE ONE AND THE SAME. 1. SINGE SPACE TO BE OCCUPIED WAS WHOLLY OR PARTIALLY ANOTHER SHOPPING CENTER OR BUILDING (AS APPLICABLE) TENANT, THE SPRINKLER SUBCONTRACTOR MUST CHECK SITE CONDITIONS TO ANALYZE IF MAINS, BRANCH LINES, ETC., MAY SE EXISTING LOWER THAN OR IN THE WAY OF NEW CEILING HEIGHT OR OVERHEAD GRILLE ASSEMBLY; IF THIS 15 THE CASE, THEN COSTS FOR REMOVING, RELOCATING AND NEW, SHOULD BE INCLUDED IN THE SPRINKLER CONTRACTOR'S BID. S. THIS IS AN EXISTING SYSTEM TO BE MODIFIED AS TO LAYOUT AND CAPACITY BASED ON TENANT'S FLOOR PLANS, CEILING PLANS, HEIGHTS AND SECTIONS AND THE LATEST N.F.P.A. PAMPHLET/STANDARDS GOVERNING THIS USE. SPRINKLER SUBCONTRACTOR TO CHECK WITH LOCAL FIRE AUTHORITIES REGARDING ANY SPECIAL SPRINKLER REQUIREMENTS FOR SIDE. PALL GASES (AS APPLICABLE). N. ALL SPRINKLER HEADS IN ACOUSTICAL SALES AREA CEILINGS TO BE IN CENTER OF TILES. 10. TENANTS GENERAL CONTRACTOR AND /OR HIS/HER SPRINKLER SUBCONTRACTOR TO HIRE A LOCAL SPRINKLER/FIRE PROTECTION ENGINEER (UNLESS SUCH WORK IS COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY FOR THE SPRINKLER SUBCONTRACTOR, IF ALLOWED BY LAW/CODE) TO ENGINEER A SPRINKLER SYSTEM WHICH THIS SAME CONTRACTOR IS TO FURNISH AND INSTALL NEW OR MODIFY EXISTING, AS REQUIRED, MEETING ALL LOCAL CODES AND FIRE MARSHAL REQUIREMENTS. II. GENERAL. REQUIREMENTS I. IT 15 THE INTENT OP TIE= SPECIFICATIONS TO PROVIDE A COMPLETE INSTALLATION FOR FINISHED WORK, TESTED AND READY FOR OPERATION. THE WORK THROUGHOUT SHALL BE EXECUTED IN THE BEST AND MOST THOROUGH MANNER UNDER THE DIRECTION OF AND TO THE SATISFACTION OF THE BUILDING OWNER AND TENANTS REPRESENTATIVE. 2. ALL MATERIALS REQUIRED FOR THIS WORK SHALL BE NEW, UNUSED, BEST OP ITS RESPECTIVE KINDS, AND FREE FROM DEFECTS, AND OF FIRST CLASS QUALITY. BASIS OF QUALITY SHALL BE BASED ON THE LATEST STANDARDS OF THE N.F.P.A. PAMPHLET AND OTHER ACCEPTABLE STANDARDS. 3. THE SPRINKLER SUBCONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK UNTIL ITS COMPLETION AND. FINAL ACCEPTANCE, AND. SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO'THE BUILDING OWNER OR TENANT. 4. THE SPRINKLER SUBCONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND MATERIALS INSTALLED BY HIM TO BE FREE FROM INHERENT DEFECTS, AND SHALL KEEP IN REPAIR AND REPLACE ANY DEFECTIVE MATERIALS OF WORKMANSHIP, FREE OF COST TO THE TENANT OR LESSEE (OWNER) FOR A PERIOD OF ONE (I) YEAR AFTER THE FINAL COMPLETION OF ALL THE WORK. 5. ALL WORK SHALL BE DONE ACCORDING TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND BUILDING LANDLORD/TENANT LEASE CRITERIA (IF APPLICABLE) AND SHALL RECEIVE THE APPROVAL OF ALL AUTHORITIES HAVING. JURISDICTION. PREPARE ALL REQUIRED DOCUMENTS, DRAWINGS AND PERFORM ALL REQUIRED TESTS AND PAY ALL REQUIRED CHARGES TO OBTAIN THESE APPROVALS. 6. THIS CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR HIS WORK AND REVIEWED THE DRAWINGS WITH THE TENANTS GENERAL CONTRACTOR BEFORE HAVING SUBMITTED HIS PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE COURSE OF THE CONTRACT. 1. THIS CONTRACTOR MUST PROVIDE TENANT, BUILDING LANDLORD, AND TENANT'S CONSTRUCTION REPRESENTATIVES WITH COPIES OF REQUIRED INSURANCE AND COPIES TO BE FURNISHED TO THE OWNER BEFORE COMMENCING WORK. S. SUBMIT THREE (3) SETS OF SHOP DRAWINGS IDENTIFIED WITH PROJECT NAME TO THE BUILDING OWNER, OWNER AND OWNERS CONSTRUCTION REPRESENTATIVE FOR HIS FILE. III. SCOPE' OF WORK FURNISH ALL REQUIRED LABOR, MATERIALS, EQUIPMENT, AND CONTRACTORS FOR A COMPLETE, SAFE INSTALLATION OF SPRINKLER WORK'. IN FULL CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AS INDICATED ON DRAWINGS AND /OR HEREIN SPECIFIED. IV. GENE ITE I. IF VALVES ARE NOW UTILIZED IN SYSTEM BUT NOT ALLOWED BY LAN, THEY ARE TO BE REMOVED AS REQUIRED. 2. SPRINKLER SUBCONTRACTOR SHOULD VERIFY WITH LANDLORD ANY SPECIAL REQUIREMENTS, HOOKUPS, ALARM SYSTEMS IN PIPING, ETC., AND INCLUDE COST IN BID - ITEMIZE AND SPECIFY INCLUSIONS IN BID. S. DRAIN D0WN5 AS PER GENERAL CONTRACTORS REQUIREMENTS. PIPING SHALL NOT BE SUPPORTED FROM DUCTWORK, ELECTRICAL, MECHANICAL, PLUMBING, OR OTHER SPRINKLER PIPING. ONLY HANG FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANEL POINTS OF J015T5 AND TRUSSES. 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO' HOURS BASED ON CODE OR BUILDING OWNERS REQUIREMENTS AND IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND /OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF BUILDING OWNER (IF REQUIRED) AND OWNERS REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM 15 OBTAINED. AS PER CODE REQUIREMENTS, TEST PAINS BY FILLING WITH AIR UNDER TR OCJURE FIRST. 5. STERILIZATION OF SPRINKLER SYSTEM : IF REQUIRED BY CODE OR LANDLORDS CRITERIA, BEFORE SPRINKLER SYSTEM 15 PLACED INTO SERVICE, ALL LINES SHALL BE CHLORINATED TO THE SATISFACTION OF REPRESENTATION (AS APPLICABLE) IN ACCORDANCE WITH N.F.P.A. STANDARDS. 6. NOTCHING AND BORING OF STRUCTURAL STEEL MEMBERS I5 NOT PERMITTED, WHEN HANGING FROM STRUCTURAL STEEL ONLY HANG FROM TOP FLANGE OF BEAMS AND TOP CHORDS ONLY AT PANEL POINTS OF JOISTS / TRUSSES. V. SPRINKLER CONTRACTOR TO FILE FOR PERMITS AND SUBMIT PLANS TO BUILDING DEPARTMENT FOR APPROVAL AND 516N - OFF. ALL BUILDING DEPARTMENT WORK FOR THIS CONTRACTORS SCOPE, TO BE FILED BY THIS CONTRACTOR. VI DUILDING LANDLORD'S CRITERIA THE SPRINKLER CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH BUILDING LANDLORDS CRITERIA FOR THIS LOCATION OF APPLICABLE) AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. THE SPRINKLERS MUST BE A FULL- COVERAGE SYSTEM WHICH COMPLIES WITH ALL THE REQUIREMENTS OF NFPA PAMPHLET 13. SPECIAL ATTENTION MUST BE PAID TO SPRINKLER OBSTRUCTIONS INCLUDING STOCK FIXTURES AND VALANCES. THE 200 PSI, TWO -HOUR HYDROSTATIC TEST OF THE SYSTEM 15 REQUIRED TO BE WITNESSED BY A REPRESENTATIVE OF THE BUREAU OF FIRE PREVENTION. A COMPLETED, CERTIFIED COPY OF THE "CONTRACTORS MATERIAL AND TEST CERTIFICATE" 15 REQUIRED TO BE 'TURNED INTO THE BUREAU OF FIRE PREVENTION. GE I L I NG LEGEND I. THIS DRAWING 15 FOR REFERENCE ONLY. TENANTS GENERAL CONTRACTOR AND /OR HIS/HER SPRINKLER SUBCONTRACTOR TO HIRE A LOCAL SPRINKLER/FIRE PROTECTION ENGINEER (UNLESS OUCH WORK 15 COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY FOR THE SPRINKLER SUBCONTRACTOR, IF ALLOWED BY LAIN/CODE) TO. ENGINEER A SPRINKLER SYSTEM WHICH THIS SAME CONTRACTOR 15 TO FURNISH AND INSTALL NEW OR MODIFY EXISTING AS REQUIRED, MEETING ALL LOCAL CODES AND FIRE MARSHALL REQUIREMENTS. 2. THE SPRINKLER HEAD TO BE USED IN THE ENTIRE SPACE INHERE A CEILING OCCURS ARE TO BE WHITE PLATED FULLY RECESSED CONCEALED TYPE, UNLESS THERE 15 A SPECIAL TYPE HEAD REQUIRED BY THE LANDLORD. IF THIS 15 THE CASE, THE SPRINKLER HEAD TO BE USED 15 AS PER LANDLORD'S SPECIFICATION ONLY. REE ^,IVEC CITY Or TUnvVILA T C C ARCHITECTURE & INTERIOR DESIGN NICHOLAS J. TRICARICO CONSULTING ARCHITECT LA .2941 ME .9'14 MD 43965 -R MA .4516 MI .26316 MN 415995 M5 .1546 MO .A -4565 MT .155 NE .A -1759 NV .1616 NH .1112 NJ .06411 NM .1124 NY 4012094 I:C. .5065 ND .815 OH .6058 AL .1926 AK AZ .15950 AR .1595 GA .0 -015102 CO .0 -2445 CT .005 DG .5455 DE .2093 FL 6A HI ID IL IN IA KS KY w .7605 .3410 .AR -0569? .1321 .001 -0IGT. .4114 .2964 .2TT1 .2116 © ALL RIGHTS RESERVED THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF THE TRICARICO GROUP. ANY USE OR REUSE OF ORIGINAL OR ALTERED D MATERIALS 1. BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DE'16N PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. 1 FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD WE.DESIGN PROFESSIONAL' HARM LED FROM ALL CLAIMS, JU INRIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS, THE GENERAL CONTRACTOR. AND /OR ALL M COPACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH• INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING REPENTS, IF SUCH SCALE iS DO NOT APPEAR CORRECECT, T, ADD UP PROPERLY OR OR SCALE LE E CORRECTLY TO THE INDICATED SIZE. DATE: ISSUE 8/20/0 CLIENT 8/20/O LANDLORD 8/20/OI BUILDING DEPT. 8/20/01 VENDORS DRAWING NO. SF GROUP 500 VALLEY ROAD WAYNE, NJ 07470 T 973 . 692. 0222 F 973 . 692. 0223 E tt OK OR RI SG SD TN TX LT VT VA WA WV WI WY GP( QUIB Y_A FR .1445S GUAM .332 pMC DTvIt .2705 .2600 .8 -6030 MOOT .2126 .3154 .012554 .6166 .1555 .1291 .4220 .4906 J .1486 .A-5091 .0 -1001 ED LCT Q GENERAL NOTES 1) A WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 7999 STANDARD BUILDING CODE ( SBC ) AND SUCH OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORPON OF THE WORK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE S.B.0 AT THE SITE AT ALL TIMES. 2) THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS (CONTRACT DOCUMENTS) AND VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. THE ARCHITECTURAL PLANS SHALL BE USED FOR ALL DIMENSIONS AND WALL LAYOUTS. .3) ALL INFORMATION ON STING CODITIONS SHOWN O DRAWINGS ARE BASED EXI ON BEST PRENSENT KNOWLEDGE N AVTHALABLE, BUT WITHOUT GUARANTEE OF ACCURACY. ME CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDI PONS AT THE SITE DURING CONSTRUCTION ME CONTRACTOR SHALL NOTIFY ENGINEER OF ANY UNUSUAL OR UNFORESEEN CONDITION PRIOR TO CONTINUING WITH CONSTRUCTION. SHOULD ANY CONDITION ARISE WHERE ME INTENT OF ME DRAWINGS IS IN DOUBT, WHERE MERE APPEARS T BE A DISCREPANCY BETWEEN THE DRAWINGS IN AND THE CONDITION N M CON E TF FIEL k IZ , ME THE SHALL BE NOTIFIED PRIOR TO t WTTH WORK. 4) MERE SHALL BE NO DEVIATON FROM THE PLANS, DILS, NOTES, AND SPECIFICATIONS WITHOUT ME WRITTEN APPRO VA ETA L OF ME STRUCTURAL ENGINEER. 5)00 N NSIONS SHAOT SCALE STRUCTURLL BE USEAL D. PLANS OR DETAILS. ONLY WRITTEN DIME 6) THE FOLLOWING NO, TYPICAL DEAILS HEOOLALL APPLY TO ALL PHASE OF MIS PRO UNLESS AND SC NOTE D OR SH SHOWN OTHERWISE ON PLANS. 7) SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 8) THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER :2, STABILITY OF THE STRUCTURE OR CAUSE DISTRESS OF THE STRUCTURE. 9) ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES COMPRISING THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. 10) THESE NOTES DETAILS DRAWINGS AND SPECIFICATIONS (CONTRACT DOCUMENTS) REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES 11) THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR INFORMAP.ON NOT COVERED BY THESE DRAWINGS AND GENERAL NOTES. 12) THE CONTRACTOR STALL PROVIDE THE DESIGN, MATERIALS AND FABRICATION OF ALL 1EMPORARY BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF ME STRUCTURE DURING ALL PHASES OF THE CONSTRUCTION. 13) THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO ENSURE PROPER ALIGNMENT OF THE STRUCTURE AFTER THE INSTALLATION OF ALL STRUCTURAL AND FINISH MATERIALS. THIS SHALL INCLUDE ANY NECESSARY PRE- LOADING OF THE STRUCTURE TO DETERMINE FINAL POSITION OF THE COMPLETED WORK. 14) OBSERVATION WSJ TS TO THE PROJECT SITE BY FIELD REPRESENTATIVES OF THE ENGINEER (SUPPORT SERVICES) SHALL NOT INCLUDE INSPECTIONS OF SAFETY OR PROTECTIVE MEASURES, NOR CONSTRUCTION PROCEDURES, TECHNIQUES OR METHODS. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING ANY PHASE OF THE CONSTRUCTION, SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES (AS REQUIRED BY ANY REGULATING GOVERNMENTAL AGENCY, I.E. LOCAL BUILDING DEPARTMENT) PROVIDED BY OTHERS THESES SUPPORT SERVICES, WHETHER MATERIAL OR WORK, ARE PERFORMED SOLELY FOP THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORM ANCETO THE CONSTRUCTION DOCUMENTS, BUT DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 15) PROVIDE OPENINGS AND SUPPORTS AS REQUIRED PER TYPICAL DETAILS AND NOTES FOR MECHANICAL AND ELECTRICAL 16) THESE NOTES, DETAILS, DRAWINGS, AND SPECIFICATIONS (CONTRACT DOCUMENTS) DO NOT CARRY NECESSARY PROVISIONS FOR CONSTRUCTION'S SAFETY. THESE DOCUMENTS AND ALL PHASES OF CONSTRUCTION HEREBY CONTEMPLATED ARE TO GOVERNED, AT ALL TIMES, BY APPLICABLE PROVISIONS OF THE CURRENT CALIFORNIA OCCUPATIONAL AND HEALTH ACT. 17) WHERE ANY CONFLI OCCURS BETWEEN THE REQUIREMENTS OF FEDERAL, STATE, AND LOCAL LAWS, CODES, ORDINANCES, RULES, REGULA PONS AND RESEARCH REPORTS, THE MOST STRINGENT (OR CONSERVATIVE) SHALL GOVERN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SUCH CONFLICT IMMEDIATELY. 18) PRIOR TO COMMENCING WITH THE CONSTRUCTION, THE CONTR ACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS TO COORDINATE WITH STRUCTURAL DRAWINGS, AND ANY DISCREPANCY BETWEEN THESE DRAWINGS SHALL BE REFERRED TO THE ENGINEER FOR CLARIFICA PON BEFORE START OF CONSTRUCTION. 19) IN THE EVENT TH AT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES OR SPECIFICATIONS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR (SIB.) CONDITIONS THAT ARE SHOWN OR CALLED FOR. 20) ASTM DESIGNATIONS AND STANDARDS, AND LARR REPORTS, REFER TO THE LATEST AMENDMENTS. 21) ONLY "APPROVED AND PERMITTED" STRUCTURAL WORKING DRAWINGS ( AND ALL OTHER CONSTRUCTION DOCUMENTS) ARE PERMITTED TO BE USED FOR CONSTRUCTION ON THIS PROJECT. ALL OTHER DRAWINGS ARE OBSOLETE AND ARE NOT PERMITTED ON THE JOB SITE, NOR SHALL THEY BE USED FOR ANY CONSTRUCTION PURPOSES (INCLUDING THE CALCULATION OF ALL FINAL ESTIMATES AND BIDS). ANY CONTRACTOR USING UNAPPROVED DRAWINGS WILL BE HELD SOLELY RESPONSIBLE FOR ALL WORK NOT PERFORMED IN ACCORDANCE WITH THE "APPROVED" DRAWINGS. 22) THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT AND ENGINEER A CONSTRUCTION SCHEDULE OUTLINING THE SEQUENCE OF THE CONSTRUCION EVENTS AND ACTIVITIES (INCLUDING BUILDING DEPARTMENT SUBMITTALS AND PERMIT ACQUISITIONS) PRIOR TO COMMENCING WITH THIS PROJECT. 23) ALL IDEAS, DESIGNS, DETAILS AND PLANS REPRESENTED BY THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF GREG RILEY P.E. STRUCTURAL ENGINEERING CONSULTANTS, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE PRIOR WRITTEN PERMISSION OF GREG RILEY PE. ANY UNAUTHOR. REUSE OF THESE PLANS, IDEAS, DETAILS, OR DESIGNS ON WHOLE OR PART) OTHER THAN THAT FOR THE PROJECT AND LOCATION SHOWN IS STRICTLY PROHIBITED. 24) SHOP DRAWINGS AND SUBMITTALS: THE CONTRACTOR SHALL PROVIDE TO THE ARCHITECT AND STRUCTURAL ENGINEER SHOP DRAWINGS AND SUBMITTALS OF CONCRETE, REINFORCING STEEL, STRUCTURAL STEEL, AND ENGINEERED WOOD PRODUCTS (I.E. GLUE LAMINATED BEAMS AND TRUSJOIST MACMILLAN PRODUCTS) FOR REVIEW AND GENERAL CONFORMANCE WITH THE INTENT OF THE DESIGN DOCUMENTS THESE SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST THREE WEEKS PRIOR TO FABRICATION PER THE PROJECT SCHEDULE (SEE NOTE #22 ABOVE). THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR THE USE OF SHOP DRAWINGS AND SUBMITTALS NOT REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER. STEEL STUD NOTES 1. STEEL STUDS SHALL BE BY "C.E.M. C.O. (I.C.B.O. #3403 -P) OR EQUAL. CONTRACTOR SHALL SUPPLY APPROVALS AND ITEM BY ITEM COMPARISON SHEET FOR ANY SUBSTITUTIONS. 2. ALL CONSTRUCTION(MA TERIALS,CONNECTORSAND DETAILS) SHALL BE PER MANUFACTURERS MINIMUM REQUIREMENTS (U.O.N.) AND AISI RECOMMENDED CRITERIA PER AISI TECHNICAL DATA PUBLICATIONS RG- 933,934 „9348 AND 936. 3. ALL FRAMING MEMBERS SHOULD BE HORIZONTALLY AUGNED,PLUMB AND LEVEL EXCEPT WHERE REQUIRED TO SLOPE. 4. BOTH FLANGES OF STUDS SHOULD BE ATTACHED TO THE TOP AND BOTTOM TRACK WITH SCREW'S OR AN APPROVED FASTENER. 5. SPLICES IN FRAMING MEMBERS SHOULD NOT BE PERMITTED. 6. ME USE OF MEMBERS WITH STANDARD MANUFACTURERS WEB PUNCH -OUTS IS ACCEPTABLE. THE LOCATION OF THESE PUNCH -OUTS SHOULD BE COORDINATED WITH ILIAD, BRACING AND UTILITY REQUIREMENTS. 7. WEB PUNCH -OUTS OR WEB OPENING SHOULD NOT BE LOCATED AT BEARING POINTS FOR STUDS,JOISTS,RAFTERS AND TRUSSES WITHOUT SPECIAL REINFORCEMENT. 8. WEB OPENING SHOULD NOT EXCEED ME DIMENSION OF THE MANUFACTURERS STANDARD PUNCH -OUT OR THE PROVISIONS IN THE AISI SPECIFICATIONS. 9. PENETRATION OF SCREW THROUGH JOINED MATERIALS SHOULD NOT BE LESS THAN 3 EXPOSED THREADEDS. 10. FASTENERS SHOULD BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 11. ADEQUATE BRACING SHOULD BE PROVIDED FOR All BUILDING SYSTEMS UNTIL LATERAL STABILITY SYSTEMS(I.E: SHEAR WALLS OR BRACED FRAMES) HAVE BEEN INSTALLED AND ANCHORAGE IS COMPLETE. 12. ADEQUATE BRACING IS RECOMMENDED FOR BOTH CHORDS OR FLANGES OF MEMBERS UN PL SHEATHING HAS BEEN INSTALLED. WHERE SHEATHING IS APPLIED TO ONE SIDE ONLY, THE REQUIRED BRACING SHOULD BE PERMANTLY INSTALLED ON THE UNSHEATHED FACE. 13. TEMPORARY BRACING SHOULD BE PROVIDED AND LEFT IN PLACE UNTIL WORK IS PERMANENTLY STABLIZED. 14. BLOCKING MAY BE A SECTION OF STUD,JOIST OR TRACK WHICH IS THE FULL DEPTH OF THE FRAMING MEMBER THAT IS BEING BLOCKED AND SHOULD FIT TIGHTLY BETWEEN ME MEMBERS. BLOCKING SHOULD BE ANCHORED AT EACH END. 15. BRIDGING MAY CONSIST OF BLOCKING, FLAT STRAP,CHANNEL STOCK OR A PROPRIETARY BRIDGING SYSTEM. BRIDGING SHOULD BE PLACED DIAGONALLY BETWEEN OPPOSITE FLANGES OF FRAMING MEMBERS OR RUN FLANGE ALONG THE THE SAME FACE OF ME FRAMING MEMBERS. 16. WIRE TIED BRIDGING SHOULD NOT BE PERMITTED. 17. ALL STEEL COMPONENTS AND ACCESSORIES IN EXTERIOR WALLS,ROOFS.FLOORS OVER CRAWL SPACES OR IN HIGH HUMIDITY AREAS SHOULD HOT - DIPPED GALVANIZED OR ALUMUNUM -ZINC COATED CO- POLYMER OR CADMIUM COATINGS CAN ALSO BE USED FOR FASTENERS 18. BACK BLOCKING FOR WALL MOUNTED ASSEMBLIES SHOULD BE MADE FROM FLAT STOCK OR TRACK OR STUD SECTIONS WITH FLANGES NOTCHED AT THE LOCATION OF STUDS TO ALLOW FOR CONNECTIONS TO THE STUDS. 19. STEEL FRAMING MEMBERS SHALL BE CUT WITH A SAW OR SHEAR. TORCH CUTTING OF THE ENDS OF COMPRESSION MEMBERS IN AXIAL BEARING CONNECTIONS IS NOT ALLOWED 20. SHEATHING MATERIALS FOR SHEAR WALLS OR DIAPHRAMS SHOUD EXTEND AND BE CONNECTED TO CHORD MEMBERS (I.E.: TOP AND BOTTOM WALL TRACK) 21. INSTALL INSULATION WITHIN ALL HEADERS PRIOR TO NSTALLATION. 22. DRYWALL NOTES: DRYWALL SHALL BE ATTACHED WITH BUGLE HEAD SCREWS (#6x1 - 1/2° FOR 1/2" DRYWALL) 0 7" O.C. 0 ALL PANEL EDGES AND FIELD SCREWS SHALL HAVE 1/2" MIN EDGE DISTANCE AT PANEL EDGES (SCREWS SHALL PENETRATE THROUGH STEEL MEMBERS x 1/2" MIN) REF UBC TABLE 25 -1. 23. ALL SCREWS SHALL BE "DARTS" SELF DRILLING BY COMPASS INTERNATIONAL PER ICBO REPORT 5202 OR APPROVED EQUAL. 24. ALL METAL FRAMING SHALL MEET OR EXCEED U.B.C. STANDARDS FOR COLD ROLLED FORMED STEEL YIELD STRESSES F,,233,0000 PSI SPECIAL INSPECTION, MATERIALS TESTING, & STRUCTURAL OBSERVATION PROGRAM 1. RESPONSIBILITIES OF THE OWNER EMPLOY AND PAY THE SPECIAL INSPECTION AGENCY TO PERFORM INSPECTIONS SPECIFIED IN THIS SECTION AND THOSE REQUIRED BY AUTHORITIES HAVING JURISDICTION. B. EMPLOY AND PAY THE MATERIALS TESTING LABORATORY TO PERFORM TESTS SPECIFIED IN THIS SECTION AND THOSE REQUIRED BY AUTHORITIES HAVNG JURISDICTION. 1) RETESTING - THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR RE- TESTING WHERE RESULTS OF INSPECTIONS AND TESTS PROVE UNSATISFACTORY AND INDICATE NONCOMPLIANCE VIM REQUIREMENTS. C. EMPLOY AND PAY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN OR ANOTHER ENGINEER DESIGNATED BY ME ENGINEER RESPONSIBLE FOR THE DESIGN TO PERFORM STRUCTURAL OBSERVATION. 