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HomeMy WebLinkAboutPermit D01-190 - COSTCO - PHARMACY AND COOLER, . . COSTCO 1160 SAXON DRIVE City of Tukwila ~' Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 252304 -9063 Address: 1160 SAXON DR Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: BARCLDCO25P7 OCCUPANT OWNER CONTACT CONTRACTOR' DEVELOPMENT PERMIT Permit No: D01 -190 Status: ISSUED Issued: 08/13/2001 Expires: 02/09/2002 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERS /AFA .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: Y Streams: (206) 431 -3670 COSTCO WHOLESALE Phone: 1160 SAXON DR, TUKWILA WA 98188 SADE PAUL +ELEANOR 585 POINT SAN PEDRO RD, SAN RAFAEL CA 94901 THOMAS HUH Phone: 425 -463 -1512 1110 112 AV NE, BELLEVUE WA 98004 BARCLAY DEAN CONST SRVCS INC Phone: 206- 682 -3223 4623 7 AV S, SEATTLE WA 98108 * * ** * *• kit*• k***********: k** k***************************** **k *** ** * * **k*** * * *** * * * * * *•**k Permit Description: . MOVE EXISTING PHARMACY CENTER TO TEMPORARY LOCATION; REPLACE EXISTING PHARMACY WITH NEW PHARMACY; AND ENLARGING EXISTING PRODUCE COOLER. *********** k***************************• k**k**• k** * * * * * **k * * ** * * * * * * ***** ** * *•k *k Construction Valuation: $ 120,000.00 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: Landscape Irrigation: N Moving Oversized Load: N Start Tinie: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ************************************** k*** k• k*********** * * ***** *** ** * * * *•k * *k* * * ** ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,828.99 **** * * * * * * * * * * * * * * * * *•k* * * * *•*** * * * ** *•k * * d ourn * *** * * k k ** k * * * * * * *•k•k * * * * * *** *** *fir ** * *** Permit Center Authorized Signature: \ ( � ( Date: g 0/ 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 development permit. Signature: Date: g1k, (0 Print Name: ( (Qj t '....erl 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. Address: ' F. Tenant : lyp'e DEVPERM Parcel #:.::252304 -9063 ** sNkikK * * * * *k*** *k *A *k * * * * * ** ***•***********1*** *** * * * * ** ** * * ** * **ik• * * * * ** *' Permit: Cond i t i gins 1': No''•,changes will be made to the plans unless approved by the Engineer and the Tukwila .Buliding ; t iv sion .When: special inspection i,s Pe'qu:i r ed 'e'i ther 'the owner, architect 'or engineer ,shall' the Tukwila Bui lding Division of appoi ntnient ' o-F the inspection agenci es prior..: to the .first bui idingg inspection. Copies of all special nspection reports;; shall be submitted to the Building ivision in a t4Mely : ma f nner. Reports Shall .:contain addres project name, permit number and type of inspect -ion being erformed. `'. he sp ecial; in`spector shall submit ...a final signed report stating Whether the work '.requiring special inspection was, t o; the best of the, i nspector's knowledge, in conformance with. approved.:plans And specif ications and the applicable= workmanship provis'ions of the UBC: Any :new telling grii and light fixture`..`installation is required; to meet lateral bracing` requirements for. Se,.ismic. one 3• 11 construct i on to : be done , in conformance with approved lens and r equ i r ements of the Uniform BU i i di ng ;. Code (1997, . Ed i't ion) as amended, Uniform Mechan i ca l ti Code.. (1997 ''Edition) ,and Washington-State Energy :`Code (1997Edition) .Plumb i ng 4Nerm l is `sha l l be obtained through the Seattle-King County Department of Publ is Health. ,Plumbing will be inspected �,;by that agency, including ll gas piping (296- 4722)'.`, , a i i d i ty' of Perni t. The issuance of a perm 3 t' or approval o l,ans, specifications, ; and computations shall not be con- , strued to be a ; for or an approval` of, any violation of any. of the 'prov i signs of the b u i l d i n g g code or of any other ordinance of. the jurisdiction. No permit presuming, give authority to :`violate : ' or cancel the provisions of this code shall be val i d Electrical permits shall ,be . obtained through the Washington State Division of Labor ant Industries and all electrical work work ' w i l l be inspected by that agency-,(248-6630). : All mechanical work . shall be under'separate permit issued by the City of Tukwila . All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail - able until final inspection approval is granted. 11. Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). . 12. ** *FIRE DEPARTMENT CONDITIONS *** 13. The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following CITY OF TUKWILA Permit No: D01 -190 Status: ISSUED Applied: 06/26/2001 Issued: 08/13/2001 ra�1.HS:'tw J'`+" c��'% �?A':. e" 5�:.§' ��F , :.`fii "r731k'Yat+J3:*r'k"f aJ, r n: c, 4;'^?i„"� «��'ftt'a 1 concerns: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "Al 1 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 riot': more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the , floor shall not be less than 4 inches, Extinguishers shall be located so as to be ; in plain view .ti f at all possible):, or if not in plain View, they shall be identified with a sign stating, "Fir ~e. Ex ", ,with : an arrow polri,ting to the unit. (NFPA 10, 106.3), (UFC Standard 10 -1) Clear access ,toi fire extinguishers is required at a11;.. times. ` ',They nay not be hidden- : or obstructed. (NFPA 10 1-6.5) Fire ext i ngu i'shers require monthly and yearl y inspections. They must, have a d tag or label, securely attached that indicates, -the month and year that the inspection was performed and 1 ident=ify, the " "company or person performing. the service. (NFFA : 43, 4 -4 and 4-4.3) Every s ix -years, ' dry chemical and ha lan • type fire ext i ngu ishers,,.shall be emptied and subjected . to the applicable recharge procedures. ; (NFPA" 10, 4 -4 1) If the.:. required m`onthly and yearly;:'inspections of the fire extinguishier(s) are not acco`mpl i .or the' inspection tag is not complete, ,r a reputable-fire 'extinguisher service company w�i 11 be :required i red to conduct these 'required r;ed surveys (NFPA aintain - Fire 'extinguisher coverage throughout. o point in an unsprinklered building may be. more than 200 feet from an-exit, ':m'easured along the path of travel. (UBC, i1004.2.5.2. 1') No point in a bu3.,lding may be more than 250 1004 feet from an exit, measured along the path, of travel . (UBC 2.5.22) ; ;' ,Exit doors ' in the' direction :.:.of. exit travel when serving any hazardous area , or when serving an occupant load of 50 or more (UBC''1'003:3.1.5) Exit doors shall be openable from the inside without ` the use of a key or any special . knowledge ,or effort. E x i t doors .shall not be locked, chained, bolted, burred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) • 25. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Nu i.•'�.7inti' {k;F:. se;1?s;rr.',tiiuirv3art�; K 4ll:' +5'rev :pit't�"v2w3P,�417t,1 4,44,3i 26. When two or more exits from a story are required and when two or more exits froi room or an area are requ' 1 d, exit signs shall be illuminated. (UBC 1003.2.8.4) 27. Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 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 i l l u m i n a t i o n 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), The:: power supply for means of egress i l l u m i n a t i o n shall ,normally be provided by the premises' electrical supply. In the event of its failure, illumtnation'.shall be automatically provided from an `_;emergency system for Group I :,'` Divisions 1.1. and 1.2 occupancies and for all other occupancies where the : means of egress 'system serves an occupant load of 1;00: or more Such emergency systems shall be installed in : acordance with the electrical code. (UBC 1003.9.2) All exit signs,shal l 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 ` a so be con'nected to :`an emergency electrical system prov*ded` trem storage batteries, unit equipment or an .: on s i te'`generat'or °'set, and ':the: system shall be i nstal l e in accordance with the electrical code (UBC 1003.2.8.5) Maintian spr inkler coverage per N.F P.:'A 13. Addition /,relocation of walls, closets or partitions may - requi re = relocating "and /or adding sprinkler;;: heads. (Sprinkler protect ion shall be extended to ' all areas where:` requ i red' ';i nc,lud i ng all enclosed .areas, . i be l'ow obstruct ions and under ,overhangs greater :'than four . feet ' wide. (NFPA All new s'prinkler systems and all' modifications to'existing:" spri nk l er systeins . shall have fire department review and approval oF' xdrawinngs .prior to installation or modification., New sprinkler 'systems ._:and all modifications to sprinkler systems involving mare than 50 heady shall ` have the written approval of th;e WS . R': 6 Factory Mutual, , Industrial Risk Insurers, Kemper or any other representative designated and /or recorgn i zed by the C i t y of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau.. , No sprinkler work shall commence without approved drawings. (City .Ordi nance #1 All sprinkler system p`.lans, calculations and the contractors Materials and;�.Te'st. Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal '.`(WAC ~212 -80) Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or~ adding automatic fire detectors. Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.4.2) Al.l 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 uh sa ti eY shu; i �.Jb ii j liriu!; n ?» « 2 � r xSf l&u,; s.YB:-u'fi :ovr;,4 ? ERtt 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) 39. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110-16(a), NEC 110-16(c)) 40, Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110-22) 41. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof ,coverings shall be maintained as 'specified in the Building 'Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 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 adress be conspicuously posted on the building and ,shall be plainly visible and legible from the street. Nu shall contrast with their background. (UFC 901.4:4) . In order to'prolliae you with the fastest police and fire protection under emergency conditions, please post your ,suite, rOcnii or apartment number in a conspicuous .place near, ' the mainentry door. (UFC 01.4.4) ' ,Fire Department lock boxes shall be provided for access to • all fire alarm panels and sOr•nkler risers. The ' appropriate key(sY,for access shall -be placed in the kb x order , , ,. lockbox.Loc o Icier forms must be from the Tukwila Fire Department. (City •Ordinance #1900). , . Contact the TukwIla,Fire Prevention Bureau' to witness all • „ ‘ required .Inspections and tests. (UFC 10,503) (City Ordinance4•900 and 11901) . This review limited td,speculative tenant space only - ,special fire permits may be necessary depending on detailed description �f intended use. . Any overlooked hazardous condition and/or violation of, the adopted Fire �r Building. Codes does not imply approval of such condition or , violatioh. 49. The plans were reviewed by _c53. If you have any _ questions, please call the Tukwila Fire Prevention Bureau at (206)575-4407.. „, - '•• . . •: • hereby certify that I have read these conditions and will comply , with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws regulating construction or the performance of work, ‹ Signature: Date: 0(3( •••••°""""*..• , „ ttli`Fiq +.1 -4'.01:4v.;aqa,l, arc Project Name /Tenant: + _ r ; Val��f Construction: ,_____ Proposed use: Ft Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other Site Address (include suite number) City State /Zip: ( , <„ r',( / 1- . W' . - J1/4 - 'qe /' v Tax Parcel Number: 36 c/- 9 Property Owner: Phone: fJ� /)G�y�)'_ Street Address: % 9 / /41a ..d •�,e, /,,,w4,47.4 0/1 Ci � (�: Fax 11: ' ;!11 , ' Contractor: f✓' i9 /1 , L' 7 / 40/ -4;rx /e Phone: , fe - ;;7‘)/..,,,,,,)±,,.., Street Address: `' ''City State /Zip: 5 / /rl v /U4t e. " r - L` P7:. tz_pya , U,/f)-- Fax 11: Architect: /V//a frfl/v ?t..._ /Z .7.r Phone: ftc 4b 'j Oa Street Address: City Stale /Zip: /1 /0 / /Zit' A w7ve-te N ,BE44cy,r &i/A- q 9 Fax #: q ¢l - 2v0Z Phone: 6 - 2de//- 24 /2.• / Engineer: -7-r / ' GG Street Address: ./.e,)--. City State /Zip: 9 1a N. Mv >/o / ,rE 9 gr- >✓rvW t -. Fax 11: 0,; , � /.43 , / Contact Person: rr O, ( 4� 1/0 Phone: /`Z5. - y . Y - /C/ Street Address: City State /Zip: / //o /am . N6 , eu a5 6( - Wve24 Fax #: Z.5 -1 /i -- 0a, Description of work to be done (please be specific): 4 )e1';' � 4 E 'f ri s/Gi mfg' ' Y cr- r ry repr/. �O r cr1, 2 . n a e ,- 4A6//1df EX /77N4 PHAXHAer !U/' 1 Neh/ niAkAiiicy. • Ewe/I- leer /n/4 RR �� 1 eX/ 7?it/67 fi t2i ice eer?'i>� e . Existing use: 71 Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ''. , ❑ School /College /University ❑ Other T __ ..__•_. ,_____ Proposed use: Ft Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College/University ❑ Other �� ` Building Square Feet: 1. .0 *1:::: 1/"i 2 existing No. of Stories: 1 Area of construction (sq ft): /0 4'46/ Will there be a change of use? ❑ yes 131 110 If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: EZI sprinklers ® automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? CI yes El no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUV VILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • (206) 431 -3670 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Hauling in Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Fire Loop /Hydrant (main to vault) #: Size(s): 4 ' ❑ Land Altering O Cut cubic yds. 0 Fill cubic yds. CI Landscape Irrigation ❑ Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt 11: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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 1 80 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 6- Date application expires: Application taken by: (initials) 6 PLEASE SIGN BACK OF APPLICATION FORM 11/30 /110 ctpenuit.rtoc v vn_ ¢, , , ,wo 7 A :hY.�td `;i 404, .:. V.kty, F� T.K.4l"`.X`Ai BUiLDING OWNER OR AUTH R D AGENT: Signature: Date: 4 / -/ 1 Print name: pr 1A 14'�k• i r , , .� • f FF it:: 424 49, 1,07g, Address 1110 / / ?� , tr / City /State /Zip APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENCtytElf OR. IVI� EIGINEER • 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 11-13). 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) t 1/30/00 cfpermitdoc CI 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location f driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use on ly) easements 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. ❑ P 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 ❑ 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 Ianc) use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, 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. • y Y . eAshkkto,FC atilth . kyle . A k** 4A 4kk..t • *•k:F;F•k.AIi **A***.t* /44i:A.t 4** *.kk Akk KWIL A. A i,F .afA FAA kA3 FA. kA***• A F: t*• A,4,, Fk'***** l*A **k4,4:t*;F:Fti1c:Fh **;kk,F;t•A 1'i fal SM] T .r �tmbierlr. .R0J:01.04a: Amaiir a 7 .110 .2t.i UBl1 �()1, t) i4# • N yrnent .M �Ht`o .` .�:N CIt i4o'I t1o n: : M UL A 1 • ,1( AS T'v.uet, DE9PERri : DE: VEL PERMIT Pctr`:c�e1 : i o: 252 304- f),6 Addr.e .i: 1.1 SA XON • DR Total Fens 1 f• hi vmera 1,J.J0.25 Total ALL Pets: 1.828.99 Balanoes .UA *1t * *4 * * * **A *A* ** * * * ** * ** * *,t1 *st ** *' * **•a•* * ** *,t * * *•* ** ,t *A** ** ccaunl,, Coda. Oesr_riptior 00/322.100 BUILDING -. NGNr ES 00/3J'.904 STAT1::. BUILDING ` SURCHARGE Amount ' 1,105.'75 , 3 08114 97:L6 TOTAL 111.0.2.5 cif Nte k*er *4 *4_ * 4*** *i4, **A** 1r** ** r4***** '!t*:4 *:•l * *•.4kkh *.t• *:t**•kk k:4J4** * *:+ ** CITY QF` L!i�!ILA'. 1<A TRANSMIT ? * * **.