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Permit 6733 - Southcentert Mall - Lens Crafters - Remodel and Storefront
Permit 6733 - Lens Crafters 91-274 803 southcenter mall I hereby certify that I have read and examit5d this permit and know the same to be true and correct. All provisions of Iav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. SIGNATUR P iyf�ut.c 't_... DATE: DATE: - / ---- '7/ PRINT NAMM 4 — A.-Ai - ./. . COMPANY: �/0 6 5 YPE�F75W.: II -N B ED - I• (year) 1988 SETBACKS: N- S- E- ADDRESS 25425 Center Ride Road, Cleveland, OH . . W FIRE PROTECTION: X S rinklers Detectors O p O O NIA UTILITY PERMITS REQUIRED? Y O ADDRESS 2900 West Fork Drive Baton Rouse, LA (through Puelh Works) Ig No ZONING: BAR /LAND USE CONDITIONS? 0 Yes O NO CONDITIONS (other than those noted on or attached to permit/plans) PREP ' • NER Jacobs Visconsi Jacobs PHONE 246 -0423 ADDRESS 25425 Center Ride Road, Cleveland, OH . . ZIP 44145 CONTRACTOR Firmco Construction Co. PHONE 504- 296 -0630 ADDRESS 2900 West Fork Drive Baton Rouse, LA ZIP 70827 WA. ST. CONTRACTOR'S LICENSE # rlRMCCC103gx EXP DATE 11 ARCHITECT David A. Udkow, R.A. PHONE 602- 953 -1982 ADDRESS 11801 North Tatum Boulevard, Phoenix, AZ ZIP 85028 (POST WITH INSPECTION CARD AND PLANS -A111661:k. IN A CONSPICUOUS LOCATION) CITY OF TUKWILA Dept. of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS APPROVED FOR ISSUANCE BY: CERTIFICATE OF OCCUPANCY NO. 15- ql 803 Southcenter Mall PROJECT NAME/TENANT Lenscrafters TYPE OF U New Building U Addition WORK: 0 Rack Storage [] Reroof DESCRIBE WORK TO BE DONE: Interior remodel and U( This permit shall become null and void if th wo rk is :issuance, or if the work is suspended or a e ban q [ jam, BUILDIN PERMIT FEES DESCRIPTION >: BUILDING PERMIT FEE ::' PLAN,CHEGK. FEE . BU.ILD.ING'.SURCHARCE PLAN CHECK NO.: SUITE # new storefront. BUILDING OFFICIAL TOTA4 AMOUNT 1,200. 780.00': 91 -274 DATE: 5? - k.),_ 9i RCPT# DATE .5. l• ( 4. VALUE OF CONSTRUCTION - $ 260,000.00 ASSESSOR ACCOUNT # 262304- 9023 -03 rat commenced withrn X80 :d fro the date of tined for a p.eriod; 180 days :f he last' DATE ISSUED: PROJECT INFORMATI ON (x Tenant Improvement (commercial) L Demolition (building) (J Grading/Fill O Remodel (residential) O Other: CODE' COMPLIANCE' USE . Retail /B -2 OCC. SQUARE OCC. LOAD FEET LOAD F LOOR SQUARE FEET 3,000 62 SQUARE FEET ./. OCC. LOAD SQUARE FEET / OCC. SQUARE LOAD FEET OCC. TOTAL LOAD SQUARE FEET 3,000 3,000 TOTAL OCC. LOAD 62 62 6irtwuu PERMIT NO. CONTACTED Li- oC (� `1) BY: (init.) DATE READY DATE NOTIFIED <6— i PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING ' o�0 + so 3RD NOTIFICATION B Y: init BUILDING(.'ERMIT APPLICATION TRACKING PROJECT NAME ns Cr 0\ft SITE ADDRESS SUITE NO. PLAN CHECK NUMBER q I T) LI INSTRUCTIONS TO STAFF O Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. O Plan corrections shall be completed and approved prior to sending on to the next department. O Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. O Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. D PIE ME1,1T BUILDING - initial review ci) FIRE ,. PLANNING O PUBLIC WORKS O OTHER BUILDING - 8 ► final review t` REVIEW COMPLETED vi G41 Nk N /r4 -7 -3- co ROUTED INIT: INIT: INIT: ZONING: FIRE DEPT. LETTER DATE REFERENCE FILE NOS.: TYPE OF CONSTRUCTION: UIREME FIRE PROTECTION: ire S. In ler • , PUBLIC WORKS LETTER DATED: SQUARE OCC. TOTAL FEET LOAD SQUARE FEET MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? Yes CONSULTANT: Date Sent Date Approved - Detectors (l N/A INSPECTOR: IBAR/LAND USE CONDITIONS? ()Yes [ 1 No UBC EDITION (year): 08/17/90 SITE ADDRESS SUITE # U .