2. DEFINITIONS A. APPROVED FABRICATOR: A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL AND ENGINEER OF RECORD, TO PERFORM WORK, OFF SITE, REQUIRING SPECIAL INSPECTION WITHOUT SPECIAL INSPECTION. THE DESCRIPTION IN SECTION 1701.1 OF THE 1999 BOCA BUILDING CODE IS APPLICABLE. B. SPECIAL INSPECTION AGENCY: THE ACCREDITED INSPECTION BODIES DESIGNATED HEREIN AND APPROVED BY THE ENGINEER OF RECORD TO PERFORM SPECIAL INSPECTION AS REQUIRED BY THE BUILDING CODE AND THE PROJECT SPECIFICATIONS AND AS DESCRIBED IN SECTION 1701 OF THE 1999 BOCA BUILDING CODE (OR APPLICABLE CODE). C. SPECIAL INSPECTOR: A QUALIFIED PERSON, EMPLOYED BY ME SPECIFIED SPECIAL INSPECTION AGENCY, WHO HAS DEMONSTRATED COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. DUTIES INCLUDE VISUAL OBSERVATIONS AND FIELD MEASUREMENTS OF MATERIALS, OBTAINING SPECIMENS FOR TESTS AND RELATED ACTIONS INCLUDING PREPARATION OF REPORTS. D. TESTING LABORATORY. AN ACCREDITED MATERIAL TESTING LABORATORY, APPROVED BY THE ENGINEER OF RECORD, TO MEASURE, EXAMINE, TEST, CALIBRATE OR OTHERWISE DETERMINE THE CHARACTERISTICS OR PERFORMANCE OF CONSTRUCTION MATERIALS E. CONTINUOUS INSPECTION: ON SITE INSPECTION' THE SPECIAL INSPECTOR ON A CONTINUOUS BASIS OBSERVING ALL WORK. REQUIRING SPECIAL INSPECTION. • PERIODIC 'iINSPECPON: INTERMITTENT INSPECTION AS PERMITTED BY THE PLAN SPEC /FICA TIONS AT PREDETERMINED INTERVALS OR, MORE FREQUENTLY AS WORK PROGRESSES NO SIGNIFICANT ELEMENTS OR AREAS 'SHALL BE', COVERED BY ADDITIONAL WORK UNTIL APPROVED BY THE MUNICIPAL BUILDING INSPECTOR AND /OR THE SPECIAL INSPECTOR: • STRUCTURAL OBSERVATION: THE VISUAL OBSERVATION, BY THE ENGINEER OF RECORD OR HIS DESIGNEE, INCLUDING BUT NOT LIMITED TO' THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATION, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE ME RESPONSIBILITY FOR THE SPECIAL AND MUNICIPAL INSPECTIONS REQUIRED BY CODES AND SPECIFICATIONS. H. EOR: THE STRUCTURAL ENGINEERING CONSULTANTS INC. GREG RILEY P.E - ADDRESS ON SHEET BORDER I. SPECIAL INSPECTION AND MATERIALS TESTING A. B. C. D. E. F. H. K. L. M. N. THIS SECTION APPLIES TO THE STRUCTURAL PORTIONS OF THE PROJECT REWIRING SPECIAL INSPECTION. ME SPECIAL INSPECTORS DUTIES ARE DESCRIBED IN S.B.0 1701.3 AND S.B.0 1701.5 (OR APPLICABLE CODE) DOCUMENTED METHODS AND PROCEDURES SHALL BE USED FOR INSPECTION AND TESTING REQUIRED OF CON TRACTURAL DOCUMENTS, AND FOR ESTABLISHING ACCEPTANCE CRITERIA_ ALL INSTRUCTIONS, STANDARDS, PROCEDURES, CHECKLISTS RELEVANT TO THE WORK WILL BE KEPT UP TO DATE AND READILY AVAILABLE FOR USE. NO INSPECTION OR TEST WILL BE PERFORMED IF THE SAFETY OF S.LC. INC. PERSONNEL IS IN QUESTION DUE TO JOBSITE CONDITIONS. PRIOR TO PROJECT COMMENCEMENT, ME G.C. WILL CONFER WITH AND OBTAIN ME APPROVAL FROM THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD REGARDING DIE INSPECTION AND TESTING PROCEDURES OR SPECIFICATIONS INCLUDING ANY APPROPRIATE ASTM METHODS, CODE REQUIREMENTS OR PROJECT SPECIFICATION REQUIREMENTS. AT ME START OF AND DURING EACH INSPECTION OF THE PROJECT TO ASCERTAIN PROPOSED CONFORMITY OF MATERIALS PERSONNEL QUALIFICATIONS, AS REQUIRED, AND PROCEDURES WITH APPLICABLE CODES, PLANS, AND SPECIFICATIONS. 1. ALL INSPECTIONS SHALL BE PERFORMED BY AN ACCREDITED, APPROVED SPECIAL INSPECTION AGENCY EMPLOYED BY THE OWNER OR OWNER'S AGENT, NOT THE CONTRACTOR OR SUB - CONTRACTOR, PER S.B.0 SECTION 106.3.5 (OR APPLICABLE CODE) THE OWNER OR OWNERS AGENT SHALL RECOMMEND THE INSPECTOR. THE SPECIAL INSPECTOR SHALL BE RESPONSIBLE TO THE ENGINEER OF RECORD.'. ACCEPTANCE OF THE DEPUTY INSPECTOR SHALL BE PROVIDED BY WRITTEN APPROVAL BY THE ENGINEER OF RECORD. ACCREDITATION TO ASTM E- 329 -95C, STANDARD SPECIFICATIONS,OR AGENCIES ENGAGED IN THE TESTING AND /OR INSPECTION OF MATERIALS USED V CONSTRUCTION, IS PREFERRED. 2. ALL TESTS SHALL BE PERFORMED BY THE FOR APPROVED TESTING LABORATORY CERTIFIED IN THE MUNICAPLITY THAT THE WORK IS TO BE DONE. COPIES OF THE TEST RESULTS AND FINAL REPORTS SHALL BE FURNISHED TO THE ENGINEER OF RECORD (EOR) IN ADDITION TO OTHER NORMAL DISTRIBUTIONS, WTHIN TWO DAYS OF THE TEST. IN THE CASE OF DESCREPANCIES OR DEFICIENCIES, ILE SPECIAL INSPECTION AGENCY SHALL IMMEDIATELY NOTIFY THE EOR. TESTING FREQUENCY SHALL BE PER APPLICABLE STRUCTURAL MASONRY, REINFORCED CONCRETE, AND STRUCTURAL STEEL WELDING CODES AND STANDARDS AND ARE PART OF THIS SPECIFICATION. .3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TEST AND /OR INSPECTION FIRM WITH A CONSTRUCTION SCHEDULE TO FACILITATE THE PROPER COORDINATION. 4. THE SPECIAL INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ARCHITECT, AND THE ENGINEER AT A MINIMUM PER WEEK FREQUENCY. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT, SIGNED BY BOTH HE AND HIS SUPERVISOR, STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE WORKMANSHIP PROVISIONS OF THE S.B.0 (OR APPLICABLE CODE) 5. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. 6. SPECIAL INSPECTION REPORTS THESE REPORTS SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING INFORMATION: PERMIT NUMBER NAME OF THE MUNICIPAL INSPECTOR, IF AVAILABLE, AND OF THE GOVERNING MUNICIPALITY SPECIAL INSPECTION AGENCY NAME, ADDRESS, AND PHONE NUMBER UNIQUE IDENTIFICATION OF THE REPORT AND OF EACH PAGE. CLIENT NAME AND ADDRESS NAME AND ADDRESS OF THE DESIGN PROFESSIONAL OF RECORD, AND OTHER DESIGNERS OR ENGINEERS APPLICABLE TO THE PROJECT DESCRIPTION OF THE TYPE OF INSPECTION PERFORMED ANY UNRESOLVED 'DEVIATIONS, EXCLUSIONS, AND ADDITIONS TO OR FROM THE APPROVED DRAWINGS AND SPECIFICATIONS RELEVANT TO THE SPECIFIC INSPECTION OR TEST. COMPLIANCE FINDINGS AND REFERENCE DESCRIPTION OF LOCATION WHERE THE INSPECTION WAS PERFORMED WITHIN THE PROJECT TIME AND DATE OF THE INSPECTION MEASUREMENTS, EXAMINATIONS, AND DERIVED RESULTS SUPPORTED BY TABLES, GRAPHS, SKETCHES, OR PHOTOGRAPHS AS APPROPRIATE THE NAME, SIGNATURE, TITLE, AND IDENTIFICATION NUMBER, AS APPROPRIATE, OF THE FIELD INSPECTOR PERFORMING THE INSPECTION IDENTIFICATION OF SUBCONTRACTORS EMPLOYED TO CARRY OUT TESTS OR PARTS OF TESTS 7. TESTS REPORTS LABORATORY TESTS AND MILL CERIFICATIONS ARE REQUIRED TO BE SUBMITTED TO THE ENGINEER OF RECORD. THESE REPORTS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. CONCRETE CYLINDERS (IF APPLIES) 2. REINFORCING STEEL OF APPLIES) 3. STRUCTURAL STEEL OF APPLIES) 4. CONCRETE MIXES OF APPLIES) 5. CONCRETE ANCHORS OF APPLIES) 8. SPECIAL INSPECTION BY A SPECIAL OR DEPUTY INSPECTOR FROM AN ACCREDITED, FOR APPROVED INSPECTION AGENCY AND WITH THE APPROPRIATE CURRENT MUNICIPAL LICENSES AND CERTIFICATIONS SHALL BE REQUIRED FOR THE TYPED OF WORK LISTED BELOW. A. ALL ADHESIVE ANCHORS, RODS, DOWELS, SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION. B. EXFANSION /ADHESIVE ANCHORS IN CONCRETE OR MASONRY EPDXY SET DOWELS AND RODS 1) EPDXY OR RESIN ADHESIVE WILL BE USED IN ALL LOCATIONS WHERE EITHER ALL - THREAD HOD OR REBAR ARE BEING EMBEDDED INTO EXISTING CONCRETE OR MASONRY AS TENSION ROD OR SHEAR ELEMENTS. 2) CONTRACTOR SHALL MIX AND INSTALL RESIN AND HARDENER PER MANUFACTURER'S SPECIFICATION. ALL EPDXY SET THREADED RODS SHALL BE SET UNDER SPECIAL DEPUTY INSPECTION. 3) HOLES IN CONCRETE. MAY BE DRILLED BATH ''ROTARY HAMMER DRILL FOR HOLES. IN MASONRY, A HAMMER ACTION DRILL ''SHALL NOT BE USED. SIZE SHALL BE PER MANUFACTURER'S RECOMMENDATION. IMMEDIATELY BEFORE APPLYING ADHESIVE, HOLES SHALL BE REAMED WITH A CIRCULAR WIRE BRUSH ATTACHED TO A DRILL MOTOR AND THEN BLOWN OUT WITH 01L-FREE COMPRESSED AIR. 4) ADHESIVE FOR DOWNWAPO HOLES MAY BE EITHER NON -SAG OR LIQUID TYPE, NORMAL SET. HORIZONTAL OR OVERHEAD HOLES SHALL BE NON -SAG TYPE, NORMAL SET. LIQUID EPDXY SHALL BE POURED SLOWLY INTO THE HOLE TO AVOID AIR ENTRAPMENT. NON -SAG EPDXY EPDXY SHALL BE INJECTED WITH A CAULK GUN WITH AN EXTENSION NOZZLE FITTED TO REACH THE BOTTOM OF THE HOLE. IN BOTH TYPES THE HOLE SHOULD BE FILLED APPROXIMATELY HALF FULL. 5) BAR OR ROD SHALL BE SLOWLY INSERTED AND TURNED A MINIMUM OF ONE ROTATION: DO NOT PULL UP AND DOWN ON THE DOWEL OR ROD WHEN INSTALLING. REMOVE ANY ADHESIVE FROM AROUND HOLE BEFORE IT HAS SET. 6) ADHESIVE SHALL BE CIA COVERT EPDXY, ICBO REPORT NUMBER 4846, COLA RR NUMBER 25113, SIMPSON STRONG TIE EPDXY ET -22, ICBO REPORT NUMBER 4945, COLA RR NUMBER 25120 AND 25185, SIMPSON STRONG TIE EPDXY SET, ICBO REPORT NUMBER 5279, COLA RR NUMBER 25279, OR RAMSET /REDHEAD EPCON CERAMIC 6, ICBO NUMBER 4285, COLA RR NUMBER 24975 AND 24927. ALTERNATES SHALL BE CONSIDERED UPON REQUEST AND SUBMISSION OF SBCCI OR OTHER APPLICABLE RESEARCH REPORTS. DDL * Og D CITY OF TU�:'.NIL DATE: ISSUE DATE: THE GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ENGINEER OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. The Stnrctural Engineering Consultants. Inc. "Complete Structural Engineering.. Services, Nationwide" 27200 Tourney Rd. #110 Santa Clarita, California 91355 www.structulalconsulling.com GREG RILEY PROFESSIONAL ENGINEER LA 28692 AL. 23303 AK A2. 33945 SE AR 10115 CA 56052 33527 CT. 22469 D.C. DE. 12165 FL. 56309 GA. 25687 HI. ID. 9874 IL 54224 IN. 10100456 IA 15230 SE KS. 16139 KY. 21713 LOCATION: PROJECT NO. 01 -167 SCALE: DATE 08/07/01 DRAWING NAME: DRAWING NO. Greg Riley P.E. ME 9828 MD. 25471 MA 1O No. REVISIONS / BY: MI. 46970 MN. 40723 MIS. 14202 MO. E- 2000170063 MT. 14502 NE E -9928 NV. 14468 N.H. 10307 N.J.Q 42639 N.M. 14952 N.V. 078284 N.C. 26155 N.D. 4578 OH. 64125 PROJECT: THE CHILDREN'S PLACE SOUTH CENTRAL MALL TUKWILA, WA. Tel: 661 - 287 -5800 Fax: 661- 287 -5855 e -mail: gHleype@aol.com OK 19688 OR. 61511 PA 57066 RI. 7292 S.C. 20050 S.D. 7178 TN. 103925 TX. 87268 NT. 4806493 VT. 7741 SE VA 33749 WA 36245 W.V. 14778 WI. 34393 WY. 9095 SE GUAM P.RICO VIRGIN IS. DRAWN BY: S.L. CHECKED BY: G.R. APPROVED BY: © ALL RIGHTS RESERVED STRUCTURAL SPECIFICATIONS CLEAR SPAN TO SIZE C.E.M -C.O. NUMBERS DESCRIPTION 10 (2) -400 CS 16 GA. 4" /' DEEP, FLAN6 GES GAUGE 1 15' -0° (2) -600 CS 16 GA. EEP, 1 6 " / FLAN GES GAUGE% D 20' -0 (2) -800 CS 16 GA. DEP, 16 8° 1� E FLANGES GAUGE 25' -D' (2) -1000 CST6 GA. 10" / DEEP FL, ANGE16 S GAUGE 30. -0° OR (2) CS 14 GA 10" DEEP E) OPEN WEB BAR JOISTS TGP OF wuL STSIDA PANEL DATE: ISSUE DATE: No. REVISIONS / BY: THE GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ENGINEER OR HIS REPRESENTATIVE REGARDING MEASUREMENTS. IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT. ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. AL 33995 SE AR. 10115 SCALE: DE. 12165 FL. 56309 HI. 9874 IN. 10100/56 IA 15230 SE KS. 16139 KY. 21713 LOCATION: PROJECT NO. 01 -167 DATE 08/07/01 DRAWING NAME: 28692 MD. 25471 MI. 46970 MN. 40723 MIS. 14202 MO. E- 2000170063 MT. 14502 NE. E -9928 N.H. 10307 N.J. 42639 N.M. 14952 N.Y. 078284 N.C. 26155 N.D. 4578 OH. 69125 PROJECT: THE CHILDREN'S PLACE SOUTH CENTRAL MALL TUKWILA, WA. DRAWN BY: APPROVED BY: OK 19688 OR 61511 PA. 57066 R.I. 7292 TX 87268 Ur. 4806493 VT. 7741 SE W.V. 14778 P.RICO VIRGIN IS. CHECKED BY G.R. © ALL RIGHTS RESERVED DETAIL SHEET STRUCTURAL SCHEDULE JOISTS: 4 "x20 GA O 16" O.C. COLUMN: (2) 3 -1/2 "x16 GA STUDS BEAM #1: (2) 8 "x16 GA BOX BA. BEAM #2: (2) 6 "x16 GA BOX BM. BEAM #3: (2) 8 "x16 GA BOX BA. BEAM #4: (2) 12 "x16 GA BOX BM. BEAM #5: (2) 6"x16 GA BOX BM. (1) 10 18GA TRACK. SECURED TO BAR JOISTS 0. SHOT PINS . IBCO 1 0 9 O.C. PER IBCO 1639 DIA4 x20 CES GA OIA O,�/AL BRA ® 48 O. NO SCALE STOREFRONT SECTION 1 (I) #10 NOTE: ALL DIAGONAL BRACING SHOWN IN SECTIONS TO BE 3- 5/8 "x20GA 0 48" O.C. FOR ATTATCHMENT TO ROOF S'£ 6 /S2.0 & 10/52.0 NO SCALE <—(I) 110 16GA TRACK. SECURED TO BAR JOIST W/ HILn SHOT PINS (2) 0.145 " 0 PER IBCO 1639 3 -5/8 "x20 GA STUDS NOTE: FOR PERPENDICULAR TO BAR JOIST CONDITION SEE 10/S20 SOFFIT FRAMING TO STRUCTURE ABOVE (� DIAGONAL BRACES WALL STUDS. PER SECTIONS PER SECTIONS NOTF FOR PARALLEL TO BAR JOIST CONDITION SEE 10/S20 SOFFIT FRAMING TO STRUCTURE ABOVE (1 0 O FLR. METAL STUDS PER SECTION #8 BOX BEAM PER PLAN AND DETAIL 4 (1) #B S.M.S NO SCALE LOW JOISTS PER PLAN 8 S.M.S. (TOP.) DIAGONAL BRACES PER WALL SECTIONS 2L GA TRACK WHERE OCC e S.M.S. O " O.C. INTO BM. x18 GA TRACK SECURE TO BOXBE5 M W /$8 M.S. O 8 O. STAGGER) JOISTS @ BOX BEAM r l h ria NP. OISTS PER PLAN STUDS WA -L SECTIONS (3) 18 S.M.S. ( 4 ) #8 S.M.S. DIAGONAL BRACES (a7 JOISTS / STUDS ( 9 1 3 5/8-, 20 C0. METAL STUD FRNMING O i6 O. ATIACHSO TO STIIIIFF E PBOVE FIXR LATEML D/NEO G LS DETAIL 6/520 k 10/520 3 5 /6 20 00. MCTAL SWD CRO55 BRAONG O 4' -0° L O.C. Fpi UTERA SUPPORT ONLY (TYPICAL) JOISTS PER PLAN BOX BM. PER PLAN it' -6 AFF. CDGNG PLIGHT 10' -7 1/2 AF.F. STOREFRONT SECTION @ STOREFRONT GLASS NO SCALE LIGHT GAUGE STEEL SPECIFICATIONS: C.E.M.C.O. STEEL FRAMING SYSTEMS (OR APPROVED EQUAL) 263 COVINA LANE INDUSTRY, CALIFORNIA 91744 800 - 775 -2362 925- 473 -9340 PER ICBO ES REPORT #3403-P AND L.A. CITY RESEARCH REPORT #24923 3 -1/2 TYPICAL BOX BEAM CONSTRUCTION I NOTE: ALL SCREWS SPECIFIED TO BE "DARTS" SELF - DRILLING TYPE BY COMPASS INTERNATIONAL I (OR EQUAL) PER ICBO REPORT 5202. TYPICAL BUILT -UP BOX BEAM BUILT UP STUD COL. PER PLA (E) CONC. SLAB FLOOR— (2) 3 I/O x 16GA. STUDS WITHIN (2) 3 5/8 "x. 16GA. CHANNEL STUDS. SECURE W/ #8 SMS O 12" O.C. ALONG EACH FLANGE OF TRACK AND STUD 350 -XD 4 ° x i6 GA. TRACK LT (TYPICAL TOP AND BOTTOM) NOTE: CONDITION O META PAN DECK SIMILAR LEASE LINE 12 x 3/4" LONG SMS SCREWS O 12" O.C. -TYP. NO SCALE 3 -1/2" 362 -XDLT ex 16 GA. TRACK (TYPICAL TOP AND BOTTOM) PLAN VIEW "A \#B S.M.S 5/8° TYPE x 16 GA. (U.N.O.) �-�-2° EMBEDED (MIN.) BUILT UP STUD COLUMN OP DASDNG MALL BULKHEAD EGG. TU PATCH AND REPAIR AS REO'0. ROHM 6 MALL IENANT k TOP OF TwAxr CONSTRUCTION BDx BM. p PER :AP 1 70 1; AFF l� -� BOTTOM T GTP. 50. SOFFIT FF 4 BOTTgI /OF A amrury wALL 1 5/B CE NG LIGHTED °R° TYPE FIXTURE 31 -1/2" . THICKNESS REQ'D FI TO VERIFY 3 -5/8" TRACK - BEND. FLANGE AND SECURE TO EXISTING FLOOR W/ 0.145" 0 POWER DRIVEN NAILS (2) EA SIDE. 3 1 /, 20 GA. METAL STUD FRAMING O le O.C. ATTACHED TO STRUCTURE ABOVE FOR LATERAL BRACING ONLY PER DE TAIL 6/520 k 10/52.0 JOISTS PER PLAN DIAGONAL BRACES WHERE OCCURS (SEE SECTION) 16 GA TRACK TOP OF COL (4) #8 — (JOIST TO STUD) CHILDREN'S PLACE LEASE LINE STOREFRONT SECTION (a7 ENTRY 2 NO SCALE. DIAGONAL B RACE TO JOISTS NO SCALE 3 -1/2" WIDE X 6" LONG X 16 GA PLATE. SECURE TO COLUMN TRACK W/ (2) #8 S.M.S. A TO Box W/ (2) #8 S.M.S. o o I l� I ° I &STUD TAIL 18 COLUMNS PER PLAN — O. DE POP -WT POP -WT LLASE UNE BOX BEAM PER PLAN AND DETAIL #4 ( 2 ) 1 8 S.M.S. O TRACK TO COLUMN (2) #8 S.M.. O PLATE TO S BOX BEAM 1 /P° AFF BOI I "OM I F TENANT SIGN k EN1RY SOFFIT ADJACENT FRAMING WHERE OCCURS (3) #8 SMS (BRACE TO STUD) � DN STUD COLUMN TO BEAM 7 j �e s tructural Engineering Consultants; Inc. "Complete Structural Engineering Services, Nationwide" 27200 Tourney Rd. #110 Santa Clarita, Califomia 91355 www.sfucturalconsulling.com GREG RILEY PROFESSIONAL ENGINEER DRAWING NO. f `L�€Ib " CITY OF T UK'JL'ILA Grea Riley P.E. Tel: 661 - 2875800 Fax: 661- 287 -5855 e -mail: grileypeDaoLcom S.C. 20050 7178 TN. 105925 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 following 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 Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 206/431 -3670 FOOD & RES1wt7RANTS 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 Attn: Joe Makelerny Requirements of a food service are detailed in the Seattle or King County Food Code. For a copy of the Food Code contact your District Office. 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: Factory Mutual Insurance Great Lakes Operation- Cleveland 24950 Great Northern Corporate Center Suite 201 North Olmstead, OH 44070.5319: Upon approval TENANT shall forward four (4) 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.: FIRNI CONTACT ADORE ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 2061455.5120 GAS SERVICE ROOF CONTRACTOR Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464 -1999 Installation: Tel: 800/999 -4964 TELEPHONE SERVICE U.S. West Communication P.O. Box 12480 Seattle, WA 98191 -0001, Tel: 2061346 -8500 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 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: 206/464 -0441 CONTACT INFORMATION TENANT EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornct :irl }Cane i 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3103 Tel: 206/340 -2255 Fax: 2061343 -2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481.7669 PRECONSTRUCTION MEETING A minimum of five (5) days prior to starting construction, the CONTRACTOR shall contact the SHOPPING CENTER OFFICE to 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 shall provide the following: Building Permit - A copy of each of the Local and State Building permits. • Workers Compensation Certificate. • Insurance Certificate - 'The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate, $1,000,000 each occurrence art: cliould reflect the following as 'Additional Insureds': The Richard E. Jacobs Group, Inc. Southcenter 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 I.D. 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 and /or 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% administratiori fee) will be returned 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. FIRM TENANT'S ARCHITECT CONTACT ADDRESS CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "COP v •"TOP y!' mean the GENERAL contractor. All references to LANDLORD may aqualiy 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 immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center to resolve how to proceed. The installation of any materials that contain asbestos is strictly prohibited. EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipment and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of: 1) goveming building codes, 2) the Federal Occupational Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and casualty insurer, or 5) the provisions of the lease. All costs shall be at TENANT'S expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party's property from n s inside the Mall Use of fuel operated engines en e damage. P 9 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 shall 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 will 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 coordinate 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 NON - Shopping Center hours. Where there is no rear door to access space, all deliveries, trash removal, etc., must be coordinated before or after Mall operating hours, according 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 fire corridors and truck docks shall be kept'clear 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 "hot" work (ex: welding, solder- ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or FIRM CONTACT AMR TENANT'S ENGINEER welding 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 all damages resulting from a failure to so comply. T7.:;1PORARY PO'fl those Tenants where permanent power is not yet available. Where permanent power is available, it is the responsibility 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 TENANT Account as soon as possible. TEMPORARY TOILET It will be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all 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 construction, the CONTRACTOR shall ensure, if required by the LANDLORD, that a temporary r barricade is installed at the storefront see P 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 of the LANDLORD. Any barricade removed without prior consent will be reconstructed by the LANDLORD at the CONTRACTOR'S expense. CONSTRUCTION SIGNAGE The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall post all signage as required by mall representative for public safety or general waming. 