% 4':** ArA4,1 4hk * ** * * * ** �1 ** 1 ** *** •h :4 *s** :k ** *k ** T hSMIT i'�:tiro ber� s R �F�� : 718 74 06'%26/01 :15 :29 • P; ayme;nb 'Met hod CHECK. Na L on:: MULNANNV 62 • In •i t: .J F D Per�n•i ` N Ut31 =i90 Type:: DEVPERM DEVELOPMENT PERMIT NC}C :52304 -90'63 e • Address 4 f 160 SAXON ' DR Total Fees.: 1 meat : 718.74 Total ALL Pmts: 718.74 #3u Fane.e.' 1,110.25 *** 44,i rdtst******* i h***** * *•k* **•A* ** *1C * * * * *k * *a *** ccoount,' Code:: Dosc:i^ i pti i on Amount ,00/Z45 ,::83 0: -PLAI4 CHECK — NQNRES 718.74 27;`) C'iAL. 7.0. i c. ; 'tt�;�1' } '.je;.� 5 1, ';t J `i go ,�';� ;i ∎Ate5,;q j fr koids tiiitwim? .?iKismri r ?{ i'i Project: Type of Inspectio — 1 Address. 11 60 SC,N-OIN Date called Special instructions: Date wanted: a. l 1 --9 -0/ p.m. Requester: �--'' �Xa Phone: (( Lc -CM - 10 2 40 X . Approved per applicable codes. COMMENTS: Inspector: • I£ INSPECTION RECOR ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'f Qc\l)CP: (' no - Plr Yt1VA - -�rt.l 4 TP Ir - fi ��s 1� v�• en n Ued ` 0 1 4 ()(11In 7W f I11^ 4Ot • Date: \° 901 t 190 PERMIT NO. (206)431 -3670 Corrections required prior to approval. ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rY :Miw tYJ 0..:v]`: :�;'.. t• Avf It ,. . vil v:o" ..4!".` Ay' .-,.. .1 ., ..,; „ . , j..4 rit $ " ;•'.-' At.' .4$•. o'keiet i.i':' .,-: 0..r. 54, + ' ", ,,, ',),"; •:',77, TT ) .. , ,....,7..; ,, i: , -I ••• j FINALAPP.FRM Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: City of Tukwila Fire Department LTt I) 1/ / Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ( (44... A ( Address /1620 511. ' Retain current inspection schedule Needs shift inspection Approved without correction notice - Approved with correction notice issued Permit No. N2/- /90 T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # q/ Dat Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) S75-4439 Project: rr IN L OS \CO) rhofmut Type of Inspection: S Address:. R \ 60 tSa 5.e-01,, Date called: 9-) -1-1- 01 Special instructions: Date wanted: 9 U -0 t m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD ` )b° I _ q Retain a copy with permit PERMIT NO. (206)431 -3670 t? COMMENTS: 4 S+ CI) 4 tr t 101 0 k v� � (r1 . (A W\ (e n C 'riQ 4 Approved per applicable codes. n Corrections required prior to approval. Date: is-d)+0 ;$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: �t� a'��.Ci/?d1'.'�3,:rik1`�tA d'� T.x r'�C:�dQH.T`/,.�.�"rFii,�:� ti �' , �' , Y 7 Y et` veil• t r•'�';{ �k l9 t -� °... �a k pr, , , �.' 1�{S_... �. i J�d;' wtr�). E.. kf..�ra�AS';� »X`'�l9�;G�. ??b.i 4 . +�i,•.Si;�lL%.vx:e`sks;� tr COMMENTS: 1 J 'irrAw\ t V% - a cot 7 ) F `v4 \ - - \ vvt t I- 4 e r 1 ,pc l t,v\ sOec`t- t 0►n Q -P«c\ +'"l1u1 r4 Vey r0 ri C)Crvpnc ypv , A .149: 1 1�PJw‘ 1� vs`� ,rew\e'(: n or, - t 1 ?y-c) A 0 ( P e n o I P r c rovne �e`c-C, n si r) \ \ 4 w `rto%C 1 t Y r')�1 1MI rnr)14PY r6wk sca ei (A)(V V.,. 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit Project: ('o +C O W kS 1e T f Inspectiqn: . Address: 110 o S a x c'i Special instructions: Date 774 Dat w ted ft; p Reque ter: r Phon _ S.. t 7 I __.. ( O Corrections required prior to approval. Inspector: Date: 9...„2.1 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: -,' °` "`.' Ty of InspeEio`'i it • .:Address: I �(an 5� tir LY' D to alle l yi l � D I . Special instructions:. D e a e �0( P.m. Re ester: `bci.vrut Phone: l t I ` .:,..,..., r.,. ewru, ?;a�•i+l:o,'�..a'Gir�t NSPECTION RECOR Retain a copy wit ti 'emu INSPECTION NO. CITY OF TUKWILA BUILDING•DIVISI 6300 Southcenter Blvd, #100;_; Tukwila, WA 9818 t 11x0 PERMIT NO, (206)431 -3670 )$ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto • Dater —i r 0) 47.'0 REINSPECT! C FEE R UIRED. Prior to i spection, fee must be paid 00 Southcenter Blvd., Suite 00. Call to sch ule reinspection. at ece' ' t No: Date: Pro' t: Type of Inspection: MY - c;,� x � xr - ..2 1 of Address: \ \Le0 O 264 t Date called: ,..- 1 l '" 7/1/101 Special instructions: Date wanted: a.m:,..) 1/ p.m. Reques P . l�! `� ( Lj \� (( / , /of7 Y INSPECTION RECOR Retain a copy with perm! .INSPECTI NO:. ITY OF.TUKWILA BUILDING DIVISION `6300 Southcenter Blvd, #100, Tukwila, WA 98188 4 SaiZzetil.Cafli111.1.BlitfitorrartuLluviv.f.4Vilwa.val;,p Lek !L1 1 e't�u�y Ea�F 3 •J- �o PERMIT Na (206)431 -3670 Approved per applicable codes: n Corrections required to approval. COMMENTS: -�- -� ,t". ✓vs 4 - n il 1. A 1 k ivy ell. 0■104 r( 3- 4- - 0 REINSPECTION FE REQUIRED. Priq to inspection, fee must be paid „af 6300 Southcenter Blvd., Site 100. Call t schedule reinspection. Receipt No: Date: ,Ri a;F ar,v.}w4:.k.i COMMENTS: "\ A r .. f). 6(Jf9 //Jvth A p ✓dV e /7/ ' /V)/ S / 7 7 - ID A, 6 izi.9 / A oy' e•A/ 0 I0.. - ro TrAPEO nfi R. (A//AM GciT// J ( A 9 g7 . 6t' le A,� 0 n 6 ;x/ 7 j) d / 1 /W & l/ e 4r 2 /VS / 74' ZIA Requester: ,a, P� "L Ph 24) r,"5 � (,l0 ^ / Proje� \ 9 Type �f Inspection: ho %r aG l c f Date 4 " Address: 'C' 0 0 i'-i • called • / , Sie is instructions: Date wanted: i ( � .•ai - ' m Requester: ,a, P� "L Ph 24) r,"5 � (,l0 ^ / . 1 . 1 . t . 1 3 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. _ : ' .CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 E] Approved per applicable codes. [ Corrections required prior to approval. Insp ctor: ) v! le C-4 Date: ` ' 61441) 7. 0 REINSPECTION FEE QUIRED. Prior to inspection, fee must be paid a . 300 Southcenter Blvd., Sy to 100. Call to schedule reinspection. Rec Ipt No: Date: !: A" t�+. is.' ��'.: y:: fY�i !2i.•Y'.n.d�It4�t�i ?Y�fr.SY:f �- Y7 "` ,,.� tS ''� rr��('3$ { 4 .A�� kf�:�t'!:.i���k�6. t�C�^' ?,. . Y� , K. up �� Pro'ett. Type of Ins! • tion: Ad re s: "' -� -, >> . Date calle.: „� j / 5 / • / Special instructions: Date wanted: /, b � � ,1 /m p a, Req � (� J 1 Z- 11ho ,f n e: Inspector: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION; RECOR Retain a copy with perm 74 l '461 To PERMIT NO. (206)431 -3670 a Corrections required prior to approval. Date: 7-o/ U $47.00 REINSPECTION rE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: �xwC' �1a��[ ?4i, 3; s` �' a "l+n'.,:?�"��.+'t;ic7`'�`at '. z��' ���F�r53a �� .hO"L•cl.Ci•6" I. ,.n din r1 ibl:�ai.••tlir ti�3ili.±�' •• di {�h inn. 2v: i!{. vAm' Ni7tiYYd :.9.:�uSt;,CN`1.•`!f:I.JSN' E} k: l+:: r.',: �t:!' f.:, i.^ ` >4`.3�i:Jo'Y'•l,o� "awMrit•t Pr ' ct ;_ CaS '.o �0�� Ty f Inspection 'Address: 1 0 sc xcY1 Or Dat cal ed: 4 f a . Spe • .instructions: z1 ;... � guester: DaJ z-7)of anted i 410 p• m- PI 2 S - S i OL--1 - 1 INSPECTION NO. • CITY OF TUKWILA BUILDING-DIVISION 6300 Southcenter Blvd, #100; Tukwila, WA 981 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit >D PERMIT NO. (206)431 -3670 Corrections required prior to approval. .% i $47.t' EINSPECTION REQUiR D. Prior to inspection, fee must be •aid at 6300 Southcenter Blv•., Suite 100. Call to schedule reinspection. Receipt No: Date: I: _0 'i'F C4' , ,,rFt4t+lAti W:ffT, dIi Proje _PA __, Typ e f Inspection: 0 t 4,- 4110 — eie- Address: 0 S4 /Oil P ate ca led: Special in tructions: -- Ti /1 44 P1'"47 &,e64/Gre.y Date way ........ a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 0 Approved per applicable codes. x .... Corrections required prior to approval. COMMENTS: AI t dh /it a Li- e 9 eer,d S1:1/ /7L1 toc...e Inspector El $47. 0 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1101&,10,Nledigie:= fre,6eiz/ 7c Z. 422 z e,46e— INSPECTION RECO .Retain a copy with permi Date: PERMIT NO. (206)431-3670 it4t5.0.4A)PA4,a4114-47.104 Agaiieg&lair,VA4-tr: 4A1 1 • . • .4.4_ , 6 0 co 0 • W 1/1 —1 W uj 0 g 5 u. 1 . 1 - 1 Z I— 0 Z • uj 2 0 0 = CI !— ILI I 0 — 0 • U) o 1- z Projec • _ t�'S 1 0 C- Type of Inspection: QL Address. • / / / set:" r .� Date called: Spec l instructions: Ora f pkes1' t , L .L ` � , Date w�a ed: c - ?,,e / p m Requ er: Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: #1.1 ?Jo /r7-)7 0 $4O REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ;L:^. • 3��% ��ib: 7:'` r�." w��+ l�A *aC�,11i�t�t�t�..6:�M�+' s"e� awv YEN' t:. ;{ �Xat3Ca .`4''.?�'A''rY7i W • 0 cow J = N u- w }} u_ Z C� I— w Z � Z O 0; 0 O C . 0 1-- w W ! 1_.. U L. O: 11 Z 0 N' , • ~ Z Proje5.-. 10,5 Type of Inspection: ite24-2•-.7.7). Date cal ',00 / / c /„/(V. Spe 'al instructions: Date wart i a.m. Requester: • Phone: INSPECTION RECORD( Retain,a copy with permil INSPECTION NO. ■ 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818i COMMENTS: In (206)431-3670 El Approved.per applicable codes. 4J Corrections required prior to approval. Date: $47.60-diNSPECTION FEE RE at 6300 Southcenter Blvd., Suitlill00. Call to schedule reinspection. Receipt No: Date: IRED. Prior to inspection, fee must be paid , Proj.e , / l S 0 pe of Inspection: ; L. Qc f / ;,y ' . ,_.," / /7 Ad re s• '1 /c/o i ..."'"'"1 Special instructions: t �� t * / l f . 30 Date wanted: li p(,(D, a.m Re uester. , �- . 4 Phone:. INSPECTION NO. INSPECTION RECOR Retain a copy with perm' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1;i per applicable codes. a Corrections required prior to approval. COM'NTS: 1 $47.00 REINSPECTION'f:EE'1f UIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 'Vi . A J : i +out i,R• � � .C: �r.,a PERMIT NO. 3 (206)431 -3670 ...411;,4:11;..1. .t ti5:i ='''' Sb.. z F=— w UO , NO: W = N IL w 0. LLQ cn = a z Z O IJJ D, O ▪ N CI W LU. - U — O lll U — _ O Pr jgct: Typ Inspection: T r i er; Dafe Gaffe : Special instructions: Date wan ed: I iQ 1 a fi. p.m.) Reg ester: , P, one:,., r INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. J Corrections required prior to approval. COMMENTS: 4 7) .0 - 7.‘ ,4 1-7, El $47.00 REINSPECTION E ' REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,, Suite 100, CaII to schedule reinspection. Receipt No: Date: 1 au, O .f •sisd�; «;xS' a`::i* e'k� a 'r�?rtsa�lSiF • (TE.40,2AA y 1 • Project Name ( ST ro PHA /z,m c 1 Address //6 )e A/2 - Suite # Frik ' r4 4 ` • I TN" -774 • • City of Tukwila Fire Department r -Retai-n—current -inspection schedule --- •Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: , Fire Alarm: Hood & Duct: Halon• Monitor: Pre-Fire: Permits: ; Pliit— )/OAIT Authorized Signature FINALAPP.FRM Steven M. Mullet, Mayor Permit No. 101 — 1 0 3/27/0 Dat • Rev. 2/19/98 T.. F.D. Form F.P. 85 ,g* Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 mwmommemmtImmegm COSTCO Tukwila,WA STRUCTURAL CALCULATIONS for Pharmacy June 13, 2001 Engineers Northwest 6869 Woodlawn AVE. NE Seattle, Washington 98115 EXPIRES 8 /28/02 1 PEtrwm JUN 2 0 PE ML;r C NTEh Doi -Aso Z Z . n e Q W M ` JU _ U O !. LU LU W O; LL ar — a ; z 1 Z 1- W U a : N ' Z ,U z ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 COSTCO - Pharmacy Codes 1997 UBC & SBC ,1999 BOCA & 2000 IBC UBC Seismic Zone 4, Ca = 0.66, R= 2.8 Joist LL (for maintenance only) = 10 psf SD soil profile - Source A within 2 km Joist DL w/ T -bar Ceiling SBC & BOCA Seismic Aa = 0.4, R = 6.5 1 -1/2" type "B" 22Ga. Dkg. = 1.9 psf IBC Seismic Cs = 0.416 at R = 3 8 in. Joists @ 48 " o/c = 0.6 psf Header #3 L = 5' -0" Headers #1 L =21' -0" #2 L= 19'-4" # 3 L = 5' -O" Posts 56' -0" Extent of decking Joists 8x1- 5/8x16Ga. @ 48" o c(typ•) Header #2 19' -4" PLAN Note:- 16'-4"- = wall numbering system Joists Coil 48" olc L = 16'-4" See calc.sht.# PM -3 w = (10 +5)* 4 = 60 plf R = 60 *(16.33/2) = 490 # ea. end Studs CrD 24" o/c L = 11' -10" See calc.sht.# PM-4 Loading #1 - P = 60 *(16.33/2) = 490 # , q = 0 psf Loading #2 - P = 20 *(16.33/2) = 164 # , q = 5 psf T -bar ceiling = 1.8 Misc. = 0.7 T.O.F. = 12' -6" Total = 5 psf Header #3 L = 5' -0" Total = 4 psf Direction #1 w = 152 plf, R = 1596 See calc.sht.# PM -5 w = 152 plf, R = 1469 See calc.sht.# PM -5 w = 152 plf, R = 380 # See calc.sht.# PM -5 L = 10' -10" P max. = 1849 # See calc.sht.# PM-6 Sheetl SHEET PM -1 OF Rev. 2/26/01 ~ w Wall DL w/ sheathing each side V 0 5/8" GWB each side = 5.6 psf ! CO Studs @ 16" o/c = 0.7 w f- . Misc. =0.7 co w` Total = 7 psf uj O Wall DL w/ sheathing one side u- ¢ 5/8" GWB each side = 2.8 psf N d Studs @ 16" o/c = 0.7 : H = 1 Misc. = 0.5 i-O Z Ozz Cl w l U N \ Direction #2 O . 11Z Lateral Directions U ILI f" z 2/26/01 Pharmacy • n ,.... t.r.::Y60ArJ' 'r ".i3•„ �,r•.. asii;' .'fu:;, Wall L V top Wall self -wt. V wall wt. E V 2 Diagonal Strap Tension # screws 3 Gross up 1 16.33 ft. 1.74 kips 1.35 kips 0.57 kips 2.02 kips 2.495 kips 6 1.46 kips 2 16.33 ft. 1.74 kips 1.35 kips 0.57 kips 2.02 kips 2.495 kips 6 1.46 kips 3 56 ft. 3.08 kips 2.65 kips 1.12 kips 3.64 kips 3.721 kips 9 0.77 kips Wall ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Codes 1997 UBC & SBC ,1999 BOCA & 2000 IBC UBC Seismic Zone 4, Ca = 0.66, R= 2.8 SBC & BOCA Seismic Aa = 0.4, R = 6.5 IBC Seismic Cs = 0.416 at R = 3 ASD Lateral 97 UBC R = 2.8 V = 0.421 W 4 Controls ( worst possible code case) 97 SBC & 99 BOCA R = 6.5 V = 0.154 W p = 1.0 2000 IBC, Ss =2.67, S1 = 1.8 V = 0.416 W for Site Class D Direction #1 w wt. = 5 *(16.33) +(7 +4) *(11.83/2) = 147 plf Direction #2 w wt. = 5 *(56) +7 *(11.83/2) *4 = 446 pif Try a 16 ga. X 4 in. wide diagonal strap Strap Actual tensile stress = 3.73/(4*0.0566) = 16.44 ksi Strap Allowable tensile stress = .6 *50 ksi = 30 ksi Sheet2 w Eo. = 62 plf w EQ. = 188 pif F 1 2 3 Wall Self DL x 0.85 0.58 kips 0.58 kips 1.81 kips Perp.Wall DL x 0.85 0.63 kips 0.47 kips 0.58 kips Sum Walls DL x 0.85 1.21 kips 1.05 kips 2.39 kips Net uplift 0.26 kips 0.41 kips 0 kips _ Other Seismic Zones ( Loads) V= 0.154W,Zone3 &Aa =0.40 Diag. Strap Ten. ' Net Uplift V = 0.281 W, Zone 4 & Ca =.44 Diag. Strap Ten. Net Uplift 1.663 kips 1.663 kips 2.481 kips 0 kips 0 kips 0 kips 0.913 kips 0.913 kips 1.361 kips 0 kips 0 kips 0 Max. uplift = 0.409 kips NOTE: 1.) Only 85 % of the wall & ceiling net. DL was used to resist uplift, misc. DL was not used. 2.) 