- 44 - 4 ' �� « h'(gi ' .; / VALUE OF CONSTRUCTION - $ 60, £ 00 , f� 6 ASSESSOR/ACCOUNT CCOUNT # 1, P3 0 fc)g 3 -- 6.3 (commercial) Li Demolition (building) ❑ Other NT PROJECT NAME/TENANT G- f4 ?�� ? /97 ,f._ TYPE OF ❑ New Building U Addition Tenant Improvement WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: ,, , , (e4 / ___,) BU TING USE (office, warehouse, etc.) ••er/1 G- - ' le/1-5 itie9in�� NATURE OF BUSINESS: / f i WILL THERE BE A CHANGE IN USE? No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: Tenant Space: 0 e d Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0-No ❑ Yes IF YES, EXPLAIN: PROPERTY OWN .' 6 71 7-&---1_ � ) I / 1,) ern-u.../2_ r 5 PHONE e 2y6 —6 4../r2.."> Z IP , 4e, ADDRESS 6 33 ce,.T/7C4''�' 7. -E', ... Afr-e- CONTRACTOR �1 ? �' Ccs -1 -d , PHO L 9 _ % , -'d 6 3.6 ADDRESS ���Oc� .J 5 /'i�.,.t' /v 4 , AO a '..12 ZIP '�� ���� WA. ST. CONTRACTOR'S LICENSE # ,,,, ,�{ /02 �� y �/ EXP. DATE // F / ARCHITECT v /,-- , 1 ‘ 4 e s , /. a- -/f,< ,� /'7` 24,441 P H Ll� ,7 ._ /Y,32 ZIP .33 ADDRESS /1 6/ /V A777/ 77 ,,,, I ,�� v CiTY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 PLAN CHECK NUMBER :HEREBYL CERTIFY THAT E TRUE. AND CORRECT,` SIGNAT BUILDING OWNER OR AUTHORIZED t HAVE READ :AND EXAMINED THIS; °APPLiCATit PRIN AME ( BUILDIF3 PERMIT APPLICATION AGENT ADDRES ,,7 q] 2?)- a, , CONTACT PERSON Cali/ � v leia,L,s,, ,7A aryl 00 tDI 1p 1- -3-q DESCRIPTION :;:;: RCPT # DATE:: BUILDING PERMIT FEE PLAN .CHECK FEE BUILDING SURCHARGE. << OTHER: AUTHO IZED Te !APPLY':FQR;THIS.PER DATE E ;SAME PHONE RA--5 c 4TY/ZIP '.7 76 PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 1 03/10/9i ,, ••••••••• .• • "" •-• • RACK STORAGE .Completed building permit application • Aeseeear.••AaceUnt:Nitmber:.::;',•::- •.• (2): sets of plans, which include: • • , Building ••• • Entire space Where racks will be located • Exit doors • Dimensions of all aisles '.;Tenant space liear;0106 rack storage layout, aisles • and NOTE: Include dimensions of racks (height, width and Icing aisles and exit ways on plan. [] Structural calculations stamped by a Washington State licensed engineer . . . RESIDENTIAL • , • NEW SINGLE-FAMILY DWELLINGS/ADDITIONS • — , ■•••••••••■ 41•••••••■ SUBMITTAL CHECKLIST 1.10•11111•11111M1111■E ... ;,„ fiEPOOF • Comp leted building permit application (one for eac RESIDENtIAL:REmoPELS: ....„.., „ Completed buUding permit application (one for each str Assessor Account Number Two (2) sets of working drawings, which inclu • • Site plan • Foundation plan • Floor plan • Roof plan • Building elevations (oH views) • Building cross-section • Structural framing plans NOTE: If any utility work 4.1144e.done and plans must be submitted. • . • • • .. ••• • RER . . . . . omploted buil ding Oormit.application one for each structure ssossor Account Number Narrative describing existing roof, materiel being removed, and • . mate bein . .