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'appro■al 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 NAME Southcenter Mall 633 Southcenter Seattle, WA 98188 -2888 Tel: 206/246 -0423 Fax: 206/244-8607 INTERRUPTION OF UTILITIES The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days prior to any modification to utility services that may temporarily interrupt such service to other tenants or the shopping center. NOISY COTISTRU ;TIO?I LANUL3RD has established working hours when the contractor may perform "noisy" construction (i.e. saw outing, core drilling, "Hilti" type fastener guns, etc.).;ontactthe LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTACTOR reschedule any activities deemed disruptive to'estricted hours. TRASH IEMOVAL & DUMPSTERS Trash Remval -All trash will be confined to the premises art removed at the end of each day by the CONTRACUR. Any trash found in the service corridors, adjacent tenet units, and /or other public areas will be removed bythe LANDLORD and deducted from the CONTRAC deposit or billed to the TENANT. The locatiorof the CONTRACTOR'S dumpster will be determined ry the LANDLORD. LANDLORDS dumpsters and /or compactors are not to be used ty CONTRACTOR. SPRINK-ER DRAIN -DOWN The CONTFACTOR shall seek the LANDLORD'S prior approvtt at least two (2) days in advance of needing to vain the shopping center sprinkler system. No shoppinc center sprinkler system will be left drained ovenight. Ali systems vill be charged and operational when the CONTRACTOR leaves for the night. A $75 fee will be charged for Each time the LANDLORD'S sprinkler system is drained or shut down to accommodate connection and testing requirements. ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed' to penetrate the roof or adjuss or modify the LANDLORD'S sprinkler system, fixtures, utilities, structure, equipment or facilities without the LANDLORD'S express written consent and will be doneoy the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. OPERATING WHILE'. REMODELING In addition to my prior stated requirements, the following rules apply to stores remaining open during remodeling. PRECONSTRUCTION MEETING For stores nmaining open during construction, The Store Manager must be present at the Preconstruction Meeting to dscuss plans for the remodel, time span of remodel anc related safety issues. BARRICADE The CONTRACTOR will be required to schedule the construction n phases and provide a phasing barricade pion indicating 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 Security Officer or other service is needed. The LANDLORD will not be responsible for the security of the CONTRACTOR'S or the TENANT'S property. SAFETY In addition to the O.S.H.A. safety standards referenced previously, the Store Manager and CONTRACTOR must observe the following: • Provide aminimum of a four foot (4') barricade around all construction areas. • Apply plastic sheeting from the barricade up to the ceiling no as to minimize dust and related damage to merchandise, customers and the public mall areas. • Verify that all workman's tools, 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 Tel: 440/871 -4800 Fax: 440/808 -6909 OPENING REQUIREMENTS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. au Tenant Air Balance Report • Punch List: Upon completion of construction and PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list. The premises will be allowed 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. THIS AREA FOR LANDLORD USE ONLY... LIEN WAIVERS & AFFIDAVITS The CONTRACTOR will be required to submit the following items at the end of the construction (forms are available from the LANDLORD): • An original notarized "General Contractor's Affida r. and Fin ai ar of Lien ". • he original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. Ctst 009 s op 1 2 2001 AS so-fE0 NOTE: DRAWINGS WITH III IN THE LOWER RIGHT HAND CORNER ARE APPROVED BY LANDLORD •� LANDLORD'S approval of TENANT'S Drawings is contingent upon TENANT'S 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 TENANT'S Drawings. Should any conflict arise between any of TENANT'S Drawings and the Lease, the applicable portion(s) of the Lease shall.be determinative. LANDLORD'S approval of TENANT'S Drawings will in no way alter, amend or waive the requirements or criteria of the Lease. F' " 9' CITY OF Tl1KWILN SOUTHCENTER TYPICAL TENANT GUIDELINES TTG -Q 1 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 DRAWN BY: SCALE: EWSED BY; FILE NAME, SEATTLE, WASHINGTON UNIT NUMBER DRAWING NUMBER: DBA REVISIONS DATE. JOBNUMBER: DATE DRAWING SUBMISSION & REVIEW CHECKLIST 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) PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING HVAC NOTES: 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 S installation of TENANT'S sign, TENANT'S sign fabricator (sign company) shall 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- BUILTS: Within thirty (30) days after the opening of the Premises, TENANT shall submit a complete set of as -built drawings to LANDLORD. 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 following 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 Building Division 6300 Southcenter Blvd. Tukwila, WA 98188, Tel: 206/431 -3670 FOOD & RES1wt7RANTS 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 Attn: Joe Makelerny Requirements of a food service are detailed in the Seattle or King County Food Code. For a copy of the Food Code contact your District Office. 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: Factory Mutual Insurance Great Lakes Operation- Cleveland 24950 Great Northern Corporate Center Suite 201 North Olmstead, OH 44070.5319: Upon approval TENANT shall forward four (4) 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.: FIRNI CONTACT ADORE ELECTRIC SERVICE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 2061455.5120 GAS SERVICE ROOF CONTRACTOR Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464 -1999 Installation: Tel: 800/999 -4964 TELEPHONE SERVICE U.S. West Communication P.O. Box 12480 Seattle, WA 98191 -0001, Tel: 2061346 -8500 WATER SERVICE City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel: 206/433 -1849 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: 206/464 -0441 CONTACT INFORMATION TENANT EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0585 STRUCTURAL FLOOR ENGINEER Andersen Bjornct :irl }Cane i 800 Fifth Avenue Suite 3800 Seattle, WA 98104 -3103 Tel: 206/340 -2255 Fax: 2061343 -2266 SPRINKLER CONTRACTOR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012, Tel: 481.7669 PRECONSTRUCTION MEETING A minimum of five (5) days prior to starting construction, the CONTRACTOR shall contact the SHOPPING CENTER OFFICE to 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 shall provide the following: Building Permit - A copy of each of the Local and State Building permits. • Workers Compensation Certificate. • Insurance Certificate - 'The Certificate of Insurance should be in the minimum amount of $2,000,000 in the aggregate, $1,000,000 each occurrence art: cliould reflect the following as 'Additional Insureds': The Richard E. Jacobs Group, Inc. Southcenter 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 I.D. 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 and /or 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% administratiori fee) will be returned 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. FIRM TENANT'S ARCHITECT CONTACT ADDRESS CONSTRUCTION REQUIREMENTS The following Rules govern construction on LANDLORD'S property. All references to "COP v •"TOP y!' mean the GENERAL contractor. All references to LANDLORD may aqualiy 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 immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center to resolve how to proceed. The installation of any materials that contain asbestos is strictly prohibited. EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipment and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of: 1) goveming building codes, 2) the Federal Occupational Safety and Health Act (OSHA) and regulations promulgated thereunder, 3) all laws, ordinances and regulations of applicable State, City and Local health departments and utility companies, 4) the requirements of LANDLORD'S fire and casualty insurer, or 5) the provisions of the lease. All costs shall be at TENANT'S expense. PROTECTION OF PROPERTY The CONTRACTOR shall be responsible for protecting the LANDLORD'S and any other party's property from n s inside the Mall Use of fuel operated engines en e damage. P 9 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 shall 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 will 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 coordinate 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 NON - Shopping Center hours. Where there is no rear door to access space, all deliveries, trash removal, etc., must be coordinated before or after Mall operating hours, according 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 fire corridors and truck docks shall be kept'clear 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 "hot" work (ex: welding, solder- ing, torch -work, etc.). It shall be the duty and responsi- bility of the CONTRACTOR performing any cutting or FIRM CONTACT AMR TENANT'S ENGINEER welding 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 all damages resulting from a failure to so comply. T7.:;1PORARY PO'fl those Tenants where permanent power is not yet available. Where permanent power is available, it is the responsibility 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 TENANT Account as soon as possible. TEMPORARY TOILET It will be the responsibility of the CONTRACTOR to provide adequate toilet facilities for all 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 construction, the CONTRACTOR shall ensure, if required by the LANDLORD, that a temporary r barricade is installed at the storefront see P 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 of the LANDLORD. Any barricade removed without prior consent will be reconstructed by the LANDLORD at the CONTRACTOR'S expense. CONSTRUCTION SIGNAGE The CONTRACTOR is not allowed to post any company name or sign on the temporary barricade. The CONTRACTOR shall post all signage as required by mall representative for public safety or general waming. 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'appro■al 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 NAME Southcenter Mall 633 Southcenter Seattle, WA 98188 -2888 Tel: 206/246 -0423 Fax: 206/244-8607 INTERRUPTION OF UTILITIES The CONTRACTOR must receive the LANDLORD'S approval at least three (3) days prior to any modification to utility services that may temporarily interrupt such service to other tenants or the shopping center. NOISY COTISTRU ;TIO?I LANUL3RD has established working hours when the contractor may perform "noisy" construction (i.e. saw outing, core drilling, "Hilti" type fastener guns, etc.).;ontactthe LANDLORD for restricted hours. LANDLORD reserves the sole right to request that CONTACTOR reschedule any activities deemed disruptive to'estricted hours. TRASH IEMOVAL & DUMPSTERS Trash Remval -All trash will be confined to the premises art removed at the end of each day by the CONTRACUR. Any trash found in the service corridors, adjacent tenet units, and /or other public areas will be removed bythe LANDLORD and deducted from the CONTRAC deposit or billed to the TENANT. The locatiorof the CONTRACTOR'S dumpster will be determined ry the LANDLORD. LANDLORDS dumpsters and /or compactors are not to be used ty CONTRACTOR. SPRINK-ER DRAIN -DOWN The CONTFACTOR shall seek the LANDLORD'S prior approvtt at least two (2) days in advance of needing to vain the shopping center sprinkler system. No shoppinc center sprinkler system will be left drained ovenight. Ali systems vill be charged and operational when the CONTRACTOR leaves for the night. A $75 fee will be charged for Each time the LANDLORD'S sprinkler system is drained or shut down to accommodate connection and testing requirements. ROOF &BUILDING MODIFICATIONS The CONTRACTOR will not be allowed' to penetrate the roof or adjuss or modify the LANDLORD'S sprinkler system, fixtures, utilities, structure, equipment or facilities without the LANDLORD'S express written consent and will be doneoy the LANDLORD'S original contractor (or LANDLORD'S designee) at the CONTRACTOR'S expense. OPERATING WHILE'. REMODELING In addition to my prior stated requirements, the following rules apply to stores remaining open during remodeling. PRECONSTRUCTION MEETING For stores nmaining open during construction, The Store Manager must be present at the Preconstruction Meeting to dscuss plans for the remodel, time span of remodel anc related safety issues. BARRICADE The CONTRACTOR will be required to schedule the construction n phases and provide a phasing barricade pion indicating 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 Security Officer or other service is needed. The LANDLORD will not be responsible for the security of the CONTRACTOR'S or the TENANT'S property. SAFETY In addition to the O.S.H.A. safety standards referenced previously, the Store Manager and CONTRACTOR must observe the following: • Provide aminimum of a four foot (4') barricade around all construction areas. • Apply plastic sheeting from the barricade up to the ceiling no as to minimize dust and related damage to merchandise, customers and the public mall areas. • Verify that all workman's tools, 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 Tel: 440/871 -4800 Fax: 440/808 -6909 OPENING REQUIREMENTS • Certificate of Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of the Occupancy Permit. au Tenant Air Balance Report • Punch List: Upon completion of construction and PRIOR TO opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation and compile a punch list. The premises will be allowed 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. THIS AREA FOR LANDLORD USE ONLY... LIEN WAIVERS & AFFIDAVITS The CONTRACTOR will be required to submit the following items at the end of the construction (forms are available from the LANDLORD): • An original notarized "General Contractor's Affida r. and Fin ai ar of Lien ". • he original signed and notarized "Subcontractor's Affidavit and Waiver of Lien" for each contractor. Ctst 009 s op 1 2 2001 AS so-fE0 NOTE: DRAWINGS WITH III IN THE LOWER RIGHT HAND CORNER ARE APPROVED BY LANDLORD •� LANDLORD'S approval of TENANT'S Drawings is contingent upon TENANT'S 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 TENANT'S Drawings. Should any conflict arise between any of TENANT'S Drawings and the Lease, the applicable portion(s) of the Lease shall.be determinative. LANDLORD'S approval of TENANT'S Drawings will in no way alter, amend or waive the requirements or criteria of the Lease. F' " 9' CITY OF Tl1KWILN SOUTHCENTER TYPICAL TENANT GUIDELINES TTG -Q 1 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 DRAWN BY: SCALE: EWSED BY; FILE NAME, SEATTLE, WASHINGTON UNIT NUMBER DRAWING NUMBER: DBA REVISIONS DATE. JOBNUMBER: DATE PHASE I BUILDING 'D2' PHASE II FOOD COURT �OLITHCENTER SEATTLE, WASHINGTON ELECTRICAL DESIGN CRITERIA, DETAILS AND RISER DIAGRAMS Sheet l of 2 TSG -At Tsc -C1 7 TSG -01 TsG -D TSG -02 MERVYN'S MERVYN'S • M ERVYN'S MERVYN'S i 1 �II ■ �_ /� / /% iii /i ('; % %% ;e r_ f tsc_G NORUSTROM f/ ��/ �i %: %f % /'> Q/� / / % /// / - ' jf / THE BON �� i ii / %� %// �� / i „ • / / / / / // • _ a.p O e a i % y /.. / //;i% .f'% i, to ii;!�! //r % / ;;;dr__= F- i n // o •I� TsG -F2 I � ' - I+n ;;,. %, , f , �i� %% • /! o sI.o 0 0 j /�. %. JCPENNEY % % , i`L;; /, % fs1 : / / NI UII. i j % ! y N OIRD S TROM R THE BON a C F � I I 1 .'�. I NORD STROM filD THE BON •_ •_ i � aro o s R I I, o l II / o : 0 / j4/ 0 0la NO RDSTROM �� 1 THE BON � f F �I� lI�I�• ; 1.; •II 1111 II � �� Nano o e o o ......... _,,., _ -- aFrO o s o o vo o to a r I ma _..._. � ��o .� � i D ./� SEA am l�" ' i Q•� �..ii _ I rll�h �J . - ' m�l IT' - / , / 1111 (� �IlicIII1 : • JCPENNEY : ii ._'�1D��'• .... - � , � ' i � . .�II _� i � r�l UM D i � ��� ® ��! ; 1 i � _ _ ■TILT -. �� YYYYYYY TY� s , •IIIIIIIIII JCPENNEY ii viii � ' f�1 �.. a � ® "ol■ SEARS 11'12: :, lir : 7 � hurl�jiifi0 ! I JI , :� - - J • - -- 1= 11I lip 1 a mi,,,,' L y�' a m,� '� a / / / / / //i / / / / / / f / / / /�. , „ //. /% � WHIM J CPENNEY 'or■ .. I .. IT' SEARS - 1��ni 1 s E: TSG -E2 KEY I /o,e4 :.. PLAN • KEY PLAN \W► NW TSG -D2 -1 KEY PLAN /Al. TSG -F3 TSG-F1 1SG -D3 TsG -E1 TSG -02 KEY PLAN tAl 'SG-D2 ■ I ` ■� NO S SOLE IOW ALL INSTALLED EQUIPMENT. ACCESSORIES. AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC MEN ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. 