1/2 wall wt. & wall self shear goes up & 1/2 goes down. 3.) Screws to be # 8- 18x1" HWH #2 or PPH #2 Screw shear value in 16 ga. Material = 344 x 1.33 = 457 # /screw • Screw shear value in 20 ga. Material = 164 x 1.33 = 218 # /screw The Allowable exceeds the Actual therefore the 16 ga. X 4 inch strap is O.K. 6 in. slab on grade 2.54 ft square required to resist uplift. Use 1/2" 1 all -thread embedded 4 -1/4" min. into 9/16 "4 holes in 6" Pc = 4 ksi concrete filled with Hilti Hit HY -150 adhesive. Provide "Special Inspection" per ICBO #ER 5193. Use Hilti Tension allowable = 3.42 x 1.33 = 4.56 kips Use Simpson S /LTT20 holdown allowable = 1.75 kips SHEET PM -2 OF Rev.2/26/01 Required # of screws @ 16 ga. diagonal strap = 9 Required # of screws @ 20 ga. end studs = 7 Required # of screws @ 16 ga. top & bot. track = 8 2/26/01 Pharmacy r era 'tat ..ar 1996 AISI Specification DATE: 2/26/2001 COSTCO - Pharmacy - Joists SECTION DESIGNATION: 800S162 -54 INPUT PROPERTIES: Web Height = 8.000 in Top Flange = 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Punchout Width = 1.500 in INPUT PARAMATERS INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0.0566 in Inside Comer Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in ALLOWABLE CEILING JOIST SPANS Uniform Load = 15.0 psf Deflection Limit = U300 0.75 Factor For Wind or Earthquake NOT Applied Bearing Lengths for Web Crippling: End Condition = 1.0 in Allowable Web Crippling and Shear Reduced for Punchouts ALLOWABLE CEILING SPANS - SIMPLE SPAN JOIST MECHANICAL BRACING AT: SPACING NONE MID Pt THIRD Pt 16 in 13'4" 24 in 12'0" 48 in 10'0" 8.000 in 1.625 in 1.625 in 0.500 in 1.500 in 18' 7" 16' 9" 14' 0" 22' 8" 20' 5" Steel Thickness = 0.0566 in Inside Comer Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi Punchout Length = 4.000 in 4.0387 in 5.7357 in ^4 1.3974 in^ 3 3486.45 Ft -Lb P11.3 . • . • ' • ' • . . . , • 1996 AISI Specification DATE: 2/2612001 COSTCO - Pharmacy - Studs SECTION DESIGNATION: 362S162-33 INPUT PROPERTIES: Web Height = 3.625 in Top Flange = 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Punchout Width = 1.500 in INPUT PARAMETERS Overall Wall Height = 12.0 ft Lateral Load = 5.0 psf • 0.75 Factor for Wind or Earthquake NOT Applied • Studs Mechanically Braced at Tabulated Intervals ALLOWABLE LOADS (lb) BRACING MID Pt THIRD Pt 48 in SHEATH 2 SIDES DEFLECTION INPUT PROPERTIES: Web Height = 3.625 in Top Flange = 1.625 in Bottom Flange = 1.625 in Stiffening Lip = 0.500 in Punchout Width = 1.500 in OUTPUT PROPERTIES: ALLOWABLE COMBINED AXIAL AND BENDING LOADS Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0.0346 in Inside Comer Radius = 0.0764 in Yield Stress, Fy = 33.0 ksi Fy With Cold-Work, Fya = 33.0 ksi Punchout Length = 4.000 in SPACING 12 in 16 in 862 761 1266 1134 1266 1134 1612 1439 L/1004 U753 24 in 575 895 1131 U502 Steel Thickness = 0.0346 in Inside Comer Radius = 0.0764 in Yield Stress, Fy = 33.0 ksi Fy With Cold-Work, Fya = 33.0 ksi Punchout Length = 4.000 in 1.8425 in 0.5512 in^4 0.2918 in^ 3 480.46 Ft-Lb Maximum KUr 117 99 99 99 PM 4- j 1996 AISI Specification DATE: 2/26/2001 COSTCO - Pharmacy - Headers SECTION DESIGNATION: 1200S162 -68 INPUT PROPERTIES: Web Height = 12.000 Top Flange = 1.625 Bottom Flange = 1.625 Stiffening Lip = 0.500 Punchout Width = 1.500 INPUT PARAMETERS Deflection Limit: 11360 0.75 Factor for Wind or Earthquake NOT Applied Member Configuration: (2) BOXED MEMBERS Allowable Shear and Web Crippling Reduced for Web Punchouts End Bearing Length for Web Crippling = 1 in Flexural Bracing: 48.0in TOTAL ALLOWABLE UNIFORM LOADS (lb /ft) Without Web Stiffeners INPUT PROPERTIES: Web Height = 12.000 Top Flange = 1.625 Bottom Flange = 1.625 Stiffening Lip = 0.500 Punchout Width = 1.500 OUTPUT PROPERTIES: With Web Stiffeners 1833.7 Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) In Steel Thickness = 0.0713 in Inside Comer Radius = 0.1069 in Yield Stress, Fy = 50.0 in Fy With Cold -Work, Fya = 50.0 in Punchout Length = 4.000 ALLOWABLE UNIFORM LOADS SPAN LENGTH (ft) 5.0 19.3 236.2 184.2 in in ksi ksi in in Steel Thickness = 0.0713 in in Inside Comer Radius = 0.1069 in in Yield Stress, Fy = 50.0 ksi in Fy With Cold -Work, Fya = 50.0 ksi in Punchout Length = 4.000 in 6.2567 in 19.5179 in ^4 2.9530 in" 3 7367.74 Ft -Lb P M -5 1996 AISI Specification DATE: 2/26/2001 COSTCO - Pharmacy - Posts SECTION DESIGNATION: 362S162-33 INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in INPUT PARAMETERS Overall Stud Length = 10.83 ft 0.75 Factor for Wind or Earthquake NOT Applied Member Configuration: SINGLE MEMBER TOTAL ALLOWABLE AXIAL LOADS (lb) WEAK AXIS BRACING NONE THIRD Pt 48 in INPUT PROPERTIES: Web Height = Top Flange = Bottom Flange = Stiffening Lip = Punchout Width = OUTPUT PROPERTIES: 3.625 in 1.625 in 1.625 in 0.500 in 1.500 in Effective Section Properties, Strong Axis Neutral Axis from Top Fiber (Ycg) Moment of Inertia for Deflection (Ixx) Section Modulus (Sxx) Allowable Bending Moment (Ma) Steel Thickness = 0.0346 Inside Comer Radius = 0.0764 Yield Stress, Fy = 33.0 Fy With Cold-Work, Fya = 33.0 Punchout Length = 4.000 ALLOWABLE AXIAL LOADS MAXIMUM CONCENTRIC LOADED KL/r LOADING THROUGH WEB 211 534 90 90 1960 1857 >189g 397 1031 1003 in in ksi ksi in Steel Thickness = 0.0346 in Inside Comer Radius = 0.0764 in Yield Stress, Fy = 33.0 ksi Fy With Cold-Work, Fya = 33.0 ksi Punchout Length = 4.000 in 1.8425 in 0.5512 in^4 0.2918 in" 3 480.46 Ft-Lb pm.6 • K & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 13, 2001 RECEIV D c ommuNrry SEP 2 7 2001 DE VEL ENr CosTco C/O MULVANNY /G2 ARCHITECTS 1110 1 12' Avenue NE, Suite 200 Bellevue, WA 98004 Attn: George Levinthall RE: Special Inspections Costco Pharmacy Remodel (JN 93 -044F) - Tukwila, Washington Dear Mr. Levinthall, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on September 5, 2001. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, AWS D1.1 98 and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC TES, INC. WBT\ pc William B. Throne Auburn Division Manager Pacific Northwest Division CC: BARCLAY DEAN CONSTRUCTION CITY OF TUKWILA Offices Serving The Western United States 1501 — I5'h Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 KA No. 066 -01150 01150 dn.dlk " _ �"',. •: "u kll�tw�.iiYl>.!! k: eh,�tr:Fa 1,h:un h: �a� =�9 a;- K.iK:, z,, aK✓.<.tz;. ":`;, }'r:.:. L, I<razan & A hociates, Inc. (it (ill ( 1INI(AI f:N(,INI1II'l(, • ENVIk( )Nh11 "1IAI EN(iINI1 RIM , ( Wilt iN El'.1 I(u,nr)u INSI'I(•1If DATE: A IIEpr 2e3a1 PROJECT 066 PROJECT: epsreo P /M,t/N* - LOCATION: 1160 •54)co, b . - 71.1 rc•/L4 KRAZAN PROJECT MANAGER: Wer E HIGH STRENGTH BOLTS ❑ A Skidmoore test was performed on the ❑ A325 CONTRACTOR: 84 IA ,f Ate&) I.O.R.: S. /241m05 PRESENT AT SITE: COPIES TO: WEATHER: h./ram/ZS TEMP: n A490 I ANCHORS 4231 Foster Ave. Bakersfield, CA 93308 (805) 633 -2200 he bolts DID / DID NOT meet the required Ibs. /ft. tension. % of tension at the following locations: To the best of my knowledge, the abov Superintendent /Representative: 25418 74th Ave. S Kent, WA 98032 (253) 854 -1330 ❑ Proof Load -inch 0 bolts wit Technician: 215 West Dakota Avenue Clovis, CA 93612 (209) 348 -2200 FILE COI''! DSA F'' ' Nil. No. OSHPD No. Permit No DG) ;1 9 1 ) owing torque readings: Ibs /ft. lbs. /ft. •s. /ft. lbs. /ft. lbs. /ft. Average torque reading: •s. /ft. tension. ❑ High strength bolt inspe as performed on the -inch 0 bolts at the following locations: ❑ Torque Test I Epoxy total -inch 0 bolts were torque tested to Ibs /ft. tension at the following locations: ❑ % of total anchors were load tested to Ibs /ft. Visual inspection was performed on YL ANCNc?/z 1 /c n. S /Mssc , SA.rr A/ crit ►r7LS cF A)t P/1w/tm 9e ty ) G210 7 LADE Pt7L D 550 Parrott St. #1 San Jose, CA 95112 (408) 271 -2200 Eii NOTES El DISCREPANCIES ❑ % COMPLETE soz. v/A- 7Lhei &-p H*i DA egrA5- y • DLL 64.4%-i612- Cal" "fix). 1tG21.4uteDo 3 a TiS/A� megaS ttrege rs r P#022. &icy Josnblt nnOs C PVxv usE» WS M /L77 ►sir �94./sv AS .Pe /F/4- AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. 123 Commerce Circle Sacramento, CA 95815 (916) 564 -2200 Z W 6 O 0 co O LU J N LL W !L 2 • d ▪ W Z = t`- H 0 Z I- W • W 0 O (1 O 1 - W ui F - U. - O Z W • N H 0 Z • 09/24/2001 09:36 2539392556 Kr azan & ASSOCIATES, INC. August 24, 2001 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION COSTCO C/O MULVANNY /G2 ARCHITECTS 1110 112' Avenue NE, Suite 200 Bellevue, WA 98004 Attn: George Levinthall RE: Special Inspections Costco Pharmacy Remodel ON 93 -044F) - Tukwila, Washington Dear Mr. Levinthall, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on August 16, 2001. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOC TES, INC. WBI1 pc William B. Throne Regional Manager Pacific Northwest Division cc: BARCLAY DEAN CONSTRUCTION CITY OF TUKWILA KRAZAN KA No. 066 -01150 RECEIVED SEP 24 2001 BUILDING DEPARTMENT Offices Serving The Western United States 1501 -15' Street NW Suite 106 • Auburn, Washington 98002 • (253) 939 -2500 • Fax: (253) 939 -2556 PAGE 02 a1 SOdtaoe ifuz''9:5C:.9t "{it , 4 nvcnwe,r.,kn,.w.. ..�.+eu.r. nrrm.,.....w+..VegrsCat➢ 09/24/2001 09:36 2539392556 a1. & / sociates, Inc, DSAFiieTh Jo. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J6 AUG LLST 20 o PROJECT& - 0 /10 PROJECT 52 1.4 rHrrtrlt Cos O LOCATION: , 1 160 SAX ohl D R- KRAZAN PROJECT MANAGER: nt■l 5 t rE A 5 REG I,r+r S i E77 8't TH E CbIJTRKIC oTz- pTL V 1 SL.tgL 01SERVftT /o).) grab VARl t=t CATto)4 Ott JNSn L- L#TloIJ o HOLD - 00cso ,) Plpl`TS POP, TE MP 1Zf- PHARMK a F' J-iOLE C L KRAZAN OSHPD No. Permit No. CONTRACTOR: rn_t ID).02fJ r I.O.R.: rasti'7 1-113-." PRESENT AT SITE: BA AR COPIES TO: Tu KWI L? WEATHER: CLo uak PAGE 03 TEMP: 57 4_ •=4 Ye. - CEP LE 764'0 LVA •AN+tn DY £ 9C., g R-AM Et ANfil . (-) 1/2 x (o" ALL 7 e- 1 11' /50 EPo% ( Flt 4CED ■ LL i. C. wA ) 1.15 Alto ?o44r 7Zb AIrYv /Evs FvLL Co✓tYZACi OP £AJrip r; . ePrtt o P A Tffles9 n • 1 /1 •G _ As ' 44.44 "i 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348 -2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633 -2200 1025 Lone Palm Ave. Ste. 26, Modesto, CA 95351 • (209) 5724200 545 Parrott St., San Jose, CA 95112 • (408) 271.2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564 -2200 Fit E COPY 226 N. Sherman, 3rd. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E, Ste. 3C, Poulsbo, WA 98370 13434 N. E. 1776 Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 RECEIVED 5E r' c 4 ZUU1 BUILDING To the best of my knowledge, the above CPWAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: • (909) 549 -1188 • (253) 939 -2500 • (360) 598 -2126 • (425) 485 -5519 • (360) 254 -3200 �.�iy +. "'i.'�'Sk �I d+, �1 TYgb�s� n, � n�y.y S.;M^irSn; ;;. "� \ "s;'�k.. er , sA' . r;��;ti" . "i;!�r,gi^^:urisi j�s;,+.�!?4 "�3k �;ru�IF.j+i �� ENGINEERS NORTHWEST INC. P.S. FAX TRANSMISSION COVER SHEET DATE: 8/27/01 TO: Barley Dean ATTEN: Barry RE: Costco Tukwila Temp. Pharmacy NUMBER OF PAGES (COVER SHEET INCLUDED) Here are the revised plans and sections. Dale Kaemingk PE DALE KAEMINGK PE 206 -525 -7560 EXT. 38 email: dalek @enwseattie.com ENGINEERS NORTHWEST, INC. PS. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N.E., SEATTLE, WA 98115 PHONE (206)525 -7560 ___ _---FAX-(206)522-6698 • • • E/E 30Vd :wvo5:6 [o-La-onv `•9699aa590a Po ,4q0 RECEIVED AUG 27 2001 BUILDING DEPARTMENT !1S3MHIUON Sd33NIJN3 :h6 JAN COSTCO TUKWILA $w . b. • . � c � . I .o %;. At?' • 21•'U 4 , ' � �, S c 0 1 STfV 4 . ' S k ONAL• r . • r OWN: B. PATEL -' G'D: B.R. 1 . TEMP. PHARMACY FRAMING PLAN J09 NO 87023201; - DATE: 8 -27 -01 r rm. SHEET: S 1 ENGINEERS NORTHWEST, INC. 8869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 4 EXPIRES 7/26/ _ IX A -1 E/Z SQV !INv'6P:6 1Q-a-Jflt' HDR. s II II II JL a PER ARCH. jHDR. DTL. 0-0 TYP. _ — DOUBLE STUD 0 WINDOW TYP. �-- HDR. TYP, 8 x 11 x 18GA. 0 18 "o/c 8 -1 BRAKE C. OF HEAgER TEMPORARY PHARMACY CEILING FRAMING PLAN PLYWOOD RE EC; . MO 27 20U'I BUILDING DEPARTMENT 1.) cgo USE DECKING OVER "PHARMACY." OR 'VAULT" OR "STORAGE ROOM BELOW FOR STORAGE OF ANY KIND. 2.) WHE BRAND ADHESIVE ANCHORS ARE CALLED OUT DO SUBSTTE OTHER GRAND ANCHORS WRHOVT WRITTEN APPROVA RU E.N.W. NOTE: QL1LX ANCHORS WITH CURRENT CODE APPROVED VALUES WILL BE CONSIDERED. •`1S3MH1a0N 8d33NION3 :A8 1N3S 4J0,14, uifi .1..s3.n'ti mS+;.L z44 4.;ik Z S '133H5 5 L1.96 NOJ '3111V3S '3'N '3AV NMVla00M 6999 'ONI '1S3MHIHON StI33NI*N3 '10 /9Z /L S3HIdX3 r n�1'►bNnlss , , , •t*, .1 o ' " 4 _ t ` . I I ' '' 1 \ 1 . Ot ' I. — 8 N 011.03 S V I. — V N O I103 S 10 -LZ - 9 :31VO Z LOZEZOL9 :ON 9or Y1IMNfl.L 00.1.900 18 :G.9N3 131t/d '9 • NMO z 0 5 m -1 0 1 M m 63 8 . 0 c � m —I z o -1 2 Z m -+ c� > "n r_ O m N M a i 0 c c �. z D z tAU, n SENT BY: ENGINEERS NORTHWEST; 1N3INIEIVd80 3Nl01In8 laaZ L Z 0nV (213A13031:1 13NNVHO 080 .11 °1. 0 YOMArg 2130v3H 'VJ91x1ixZl - 2065226698; .0 - .1 - ■1 NOIiO3S 00 .9 • SM380s /M :ONIHIV3HS TTIM '8'M'0 11V130 JO 30891V9 2104 l -Y 1101103S Mid aid V09Ix �x £ .9 -1ZI I-V NOIJ.O]S 13NNVH0 0210 .f I 'H3dV li3d 911IH1V3HS 'HORN 83d 0NI1130 °. I O 1S101` 'V09 ix1 ix9 / M li OOOMAId 1SIOr'V3 O 11 1 • MMiOS - AUG -27 -01 9:49AM; PAGE 3/3 00.9i • pus 'VOOLX ix5t ONS 140Y3 0 SM 3S -f )i0Vkil '1N00 91 .Z1 . o - 9 N 0 15 ;ACTIVITY NUMBER D01 -190 DATE: 06 -26 -01 PROJECT NAME: COSTCO (PHARMACY) SITE ADDRESS: 1160 SAXON DR SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Bui irig Division 11 1 1* 2 4 - r)1 Public Works Please Route Approved TUROUTLUOC srrl PLAN REVIEW /ROUTING SLIP ‘1L Fire Prevention 4WG & Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: Structural Review Required Approved with Conditions Complete [1 Incomplete n Not Applicable Comments: No further Review Required REVIEWER'S INITIALS: DATE: Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT COORD COPY Planning Division rlk (p2%) Permit Coordinator DUE DATE 07 -26-01 DUE DATE: 06-28-01 n _... ,e'r ,;iid.:S �'. i',i4: ;�l'•c4. 'S'i. . c:i ';C ?i ::;�' ::r:i , z • w : oc 6 6 �. U0 cn w I t- w SP_a w 1- _ z � w� • w O • N w w 1- F u. 0 . ..z w O ~ z \' ACTIVITY NUMBER D01 -190 DATE: 06 -26 -01 PROJECT NAME: COSTCO (PHARMACY) SITE ADDRESS: 1160 SAXON DR SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works Comment: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) • n Complete /j Incomplete TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: Approved V'RROOR.00c Soy, PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structur I view Required Approved with o ditions CORRECTION DETERMINATION: Approved with Conditions n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 06 -28 -01 Not Applicable No further Review Require DATE: DUE DATE 07 -26-01 Not Approved (attach comments) DATE: 7-- Z4 -Zee) DUE DATE Not Approved (attach comments) DATE: r `"Ax'f.+:' `04nii'74:im.10.4 :,:N,e,xi:' ,' ,-.4 t ?rwtday .4t4+� PERMIT NO.: I 190 BUILDING PERMITS INSPECTIONS 0 00001 Progress Inspection Status 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab/Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall 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 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 0080/ Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls El i00900 Suspended Ceiling Q/ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire ❑ 01700 Final - Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete Q 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: Ccc 4- NARMA CONDITIONS V 001 No changes to plans unless approved by Bldg Div 010 Special inspection required, notify Bldg Div 011 Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishmentimust have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected Ile 0027 Validity of Permit [ 0 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall [] / 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC 0041 Ventilation is required for all new rooms & spaces -\000 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ge 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" Plan Reviewer: Permit Tech: O Date: 7 24-_ zoo t 'j,2 1 Date: l :tica4§,WdiZeAtiTh :0' 41. 011.371e ACTIVITY NUMBER D01 -190 DATE: 06 -26 -01 PROJECT NAME: COSTCO (PHARMACY) SITE ADDRESS: 1160 SAXON DR SUITE NO: 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 Please Route I Comments: TUES /THURS ROUTING: PLAN REVIEW /ROUTING SLIP Structural Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved wit Conditions Not Approved (attach comments) REVIEWER'S INITIALS: `✓ r 'I? DATE: /G�D� 1 CORRECTION DETERMINATION: Approved ri Approved with Conditions REVIEWER'S INITIALS: M Fire Prevention • Planning Division Incomplete n Not Applicable Permit Coordinator No further Review Required DUE DATE 07 -26 -01 DUE DATE: 06-28-01 DUE DATE Not Approved (attach comments) ri DATE: ACTIVITY NUMBER D01 -190 PROJECT NAME: COSTCO (PHARMACY) X Original Plan Submittal DATE: 06 -26 -01 SITE ADDRESS: 1160 SAXON DR SUITE NO: Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: Approved VRNOUII.00C SAN PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required ct4C- APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 06-28-01 Not Applicable No further Review Required DATE: — ZCl DUE DATE 07-26 -01 41? n Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: • ;ICi.t.. 4.4414.1t,,t,t4,4,4*stuakt, ii;t4=s'Ss41,04tl ACTIVITY NUMBER D01 -190 DATE: 06 -26 -01 PROJECT NAME: COSTCO (PHARMACY) SITE ADDRESS: 1160 SAXON DR SUITE NO: 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 Incomplete n Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved V RROU1LDOC SPr) PLAN REVIEW /ROUTING SLIP n • Fire Prevention Structural Approved with Conditions REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE 07 -26-01 n DUE DATE: 06-28-01 Not Applicable n n No further Review Required M DATE: cat, . 2. ,Fr - oI Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: a CxF•tti, "r:� k3i cY:�i' zw.+.`;. ziiaii�! x+4ts:w�:,ti.H.�;:.kS. r. z re w J 0 00 w~ U) u.. w < . co = W ' I-_ Z �. F-0 Z I— 11J uj O - C2 • O I- ll u u. O .. Z. w 0 z AUG -13 -2001 08:59 I � r I — - • DEPARTMENT OF LABOR AND INDUSTRIES ' REGISTERED AS PROVIDED BY LAW AS CONST• CONT. GENERAL • • t t �y- .. t` .0 t:' F7A e: f. , �/2�0'D11:s . . .. y } ) CL .e,:. •.. a...