•••••NOTEi•W•aditifiCatiop 'attar is required prior to fina • 1.0,0000.:*.i,d..49.1.3.::•:•:. DESKTOPS STOREFRONTS MIRRORS L ensCrafters 803 Southcenter Mall Tukwila, Wa. 98188 If we can be of further help, pleb contact our office. Sincerely, Susan Pork CC; bldg. dept TEL NO .322 PERKINS GLASS` & MIRROR CO. " INC; MANUI'ACTURERB ANb JOBBERS 14A0 BROADWAY SEATTLE, WASHINGTON 98122 TELEPHONE (2081 322.4049 Oct,. 29, 1991 OCt 28,91 15 :54 NO 002:°.0210; Attn s Craig & Gary - Bldg. DeparttrrP..nt Re: Tempered glass for passthru Attached please find copy of United Tempering Systems invoice #28983 dated 10/3/91 for the Lensorafter - 8outhcent.er Mall Store Front installed by Perkins Glass & Mirror Co., Inc. Please nobs the statement on the bottom of the invoicxi that states the certification for Architectural Glazing as you have requested. PLATE GLASS WINDOW GLASS OBSCURE GLASS --SCI 7 33 rEVII\15 3/8" CLEAR SOLO .PERKINS GLASS & MIRROR TO 1420 BROADWAY (206) 322-4949 SEATTLE, WA 98122 CUSTOMER s15111 83 4 CESCRIPTION QTY DIMENSIONSO(HES) 3/8u CLEAR 1 26 X 88 ;.; TEL NO .U2 146 X88 3/8° CLEAR 1 33 3/4 X 65 5/8 Aodo.****.*******AAAAAAAA*AAAAAA** *LNITE0 TEMPERINO SYSTEMS * 4101 NE 112tH AVE * VANCOUVER. WA. 98662 ************** AAAJAAAA#AAAFAAAA* 00/30/91 p.o. N 911? VIA INSCRFTR TRUCK MEM REMARKS 3/8" MAR 1 84 11/16X 88 N3 POLISH PASSTFRU 88.00 DOES OF POL, MITER AT .24 PER INCH .00 INCHES OP POL. MITER AT .24 PER INM POLISH PASSTHRU IOU MAY DEDUCT 2% IF PAVI) liY THE 3Ott OCtZ11b N0.002 .C5/0:: SHIP PERKINS GLASS & MIRROR 10 1420 BROAMAY (206) 3U-4949 SEATTLE, WA 08122 SHIP DATE TERMS 10/03/91 Nrt 30 SOFT UNIT PRC EXT PRICE 51.55 PER PIECE -- -1 28.11 PER PIECE ---1 46.44 PAGE / INVOICE /8983 THIS CERTIFIES TIT THE ACCCMPANYING ORDER OF TEMPERED GLASS, MANUFACTURED 8Y UNITED TEMPERMO SYSTEMS ING, AT VANCOUVER A CCMPLIES WITH THE CPSC STAR/PRO FOR ARCHITECTURAL GLAZING MAIOAL, 16 CFR 12014I ra e : ype o nspe r,*— a ., : , to -e.: t°- a.6-- -�""_ Sp : • a nstruct ons :. 1O'.'bia -Mr, r, . Date Wanted: Requester: ( PhoneNo.• J • 243 f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IkApproved per applicable codes. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED.: Prior.to reinspection, fee must be Paid at 6300 Southcenter Blvd., Suite 100: Call to schedule reinspection 0. a.. w: vvse— r.^ �+. v+.. +v�.�..+t`rrn�- r- ev�•..�ST'f s?:ri�.. INSPECTION RECORD ( Retain a copy with permit ❑ Corrections required prior to approval. to - 733 PERMIT No.: (206) 431 -3670 roe I P ype o nspection: %ilia. .ress •:te . :. Special Instructions: i" V �' , t..0%1 t `at.. \V�x .. &2: ` - q v‘ A-1 NA, Date Wanted: . 16 - �► am p.m, Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. COMMENTS: Inspector: Ilecept No•: INSPECTION RECORD Retain a copy with permit Art__ (206) 431 - 3670 Corrections required prior to approval. • ' LA Date; /4 '2 4 _ Cl $30.00.REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PROJECT: M2 ' PERMIT NO. SITE ADDRESS: • ) 41. 414 ! % 14,,. DATE CALLED: TYPE OF INSPECTION: , • : . • DAT WANTED: l,� ` - .. •.m. SPECIAL INSTRUCTIONS: REQUESTER: A PHONE NO.: 7 �, , — ''' INSPECTION RESULTS /COMMENTS: C c,., v∎ C) G ►2.1) p PLc 0i Nre-- C.c i L .. INSPECTOR: ` ' DATE: u�.htr,r xn_.. , ".,V.'c`- .`4.k�`fCll::Nk ��«'v.E }.�.+, \G; f. };�_.n!Yii;F °; _.:.'Y;i �1%Jt::'R'$L'ai +'ar .. �..: t4v ^9:i'!o^..