1 ALL INSTALLED EQUIPMENT. ACCESSORIES, AND PIPING SHALL BE INSTALL@ PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. ALL INSTALLED EQUIPMENT. ACCESSORIES. AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. All INSTALLED EQUIPMENT, ACCESSORIES. AND PIPING SHALL BE INSTATED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. UNIT NUMBER ELECTRICAL NOTES: COUTT NO AND WIRE TENANT'S PHASE II NOTES• PHASE I NOTES. DBA 1. TENANT SHALL PROVIDE A SMOKE DETECTOR SHUT DOWN THE' UNIT UPON DETECTION & LIGHT' SHALL BE INSTALLED IN THE 2. UPON DETECTION OF FIRE, GAS AND SHUT OFF FOR COOKING EQUIPMENT 3. THE LANDLORD HAS PROVIDED A 120 WILL BE MADE AT A JUNCTION BOX UNIT. COORDINATE CONNECTION WITH 4. THE SWITCH SHALL CONTROL. MENUBOARD, AREA LIGHTING. USE PARAGON TYPE 5. UNDERCOUNTER UGHTING SHALL BE WITH 80 MIWAMP TRANSFORMER, B. THE F000 COURT FLOOR IS A STRUCTURAL CONSTRUCTION L OF BE LANDLORD FOR ANY CONDUIT IN THE RETURN OF SMOKE. A STOCK AREA AS A PART ELECTRIC POWER IS TO BE UNDER THE HOOD. V AYED B FOR THE TENANT'S LOCATED BY THE LANDLORD THE LANDLORD. UNDER COUNTER LIGHTING 70007 -0 OR EQUAL 24 10 MIWMETER NEON UGHONO SLAB. TENANT MUST UNDER FLOOR CONSTRUCTION. AND WIRE AR DUCT THAT WILL TEST -ALARM SWITCH OF THE SYSTEM. ,AUTOMATICALLY SIGN. CONNECTION WITHIN 1HE TENANT TE St SERVING HOUR 7 DAY TYPE (WHITE) HAVE WRITTEN BEFORE TENANT'S 1. TENANT SHALL PROVIDE A SMOKE DETECTOR IN THE RETURN SHUT DOWN THE HVAC UNIT UPON DETECTION OF SMOKE A & LIGHT SHALL BE INSTALLED IN THE STOCK AREA AS A PATE CONDUIT AND WIRE AIR DUCT THAT WILL TEST -ALMA SWITCH OF THE SYSTEM. TENANT'S 1. TENANT SHALL PROVIDE A SMOKE DETECTOR IN THE RETURN AR SHUT DOWN THE 14VAC UNIT UPON DETECTION OF SMOKE a & uGHT SHALL BE INSTALLED IN THE STOCK AREA AS A PMT CONDUIT AND WIRE DUCT THAT WILL TEST , ALARM SWITCH OF THE SYSTEM. TENANT'S UNIT METERING r T ] SWITCHBOARD 1 I r r r r O I DI I 1 I r --- r --- rt r - - - ry METER AND SOCKET O i- I --[®1 1 M I O r I T' 1 I i 1 r ? FUSIBLE SWITCH OR CIRCUIT BREAKER UNIT UNIT I M 1 I1:11 1 ION DI 1 1-c r r rt r , t I] I]I-t ® r D1 -i f METERING I T 1 SWITCHBOARD i i 1 OR METERING T T 1 1 i 1 I 1 1 1 I 11 GRADE /FINISHED FLOOR IT 11 1 1 1 1 I I I 1 1 1 I 1 I I I I I r l__1___1J- __1___1�l 'SWITCHBOARD r I lO I r --- 1 METER AND SOCKET -4 r --- IMi O r , -- r -- I OI I , F -- - I GRADE /FINISH@ FLOOR 1 I 1 J-__1- rt r T'1 1 I I I 1 101 I � r --- r -- rt - - - -- T'1 1 I l@l I ION 1 1 �I I UNIT QI 1 I r - rt r - -- T''1 1 1 I I [II M i __I� r - rt r - T'1 i i i KID; DI I pl lO __ - rt r -rt I OI I I I M I I p , I 9 I 1 rt r -- T'1 I I I I I I 1 1 I I I I I 1 1 1 1 I _1 1 -__1_ , FUSIBLE SWITCH OR CIRCUIT BREAKER 1 I 1 1 r--- r --- rt --- r - - rT A,I� ±I 1 1 METER AND SOCKET - O Q I i M 1 I]i 1 --- --- t --- r - - - rt ®i i ii 0 01 1 r--- r--- rt-- -r -- - I I N M I 1 1 M I I O OI i Q1 I Q1 1 r -- - - rt -- r - - - rT 1 I 1 1 I I I GRADE/FINISHEO FLOOR 1 1 1 I I 1 1 1 I 1 1 1 1 1 I I 1 1 1L 1_ 1L - -1 - r - -- , FUSIBLE SWITCH CIRCUIT BREAKER PARTIAL RISER DIAGRAM IS - MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS METERING T I r - - - T'1 O I 1 120/2080 30 4W NOTES & LEGEND; 5. THE W ,)VERCURRENT e. 'TENANT DETECTOR AIR DUCT DETECTOR DUCT INTERRUPTING CAPACITY OF THE METERING SWITCHBOARD DEVICES SHALL BE A MI QUNC MEANS IENATN UNIT N GISCONNE MINIMUM OF 85,000 RMS SWITCHBOARD �,1 r --- r --- rY -- ION 1 M 1 I 0 1 r r - -rt 1 I METER AND SOCKET - COI h --- I - - - Oi 01 r --- r - - - rt i M i �O O rt-- GRADE/FINISHED (LOOS i i rJ__- i__- 1_L__1___ I -- r- --ri I O I - - r -- � I I Oi DI -- r -- ri OI DI l -r - -I i 1 FUSIBLE SWITCH OR CIRCUIT BREAKER 1. BY TENANT 2. 3. 9 METER, FUSIBLE S 4. ALL EQUIP // SOCKET. NEAT ADDRI THE METERING SWTICH90ARD WITCH, CIRCUIT EAMS% ETC.) fiR kiALL BE RERSCOORDINATED NYY TME DUCT SMOKE SUPPLY 120 V SMOKE EXHAUST FAN PARTIAL RISER DIAGRAM PARTIAL RISER DIAGRAM 120/208V 30 4W NOTES & LEGEND: 277/480) 30 4W IN 0- BUILDING ONLY. 120/206V 30 4W IN A. B. C. S. E & F- BUILDINGS. NOTES a, LEGEND; PARTIAL RISER DIAGRAM \ t BY TENANT 2. BY LANDLORD 3. METER BY UTILITY AT TENANT'S EXPENSE 4. ALL EQUIPMENT ADDITIONS TO THE METERING /SWITCHBOARD (SOCKET, METER, FUSIBLE SWITCH, CIRCUIT BREAKER. ETC.) SHALL BE COMPATIBLE AND COORDINATED WITH THE SWITCHBOARD MANUFACTURERS REQUIREMENTS. 5. THE INTERRUPTING CAPACITY OF THE METERING SWITCHBOARD OJERCURRENT DEVICES SHALL BE A MINIMUM OF 65,000 RMS AMPERES AT 2400 AC. B. TENANT TO PROVIDE A MAN DISCONNECTING MEANS WITHIN TENANT'S UNIT. - 1 BY TENANT 2. BY LANDLORD 3. METER BY UTILITY AT TENANTS IXPENSE. 4. ALL EQUIPMENT ADDITIONS TO THE METERING /SWITCHBOARD (SOCKET, METER, FUSIBLE SWITCH, CIRCUIT BREAKER, ETC.) Stall BE COMPATIBLE AND COORDINATED WITH THE SWITCHBOARD MANUFACTURERS REQUIREMENTS. 5. THE INTERRUPTING CAPACITY OF THE METERING SWITCHBOARD OVERCURRENT DEVICES SHALL BE A MINIMUM OF 35,000 RMS AMPERES AT 4800 AC. OR 85,000 HMS AMPERES AT 2400 AC. 8. TENANT TO PROVIDE A MAIN DISCONNECTING MEANS WITHIN TENANT'S UNIT. 24 24 + - END OF LJNE RESISTER - NNW The Richard E. Jacobs Group DUCT SMOKE RETURN AIR 120/2080 30 4W NOTFS & LEGEND' �! n MAGNETIC FAN STARTER W/ OVERLOADS & 24 V CONTROL CIRCUIT 1. BY TENANT GTY OF TI hppROYED 2. BY LANDLORD 3. METER BY IITILOY AT TENANTS EXPENSE. Z 2(1M C EII 4. ALL EQUIPMENT ADDITIONS TO THE METERING /SWITCHBOARD ks ) I � SHALL BE COMPATIBLE SB AND COORDINATED WITH THE SWITCHBOARD MANUFACTURERS REQUIREMENTS. 1730 o 5. THE INTERRUPTING CAPACITY 07 THE METERING SWITCHBOARD OVERCURR T DEVICES SHALL BE A MINIMUM OF &5,000 RMS AMPERES AT T240V AC. MAIN DISCONNECTING MEANS 6 RAIN TENANTS UNIT. B 15/1- T= FDSCS OUTPUT -I H FDSCS INPUT + 24 24 24 _ 1 + - p424 } II - � \- I � I - 120/24 0 POWER PANEL TRANSFORMER REET COUNG SMOKE r S 8 SWITCH TEST e DETECTOR FIRE DETECTION & SMOKE CONTROL SYSTEM DIAGRAM 1. ALL` WIRING TO BE IN CONDUIT 2. ELECTRIC AND. MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION. 3. ONE (1) GEEING MOUNTED SMOKE DETECTOR LOCATED NEAR THE STOREFRONT IS REQUIRED PER 30' -0" OF STOREFRONT. SMOKE DETECTOR IS TO BE PURCHASED FROM THE LANDLORD AND INSTALLED THE TENANT AND TED INTO THE FIRE DETECTOR SYSTEM. • 2Q REVISED 1/15 /08 A REVISED 7/10/85 Q LRAM B1 DATE SCALE tOB NUMBER IN THE EVENT THE TENANT IS REQUIRED TO INSTALL AND /OR FURNISH ANY AND ALL EQUIPMENT, WIRING, CONDUIT, ETC. FOR TENANTS ELECTRICAL SERVICE /INSTALLATION, LANDLORD SHALL HAVE THE RIGHT OF APPROVAL OF ALL EQUIPMENT AND METHODS TO BE UTILIZED PRIOR 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 "); 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 Rir ' E 'ED CITY Or 1�U KIV IL,1 INSTALLATION. FAILURE TO OBTAIN LANDLORD'S PRIOR APPROVAL FOR ANY OF THE ABOVE SHALL REQUIRE THE TENANT TO REMOVE ANY NONCONFORMING INSTALLATION OR DEVICE AND REPLACE SAME PER METHODS AND MATERIALS REQUIRED BY LANDLORD. TENANT'S CONTRACTORS SHALL BE BOUND BY THESE REQUIREMENTS AND SHALL OBTAIN LANDLORD'S WRITTEN APPROVAL FROM LANDLORD'S REPRESENTATIVE PRIOR TO AND AFTER INSTALLATION. TENANT SHALL SUBMIT AS BUILT RECORD" DOCUMENTS OF THE INSTALLATION PRIOR TO ACCEPTANCE OF THE Remo, BY: BATE 1 -31 -00 FILE NAME SCNTTE1 WAVING NURSER TE 7 PANEL NO. IPA MAIN BUS RATING 225 FED FROM 'LPs' MAIN BREAKER Mlw FEEDER CABLE SIZE 444 - 1 1/2' c Description Watts A per phase B C Circ No. AB I I J CirC No. watts A per phase B C Description SPARE - 1 - ^- 2 1200 TRACK LASTS SPARE - 3 t- ^- - ^- 4 1200 6 1200 see 1200 5 8 000 S/W uses 100 7 h- ^- 10 1200 SAY UGLTS 28C 9 12 1200 2x2' 0GHTS Aso 11 -^ - o ^ - ^- 14 1200 eeo 13 16 1200 sea 15 18 1200 VALANCE U MIS 330 17 20 1500 499 19 e- ^- ^- 22 830 l 499 21 24 - SPARE STOCIaR00M LIGFtis 320 23 26 - SPARE NL/EMERGFNCY LNGHB 719 25 28 - SPACE TOILET Igor /FAN 182 27 ^- ^- 30 SPACE - 29 32 31 34 33 ^- ^- ^ - 42 36 35 38 37 40 39 41 TOTAL TOTAL CONNECTED LOAD 18.0 K.W. LOCATION 51ocKROOM K.VA MOUNTING SURFACE Ste AMPS MAIN BUS RATING 200 MAIN BREAKER 200 PANEL NO. us FED FROM LL PANEL FEEDER CABLE SIZE 4#3/0 - 2 1/2' c Description W alt A per phase B C Circ N. ? I I Circ No. Watt A per phase B C Description PANEL TPA 5578 1 2 - SPARE 5871 3 4 - l 6156 5 6 - SECURITY 200 7 8 '. 3130 TELEPHONE _C / OUTET 710 9 10 720 MUSIC REGISTER 10e0 11 12 380 o is / ROT1F RECEPTACLE 720 13 14 i50J WATER HEALER 720 15 16 1400 S/w cIRLLT 720 17 18 1400 S/W 01,IICE ETC OUTLET 360 19 20 - SPACE SPACE - 21 22 SPACE - 23 24 AC - 1 4000 25 26 4800 27 26 4800 29 30 AC -2 4800 31 .32 33 34 4800 35 36 SPACE - 37 38 i 39 40 41 42 TOTAL TOTAL CONNECTED LOAD 57.7 K.W. LOCATION sraclat00M K.V.A. MOUNTING SURFACE 1130.4 AMPS LOAD SUMMARY Connected Demand Description :.. K.W. ' AMPS K.W. AMPS Lighting (recessed) 2.1 2.13 Lighting (surface) 14.1' 6.0 Receptacles 8.5 9.5 Water Heater 1.6 1.5 H.VAC. 2. tae Equip. (fans, etc.) .15 .15 Miscellaneous (Sian) 1.2 1.5 Reserve 13.0 s.0 TOTAL 57.7 50.1 Gross Leasable Area = 4030 Watts /Sq.Ft. = 10.9 FLASHING SEE NOTE 3 SEE NOTE STAINLESS STEEL CLAMPING RING SOLDER JOINT ROOFING MEMBRANE INSULATION NOTFS; 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 2. 4 LB. LEAD FLASHING SHALL BE 1/4' MAX. DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED. 3. FLANGE SHALL BE SET BY ROOFER. CONTACT LL FOR UST OF APPROVED ROOFING CONTRACTORS 4. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR GENERAL NOTES GENERAL NOTES 18" MIN. SQ. LEAD -- VENT PIPE TYPICAL DETAIL - LEAD - BUR 1. GENERAL CONOMONS AND SPECIAL CONDMONS OF AIA 201 AND TENANT'S GENERAL CONDMONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. 2. ACTUAL LOCATION )LORD'S SERVICES MUST BE FIELD VERIFIED. FORM TO LANDLORD SERVICE LOCATIONS AND INSTALLATION REQUIREMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE TENANT AND /OR LANDLORD. 3. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED, SCHEDULED AND /OR AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. 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. B. MATERIALS. PRODUCTS AND EQUIPMENT INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES UST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF AMA, IEEE. IPCEA, NEC, NEMA, RUA, CENT 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. 4. THE WORD 'PROVIDE' AS USED HERON MEANS TO FURNISH AND INSTALL A COMPLETE WORKING SYSTEM. 5. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPUCABLE 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 WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT LIMITED 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 UTILDY CHARGES, LANDLORD'S METERING CHARGES, AND /OR LANDLORD'S EQUIPMENT CHARGES. 7. SUBMIT MATERIALS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE TENANT'S ARCHITECT FOR APPROVAL SUBMITTALS SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. 8. DEFICIENCIES AND NON- CONFORMING ITEMS - IF. AT ANY TIME 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 ADOIDON TO ANY OTHER RIGHTS AND REMEDIES IT MAY HAVE, AFTER GMNG FIVE (5) DAYS WRITTEN NOTICE TO TENANT OF IT'S INTENTION TO DO SO, CORRECT SUCH DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FOR THE CORRECTION OF THE DEFICIENCIES PLUS A FIFTEEN PERCENT (15%) ADMINISTRATIVE CHARGE. THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. 9. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DMSION. 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. CHANNELING OF FICORS IS EXPRESSLY FORBIDDEN. CONTRACTORS WILL BE HELD LIABLE. 10. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATOR FOR ALL TEMPORARY POWER AND UGHDNG 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. FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A MIN. OF 1' BELOW TOP OF PIPE 4 LB. VIRGIN LEAD SEE NOTE #2 CLAMPING RING I''I ,Sllll�. RUBBER LAP SEALANT ROOFING MEMBRANE PRE - MOLDED PIPE SEAL SPACING CEMENT INSULATION I•• jiSTE: DO NOT TRIM DECK FLANGE BOLES; 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 DIAMETER. 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 VEN T THROUGH ROOF FLASHING DETAILS 0 TT -9 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 WITH CONDUIT DROP AND PULL WIRE. TO ABOVE CEILING. 14. PAINTING OF ELECTRICAL CONDUITS, ETC., IF REQUIRED. WILL BE BY THE TENANT'S GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. 15. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES. AND UPON COMPLETION SHALL TURN OVER TO THE TENANT AND LANDLORD A 'RECORD' SET OF PRINTS SHOWING THESE CHANGES, INCLUDING BUT NOT LIMITED TO ACTUAL MANUFACTURERS) OF EQUIPMENT INSTALLED, EXACT LOCATIONS OF ALL CONDUIT AND EQUIPMENT WITH THE EQUIPMENT'S AS INSTALLED" SIZES ETC. 16. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION: DISTRIBUTION PANELS, UGHTNG PANELS, MOTOR STARTERS, PUSH BUTTON STATIONS, SWITCHES AND CONTROL DEVICES, DISCONNECT SWITCHES. METER SOCKETS, ETC. 17. ALL ELECTRIC WORK SHALL BE INSTALLED SO AS TO BE READILY ':ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. HANGERS, SHALL . INCLUDE ALL MISCELLANEOUS STEEL,' SUCH AS CHANNELS, RODS, ETC.,' NECESSARY FOR THE INSTALLATION OF WORK AND'' SHALL BE FASTENED TO STEEL CONCRETE OR MASONRY, BUT NOT TO PIPING OR OTHER NONSTRUCTURAL ITEMS, INCLUDING JOIST BRIDGING, METAL DECK AND CEIUNG SUSPENSION SYSTEMS. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE IN STRAIGHT UNES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN UNES OR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER ONES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH UNES. CONDUCTORS SHALL BE IN CONDUIT. DUCTS OR APPROVED RACEWAYS. 18. 'LOCK ON" DEVICES SHALL BE PROVIDED ON NIGHT UGHT CIRCUITS, TIME CLOCK CONTROLLED CIRCUITS, ALL UFE 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 WITH 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 AND THE TENANT OR LANDLORD SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES 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 CONDITION REQUIRING SAME. 23. ROUTE ELECTRIC POWER AND CONTROL FOR THE ROOF MOUNTED HVAC EQUIPMENT THROUGH A SEPARATE ROOF PENETRATION FOR THE Fl ECTRIC POWER AND CONTROL CONDUITS. FLASH PENETRATION PER LANDLORD DETAILS. DO NOT ROUTE CONDUIT - THROUGH ROOF CURB. DO NOT DRILL HOLES IN CONDENSATE PAN 0 COMPRESSOR/CONDENSER SECTION FLOOR.: 24. IT IS THE INTENT THAT THE ENTIRE SCOPE OF WORK SHALL BE COMPLETE IN EVERY ASPECT AND 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 MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE EY TENANT AND LANDLORD. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S 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. GENERAL NOTES (CONT'D) MATERIAL SPECS 1. CONDUIT SHALL BE STANDARD STEEL RIGID, AMC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS. A. MINIMUM SIZES OF CONDUITS SHALL BE 3/4' FOR EMBEDMENT IN CONCRETE AND 1/2' FOR ALL OTHER APPLICATIONS. ELECTRIC METALLIC 'TUBING'. (ENT) SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. FITTINGS SHALL BE OF THE COMPRESSION TYPE. EMT, IMC OR HEAVY WALL CONDUIT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEIUNGS OR CONCEALED IN INTERIOR PARTITIONS. EMT SHALL NOT BE CONCEALED IN POURED CONCRETE SLABS OR WALLS. WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. #10 AND SMALLER SHALL BE SOLID. #8 AND LARGER SHALL BE STRANDED. MINIMUM WIRE SIZE SHALL BE #12 HOWEVER #16' MAY BE USED FOR CONTROL WIRING. ALL WIRE AND CABLE SHAH BE NEW LAD SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE MUST BE IN CONDUIT. A GENERAL WIRING SHALL BE THW. (ALUMINUM CONDUCTORS ARE NOT PERMITTED.) B. FRAC CONTROL WIRING SHALL BE 8 - #16 AWG MULTI- COLORED CABLE WITH 600 V INSULATION. C. ROMEX AND BX CABLE ARE NOT PERMITTED. (SEE FLEXIBLE METAL CONDUIT) D. MC CABLE MAY BE USED (25' -0' MAXIMUM). WHEN USED FOR SHORT FINAL CONNECTIONS FROM J -BOX TO LIGHTING FIXTURE 6' -0' IS THE MAXIMUM ALLOWABLE. (WHERE LOCAL CODE PERMITS) Q 3. WIRE CONNECTORS SHALL BE EQUAL BY SCOTCHLOCK FOR #8 AND SMA`.LER AND T & B "LOCK -TOE' FOR /6 AND LARGER. 4. LIGHTING FIXTURES, INCLUDING LAMPS, SHALL BE FURNISHED AS INDICATED ON ELECTRICAL PLAN. ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. IN SALES AREAS, FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS, AND DEEP CELL PARABOUC LOUVERS. ALL FIRE RATING ENCLOSURES FOR ELECTRICAL UGHTING 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 SPECIFICALLY NOTED AS BEING BY MECHANICAL CONTRACTOR, SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED POWER AND CONTROL INTERLOCK FOR ALL HOOD FIRE SUPPRESSION SYSTEMS. 6. COLOR OF WIRING DEVICES. SHALL BE AS SELECTED BY THE ARCHITECT. COVER PLATE SHALL BE STAINLESS STEEL OR SMOOTH THER0OSPLATIC TO MATCH DEVICE COLOR. WIRING DEVICES SHALL BE EQUAL TO "SPECIFICATION GRADES ' AS FOLLOWS: A. DUPLEX RECEPTACLES - HUBBELL #5362 & GF5362 B. UGHTNG SWITCHES - HUBBELL #1221 SERIES, 3 -WAY AND 4-WAY SIMILAR - /1223. AND #1224 RESPECTIVELY. C. INCANDESCENT DIMMERS - LUTRON D. MANUAL MOTOR STARTERS - SQUARE D TYPE. E. EXHAUST FAN TIMERS - MARK TIME F. CLOCK RECEPTACLE - HUBBELL CAT. 7707 -55 G. SHUNT TRIP - SQUARE D TYPE. 7. BRANCH CIRCUIT PANELS SHALL BE OF THE BOLTED CIRCUIT BREAKER TYPE WITH OVERALL DOOR, AND TYPEWRITTEN DIRECTORY INSIDE DOOR. TWO OR THREE POLE BREAKERS SHALL BE COMMON TRIP TYPE. LOADS SHALL BE BALANCED WITHIN 10%. 8. SAFETY AND DISCONNECT SWITCHES SHALL BE FUSED OR NON - FUSED AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE. SWITCHES SHALL BE HEAVY DUN, LOAD AND un°CC°RWC° °Alto AC ueunoarniorn W Cn1Ie °G n Crump ELECTRICAL DATA FORMS TO BE COMPLETED BY TENANT NOTE: THE COOLING AND HEATING LOADS SHALL BE INTERLOCKED SO AS NOT TO OCCURE SIMULTANEOUSLY. THE LARGER OF THE TWO LOADS SHALL BE USED TO DETERMINE THE TOTAL CONNECTED. NOTE: UGHTNG K.W. FROM LOAD SUMMARY TO BE USED IN H.V.A.C. CALCULATION FORM. SOUTHCENTER SYSTEM DESCRIPTION 2. The tenant shat l .furnish' and Install all conduit, cable, equipment, llghting fI',xtures, panels, transformers, etc. as required for a complete I nstal tat a on per the Nat one Electr Ica) Code, landlord requ l repents and the tote l authority hav jut ISd ICt I on. a The tenant shall furnish' and Install a smoke control system within the premises as noted on TTE. and /or TTM drawings. 4. If not installed by the landlord, the tenant shall Install conduit to obtain telephone service from the local utl l I ty company, All wiring and Installation Is by the tenant and at the tenant's expense. 5. No panel or flexible conduit shall be located In the demising wall. 6. All electrical & telephone equipment shall be located on 1 -3/4' plywood 00 OF D ' SEP 1 2 2001 As NOTED DRKa Wt.! 1. If any part of the tenant's e lectri cal service /Installation Is not ex is*ing, tenant shall Install and /or furnish all equ Ipnent, conduit, wiring, etc. from landlord's sere ice (wlrewsy, switchboard, bus duct, etc. ) to the tenant's premises and shall be subject to landlord's prior approval. Tenant to verify on landlord dwgs. and with landlord representative the extent of existing portions of system, system voltage and sizes. Tenant shall Indicate on tenant's plans all design Information required for the complete electr Ica) system to be Installed. See 'Service Installation Note on drawing TTE -1 for landlord requirements, SOUTHCENTER SEATTLE. WASHINGTON ELECTRICAL DESIGN CRITERIA, DETAILS AND SPECIFICATIONS Sheet 2 of 2 UNIT NUMBER DBA THIS SHEET & TTG -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS MEV e Richard E. Jacobs Group REVISIONS 1. REVISED 7/15/98 2 i REVISED 1/15/98 Q1 REVISED 8/13/95 ',HAYMOW SCALE REM4D OW TILE NAME: SCNTTE2 DATE: ,100 WOOER DATE 1 -31 -00 B. FLEXIBLE METAL CONDUIT MAY BE USED ONLY FOR SHORT FINAL CONNECTIONS FROM J -BOX TO FIXTURES AND EQUIPMENT AS PERMITTED BY CODE AND AS DESCRIBED ABOVE. MAXIMUMLENGTH OF ANY FLEXIBLE CONDUIT SHALL BE 3 C. CONDUIT SHALL NOT BE INSTALLED IN OR THROUGH DUCT WORK. D. CONDUIT IN THE CONCRETE SLAB OR UNDERGROUND SHALL BE RIGID GALVANIZED CONDUIT OR SCHEDULE 40 PVC RIGID CONDUIT. STUB -UPS, ABOVE THE FINISHED FLOOR, TO PANELS AND BOXES SHALL BE RIGID STEEL CONDUIT. E. PVC CONDUIT IS NOT ALLOWED UNDER ANY CIRCUMSTANCE IN CEIUNG OR WALL CAVITIES FULL PERIM ROOFTOP EQUIPMENT CURB OR CONDENSING UNIT RAIL RIGID CONDUIT-SIZE AS REQUIRED POWER & CONTROL CONDUIT ROOF PENETRATIONS. FOR CONTINUATION. SFF DFTAII 0 1. LOCATE SO NOT TO OBSTRUCT ANY SERVICE TO RR! 