�: y , r' „ l it • • BARCLAY . CONST SRVCS •INC ' $15'0 "VILLAGE; DR ;SE .STE . 2 00 ` •• B tJE ELLEV WA' : 98006 • •• F611- 052.00(1(8/97) ^ry • • 14 k I f625.052.000 (8 /97) . • Detach And Display Certit c.arc REGISTERED AS PROVIDED P.Y LAW AS CONST CONT 'GENERAL : t REGIST #" : EXP . DATE • 12/•37:':/2001:: E`FEC'I'I DATE l ' BAR(C AY,aDEANr CONST:'�t�S1�VCS ^. INC:: ,� .51 0 • VIL40E ,,a xs : p4• : } BELLEV S'I'Et` 200 UE� WA= ;;r • •J.JJ 't /..:�. . • J:I: ti. . Siy*natuzc . • .I ._ • .. .. . ..... • Issued bi DEPARTMENT OF' LABOR AND INDUSTRIES; P.02/02 Please Remove And Sign Identification Card Before Placing In Billfold TOTAL P.02 foot fied::::Contac ;:Per::sor: Need Current Contractor Registration Card: Yes Need to Enter Contractor Information in Sierra: 1i Yes ; i ;r 41'_ ::. +§:_.. J,. xs. w.. :..:�wSte3:�:Y:wuiG�:4<.��•..i �..�.sr j4lir. .�<.t�l Vi °. ,rty3.��r.:wtu:?l:i.4i Af1: 044 . rl�aitr�l'. 7 u;4: ^ ;{4'` ey�s;st` C 11W1' WHOL 1 16 0 SAXON DR. TUKWILA, WA. 98188 INDEX OF DRAWINGS GENERAL NOTES SITE & BLDG. STATISTICS _. ARCHITECTURAL 7511 TITLE SHEET T'52.1 ACCESSIBILITY 6UIDELME5 DNA DEMO PLAN 811 FLOOR PLAN 851 ..... FLO ..n -EGTED CEILING PLAN, INTERIOR ...IA AS2 ELAR6ED FLOOR PLAN PRODI.I:E COOLER 86.1 DOOR, WINDOW 6 ROOM FINISH 5CHEDULES/DOOR E WINDOW TYPES 89.1 INTERIOR DETAILS STRUCTURAL 5 FRAMING PLAN 6 SECTIONS MECH / ELECT. M-I MECHANICAL -HVAC PLAN M-2 MECHANICAL ENLARGED FLAN 1 DETAILS E-I PHARMACY LISHTIN6 AND POWER LEGEND, PARTIAL Oi. LI. AND FLOOR PLAN R1EF> RTION R-I ffi2 PARTIAL FLOOR PLAN: POINT FL 5ALE5/FRESfi PROGRAM P R -2 PARTIAL FLOOR PLAN: ELECTRICAL R. EL.CTmc,N_ SGFEDJLE R-4 PARTIAL FLOOR PLAN: PLIMI31. R-5 PARTIAL FLOOR PLAN: LIQUID LINFS - R4 PARTIAL FLOOR PLAN SUCTION LINES R-"/ R59RieERAnON ,...5...E R-8 DETAILS FIELD VERIFICATION AND GOORDINATIOW I. CONTRACTOR SHALL INCLUDE AND PERFORM ALL DENIOLMON WORK REQUIRED TO ACCOMODATE NEN WORK 2. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORNK AND MAO. REQUIRED WN6 W L{nON WORK AND UNTIL ..4 WORK 15 IN PLACE. 3. U I E55 DETAILED OF SCHEMED OTHERWISE, Aid AREAS AFFECTED BY DEMOLITION WORK SHALL BE PATCHED AND /OR REPAIRED TO MATCH EXISTING ADJAGE,T SURFACES Aft FINISH. REPAIR AA TED ARM. AS REGU1RFD TO RECEIVE N131 WORK 4. PROTECT ADJACENT 9A2FAGE5 NOT..HEflULED FOR OEMOL{nON. 5. CONTRACTOR TO VERNFY ACCURACY AND EXTENT OF CONDITIONS PRIOR TO BIDDING DEMOLITION WORK MOWN ON TIE: DRAWINGS. 6. COORDINATE WITH OWNER ThE SALVAGING OF ANY MATERIAL. BUILDING DATA: EXIST. WIWI. AREA 204 ,220 S.F. e L � ))) � I 1IIr� V 1 1 1 ! � � I „ ' ! I U I J .� I l pl 1 1 I n �0f�� � �y�7 / I {®/ - , l -?- a 4 � I I III (I 1 : 1 QIl I i I I L I 1 a - , p < A -� III 1 j II �, .,1 3ctll II �, ail II 9 8. a al I• a / ?" ` .sue �i�Ta3iInu,i„ I S 4 a 1 p-I {- I;}}I-; I *, 0 l U/ 6, ,, OEM / 84 U fTl - ��/ an / / ' / / / / / / I NOTES, EXISTING _ ... ..... CONDITIONS TO BE FIELD VERIFIED. /. SCALENTS. F. � ° 8 8 V © PROJECT DIRECTORY OWNER COSTCO WHOLESA LE 999 LAKE DRIVE ISSAQUAH, WA 98027 ph. (425) 3136704 ARCHITECT MILVANNY G2 ARCHITECTURE 1110 - 112TH AVE. NE SUITE 500 BFI1EVUE, WA 95004 ph. (475) 4632000 PRO.ECT MANA6ER:THOMAS HUH MECHANICAL/ELECT. r8. Inc. ENGINEER 830 N. RIVERSIDE DRIVE, WITS 200 REITON, WA 98055 CONTAC) 24 T:DO 20 2 SCO CONTALU6 TT CONTRACTOR BARCLAY DEAN 00N5TRUC100 SERVICES 46231TH AVE. SOUTH SEATTLE, WA 90208 ph. (206) 662-5223 LOCAL CONTACT:ROBE, GAN. REFRIGERATION /2 / 2 IS NPN AVE. SOUTH LOCAL CONTACT:TROY SANFFORD _ - lr � -- ' = m :: ®,.../L / e se It' I 1 - l i"D ,_ • I L 1 — ®' \ oP.� Fir I :; � 1,� � O I ( \ 1 \ ." U I I I� I I I I I I I i I I I Ily • .., " .I o� `.. I / I SCOPE OF WORK T \ - t y' _ , I. EE&: LOCATIONG CENTER WITH NEW PHARh1ACYhEARIN6 CENTEf NORTH ABBREVIATIONS LEGEND OF SYMBOLS VICINITY MAP AWLS ACOUSTICAL EXP. E,ANSION M.H. MANHOLE S.G. SOLID CORE ADJ ADJZTABLE, ADJACENT EXT. EXTERIOR MIN. MINIMIM SET. SHEET ALUM ALUMINIM FD. FLOOR DRAIN MISC. MISCELLANEOUS SIM. SIMILAR ANOD. ANODIZE) FDN. Fd1NDATION M.O. MASONRY OPENING 5.10. SPPLIED E INSTALLED BY APPROX. APPROXIMATE FF FACTORY FINISH MR. MOISTURE RESISTANT CONTRACTOR BD. BOARD F. FLAT AD SCREW KILL MULLION 5.10. SUPPLED 6 METALLED BY OWNER HE BLDG. BUILDING FL. FLOOR MTV. MOUNTED S.I.V. SUPPLIED 6 INSTALLED BY VENDOR ELK BLOCK F... FURNISHED 6 INSTALLED MTG. MOUNTING 60.IC. SUPPLIED BY OWNER BLK'6. BLOCKING EN OWNER N I.G. NOT IN CONTRACT INSTALLED BY CONTRACTOR BM BEAM F.RP.P. FIBER REINFORCED PLASTIC NOM. NOMINAL SPECD. SPECIFIED . E. T. BOrOM PANEL(5) NTS. NOT TO SCALE 50. SQUARE , SANITARY Y� STW BETWEEN A. FT6. FOOTING O OVERALL 55. SERVILE SINK SE CB CATCH 6A. 6A ON. ON CENTER STAINLESS ST EEL G.I. CAST IRON ON ^6,..V. 6 . 6ALVANZED OH. OVERHEAD STD STD. STANDARD G.I.P. LAST IN PLACE 6.1. GALVANIZED IRON OP'6. OPENING STL. STEE_ GL CENTER LINE, CLFAR, 6LP GYPSUM LATH 6 PLASTER OAP. OPPOSITE STRICT. STRUCTURE, STRUCTURAL CL6. CEILING G. GYPSUM WALLBOARD, PM. PARTITION 5.P. SUSPENDED CMU CONCRETE MASONRY UNIT GYPSUM BOARD P¢R PERPENDICULAR SYS. SYSTEM COL. COLUMN H.B. HOSE BIBB PL. PLATE, PROPERTY LINE T TREAD, TOP GONG. CONCRETE HG. HANDICAPPED PLASLAM. PLASTID LAMINATE T68 TOP 6 BOTTOM CONE. CONTINUOUS HM. HOLLOri METAL PLYIND. PLYWOOD TEL. TELEPHONE LONSTR. GONSTRCTION HORIZ. HORIZONTAL PLE6. PLUMB. TEMP. TEMPERED CO 0 CONTRACTOR HT. HEIGHT FNL. PANEL, PANELING 1 TON61E 6 GROOVE G. CERAMIC TILE HTR HEATER PR PAIR T.6. TEMPERED GLASS .T DBL DOUBLE INSUL. INSULATION PROD. PROJECT TYP. TYPICAL DEL. DETAIL )TUTS. JOINT,JOINTS PRV PREaS,RE REDUCING MIL. L?ILITY' D.F. DRNKIN6 FOUNTAIN L. LONG, LENGTH VALVE UB.C. UNIFORM BUILDING CODE DS. DOVWSiPOUI' LAM. LAMINATE, LAMINATED PT. POINT V.G.T. VINYL COMPOSITION TILE MI.. DRAM. L.F. LINEAR FOOT, LINEAL FOOT Q.T. QUARRY TILE VERT. VERTICAL E4. EACH LIG. LIQUID QTR OIARTER IN/ WITH EF.S. EX'EROR WILL ¢ S. SYSTEM MS LIGHT WEIGHT R RADIUS W/O WITHOUT U.F.s. E.IFS. NNSUTATION MA MASONRY RD. ROOF DRAIN WD. WOOD WOW FlNISN SYSTEM MAX. M R.L. AIN LEADER . IND FIN ELEV. ELEVATION, ELEVATOR MBE. METAL ETAL XIMU BUILDING SUPPLIER RECD. RECEIVED 00 WP. WATERPROOF ELEC. E ECTRILAL NECH. MECHANICAL REF. REFRIGERATOR A.R. WATER RESISTANT ENCL. ENCLOWRE MF_ZZ. MEZZANINE RENF. REINFORCING AT. WEIGHT EQ. EQUAL MTL. METAL REGD. REQUIRED KAM. WIELDED WIRE MESH EXH. E.A.T MFG. MAKI,,URING R.O. ROUGH OPENING WALF. WELDED WIRE FABRIC EXIST. EXISTING MFR MANUFACTURER SCHEID SCHEDULE YD. YARD DRAIN 1• DIMENSION INCANDESCENT 0 GYPSUM BOARD NORTH ARROW DOOR MARK L 1 GHT F 2 XTURES - 40 Mil y � y eW 2101 St o ar+ CWE - REFER L. TO SC HmpLE 14 WINDOW MARK DETA { L E T rlu ton S CREEN /LOUVER 3 2 MARK 8 ' sxEET DRnxMr ROOM MARK WALL SECTION ROOM -'ROau T.I. OErAIL Ios xTIFlrArlw 200 — w Ro MASER © SHEET MERE ORANN O dIO__ i P RE or wswm I COMPETE cOxcRErE mum wow. s -ru0� EAR. � _ FEZ! IT., CH .. wUwrc6 GRAVEL GRADE ELEVATION ® RECESSCO PLASTER s LATH S w F INI SH OWE nu OR BRICK EKlsrlx GRACE Li i FLUORESCENT = L I GHT F I XTURES ® rLrxaoo RIGID INwLArlw ® ACDESS RANEE REVISION ® SUPPLY DIFFUSER NW DATE I...TIM SPRINKLER MAIN ® MOO NEWER MS 3AV VO4,100 S. a w 1 - 1n6 �, wrixLat - BUILDING SECTION DETAIL IDENTIFICATION '0` SHEET SHEET WHERE DRAM - PROPERTY LIN 0 R ETURN R GRID BLOCKIN D MOM R li SAXON DR �� CO LUMN WOOD FENCE QS SPEAKER WA FINISHED ROOD 05D WOKE DETECTOR 1 \ FINI sTrcAL rULE ELEVAT ION V DETAIL lover IE larlw sxFer WHERE D RnwH 5p SHED FsUr slcx C ONTOURS ® SPIN rxL STEEL • ER xEw -' . WORK, C ONTROL — _ EXISTING , ALwI20 x ! ` 4 J CONTO sPR11xLER rim bt FL. OR D P0 NT LANDSCAPE �.Z ) / J // V � D FILE COP' I understand that the Plan Check aop,vals subject to errors a. omissions a aPp,ovai of plans does not author122 t1e a DI any adopted code or ordinance Rec. tractor's copy of approY d p a . By e°- c ---D Date 'C Permll No SEPARATE PERMIT R QUIRED FOR: ( : ECHANICAL E LECTRICAL ler LUMOING (GAB PIPING CITY OF TUKWILA BUILDING DIVISION NQ CHANGES ydORK l4fTH011 20 tJ TIiEO JAOG NK`N'4,Ve s! D' WHOLESALE TUKWILA, WA #6 1160 SAXON DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.6704 Costco.com 1110 112TH AVE. NE SUITE 500 BELLEVUE. WA 98004 1425.463.2000 I r 425.463.2002 MuNannyG2.com 1 JERRY QUINN LEE. ARCHITECT Al DATE DESCRIPTION 06 -25 -01 ISSUE FOR BID 06 -25 -01 ISSUE FOR PERMIT 93 -044F PM 7HOMAS HUH DRAWN: BK JUNE 4, 2001 TITLE SHEET _JUN 2 200: INTERNATIONAL O ACCESSIBILITY SYMBOL SCALE: Ta1LL 51ZE FLOOR LANDING NUMBERS ON BOTH SIDES OF DOOR JAMB CALL BUTTON 32" MIN. 7 IA) HINGED DOOR 32" MIN. b .JC.I_FOLDING DOOR 24' -* CLEAR AT MIN. PULL SIDE . EXTERIOR DOORS (A) F APPROACH (A) SYb180L PROPORTIONS (B) DISPLAY CONDITIONS 5 6 8 10 12 14 16 16 DISTANCE IN FEET HALL LANTERN NOTE: THE AUTOMATIC DOOR REOPENING rYICE 15 ACTIVATED IF AN OB.ECT PASSES THROUGH EITHER LINE A OR B. LINE A AND B REPRESENT THE VERTICAL LOCATION OF i'HE DOOR REOPENING DEVICE NOT REOJIRING CONTACT. GRAFH OF TIMING EQUATION ©HOISTWAY ELEVATOR REQUIREMENTS SCALE: 1/4°-1: -0" 14280001 32' MIN. I) SLIDING DOOR 32" MIN. i 1 1 l JD) MAXIMUM DOORWAY DEPTH , , 0 1000008 CLEAR DOORWAY WIDTH AND DEPTH SCALE: 1/4" =1' -0" 01000011 36° MIN. (B) HINGE APFRON,.V' DOOR CONSTRUCTION SCALE: 3/4 !A) DOORS AT ADJACENT WALLS .05 DOORS AT O WALLS VESTIBULES BULES (SERVING OTHER THAN A REG./RED EXIT STAIRWAY) SCALE: I /4" =I' -0" 01000003 MIN. (C) LATCH AP PROACH 08005001 RAMP LANDING AND DOORWAY SCALE: I/4 " =1' -0° 01000001 VE STIBULES (SERVING OTHER THAN A REWIRED EXIT STAIRWAY) SCALE: 1/4 " =1' -0" 01000004 (A) DOORS IN 502165 (8) BOTH DOORS OPEN OUT 2. WHEN DOOR SWINGS ONTO LANDING - 42° MIN PLUS DOOR WIDTH • ••• • I OWL,. i� .rim, r lug 3. MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARIES. I i SI j , 36' MIK Y 43' OR Y 36' MIN. GREATER fA) 40 TLRN SCALE: 1/4 "=1 SCALE: ',J. '-0 SCALE: AS SHOWN JP./ STRAIGHT RAMP RUN 111 11111:14L -::i 2. WHEN DOOR SWINGS ONTO LANDING - 42" MIN. PLUS TH DOOR WID 3. MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARIES. (B) RAMP WITH TURNING PLATFORM ® RAMP DIMENSIONS SCALE: I /4' =I' -0' NOTES: ACCESSIBLE ROUTE REQUIREMENTS I. WFEN NO DOOR SWINE'S ONTO LANDING 01000002 !B) GRANGE IN LEVEL (A) MINIMUM CLEAR WIDTH SCALE: FULL 512E FOR SINGLE WHEELCHAIR fp) GRANGE IN LEVE_ SCALE: PULL SIZE X.36° MIN IF Y =60° X =42" MIN. IF Y =54" Y =54' MIN IF DOOR HAS A CLOSER 01000005 \I ✓) SCALE: I /4' =I' -0" ELEVATION ELEVATION ELEVATION PULL SIDE PUSH SIDE PULL SIDE PULL SIDE 24' NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES SCALE: I/4 -0" 60" (C) 60' DIAMETER 5PALE OPTIONAL POST BASE X =12" IF DOOR HAS BOTH A CLOSER AND LATCH. (Al FRONT APPROACH - SWINGING DOORS PUSH SIDE • 1=46" MIN. IF DOOR HAS BOTH A CLOSER AND LATCH. PUSH SIDE X612 DOOR HAS BOTH A CLOSER AND LATCH. DOOR APPROACHES NOTE: 30 X 48" IF Y 15.. TNAN 30', MINIMUM T EN X SHALL BE CLEAR AREA GREATER THAN 29" (B) FORWA REACH ARRA N604EN T ICJ PULL HEIGHT ENCLOSURE 2 PLAN PLAN (D) T- SHAPED SPACE FOR I60' TVRNS WHEELCHAIR TURNING SPACE 30 "X46" MINIMUM CLEAR AREA P tr (A) SIDE REACH ARRANGEMENT 30'X46' MINIMUM °�`�"'�: CLEAR AREA COSTCO WHOLESALE SLID. AND FOLD DOORS CORPORATION 54" MIN. (D) HINGE SIDE APP ROACH - SLIDING AND FOLDING DOO - °WINGING 292 S (F) LATCH SIDE APPROACH - SLIDING AND FOI DING DOORS (5) MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS 24" MIN. 01000010 01000006 NOTE: IF Z 15 GREATER THAN 50" 1 1 11 , THEN Y SFL41L BE GREATER THAN 30" COSTCO TUKWILA, WA #6 1160 SAXON DR. TUKWILA, WA 98188 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.6704 Costco.com 1110112TH AVE. NE SUITE 500 BELLEVUE. WA 1 98004 t 425 463.2000 1425.463.2002 MulvannyGZcom' DATE (DESCRIPTION 06 -25 -01 [ISSUE FOR BID ; -25 -01 !ISSUE FOR PERMIT 93 -044F PM: THOMAS HUH DRAWN: BK JUNE 1, 2001 ACCESSIBILITY GUIDELINES 11111111011111a1 tile I ,.L 111, ■I1111111111 ■111111111111' - • ■■ • ■ iii■■ dui ®� ■■■ =■■■■■■■■ •••••••••••• •••••••••••■ •••••••••••• •■•■ ■ ■ •••••• O — S RACKS TO BE REMOVED BEFORE CONSTRUCTION OF I� TEMPORARY PHARMACY. C>ORDINATE W/ STORE MANASE£ 1 �/ T O L —' E i = L_ I.1 L'L=i ss BHT z= L T T -� Ilf i i � i t i T �'- LI L Li Vi I M -- - 71 I EL-i= i I I TTY y Cs Llu 1 lL S E - E H E_--.1-_ITLTLI L T DEMOLI FLAN T T L -- L, EXISTINS f - - ' EXISTING RIARIiPiGY TO E. DEMOLI 1.ED A H H H II LIP II - IL- C,h L'' J w bLi L i Li ❑ o =o --1F �l PO 11 _L F1 - II L E =Hi -I T 1 ate= + L -a- - a] I 1 1 1 I 1 1 I LA L O T 01 q c COSTCO TUKWILA, WA #6 1160 SAXON DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.6704 Coctco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, ,NA 1 90004 t 425.463.2000 f 425.463 2002 MulvannyG2.com I NOR 20 -0 JERRY QUINN LEE, ARCHITECT /ATE DESCRIPTION 06 -25 -01 ISSUE FOR BID 6 -25 -01 ISSUE FOR PERMIT 93 -044F PM: THOMAS HUH DRAWN: BK JUNE 1, 2001 IDEMOLITION PLAN J.111111111111 ° 1 ' 7 ±Ela - = t 4 1 1 1 1 1 1 1 1 1 1 1 1 1 • I 11111 Iiii11111111E11 lieriTj 11 - 1 1 4 -- nomplimminniumgE MIIIIIIMMEEN EINEM EXIST. L FEAT COOLER EAST. MEAT - E= E-] • - 7 - - H 2,646 S.F. C ° C2) 'LOOR FLA / COSTCO ES a. WNOL TUKWILA, WA #6 1160 SAXON DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T. 425.313.6704 Cost.co.com 1110 112TH AVE NE I SUITE.° _,IA 98004 t 425 463 2000 I f 425 463.2002 NTH 20 0 ... ‘•■•■•1 4 IERRY QUINN LEE. ARCH,ECT A DATE DESCRIPTION 06-25-01 ISSUE FOR BID 06-25-01 ISSUE FOR PERMIT Li 93-044F PM: THOMAS HUH DRAWN: BK JUNE 1, 2001 FLOOR PLAN SIO. 5.1.0. 5.1.0. 5.1.0. 5.1.0. 5 O I.C. DE? UNDER CQR.TER UNDER. C.WML32 UNDER WATER PHARMACY F .0 ?r1' N T WALL SF�VES REGISTER FRIDGE 5.5. CORNER GUARD DISPERSING COUNTER Cu:ST.0 SIGNAGE 4_D 4t COZIER 'I= UN1 COZIER COZIER COZIER OZ1E COSIER UNIVERSAL STAINLESS 155 5168 SHDP WALL LEGEND LOW HT. ALL 3 5/8" MTL. STUDS Q 16" 0.G.- FINISH PER SCHEDULE NOTE: CONTRACTOR TO VERIFY WITH THE SPEGIFIGATIONS TFIE THERMAL INSULATION REQUIREMENTS IN THE INTERIOR NtAI.LS. 55R CMU TO b' -O" H. 19/ MTL. WILDING SYSTEM TO TOP OF PARAPET 3 5/6" MTL. STUDS 6 16" O.G. FINISH EA. SIDE PER SCHEDULE 5 5/8" MIL. STUDS ®I6" O.G. NV SOUND INSUL. BAIT. FINISH EA. SIDE PER SGHEWLE 3 5/5" MTL. STUDS 5/ le OL. FINISH ONE SIDE PER SCHEDULE FRESZER / COOLER WALLS M.I.C) 6" MT_. STUDS 5/ le O.G. FINISH EA. SIDE PER SCHEDULE 6 STUDS ®Ib" O.G. W/ SOUND INSUL. BATT. FINISH EA. SIDE PER SCHEDULE MTL. 5112D5 6 le C.G. FINISH EA. SIDE PER SCHEDULE 5: 0 GC. PO VER PROM u -B -00 O TEMP. PHARMACY - RCP PHARMACY HEARING GTR. RCP SGALE:1 /8 "= I(2" ® SCALE:1/8"= TTI b�y NOTE: EXISTING 5I6NAGE AND EXISTING PHARMACY LIGHTS TO BE USED IN CEILING OF TEMP. PHARMACY. EXISTING ELECT. PANEL B TRANSFORMER_ T 2P., rn1 N A 4..1f. I A 1■11 A a 1 MAIN RUNNERS 64' -0' O.G. I:'-0 - ROOM CEIL A ••u•NI■• 8 PANELS ®2' -0 "= 16' -0" CROSS TEES EG - 1 5PA ci PHARMACY HEARING ( HEARING AID CENTER 5a" TOP OF SHE F O 8 PHARMACY ELEV. (EXT.) SCALE:( /8" "= P-C" CCVNTER (FJLJ PHARMACY COUNTER PHARMACY HEARING GTR. ELEVATION 6 SCALE:I /4 ""= P-O" CONSULTATION WIND 30' PHARMACY ng� Q TEMP. PHARMACY ELEVATION SCALE:1 /4 " 1 SAFETY 6LA S 19 A9.I ANOD. ALUM. STOR` N/1/4" PLATE &LAS Rx GOIATER M.I.G) I�br SINK BACKSPLASH SOLID COLOR COUNTERTOP PLAS. LAM. PAGED CABINET WATER HEATER IN CABINET 4" R126BE19 BASE Cosrco TUKWILA, WA #F 1160 SAXON DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.6704 COSTCO.COIIT 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 980. I t 425.463.2000 I 1 425.463.2002 PHARMACY Mulvannyv2.wm JERRY QUINN LEE, ARCHITECT A DATE DESCRIPTION 06 -25 -01 ISSUE FOR BID 06 -25 -01 ISSUE FOR PERMIT 93 -044F PM: THOMAS HUH DRAWN: KJ _ 2, 2001 ENLARGED PLAN 11' SCALE:I /8 "= 1' -0" I .I Ij U m II � V = 1i 1 — EXISTING 20' D-5 DEti I j JL EXISTING 10 TALL PRODUCE COOLER A9.1 COOLER ELEVATION I I b FRESH PRODUCE DEMO DOOR $ NLALI. O EXISTING PRODUCE COOLER SGALE:I /8 " "= I' -O" PRODUCE COOLER SCALE:1 /8 " I' -O" EX1 n. 6 PANELS O 4' -0" = 24' -0" II 24' -1" I I IV TALL PRODUCE COOLER', 10) O RCP — PRODUCE COOLER 4 5GALE:1 /8 " "= I' -O" OK/ TO Bb" H. W/ MTL. BUILDING SYSTEM TO TOP OF PARAPET 3 5/8" MTL. STUDS ®I6" O.G. FINISH EA. SIDE PER SCHEDULE 3 5/8" MN_ STUDS ® l6" O.G. VV SOUND INSUL. BAIT. FINISH EA. SIDE PER SCHEDULE 3 5/0" MTL. STUDS ® 16" O.G. FINISH ONE SIDE PER SCHEDULE FREEZER / COOLER WALLS (0.10) b° MTL. 011DS ®I0 O.G. FINISH EA. SIDE PER SCHEDULE 0° MTL. 0005 ®16" O.G. IN/ SOUND INSUL. BATT. FINISH EA SIDE PER SCHEDULE 0' MTL. STUDS ® I6" O.G. FINISH EA. SIDE PER SCHEDULE `� LLE TUKWILA, WA ##6 1160 SAXON DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.6704 Costco.com 1110112TH AVE. NE I SUITE 500 BELLEVUE. WA 1 980041 425 463.2000 1425 4 63 2002 MulvannyG2.com I JERRY QUINN LEE. ARCHITECT Q DATE DESCRIPTION 06 -25-01 ISSUE FOR BID 06 -25-01 ISSUE FOR PERMIT 93 -044F PM: THOMAS HUH DRAWN: BK JUNE 1. 