`..r «s:,:rwM:r: v'airrttm•Y.r�.v+:w.. >x mwYa?hNSUrMCWSdata»xmr. r. tsn:.• &s:x.1v.Y4tr:te3s�uBn.:+ CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION" RECORD 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 PROJECT: , / * PERMIT NO. 33 SITE ADDRESS: 8123 ',id eZ 221 £. .. DATE CALLED: , 9- - c , ? * c * TYPE OF INSPECTION: e DATE WANTED: -.3 �° •��"" P.m. _44 SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: _ INSPECTION RESULTS /COMMENTS: 44 7 e_ , --c9 c, , p / / AP - INSPECTOR: ,./ � ,. DATE: -- a' - 9v ��i. i:' 27.'.` s'% x: ..�si "F;cFt..`.t �.�� txs...�. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ...« .. ..n ,v/.5 r.ls ?.f.. v:yvnlco hyiiPl .'n�v_ln.xC..w.r.:•..^.Y.�:4 :. +J•,. ,.r .. •:d..':.�•.:,:.....,...•. ,.. .,..... <..,.a , o...v- v....H _..., t�.. ...u.,.. , .ue.e. e.+.o niv,r <w,...2 •n .erM+r•,,'6„nsYx2azdn:n.. .,ur't•xw.nxFr.:r:.<e..• p r t. INSPECTIO RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: • INJ • i PERMIT NO. 0 SITE ADDRESS: j ` ' is L\ DATE CALLED: .-\ _ TYPE OF INSPECTION: ! - ■� 1 � . , DATE WANTED: ,. ‘ cI ` .��. SPECIAL INSTRUCTIONS: , A D CULL (f . ak. .cQ REQUESTER: ' at i PHONE NO.: CSC 5 31 INSPECTION RESULTS /COMMENTS: 6 - — INSPECTOR: - - •.,. DATE: ' - -- Sz'st lr i s;•9;f":�A2;icti,•lr �:.. .snr:.rxrrs,.::�:- .<•,.. CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTIOfS RECORD 018 ✓ 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PROJECT: 0 ' PERMIT NO. C 753 3 SITE ADDRESS: ;j0 _ ' L ,. "� /. rLll/l�. DATE CALLED: "- /D r ''/ TYPE OF INSPECTION: / p L. r DATE WANTED: g -// I/ p; SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 3 -5 INSPECTION RESULTS /COMMENTS: , e,.n -a *- &4 t �- sr .6- c.► c.U-2 , � . INSPECTOR: L a , . . S 2 _ _ DATE:. 9- t I -- 9 i CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 i'- .'Y�_' ilk`" Y: S' n'isti:i�_:.........n.+dai:nt••w n,+..r.....*,.ox.. .......,... w,.......»..,,. w.. wtnn.......,. n.. ��.... .:r�...�,., rt r: ,n CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 � ; C . INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 PERMIT NO. DATE CALLED: DATE WANTED: 9 / 3- PROJECT: 42: 4,dL / / . / /J % / 7 SITE ADDRESS: 50 P S U /al -- TYPE OF INSPECTION: PA SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: 0 ._ ,0 „ r INSPECTION RESULTS /COMMENTS: .., _ ,,. 4 �- cn A /pg.) . 1klCD=f`T . A /l, _ _ tl. . _ -4-92,-. n ATP* . ( -- `f / I i'- .'Y�_' ilk`" Y: S' n'isti:i�_:.........n.+dai:nt••w n,+..r.....*,.ox.. .......,... w,.......»..,,. w.. wtnn.......,. n.. ��.... .:r�...�,., rt r: ,n CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 � ; C . INSPECTION RECORD 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 TURWILA FIRE. DEPARTMENT FINAL APPROVAL FORM Permit No. i1 S /Approved without correction notice Approved with correction notice issued Project Name Address rc 52 " Sprinklers: .." Fire Alarm: A Hood & Duct: 4/ Halon: 4, • Monitor: Pre-Fire: / Permits: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Retain current inspection schedule X eeds shift inspection Gary L. VanDusen, Mayor Suite # r70 5 , Auth zed S Date /,•- 7 - 9 I e L refr ) 1101 , :0070/volems . . CITY OF TUKWILA 6200 SOUTIICENTl3R BOULEVARD, TUKIV/LA, WASHINGTON 98188 Plan Check #91 -274: Lenscrafters 803 Southcenter Mall PHONE N (206) 433.1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME pART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER (j)1 )3 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4732). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (872- 6363). . All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 8. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (1989 Edition). Gary I.. Van Dusen, Mayor w Lenscrafters Page 2 10. Validity of Permit. The issuance of a permit or approval . of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any, other ordinance of the jurisdiction. No permit presuming to give authority or violate ' or cancel the provisions of this code shall be valid. "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 t 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 X 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wail Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: 803 Southcenter Mall BUILDIFC PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) SUITE NO.: BUILDING (.D1 �� PERMIT NO. DATE ISSUED: PROJECT: Lens craf ters CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE 4c-- I - 21 (INSPECTOR COMMENT SECTION ON REVERSE) INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar Is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. x„4,90 &AN REVIEW COMMEC TS Plan Check No.: `A U' 2i i "1 Project: I L- C- A P.S REQUIRED INSPECTIONS X No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. X All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). p( Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. I ` Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 4 Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. .s, Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling ?„.., 10. Wall Board Fastening 11. 12. 13. X ` 14. Fire Final 15. Planning FinalPlanning Final 16. Public Works Final o 17. Building Final &AN REVIEW COMMEC TS Plan Check No.: `A U' 2i i "1 Project: I L- C- A P.S REQUIRED INSPECTIONS X No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. X All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building Inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). p( Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. I ` Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 4 Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. .s, Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -274 Re: Lenscrafters - 803 Southcenter Mall Dear Sir: • Maintain fire extinguisher coverage throughout. Gary L. VanDusen, Mayor August 9, 1991 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)). 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). 3. All modifications to sprinkler systems shall have the written approval of the Washington Survey & Rating Bureau, Factory. Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528). (NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) 4. All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (NEC 70) Page number 5. Post the entrance to your store with "No Smoking" signs. "No Smoking" signs are to be conspicuously posted in the store. 