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 37 NT5 1T -37 GENERAL NOTES ( CONT'D) 9. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE - PIECE, PRESSED STEEL KNOCKOUT TYPE. 10. JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE SIZE. CONTRACTOR TO PROVIDE CEIUNG ACCESS DOORS FOR CONCEALED JUNCTION OR PULL BOXES. 11. A. FOR NON FOOD COURT TENANTS. TIME SWITCHES SHALL CONTROL SIGN, ENTRANCE LIGHTING, AND SHOW WINDOW UGHTNG. USE PARAGON TYPE 7007 -0 OR EQUAL 24 HOUR, 7 -DAY TYPE. B. FOR FOOD COURT TENANTS, THE LANDLORD HAS PROVIDED A JUNCTION BOX ABOVE THE CEIUNG FOR CONTROL. OF THE TENANT'S SIGN (120 VOLTS). THE LANDLORD WILL PROVIDE A 1/2" CONDUIT FROM THE JUNCTION BOX TO THE SIGN. WIRING FROM THE JUNCTION BOX TO THE SIGN IS THE TENANT'S RESPONSIBILITY. SEE LANDLORD'S DRAWINGS FOR LOCATION. 12. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS WHERE AUTOMATIC OPERATION IS NOT REQUIRED. SINGLE PHASE STARTERS SHALL BE SQUARE OR EQUAL. THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH PHASE. LOW VOLTAGE MAGNETIC MOTOR STARTERS SHALL BE USED FOR AUTOMATIC FAN OPERATION. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES. panel which shall be mounted to a masonry wall using minimum 1 -5/8' unlstrut, ORAWNONURErt Unistrut Is not necessary for mounting plywood to stud walls. RECEIVED CITY OF TUKvo LA 7. A l l recessed llghting fixtures shall be Installed with earthquake clips. TIE- 2 H,V,A,C, SCHEDULES N/A SUMMER SPACE 76 F B 505 R.H. OUTSIDE 84 F db/ 68 F wb HEATING SPACE 72 F OUTSIDE 21 F SPLIT SYSTEM SPECIFICATIONS MANUFACTURER SATURATED SUCTION TEMP REFRIGERANT_ Fdb __F E.E.R. RATING SATURATED COND. TEMP F AIR ENTERING CONDENSER CONDENSING UNIT AIR HANDLING UNIT EVAPORATOR COIL MODEL NO. MODEL NO. MODEL NO. WEIGHT WEIGHT AIR ENT. COIL Fdb Fwb VOLTS /PHASE /HZ VOLTS /PHASE /HZ AIR LVG. COIL Fdb Fwb COMP PWR INPUT KW CFM ROWS CIRC_FINS BTUH TOTAL COOLING BTUH TOTAL S.P. WC TC ■AL COOUNG BTUH BTUH WC FAN RPM HP_BHP_ SENSIBLE COOLING ACCESSORIES: PRESSURE DROP LOW LEAKAGE SEALS ON O.A. DAMPERS COIL FACE AREA LOW VELOCITY FILTERS FACE VELOCITY SQ.FT. FPM REMARKS: T 2. CORRIDOR WALL SEPARATE ELECTRIC DUCT HEATER SPECIFICATION 4.76 MANUFACTURER N/A KW STEPS VOLTS /PHASE /HZ MODEL NO. ACCESSORIES FUSED DISCONNECT SWITCH SUP -IN MAGNETIC CONTACTORS OTHERS 24V TRANSFORMER ZERO CLEARANCE ' THERMOSTAT 3. OUTSIDE WALL EXISTING TOILET EXHAUST FAN SPECIFICATION TO REMAIN 17.34 MANUFACTURER PENN CFM 100 WATTS /HP 105 V /PH /HZ 115V/1PH/60 MODEL ZEPHYR Z8 STATIC PRESS. 0.25" WC RPM a � HVAC CALCULATI ❑N FORM PHASE I SUMMER SPACE 76 F B 505 R.H. OUTSIDE 84 F db/ 68 F wb HEATING SPACE 72 F OUTSIDE 21 F ROOF 'U' = 0.08 CLTD = 68 HEAT LOSS SENSIBLE HEAT GAIN' LATENT HEAT GAIN ITEM QUANTITY FACTOR BTUH FACTOR BTUH FACTOR BTUH 1. ROOF AREA G.L.A. 4,830 SQ.FT. 4.28 12,672 5.71 27,579 T 2. CORRIDOR WALL SQ.FT. 4.76 2.52 3. OUTSIDE WALL SOFT. 17.34 TI( a � .ff 4. LIGHTING SE * CONNECTION 9.147 K,W. 9 `;! 3413 31,219 a _, 5. PEOPLE GLA /100 = 49 PEOPLE � f s ;;.' 250 12,250 200 9,800 6. APPLIANCES SEE APPLIANCE CALC FORM = _ e 7. OUTSIDE AIR GLA N.2 CFM / SQ.FT. 966 CFM 55.08 53,207 8.64 8,346 6,80 6,569 8. FAN MOTORS 4,8 H.P. ,.� t , «ter ! 2545 12,216 "* ? I TOTALS 73,879 91,610 a 16,369 TOTAL = (SENSIBLE + LATENT). BTUH COOLING 107,979 CFM: SENSIBLE BTUH = CFM 1.08x20' A T 4,241 34* LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' 3K WALL FACTOR OUTSIDE VALLS NORTH= 540 EAST =10.88 SOUTH= 5.44 WEST = 3.74 REMARKS. KEY PLAN NO SCALE 1ft METHOD #1 USE THIS METHOD ONLY WHEN SPACE EXISTS BETWEEN ANGLES FORMING BOTTOM CHORD. EQUIPMENT SUPPORT DETAIL 35 N.T.S. TT -35 1. FIELD VERIFY LANDLORD'S APPROVED LOGRON OF H. VAC. EQUIPMENT WITH LANDLORD'S TIMPESENTATIVE BEFORE PROCEEDLNG. 2 SEE STRUCTURE DRAWINGS FOR H.VAC. EQUIPMENT AND REINFORCED JOIST LOWERS FOR EQUIPMENT OJQR 200'. 3 SQE OF SRNCNRAL POTS RODS, ANGLE ICJ ARE MINIMUM ANHIN. BE RESIZED BY 11'"T T OR lTBNAHT CONTRACTOR SUP AS R :RED FOR PROP SUPPORT AND S STRUCT UR INTEGRTf. A. DO NOT OR. HOLES IN EXISTING STRUCTURAL MEMBERS UNLESS APPROVED ED' LANDLORD IN WRONG A UNLESS INDICATED OTHERWISE ON STRUCTURAL DRAWINGS: A UNIT UP 10 1880 LBS TOTAL WEIGHT SHALL BE SUPPORTED ON A MINIMUM OF <WA (2) JOISTS. NNS GREATER THAN 1880 LBS BUT LESS THAN 2800 LBS. TOTAL %MOOT SHALL BE SUPPORTED ON A MINIMUM OF THREE (3) JOISTS C MAXIMUM TOTAL WEIONT OF ONE UNIT 6 2800 LBS CLAMP ANGLE TO JOIST. OOR CHORD OF JOIST PHASE I A. HVAC SOUTHCENTER MALL PHASE I SYSTEM DESCRIPTIONS 1. TENANT TO FURNISH AND INSTALL SPLIT SYSTEM HEATING AND AIR CONDTRONING UNIT(S), SIZED PER SENSIBLE/TOTAL CALCULATION FORM. HEATING SHALL BE ELECTRIC FOR PHASE I TENANTS. GAS IS NOT AVAILABLE. TENANT SHALL CONNECT TO LANDLORD PROVIDED OUTSIDE AIR DUCT WHERE PROVIDED FOR MINIMUM FRESH AIR REQUIREMENTS, OR INSTALL AN OUTDOOR AIR INTAKE THROUGH ROOF. INSULATE DUCTWORK PER LANDLORD'S REQUIREMENTS. WHERE TENANTS ELECTRIC HEATING REQUIREMENT EXCEEDS 6 KW A HEAT PUMP IS NEEDED AS PER WASHINGTON STATE 1994 ENERGY CODE. 2. TENANTS SHALL INSTALL TOILET ROOM INCLUDING EXHAUST FAN AND EXHAUST DUCT UP TO ROOF EXHAUSTER. B. PLUMBING 1. TENANT SHALL FURNISH AND INSTALL A COMPLETE TOILET ROOM WITHIN THE LEASED PREMISES. LANDLORD HAS PROVIDED SANITARY AND DOMESTIC WATER CONNECTIONS FOR TENANTS TO UTILIZE. TENANTS SHALL RUN A 4' VENT THRU ROOF. TOILET ROOMS SHALL CONFORM WITH ADA REQUIREMENTS AND THE REQUIREMENTS OF THE LANDLORD. 2. WATER METER IS REQUIRED BY ALL TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTILITY AND INSTALL PER UTLSY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE READOUT AS REQUIRED. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. C. SPRINKLER 1. TENANT SHAJL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. SPRINKLER IS REQUIRED ABOVE CEIUNG AT ALL ELECTRIC MOTORS AND IN AHD MIXING BOX. 3. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE LANDLORD AND FACTORY MUTUAL THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206)- 454 -3931 98009 -9677 D. SMOKE DETECTION SYSTEMS 1. TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE AIR HANDLING UNIT(S). 2. UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE HVAC SYSTEM(S) AND REPORT TO AN UNDERWRHLR'S LABORATORIES USTED CENTRAL STATION MONITOR. 3. PROVIDE REMOTE TEST -HARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTOR & LCD. IN SALES AREA CEIUNG TO NOTIFY M.G.R. WHEN SMOKE DETECTOR IS ACTIVATED. KEY PLAN NO SCALE VJL ITEM REEF AREA 5. PEOPLE 6. APPLIANCES B. FAN MOTORS TOTALS REMARKS: . CORRIDOR WALL 3. OUTSIDE WALL 4. LIGHTING NE SE 7. OUTSIDE AIR A. HVAC G.L.A. TOTAL = (SENSIBLE 1- LATENT). COOLING MANUFACTURER CARRIER (2) MODEL 4RTJTOnR -Snl VOLTS /PHASE /HERTZ PO8V /1PH /AOHZ EER RATING TOTAL WT. 939 LBS. EVAPORATOR FAN PERFORMANCE CFM 3.555 EXTERNAL S.P. 0.8 •WC MOTOR H P P.4 HP OUTSIDE AIR (MIN I A50 CFM EACH ACCESSORIES ECONOMIZER (YES) (NO) DR LOW AM HVAC RELIEF (GRAVITY) (PWR) DOWNTURN PLENUM ANTI -SHORT FULL PERIMETER CURB CRANKCASE THROWAWAY FILTERS 5 -YR. COMP. BUILDING 'G B. PLUMBING SOUTHCENTER MALL BUILDING 'G2' 1. TENANT TO FURNISH AND INSTALL ROOF TOP UNITS) SIZED PER SENSIBLE/TOTAL CALCULATION FORM. HEATING MAY BE GAS OR ELECTRIC FOR BUILDING 'G -2' TENANTS. GAS IS AVAILABLE ON ROOF. TENANT SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. SEE LANDLORD'S DRAWINGS FOR GAS METER LOCATION. COOUNG SHALL BE ELECTRIC. LOW AMBIENT OR AN ECONOMIZER CYCLE IS REQUIRED ON ALL RfU'S. 2. TENANT SHALL FURNISH AND INSTALL A SMOKE REUEF. FANS SHALL BE SIZED AS INDICATED ON CALCULATION FORM. TENANTS WITH ECONOMIZER MAY UTIUZE HVAC REUEL' AS SMOKE RELIEF. 1. LANDLORD HAS PROVIDED SANITARY, GAS AND DOMESTIC WATER SERVICES FOR TENANTS TO LIOOZE SEE LANDLORD'S DRAWINGS FOR LOCATION OF SERVICES. 2. WATER METER IS REQUIRED BY ALL TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE READOUT AS REQUIRED. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED, H,V,A,C, CALCULATION FORM BUILDING 'G2' SUMMER SPACE 76 °F A 505 R.H. OUTSIDE 84 °F db/ 68°F wb HEATING SPACE 72 °F OUTSIDE 21 °F ROOF ° U" = 0.09 CLTD = 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN QUANTITY SOFT. SIFT. SQ.FT. CONNECTION KW. GLA /100 = PEOPLE SEE APPLIANCE CALC FORM GLA x .2 CFM /SQ,FT.= CFM ,P FACTOR 4.59 7,65 17.34 55.06 BTUH HE TIE LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' BTUH FACTOR 5.33 ROOFTOP UNIT (RTU) SPECIFICATIONS HEATING CAPACITY GAS (YFC) (NO) 125, INPUT 100.000 OUTPUT D 121s2. BTUH C. 325 6.80 ;((WALL FACTOR OUTSIDE WALLS H,V,A,C, SCHEDULES (REUSE EXISTING) COOLING CAPACITY (AT AR, CONDITIONS) AIR ENTERING CONDENSER A5° Fdb AIR ENTERING EVAPORATOR 80 Fdb/ 67 Fwb TOTAL COOLING CAPACITY 89.000 KTUH SENSIBLE COOLING CAPACITY 66,800 5TUH COMPRESSOR INPUT 8.04 KW BIENT CONTROL TO 0 F (YES) (NO) HP CYCLE TIMER AUTO- CHANGEOVER T'STAT WITH HEATER HEAT - COOL - AUTO -OFF AND WARRANTY FAN - AUTO -ON- SWITCHES IN SUB -BASE SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION MANUFACTURER CFM V /PH /HZ HP MODEL STATIC PRESSURE 'WC DRIVE CDIRECT)ORCBELT) RPM MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 CFM /SQ,FT. = CFM NOTE: MINIMUM STATIC PRESSURE SHALL BE .25' W.C. EXISTING UNIT TO BE REMOVED. PHASE I DOES NOT REQUIRE. SYSTEM DESCRIPTIONS SPRINKLER 1. TENANT SHALL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. SPRINKLER IS REQUIRED ABOVE CEIUNG AT ALL ELECTRIC MOTORS AND IN AHU MIXING BOX. 3. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE LANDLORD AND FACTORY MUTUAL SMOKE DETECTION SYSTEMS 1. TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AR SECTION OF THE ROOF TOP UNIT(S). 2. UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE HVAC SYSTEM(S), SOUND AN AUDIOVISUAL ALARM HORN LOCATED AT THE FRONT OF THE STORE AND REPORT TO AN UNDERWRITER'S LABORATORIES LISTED CENTRAL STATION MONITOR. 3. PROVIDE REMOTE TEST - ALARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTION SYSTEM. FACTOR BTUH NORTH= 4.08 EAST = 8.84 SOUTH= 6,46 WEST = 6.46 THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206)- 454 -3931 98009 -9677 Cliff Of TOMO ARROYO SEP 1 2 2001 AS NOTED 6 A -DEG onn RECEIVED CITY OF IUI�VJILA SOUTHCENTER DRAWING NUMBER SEATTLE, WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 1 of 6 UNIT NUMBER DBA THIS SHEET & 70 - MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS REVISIONS / REVISED 4/20/98 2Q REVISED '.. 1/15/96 O6 REVISED 6/13/95 DRAWN BY, SCALE REUSED BA FEE NANG SCNTTMI OATEN J0B NUMBER DATE _ IOW The Richard E. Jacobs Group TTM -1 H,V,A,C, SCHEDULES ROOFTOP UNIT (RTU) SPECIFICATIONS ROOFTOP UNIT (RTU) SPECIFICATIONS _Fwb BTUH DTUH MANUFACTURER COOLING CAPACITY (AT AR, CONDITIONS) MODEL AIR ENTERING CONDENSER 95 Fdb VOLTS /PHASE/HERTZ AIR ENTERING EVAPORATOR_ Fdb/ EER RATING TOTAL COOLING CAPACITY TOTAL WT. LBS SENSIBLE COOLING CAPACITY EVAPORATOR FAN PERFORMANCE COMPRESSOR INPUT KW CFM _ HEATING CAPACITY EXTERNAL S.P. 'WC ECONOMIZER (YES) (NO) OR LOW AMBIENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) HP GAS (YES) (NO) MOTOR H.P. HP INPUT OUTSIDE AIR (MIND CFM ACCESSORIES OUTPUT ECONOMIZER (YES) (NO) OR LOW AMBIENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) HP DOWNTURN PLENUM ANTI -SHORT CYCLE TIMER AUTO- CHANGEOVER T'STAT WITH FULL PERIMETER CURB CRANKCASE HEATER HEAT -COOL- AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN - AUTO -ON- SWITCHES IN SUB -BASE KITCHEN EXHAUST FAN PH MANUFACTURER MOTOR H.P. CFM POWER V/ HZ MODEL FAN R.P.M. E,S,P DRIVE BFLT MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 CFM/SQ.FT. = CFM MOUNTING (CURB) SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION RPM MANUFACTURER CFM V /PH /HZ HP MODEL STATIC PRESSURE 'WC DRIVE (DIRECT)OR(BELT) MINIMUM CFM CALCULATIONS LEASABLE AREA x 15 CFM /SQ.FT, = CFM NOTE MINIMUM STATIC PRESSURE SHALL BE .25' W,C, H,V,A,C, SCHEDULES ROOFTOP UNIT (RTU) SPECIFICATIONS MANUFACTURER COOLING CAPACITY MODEL AIR ENTERING CONDENSER Fdb VOLTS /PHASE /HERTZ AIR ENTERING EVAPORATOR Fdb/ _Fwb EER RATING TOTAL COOLING CAPACITY BTUH TOTAL WT. LBS SENSIBLE COOLING CAPACITY DTUH EVAPORATOR FAN PERFORMANCE COMPRESSOR INPUT KW CFM HEATING CAPACITY EXTERNAL S.P. 'WC <NO) GAS (YES) (NO) ELECTRIC (YES) MOTOR H P HP KW INPUT OUTSIDE AIR <MIN) CFM STEPS OUTPUT ACCESSORIES ECONOMIZER (YES) (NO) OR LOW AMBIENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) HP DOWNTURN PLENUM ANTI -SHORT CYCLE TIMER AUTO- CHANGEOVER T'STAT WITH FULL PERIMETER CURB CRANKCASE HEATER HEAT -COOL- AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN - AUTO -ON- SWITCHES IN SUB -BASE TOILET EXHAUST FAN SPECIFICATION MANUFACTURER CFM WATTS /HP V /PH /HZ MODEL STATIC PRESS._WC RPM SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION MANUFACTURER CFM V /PH /HZ HP MODEL STATIC PRESSURE 'WC DRIVE (DIRECT)OR(BELT) RPM MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 CFM/SQ.FT. = CFM NOTE, MINIMUM STATIC PRESSURE SHALL BE .25' W.C. � ��� I I I'= ! _. P =Y' r T - _ Ilt� �i �� !1111JiiII" I r �[r6�W�laL� I� SEARS KEY PLAN NO SCALE 4 PHASE II MERVYN'S A. HVAC SOUTHCENTER MALL PHASE II SYSTEM DESCRIPTIONS 1. TENANT TO FURNISH AND INSTALL ROOF TOP UNIT(S) SIZED PER SENSIBLE/TOTAL CALCULATION FORM. HEATING MAY BE GAS OR ELECTRIC FOR PHASE II TENANTS. GAS IS AVAILABLE ON ROOF. TENANT SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. TENANT SHALL ROUTE GAS SERVICE TO THEIR SPACE AND EQUIPMENT WITHIN THEIR SPACE. SEE LANDLORD'S DRAWINGS FOR GAS SERVICE LOCATION. COOLING SHALL BE ELECTRIC. LOW AMBIENT CONTROL OR AN ECONOMIZER CYCLE IS REQUIRED ON ALL KU'S. 2. TENANTS SHALL INSTALL TOILET ROOM INCLUDING EXHAUST FAN WITH EXHAUST DUCT TO LANDLORD PROVIDED CENTRAL TOILET EXHAUST SYSTEM. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. C. 1. PLUMBING 1. TENANT SHALL FURNISH AND INSTALL A COMPLETE TOILET ROOM D WITHIN THE LEASED PREMISES. LANDLORD HAS PROVIDED SANITARY AND DOMESTIC WATER CONNECTIONS FOR TENANTS TO UTIUZE. TENANTS SHALL RUN A VENT TO LANDLORD'S VENT 1 SYSTEM. TOILET ROOMS SHALL CONFORM WITH ADA REQUIREMENTS AND THE REQUIREMENTS OF THE LANDLORD. 2. WATER METER IS REQUIRED BY ALL LARGE WATER USING TENANTS. TENANT TO PURCHASE WATER METER AND INSTALL PER 2. LANDLORD'S REQUIREMENTS. ROOF 'U' = 0.05 ITEM L NUOF AREA 2. CORRIDOR WALL a OUTSIDE WALL 4. LIGHTING 31E 91( 5. PEOPLE 6. APPLIANCES 7. OUTSIDE AIR 8. FAN MOTORS H,V,A,C, CALCULATI ❑N FORM PHASE II SUMMER SPACE 76° F A 50'/, N.H. OUTSIDE 134°F db/ 68°F wb HEATING SPACE 72°F OUTSIDE 21° F QUANTITY CUD = 68 G.L.A. SQ.FT. SOFT. SOFT, CONNECTION K.W. GLA /100 PEOPLE SEE APPLIANCE CALC FORM GLA N .2 CFM /SO.FT. CFM H.P. TOTALS HEAT LOSS FACTOR ass 4.76 2.30 55.08 BTUH TOTAL = (SENSIBLE + LATENT)= COOLING BTUH )1E 31( LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' REMARKS. SENSIBLE LATENT HEAT GAIN HEAT GAIN FACTOR 3.4 2.52 3413 315 8.64 2545 BTUH FACTOR BTUH 325 6.80 x - )1E WALL FACTOR OUTSIDE WALLS NORTH= 0.50 EAST = LID SOUTH= 0.75 WEST = 1.00 SPRINKLER TENANT SHALL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE LANDLORD AND FACTORY MUTUAL THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206)- 454 -3931 98009 -9677 FIRE DETECTION AND SMOKE CONTROL SYSTEMS (FDSCS) TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE ROOF TOP UNIT(S) AND AT STORE FRONT. ADDITIONAL SMOKE DETECTOR'S ARE REQUIRED EVERY 3D' -0' OPEN STORE FRONT. TENANTS SHALL FURNISH AND INSTALL A SMOKE RELIEF FAN. TENANTS SHALL FURNISH AND INSTALL A STARTER FOR CONTROL OF THE SMOKE RELIEF FAN. 3. TENANT TO FURNISH AND INSTALL A FIRE DETECTION AND SMOKE CONTROL SYSTEM. ALL COMPONENTS TO BE SAME AS LANDLORD'S EXISTING. INTERFACE BETWEEN LANDLORD'S SYSTEM TO SHUT DOWN TENANTS' HVAC SYSTEM AND ENERGIZE TENANT'S SMOKE RELIEF FAN. SEE TIE DRAWING FOR SCHEMATIC. D D I'21 RIM 1= KEY PLAN NO SCALE .�4 4 SUMMER SPACE 76 °F E 50% R.H. ROOF "U' = 0.09 ITEM ROOF AREA 2 CORRIDOR WALL a OUTSIDE WALL 4. LIGHTING 4( 31( 5. PEOPLE 6. APPLIANCES 7. OUTSIDE AIR 8. FAN MOTORS TOTALS TOTAL = (SENSIBLE + LATENT). BTUH COOLING REMARKS G.L.A. CONNECTION GLA /100 = QUANTITY HVAC C. SPRINKLER 1. TENANT TO FURNISH AND INSTALL ROOF TOP UNIT(S) SIZED PER SENSIBLE/TOTAL CALCULATION FORM. HEATING SHALL BE GAS FOR FOOD COURT TENANTS. GAS IS AVAILABLE ON ROOF. TENANT SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER UTIUTY COMPANY REQUIREMENTS. SEE LANDLORD'S DRAWINGS FOR GAS METER LOCATION. COOLING SHALL BE ELECTRIC. LOW AMBIENT CONTROL MUST BE U1IUZED. ECONOMIZER NOT PERMITTED. 2. TENANT SHALL FURNISH AND INSTALL A SMOKE REUEF. FANS SHALL BE SIZED AS INDICATED ON CALCULATION FORM. B. PLUMBING D. 1. LANDLORD HAS PROVIDED SANITARY. VENT, GAS AND DOMESTIC 1. WATER SERVICES FOR FOOD COURT TENANTS TO UTUZE. SEE LANDLORD'S DRAWINGS FOR LOCATION OF SERVICES. 2. 2. WATER METER IS REQUIRED BY ALL FOOD COURT TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE READOUT AS REQUIRED. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3, MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. H,V.A:C, CALCULATI ❑N FORM FOOD COURT OUTSIDE CLTD = 68 FOOD COURT SOFT, SQ.FT. SQ.FT K.W. PEOPLE SEE APPLIANCE CALC FORM GLA x .2 CFM /SQ.FT: CFM N.P. B4 °F db/ 68°F wb HEATING SPACE 72 °F OUTSIDE 21 ° F 55.08 HEAT LOSS FACTOR 4,59 7.65 17.34 le SOUTHCENTER MALL FOOD COURT SYSTEM DESCRIPTIONS BTUH UK LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' SENSIBLE HEAT GAIN FACTOR BTUH 5.33 0.75 31E 3413 315 8,64 2545 31( WALL FACTOR LATENT HEAT GAIN FACTOR BTUH 325 6.80 1. OUTSIDE WALLS NORTH= 4.08 EAST = 8.84 SOUTH= 6.46 WEST = 6,46 TENANT SHALL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE LANDLORD AND FACTORY MUTUAL THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206)- 454 -3931 98009 -9677 SMOKE DETECTION SYSTEMS TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AR SECTION OF THE ROOF TOP UNIT(S). UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE HVAC STa IE6(0), SOUND AN AUDIO/VISUAL ALARM HORN LOCATED AT THE FRONT OF THE STORE AND REPORT TO AN UNDERWRITER'S LABORATORIES LISTED CENTRAL STATION MONITOR. 