2001 ENLARGED PLAN PRODUCE COOLER ROOM FINISH SCHEDULE NO. ROOM NAME BASE FLOOR WALLS CEILING REMARKS TYPE \ N • W I , • E • S 331 03A03 .9 lANIA 03A00 .S 3SVS N35SN2i MATERIAL 1331,9 313a31 N00031tl3S 3111'd W331AN1A 211d 213WA1Od 13d3V0 3111010/V330 GROUP FINISH 119 snood NI 0UVOS 11VM vinsdA0 3i1N13fk115 Ol N3d0 OS'il'W, „ ,bx,Z HSI,. WI 3101V 33S - '0'1'N M = MEDIUM TEXTURE s= STANDARD TEXTURE FLOOR B = BASE INTEGRAL WI WALL G = AT G.W.B. WALLS ONLY N= NO BASE REQUIRED SG = SEMIGLOSS ENAMEL EX = EPDXY PAINT UT= STONECLAD UT pt = BY REFRIGERATION CONTRACTOR .= GWB ON FRAMED WALLS I #3= PLYWD WAINSCOT AT EXT. OF RECEIVING O R= RATED 2' X 4' CEILING TILE .]MAId 3NIdtlW = dW OOOAMId c,NAld ilOR131X3 = d3 (0310N 333HM'd'W)'03'dA0 - 13315 SS31NIV1S 11-1013H llNd'd'd'tl'd 11JIVd HSINI3 3111311A1VN33 .Sx „B IBI PHARMACY O■■ 31 • T -O" • - 56 • 22 STORFRNT. . - - B• * Tff1 mu, ABOVE GEILIN6 132 CONSJLTATION ROOM 0 � a i- 10210 ANUF I/4 • • 4 E0. PANES • q . — 55 • 8. * 5TH DECK ABOVE GELIN6 � 133 LAB a. • • 5S • e .5TE9_ DECK ABOVE GEILIN6 • = SEE REMARKS s WINDOW SCHEDULE MARK FRAME GLASS REMARKS Q WIDTH HEIGHT TYPE LABEL MATERIAL c®i Oa LABEL NOTES GROUP 20 RELITE 2' -0" 4' -0" - ALUM. - E10017 j - . j H. MTL. 111111111111313311110131111KEIMIIIIIMEINIIIII 31 5' -0" T -O" 5 - WOOD SEE SPEC, 22 STORFRNT. . - - l -O • 2' -5 - - ALUM. ALUM. a i- 10210 ANUF I/4 0 0 4 E0. PANES SEE SPEC. q . — DOOR SCHEDULE MARK DOOR FRAME HARDWARE 0 WIDTH HEIGHT TYPE LABEL MATERIAL HEAD DTI. JAMB DTL. MATERIAL GROUP REMARKS 30 3' -0" T -O" & - E10017 j - . j H. MTL. 5 31 5' -0" T -O" 5 - WOOD H. H. MTL. 5 52 3' -0" 1-0" G - WOOD q . — H. MTL. 5 V' NDOV T A�. 20 DOOR TYPES SCALE: 1/4" = I, Do Igo COSMO SIf9�Vi �L TUKWILA, WA #6 1160 SAXON DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.6704 Costco.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, 'WA 1 98004 t 425.463.2000 1 1425 463.2002T MulvannyG2.com JERRY QUINN LEE, ARCHITECT 93 -044F PM: THOMAS HUH DRAWN. BK JUNE 1, 2001 A DATE DESCRIPTION 06 -25 -01 ISSUE FOR BID 06 -25 -01 ISSUE FOR PERMIT SCHEDULES ROOM / DOOR & WINDOW i11w ± C 9nn, POLYMER FLOORING ON CONC, SLAB FLOOR AT REMOVED CURBS ()FLOOR SCALE: 1- In"=1, 03330007 LOCATION OF BOLLARD AT CORNERS 6 DIA. SCHD. 60 STEEL POST TO +4, AFF, - CORE DRILL 10" DIA. CONC, EmED 4, FILL W/ GROUT, PIET.AL1, COLORED PLASTIC SLEEVE WITH PRE FORMED DOME TOP PER MANJFACTLRERa INSTRUCTIONS, FF. = O'-Q PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER TEE, 12 6A. WIRE (TYPJ SEISMIC BRACING SCALE: N.TS. S,ST. TOP k EDEE5 MTL, UP -LIFT ROD TO STRICT ABOVE 12, O/C EA. WAY, START 6, MAX FROM EDGE OF CEILING AROUND PERIMETER SEE STRICT, DRY, --- PARALLEL TO CROSS TEE AX. ANOD. ALUM, WINDOW FRAME - MATCH PHARMACY WINDOWS - TYR ALUM, CASEMEM WINDOW PV FRAME (5) SIDES :III i n".* L � I \ _— (2) 4" X 4" X 3/4" X 1/6" STL. BR 6 B BLOCKING ®BRACKET5 STEEL JOISTS PER STRICT, PER PLAN SUSP. CL6. SYS, PER FLAN HEAD WALL AT PRODUCE COOLER DOUBLE CURB 09120001 ®SCALE: 1- I/2 MODIFIED 09510013 SCALE: I- In' =1' -0' MODIFIED In' CDX PLYWD, 5. (5.O.I.CJ 12'-6" ® PHARMACY TOP OF WALL SCALE, MODIFIED +12' -6 1 AFF, VER MTL, 51.10 WALL PER PLAN I X5 WD, TRIM (PAINT) EXTEND 6415 FULL HT, DUCT SPADE BLOCKING SONOBATS WELL, WHERE INDICATED ON PLAN FM-. STUD WALL PER PLAN ALIGN JOINTS IN CURB W/ FLOOR JOINTS, CURBS TO HAVE STEEL TROWEL FINISH, SEAL CURBS, 09250021 03330007 CART RAIL AT PHARMACY I� SCALE 1-1/2 =1, MODIFIED 16 5A, S.S, C.6. 06205002 COSTCO TUKWILA, WA #6 1160 SAXON DR. TUKWILA, WA 98188 COSTCO WHOLESALE CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425,313.6704 Costco,com 1110 112TH AVE. NE I SUITE 500 BELLEVUE. WA I 98004 1425.463.2000 1 1421.463.2002 NA423TyG2.com JERRY QUINN LEE. ARCHITECT 06 -25 -01 06 -25 -01 SSUE FOR BID SSUE FOR PERMIT 93 -044F PM: THOMAS HUH DRAWN: BK JUNE 1, 2001 INTERIOR DETAILS PARTS SCHEDULE (OFFICE, PHRMACY & OPTICAL) ITEM CALLOUT MINIMUM PROPERTIES • APPROVED SUPPLIERS & THEIR CALLOUT FOR ITEMS Fy(k.s.i.) '0 4 ) 3 0 ,3 ) q(,n �) �� 0.65 ,y ,51 THESE S IC304943 Ts,-,m TEJOISTS •• 8" x 1a" x 16.. Co 50 5,54 1.30 8005162 - 54 (50ksi) C12 HEADERS •• (2) 12" z 18" x14GA I L.J I .-I� g 50 38.0 5.48 220 (2)12005162 - 68 (50ksi) CB HEADERS •" (NP. U.N.O.) F � (2) 8" x 1g" x 16GA. ( I �M,1g L ", J E 50 11.08 2.60 1,30 2 8005162 - 54 50ksi ) ( ) (50ksi) T- R ELING RIM JO I ETC. •+ 8" x 1 ;" x 1 .A. 50 . 444 . 0.96 0,56 .30 8000125 - 54 50ksi (50ksi) TOILE PARTITION BLOCT KING 8" x 2" x 12GA. Awn � S0 . 1110 277 , , 126 .67 8005200 - 97 50ksi (50ksi) G,W. CEILING JOIST•" 8" z 1 x 16GA. C ;"MIN. 50 5.54 1,30 0,65 .51 8005162 - 54 (50 s;) G.W. B. CEILING TRACK'• 8' x 1 ;" x 169A E 50 4.44 0.96 0,56 .30 8O0T125 - 54 (50ksi) WALL TOP TRACK •• 3 x 1 ;" x 162A C 50 0,65 0.31 0,32 0.37 3627125 - 54 (50ksi) WALL BOT, TRACK •• 3a "x 11" z 20GA C} 33 33 50 0,38 0,53 2.17 0,17 0,26 0,65 0.19 0,25 0.45 0,37 0.59 0.33 362T125 - 33 3625162 - 33 6007125 - 54 (50ksi) WALL STUDS 3a" x 1i" x 20GA C 1 j "MIN. WALL TOP TRACK •• fi x 1 ;" x 16GA. C WALL BOT, TRACK •• 6"" x 1 ;" x 20GA, C 33 1 .24 0.33 0.27 0.33 6007125 - 33 (50ski) WALL STUDS"x 1a" x 20GA, ET; MIN 33 1,74 0,51 0,33 0.55 6005162 - 33 16G4, x 4" BRACING STRAPS (IN SHEAR WALLS) 4" WIDE x 16GA, FLAT STRAP 5E1 - -- - -- - - - - - - - -- 16GA z 2" BRACING STRAPS (IN CEILING) 2" WIDE x 1 FLAT STRAP ALT. t- y" x 'It. C.R.C. - -- - -- - -- - -- 20GA, x 1i" awn; STRAPS (HORIZ. IN WALLS) 1 WIDE x 20GA. FLAT STRAP ALT, 11" x 16.. C.R.C. 33 - -- --- - -- - -- - -- 20GA, . 2" x 2" ANGLE 33 - -- - -- - -- - -- ROOF DECK 1 ;" DEEP x 22GA NPE "B" 33 0,175 0. 184 - -- VERCO TYPE HSB -36 I,C,B4O, 2078 HILTI WHEELING NPE B ',B4O, 2259 SCREWS (MTL. TO MTL.) #8 - 1 8 x 1" H #2 OR PPH #2 SCREWS (oma TO MTL.) #10 -24 x 1 PWH 3 II # HILT WALL & BOTTOM TRACK ANCHORS #DS37P10 (0,177 "0 X 1;" LOW VELOCITY DRIVE PINS HILT! I.C. B.O. 2388 THICKNESS OF STEEL COMPONENTS CAUGE DIN MINIMUM 4 THIC THICKNESS 22 .0283 .0269 20 .0346 .0329 16 .0566 .0558 UNCOATED STEEL THICKNESS. THICKNESS IS FOR CAREEN SHEET STEEL. MINIMUHICKNESS RERESN 95� OF AP M T ccE BL THICKNESS DELIVERED A P ND T TS MINIMUM JOB S1 EE E B THICKNESS SECTION . TO THE JOB SITE BASEC ON SECTION A3 4 OF THE 198E A.I_S.I. CODE. [JUST BRACING SCHEDULE JOIST SPAN NOTE: 1,) USE tq" CRC ON TOP OE JOIST. 2.) FASTEN TO EA. JOIST w/2 SCREWS. TOP AND BOTTOM FLANGE BRACING UP TO AND INCLUDING 10' 10 UP TO AND INCLUDING 14 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS 18' UP TO AND INCLUDING 22' NONE ONE ROW AT MID -SPAN FOUR ROWS AT QUARTERS SPANS O DEL, DT a-a PER ARCH - 56' -4" EXTENT OF DECKING 37' -6" PHARMACY LAB N DECK TOP OF FRAMING TO BE POSTED STATING NO (BO, OF DECK) IS ® STORAGE" 22GA. 1p" NPE "B" ROOF ME. DURABLE METAL SIG ELEV, 12' -3" NP, PHARMACY - - -. SEE NOTE # NOTE SEE # 1 � � C 1 C -1 DC PP, B -1 � C-1 DPP B-11 SIN. TL. HDR. V (2) C12 HEADER HDR. ( x (2) E12 HEADER r R.0' 9' -8" 19' -0" 1 L4 -6J R.O. rl PHARMACY CEILING FRAMING PLAN 6y NOTES. e = 1' -0" SEE DETAIL A -1 FOR TYP. FRAMI OTLS. (U11 " TDP OF FRAMING, DEC KING ® CY EL O R " 12 VAUULL T" ( N 0 STORAGE OF ANY USE DECKING OF OVER .O. NG PHARMA" 01 ORAGE ROOM BELOW" R Y KIND. ERE "HILTI" BRAND ADHESIVE ANCHORS CALLED OUL DO T C SUBSTITUTE OTHER BRAND ANCHORS WITHO UT WRITTEN APPROVAL OF E.N.W. NOTE: ONLY ANCHORS WITH WITH CURRENT CODE APPROVED VALUES UES WILL BE SU CONSIDERED. E WALLS BERING PPORT JOISTS 16 "o /c SPACE T WHER H/E 1 .22 ® 16"o /c DIRECTLY BELOW JOISTS. BELOW JOISTS. WHERE WALLS ARE J PARALLEL TO JOISTS SPAL`E THE STUDS 0 24 o/c SEAT STUD WEBS TIGHT TO WEB OF TOP & BOT. TRACKS, TIP, 6.) PROVIDE TOP AND BOTTOM FLANGE BRACING PER DETAIL A -1 SEE "JOIST BRACING SCHEDULE" THIS SHT. 7. WALL HAS G.W.B. ONE SIDE ONLY RHI HEIGHT TO CEILING JOIST & HORIZONTAL STRAP ® BLOCKING, 8. WALL HAS G.W.B. BOTH SIDES FULL HEIGHT TO CEILING JOIST & HORIZONTAL STRAP ® BLOCKING. 2,) 3. 5.) 12 -10" I 6' -0 .1 a - °I Iu'rrI�1�� - _ HOP. J- J PARTIAL ROOF FRAMING PLAN NOTES. a" = 1' -0" 1.) CONTRACTOR TO VERIFY ALL DIMENSIONS & EXISTING CONDITIONS. NOTIFY E.N.W. IF EXISTING CONDITIONS ARE NOT AS SHOWN ON DRAWINGS, 2. ALL ITEMS ARE NEW UNLESS NOTED AS EXIST. 3. NOTIFY E.N.W. IF OTHER ROOF TOP EQUIP, OCCURS WITHIN 5C -0 OF PROPOSED UNIT IN ALL DIRECTIONS. TYP. CEILING J0:57 PER PLR (MAX. JOIST SPACING 48 "o /c) ROOF DECK �ER HULE BELOW FASTEN TO ALL FRAMING INO 0 PUDESC ED WELD ®24 "o /c TO ALL FRAMING (FOR SECURITY). 12" JST. SECTION CTR. ON WALL w/6 SCREWS AS SHOWN 16GA. TRACK BLKG, BTWN. ALL RED. ONLY BELOyi DECIVNG CON, JOISTS PROVIDE 1'[ x tp 16GA. ANGLE E.E. w/3 SCREWS PER LEG 16GA, TRACK SAME HEIGHT AS HEADER w/6 SCREWS FROM TRACK TO JAMB STUD & 4 SCREWS TO EA. HEADER MEMBER -� HEADER- -- (2) S 12 0/ TOP & BOT. HEADER / SCREWS C 12 "a /c EA. FLANGE TRACK, SAME SIZE GAGE AS STUDS EXTEND UP TO HEADER SINGLE WINDOW SILL TRACK ALTERNATE BLKG. 1-1 CRC 11" x 20.. CONT. FLAT STRAP w /(1) SCREW MIN. ® EA STUD & 4 SCREWS STRAP TO BLOCKING MIN. (TP.. WALLS WOO SHEATHING ONLY ON ONE SIDE) -- ON HEADERS COPE OUT FLANGES SO WEBS LAP MIN. w /JAMB STUDS & SCREW WEBS TO STUDS w/4 SCREWS (2) S 2 "o /e CREWS FULL HEIGHT JAMB STUD t i ri l i - - HILTI #D537P10 (0,1770 x 1 TYPICAL CEILING N FRAMING DETAIL A -1 3.) FOR WALLS SHOWN ON STRUCTURAL PLANS THE 1" G.W.B. SHATHING MUST DE PLACED FUL HEIGHT OF WALL AND AL EDGES MUST BE BLOCKED w/TRACK BLOCKING OR STUDS. #i0 SCREWS @ 1:1:r / AMING. (TYP, ALL W TD UDS). (SEE NOTE ) CK /BLOCKING D END D , 4 SCAP TO CKING x 20GT, FLA CK BLODS, PLL & ® DS 0 16 o /c OR 24 "0/ PLACE E STUD UDS PLOT SAME GAGE) EACH TRACK FLANGE TO STUD - .NOIEi SEAT STUD WEB CONT, RAC REWS TOP & T. IST NP JOISTS PER PLAN 20GA. STUDS 0 16 o /c DWGS. (ALIGN w /JOISTS) SECTION B -1 EXIST, 9X39 G.LB I A • 16GA. TOP TRACK NP. CONTINUOUS oT � NOTECENTER LINE OF WALL (SEE PLANS FOR LOCATIONS) - NPOISTS THAT ARE CONT, OVER HEADER ISH CL SYMM "GHT O I HT OF LL, SCREW6W,B. ED INTERMEDIATE - EXIST. SHEARW.ALL NEW MECH. UNIT 45D# MAX. VF1'. FLASHING PER ARCH, 3 "0 x 3" LAG CREWS (ONE EA. CORNER) - 4 x 8 D.F, #2 w /SIMPSON HU48 MAX, FINGERS CO EA, END NP. UNDER CURB TRACK 0 8 "o/c TO EA, STUD 'c & i - IL AC TRK CE L.UMN(S) STA RE x 16GA SPA w/18 W SCRE STAGGERED (9 EA. SIDE OF COL) \ WF BM. COL. PER M.B.S. COPE TOP TRACK AS RECD, TRACK /4 SCREWS PER ST SEE SECT, C -3A & SCREW TO ` ?P UD TRACK 8°0/ c � - 16GA. ANGLE O G.W.B. DETAIL a -a r MIL THIS DETAIL ONLY APPLIES IN I SEISMIC ZONES 3 & 4 SEE THE "GENERAL NOTE J - CEILING JOIST SCREW ' TOP 1 TRACK ® 6 "o /c & 2 SCREWS TO 1 EA STUD NOTE: TOP TRACK MUST BE CONTINUOUS CEILING & T. G,W.B, WALL SHEATHFULIG. H SCREW TO j SIMPSON S /LTT20 SCREW TC STUD / #10 SCREWS FASTEN TO SLAB / "0 EPDXY ANCHOR USES HILTTI HY HOLES EMBED 4" INTO f9-f9-"O " HOLES BETWEEN ADJACENT WALLS. SECTION C -1 r NOTE CORNER STUDS NOT SHOWN FOR CLARITY HT. WHERE NOTED ON PLAN BLKG. ® 72 "o /c MAX. MODULE /BRDGING / �J WHERE REO'D, SEE / 1111 _ BLKG. IN DTL, A -1 FOR CONNS. EA, END --' ALTERNATE FRAMING DETAILS N.T.S. i w x F g 2 I SERNIDNS DATE: 6 -13 -01 SHEET N0: JOB N0: 87022013 ENGINEER: R. RAICHLE DRAWN: M.G.L. SYMBOL( DESCRIPTION MFR. /MODEL WASTE 3' V E N T C O L D W . HOT W. SPECIFICATIONS DETAIL SERVES I NOTES I ( D —i ) FLOOR DRAIN ZURN 2r1- 505 -5 2" HEAVY DUTY, TRACTOR GRATE WITH DUCO— COATED CAST IRON BODY, FLASHING COLLAR, NO —HUB. POLISHED NICKEL BRONZE TOP, SECONDARY STAINLESS STEEL STRAINER. 1 /M -2 PRODUCE COOLER () + I ( D -2 ) CONDENSATE DRAIN ZURN ZN -415 2" r TYPE 1 STRAINER. ADJUSTABLE ROUND TOP ANTI — SPLASH RIM STRAINER WITH DUCO— COATED CAST IRON BODY.. 2/M -2 COIL DRAINS ( pL I PHARMACY LAB SINK ELKAY LR -1517 r 1 -1/2" 1/2" 1/2" 18 GAUGE TYPE 302 SELF RIMMING STAINLESS STEEL, LEDGE TYPE, SINGLE COMPARTMENT SINK, 15 "x17- 1/2 "x7 -1/2" DEEP WITH FAUCET LEDGE. ELKAY LK -4121 CHROME FAUCET, SWING SPOUT WITH 10 " OUTLET HEIGHT. 8" REACH, LK -335 SINK DRAIN & TAILPIECE. PHARMACY (WH -1(' WATER HEATER — 120'F AO SMITH SMITH DE 3/4" 3/4" 6 GAL., 1500 WATTS, 1200/10, DRAIN PAN, 90 LBS OPERATING WEIGHT. 6/4 -2 PHARMACY (PUMP) SUMP PUMP L WR I T 3 1 -1/2" 3.5 GALLON TANK, SUBMERSIBLE PUMP 750 GPH 15' HEAD WITH LOW LEVEL AVTVATING SWITCH, 3/10 HP 115V/10, 9 AMP, 720 WATTS 4/M -2 PHARMACY K VTR y FCO A.F.F. B.F.F. WCO CONT. TYR. PSI R.D. RN PLUMBING LEGEND WASTE /SANITARY SEWER VENT COLD WATER HOT WATER HOT WATER RECIRCULATION CONDENSATE DRAIN AIR STORM DRAIN GAS GAS COCK CONTROL VALVE — 3 WAY CONTROL VALVE — 2 WAY VALVE — GATE SALVE — CHECK VALVE — PPE,ERE REDUCING (PRV) UNION STRAINER THERMOMETER VENT THRU ROOF FLOOR CLEAN OUT ABOVE FINISH FLOOR BELOW FINISH FLOOR WALL CLEAN OUT CONTINUATION TYPICAL POUNDS PER SQUARE INCH ROOF DRAIN ROUGH INSTALLATION H � - I G ENERAL NOTES THE aLSOMR NONES APP, TO ENBRE PLAN ARP.RLE. ALL WASTE PIPING, CONDENSATE AND DRAIN PIPING TO BE SLOPED AT 27, MINIMUM UNLESS OTHERWISE NOTED. 2. SEE FIXTURE SCHEDULE FOR MINIMUM TRAP ARM AND VENT SIZE. 3. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CEILINGS (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES) } 24/48 k FC t rnrn NJ } 1 IT CONT. TYP. CFM DB W8 MBH ESP EG RG CD r 1 IL T iI GAS SIZINGL CHART 1 -1/4" 1 -1/2" 2" 2 -1/2" 40 CFH 75 CFH 153 CFH 230 CFH 442 CFH 705 CFH 1246 CFH 2541 CFH HVAC LEGEND AIR DUCT — FIRST # IS SIDE SHOWN FLEXIBLE DUCT CONNECTION TURNING VANE SUPPLY DUCT UP RETURN DUCT UP SUPPLY DUCT DOWN RETURN DUCT DOWN AIR VOLUME DAMPER CEILING DIFFUSER SQUARE TO ROUND DUCT TRANSITION FIRE DAMPER (FD) AIR CONDITIONER #1 THERMOSTAT CONTINUATION TYPICAL CUBIC FEET PER MINUTE DRY BULB TEMPERATURE WET BULB TEMPERATURE 1,000 BRITISH THERMAL UNITS /HR. EXTERNAL STATIC PRESSURE EXHAUST GRILLE RETURN GRILLE CEILING DIFFUSER L !I II, Il FOR ENLARGED PLUMBING AND HVAC WORK IN THIS AREA, SEE "PHARMACY _ P L LH US" S4FFT M -2 L T I I rr . I. L I ITT_ I I Ili I i ill h I L -I I LI) MAIN SALES PARTIAL FLOOR PLAN SCALE: 1/16" = 1' -0" PLAN NOTES SEE BUB&E ON P. FOR SPECIFIC REFERENCE CD VERIFY & COORDINATE WITH SITE UTILITY DRAWINGS ALL STUB —OUT LOCATIONS AND INVERT ELEVATIONS BEFORE STARTING CONSTRUCTION. FINISHED FLOOR ELEVATION REFERENCE = 0.00'. FINAL CONNECTIONS SHALL BE MADE BY THE M.C. ANY OFFSETS REQUIRED SHALL BE DONE 0 THE MECHANICAL CONTRACTOR'S EXPENSE. 0 BPIPING Ill KYLIG ROOHTS. F TRUSS SPACE. DO NOT RUN PIPING ELOW 0 VERIFY GAS METER VOLUME BY P.S.E. GAS CONTACT DAVE JENNES0(253)395 -6824. ® COORDINATE EQUIPMENT LOCATION WITH LIGHTS, BLDG. STRUCTURE, PIPING, SWAY BRACING AND SKYLIGHTS. SEE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS. LOCATE AC UNITS BETWEEN RACKS. SEE EXACT DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLING 3/, G 3/4 ITT) PROVIDE TRAP PRIMER. r i �� 3/4 COND. DN. TO FLOOR SINK. _�o — vEnt — EOGnnQiv T -- Vi CONNECT NEW 3/4" GAS TO EXISRNG 4" GAS LINE AT THIS POINT APPROX. FIELD VERIFY EXACT LOCATION & SIZE OF EXISTING LINE. PRIOR TO WORK. to I I Vi i' — 11 " 'I HVAC EQUIPMENT SCHEDULE Ili I FOR PLUMBING WORK IN THIS AREA, SEE "PRODUCE COOLER WASTE &VENT PLAN ", SHEET M -2. PLUMBING FIXTURE SCHEDULE U AC UNITS TO BE SUPPLIED WITH PROGRAMMABLE ELECTRONIC NIGHT SET —BACK THERMOSTAT. Q2 ROOF CURBS PROVIDED BY G.C.. G.C. TO COORDINATE WITH TRANE BEFORE ORDERING. 