6. When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401). All interiorr wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Yours truly, City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor DATE SUBMI'1' TO: CITY OF TUKWILA 6300 SOUTHCEN'1'ER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL. * * 4 PROJECT NAME Z --.4 C / 2 4 t Z "/Z5 ADDRESS I - T /9�� Te't /`'lG r CONTACT PERSON �__ --04 -t &- ("�� '��` PHONE 6 5 -5 ARCHITECT OR ENGINEER //4 1 / /TeGT Z C 'ou PERMIT NUMBER / -7 (If previously issued) PLAN CHECK NUMBER '7/ — `(' � / Y TYPE OF REVISION: / SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. riTy P000 1 PERMIT CENTER CITY OF TUKW1LA Department of Community Development - Building Division Phone: (206) 431 -3670 ADDRESS: DATE: OCCUPANCY TYPE OF CONSTRUCTION Dr LOCATION ON PROPERTY BUILDING HEIGHT /# OF STORIES FLOOR AREA OCCUPANT LOAD — Co - ( C_ RerCA Lb)I- EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION PART V, CHAPTER 23, U.B.C. W. S. E. C. CHAPTER 51 -10, W.A.C. NOTES E30-3 S T44 c. Et\JT Z. - r - vi av I iz e - Ia cxc. Lc Ate (.17 (L.-Vent I t 1 ) t I AI•s� Tzano\n te`D s PLAN CHECK NUMBER c1(- Z-7 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 MA t.._1. • 21 tJ Oz GD S PREPARED BY: PeS Op 4. _ •• ... ► .. a 511 DATE: DATE CITY OF TUKWILA 6300 SOUTHCENFER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * RECEIVED CITY OF TUKWILA AUG 0 6 1991 PERMIT CENTER PROJECT NAME ADDRESS 3 — u. TI -(C e4 T 2. CONTACT PERSON C/' 6 / 6 " 4)144-(6-4 ? PHONE S? - 5? 85 ARCHITECT OR ENGINEER e // re PERMIT NUMBER Gy (If previously issued) PLAN CHECK NUMBER l /— 7 7' TYPE OF REVISION: / ✓ -e Zer-R91- AL°O Ceettecl, Cree /# £L)/( CO4.1 p i , y42.1....0 5 Au Aa 4. 1/ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: WILL'•,L',ALL REA COM MESSAGE CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 / July 21, 1991 Craig Kennaugh 9217 47th Dr. N.E. Marysville, WA 98270 RE: Lenscrafters Plan check number 91 -274 Dear Mr. Kennaugh: Sincerely, Ken Nelsen Plans Examiner PIIONE # (206) 433.1800 After an initial review of subject project, it has been determined that additional information typical to plans be submitted to complete the plan review. Please address the following comments. 1. General Notes to reflect conformance to 1988 U.B.C., 1988 U.M.C., Washington State Energy Code, Washington State Barrier Free Code, and provisions of applicable Local Codes. 2. Provide detailed building analysis on title sheet, (Occupancy group, Type of construction, Sprinklers or not Occupancy loads, etc. 3. Occupancy load of retail area is greater than 30 per UBC table 33 -A. This will require an additional second exit at one haft the diagonal of the space per UBC Chapter 33. 4. Provide lighting budget for new ceiling per Washington State Energy Code,( w tts per square foot, allowed and provided ). 7/1q)" %t -r� W ?ice � ,4 H . 5. The existing access corridor an its doors are rated for two hour construction pre the Mall management requirements. Any new construction should not reduce this fire- resistive rating as proposed. Please confirm you have received these comments by contacting this office and /or submit revisions within ten working days. Fill free to call me if there are any questions, 8:30 a.m. to 4:30 p.m. at 431 -3670. Gary L. VanDnsen, Mayor s THE ARCHITECTURE G ROUP ' . A PROFESSIONAL ARCIHITECTURAL CORPORATION . David A. Udkow, R.A. - Consulting Ar chitect - 11601 North Taiur,) Btvd. Phoenix, Arizona 85028 '< . &2!953 -1982 Architecture P inning Interior Architecture 2431S. Acodior. Thruway Acadian Centre Suite 230 (504) 922.4070 Buton Rouge, LA USA 70808 •'�.1HJ r J.'