3. PROVIDE REMOTE TEST-ALARM-RESET SWITCH /UGHTS AT REAR DOOR FOR SMOKE DETECTION SYSTEM. TATY OF TUKWIA WpROYED SE? 1 2 2001 AS MOTED CITY CF TUnLN ILA SOUTHCENTER UNIT NUMBER DBA THIS SHEET & TTG -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS MEW 0 The Richard E. Jacobs Group REMSIOIS 3Q REVISED 4/20/60 2L REVISED 1/15/96 A REVISED 6/13/95 DRAY' BY: REVISED 9T': ERE NAME: SCNTTM2 DATE JOB NWBDE DAIS OUWND NUMBER: SEATTLE WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 2 of 6 TIM -2 II. PLUMBING A. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE CODES AND LANDLORD'S MINIMUM REQUIREMENTS AS STATED. HEREIN) IN THE LEASE) AND/DR N THE TENANT MIWUAL. CODE REQUIREMENTS, IF MORE RESTRICTIVE THAN LANDLORD REQUIREMENTS, SHALL TAKE PRECEDENCE AND VICE/VERSA F. G. H. L. N. O. GENERAL AND SPECIAL CONDITIONS OF AKA 201 AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCEPTANCE OF WORK BY THE TENANT AND TIE LANDLORD. ALL WORK SHALL BE PERFORMED AS INDICATED ON DRAWINGS UNLESS FIELD CONDITIONS REQUIRE MINOR CHANGES TO HE MADE. MINOR CHANGES SHALL BE MADE WITH M ADDITIONAL COST TD THE TENANT. ACTUAL LOCATIONS OF LANDLORD'S SERVICES MUST HE FIELD VERIFIED CHANGES TO CONFORM TO LANDLORDS SERVICE LOCATIONS SHALL BE MADE AT M ADDITIONAL COST TO THE TENANT AND /OR LANDLORD, MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED BY LANDLORD. SUBSTITUTIONS MAY BE MADE TO THOSE SPECIFIED IF DEEMED EQUIVALENT BY LANDLORD. ITEMS NOT SPECIFIED HEREIN SHALL MEET LANDLORD'S APPROVAL IF A CONFLICT OCCURS, THE LANDLORD SHALL RESOLVE SUCH CONFLICT AND THE TENANT'S CONTRACTOR SHALL CONFORM TO THE LANDLORDS DECISION SUBMIT SHOP DRAWINGS OF ALL MAJOR EQUIPMENT FOR APPROVAL SUBMITTALS SHALL INCLUDE AIR AND WATER BALANCE REPORTS AS BUILT DRAWINGS - PREPARE AND SUBMIT TO LANDLORD AND TO TENANT 'AS BUILT' DRAWINGS INDICATING THE EXACT LOCATION OF ALL ILICTNORK, PIPING, AND Al EQUIPMENT INCLUDING THE EQUIPMENT'S •AS INSTALLED SIZE(S), MANUFACTURER, MODEL NUMBERS AND PERFORMANCE RATINGS. SUPPORTS - EQUIPMENT, PIPING, DUCTWORK, CR ANY OTHER ACCESSORY SHALL NOT BE SUPPORTED FROM LANDLORDS CEILING, SOFFIT, NEITRA_ PIERS, PIPING, DUCTWORK, META_ ROOF DECK, LATERAL BRACING, • "KDGING, OR CONDUIT. ITEMS SHALL ONLY BE SUPPORTED FROM STRUCTURE .,.1171 HAS BEEN APPROVED BY LANDLORD FOR SUPPORT, ALL ROOF WORK, PENETRATIONS AND REPAIRS SHALL BE TOTALLY PERFORMED BY ONLY THOSE ROOPING CONTRACTORS APPROVED BY LANDLORD AND SHALL BE PERFORMED AT THE TENANT'S EXPENSE INSTALLATION OF ALL RODE MOUNTED EQUIPMENT SHALL BE COORDINATED WITH LANDLORDS DESIGNATED REPRESENTATIVE TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NETT LIMITED TA UTILITY COMPANY CONNECTIONS, SERVICE AND/DR TAPPING FEES. LOCAL, COUNTY, OR STATE SERVICE CHARGES, INSPECTION CHARGES AND PERMIT FEES' LANDLORD'S CONECTION FEES, LANDLORDS UTILITY CHANCES LANDLORD' S METERING CHARGES AND/OR LANDLORD'S EQUIPMENT CHARGES WHERE THE TENANT ELECTS TO RE -USE, AND THE LANDLORD HAS APPROVED THE RE -USE OR RENOVATION IF AN EXISTING HVAC AND/OR PLUMBING SYSTEM, REAIR OR REPLACE ALL OR PART OF THE HVAC AND/OR PLUMBING EQUIPMENT M ENSURE PROPER AND EFFICIENT OPERATION IF THE SYSTEMKS), ENSURE THE HVAC SYSTEM IS CAPABLE OF MAINTAINING TFE MACE TEMPERATURES' WITHIN THE LEASED PREMISES IN ACCORDANCE WITH THE LANDLORD'S, LOCAL, STATE, AND FEDERAL REQUIREMENTS) AND :PROVIDE WRITTEN COFIRMATION TO LANDLORD' OF ALL WARRANTIES IMPLIED TENANT ELECTS NOT TO RE -USE EXISTING EQUIPMENT, CONDUIT, PIPING OR FIXTURES INCLUDING BUT NOT LIMITED TO ANY ROOF MOUNTED' EQUIPMENT, TENANT SHALL AT TENANT'S EXPENSE REMOVE SUCH PARTS OF THE SYSTEM AND EQUIPMENT NOT BEING RE -USED INCLUDING CURBS AND UTILITY SERVICES TO SUCH EQUIPMENT, CAP ALL PIPING AT LANDLORD MAINS TENANT SHALL PERFORM ALL NECESSARY REPAIRS TO TE ROOFING SYSTEM AND/OR ADJACENT CONSTRUCTION IN ACCORDANCE WITH THE LANDLORD' S CRITERIA AND DETAILS INDICATED 'IN LANDLORDS MECHANICAL DETAILS AND SPECIFICATIONS DRAWINGS DEFICIENCIES AND NON- CONFORMING ITEMS - IF AT ANY TIME DURING TEE TERM OF THE LEASE, LANDLORD DETERMINES TENANT'S EQUIPMENT DR SYSTEM HAS NOT BEEN INSTALLED OR IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORDS REQUIREMENTS, LANDLORD MAY, IN ADDITION TO ANY OTHER RIGHTS AND REMEDIES IT MAY HAVE, AFTER GIVING FIVE (5) DAYS WRITTEN NOTICE TO TENANT OF ITS INTENTION TO DO IS CORRECT SUCH DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INCURRED SY LANDLORD FOR TIE CORRECTION EF THE DEFICIENCIES PLUS A FIFTEEN PERCENT (15X) ADMINISTRATIVE CHARGE. THE TOTAL MOUNT STEAL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. P. FOR INSTALLATION OF EQUIPMENT, CONTRACTOR SHALE. CONFORM TO LANDLORD'S DETAIL DRAWINGS AND MECHANICAL DETAIL AND SPECIFICATIONS DRAWINGS. A PLUMBING SERVICES HAVE BEEN PROVIDED FOR TENANT'S USE. TENANT SHALL EXTEND SERVICES PER TENANT'S AND LANOLI E'S REQUIREMENTS. SEE LANDLORD'S BUILDING DRAWINGS FOR LOCATION. THE LANDLORD HAS PROVIDED A DOMESTIC WATER, SANITARY VENT AND SANITARY SERVICE THE TENANT SHALL CONFECT TO THE SERVICES. (MANDATORY) TENANT SHALL. EXTEND SERVICE PER LANDLORD REQUIREMENTS. M PIPING SHALL BE INSTALLED IN DEMISING WALL C A HANDICAPPED ACCESSIBLE TOILET ROOM IS REQUIRED IN EACH TENANT SPACE, EXCEPT FOOD COURT MID G2 AREA TENANTS. G2 AREA TENANTS WM ELECT AND ALL NON- FVDCOURT TENANTS WHERE SAME DOES NOT EXIST, FURNISH AND INSTALL A MINIMUM OF ONE WATER CLOSET, ONE LAVATORY, ONE FLIER DRAIN, ONE 6 -GALLON WATER HEATER, AND ALL OTHER REQUIRED MATERIAL AND EQUIPMENT FORA COMPLETE TOILET ROOM. TOILET ROOMS SHALL BE AS REQUIRED BY APPLICABLE CODES AND ADA MATERIALS 1. ALL MATERIALS SEALL BE NEV. USED MATERIAL SHALL NOT BE PERMITTED. 2. GAS PIPING a. SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE SCREWED FITTINGS INSTALLED PER LANDLORD'S, STATE AND LORAL AUTHORITIES', AND THE UTILITY COMPANY REQUIREMENTS GAS COCKS 2• AND SMALLER SHALL BE SCREWED IRON PLUG VALVE 200 PSI, 2 -1/2' AND LARGER SHALL BE IRON FLANGED, PLUG VALVE, 200 PSI. PAINT ALL GAS PIPING EXTERIOR TO THE BUILDING, WHICH WAS INSTALLED UNDER THIS CONTRACT, WITH TWO COATS OF DARK BROWN RUST RESISTANT PAINT. PIPE SHALL BE CLEANED PRIOR TO PAINTING. c GAS PIPING ON ROOF SHALL BE INSTALLED AND SUPPORTED PER DETAILS d. THERE SHALL BE NO VALVES OR UNIONS INSTAALLED IN RETURN AIR PLENUMS 3. BURIED UNDERGROUND AND BELOW FLOOR SEWER AND VENT PIPING SHALL BE SERVICE HEIGHT CAST IRIN PIPE WITH APPROVED COMPRESSION JOINTS. UNDERGROUND SEVER PIPING SHALL BE A MINIMUM SIZE OF 2', MINIMUM OF 1/8' PER FOOT OF SLOPE. !C- HUB JOINTS ARE MT PERMITTED. 3a, UNDERGROUND SEVER PIPING AND FITTINGS NAY BE PVC -DON ASTM- D2665 -78 SCHEDULE 40 WITH SOLVENT WELDED JOINTS. UNDERGROUND SEWER PIPING SHALL A MINIMUM SIZE IF 2', MINIMUM OF 1/8' PER FOOT CF SLOPE. 4 4. ABOVE GROUND, ABOVE OR BELOW FLOOR. SEWER AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRIN PIPE WITH NO MB JOINTS PVC AND ABS PIPING ARE NOT PERMITTED. 5. UNDERGROUND AND BELOW FLOOR HOT AND COLD WATER PIPING SHALL BE TYPE 'K' COPPER PIPE OR TUBING WITH SIL -FIN 15 SILVER BRAZED JOINTS ABOVE FLOOR HOT AND COLD WATER PIPING SHALL BE TYPE 'L' COPPER PIPE WITH 55-5 SOLDERED JOINTS OR SIL-FOS 15 SILVER BRAZED JOINTS 7. INSULATE ALL ABOVE GROUND, ABOVE DR BELOW FLOOR, HOT AND COLD WATER PIPING WITH A MINIMUM OF '',1' THICK FIBERGLASS PIPE INSUATION VITH A VAPOR BARRIER AND PLENUM RATED PRE- NI-DEO FITTING COVERS OR L' THICK CLOSED CELL PLENUM RATED INSULATION INSLLATE ALL SANITARY LINES SERVING TENANT SPACE WHEN REWIRED TO PREVENT CONDENSATION RESULTING FROM TENANT'S OPERATION ALL JOINTS SHALL BE INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. ALL INSULATION, VAPOR BARRIERS, PRE -MOLDED FITTING COVERS, ETC. SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. D FURNISH AND INSTALL DIELECTRIC UNIONS FOR DISSIMILAR PIPING MATERIALS, ALL BACKFLW PREVENTORS, VALVES UNIONS, BYPASS PIPING AND TESTING AS REQUIRED BY THE FIXTURE MANUFACTURER BY THE LOCAL UTILITY AND CODES. A PROVIDE ACCEPTABLE SUPPORTING DEVICES FIR ALL PIPING. ALLOW FOR PIPE EXPANSION AND PREVENTIOd OF ELECTROLYSIS. SUPPORTING DEVICES NETT PROTECTED WITH A SHOP PLATING/FINISH SHALL BE COATED WITH A RUST INHIBITING PRIMER. SUPPORT PER SEISMIC REQUIREMENTS FOR ZONE 3, III. FIRE SUPPRESSION SYSTEMS C E. 10. GAS METER a GAS METER - PHASE I - NOT APPLICABLE b. GAS METER - 'S2' - PHASE II - FOOD COURT WHERE GAS IS REQUIRED BY TENANT'S APPROVED DESIGN, INSTALL ATM EXPENSE TO LANDLORD, A GAS METER COMPLETE WITH REGULATOR(S), SHUT OFF VALVES, UNIONS AND ALL OTHER ACCESSORIES PER LOCAL UTILITY COMPANY. LOCATE METER AS DIRECTED BY LANDLORD AND UTILITY. ALL FOOD TENANTS AND ANY HIGH HAZARD TENANT SHALL FURNISH AND INSTALL A REDUCED PRESSURE BACKFLOY PRESENTER. 12. WHERE REQUIRED BY LOCAL AUTHORITIES AND UTILITIES ALL TENANTS SHALL INSTALL BACKFLW PREVENTION E. CONNECT TO LANDLORD'S SANITARY AND COLD WATER PIPING AT LANDLORDS POINT OF SERVICE CONNECTIR PHASE I AND FOOD COURT TENANTS SHALL CONNECT TO LANDLORD SUPPLIED SANITARY VENT SYSTEM WHERE ADDITIONAL P CR INCREASED SIZE OF SERVICE IS REQUIRED (AND LAN APPROVED BY LANDLORD) EMPLOY LANDLORD S CONTRACTOR TO PERFORM THE ARK PER THE LANDLORD'S CRITERIA AT NO EXPENSE TO LANDLORD SEE PLAN FIR LOCATION ALL TENANT WORK PERFORMED ABOVE THE CEILING OF OTHER TENANTS SHALL BE COORDINATED WITH OTHER TENANTS) AND LANDLORD G. AIR CHAMBERS ME REQUIRED ON EACH HCT AND COLD WATER SUPPLY TU EACH PLUMBING FIXTURE OR PRESIDE SYSTEM SHOCK ABSORBERS SIMILAR TO J. R SMITH 'HYDROTROL' SERIES 5000. SIZE AS REQUIRED BY TENANT PLUMBING SYSTEM. H. PLUMBING FIXTURES - THE FOLLOWING IS A MINIMUM SPECIFICATION FOR FIXTURE. 1, INTERCEPTORS a. GREASE INTERCEPTOR SHALL BE INSTALLED WERE REQUIRED BY STATE AND LOCAL CODES AND LANDLORDS REQUIREMENTS TO RECEIVE GREASE LADEN WASTE TENANTS SUBMITTAL ➢RAVINGS SHALL STATE INTERCEPTOR FLOW CAPACITY IN G. P. M AND POUNDS OF GREASE STOOL. FLOW CAPACITY AND POUNDS OF GREASE STORAGE SHALL BE TED PER THE GREASE TRAP MANUFACTURER'S GUIDELINES, NES. CENT- RACTGR SHALL VENT ALL FIXTURES DRAINING TO GREASE TRAPS AND TIE GREASE TRAP, GREASE INTERCEPTOR SHALL BE CAST IRON J.R. SMITH 8000 SERIES, COMPLETE WITH FLOW CONTROL, INSTALL IN LOCATION AND METHOD APPROVED BY LANDLORD AND THE LOCAL PLUMBING AND HEALTH DEPARTMENT CODES. WORK SINKS FOR HAIR SALONS, PET SHOPS, AND EYEGLASS LABORATORIES INTERCEPTORS SHALL BE EQUAL TO J. R. SMITH 8700 SERIES. 2 FOOD PREPARATION PLUMBING FIXTURES SHALL M STAINLESS STEEL AND SHALL BE FURNISHED, INSTALLED AND CONSTRUCTED TO CONFORM TD ALL CODES, HEALTH DEPARTMENT, AND NATIONAL SANITATION FOUNDATION. 3. WATER CLOSET -' AMERI STANDARD 21(18. 408 CADET WITH CHROME SUPPLY AND (STOP VALVE, AND OPEN FRONT WEE SEAT AND SEAT COVER. SET AT ADA HEIGHT. 4. LAVATORY - AMERICAN STANDARD' 9140,011 WHEEL CHAIR LAVATORY 27 X 20' WITH WALL HANGERS,', CHROME SUPPLIES AND STOPS,, AND 1 -1/2' CHROME TRAP WITH CLEAMUT. FURNISH WITH CENTER SET FAUCET, SELF: CLOSING WITH FLOW, ,REGULATION, AMERICAN FSTANDARD OR EQUAL, CHROME PLATED WITH 7725. 23.SIR 018'GRID DRAIN/OFFSET TAIL PIECE S WATER HEATER (MINIMUM) - A.O. SMITH -6 GALLON, 1500 WATTS INSULATED PER ENERGY COOS. ESPY/RYE SHALL BE PIPED FULL SIZE AND SAFEVASTED TO A DRAIN PAN OR ELDER DRAIN HEATER SHALL HAVE A 5-YEAR WARRANTY, 6. WATER HEATERS SHALL COFDRM TO ALL ENERGY CODES AND SHALL INCORPORATE A 2- GALLON THERMAL; EXPANSION TANK HEATER SHALT. BE ELECTRIC OR GAS FIRED AND SHALL INCORPORATE A TEMPERATURE - PRESSURE RELIEF VALVE PIPED TO A FLOOR DRAIN. 7. WHERE WATER HEATERS ARE INSTALLED ABOVE THE FINISHED CEILING, INSTALL. HEATERS IN A 3' DEEP WATER TIGHT PAN WITH RELIEF VALVE PIPED TO PAN'. AND PAN SAFE WASTED TO AN APPROVED DRAIN. GAS FIRED. WATER HEATERS SHALL ' NOT BE INSTALLED IN DO IN CONCEALED SPACES AND SHALL BE LOCATED IN A SEPARATE Al. O PROVIDE COMBUSTTON AIR FOR GAS FIRED DATER HEATERS WITHIN A ZERO TO POSITIVE PRESSURE ENVIRONMENT. INSTANTANEOUS' LNIERSINK TYPE MATER HEATERS ARE ALSO ACCEPTABLE B. HAND SINKS, FAUCETS AND SPECIALTIES SHALL BE FURNISHED AND INSTALLED PER HEALTH DEPARTMENT REQUIREMENTS AND ALL APPLICABLE CODES 9. FLOOR DRAIN - J. R SMITH FIGURE 2010 - VITH A NICKEL BRONZE OR SATIN BRONZE FINISH WITH PRIMER TAPPING WHEN REQUIRED.' FLOOR DRAINS SERVING ALL SODA DISPENSER WASTE LINES SHALL BE PROVIDED WITH TRAP PRIMERS 10. CLEIWOUTS - J.R. SMITH 4000 SERIES VITH NICKEL BRONZE CR SATIN BRONZE FINISH TOP AND TAPER THREAD BRONZE PLUG OF SIZES SHOWN ON PLANS ALL CLEAMUTS SHALL BE INSTALLED IN FINISHED FLOOR OR ABOVE CLEANOUTS UNDER SLAB ARE MT ACCEPTABLE 11. TRAP SEAL PRIMER VALVE - J.R. SMITH FIGURE 2699. 12. WATER METER a. PHASE I, G2 AND FOOD COURT - INSTALL AT ND EXPENSE TO LANDLORD, A WATER METER IN AN APPROVED LOCATION PER THE LOCAL WATER' UTILITY COMPANY AND LANDLORD'S REQUIREMENTS CONTRACTOR SHALL PAY ALL FEES AND LANDLORD CHARGES ASSOCIATED WITH METER AND METER INSTALLATION b. PHASE II - WATER SUB -METER IS REQUIRED ONLY BY LARGE WATER CONSUMING TENANTS. WATER METER. TO BE INSTALLED BY:TENANT COMPLETE VITH UNIONS AND SERVICE VALVES, TENANT TO PURCHASE AND INSTALL BADGER MODEL SC-ER OR APPROVED EQUAL, DIGITAL READ GUT IN CU FT. LOCATE METER 4' -6' AFF IN AREADILY ACCESSIBLE LOCATION A. TENANT'S SPRINKLER SYSTEM SHALL BE INSTALLED FROM LANDLORDS SPRINKLER BULK MAIN SERVICE PROVIDED BY LANDLORD FOR THE PREMISES IN THE EVENT A SPRINKLER SYSTEM EXISTS, MODIFY TIE EXISTING SYSANT, IN THE EVENT TENANT REQUIRES LARGER R SPRINKLER SERVICE O INCREA CONTRACTOR SHALL EMPLOY LANDLORD'S L RD 'S CONTRACTOR TO INSTALL INCREASED S ED SIZE BF F SERVICE PER LANDLORD REQUIREMENTS. SERE SHALL BE ONLY ORE CONNECTION PER TENANT. THERE SHALL BE NO CROSS FEEDS TO OTHER TENANTS OR MALL SYSTEMS. PROVIDE A SPRINKLER SYSTEM FOR THE ENTIRE PREMISES INCLUDING ALL PIPING AND ACCESSORIES PER THE REQUIREMENTS OF ALL APPLICABLE CODES, FACTORY MUTUAL, AFPA-13, LANDLORD AND LANDLORD'S FIRE AND CASUALTY INSURER. ALL PIPING SHALL BE HYDRALLICALLY DESIGNED AND INSTALLED PER NFPA -13 ORDINARY HAZARD, CLASSIFICATION GROUP II. HYDRAULIC CRITERIA FOR SYSTEM DESIGN SHALL BE. DENSITY - 0.18 GPM PER SD FT. - FIRE AREA - MOST REMOTE 25000 SR FT. WING A 500 GPM HOSE ALLOWANCE. OBTAIN FLOW AND PRESSURE FROM LOCAL AUTHORITIES OR LANDLORDS INSURANCE UNDERWRITER. PIPING SHALL BE PER WEE OR IF MORE STRINGENT FM APPROVED MAXIMUM SPACING OF SPRINKLER HEADS SHALL BE 130 SQ. FT. PER HEAD IN SALES AREA AND 100 N. FT. PER HEAD IN STORAGE AREAS OR HIGH HAZARD AREAS SPRINKLER HEADS IN THE SALES AREA SHALL BE CONCEALED /FLUSH OR SEMI - RECESSED PENDANT WITH AN ESCUTCHEON SPRINKLER HEADS IN STOCK RGOM SHALL BE RECESSED ER UPRIGHT,. BRASS OR CHROME. SPRINKLER HEADS IN CONTROL AREA (STOREFRONT POP -OUT) SHALL BE CONCEALED /FLUSH TYPE, FACTORY PAINTED TO MATCH CEILING COLO. TEMPERATURE RATINGS SHALL BE AS REQUIRED BY LANDLORD'S FIRE AND CASUALTY INSURER AND/ER AUTHORITY HAVING JURISDICTION. ALL SPRINKLER READS MUST BE Q UNDERWRITER'S LABORATORIES LISTED AND FACTORY MUTUAL APPROVED. 4 CONTRACTOR SHALL OBTAIN FROM LANDLORD THE LANDLORD'S FIRE AND CASUALTY INSURERS NAME, ADDRESS, AND PROJECT INDEX NUMBER. PRIOR TO INSTALLATION, CONTRACTORSHALL SUBMIT SEVEN (7) SETS OF CALCULATIONS AND SEVEN (7) SETS OF PRINTS OF SPRINKLER DESIGN TO LANDLORDS FIRE AND CASUALTY INSURER FOR APPROVAL URN APPROVAL AND PRIOR TO INSTALLATION, CONTRACTOR SHALL FOAM➢ ONE Ti) REPRODUCIBLE SEPIA IF THE APPROVED DESIGN AND TWO (2) BLUE LINE PRINTS, WHICH SHALL HAVE TAT LANDLORD'S INSURER'S APPROVAL STAMP, TO THE LANDLORD FOR LANDLORDS APPROVAL AND RECORDS. CONTRACTOR TO OBTAIN ALL OTHER APPROVALS FROM APPLICABLE AUTHORITIES AND SUBMIT APPROVED PRINTS TO LANDLORD FOR LANDLORD'S RECORDS G. H. J. IV. HVAC REIMBURSE LANDL^RD FOR ALL COSTS OF DRAINING AND REFILLING LANDLORD'S SPRINKLER SYSTEM WHERE SAME IS REQUIRED TO COMPLETE TENANT'S SPRINKLER SYSTEM. ALL OTHER CODE OR LANDLORD REQUIRED FIRE PREVENTION SYSTEMS AND ACCESSORIES SHALL BE INCORPORATED AS PART OF THIS SCOPE OF V®b:, TENANT'S SPRINKLER PIPING 4' AND LARGER SHALL BE INSTALLED ROTH HANGERS AT EVERY BAR JOIST WHEN INSTALLED PERPENDICULAR TO BAR JOISTS, AND WITH HANGERS SUPPORTED FROM TWO BM .LISTS EVERY 10' -0' ON CENTERS WHEN INSTALLED PARALLEL TO BAR JOISTS. ALL HANGERS AND/OR SUPPORTS SHALL BE INSTALLED WITHIN 6' OF A JOIST PANEL POINT, THE MALL MANAGEMENT, THE LANDLORDS FIRE AND CASUALTY INSURER, AND THE LOCAL FIRE DEPARTMENT MST BE NOTIFIED AT LEAST 48 HOURS PRIOR M MAKING ANY MODIFICATIONS TO THE EXISTING FIRE PROTECTION SYSTEMCS, YORK SHALL DE COORDINATED SO THAT ONLY Off (1) RISER OR BUUNAIN IS SHIT -DOWN FOR ANY GIVEN TIME SPRINKLER SYSTEM.) SERVIC SERVICE SHALL BE RESTORED TO THE AREAS AFFECTED AT THE END OF EACH WORKING DAY DURING THE CONSTRUCTION PERIOD K PIPING TEST - ALL ABOVE GRADE PIPING INSTALLED BY THIS CONTRACTOR SHALL BE TESTED AT A PRESSURE OF 200 LBS. HYDROSTATIC FOR TWO C2) HOURS MID ALL NOTICEABLE LEAKS TO BE REPAIRED UNTIL TIGHT. TEST SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE AND WRITTEN CERTIFICATION OF SUCCESSFUL TESTING SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE. THIS CONTRACTOR SHALL ALSO BE REQUIRED TO PERFORM ALL OTHER TESTS REQUIRED BY THE PREVIOUS SPECIFIED AGENCY HAVING AUTHORITY. EXHAUST HOODS WHERE REQUIRED BY CODES AND/OR LANDLORD'S PROPERTY AND CASUALTY INSURER(S), SHALL INCORPORATE AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM(S) COMPLETE WITH FAN INTERLOCK, AUTOMATIC GAS APPLIANCE SHUT -OFF SOLENOID VALVE, ELECTRICAL INTERLOCK(SMNT TRIPS), MANUAL RELEASES, ETC„ PER APPLICABLE CODES, NFPA,AND/OR LANDLORD'S FIRE AND CASUALTY INSURER(S), TOY STORES AND OTHER STORES THAT HAVE HIGH PILED STORAGE OF PLASTIC MATERIAL AS DETERMINED BY THE LOCAL FIRE MARSHALL AND /OR LANDLORD'S FIRE AND CASUALTY INSURER SHALL BE DESIGNED FOR ,3 GPM PER SO. FT. OVER THE MOST REMOTE 3000 SQ, FT. VERIFY REQUIREMENTS TENANT HVAC SYSTEM CRITERIA 1, TENANT SHALL DESIGN, FURNISH AND INSTALL A COMPLETE HVAC SYSTEM TO HEAT AND COOL THE ENTIRE PREMISES IN STRICT CONFORMANCE WITH THE CRITERIA AND DESCRIPTION CONTAINED ON LANDLORD'S MECHANICAL DETAIL AM SPECIFICATION DRAWINGS, THE LEASE AND/OR TENANT MANUAL T 2. THE HEATING AND COOLING SYSTEM DESIGN SHALL BE BASED ON THE APPLICABLE STATE AND LOCAL CTTE(S) AND THE INFORMATION PROVIDED ON THE ATTACHED CALCULATION FORM, WHICH IS DERIVED FROM THE MOST RECENT DESIGN CONDITIONS LISTED IN THE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR- CONDITIONING ENGINEERS, I (A S H R A E.) MANUAL S HEATOAIN CALCULATIONS SHALL BE. BASED UPON THE NINTH, DAY AND HOUR )"'PEAK SOLAR, THERMAL AND INTERNAL HEAT GAINS USING CODE REQUIRED MINIMUM OJTSIDE''' AIR QUANTITIES AT. DESIGN CONDITIONS. 