033 EQUIPMENT FURNISHED BY COSTCC, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME 0 FAX(425)313 -6770. [' I SYMBOL '., ITEM SERVES MFR /# DESCRIPTION ELECT. rWEIGHT , REFERENCE: REMARKS AC -1 AIR PHARMACY TRANS 18.4 MBH TOTAL COOLING, 12.4 MBH SENSIBLE, 86 208V/10 450# ROOF PLAN 90 CFM MIN 0/A I CONDITIONER I YCC018F1 AMB, 80' EDB, 67 EWB, 600 CFM 0 .5' ESP,. SEER= 13.2 MCA i PUN M -2' 0 -25% 0/A HOOD LOBA 10.00, 40 MBH INPUT, 32 MBH OUTPUT, 78% AFUE. 6 /M -2 ■ V)Dt iq6 NOTES 000 z _ SCALE: 1 /8" = 1' -0" FLOOR DRAIN TYPE D -1 SCALE: NONE \ FINISHED FLOUR CAST IRON LONG SWEEP 1/4 BEND OR CAST IRON COMB, "Y' & 1/8 BEND. -- DIRECTION OF FLOW TNTFRTOR FT.MR CJ,FANOTTT CAST IRON CLEANOUT WITH COVEk FCR DUN REQUIRED S.SME SIZE AS SEWER UP TO 4" OIAMET'r.R 3" VTR. SEE DETAIL / 3" 400 (TYP. ALL VENTS) TD -1 D -21 ED BUILDING DRAIN SIZE PER PLANS D_3IIIIII FtU -11 ( c ( U-� REMOVE EXISTING TRENCH RE. \ DRAIN APPROXIMATELY HE 1 Id, CAP & ABANDON WASTE BRANCH ASSOCIATED AY N. PATCH /FINISH FLOOR TO MATCH EXISTING. FIELD PUMPED WASTE SYSTEM VERIFY EXACT LOCATION OF EXISTING UNDER SINK, SEE DETAIL II 3 LINE PRIOR TO WORK. 111 2 " VTR CONNECT NEW III VENT REMOVE EXISTING 3" VENT TO_ EXIST.NG VENT SYSTEM (D, 1 FROM EXISTING TRENCH DRAIN APPROX. HERE. FIELD SIZE 11 CONNECT NEW 2" VENT TO VENT AND LOCATION PRIOR TO WORK. II ' VTR THRU ROOF IN TRUSS SPACE. CAP EXIST. 3" W APPROX. ' 2., 2" AND HERLE. OCA FIELD TION. VERIFY SIZE III '1___ _ Iii F PRODUCE COOLER WASTE & VENT PLAN N CONNECT NEW 3' WASTE TO EXISTING 4" W THIS POINT APPROX. FILD VERIFY EXACT LOCATIO AND I.E. OF EXISTING LINE PRIOR TO WORK. REMOVE EXISTING CONDENSATE DRAIN APPROX. HERE. EXTEND WASTE BRANCH AS REQUIRED TO ACCOMMODATE NEW DRAIN. FIELD VERIFY EXACT LOCATION OF EXISTING LINE PRIOR TO WORK. PLAN NOTES SEE BUBBLE ON PLAN FOP SPECIFIC WEN NOTE FOR INSTALLATION IN FRO OF BAKERY OVENS, DRAIN SHALL BE SET FLUSH WITH FINT NISH FLOOR PER "OVEN DETAIL E -7' FLOOR DRAIN D -2 SCALE: NONE CD VERIFY & COORDINATE WITH SITE .UTILITY DRAWINGS ALL STUB -OUT LOCATIONS AND INVERT ELEVATIONS BEFORE STARTING CONSTRUCTION. FINISHED FLOOR ELEVATION REFERENCE = 0.00'. FINAL CONNECTIONS SHALL BE MADE BY THE M.C. ANY OFFSETS REQUIRED SHALL BE DONE THE MECHANICAL CONTRACTOR'S EXPENSE. CD PIPING IN ROOF TRUSS SPACE. DO NOT RUN PIPING BELOW SKYLIGHTS. CD VERIFY GAS METER VOLUME BY P.S.E. GAS CONTACT DAVE JENNE.S 0(253)395 -6824. ® COORDINATE EQUIPMENT LOCATION WITH LIGHTS, BLDG. STRUCTURE, PIPING, SWAY BRACING AND SKYLIGHTS. SEE ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS. LOCATE AC UNITS BETWEEN RACKS. CD SEE EXACT DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLING CABINET BOTTOM PHARMACY PLUMBING PLAN SCALE: 1 /B" = f —o" LAB C -] GENERAL NOTES THE NOTES APPLY ro EMILE PUS PS APPLICABLE 1. ALL WASTE PIPING, CONDENSATE PIPING & STEAM DRAIN PIPING TO BE SLOPED AT 27 MINIMUM UNLESS OTHERWISE NOTED. 2. SEE FIXTURE SCHEDULE FOR MINIMUM TRAP ARM AND VENT SIZE 3. SURFACE MOUNTED PIPING WILL NOT BE ACCEPTABLE IN FINISHED ROOMS OR COOLERS. PIPING. AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN WALLS, FLOORS, CE (INCLUDING CONDENSATE DRAIN LINES, WATER HEATER PRESSURE RELIEF LINES AND SODA LINES) FLEXIBLE NEOPRENE FLASHING SLEEVE BY ROOFING CONTRACTOR METAL ROOF VENT THRU ROOF SCALE: NONE CURB FLASHING & COUNTER- FLASHING SEE DETAIL ROOF ( PUMP UNDER SINK WATER HEATER(WH -1) (1 AC UNIT DETAIL 3' NEW 2" W UP TO BE CONNECTED AE REQUIRED TO EXIST. 3" W ABOVE APPROX. HERE. FlE1D G 0 VERIFY OR. S AND LOCATION PRIOR 7 W 7 I, SMOKE DETECTOR PROVIDED AND INSTALLED BY FIRE ALARM CONTRACTOR FOR UNITS OVER 2000 CFM, CAP EXIST. 3" W APPROX. HERE. FIELD VERIFY SIZE AND LOCATION PRIOR TO WORK. DEMO EXIST. WASTE S SHOWN MIN VENT THRU ROOF / - 0000 SIZE PER PLAN SCALE: 1/8" = GAS PRESSURE REGULATOR 1" X 3/16" FLAT STRIP CONTINUOUS. BY M.C. CONNECTION 3/ 3/4" G$ AC— ON 1— Li ( ■0 3 4 "Q 0 40 MBH FOR CONTINUATION OF CONDENSATE & GAS SEE "2 7 "MAIN SALES PLUMBING ,FLOOR PLAN" SHEET M- PHARMACY PLUMBING PLAN O PHARMACY SINK PUMP SCALE: NONE NEOPRENE GASKET BY M.C. COMPLETE R TGUIE INSULATED STEEL CURB PE INSTALLER'S GUIDE. /4" CW DN. TO ATER HEATER JNDER SINK, RUN /2" HW TO SINK. J� —NEW 3/4" CW UP TO BE CONNECTED AS REQUIRED TO EXIST. 3/4" CW ABOVE ,PROX. HERE. IELD VERIFY SIZE AND LOCATION RIOR TO WORK. P TO OOF DEMO XIST. CW AS E SHOWN CLEANOUT ,TOW, TOP THROUGH A WYE BRANCH FITTING. SHUT -OFF VALVE PUMPED WASTE X1111111' -�-- AC -UNIT 5/16" LAG SCREW TO UNIT BASE BY M.C. MASON INDUSTRIES WIC 2" ISOLATOR (24" 0.0.) BY M.C. ROOF DECK SLOPE 5/16" BOLT 24" OC BY M.C. STEEL TUBE - SHIM AS RED 1:/ BY M.C. `2" GRAVITY WASTE AS HIGH AS POSSIBLE IN TRUSS SPACE. 1" PUMPED WASTE UP CONCEALED IN PLUMBING WALL AC -1 SEE DETAIL 10"0 CD -4('! 2 FM PROGRAMMABLE THERMOSTAT BY TRANS. 18/10 RETURN UP T AC41 12.2/18 SUPPLY UP T AO ',11 i G I- T CONS TATION I III PHARMACY HVAC PLAN SCALE: 1/8" = f -0" RUN DUCTS ABOVE SUSPENDED C JLING & BELOW FRAMING RUN DUCT DN. WALL INTO CEILING SPACE 12 "0 RUN DUCT TIGHT TO UNDERSIDE OF STRUCTURE ULTAT o J- 10 "0 1; G 10"0 ( 10"0; CD -4 260 CFM I, '0 RG -1 TEMP. PHARMACY HV.AC PLAN c) SCALE: 1/8" = f -0" AC UNIT HOLD ON BRACKET ti) DIFFUSER INLET DETAIL rf c i RPATF Nn. TP 4 CD FM !I ACY RUN DUCTS ABOVE SUSPENDED CEILING &BELOW FRAMING RUN DUCT DN. WALL INTO CEILING SPACE RUN DUCT TIGHT TO UNDERSIDE OF STRUCTURE 1 0"0 SUPPLY & RETURN SQUARE TO • ROUND TO RELOCATED HEAT PUMP EXISTING RELOCATED HEAT PUMP APPROX. HERE ON DECK OF PHARMACY. RUN CONDENSATE TO APPROVED LOCATION. RELOCATE PROGRAMMABLE THERMOSTAT APPROX HERE O FIXTURE TYPE O INCANDESCENT OR H.I.D. LIGHT FIXTURE L_ 1 FLUORESCENT LIGHT FIXTURE SUB - LETTER INDICATES CONTROLLING SWITCH, a CONTROL OUTER LAMP(S) AND b CONTROL INNER LAMP(S) $ SINGLE POLE SWITCH +48" [ +1220mm] pi ,1)4` PLUGMOLD WITH RECEPTACLES, SEE SPECS SEE ENIARGE PLAN OF THIS AREA THIS SHEET $° SINGLE POLE SWITCH WITH PILOT LIGHT, +4E' [+1220mm] DIMMER WITH 3 WAY LUTRON SLIDE TYPE, +48" [ +1220mm] • SINGLE PLUG -IN RECEPTACLE ctp DUPLEX RECEPTACLE +48" [ +300mm] MIN. • ISOLATED GROUND DUPLEX RECEPTACLE FOUR -PLEX RECEPTACLE O JUNCTION BOX, SIZE AND TYPE FER CODE EXISTING PANEL QUEST AND TRANSFORMER PARTIAL FLOOR PLAN NOTES: 0 E.C. TO PROVIDE (3) 20A /:P BREAKER IN EXISTING PANEL P13 FOR COOLER EXPANSION. VERIFY SPARE /SPACE IN FELD. (D DEMO EXISTING ELECTRICAL DEVICES IN EXISTING PHARMACY, DEMOLISH AND RERLOCATE (10) 4 -LAMP FIXTURES IN FRONT OF PHARMACY FOR r\ USE IN TEMPORARY PHARMACY. SEE TEMPORARY PHARMACY NOTE # 1. 03 MOVE EXISTING FIXTURE AS SHOWN. EXTEND CIRCUIT AS REQUIRED. FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK. LEGEND $, SUB - LEITER INDICATES FIXTURE CONTROLLED. +48" [ +1220m m] LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER WI LITHONIA ® OR METALU% WILLIAMS NUMBER 2SPG432Al2.125- 120- SSB -LP (TWO BALLASTS) 2SPG2UAl2- 120- SSR-LP LAMPS 4 -32W T8 2 -U32W TB MOUNT WATT REMARKS RECESS 126 PROVIDE ENERGY SAVING IAMPS AND ELECTRONIC BALLASTS. PROVIDE EARTHQUAKE CLIPS. RECESS 63 PROVIDE ENERGY SAVING IAMPS AND Fl FCTRONIC RAI I AST, ELECTRICAL DEMOLITION GENERAL NOTES ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING ELECTRICAL DEMOLITION WORK. REMOVAL OE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. REMOVE ALL UNUSED SURFACE RACEWAYS. RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTi_NDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE NEW CONNECTION AS REQUIRED. PROVIDE CUTTING, PATCHING, TRENCHING AND BACK FILL FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH OWNER, ARCHITECT FOR WORK SCHEDUI. E. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. COORDINATE AND SCHEDULE WITH OWNER FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN EXISTING ELECTRICAL SYSTEM FOR OWNER'S NORMAL OPERATION AS REQUIRED. FUSED DISCONNECT, COORDINATE WITH EQUIPMENT SUPPLIER ❑' NCN -FUSED DISCONNECT, COORDINATE WITH EQUIPMENT SUPPLIER 4 MOTOR CONNECTION AS REQUIRED ♦V TEL./ DATA OUTLET WITH 3/4" [20mm] C TO CEILING SPACE OR AS SHOW1 HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES INDICATE NUMBER OF CONDUCTORS INDICATES WIRES & CONDUIT OTHER THAN 512 AND 1/2" [12mm] C. C INDICATES METALLIC CONDUIT, P.V.C. INDICATES PLASTIC CONDUIT s BRANCH PANEL WP WEATHER PROOF +48" [ +1220mm] INDICATES MOUNTING HEIGHT OF EQUIPMENT /CUTLET CENTER UNE ABOVE FINISH FLOOR M.L.O. MAIN LUGS ONLY Cu COPPER A.F.F. ABOVE FINISH FLOOR G.F.I. GROUND FAULT CURRENT PROTECTOR #8 THW C EXISTING MIDP -1 EXISTING FEEDER EX' 18 ,NEL 1 02 T12 ' =SKVA 480 208/120V C, 3$8 THW CU q s THW CU 50A MAIN BREAKER • II L,- - PARTIAL FLOOR PLAN e SCALE: 1/32" = 1' -0" TEMP LAB POWER PLAN e SCALE: 1/8" = 1' - EXISTING AC TO RECONNECT TO PANEL PT VERIFY EXACT LOCATION W/ M.C. EXISTING 2500 A CU BUS, 480,/277'. 00 431, 100,000 41C MINI. / (EXISTING) ' ( EXIsTIUG) too, (LFJ) 100AF (LFJ) r 1 XISTING PANEL - LJ I PARTIAL ONE LINE DIAGRAM NO SCALE TEMP LAB LIGHTING PLAN/ SCALE: 1/8" = 1' -0" v TEMPORARY PHARMACY PLAN NOTES: 0 E.C. TO REUSE EXISTING FIXTURES TO THE TEMPORARY PHARMACY LOCATION. SURFACE MOUNT. VERIFY EXISTING FIXTURES' VOLTAGE. REPLACE BALLAST ACCORDINGLY. ()Hq PANEL: PT TEMPORARY ONE LINE DIAGRAM NOTES: 01 TEMPORARY POWER FOR TEMPORARY PHARMACY. DEMCUSH POWER, CONDUITS AND WIRES WHEN REMODEL IS DONE. CIRCUIT USE RECEPTACLE WATER HEATER RECEPTACLE RECEPTACLE RECEPTACLE SPARE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD PANEL: P12 NEW CIRCUIT USE WATER HEATER LIGTHING SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD PANEL: C1 EXSITING ® PANELS X AND C1 LOCATED ON PRODUCTI'AREA OE MEZZ ANINE, 1320'. VERIFY LOCATION IN FlELD PRIOR TO ON FFC RID. PHARMACY NOTES: 0 POWER HEARING AID SHIFTED N 3 E. CATE HENG POWER TO NEW LOCATION EX TEN D WIR E AND RELO CONDUIT TO ARI NEW AID LOCATIO REPULL WIRE AS REQUIRED. PANELS X AND C1 LOCATED ON PP.ODUCTION AREA OFFICE MEZZANINE, f320'. VERIFY LOCATION IN FELD PRIOR TO BID. NEW LOAD. PROVIDE BREAKER AS REQUIRED. 208 / 120 VOLTS 225 A CU BUS M.L.O. TOP FEED A 0.5 1.08 PHARMACY - LIGHTING PLAN SCALE: 1 /e" = 1' -0" NO SCALE SFIELF BACKSPLASH COUNTER WIREMOLD 4000 SERIES (2 COMPARTMENT) FOR NORMAL RECEPTACLES & PHONE /DATA OUTLETS. CLEAN POWER RECEPTACLES, +18" PHARMACY PLUGMOLD DETAIL PHASE (KVA) 0.50 0 1.04 3 PHASE SURFACE MOUNT L DKr' CKT BKR. N0. N0. 20/11 1 2 20/11 3 4 0.54 20/1 5 6 20/11 7 8 20/1' 9 10 20//1 11 12 2.58 KVA 0.54 1.98 KVA 7.26 KVA (2) -3/4" CONDUITS UP TO CEILING SEE DETAIL 1 - FOR W LOCATION. 4000 S ERIES LOCATION. . ( UP 1) „1,-)-1e/E2" LING CONDUIT BKR 25/2 25/1 20/1 A 0.18 1.44 4 WIRE 22000 A.I.C. MIN. SQ -D NEHB 0.54 1.00 1.62 1.54 PHARMACY - POWER PLAN SCALE: 1 /8" = 1 -0" CIRCUIT USE RECEPTACLE [RECEPTACLE 1.44 j AC 1 LIGTHING I SPARE 208 / 120 VOLTS 3 PHASE 4 WIRE 225 A CU BUS M.L.O. 22000 A.I.C. MIN. TOP FEED SURFACE MOUNT SO - D NEHB PHASE (KVA) CKT7 CKT PHASE (KVA) A B C BKR. N0. N0. BKR.I A 1 B C • CIRCUIT USE 0.36 20/1 t j 2 20/11. 1.00 I PLUGMOLD 1.45 20/1 3 I 4 20/1; ? 1.00 ' RECEPTACLE 20/1 5 6 20/1j _ 0.36 L RECEPTACLE 20/1 7 8 20/1) SPARE 20/1 9 10 20/1 SPARE 20/1 11 12 2pLi 1 SPARE - I 20/1 13 14 20/1 1 1 SPARE 20/1 15 16 20/1 1 ' SPARE -I 20/1 20/2" 1 1.23 1 AC -1 20/1 19 17 2O 16 L_ 1.23 I 0.36 2.59 KVA 2.23 I 1.45 2.45 KVA ; 1.00 li 0.00 1.59 KVA 1.59 . 6.63 KVA 18 A 208 / 120 VOLTS 3 PHASE 5 WIRE 100 A CU BUS 50A/3P MAIN 10000 A.I.C. MIN. TOP FEED SURFACE MOUNT SQ -D NQOD PHASE (KVA) CKT;, CKT: PHASE (KVA) A I B 1 C BKR. NO.1 NO.1 BKR. A I B C CIRCUIT USE CIRCUIT USE RECEPTACLE 0.36 ! 15 /1 2 1 �1 0.16 TIRE RECEPTACLE RECEPTACLE 0.36 15 /1 3 4 15 /i' 1 0.18 TIRE RECEPTACLE RECEPTACLE 0.36 15/1, 5 6 20/1 1 1 0.36 PHARNAC'Y PLUGMOL0 « , RECEPTACLE 0.36 15/1 7 8 1 15/1 0.5A 1 1 PHARMAC1 RECEPT « RECEPTACLE 0.36 15/1 9 101 15/1 - 0.18 1 PHARMACY RECEPT• RECEPTACLE 0.36 '15/1 11 12 i 15/1 0.54 RECEIVING DESK RECEPTACLE 0.36 15/1 13 ta! SPA SPACE 15,/1 15 . 161 1 _I SPA SPACE 15/1 17 181 I "1- SPACE SPACE 15/1 19 20 L ) SPACE TOTAL PHASE A(KVA) I.O8 1.8 KVA 0.72 1 I TOTAL PHASE '.B (KVA). 0.72 1.08 KVA 1 0.36 TOTAL PHASE '.0 (KVA). 0.72 1.62 KVA 0.90 �' TOTAL. CONNECTED LOAD 4.5 KVA 12 A'. O NEW AC UNIT ON ROOF. W/ 4 VERIFY EXACT LOCATION M.C. . 12/24,6 P12'161 NEW PANEL P12 'I - __-_- . -ANEW TRANSFORMER T12 7 ON PHARMACY ROOF. 0 0 Q z z 0 W z O E-a Qi a W a W O a z C.7 z w TS! AV') (J /)F —nFF PANFI EAT LE ce - s Lcbor.oies Inc. Control No. =J77 ' C .. = eles Research Report No. 25147 (E) BAKERY COOLER 200 S. F ,10'4 I /4'H (E) 200 S0. FT. EXPANSION (E) (7J NL6A -166AE 13' -0" E) I' El 4 -6 20' -0° FEE MEAT IMI -KDE (E) -TOP CON ENSIN6_UNIT D' — AO: DIMEY51CN5: 55'x48'x51'H. (APPROX.) HEIGHT: 900 05. (APPROX.) (EXACT LOCATION DETERMINED BY OIH..) 1 VENT -AXIA EXHAUST FAN 12 1/16 ° xl2 1/16 OPENING: 141 9 (EXISTIN0) (EXISTING) 5ED -02 HOT CASE (EXISTING) IMI -KDE FEAT ISLAND (EXISTING) 02-56E DELI ISLAND (EXISTING) SEX /GPEX BAKER( ISLAND (EXISTING) NCI GELATO (EXISTING) 9' -T 1/2" 18' -0" 16' -0° SUPPUIE BY MANN. 4I' -0 1/8" 8'4" 5/D NCI - 6ELAT0 R LEX BAKERY 9'0" LEX BAKERY GALVANIZED STEEL. BUMPER SIZES NOTES .NMR PRODUCE (EXISTING) I. STEEL. BUMPERS FURNISHED BY HUSSMANN - AND INSTALLED BY REFRIGERATION INSTALLATION CONTRACTOR. BUMPERS TO PSE DELI (EXISTING) BE INSTALLED IN FRONT AND /OR NEXT TO ALL GASES. 2. SEE ARCHITECTURAL DRAWINGS FOR CURBS IN AND /OR AROUND REFRIGERATED BOXES. 3. NARROW SALES GSA COILS TO. BE NOUNTED BLOWING TONGS ACH -IN DOORS. WITH A DISTANCE OF I BEHIND COILS. 4. BAKERY FREEZER TNR0SHOLD HEATER. SEE ARCHI- TECTURAL DRAWINGS DETAIL NO.5 SHEET A -9.2. 5. COLUMNS IN P.0.5. BOXES TO BE WRAPPED WITH WHITE EMBOSSED STEEL. 6. ALLOW 2' -0" CLEARANCE ABOVE NOTED OUTSIDE COOLER HEIGHT FOR STRUCTURAL STEEL. 1. DIAMOND PLATE PANEL SUPPLIED BY HUSSMANN INSTALLED BY OTHERS. 41' -9 I/8" (000 WALK -IN PRODUCE COOLER 891 SO. FT.x20'4 I /4 ° 14 . (4) 6156 -540A (N) 32' -I" CASE OPENING AREA OF WORK: (N) ANTHONY 52'063 REACH - IN DOORS (E) EQUIPMENT SCHEDULE T SPACE DOOR. (U) USED (E) EXISTING (EM) EXISTING, MODIFIED (ER) 05150156 RELOCATED (N) NEW • EXISTING COOLER/FREEZER WALL • NEW COOLER/FREEZER WALL CI • • 0 .f0' 1 8'-11 1/2° 41' -9 I /8" (E) FEAT COOLER 34'0'x40'0°x10 I /4'H. I(E) (E) L ,i I = 0 _ 24'4' S/D [MI- KDEDELI (NE coot.. GEEING 20'9 5/9,, 3/4°) S (0) (0) SALES FREEZEP. #2 9'0 "x46'10'x9'0 °H W/ FACTORY FLOOR (0 5 , x,4Ke DOOR. 18' -0" (f (E) (EN 35' - 0" (E) ( E) MEAT PREP. 1,791 `A. FT. (El 41' -9 1/8° t y (E) ( ▪ (0) ( E) I ( E B EI I • HOT CASE _ (BY OTHE4 ) 68'5' 151 -KDE MEAT (NET COOLER OPENING 60'4 5/4 ") n I _ 6 13 1 /2'x15'4" CLEAR REQUIRED FOR SLIDING 19' -0' 14) 5H15- 556KSE 14' -O" (EXISTING) (VERIFY) MD60 32'x63' V LARD -IN 15) ,NCO 52 ° 065 ° VAN5ARD IN DOORS (E) 16' -0° (E) DELI COOL. 16'0,24'5 °,0, 1 /4'H. 10 ACP6 -1E I 3 0 12'4' IM! -KDE r T 12'4 12 (E) (E) 1 (E) ICE CREAM FREEZER 9'0 ° x7'3 "x9' ° H. (E( (21 5K64- 204K65 89 50. 07.x90 °1 12'4' G2 -X6E 12'4" 62 -X6E D 'I' 12'4 G2 -X6E DEW 12'4 G2 -X6E DMLI (E) GHICEN ROTISSERIE BY OTHERS) SEE CLOSE OFF PANEL DETAIL THIS SHEtT. TYPICAL (4) PLACES. SEE ARCHITECTURAL DRAWING FOR EXACT LOCATION. 1 I I I I SEE NOTE NO.5 - 0 (E) 0000 -TOP CONDENSING UNIT MODEL: OPHI4PM- M6 /M6M6M6M6 HEIGHT: 2,500 LBS. PARTIAL FLOOR PLAN : POINT OF SALE/FRESH FRWRAM SCALE: 1/6 -0" rg o 1205 40 1 c- ANTH.OWDOOR SURFACE MONO RIGID EMT COWIN1/7 J - BOX CENTERED ON P.0,.5. MULLION NOTE: N6 /1 G I IM2/1V Ai/111A ITiAI/ f11 - 'YA iI BAKERY COOLER 200 SO. FT.x10'4 I /4'H. 2L0 50. FT. EVANS. (D HwA - 1AvAS HEAT SCALE! 41'-9 1 /8° MECHANICAL HOUSE 19'6 "125'3'x10'4 1/4 "11. I.) J -BOXES TO BE MOUNTED ON MULLIONS GON7JIT; BETWEEN EACH DOOR FRAME THROUGH FLEX ENTIRE P.O.S. BOX. a I EIEONENGY MECHANICAL H VENTILATION SWITCH PER UMC SECTION 110/.5 AND 1108.4. ROOF - CONDENSIN6_UNIT 'D' - _ 01 55'x48 (APPROX.) WEIGHT: 900 05. (APPROX.) (EXALT LOCATION GETE@1I. BY OTHERS.) I SE 120V 1Pn (TYPICAL AT EACH CUSTOM REFRI6. SYSTEMU .•. 9'0 CEX BAKERY 2T 1 27 0 CEX BAKERY REVOLVING RID LIGHT (BY E.L.) MOUNT IN HIGHLY VISIBLE LOCATION. VERIFY AND COORDINATE EXACT LOCATION WITH OWNER. PROVIDE 5I6N BELOW EACH L16HT INDICATING RACK (LON TEMP., MED. TEMP., ETC.) ALARM BELL PROVIDED BY HUSSMANN VERIFY AND COORDINATE EXALT LOCATION WITH OWNER. INSTALLED BY E.L. 41' -9 I /8" ISGALEI HEAT TAPE EA4 2NCI 6ELAT0 • 32'5" JVMR PRODUCE LEiEND 0 REFRIVERATION SYSTEM a ELECTRICAL GALLOJT m JUNCTION BOA © SOLENOID ® LPG TEMPERATURE PROBE Q CONVENIENCE OUTLET pT THERMOSTAT © TEMPERATURE SENSOR ® DEFROST TERMINATION THERMOSTAT 41' -9 I /8" AUTOMATIC DOOR SWITCH WIRED TO FAN CIRCUIT AND SOLENOID. FAN AND SOLENOID DE- ENERGIZE WHEN DOOR 15 OPENED. AREA OF WORK: ® IOOW VAPOR PROOF LIGHT. PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. - 4'x8 WATER TI6HT FLUORESCENT FIXTURE INSTALLED BY ELECTRICAL CONTRACTOR. 0'08" WATER TIGHT FLUORESCENT FIXTURE. PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. PROVIDED AND PRAnANAIIf. I IAIFAR lMIMI 1 AMP PI 4 1-1,1 A 71,1crA1I c■ • + 4. O -e- 21 21 L� V 24'4' S/D IMIiKDE DELI zl �, NOTES 1. ALL JUNCTION B01T5 FOR REACH -IN DOOR LIC+ITS TO BE LOCATED ON MULLIONS. SEE DETAIL THIS SHEET. 2. OVERHEAD ELECTRICAL CONDUIT TO BE RUN INSIDE OF TRUSS WORK A5 HIGH AS P055I/00 AVOIDING SKY LIAHT5 AND STORE LIOHTIN6. 3. ISLAND CONVENIENCE OUTLETS - PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. SEE LOCATION DETAILS THIS SHEET. PRODUCE COOLER SWITCH LIGHTING - PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 41' -9 1/8" 5. SURFACE MOUNT.ALL CONDUIT FOR HEAT/ DELI /PRODUCE REFRIGERATED WALK -IN BOXES ON THE EXTERIOR ROOF OF THE WALK -IN BOXES. SEAL ALL PERFORATIONS WITH PEINAOUM OR EQUAL. i')irq I --- Cr> OTHER LOCATION 41' -9 I /O" `��� TYPICAL LOCATION ISLAND D I NC. QUANTIT TWO, SAME LOCATION OPPOSITE SIDE SEE ARROW. 1 68'5' IM1 -KDE MEAT CUT -OUT 31 HEAT TAPE CHICKEN ROTISSERIE (BY OTHERS) HOOT CAS ( BY O'.I1ORA) ROOF -TOP CONCENSIN6 UNIT MODEL: OPHI4PM- M6 /M6M6M6M6 WEIGHT: 2,500 LBS. PARTIAL FLOOR PLAN SCALE: 0 OTHER LOCATION TYPICAL MI ISLAND CONVENIENCE I' OUTLET LOCATION AND MOUNTING. 1 QUANTITY TAO, SAME LOCATION OPPOSITE SIDE SEE ARROW. ELECTRICAL ] MEd= E _ _ _ _ _ _�C• ∎___ * • _ __�Cml__ ® ®__ ��C•] II: ROLF-TLP COND615IM5 IUNIT (U - ___r•]______r•_ C•] [[••] _____C 7__ ∎ ∎_ ∎_[•'___C =7 [•7 -_�� • __� ■_ 1� ∎U [•] 1•11111■■■IC•7____■■C•EIMIIII__C•7 [•] IIIIM__ ∎C•7_____ C•'_�C•] [•] �_■■C•7_____ ∎MININ1111_111111C•7 i M__-_______C•�_ C•7 •] _IIIMIC.M______MII■•C• [•] mi__mmiC•�______o [•] 1•11M■_11MIIIC•7______Ct _ MII__MIIIIC•7___■■_C •] 111111111_ M__■■_•[I MO DFiI 15 DELI ISLAND DE.i ISLAND DELI CO ER I6'0'x24'1'x10'4 1 /4'3. ROOF-TOP CGNDENSINS UNIT ('E) C2 -X60 (E C2 -X60 (ELI im.-_ ....limIEN � VOLT FMs _ TOTAL Pat Ply toll us Cl] MN mo mis N `_] cm _____C•]___C• [ 0] _ ____C•]___ • _____C•]___C• [•] _______ • C•] •____C••]___C• Ca _N__C•]■_ • [•] ____ C•]■_ • [•] ___ C•]■__B• [•] MINI_ C•7_•_* [•] INIIIIIIMI _n___r• [•] __ C•]___ • C• __C•7 _____C•7 ®MM111111 • [•7 __C•] _________C• [•] _■C•] _____C•7IIIIII__• [•] MINI_ _____�•]___C• �s� S. 51 BH ( ICE . AN E '"L2ER �. .. R RAG. 4JJl'E: 5A113LITE (E1 5J3LG.B2 PRODUCE PLUS SYSTEM LOLER 1 /4'H I:1 i E) /4 (E S 5LE REFRIGERATOR 120Y CIRCUITS VW ELECTRIC d -K-INS EGTRI fl GYC CAS I - SYEA ' FA AND TAM LIbHTS Li R 20 TOT, .BV LINE TO...E - COILS VOLTA./ !�!1+.I� Y9D9. ION FAN L ('HE ASC ��� FB• CASE Fi{45E LI © © rA :: ' T � L'61'.'L:� i• _ � __ NMI • __ ®_ ® ® _ -m_ 2 X64 -NNAf (E) 120Y/I 12 I.6 \, -I\ �__ C• _C•] -----C�� 4MA -150 (E) i _[• =IBM �����C•l ∎��C• • __ _ Mil al I 1 01 ________ • __ __ MN J - I 5H54i56YbE (E 460//3 I �_�M_�•]�__ • • �__ NM C•] 1 511 E 460 ___MMI__ ..©. __ • • __ _� _101 ____r�__�• - =I MN 2 SKb4- ]CMKEE (E IXN / _ I 12 _M® ®®C7 --C• M•11111111111111 _ • _N _ ___n___10I3 3- 20 E r•7_■__ _C• (E _C�•�]� ____C•7___C• • �__ ■ • _I\ 1 2 Hqb- 2CLYfE 120/1 4 IBUI_EIBIECIC•7__r• ®____ = • • _� 2 HWb -NbKEE (tl Q., 12.3 ��� - U1111111 C• __� 120//1 6 En __ME 9.6 CE___ • __� __ 11111[011111111111111111111111111C8 2 Hfb -I66AB (ELI 120✓/I . ®�-- ®�_-- • _MMIIMEI__E] 5146 - 1 46A (E) 460//3 2 __--®. rr__''�_ • -NI_ ■ i__B 3 GORES -I60A (E) 120/1 1 _�__ ®�J___ • �[��__ �BIBI111•1111111__BA _____NN___ • = ___ _C• ____C•7___ • C•7____ _C•'__[•7 ____C•]■__C• ® 1 2.0 12.8 14 'MEW NODS_ Lle.TH aIANT:TY TOTAL :BKTFH 2 I.za -9aYGE ISi56KbE (E 10 /I /3 516VA -IL 9614.1.1 COMPRESSORS VOLTA./ NIN MAXIMUM MIRAII GVER MTPLItt T 24.0 164 REN.ARKS RACK HOUMED SATELLITE. (3) C ON SURER PLUS SYST. A. 30.0 CONTROL CIRCUIT. 25 0 COM 166... MOTORS O9: CEYRI PT ION IN LI.. LI CIO SAS Pi..., .I I] SALE fT� \\ TI�iULD HEATER C ® NDT CONVENIENCE OUTLET el MEA rea WALK -IN LI6H5 (E 21 G2 O LASE L16.5 LI R FR16ERATION T -STAR SOEVID. HOT WATER . 61610611.3 THEMOSTAT. ( 6.157 Sn.n'v. to END CAPS PAVOQNIL 23'.A�'r3' O.D. �5 f!}101A TECRIPTION 5.36. 4„ VOLTAGE/ PHASE 120//1 120/ 1 MISCELLANEOUS EQUIPMENT 20 121./ /1 120,1 120/1 50 16.0 EA CONTROL WIRIN6 SCHEDULE 5. DETAIL 'MEET TNN TO WJtO -AIRS Cam.. PANS-. (BY COTES) FRJ,ILED AND INSTALLED ELECTRICAL CON1 ACTOR AND 1.7661.6 BY RYAR;S RIN (4) W[R6 TJ fT2pTO -ANTE CONTRO_ P 21 WIRES FOR 5C8mI0 6 (2J W R6 FOR LL9NREflIR COM'ALT02. PROVIDED PND INSTALLS) BY T E'' ELELTRILAL CO4TRALTOR. EACH �1 P T Y FR J.E 57 , ON 64. it (5) 5'ARE 9 0 x64'C'xl6'6 Y l 5ALr.5 FRETS .2 6 9'..6'0'x9 • OM k ( ) LOIN SIDE (5'J: F PLUS SY5TEM1 (El E 12' 0' • FT.(E1/I�blRS]. ..,,x. 116 ,'0 N.H. B D SAL. x64 1 /4'H. 1/4 r . - __- \- ,____M_10__r•� `J1 -YM"EE (F) 461.//3 ���� ®��7m--C• DM S A L s F....2 I/3 (E -_ ____■■ • MIN MIDI 2 - 3'/4KFE 120V /I 12 �� ®�� , � • 9 SAS Ft� '292 .2 1 /3 ( El 2 °..K64 - Y4KEE (E 120J/I 12 90 'x5T' 3H . • 111111111111111221113152 LOW SIC£ (SUPER PLUS SYSTEM) ( ELI -■■■, I �■ • • • II) 4LP+ (E1 IT.96 [®] `- �C•l ∎__ __C•'__C ®7 �����CC•7N�C• MI SATELLITE CC.1.5ln (E • __ �_A -----C•1/___ • • - - C.] ∎IM_� __N_ • _ =0 _____C•7___ cm 5,D EA �__ 111111111131M1111111111 • _ ■cv- ___�•]___[• in MffAT 15L. (El �� ® ®� 0.9 _ ®_ ®_ • _ ®[•� ® ® ® ®� ® -- • r®] 5/D 0,1 (E) ��_�C®]_ O.a ® ®1�__C•] __ ®®_\•7_�C• -'Y _EB 4', 6`56 -340A (N) 115V/I, .2 ®® 0 XJ f •'x •.I4 E.i NOR 3,0 32 2. II 9.2 __ ®�___ - ____C•]___[• Bla 190'x646 6 1 /4'H. 1/2 ( \ - I_ ____�__1.7 1 SNAP -T46A (Fa 400/3 2 _�_______C• CM 19'6' 23'3 10'4 = ∎, -\_ ____L 0 2 5K23-104A (E) 120/1 4 19 6'x25'3'xIO'4/4'N. (E1 - I ■ ® ®®■® �_ ■ • • P - �C• �� ®__(•7■■■C•7".d^�! BDI _- ______ �___ . ----_ \ I_--[- _ =7JK4E (F,I 3.43 [•] �_�C•7_____�C•'__r•7 ____r•7___C• [m] ®�Co7___M__C• __C•7 _____MIl___ • VERIFY E%ISTINS LOADS). _-[_'___r• _____C•]__■r• __ MI6 I /MC41R'6A5 15 2B __ C•N___ • ____ C•7___C•� EQUIPMENT SCHEDULE (E) EXISTING (EM) EXISTING MODIFIED (ER) EXISTING RELOCATED (N) NEN (U) USED s FREEffiE DOOR HEATER (1.J Borm2 IENOE OUTLET (ELI N)( FLOFExENi 61!15 ( E ROOF TOP COQ A (E TOP COVE.. 5(0 MULLION LIGHTS (FJ ICE .EAM FREEZER FRAME 6 DOOR HEATH., ICE CREAM FREEZE¢ W1.10N LIMNS (� S ANS FREEZE! 91 FRAM 6 POOR HEATH., MULLION LIGHT (� FRAME d DOOR HEATERS SALES FfL�.R M2 (, MILLION USERS SALES COLE¢ DOOR HEATHS 5 ES CCYA.137 MKHIME ROOM EXHA157 FAN HLCV- V641011 HLCY.041.. ARDCO VANS. .5Ta1 32' ARDCO VANSARD .57. 32' ANTHONY CUSTOM 32' AUTHOR CUSTOM 32' ARDCO VANEARD CUSTOM 32' ANtI4RT CUSTOM 32' 120,/1 120,/1 120V /I 24V/I 120/1 460/3 24Y /I 120/ 1 46043 120//1 120V /I 120//1 120V/I 120/1 120/1 10.0 10.0 20.0 2.2 ( EAGi ) 10.0 n.D 6.0.'0 15.5(F/ 4I.6(NI 86.4(N) 31.26E 54.5(0 (E (E) ISLAND CUSTOM 32' VENT -AXIA 120//1 O O GENERAL NOTES VOLTAGE/ HORSE - PHASE FOYER ANDS I-1.T TAPE " AP " =F YB LIGD" H6iu i m 8Y lSTtt63UTia! UMWGTCR. r IwWIFE 9HIB.D£D e9.mN 954∎ LaN9IwL LIRGIiT TO 611FE2 FLUB T T O M. 516.5757. . PANS A. (s)nIR: cams. CIRCUIT TO WM. e. Pa'£¢ SUPPLE. CZII I IE TO SUPER ELLS 5 9541 [ i I'1OIIT TO SUPER F.US GYSTEI P L PM A (5)XIF MIEN E LOR'IL C1120.117 TO � TQt PJ15 MIEN B Parma wFT 10 FIXTOYS AT O. SEE NOTE AMBER 1 46 DOORS 52 FIXTURES AT 0.60 SEE NOTE NUMBER 14. 39 MK 65 64 FIXNRS AT 0.65 AMPS ECM. 58= MIOIE Ml i9C,e 14 . 1. USE MATERIALS AND METHODS OF IPSTALLATION THAT CONED. TO ALL APPLICABLE U.03 AND ORDINM`GES. 2. NO .HINiM WIRE SHALL BE USED TO CaNGT ANY H SS.. FURNISHED EAUIPME T. 3. VRtIOR ERIFY TO INSTAL.ATIOWftODR . LC O OF ELECTRICAL SPJJRTUB -UPS FOR RI...RATED LAYS WITH REFRI.RA•ION CONTRACTOR 4. SURFACE MOUNT ALL. CONDUIT IN PR.13. RERIStRATED YUCK -IN Ea. AND SEAL ALL PET-ORATIONS WITH F RAS UX CR HI.. AFFI NED SEALANT. 5. cam, ALL BLOYCR OIL FAN MOTORS LOCATED IN WALK -IN EOXE TO ACCESSIBLE PIS..., O. FURNISH AND INSTALL 60.OUI7, WIRE CUTLETS, ETC., FCR REiti.RATION CA.5 MD =OE T C.I,ETE MID READY TO OPERATE, AS DIRECT® BY T. REFRI.RATICN CONTRACTOR. ELECTRICAL CONTRACTOR SHALL .0 SON. ANY ...FT DIWINEGTS, CLNTAGTORS, CONTROL PLEATS, ETC., NHCH ARE NOT SPECIFICALLY SUPPLIED BY H SSMA N. T. fMVIBI THE ELECTRICAL PLANS Alm DIKOtAS PRIOR TO STARTING WORK AND CONTACT 4MJSSMVNN :F CLARIFICATION 15 NEEDED. UPON CQ 1.LEFOL % WIRItS, THIS CONTACTOR SHALL PEfFJRA A S TISFALT.RY OPERA WM. * A IR CKSK WITH T!E REFRI6EATCN Ca4TtALTOR, BY RINGING OJT POI_ C[Rg11T AND CORELTINS WIRI15 E..IYi, 8. MOUNT AND /OR conmr T ALL N3.STATS, ' IDS Am OBEt ELECTRICAL CONTROLS FURNISH. BY REFRIGERATION AND /OR AIR CONDITIONING CONTRACTOR. CONNECT ALL MOTORS, COmaLS AND OTHER COEN.. FURNISHED BY 71;Ec CalTivY. ORS. 9. FURNISH AND INSTALL ALL CONDUIT, HIRE, OUTLETS, ETC., FOR ALL LINTS, MATE., WALK - IN EO. AND/O /OR REYM -IN POOR ASBB AND Ali.ODEL FIXURES AS lElRm. THESE FEM. ARE R 6f OI}g6 AD INST Bf iVE H.FC TRILAL fdl CONTRAC 10. ALL./J U1T H'OL RE RIEEtATED CASES UFO. EIILDINS FLOOR SLAB TO BE MINIMUM I • RI61D STEEL., OR AS APPROVED BY LOCAL CODE Mm TIE N.E.L. I I . ALL HU... CASES HAVE EITHER TM OR THREE EFCTRICM. CIRCUIT TO BE CONNECT®. COSTANT ON ANTI -SYEAT HEATERS N. FANS ARE TO BE WIRED TO A CROON PANEL FOR CONSTANT OPERATION. LYC.11, ,..3WEAT .6.93. ARE TOES WIRED TO A CCAVON PATE. WITH CONTACTOR TO BE NR® ON AND OFF BY HUMIDISTAT MOUNTED IN SUES A.A. LASE L[N(T CIRCUITS AFE TO WIRE) TO A CO.+ON PANE- NIT, CONTACTOR FOR SINSLE SWITCH ON.. 12. .PL/1 WIRE. - TIE REWTE AURA BELL ANP LIGHT ARE FIELD AIR°..J BETYEEN TERM.. 31, 32, AND 53 NEN PLUS SYSTEM (5) ATE U:ED. THE ALAR4 BEL CONNECTED BETI'✓EN TEHINAS 32 AND 33 IS RrN'NISIED BY HEW.. INSTALLED BY ELECTRICAL CONTRACTOR (MAX, LOAD 1.0 AMP AT 120 VAC) THE ALARA LINT WITH rus EE UNIT, AMD Ram IF M1.CF_Y - JRY, cater. 8`RY✓031 TW9NAL5 31 AND 33 15 FU ILS. N E) AND NSTALLED BY ELECTRICAL t.ONTRALTOR (A%. LOAD 2.0 .5 AT 120 VAC) . 5E: HIRIlS DETA 13. FrE D I CMCTS OR MOTOR STARTERS ARE t4DT SU.IE) 8Y WES`MH4V UWE55 ` IFIEP OR&@11SE (SES E.EGTR[LAL LETAIiS IN;WLBD HITH THIS SET CF PF LRPWIN65.) 14. P P18 E E,TRICAL PRP / ICi'J BY AND , C=CTOR TO CON., ALL COOLER A FREffi AR t DOOR CIGARS TO ENERSY HAUGE EIT GREY. 15. FAN DISCOAEGT SNITCH MUST DE-633351E REIRECEANT SOLENOID VALVE ON ALL WALK - IN EVAPORATIVE CO.. 16. ELECTRICAL CONDUIT TO RUN INSIDE OV AD TRLYS -NORK. IT. REV. A'rE11LT PANE.'11TEPULES FOR ALL ELECTRIOPL LOADS SHOWN ON HJS564. DRAWIINFf. IN(TE: THIS EFCTR.ILAL IMFORxATION 15 THE PRGPE. OF HUSGANN 111.16ERATION, INC. IT 15 FLR THE USE OF PERSON/ SEFST® BY TO WRITE PLANS AND SPECIFICATIONS, AMP 15 INTENDED TO SHOE RSOIIRBBNT FOR RFiRISERATION, AIR CONDITIONING AND FIATIRIZATION M RELATED TO EOIIPNENT AS PROVIDED BY H SSMA PN. IT 15 THE RaP0H5151LITY OF THE ARCHITECT, ELECTRICAL AND MELWWICAL EN6INEE , TO VERIFY ANP COORDINATE ACCURACY OF ALL 01.510. WIT. CONRACTOS AT THE J205ITE Atm ImuRE THAT DerALUTIOh5 carom, TO SFTsirrcATIINS ANP ALL APPLICABLE CODES. EACH 120E L I KICKPLATE OF LASE 24" 24" X 24" BLOCK -OUT FINAL POUR TO BE MADE AFTER CASE 15 .SET F� nna ■ T NK nFTA T I \FLOOR SINK I/2 �ED W/ I/2 TE COVER KILKPLATE OF CASC-- \ DIMENSIONS AS SHOWN ON PLUMBING PLAN OFFSET BEND IF -- REF. FOR ADJUSTMENT BAKERY COOLER— - 200 SO, FT.x1O'4 1 /4 "H. 200. FT. EXPANSION (2) mr.,•,16•A3 —III — III —111— 1 41' -9 I/8" TIE INTO ISTING COIL TE STUB -UP, IELD VERIFY) 147 ROOF -TOP CONDENSING UNIT 'D' ROME HLA=2� DIr@5ION5: 55,45,51 (ATM.) ?EIGHT: 9O0. L55. (APPROX.) (EXALT LOCATION DETERMINED BY 0fts.) iELA`O PREP. S0. FT.x10'4 1 /4'14. 2) 6136 -125A PLUMBING LEGEND O PLUMBING CALLOUT 1 PLUI7IN6 STUB-UP •-- (EXISTING) LASE /COIL CONNECTION (NS4) CASE/COIL CONNECTION PLUMBING SCHEDULE 4I' -9 I /8" S/D 6ELAT0 NC PI EXISTING DRAIN BACK FILL EXISTING DRAIN. K COIL WASTE STUB -UP, SEE ARCHITECTURAL DRAWINGS MECHANICAL SHEET FOR DETAIL. O B "x6" FLOOR SINK. SEE ARCHITECTURAL DRAWINGS MECHANICAL SHEET FOR DETAIL. 12 FLOOR SINK, SEE ARCHITECTURAL DRAWINGS MECHANICAL SHEET FOR DETAIL. 41'-9 I /5' 32'5' JVMR PRODUCE AREA OP YORK: fa 41' -9 I /4" 41' -9 I/O" ■ ■ 1 � 24'4 5/9 NMI -KDE DELI 1 MEAT COOLER 34'0'x40'0 °x10'4 I /4'H. • MEAT PREP. 1,791 50, FT. • 1 F 68'5' NMI -KDE 14ENT GELi COOLER 16'0,24 I /4 (2) ALP6 -152 • L DELI PREP, 400 50. FT DL qo CH', CKEN ROTISSERIE (BY OTHERS) PARTIAL FLOOR PLAN SCALE: I I I I I I 10) ROOF -TOP CONDENSING UNIT MODEL: OPH14PM- M6 /M6M6M6M6 WEIGHT: 2,500 LBS. PLUMBING A 1205 3. n F THREAD ROD IFE INSULATI P i PF GRADE F I AYnI JT " TYPICAL REFRIPER /V. SUCTION /LIQUID LINE. 4 EACH HANGERS TO DOUBLE TIE- WRAPPED. PVC PIPE - ..LfiETI11LE 40. UN /STRUT HANSER5- (ALL PIPING 4 REFRIGERATION ELECTRICAL 15 TO FOLLOW PLUMBING 4 HEATING LINES WHEN P05515LE). S CAL E 41' -9 I/O " 15/8 ROOF -TOP CONDEMNS UNIT 'D' - 110ar A A -2 - �. D1,5610., 55,48,61 "H. (APPROX./ .64.rT: oo 195. (APP..) (EXALT LOCATION DETERMINED BY OTHERS.) NOTE: I.) GENERAL EONTRACTOR TO DO CUTTING DI66IN6, BALK FI LLIN6, COMPACTING AND FINY5HIN6 FL.. 2.) REFRIGERATION CONTRACTOR TO INSTALL PVC PIPES AND FITTIN65 TWETHER WITH REFRIGERATION LINES. FOAM OFEHIN6 AFTER RERI6ERATION LI.S ASE INSTALLED BY REFRIGERATION CONTRACTCR. FINISHED FLOOR 6° VIA. MAX. STUB (TYPICAL) HIGH POINT TO BE 6" BELOW FINISHED FLOOR. PIPING TO BE INSTALLED WITH A MINIMUM I /8 " /FT. PITCH IN DIRECTION OF FLOW. REFRIGERATION LINES 41' -9 1/8" LL F/FFPT r P T ? A nNI I TNIFC, TK1 A\ //- SCALE 32 �J 8'4° 5/D NCI 9' LEX BAKERY 0 9'0" LEX BAKERY GELATO NOTES MIN LINE SIZE LEGEND NT I/O ° x 4 = 1/2" 15 I/8° x 5 = 5/8" O 1/8" x 7 = 7/8° ID I /8" x 9 = 11/8 II 1/8" x II = 10/8" • I x 13 = 15/8" IT I/O " x 17 = 2 1/8° 41'-9 I /8' 0 WALK -IN PRODUCE COOL M 891 50. FT.x20'4 I/ °H. (4) .56-340A (W t ® I � 32'5" JVMR PRODUCE AREA OF WORK: I. ) PLACEMENT OF LARGE THERMOMETER INSIDE COOLEn'S. TO BE INSTALLED BY REFRIGERATION CONTRACTOR. 2.) TEST OUTSIDE ALARM MONITORING SYSTEM. 0.1 LIQUID LINE PALL VALVES PROMO® AND INSTALLED. BY .FIELD CONTRACTOR. 4.) KEEP REFRIGERATION PIPING RUNS AS HIGH AS POSSIBLE AVOIDING SKY LIGHTS AND STS LIGHTING. 5.) KEEP REFRIGERATION PIPING AU. CLEAR OF SE0ZANINE ROOF HATCH ACCESS. 24'4° 5/D 0 IMI -KDE DELI �I 1/2" SLREYIS - I8° 0. c. (TIP.) I/2" PLYWOOD CLAD IN SHEET METAL TO MATCH COOLER PANELS. 2x2 FRAMING RERIGERATION PIPES FALSE COLUMN PIPE CHASE LEGEND 41' -9 I/O" 0 REFRIGERATION SYSTEM (EXISTING) OAERHEAD LIQUID LINE — (NEYLI OVERHEAD LIQUID LINE • UNIT CONNECTION L LINE SIZE CALL -OUT LINE SIZE GALLOUT HAND VALVE —5/0" • 0 J. X1/2' 0 k oa _ 68'5' 151 -COED MEAT 0 MEAT PREP. 1,791 SO. FT. — i /2 2 41' -9 I/O ' 12'4" C2 -X6E D¢I CHICK. ROTISSERIE BY OMERS ) 12'4" 02 -X6E D 5/8" X2 -G2- 12'4° C2 -X6E 5/8 12'4" C2 -X6E D LASE IT•Y OTHERS ROOF -TOP CONDENSING UNIT MODEL: LPHI4PM- M6 /M6M61.16M6 WEIGHT: 2,500 LBS. FALSE COLUMN PIPE CHASE, SEE DETAIL THIS SHEET. 11 ( 16 PARTIAL FLOOR FLAN SCALE: • i LIQUID LINES I /8'=I' -0" THREAD ROD A. P. ARMFLEX PIPE 1N SJL,1710N. — N \ 40) PLASTID TIE WRAPPED (X2) TYPICAL REFRIGERATION SUCTIOWLIQU ID L[NE. BAKERY COOLER .—' 200 50. PT.40'4 1/4 "14. 