4. HEAT LOSS CALCULATIONS SHALL BE BASED UPON THE FUEL HEAT LOSS AND CODE REQUIRED OUTSIDE' AIR. REQUIREMENTS AT DESIGN CONDITIONS (CREDIT SHALL MT BE TAKEN FOR INTERNAL HEAT GAINS). S THE FOLLOWING', SHALL BE APPLICABLE TO THE CALCULATIONS FOR SPECIAL OCCUPANCIES (E.G., BEAUTY SALONS, PET SHIMS, BARBER SHOPS, GAME OR AMUSEMENT FACILITIES. PMTO'INISHING ESTABLISHMENTS, RESTAURANTS, ETC.). a. CODE REQUIRED OCCUPANCY LEVEL b. CODE REQUIRED OUTSIDE AIR. QUANTITIES. c ALL HEAT PRODUCING GAS ER. ELECTRIC APPLIANCE LOADS VITH LANDLORD APPROVED DIVERSITY FACTORS. N LANDLORD MAKE -LP AIR REQUIREMENTS. ALL MAKEUP AIR MUST BE CONDITIONED. 6 a. PHASE II, G2 AND FOOD COURT - WHERE A HVAC UNITES) IS TO BE REPLACED OR, WHERE A NEV INSTALLATION IS REQUIRED BY TENANTS, THE HVAC SYSTEM SHALL BE FURNISHED AM INSTALLED CONSISTING A ABS OR ELECTRIC HEATING/ELECTRIC COOLING LING R ROOFTOP UNIT(S) TO SERVE THE ENTIRE PREMISES EQUIPMENT SHALL BE EQUAL TO CARRIER,' TRAM. DR YODC. PHASE II TENANTS SHALL CONNECT TO LANILIRD' S TOILET EXHAUST DUCT. b. PHASE I - TENANTS SHAT INSTALL A SPLIT SYSTEM AIR CINDITIOER, WITH ELECTRIC DUCT HEAT, LOCATED' IN AREAS DESIGNATED ON LANDLORD DRAWING. THE UNIT SHALL BE CONNECTED TO THE LANDLORD'S MINIMUM OUTDOOR AIR DUCT WHERE PROVIDED. THE AIR HANDLING UNIT SHALL BE NODULAR, FACTORY ASSENOLED, DRAW. THOU AND SUPPORTED FROM STRUCTURE ONLY IN AREAS APPROVED BY LANDLORD AND PER LANDLORD DETAILS THE CONDENSER UNIT SHALL BE ROOF MOUNTED AND :QIPPORTED BY CURB AT LANDLORD' S DESIGNATED LOCATION. REFRIGERANT PIPING SHALL BE ROUTED THROUGH LANDLORD DESIGNATED CHASES AND DOCUMENTED IN DESIGN DRAWINGS. CONDENSATE SHALL BE RUN TOLL PROVIDE CONDENSATE DRAINIIN CORRIDOR, SEEN PROVIDED, ER TO TENANTS SANITARY SEVER OR PUMPED TO L. L APPROVED SEWER' TENANT SHALL ROUTE AS APPROVED BY LL PHASE I - FOOD COURT - FOOD TENANTS AND ODOR PRODUCING TENANTS - LOW AMBIENT CONTROL IF MECHANICAL COILING DOWN OD O DEGREES F. AMBIENT TETNNTEMPERATURE IS REQUIRED ON ALL ARB FOOD, FOOD COURT LI ODOR PRODUCIODUCI NG TENANT ROOFTOP HVAC SYSTEMS AND ALL PHASE ,I SPRIT SYSTEMS 'POWERED EXHAUST IS REQUIRED FOR FOOD AND ODOR PRODUCING TENANTS • PHASE II - NUN FOOD TENANTS - LOW AMBIENT CONTROL OR ECONOMIZER CYCLE IS REQUIRED ON ALL PHASE II' NON ODOR PRODUCING TENANTS. IF AN ECONOMIZER CYCLE IS INCORPORATED, THE HVAC SYSTEM SHALL INCORPORATE A GRAVITY IR INTEGRAL POWERED RELIEF IN THE ROOFTOP: UNIT. PHASE II, G2 AND FOOD COURT - SUPPORT RTUs ON FULL:PERIMETER CURB AS SUPPLIED BY THE UNIT MANUFACTURER' ONLY IN AREAS STRUCTURALLY AND AESTHETICALLY APPROVED BY LANDLORD DETAILS. C -5 X 6,7 LDS /FT STRUCTURAL STEEL CHANNEL SUPPORTS TO SPAN JOISTS UNDER RTU CURB. ALL TENANT ROOF EQUIPMENT SHALL BE LOCATED AT A MINIMUM IF FIFTEEN (15) FEET FROM ANY MALL EQUIPMENT, AND FROM ANY OTHER TENANT'S ROOF EQUIPMENT. NOTIFY LANDLORDS ENGINEER OF ANY CONFLICTS OBTAIN LANDLORD FIELD REPRESENTATIVE'S WRITTEN APPROVAL BEFORE CUTTING ROOF. GOOSENECKS SHALL NOT BE INSTALLED UNLESS SPECIFICALLY APPROVED BY LANDLORD FOOD TYPE OR OTHER EMIR PRODUCING TENANT S. HVAC SYSTEM SHALL MAINTAIN A SLIGHT NEGATIVE PRESSURE DIFFERENTIAL BETWEEN THE PREMISES AND THE ENO-MED AND OTHER. COMMON AREAS OF THE SHOPPING CENTER, MN-ODOR PRODUCING TENANT'S HVAC SYSTEM SHALL MAINTAIN A SLIGO POSITIVE PRESSURE DIFFERENTIAL BETWEEN THE PREMISES AND THE ENCLOSED MALL AND OTHER COMMON AREAS OF THE SHOPPING CENTER. UNLESS OTHERWISE PERMITTED BY LANDLORD, OUTSIDE AIR, RELIEF AIR. EXHAUST AIR OR ANY OTHER TYPE OF OPENING OR GRILLE SHALL MT BE PERMITTED IN OR ON ANY DEMISING PARTITION, SERVICE CORRIDOR WALL OR EXTERIOR WALL OF THE PREMISES OR EXTERIOR WALL OF THE SHOPPING CENTER. TENANT HVAC SYSTEM TEMPORARY WORK PLATFORM (MIN. 4'-0'R. VIDE) IS REQUIRED CONSISTING OF PLYWOOD COMPLETELY SURROUNDING THE ROOFTOP UNITS) AND OTHER EQUIPMENT OR DUCTS THROUGH THE RN , THE ENTIRE TURNING AREA SHALL REMAIN ON ROOF DURING THE ENTIRE PERIOD OF 'INSTALLATION AND SHALL BE REMOVED FROM THE MO' AND THE SHOPPING.CENTER SITE UPON COMPLETION IF THE INSTALLATION BY .CONTRACTOR. ALL ROOF MOUNTED FANS, TOILET EXHAUSTERS, AND MISCELLANEOUS EQUIPMENT SHALL BE OF ALUMINUM CONSTRUCTION, WITH FABRICATED ROOF CURBS AS DETAILED IN LANDLORD'S TYPICAL TENANT'S' MECHANICAL DETAILS AND SPECIFICATIONS DRAWINGS. ROUTE ELECTRIC POWER AND CONTROL WIRING THROUGH A SEPARATE ROOF PENETRATION FOR EACH OF THE CONDUITS FLASH PENETRATION PER LANDLORD DETAILS. DO NOT ROUTE POWER CONDUIT THROUGH REEL' CURB TALL DO NOT DRILL HOLES IN CONDENSATE PAN OR COMPRESSOR/CONDENSER SECTION FLOOR. ALL TENANT ROOF MOUNTED EQUIPMENT SHALL BE IDENTIFIED WITH A LANDLORD SUPPLIED LABEL. THE TENANT SHALL CONTACT THE MALL MANAGEMENT FOR THE NECESSARY LABEL, IF THE LANDLORD'S LABEL IS NOT AVAILABLE THE ROOF TOP EQUIPMENT SHALL BE MARKED WITH THE TENANT'S NAME AND UNIT NUMBER WITH A MINIMUM IF 1 -1/2' STENCILED LETTERS FRAME ALL SIDES OF RDIF PENETRATIONS, IF ONE SIDE IF PENETRATION IS GREATER THAN 12 INCHES, WITH 3' X 3' X 1/4' ANGLE TO SUPPORT TIE METAL DECK. ANGLES SHALL BE CLAMPED OR WELDED TO THE STRUCTURAL STEEL JOISTS, BEAMS, OR GIRDERS AND SHALL BE INSTALLED TIGHT TO THE BOTTOM OF THE ROOF DECK. INSTALLATION SHALL BE AS APPROVED BY THE LANDLORD, BI NOT DRILL ,LISTS! ROW MOUNTED EQUIPMENT PROJECTIONS. ANNE OF TENANT'S HVAC EQUIPMENT OR ANY OTHER TENANT ROOF MOUNTED CONSTRUCTION SHALL DE VISIBLE AHDVE THE EXTERIOR WALL PARAPET, UNLESS OTHERWISE PERMITTI_'' BY LANDLORD. IF PERMITTED, TENANT SHALL, AT TENANT'S EXPENSE, PAINT ALL SUCH HVAC EQUIPMENT OR ROOF MOUNTED CONSTRUCTION AND/OR PROVIDE SCREENING FOR SAME AS MAY BE REQUIRED BY LANDLORD DIFFUSERS, GRILLES, AND REGISTERS SHALL BE STEEL OR ALUMINUM AS MANUFACTURED BY TITUS, BARBER -COLMAN, , OR OTHER APPROVED WITH OPPOSED BLADE DAMPERS RETURN AIR R BETWEEN STOCK AND SALES AREA SHALL NOT RELY UPON ANY ACCESS WAY (DOORWAYS, WINDOW OPENINGS, ETC.) BETWEEN STOCK AND SALES AREAS. AIR BALANCE ALL EQUIPMENT, INCLUDING ROOFTOP UNITS, DIFFUSERS, REGISTERS, AND GRILLES TO THE AIR QUANTITIES INDICATED ON THE PLANS OR ON THE SCHEDULE TO WITHIN 10X OF VALUES FLEXIBLE CONNECTORS WHICH ARE CODE APPROVED ME REQUIRED ON ALL DUCTWORK CONNECTIONS TO AIR MOVING EQUIPMENT INCLUDING ROOFTOP AIR HANDLING UNITES), AND FAKE. FIRE DAMPERS ARE REQUIRED TO BE INSTALLED IN ANY OPENING IN ANY PARTITION WHERE THE OPENING OCCURS BELOW THE LEVEL OF THE SPRINKLER PROTECTION ON ONE SIDE OF THE PARTITION AND ABOVE THE SPRINKLER PROTECTION ON THE OTHER SIDE OF THE PARTITION, AND PENETRATIONS OF FIRE RATED CONSTRUCTION PER CODE FIRE DAMPERS SHALL DE U. L LISTED AND INSTALLED PER MANUFACTURERS REQUIREMENTS FIRE DAMPER(S) SHALL BE RUSKIN, AIR BALANCE, OR OTHER LANDLORD APPROVES ALL NON - HOODED IXCTWORK, FITTINGS, HANGERS, FABRICATIONS, INSTALLATIONS, MATERIALS AND METHODS SHALL BE GALVANIZED SHEET METAL FABRICATED AND INSTALLED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF ENCNA, NFPA, ALL CODES AND AS DETAILED ON DRAWINGS. UNLESS OTHERWISE NOTED, SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE I' V. G. POSITIVE/NEGATIVE PRESSURE TABLE, ALL DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE. WHERE APPROVED FIR INSTALLATION BY THE LANDLORD, FIBERGLASS DUCTWORK SHALL BE 1 -1/2 OVENS /CORNING TYPE 800 FRK INSTALLED PER THE MANUFACTURER'S AND SWANS REQUIREMENTS FOR SUPPLY AND RETURN AIR DUCTWORK INSULATE ALL SUPPLY AIR, OUTSIDE AIR, AND COMBUSTION AIR DUCTWORK WITH 1 -1/°-' THICK EXTERIOR FIBERGLASS DUCT INSULATION WITH VAPOR BARRIER PER MANUFACTURERS REQUIREMENTS AND RECOME IF CONDENSATE FORMS ON ANY MALL DR TENANT SURFACE, INSULATE SULATE AS REQUIRED TO ELIMINATE THE CONDENSATION FLEXIBLE DUCTVORK SHALL ONLY BE PERMITTED TO BE INSTALLED FOR THE FINAL VERTICAL CONNECTION TI DIFFUSERS. THE MAXIMUM LENGTH:O' FLEXIBLE DUCT SHALL BE LIMITED. TO 5'.- U''FOR ANY ONE DIFFUSER CONNECTOR FLEXIBLE DUCT MATERIAL SHALL HAVE A FLAME SPREAD LESS THAN 25 AND A SMOKE DEVELOPED RATING LESS THAN 50. SECURE BOTH ENDS VITH APPROVED PLENUM MATERIAL. DUCTED RETURN AIR SYSTEMS SHALL ONLY PET INSTALLED WHEN REQUIRED OR APPROVED BY LANDLORD. WHEN A. DUCTED RETURN AIR SYSTEM IS REQUIRD OR C PERMITTED) BY LANDLORD; FURNISH AND IN„ TALL RELIEF GRILLES IN CEILING TO PREVENT FREEZING. RELIEF GRILLES SHALL BE SIZEDY AT 1 SQ. FT. PER 300 SQ. OFT. LEASABLE AREA.. RIOTED VELOCITY, SEAL SYSTEM swot OR GRILLES swot BE SIZED FA MAXIMUM OF 500 F. P. .. M. VELOCITY. SEAL DUCT PENETRATIONS AT DEMISING WALLS WITH MATERIAL APPROVED BY APPLICABLE CODE AUTHORITIES. TENANTS WHICH, IN THE SOLE OPINION OF THE LANDLORD, PRODUCE MOR SHALL PROVIDE AN EXHAUST SYSTEM AND/OR OTHER SYSTEMS, WHICH HILL PREVENT SUCH ODORS FROM ENTERING THE MALL CONON AREA OR OTHER TENANT SPACES TENANT'S CONTRACTOR MUST TAKE THE FOLLOWING' ACTION ER THE START I P OF ALL NEV HVAC UNITS. PRIOR TO OPENING THE PREMISES FUR BUSINESS. CONTRACTOR SHALL PROVIDE LANDLORD WITH WRITTEN VERIFICATION FROM AN AUTHORIZED REPRESENTATIVE OF THE INSTALLED HVAC EQUIPMENT'S MANUFACTURER THAT THE HVAC EQUIPMENT IS INSTALLED AND OPERATING IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S REQUIREMENTS IN THE EVENT THE LANDLORD DETERMINES TENANT'S HVAC EQUIPMENT IS MT OPERATING IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, LANDLORDS FIELD REPRESENTATIVE SHALL , WITHIN FIVE CS) DAYS FROM LANDLORD'S WRITTEN NOTICE TO TENANT OR TENANT'S CONTRACTOR OF SAME, CORRECT SUCH OPERATIONAL DEFICIENCY. EXHAUST FANS O. EACH TOILET ROAN SHALL HAVE A TOILET EXHAUST FAN, CONTROLLED BY A LIGHT SNITCH, SIZED PER CODE AND RATED AT MINIMUM 25'EXTERNAL STATIC PRESSURE TOILET EXHAUST FAN SHALL BE CONECTED TO LANDLORDS TOILET EXHAUST DUCT. TOILET EXHAUST FANS SHALL BE CEILING MOUNTED WITH INTEGRAL GRILLES AND OTTER APPROVED. 2 ROE MOUNTED GREASE EXHAUST FANS SHALL BE BELT DRIVEN, UPBLAST CENTRIFUGAL TYPE APPROVED FOR GREASE LADEN AIM MOTORS SHALL BE INSTALLED OUT EF THE AIR STREAM, COMPLETE VITH DISCONNECT SWITCH. FANS SHALL BE SIMILAR TO 'GREENHECK ' MODEL GIBE, MEETING NFPA RH REQUIREMENTS. ALL ARE TO HAVE GREASE GUARD INSTALLED. SEE DETAIL ALL FANS REQUIRED FUR RELIEF, MAKE -UP AIR OR EXHAUST (EXCEPT TOILET ROOM) SHALL BE AN L'PELAST ROOF MOUNTED''. AND OF A CENTRIFUGAL TYPE WITH A BELT OR DIRECT DRIVEN' ENCLOSED ROTOR OUTSIDE THE AIR STREAK CLASS B TYPE MOTORS SHALL BE USED FOR HIGH TEMPERATURE APPLICATIONS. ALL ROOF MOUNTED FANS SHALL INCORPORATE A COUNTERBALANCED BACK DRAFT: DAMPER OR A MOTOR OPERATED DAMPER INTERLOCKED VITH FAN OPERATION AND A SERVICE DISCONECT SWITCH AT THE FAN 4, PHASE II, G2 AND EXIDCDURT SHALL INSTALL A SMOKE RELIEF FAN WITH MOTORIZED DAMPER THE FAN CAPACITY SHALL BE 1 AND ONE HALF CFM PER SQUARE FOOT OF LEASEABLE AREA AT 0.25 INCH 14M Z. HOTTED EXHAUST SYSTEMS 1. HOODS, DUCTWORK AND ACCESSORIES SHALL BE SIZED, CONSTRUCTED AND INSTALLED PER NFPA 96 AND ALL STATE AND LOCAL CODES. AND LANDLORD'S INSURANCE UNDERWRITERS. HOODS SHALL BE U. L LISTED 2. DUCTWORK AND HOOD MATERIAL SHALL BE WELDED 16 GAUGE STEEL OR 18 GAUGE STAINLESS STEEL OR AS OTHERWISE REQUIRED BY CODES. STAINLESS STEEL CONSTRUCTION SHALL BE USED NEON FINISHED CEILING UNLESS OTHERWISE APPROVED BY LANDLORD REPRESENTATIVE 3. ALL SEAMS AND JOINTS SHALL HAVE LIQUID TIGHT CONTINUOUS EXTERNAL WELDS. 4. DUCTS SHALL BE INSTALLED WITHOUT FORMING DRIPS AND TRAPS WHICH MIGHT COLLECT RESIDUES SLOPE DUCT TOWARD HOOD ALL H® EXHAUST DUCTS SHALL BE INSULATED VITH HIGH TEMPERATURE INSULATION 5, THE AIR VELOCITY THROUGH ANY DUCT SHALL MT BE LESS THAN 1,500 FEET PER MINUTE NOR GREATER THAN 2200 FEET PER MINUTE 6. ACCESS DOORS SHALL BE GASKETED AND PRWIDED FOR INSPECTION AND CLEANING AND SHALL BE INSTALLED AT EACH CHANGE or DIRECTION 7. GREASE LADEN AIR SHALL BE DISCHARGED VERTICALLY ABOVE ROOF AT CODE REQUIRED HEIGHT. 8. TENANT'S CONTRACTOR SHALL FURNISH AND INSTALL A'GREASE GUARD SYSTEM FIN ALL GREASE EXHAUST FANS 'GREASE GUARD SHALL BE AS'. MANUFACTURED BY "GREASE GUARD' (1- 800 - 284 -8273) 9. MAINTAIN MINIMUM CLEARANCES BETWEEN DUCT AND OTHER STRUCTURES AS REQUIRED BY CODE. INSULATE AND/OR ENCASE DUCT ABOVE CEILINGS. INSTALL AS REQUIRED BY CODE AND PROVIDE CLEARANCES FROM COMBUSTIBLES AS REQUIRED BY CIDE AA FLIES SHALL BE METALBESTOS TYPE B OR, IF MORE STRINGENT, AS REQUIRED BY CODE INSTALL IN. A 1 HOUR FIRE RATED SHAFT, NON COMBUSTIBLE CONSTRUCTION, WITH CODE REQUIRED CLEARANCES AND INSULATED: WITH FIRE RATED INSULATION, UP THROUGH ROOF.. M FIRE DAMPER SHALL BE INSTALLED IN HOOD EXHAUST. AB. FIRE DETECTION AND SMOKE CONTROL SYSTEM AF. AG. AN. 1. THE HVAC SYSTEM SHALL INCORPORATE AN INTEGRATED SMOKE CONTROL SYSTEM AS FOLLOW. FURNISH AND INSTALL, IN THE SUPPLY DUCT SECTION OF THE ROOFTOP UNIT OR AIR HANDLER, U L. LISTED IONIZATION DUCT TYPE SMOKE DETECTORS, LOCATE SMOKE DETECTORS IN AN ACCESSIBLE LOCATION, COMPLETE WITH DISCONNECT SWITCH FOR SERVICING AND RESETTING OF THE SMOKE DETECTOR WITH INDICATOR LIGHTS. 2. PHASE I - A. SMOKE DETECTOR, UPON ACTIVATION, SHALL SHUT DOWN THE HVAC SYSTEM AND NOTIFY AN APPROVED CENTRAL STATION MONITORING COMPANY, CONSULT CITY IF TUKVILA FOR A LIST OF U.L. LISTED AND APPROVED CENTRAL STATION MONITORS. 3. PHASE II a TENANT SHALL INSTALL AN ADDITIONAL SMOKE DETECTOR AT THE STORE FRONT AND ADDITIONAL SMOKE DETECTORS FOR EACH 30' OF OPEN STORE FRONT. THE SMOKE DETECTOR, UPON ACTIVATION, SHALL SHUTDOWN THE HVAC SYSTEM, NOTIFY LANDLORD'S FIRE DETECTION AND SMOKE OL DNTR SYSYTE AM ACTIVATE A SEPARATE NOR RO MOUNTED SMOKE RELIEF FAA FURNISHED WITH A MOTORIZED DAMPER AND INSTALLED IN A FABRICATED CURB PER DETAIL. THE SYSTEM SHALL ACTIVATE AN AUDIBLE /VISUAL ALARM AT THE FRONT OF THE STORE UPON ACTIVATION. MINIMUM CFM CAPACITY O: REF MOUNTED SMOKE RELIEF FAN SHALL BE ONE AND ONE HALF CFM PER SQUARE FOOT OF GROSS LEASABLE AREA AT 0.25 INCH WATER COLUMN STATIC PRESSURE. PROVIDE ALL ADDITIONAL CONTROLS REQUIRED TO PERMIT THE SEQUENCE DESCRIBED ABOVE, INCLUDING CLOSING OF THE OUTDOOR AIR DAPPER IN THE HVAC UNIT. 4. FOOS COURT AND 52 a, THE SMOKE DETECTOR SHALL, UPON ACTIVATION, SHUT DONN THE HVAC SYSTEM, SOUND AN AUD/VISUAL ALARM HORN LOCATED AT THE FRONT OP THE STO h AS PHASE T1, ITEMS b,c and d AND AS PHASE I. 5. PROVIDE ALL ADDITIONAL CONTROLS REQUIRED TO PERMIT THE SEQUENCE DESCRIBED ABOVE AC. TEMPERATURE CONTROLS, WIRING AMID MISCELLANEOUS REQUIREMENTS 1. ALL CONTROLS SHALL HE A PNEUMATIC CONNECT TO LANDLORD'S CENTRAL PNEUMATIC AIR SYSTEM. 2. ALL OTHER CONTROLS SHALL . BE A MAXIMUM OF 24 VOLTS. ALL CONTROL WIRING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NATIONAL'. ELECTRICAL CODE a ALL EXHAUST FANS (EXCEPT TOILET EXHAUST' FAN) SHALL INCORPORATE STARTERS 4. ALL EXISTING AND NEV WIRING IN PLENUM AREAS SHALL BE MODIFIED' AND/OR INSTALLED IN CONDUIT OR BE CABLE LISTED FOR USE IN PLENUM AREAS, FIELD VERIFY ALL EXISTING WIRING TO DEG' FRHINE THE EXTENT OF THE REQUIRED MODIFICATION, 5. CONTROL WIRING FOR HVAC CONTROL SHALL BE MULTICOLORED CARLE. C8) - 16 AVG WITH 600V JACKET INSULATION. 6. THERMOSTATS FOR TEMPERATURE CONTROL. SHALL BE OF THE PNEUMATIC TYPE, REVERSE ACTING, DR OTHER LANDLORD APPROVED. MODIFY INSTALLATION. OF ALL EXISTING CONTROLS AS REQUIRED BY LANDLORD FOR PROPER OPERATION OF THE HVAC SYSTEMS. 7. CONTRACTOR TO FURNISH 'AS BUILT' DRAWINGS OF THE TEMPERATURE CONTROL SYSTEM INCLUDING ALL HVAC EQUIPMENT CONTROL DIAGRMS AS SUPPLIED BY THE EQUIPMENT MANUFACTURER AND ALL FIELD INSTALLED WIRING AND CONTROLS AD. TENANT SHALL INSTALL ROOF TREAD PADS AROUND ALL ROOF MOUNTED EQUIPMENT AND TO LANDLORD'S MAIN TRAFFIC AISLE CONSULT LANDLORD ROOF FOR APPROVED TREAD PADS AE. NO HVAC EQUIPMENT, DUCTS, ETC, SHALL BE INSTALLED IN DEMISING WALLS PAINT ALL EXTERIOR EXPOSED METAL WITH RUST PREVENTITIVE PAINT. ALL INSTALLED EQUIPMENT AND ACCESSORIES AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. ALL TENANTS SHALL PROVIDE PE ABC FIRE EXTINGUISHERS AS PREVENTION REQUIRED BY THE LOCAL FIRE PREVENTION AUTHORITY HAVING JURISDICTION. - EXTINGUISHERS SHALL BE LOCATED TO HAVE A MAXIMUM TRAVEL DISTANCE FROM ANY POINT IN TIE TENANT SPACE TD AN EXTINGUISHER IF SEVENTY -FIVE (75) FEET. TIE MINIMUM REQUIREMENT SHALL BE TWO EXTINGUISHERS WHICH ONE SHALL HE LOCATED IN THE SALES AREA AND ONE IN THE STORAGE AREA. (OR REAR OF UNIT.) AI, ND EQUIPMENT SHALL BE INSTALLED IN THE CODE REQUIRED EXIT CORRIDOR. A CLEAR 44 INCH MINIMUM IS REQUIRED. (VERIFY VITH ARCHITECT.) AJ. ALL TENANT'S ROOFTOP HVAC EQUIPMENT SHALL BE PROVIDED VITH A MANUFACTURERS OPTIONAL CONDENSERIL GUARD TO PROTECT AGAINST HAIL DAMAGE, DEBRIS AND VANDALS / GTN Of TUKWO PROVED SEP 1 2 2001 AS Noe BL ➢?PIG I(\rt"M�_ R E,V D CITY OF TUY.CViLA PERMIT CENTER ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SOUTHCENTER UNIT NUMBER DBA THIS SHEET & 1TG -01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO, THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REASONS Q4 REVISED 7/15/88 ® REVISED 1/15/88 Q REVISED 6/13/95 at REVISED 4/13/85 GTAVN BYE OATS SCALE REVISED BY: FILE NAME: SCNTTM3 JOB RARER DATE DRAMA NUiNDER SEATRE WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 3 of 6 TIM -3 SECURE BASE TO CURB WITH LAG SCREWS 12' D.C. MIN. OF 2 PER SIDE FABRICATED CURB SEE CURB DETAIL OPER. DAMPER EXISTING METAL DECK C SECURE CURB TO DECK W/ RIGID CONDUIT BY ELECTRICAL PER E IDE.2' D.C. MIN. OF 2 MOTOR OPERATED DAMPER CORNER TD BE CUT FOR - CONDUIT ROUTING DUCT INSULATION SEE SPECIFICATION SECURE BASE TO CURB WITH LAG SCREWS 22' D.C. MIN. OF (2) PER SIDE FABRICATED CURB — SEE CURB DETAIL EXISTING METAL DECK DUCT INSULATION SEE SPECIFICATION REMOVE CONCRETE FLOOR FOR PIPE PENETRATION ONLY. DO NOT CUT REBAR REPLACE CONCRETE SLEEVE 1/2' CLEAR MIN., 3/4' CLEAR MAX. PACK WITH OAKUM & APPLY SEALANT AT TOP FOR GAS SEAL. FLUSH WITH FLOOR.* 1/2' WIDE x 3 /4'DEEP RECESS AT PERIM. OF CONC. PATCH, FILL WITH SEALANT FOR GAS SEAL. ECHANICALLY ROUGHENED JOINT FORM UNDERSIDE OF SLAB ANGER TUNNEL UNDER EXISTING SLAB. FOR PIPING STUCTURAL SLAB PIPE PENETRATI ❑N DETAIL 19 NTS x NOTE. SEALANT TO BE MIN. OF 1/2' THICKNESS OF BFC BETASEAL NO. 169 BFC DIVISION OF ESSEX CHEMICAL CORPORATION OR APPROVED EQUIVALENT OF MINNESOTA MINING AND MANUFACTURING CO., OR BENJAMIN FOSTER. NOTE, ALL DUCTWORK BELOW SLAB SHALL BE CONSIDERED CONFINED SPACE. NOTES. 1. H.V.A.C, CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION. D.A. INTAKE GRAVITY RELIEF DETAIL N.T.S. TT INSECT SCREEN RESILIENT GASKET SEAL - INTAKE BASE EXISTING INSULATION 3'%3'x1/4' ANGLE FRAMING (4) SIDES- SEE CURB DETAIL 26 GREENHECK CRS- SERIES OR EQUAL RESILIENT GASKET SEAL EXHAUSTER BASE EXISTING INSULATION SECURE CURB TO DECK W/ SCREWS 12' O.C. MIN. OF (2) PER SIDE. `-- 3' %3'x1/4' ANGLE FRAMING (4) SIDES- SEE CURB DETAIL' MOTORIZED DAMPER NTITFS. AS REQUIRED 1, H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION. EXHAUSTER DETAIL (TOILET, SMOKE, MISC.) 0 N.T.S. TT -11 EXISTING ROOFING - MEMBRANE /ROOF SECURE BASE TO CURB WITH LAG SCREWS 12' D.C. MIN. OF 2 PER SIDE ONE PIECE WELDED ALUMINUM FAN SUB - BASE CONTINUOUS PIANO TYPE PIANO HINGE FABRICATED CURB SEE CURB DETAIL GAS UNE ON ROOF EXISTING ROOF DECK RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING GAS UNE SUPPORT SFE DFTAU II FOR PIPE AND /OR CONDUIT FLASHING '' ID SEEUDET ROOF Y 4' DIRT LEG ABOVE O VE ROOF 1 — j A II �� 41 EXISTING ROOF GAS VALVE ANGLE IRON COPED EACH END TO FIT OVER JOIST CLAMP OR WELD ANGLE TO JOIST. STEEL WASHER 2' -0' MAX. DISTANCE CLODS HANGERS - PIPES I - i/4' & SMALLER 8' -O' MAX. D.C. PIPES 1-1/2" & LARGER 10' -0' MAX. D.C. N.T.S. SEE DETAIL REQUIREMENTS GAS UNE GREASE COLLECTION DEVICE IS REQUIRED. INSTALL PER MANUFACTURER'S REQUIREMENTS. TENANT MUST EMPLOY GREASE GUARD, TO INSTALL CALL 1- 800 -284 -8273 FOR INSTALLATION ALUMINUM ROOF UPBLAST FAN RESILIENT GASKET VENTED CURB EXTENSION LAIR VENTS ON ALLOT) SIDES) RESILIENT GASKET FLASHING BY GREASE GUURD CONTRACTOR 16 GA. FABRICATED CURB -SFE TIFTATI FOR FRAMING. REQUIRED FREE AREA SIZED ON 500 FT. /MIN VELOCITY 3/8' ROD (MIN.) DIRT LEG MIN. 6' AT EACH CHANGE OF ELEVATION. ALUMINUM ROOF UPBLAST FAN HOLD DOWN CLIP EXISTING INSULATION NOTE, H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION. RELIEF /ROOF EXHAUST FAN DETAIL N.T.S. TT -10 NOTE. TO BE USED FOR HVAC RELIEF /SMOKE RELIEF AND ROOF EXHAUST FANS. 1ST SUPPORT DOUBLE NUTTED RESILIENT GASKET SEAL RESTAURANT GREASE FAN AND PAN DETAIL 21 i MD - .R I '''!h- SECURE CURB TO DECK W/ SCREWS 12' O.C. MIN. OF 2 PER SIDE. - NON'S DUCTED EXHAUST AIR SYSTEM ABOVE CEILINGS INSTALLED 2' DEEP SOLDERED LIUUIDTIGHT DRIP PANS 3' %3'x1/4' ANGLE FRAMING (4) SIDES- SEE CURB DETAIL 26 GROUND JOINT UNION EXISTING INSULATION 3'x3'%1/4' ANGLE ANCHOR PIPE TO ANGLE WITH SID. U -BOLT GAS PIPE MIN. 1 -1/4' GAS PIPE THROUGH ROOF DETAIL N.T.S. LOCATE AWAY FROM BUILDING WALL S IS'-0' FROM OUTSIDE AIR INTAKES EXTEND FLASHING OVER TOP OF INSULATION AND FASTEN AT 8'O.C. NON -COMB. INSULATION -CUT TO FIT AS REVD. EXISTING INSULATION EXISTING ROOF DECK NTTFS. 1, FOR BALLAST SYSTEMS REPLACE BALLAST AFTER WORK IS COMPLETED. 2, NEW INSULATION TO MATCH EXISTING INSULATION HEIGHT AND OF THE SAME OR GREATER THERMAL RESISTANCE VALUE. 3. ROOFING 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 SEQUENCE TO PERMIT FLASHING AND COUNTERFLASHING', INSTALLATION. 5. USE SELF DRILLING FASTENERS FOR METAL DECK,TOGGLES FOR GYPSUM DECKS. FOR CONDUIT ROOF TAIL BOLTED PIPE CLAMP CONTINUOUS FASTENING STRIP AND APPROVED FASTENERS AT B•O.C. CAP SEAL OFF METAL DECK FROM DUCT OPENING 41/26 GA. SHEET METAL ALL SIDES OUTLINE OF EQUIPMEN PATE CO. EQUIPMENT SUPPORT STYLE ES -211 5- 1/2'x15' MIA 18 GA, ALL WELDED FIRE TREATED WOOD BLOCKING. ALL (4) SIDES OF CURB. NOMINAL 6' WIDE x THICKNESS TO MATCH INSULATION THICKNESS. NOTCH WOOD TO LAY FLAT OVER CHANNEL TT -21 1/4' x 6' LG. GALVANIZED STEEL LAG BOLTS- BOLTS TO HOLD BLOCKING TOGETHER 1/4' x 2' LG. LAG BOLT FASTEN PIPE CLIP TO BLOCKING GAS LINE CHIN. SIZE = 1 -I/4') HUMANE PAD 18'x113' (MWJ ROOFING AS 4' REVD. 4' PLAN PLUMBING CONTRACTOR IS RESPONSIBLE TO PROVIDE GAS LINE SUPPORTS FOR ALL GAS LINES INCLUDING TENANTS PIPE SLEEVE AND CLIP. PVC PIPE SLEEVE SEE NOTE 4I3 GAS LINE SUPPORT DETAIL 1' WIDE 20 GA. GALVANIZED STEEL PIPE CLIP ':FOR THE PVC SLEEVE. (2) 4'04' WOLMANIZED WOOD BLOCKS NOTES. SECTION 1. SUPPORT REQUIRED EVERY 10' -0' G.C. AND AT CHANGES IN. DIRECTION. 2. INCREASE HEIGHT AS REQ'D FUR ROUTING ABOVE ROOF MOUNTED ACCESSORIES SUCH AS EXPANSION JOINTS. 3. PVC PIPE SLEEVE SHALL BE THE NEXT SIZE PIPE DIAMETER LARGER THAN THE OUTSIDE DIAMETER OF THE PIPE. VIBRATION ISOLATION GROMMET I' RUBBER SHEAR PAD OR SPRING ISOLATOR FOR ROOF MID. EQUIPMENT PATE SHEET METAL CURB CAP REINFORCED JOIST INDICATED ON MECHANICAL AND /OR STRUCTURAL PLANS WITH 1. STUB COLUMNS 2. BLOCK OUT AREAS 3. JOISTS - 'MARKED WITH AN ASTERISK (6) 4. VERIFY 'LOCATION WITH LANDLORD REPRESENTITIVE SLOPE AWAY FROM PIPE CH UNISTUT PIPE CLAMP PIPING CURD SUPPORT PATE LD. ES STYLE IA� 12 HIGH MIWB GA V /2'x4' NRLLER Mh ., CURB TO BE NAX 8 -Q RC NUMAlff PAD QI TOP O' ROOFING \ / \ EXISTING MET DECK NOTES. PI AN SECTION -'A' SECTION A SECURE CHASE TO METAL DECK AT 1/4' PERMS VI. W. 1/2 W DE 16 GAUGE SHEET METAL CLIP ANGLES AND FASTEN TO CHASE WITH SCREWS PLAN ETAL DECK SECTION -'B' OLT CHANNEL TO EACH JOIST CHANNEL SUPPORT ON TOP OF DECK EQUIPMENT SUPPORT CURB ROOF MTD. EQUIPMENT LAG BOLT WITH FLATWASHER SECURE CURB CAP TO CURB WITH SHEET METAL SCREWS AT 12' QC. PATE WOOD NAILER RIGID INSULATION THICKNESS TO MATCH NAILER OVERHANG - ADHERED TO CURB CUT INSULATION TO MEET WOOD BLOCKING FASTEN CURD TO CHANNEL AT 24° O.C. MAk. GAIN 4 PER CURH7 NOTES L UNITS UP TO 1880 LBS. TOTAL WEIGHT SHALL BE SUPPORTED MIN(2) JOISTS 2. UNITS GREATER THAN 1880 LBS. BUT LESS THAN 2800 LBS. TOTAL WEIGHT SHALL BE SUPPORTED ON MINX31JOISTS. 3. HVAC CONTRACTOR TO ALLOW ROOFER TO INSTALL COUNTERFLASHING PRIOR TO INSTALLING PATE CURB CAP. CONDENSING UNIT AND OTHER SPECIAL 18 ROOF MOUNTED EQUIPMENT SUPPORT DETAIL NTS TT -18 EXISTING INSULATION EXISTING METAL DECK BOLT CHANNEL TO EACH JOIST WITH MACHINE BOLT, JOIS T. AND WASHER. BO NTT DRII I — CLOSURE PIECE FASTEN LOVER AT 12'O.C. THRU CURB GIP RESILIENT GASKET I RIGD INSULATION TO MATC ADHERE DF VO® NAILER. H AWERE TO CURB FAR BICATED CURB SEE CURB DE[A[LO SECURE CURB TO METAL BECK AT IVELCMAX(MW 2 PER SIDE. IB GALV. MA GAL, NETAL REFRIGERANT AL GA CLRB CHASE FOR LOWER TENANTS O)LY SECTION -'C• HVAC CONTRACTOR TO C!ARDDNATE INSTALLATION WITH LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING AND COUNTERFLASHING INSTALLATION B. CHASE AND COVER INSTALLATDN - I THICK IFPA GOADED, PINED ON 4' CENTERS AND GLLED TO SHEET METAL B. CAULKING To DE SILICONE BASE AND WATERPROO, RECEIVED CITY pF iU nIN ILA REFRIGERANT PIPING 17 ROOF CHASE AND PIPE SUPPORT DETAIL SOUTHCENTER DRAM BY: REVISED BY: REVISED © REVISED REVISED FILE NAVE SCNTTM4 DRAWNQ NUMBEN: SEATTLE. WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 4 of 6 UNIT NUMBER DBA THIS SHEET & TTG-01 MUST BE INCLUDED AS PART OF TENANrs summit TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS w The Richard E. Jacobs Group SWARMS DAME JOB NO6ER ATE TTM -- 4 7/15/88 1/15/86 7/10/85 SEE NOTE f2 • METALBESTOS • CAP . S O U T H CE N T E it SEATTLE, WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS 5 Sheet of 6 APPLIANCE HEAT GAIN CALCL : ❑NS 12 MIN SEE NOTE fi USE THIS DETAIL FOR NON- REMOVEABLE EQUIPMENT 2'x2' FIRE TREATED WOOD NAILER. 1 1/ ' SECURE TO CURB AT 12 "0.C.(MIN ROOF JOISTS (2) PER SIDE) LAP ANGLE MIN. / , USE THIS DETAIL FO 2" OVER JOIST -W- BIRDPROOF I Elniir.ii PPLIANCE 10. FUEL/ MOTORS INPUT K.W. FACTOR INPUT BTUH SENSIBLE FACTOR SE HEAT GAIN LATENT FACTOR LATENT HEAT GAIN "METALBISTOS TYPE RV FOR 8" OR SMALLER TYPE QC FOR 10' OR LARGER DOUBLE WALL "METALBESTOS" TALL CONE TURN DOWN FLASHING FLANGE 2' ALL SIDES TO FORM CURB CAP: (SOLDER CORNERS.) ( ) ' RESILIENT GASKET ■■ �� "METALBESTOS STORM COLLAR' GAS . 33 2'x4' FIRE TREATED WOOD NAILER. SECURE TO CURB AT 12 "O,C. (MIN. 2 PER SIDE). FABRICATED 76 GAUGE GALVANIZED SHEET METAL ALL WE D CONSTRUCTION. PATER WELDED AFTER PAINT LDE RUST RESISTANT AFTER ELECTRIC 3413 .33 GAS - "` .10 ELECTRIC 3413 .14 SET IN SEALANT ' SECURE TALL CONE TO CURB MIN. 2 PER SIDE 0 12 O.C. MOTORS HP 2545 .30 ;. -. FABRICATION. " . . �-� REMOVEABLE EQUIPMENT ANGLE FRAMING FOR 1 DUCT PENETRATION METAL DECK I I ELECTRIC 3413 .30 OTHERS FABRICATE HGT. OF CURB SO THAT HGT.ABV.ROOFlNG SURFACE IS A MIN. 10', FOR HOOD EXHAUST SYSTEMS SEAL OFF OPENINGS IN DECK ;;;;;:; } III ��. ��" - - r Y;. RIGID INSULATION TO MATCH THICKNESS ■II�.�._ OF NAILER. ADHERED TO CURB, '� I _ •�� z z 9 r .�,: FABRICATED CURB FA SEE CURB DETAIL TOTALS it ' � � - ! A VM - ,, KITCHEN EXHAUST FAN + O CUT INSULATION TO MEET WO OD REPLACE ALL DAMAGED INSULATION 11 0 �� � N UFACTUREMOTOR HP, CM, POWER V/ H7/ 0 ii i DEL E.BET MOUNTING CURB DECK � �� �� �- - ► -� . - ►� IXISTING 8" O.C. -- - - • - -- 1' j I I TO MATCH IXISTING. - METAL DECK EXISTING JOIST C�� ��:; III � .- 1-- r- ` ' EXISTING METAL DECK NI MINIMUM CLFARENCE SE / CURE CURB TO DECK •• W S (Z) 1 SIDE C APPLIANCE SCHEDULE 3 ANGLE FRAMING ALL SIDES OF DUCT PENETRATION, WELDED OR BOLTED TOGETHER. COPE • FIRE TREATED BLOCKING ALL (4) SIDES ITERED JOINTS WELDED AND ANGLES PERPENDICULAR TO JOISTS TO ALLOW TOP OF CURB. NOMINAL 6"WIDE x THICKNESS GROUND SMOOTH ON CURB MP.) LEG TO SET ON TOP CHORD OF JOIST. WELD OR TO MATCH INSULATION THICKNESS. CLAMP ANGLES TO J , T. ANGLE MAY BE OMITTED ON SIDE OF DUCT Or.r71NG WITHIN 6' OF JOIST. SECTION 'A' PLAN - MIN OF 3' -0' HEIGHT SHALL BE . A REO'D BY LOCAL CODE. LOCATE 25' -0" FROM BLDG. WA AND 15' -0' LL FROM OUTSIDE AIR INTAKE CONTACT LANDLORD. MIN. S SECURE FLUE TO DECK AT 1 '/4 POINTS WfTH MIN. OF (43 2 "xi -1 /2 WIDE i6 GA C - 1 SHEET METAL PANG RIVETED TO FLUE, SECURED TO DECK. FOR MODEL QC RENTS USE METALBESTOS SUPPORT PLATE APPLIANCE NUMBER APPLIANCE FUEL TYPE GAS /ELECT, FUEL RATING BTUH /KW HOODED UNHOODED NOTES• 1. INTERIOR DIMENSIONS TO BE DETERMINED BY SPECIFIC EQUIPMENT. SEE DETAILS. 2. EXTERIOR MIN. DIMENSIONS OF CURB FOR FLASHING AND COUNTERFLASHING SHALL BE 12'x12 ". DETAIL OF FABRICATED CURB 'Z6 O NOTFS; 1. H.VAC. CONTRACTOR TO COORDINATE INSTALLATION W/ LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT P.ASHING AY COUNTMFLASHING INSTALLATION. 2. CURB INTERNAL SIZES: FOR FLUES 3 THRU 5 ROUND -9's9" CURB, FOR FLUES 6' THRU B" ROUND - 12 CURB, FOR EWES GREATER TITIAN 8 ROUND CONSULT WON THE LANDLORD. GAS .FLUE THRU :ROOF DETAIL UNIT NUMBER N.T.S. TT -26 FOR HOOD EXHAUST OR WHERE CODE DOES. NOT 'PERMIT TREATED WOOD BLOCKING, OUT WOOD BLOCKING AND UTILIZE ROOFING MATERIAL PER CODE. N.T.S. TT -4 DIM I I - R:T.u, . 1■ �.^�' CAS PRESSURE RFCUTATOR : (WHERE REQUIRED) GAS COCK GALVANIZED SHEET METAL DUCT OH'S TO SUPPLY Nil= AIR MAIN VOLUME DAMPER NS 1/e T I K FI BIL F CMG ANGLE FRAMING FOR --- JOISTS INDICATED ON SET CURB LEVEL HUHIN UNIT ®� s= = = w t = - 1 0 W „ METAL STRAP CLAMP (TYPICAL) 2 . ..PLACES DUCT PENETRATIONS REINFORCED JOISTS INDICATED ON IYP. 4 SIDES /OPG MECHANICAL AND /OR'STRUCT!RAL PEWS WTIH: 1. BLOCK OUT AREA METAL DECK. CHANNEL MECHANICAL AND /OR STRUCTURAL MFRS RECOMMENDATIONS PLANS WITH: RESIUENT GASKET CONTINUOUS 1. BLOCK our AREA 'WI GAS SERMCE it ( WHERE REQUIRED ) GIR LEC (( �NU� EN S ATEDReUt� 2. JOIST MARKED ASTERISK, . i ce _ 9Y UNR� • 2. JOIST • w/' I- ON TOP OF DECK 4" MN. ® C ® � �FULL SIZE:. ASTE 4" MIN. AOEi 5' x 6.7 FT. CHANNEL SUPPORT Op TpP OF D 6 -0 G MA%. W0 J ANGLE NOTR WHEN e' -0' O.C. MAX. DECK OP IS _ I I MIN. 12'xiB'z2' THICY ,Y �CONC. SPLASH BLOCK INSULATED FLEXIBLE CONNECTION. (MAX. 5' - 07 IN VERTICAL SUPPLY AIR DIFFUSER. i'� SPAN, MINIMUM OF : SPAN. , ice WITHIN a OF JOIST 3 JOISTS _� �!_ FULL PERIMETER ROOF L TOP EQUIPMENT CURB ���: w 1' 4 ' OPo. FRAMING _ FF IYP. 4 SIDES /OPG LAP ANGLE OVER 1 I°� JOIST MIN. OF 1 II PoWER Je CO :. WIRING THRU ROOF - SFE DETAIL O - TO Ji z - I 'I POWER .4 CONTROL � . DE STEEL SHIMS EITIEEN Q MATCH ICKNESS CURB CHANNEL O 24 O.C. OF NNLER MHERED +�'' 1`:� I ® ' , WIRING THRU ROOF c IIiV> :OFF DEng ilI III -!! OB I' 1 ®�I L EL IF REOD FOR LEVELING. ro CURB CONNECT t CUT INSUL TO MEET ROOFING 24 HUMANE ROOF TO UNR W000 BLOCKING PAD SPUD BACK GRAVEL L = : _ LIVINE OF R.T.U. - Ili iii v�lii _ WSTC TO ROOF /// FLEXIBLE DUCT MOUNTING ..,‘'.'''.\. \ 99 DETAIL 0, WHEN CURB PRW DUUNL DUCTWORK INSULATION .T.U. '. -1 1 8� N E 1 RBJ f) CHANNEL TO . 111 I � FA--1 PERIMETEF CURB (TYPICAL FRAMING FOR RTU STRUCTURAL FULL PERIMETER NEXT JpST. ROOF R.T.U. CURB A '.. i �. r�WABI® ` ____ / ∎FY = METAL DECK -�; Jps< ��� � FATEI. V THIS SHEET & TfG-01 MUST BE INCLUDED AS PART OF TENANi'S SUBMITTAL TO T I'IE LANDLORD, BIDDINri CON1RACTORS AND FDR'3Ui'A�e1Nv P�{NIIIJ mom, , N.T.S. TT-93 FEEx. DUCT METHOD y1 ANGLE NOT RUM WHEN RN'S UP TO 78811 LEIS. TOTAL WE7GHn O DECK OPENING BOL C HANNEELL FRAMING PLAN B' OF JOIST MINIMUM UM. EACH JpSI METHOD #7 CONNECTION BOLT O.K. TO EA JpST W .BOLT ro NUT t ASH. m NOT (TYP) GRILL JOIST WEIGHT) 3 x 3' x 1/4 ANGLE FRAMING FIRE TREATED WOOD BLOCKING. ALL SIDES OF DUCT PCNETRATION, ALL MIR SIDES OF CURB WELDED OR BOLTED TOGETHER. NOM. 8 WIDE X THICKNESS. ESS COPE ANGLES PERPENDICULAR TOGETHER._ T O MATCH INSULATION THICKNESS JDISrs m ALLOW TDP LEC ro SET I - i I '.. '. ON roP CHORD O JOLST. N V E OR SECURE UB CLAMP ANGLE ro F JOIST. OF o / /8 D SID. MACHI III R. ro CH4 OANCTi..'. NE MAY IN OMT ON F JOIST. f1U LT L MIN. ' FR UNR. BP 75. OPENING IWITIilN 8' OF JOIST. 4-0 0.. (AWL) I I TO INSTALLATION. :' '. . NOTED BY CODE SECTION "A" : N.T.S. (TYPICAL FRAMING FOR RIO'S BETWEEN, 1880 LEIS. B 2800 LBS. TOTAL RTU STRUCTURAL FRAMING PLAN E %TOTING OP ENING A MN. OF 2 0GwATMCAV PLATE FOR OPNGS W// LARGEST DIMENBIOHINN� 18' OR LE DeNGS. S FOR 18 THW USE Fl I E%ISf C AND 'SAUCE ��I` �A f ) I • - - f OIST � NEW. INSULATION Q T DP 161 do SMALLER Q FOR OPENINGS L ARGER THAN 16' N .TS. . . ENER(` e�_INOTFS 1. FIELD VERIFY LOCATION OF RN PRIOR 2 ALL SHOWN Bf TENANT corn. . UNLESS ORIBRWRE 3 PROVIDE INSULATION IF W000 NOT PERMED RTU STRUCTURAL FRAMING PLANS I I C AND SECTION 0 1 R l. ° °' I N.T.S. TT-1 WITH Sfeas °C K INTO T OP OF FLANGE I I, MOW The Richard E. Jacobs Group 18" MIN. SQ. LEAD MAIN WALKWAY BY LANDLORD BY TENANT PAD (CONSULT FOR PAD) SEE NOTE #2 STAINLESS STEEL CLAMPING RING SOLDER JOINT ROOFING MEMBRANE FLASHING NOTE '! �S! SEE 3 FOR PLUMBING VENTS SEE NOTE #2 TURN LEAD FLASHING DOWN INTO VENT PIPE M F 1 BELOW TOP CLAMPING STAINLESS STEEL OF PIPE RING 4 LB. VIRGIN LEAD PRE - MOLDED :11'I PIPE SEAL RUBBER ROOFING MEMBRANE WATER CUT -OFF MASTIC SPLICING. CEMENT LAP SEALANT liar, �® PLAN OF EXISTING ROOF DECK JOIST NEW ROOF INSULATION MIS JINTINtifiNT RRSIIIUJf `MIN. 1sNt11altls�111 1I1L ;gTIILtl1 ■�� ®1 ®_ N E W ME DECK TO MATCH [ PRO ST. PROFILE AND GAGE. AL FlLES ARE TREAD LAN [o.oRoROOFUR TRFAD / / �! 1/A11 7�1R•�� - � "� ���� �� � ��� ��� 8 �' �. INSULATION VENT INSULATION NO1E; DO NOT TRIM DECK FLANGE - ISDNC ANGLE ERAM� PROVDE NEW 3 z 3 1 4' GLE FRAME IF NONE EXI ) SECTION 'I -'I P D E XISTING. RQM Ep R L E W ILL "NEST" WTIH P Fl 76^ T� ( (FO OPENING W. T:'"" NEW ROOF INSULATION ROTES J9QT6 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 1. 'PRE - MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2. : 4 LB. LEAD FLASHING SHALL BE 1/4' MAX. DIAMETER LARGER THAN PIPE 2. IPRE- MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF ALL JOINTS TO BE SOLDERED. 1 (PIPE DIAMETER. FLANGE SHALL BE SET BY ROOFER. CONTACT LL ( FOR U S T OF A WHEN PREF PIPE SEAL CANNOT BE INSTALLED, USE FTELD FABRICATED. APPROVED 3, . 3, ROOFING CONTRACTORS I 1 'PIPE.SEAL:SEE ALTERNATE PIPE FLASHING DETAIL 4. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED R CONTRACTOR : 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 5. VEPITSSHALL BE A MINIMUM OF 10' -0 "'FROM OUTSIDE AIR INTAKES.' 5.'hTANGE SHALL BE SET BY ROOFER. CONTACT LL FOR UST OF ROOFING CONTRACTORS I 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR 7, VENTS SHALL BE A MINIMUM OF 110' - 0 °. TYPICAL DETAIL - LEAD - BUR TY•ICAL.. 0 ' L - • • 0 TED - RUBB " ROO amass MIN' B IN . our ��� ■ JOINT IN '.ROOF INSULATION OPENING I 20 CA GALV.'SIRE. I EP 1 ?_ 2 � S . U Q ,REVISED 7/15/B8 M USE BE SUPPORTED BY �NU1E METAL DECK I ' I SECTION. 2 - 21 i D1V1'° .. ' L I '., 1 REVISED 1/15 88 / ; : (FUR OPENINGS 16? Ac SMALLER) . E. 1. . NEW . I. N INSUlA71oN TO MATCH EXISTING INSULATION HEIGHT OI. OF THE SAME ROOFING THERMAL RESISTANCE VALUE 2. ROOFING TO BE INSTALLED AND FLASHED -IN WITH MATERIALS TO MATCH IVE =C) COSTING. INSTALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS.. CITY REC OF E TU r ' . NIL,+ 3. IF METAL DECK FOR OPENINGS .. LARGER THAN 1B IS NOT AVAILABLE, CONTACT LANDLORD'S STRUCTURAL ENGINEER. PERMIT CENTER REPAIRS TO THE METAL DECK SYSTEM DRA WN an OHIO JCS NUM. .5E0 8Y: PATE FLE NAVE: SCNTTM5 U6 ROOF TREAD PAD LAYOUT C) N.T.S. N.T.S I r PIPE /CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS (rV1 h 1 IIRAWINO NOHmIR -- N.T.S. TT-86 /� N.T.S. 1T -2 CA CAUMNIZED DIIY AN X � I_ _R� Z t SLAB CLEANOUT INSTALLED BY LANDLORD EXISTING --1 BY LANDLORD 1 j CAST IRON SPOOL PIECE i'-e" 4' I.. PIPE SUPPORT DETAIL ms TT -135 NO HUB CAST IRON PIPING ABOVE 9 - 0' COUPUNG (SEE NOTE 3) PVC TO A MAXIMUM OF--/ 9' - O' ABOVE FIN. FEB. CAST IRON NO HUB' t T If SHALL BE USED BELOW UPPER LEVEL FLOOR SLAB TO SERVE UPPER LEVEL TENANTS. $s -II TENANT SANITARY PIPING DETAIL 4b N.T.S. `- PVC /ABS STAMPED ASTM # D2665 -78 COUPLING (SEE NOTE 6) (SEE NOTE 3) SEE NOTE 5 FOR ,-- (1 - 11/ / ��— ALTERNATE SANITARY T N 1 II II I I II I I I IID CONNECTION 7T �L11 FLU INVERT ELEVATION AS. SHOWN ON LANDLORD'S DRAWINGS NOTE; 1. TENANT SHALL CONNECT SANITARY DRAIN TO CONNECTIONS PROVIDED BY LANDLORD. 2. TENANT SHALL NOT MODIFY LANDLORD'S DRAIN OR MAKE CONNECTIONS TO SANITARY MAIN. 3. ABOVE AND UNDERGROUND COUPLINGS SHALL BE 'CLAMP -ALL" DRAIN COUPUNG MODEL -HI -TORO 125. 4. NO PVC PIPING SHALL BE AU_OWED IN RETURN AIR PLENUMS. 5. IF 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'. DALffiM® NUTS LAG BOLT WITH FIAT WASHER 1' RUBBER SHEAR PAD OR SPRING ISOLATOR, FOR ROOF MOUNTED EQUIPMENT LANDLORD PROVIDED CONCRETE EQUIP.' PAD ROOF MOUNTING EQUIPMENT EXPANSION BOLT ROOF MOUNTED EQUIPMENT SUPPORT DETAIL HIS, TT. 135 r; ' ar I.. NORDSTROM SEARS THE BON L EM11 o JCPENNEY 5" REF CONC. SLAB ON GRADE REINFORCED STRUCTURAL SLAB TYPICHL UNLESS OTHERWISE NOTED. JIM; 1. THE "SPECIAL BUILDING CONDITIONS" NOTED ON THIS DRAWING SHALL BE CONSIDERED BUILDING /CONSTRUCTION' RESTRICTIONS. ALL CONDITIONS MUST BE FIELD VERIFIED BY TENANT. 2. NONE OF THE NOTED CONDITIONS MAY BE ALTERED IN ANY WAY. NO FLOOR, PENETRATIONS ARE PERMITTED UNLESS REVIEWED AND APPROVED BY THE LANDLORD'S ENGINEERS 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 RESPONSIBILITY. 4. UNDER FLOOR AREAS ARE HAZARDOUS LOCATIONS DUE TO CONFINED SPACES AND. RAMBLE GAS FORMATION. 5. DO NOT CHANNEL FLOORS. STRUCTURAL DAMAGE WILL RESULT.A MERVYN'S 0 REVISED DI1AWI1 6Y: RENSED Br. REVISED DRAWING NUMI3ETC REVISED FILE NAME SCNTM6 SOUTHCENTER SEATTLE, WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 6 of 6 UNIT NUMBER DBA THIS SHEET & TTG -01 MUST BE INCLUDED AS PART OF TENANTS SUBMITTAL' TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS ■ The Richard E. Jacobs Group REN9GNS TT E NUMBER DAIS 6/26/98 5/7/86 1/15/86,