200 50. FT. E1PA15ION (2) EACH HANGERS 70 DOUBLE TIE - WRAPPED. PVC PIPE - SCHEDULE 40. UN ISTRUT HANGERS- (ALL PIPING 6 REFRIGERATION ELECTRICAL 15 TO FOLLOW PLUMBING HEATING LINOS WHEN POSSIBLE). 5 G A L E I - .1 NOTE: 41' -9 I/O " /8 ° -1 NOTE: FINISHED FLOOR ROOF -TOP COMD 5IN6 UNIT 'D' 01MB151006 55'x48"x51 °H. (APPROX.) (0040T LOCATION 004 CBS. (APPROX.) (EXACT DEIENINT BY OIHBS.) 1.) 6ENEAL CONTRACTOR TO DO CUTTING 0066146, BACK FILLING, 00MPACTI66 AND FINf5HIN6 FLOOR. 2.) REFRIGERATION CONTRACTOR TO INSTALL PVC PIPES. AND F1TTIN65 TOGETHER WITH REFRIGEATION LINES. HIGH POINT TO BE 6" BEAN FINISHED FLOOR. PIPIN6 TO BE INSTALLED WITH A MINIMUM 1 /8 ° /FT. PITCH 1N DIRECTION OF FLOW. not RUN TO RAC, B 8 DIA. MAX. 5TU8 TYPICAL) FOAM OPENING AFTER REFRIGERATION LINES ARE INSTALLED BY REFRIGERATION CONTRACTOR. 1 5/8" t REFRIGERATION LINES SCALE 41' -9 I/O' o LL g 8'4" 5/D NCI 0 6ELAT0 CEX BAKEW • 9'0" CEX BAKER( PVC PIPE 51 ZE PER PLAN OR A5 REQUIRED (6° MIN. TYP.) 41'-9 I ° I 41' -9 1/8" I 41 LINE SIZE LEGEND ® 1/8" x 4 = 1/2" CI I/O " x 5 = 5/8" 02 I/8" x T = 1/8" 2 1/8" x 9 = I I/8" El 1/8" x 11 = 13/8 O I /0" x 13 = 15/8" IT I/O' x IT = 2 I/O " (RI55R5 WITH EQUAL LINE SIZE NOT REPRESENTED) NOTES 1 5/8• RISER, I.) PLACE.T OF LARGE THERMOMETER INSIDE COOLERS. TO BE INSTALLED BY REFRIGERATION CONTRACTOR. 2.) TEST OUTSIDE ALARM MONITORING 575TEM. 3.) SUCTION LINE BALL VALVES PROVIDED AND INSTALLED BY FIELD CONTRACTOR. 4.) KEE. REFRIGERATION PIPING RUNS A5 HIGH AS 0055180E AVOIDING 5KY LIGHTS AND STORE LIGHTING. 5.) KEEF REFRIGERATION PIPING RUNS CLEAR OF MEZZANINE ROOF HATCH A0005. AREA Cr WORK: 1 5/8° li 02 ff 2 1/8` 1 3/8" RISER I/O ° /8 1~;IM1 -KDE DELI' LEGEND MEAT COOLER 34'0°x40'0 °x10'4 I /4'H. 2 1/8 2 I/O ° I I/2" SCR66 - 16" 0.C. (TYP.) 1/2" PLYWOOD GLAD IN SHEET METAL TO MATCH COOLER PANELS. 2x2 FRAMING RERIGERATION PIPES FALSE COLUMN PIPE GHASE 0 REFRIGERATION 515TH4 (EXISTING) OVERHEAD O.A-)CTION LINE (515-4) OVEREAD SUCTION LINE - RISER •— UNIT CONNECTION L LINE SIZE GALL-CUT LINE SIZE CALLOUT 13/8" RISER 1 5/8" RISER \-(3) T/8" 3)"1/8 = —; RISER MEAT PREP. 1,191 50. FT. 1 3/8 D D Igo PARTIAL FLOOR PLAN SCALE: 2 I/O" - 0 R00F -TOP CONDENSING UNIT MODEL: 0PH14PM- M6 /M6M6M6M6 WEIGHT: 2,500 LBS. FALSE COLUMN PIPE CHASE, SEE DETAIL THIS SHEET. SUCTION LINES 2 1205 P' £ RETR:GERAT;RS REQUIRED CAPACITY COMPRESSORS TEMPERATURE CONTROL WALK -INS SUCTION BRANCH KITS RE LINE SIZES RACK SUMMARY AND ACCESSORIES 0506 -69L (90Z) 3NOHd 80Th NH01' � Za SIHl ONIOi1tl03ii N01!tlWbO�NI llOj . U4 801 1 Z 12150E BRH E✓PP TEMP NODE_ GAPACitt BRANCH „ T -STAY OTHER COILS I., PA. MEAT EX. DOOR LUMP SOLENOID OFF TIME . ELECTRIC 5Y5TBM COOLEN. HE. RECLAIM UNIT MODIFICATION PIT ODIF.TI DESCRIPTION UNIT LETTER ( E) (E) (E) ( E) (EI .n .R13-.0N '•Cp3 LBNSTI TOTAL 00 µ:1T" L36TH AI R T6YP FKH SYS TOTA LMACItt ML4>LL MfOCB . NTL OF R1N SULI I ON IW L ID FEET OF NUN DWID I55:1 LI FEET OF R1N ' Y FETUTAI 3LSAS TIME TE. TIME T. TIME TEMP RN R ISER SI A B L 5. � TLC cr�AH� ' ,) 1 63. Fr ,FJ 89 Y2 FI(MUxq'a'H. -I5 41,600 - 21 03H1 (C' 2 XW- 3'l4KEE (F.) 2 (Ed 6900 (E 4AYE (El RICK A55.3.r 13FR 51 AEI( ), ::::::: IFILATION T% IIIE 0391 (FJ I 5M15556K& (FJ SYE -4Z (FJ MINI -_MINI_ 2 SALSF�ta1 1/4 • E1 -5 50,000 -14 64V. (E) NM (91 3 HIbH ED SATELLITE o4 61i4' -. I/4 fEl -5 50090 -1 4 0391 (FJ I 9115i56KEE to 5/8-42 (U 64V. re) OttG (E 4 R310fE 5ATHl1TE �- - - = � , SNOISIh38 '0. ELEC POINT CONNECTION ELFL*RILAL A�„EI�AM., ' 6 1 � � SNSR a2 1/3 (E) 9'45x9 0'r 600 5 41,5 OJPJ (E1 2 'X64 -]DHSS (E/ (E) 69, (E) OIYL (FJ 6 LOM S:6_ /50. °SUS SYSTEM) 141. - 11 3 COMIFRf_f..ORi (E1 158.585 89.3 AL LIWID DRIER A55/ELY - ( ) ., TUBA -SHED , 3 .,,, (E) r , 28 35,000 20 20 ( FJ 03H1 CO 03EU (F) ® 0016 -26K6E IN M�6 -y4CG{ (FJ 2 55308 4630 6 8030 (FJ a ((E) ' (FJ 5VE „ 69VP (E/ 42V5 (E) M1.. RIdK PARTS l 0 3j HEAT . I,12 1 L qO ��- 69 28 35, 0.',G 20 20 (E) 00 CF) 4M (El .VI (E) 3405 (EJ saw (E) 3ZV5 (El 6.P (EI 36V5 (E .... COMP. TIME GR R1 AY AY_ OP 1 I FR@ ( ° , 400 e30. FT . E 50 32, 000 35 15 2 6 MAIN LIQUID LIME SOLETbI00 ORN00T TIH3 ELECTRIC DEFROST PAN. __ 2 4 00 24 MEAT 35 CLTAbE MOD. __-.® 1� 5% ' BASIC P1ARM WT LOSS ALARM REMOTE .. . Ff. E /bl �. F(. x10'4 I /4'N. I 4 10KEE ( 2 ((E) (969YP 4 (Fa 2V5 (E) IS S 0'x64 0'xl b'b I /4'H 1/4 . lib "'£5 xl (� T] 9 O'x64' O'x18% ',H. I74 (E _® -�� _=I= ��- 01:111=M111111 01:111=M111111 am (S ib PIYL (FJ T REMOTE SAflLITE ALARM 9 NE5 57 F '3', ;4 1/3 (E -® r -CM -E � �yy ©t ®MINI -- ®MINI--- -1- 1-1- 1- 1-1[O] r � R910TE ALA' - . Hussmann Corporation 7272 - First Avenue South Seattle, Washington 98108 -0267 SEATTLE /ANCHORAGE /PORTLAND (206) 763 -9050 Lic. #HUSSMC *134JZ OIY 15, 1 2) 22FP 247,88 EL ROTORS COMRq. E T REO M GG:OR T AI L _r 52,000 30 0391 (E) Z BL36 -13530 (E) 2 6gVP (E) 33 000 28 HINP-0484V. ( 52 (E) 55,100 93.4% 230 EM 51. 51 [•J MINI . MINI ___ -- __ --- - - -■- ®ta - ®® = =. _MINI ® .__ . ® ®�®- ® :- - -- ® ® - ®® ® ® -® - - - ®MINI- ®- ®- ®- ®- MINI---_ -� ---,- MINI ®MINI -MINI MINI- ®MINI -_-1- -- ®-1-1 ®- - --1 ®� ®MINI-____ xr reg e ....... _. .. . HI 6N SUCTION CO... CONIROLR E 5/12 MEAT -1E 20 (E) .. ' 2FR 5/12 FEN' W. =ME OVERSIZID RECEIVER [O 5/D DELI _u SUCTION MANIFOLD INSULATION PRODUCE COOLER WA1K -I • • 4 'N 32 17-11('3, 5 . ..ASE PRTPLTION a PRODUCE , EMI: § A IS (E) S _UE000LIN6 ASSE4S, a Sq O. 0 . 118 6 /451 [D IAN125t fWSE I /4'H. (E n 9RGOOLR (E) 5.. _. PLUS SYSTEM (E) ] E 20 (E) SLKOAER TV/ -© -© -© 12 (E) IS (EJ - - 1M©� -_� © ®- MINI = ®�� ^01 Y.1 (EI- MI NI -��_ IEIE - --_ SJBCOOLE< M IRI NG 5100o9L£.R PIPINS 3 75,600 30GYH- WMG'WTPIRIRI (E) 412,IM 91.1% - - - _. - -.MINI -- 1 -� 1- _MINI- -- MINI ®ME� MINI MINI--_ SPLIT ONION HEALER [• SATELLITE COMFVF55Ox (N) . HIRE- P124YSM (W SPIT SIGTION OIL MOD. Ea SAY.ERT IS.. (E/ 36,400 --® - __ -._- MINI 1- - - - - -- - MINI -- - Bga 0 51 E.G EILIT SECTION CONTROL E _■ --® ZS38K4E (E) 41,109 08.6% __- ■■_ - . - -MI ' MINI- MI - SR IT CONDENSER PIN N6 L , [� MI ISLAND IE)IIME CO NiROL 21 PI -4(E) ___ - - ___ MINI- _®� I II, MI NI - � MI• -® I ' , 2 LT 2 el 4 T�Eh*IACANKAN TA 1a DELI ISLAND (FJ I, 40. B'0' ® PI -4( S -.MINI - - .MI _ ©IMIIM® © -.-_MINI •.MINI -.MINI NI- - THERMA -STOR ... [Q] 031 I.A. (E)MME ® PI-5K ISOLATE LIWID HEADER [®] p l6 e 'O'x2 4'1x10'4 1 /4'H. (E e m A P[-2(E) SKID RATE ROOF -TOP C0ID91SSINS UNIT (E1 ge 169,200 m ORMI4R1- M5 /MWKM&t5 .7 183,360 92. 3% @L SATELLITE CONTROL 0 le . EPC SATELLITE PROBE 5/D 6H.AT0 (E) rGl RrXF -TOP LOND@51M5 UNIT BE ®. EEC LIWID 3, NOG -33 HA -2 -LT (E1 IM 3,700 91.930 -.MINI - MINI - _ -MM- -1 -,[•] BA TO/FROM LL VPLVE TO /FROM COm. � MINI_ i -- [ -- - .---- -- ■- 11 MINI- • ---1-1[•] RC A.I.T PRO SE me 11-11- ----- --- -■ - -MI MI NI- MI--- 'MI'-,- 'MI'MI'C•] EPL UMOADR LC6IL BM - -MIS MINI--- -- MINI■- MINI - -- IIMIMM-,- ,NI11[•] I 14' .ATOFF VALVE [•J - 11 -11- MINI - -1■ MIIMEIMEEM 11-11- MINI--• [•] __ -- - - --- IIIEMEM-MI - -MI MINI. -- - -® ®MINI -MIMI MINI ®�- -- --1 - MI=NI ' 'NI-'®[•] - __-_-1=■- =HEN -[•] HEADER TOR / ACCUMJIA DELETE IOW HEADER / ST1 COPPR HI Pf62iSIR= L1.5 •] MI.MI■- MINI- -1■ -- MI I MI NI1MI1-1-1-1-1[••] /A. S.... ALVS en MINI ∎ - -� --- �■� _ � _ � - �-- ■�ii _ mimmim--- - ®-[•] PU. FOR. o® "06 1 SAXON DRIVE TUKWILA, WA 481 88 MAI DISCOMSLT B R a - _ - - - -- - -- . MI - - ---- MI--- _ ---1 O9TO 5T BOMO S4FR EQUIPMENT SCHEDULE LIQUID 50LENOIV HAND MD DI.AY sBrR (E) 55155155 ' (EM) EXISTING MODIFIED (ER) EXISTING RELOCATED ( N) NEW (U) USED 1EATR� on, Fµ ER.K. KVA TRAKEFCREC CIWNKCA. HEATER BREAKER 52FR MN... lBYS EWAVSIOI BOARD SSFP COMPRESSOR SUMMARY AND ACCESSORIES I ( r - (EXIST (E) (E%ISTINb) -, (EXISTIM6) (MEF9)(N4) CANDELAS NOTES (ID ML01FY LOlPRrf.:OR PIPINS AND CO41Rg1R FRORAYJIIMK TO PUN COPRE550R MU1951 '4' AS TFE ICE OEµ SATELLITE. COFRESSOR HOER . 1 . HILL JOIN THE LOM -SIDE 'SUCTION 6RTUP. NOTE: App (I) THERU5T0R TANK IN PAWLLEI. WITH IXISTIN6 TANK. (N2) FIE. WPR!® VALVE, FIELD VERIFY SECTION STIR SIZE. (N3) CHANGE CODEWER 'B' F. AND MOTORS TO 1 1/2 FP UNITS. (N4) VRIFY PROPER CAERCURR9R PROTECTION. ... 6 Do DE5I5N CONDITIONS UNIT LETTER AL PL a 51AL AN µ i µ 5230 i EL EL BL ,-- 8H 54 BH 51&M I SIG L (EXISTING) L C G HODS. HLCV- V84105 H-GV- V6412/4 COMPFEOOR POSITION 1 2 3 4 5 5 6 1 RENNE I 2 3 5 5 6 REYTi 1 2 3 4 5 UNIT LETTER A B (NW .MPRESSCR MOPE 3DA -0600 3, -0100 ADP -1 .L -1500 P 305 -1500 305 -1500 5D5-I500 2120 -0500 .P -1500 495 -2200 405 -2200 P 3DT -1500 305 -1500 .5 -1500 305- 0150 )VJBK. ZS%5K4E 7545KAE 154.4E 2545K4E FAN 0.1M. FP.8.312 . 0.312 CO'" //,R Corr ZL .M YW YW L PI RI RI H. WI MY WY L M5 Mb . M6 . FINS PER INCH 10 12 YAMPf� {zR A.SBELY 1 i 4600 46FP 46FP 46FP 46F1 TD 14.5 14.4 FAN A55139LY T T 06, 06TT 06TT 0.1 06YT REJECTION (BNW T5,000 916,000 N0. OF FANS 2 X 4 2 X 4 YOTGR CONTACTOR 5 5 NAMEPLAT FULL LOAD A.5 16.0 28.0 NEMA MOTOR CON /ACTOR U U MIN. CIRCUIT AMPS 11.0 30.0 !0 LEV9. REEULATOR L 0 MNXIMM WR LENGT PROTECTION LBKT 20.0 40 ( 166• T 9.92 - 9.92 9.92 4.03 5.34 6.31 6.31 1 9.46 5.96 9.43 3. B2 3.02 9 : B2 3.82 HIM 96' 96' R -22 R -22 R -22 R -22 R -22 R -22 R -22 0 R -22 R -22 R -22 R -22 R -4041. R-404A R-404A R-404A R-404A HE[5HT 55' S5' SUCT[LN 1t38. 18 105 111111 - 18 - 30 N ICS 105 .. LLB 105 LLB IP5 LLB CO 28 -17 -17 -11 N 19 19 19 16 I2 19 19 19 19 1'EI6HT 2,802 LE, 2,660 085. CC.13.51. '@P. 105 105 105 105 105 SUBGCO.i NS 50 50 50 50 H 50 50 50 50 50 50 H 50 105 50 105 50 110 115 115 115 115 115 DISCHARGE LINE 2) 1 5 /B' 2) 1 5/8' IM91DE DE51EN TEMP. 73% 55% RELATIVE HJMIDItt CAPAGITT WO 5JLY0OLI N5 29200 43400 653[0 4300.0 E 119,000 119,000 119,000 48,400 64,100 15,700 15,100 E 113,5. 113,5 115,530 50 71,550 LIMP RETURN LIME RACK 2) 15/8' 2) 1 5/8' OUTSIDE G£SIE!'tEMP Lfti BULB 95 ° F )ET &100 bB F RE- ECTION 46200 66100 IM,�YO 76500 a 160,000 160,000 160,000 61,400 1oa 000 12 DD 123.0 A 156,000 166,000 156,000 8c0, 41,100 45,840 45,840 45,840 45,040 WEIGHTS AND DIMENSIONS COM695R TYRE REMOTE AIR CCA® KILO/1477S 513 15.0 7 ®111MI p 12 12.6 12 3.92 12.2 14.5 14.3 D 110 11.9 97, 56, 100 66,720 65,720 65,120 65,120 V OYAGE VWTS 460 I HERTZ 60 I PHASE R1-A 16 24 24 E 26.0 26.0 26.0 10.0 24.0 30.0 30.0 E 0.9 7.. 5. 5.60 5.60 5.60 5.60 RACK WIDTH X LEANN MEISHT SYSTEM TPE R -22/R -40430 SUPER PLUS /FOTO -AIRE HIN]HM CIRCUIT .5 R 164.0 13.0 R 26.0 26.0 26.0 1805 20 19.5 10.0 10.0 10.0 10.0 10.0 62.8 A (ELL 8 (E) 35'x186' 35'x180' 6,1. CBS. 5,951 CBS. MAXINNM Or, CURSE. POTECTIGN 115 . 200 . 70.0 L (E) 59,1.1/2' 2,500 LE, SJ15CCOI.IN6 FACTOR I.IS I.IS 1.15 I.IS 1.15 1.15 1.15 1.15 5. (FJ 35'x38' 5. L%. .: - GEN. CONTR. TO PROVIDE A 1' -0" X 0' -6" I.D. ROOF OPENING WITH CURB FOR REFRIG. NOTE I � r 5 /� LINE PENETRATION. AND TRUE TO BE MOUNTED LEVEL AND TRUE IN BOTH DIRECTIONS. 10' 3 1/2' 3 -3' '� I P2` I NOTE: CONDE SE/ 5 TO BE SET LEVEL IN BOTH DIRECTIONS. 51" � / / �i . ■ -. �• END ELEVATION �� + 11 DISCONNECT W �I1 %jT "'/y - - m II W a rF c < I- �' '� SUPER MODEL PLUS SYSTEM B I MODEL: 506VM- WWWYWYPI WEIGHT: S, q51 LBS. (EXISTING) SUPER SYSTEM A MECHANICAL r Eli LOUVERS O 0 O H I! I i I I 4 6^ 5 � NOTES - -' ELECTRICAL REFRIGERATION CONNELTIOMLS CONNECTIONS SUPP ORTS SPLIT SUCTION COWELTIOtS SIDE VIEW REAR VIEW MODEL: 516VM- ZHZMWV'IWl'PI R1 R1 MODELS,': 6,146 LBS. INTAKE LOUVER "xl8" 1 x25 3 0'451/4 "H. _ SIBH (NEW) IO b" toe" 1. CONDENSING UNIT TO BE MOUNTED N LEVEL AND TRUE IN ALL DIRECTIONS. 1 OPENIN6�°--- - (EXISTING) THEAtA -STOR TANK WEIGHT: 1,450 LBS. °-- °- ° °- °---- °_ ° °--• °' °'-" °' _ / MODEL: HIRP -OT 24V5M DIMENSIONS: 35'x38" WEIGHT: 50O LBS. -52A- (E) D 484VSM DIMENSIONS, ION S, 5B, WEI6HTBS. 22 0° \ 48,: 2. EXACT LOCATION TO BE DETERMINED \ ELECTRICAL BY THE STRUCTURAL ENGINEER. ACCESS 3. MIN. DISTANCE BETWEEN CONDENSING UNITS 3' -0" OUTDOOR CONDENSING UNIT WEIGHT: 900 LBS. CONDWSE2 VEI6HT: 2,500 LBS. r T T 1___J SIDE ELEVATION L_ -- T - -_ - - o i r I ■ � - , / -V8 CONDENSERS S GALE H LA- 2 -LT SCALE 2 PROTO -A I RE CONDENSING UNIT SCALE I 3 I .L _ r NONE 1 NONE r` 'z , �h _ LY PURGE VALVE SUMMER ON SIDE OF CON[ LASER rr � i> '� PURGE VALVE SUMMER ONLY SIDE OF CONDENSER 15/8 ". DISCHARGE 1 DISCHARGE FACTORY E PPLIED !. HOT WATER AGOASTAT RECIRCULATION PUMP. - T -- - -�- , 1 I F w � , /� i I, AIR VALVE ON C RPLK CD- _ - _ OM' . 5 /8° £+ EQUAL:ZIN6 SUMMER/ \ WINTER / \\ SIDE OF CONDENSER 5/8 LIQUID RETURN 1 5/8 LDQDiD fI1RN j ( _ 15 /B" r .�DISCHAR6E 1 5/8' DISCHARGE RECLAIM � FROM HEAT 15 /B" TO HEAT -- RECLAIM FACTORY ALLE B /B" £ EQUAL IZI N6 LINE SUMMER/ WINTER CONDE✓5� 1 S /8° LIQUID RETURN 15/A LICNIID RETURN - - - r .,- --VENT-AMA EXHAUST FCPENIN6. -- ADDITIONAL ( RT NK REFRIGERATION CONTRACTOR TO PROVIDE (3) WEIGHT: 1,450 LBS. 24 6A DRIP PANS TO EXCEED EQUIPMENT BY MINIMUM o' SW ALL SIDE. 1 I I I I/8" IOLB CHECK VALVE 1 ) I T µ71 WATER ✓`r1 ,TANK. I I 1 / \ L/ (j --I I I I r.-- ---` r.___. 1 =, - -J I 1 ---1_ b -STOR 1 I I L HR' COIL INLET HR COIL' OUTLET I 1 I II I ' r 1 6 THEWiA -STCfE 7I;5AIA SCALE SUPER PLUS SYSTEM � PURGE VALVE, CHECK VALVE, AND HAND VALVE FOR EQUALIZING LINE ARE FIELD PROVIDED AND INSTALLED L � :. FMO. iMbTALLE HAND VALVES ''. SUPER PLUS SYSTEM L : : I$ Fr N AND INSTALIFD VALVES M I MN MECHANICAL HOUSE LAYOUT I'I /8 " =1' SUPER PLUS SYSTEM -0 l NOTE. ALL REFRIGERATION VALVES, PIPING AND THERMOSTATS PROVIDED AND INSTALLED BY REFRIGERATION CONTRACTOR. NOTES 8 i i L _ _- __ ` - -- _ I TO DRAIN ',. ON I /S' LINE RELIEVER O (g l , , is EXACT LOCATION OF ALL HUSSMANN EQUIPMENT TO BEL DETERMINED BY THE'STRUCTURAL EN6IME5,. 2: ROOF TOP WHIT TO BE MOUNTED LEVEL AND TRUE IN BOTH DIRECTIONS. 3: ALL, ROOF -TOP REFRIGERATION LINES SUCTION SUCTION MANIFOLD - 3 Y LVDING 0[L I RECEIVER. LJ SE3'ARATOR • MANIFOLD ' FLOODING VALVE 1 OIL SEPARATOR LLED BY RE ALL WATER LINES, VALVES AND COAAWGTIONS [N5TAL157 BY f�- rtI6B2ATI0N PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. WILL Be PAINTED' WITH SILVER SEAL" BY BY REFRI6ERATION 126 2) N� un - CONDENSER MODEL NO. HLGV- V8410M (SYSTEM A) CONDENSER MODEL NO HLCV- V8412M (SYSTEM B) SPLIT CONDENSER PIPING SCALE 5 SPLIT CONDENSER PIPING 5LALE 6 DUAL THERMA -STOR PIPING 5LALE 1 NONE NONE NONE 12'-0° __, C2 -X6E NOTE x P[PDN6 PENETRATION WITH FORM CAULKING BY REFRIGERATION CONTRACTOR. REFRIGE PIPING - RE3NOVABLE WRB UTIL[T( LAP BY 6. C. DSE 4 5 B I _ 5 8 4 � -I I' _� 1 - — r l .. - M1 r 11 i I (EXISTING) NECHANICAL HOUSE - - III TYP. I /8' CONCRETE ANCHORS. BY INSTALLER. - \ P I &1N ARE NOT ON A HOT AND CASES. REQUIRED RID -03 BAKERY 1 I/2" x 4 LONG OWES HEAD ) WEDGE \. 2 e - IMEMIZIVI ) 121.0.x..3,10.411/4..M. ° a�� TO BE SUPPLIED 11 �Gr■ /■ ■ � LONCRETE ANCHOR DETAIL N0.1 ® 1 1 P µ ' RDOF Ii PENETRATION AND CURB I 1 - (EXISTI N6) ( EXISTING) AIR COOLED CONDENSER A AIR COOLED CONDENSE3R B MODE,: HLCV- V8410M MODEL: HLLV- V8412 M F'EI6HT: 2,810 LBS. WEIGHT: 2,880 LBS. OPP TYP. , - 3/16" TYP. 3/16" c1/16" 0HOLFS L— SEE DET I — PIPE 4" (1 STO PIPE 2 4, STO rPLATE 3/8 "x5,8" 1 \ x 12' -0° x q I /4" I� i ( MI -HCO �/ - --1 N I, g„ -1 ■ • SCALE 8 ZING BUMPER LOCATIONS SCALE 9 SCALE ROOF TOP CONDENSER LOCATION SCALE. TYPICAL CURB PENETRATION NONE 10 I /g " =I' -o ZING STEEL BUMPER 1 OF 2 r T ... O td I - Eqe 1 1 SLIDING WINDOW SUPERSTRUCTURE FRAME SIT ATOP THE MEET LASE IN LINE WITH CASE JOINTS. GAPS REMAINING AT . ' INSTALL (I) .6 HOLDER PER MEAT LASE' ^ '.. END of T. LINE -UP ARE TO BE FLASHED WITH MATERIAL IN COMPLIANCE WITH ALL APPLICABLE CODES. HEADER PANG. � I OZ � FM - r� - --� u p' ____ =� 1 1 �� -� 1 �� I J.); i�}11✓II ` 1 T NSTALLED'. FLASH WINDOW SURRW r �- WITH #3 POLISHED ® � '� TAINLE55 STEEL. ,.0 / //,' / / / / / //' (1,PICAL) ® ELEVATION CR(YS 5ECTION %I j 9 FLASH REMAINING GAP ,, WITH #3 POLISHED; STAINLESS STEEL.'. WALT_ PANE, 0 v008 PANG SLIDING WINDOW j:REWW CA / / WITH t I6HT5 ON BOTH THE AND 12 CA5E5. (BUD UPRIGHTS TO REMAIN.) END LAP AND N WALL PA N FLASH REMAINING GAP WITH AT POLISHED STAINLESS STEEL.. I J� Old ROI . . 1 ''. END GAP 15 !,ALE I 1205