. .. r • A Division Of The n i t e States Shoe Occupancy: Type of Construction: -- - Architect' GENERAL NOTES These drawings for the above referenced project to the best of our knowledge are in conformance with the 1988 U.B.C., 1988 U.M.C., Washington State Energy Code, Washington State Barrier Free Code and provisions of applicable local codes of the City of Tukwila, Washington. Group B Division 2 Type II N (non- combustible) Sprinkled t /1'• `. i .. .. .: - .'• t . :.. '!.. .•. ; ::: -' '. , I IIIII III IIII!I 1 11 . I1III1III1III11Il11Ililll JIIIIIf IIIIIII {I 1 11111III1IIIIi 11 I I IIJIIIIIIIIII lfljl, 1111 1111 PIIII1IIIIII IIIIII IIIIIIIIIIIIIII1I11III{li 0 16TH, INCH 1 2 3 4 5 6 7 8 9 10 11 U W"t" 12 NOTE: If the microfilmed document is leas clear than this . notice, it is due to the quality of the original. document. 6Z 94 L-Z 9Z 9Z 4 R. EZ ZZ tZ OZ el at bl 91 2t tt el Zt . U pt, a E;! L r 9 SEPAR TTE PERM opRov moo orporat ion Cincinnati, Ohio P.rm lc. � rf tar's Store Na, 5 05 Architect's Project No. 9_024 Date: 6.27.91 Tukwila, Washington r Set No. Drawings For: Spa Location: l approvals are and lan Che approval of un nn thnden p of anY Fart ,.5ors at ; a violat . . .' 4 ,not e��thorrze the ece 1pt of con plans e a rd'nance. s 3ckn •' �Nledge - �� code ,•E aP4�fov��Rl It actor' S " ' • •' �,......- ---"r^ 3401 REGISTERED A HITECT DAVID A. UDKOW STATE OF WASHINGTON r. w. . -:a.+. .���•i...vrvre.yspylS.Sfq, . . . 79A' . !dt' 4 ,tw. . "Pa2 G.6- 0 E Ore v . Tti:.'+ PERMIT GktifEll wxx•s•-.2J- .1m••••••--.• e 1---- ______ Architectural �.e.. ileji DETAIL NO. __ ............., 5 Material Designa Architectural a to ' STOREFRONT F GYPSUM BOARD SIGN AT STOREFRONT �� Tr) r - - = = RETAIL EXIT DOOR C?) PLYWOOD PLASTIC LAMINATE COLOR ! VINYL FLOORING MgEMEEMPAMEN BRICK 0 - FURNITURE _ MARBLE FIRE EXTINGUISHER - G T CERAMIC TiLE FLOORING ,. 0 0 TILE 0 i 0 KEY SECURITY HOX NEW CONSTRUCTION, FULL HEIGHT GLASS !! 1 4 WOOD, FINISHED MEMa I' 0 - cb 0 GYP. BD. I/ DEMISING PARTITIONS, TENANT SiDE ONLY. WOOD, ROUGH -1 MILLWORK III 4, CI ■� • D ■ FURNITURE CLASS • ELEVATION LINE INTERIOR GRAPHICS t ! ® 0 NEW POINT ELEVATION WALLS TAPED 8 FLOATED FOR PAINTING t 1' 00 CONCRETE :1,:e.1 4 ° o e REFIT ENTRANCE DOOR W/ BEST LOCK SERIES E CYLINDER - r ( \, i / INTERIOR PARTITIONS EARTH ® I FILE STORAGE UNITS RIGID INSULATION 0 0 BATT INSULATION Uten'i..!iwA!i'M. -�_ m.= 0 METAL EXIT DOOR ALARM LOCK (2) Coots w1' -o vw if vftr ) 0 COAT RACK - LABORATORY EQUIPMENT PLASTIC LAMINATE RECEPTACLES `y 0 0 FIRE EXTINGUISHERS (5 TOTAL) 0 • AIR COMPRESSOR ( #26) III 0 0 . III �ME ® • WOOD CHAIR RAIL (BLOCKING) WOOD CHAiR RAiL ili � STORAGE WOOD SHELVING 0 M I II I DOCTOR'S COAT RACK DEMOLITION ti III 0 0 1---- ______ Architectural �.e.. ileji DETAIL NO. __ VEP SHEET NO. • PLAN a SECTION DETAIL DETAIL NO. & a to 0 STOREFRONT F ROOM NUMBER SIGN AT STOREFRONT �� Tr) r a �. RETAIL EXIT DOOR C?) VINYL BASE PLASTIC LAMINATE COLOR ! VINYL FLOORING Y AA. _ EQUIPMENT � 0 0 TILE BASE (TO MATCH EXISTING MALL BASE) FURNITURE _ T FIRE EXTINGUISHER TILE FLOORING (TO MATCH EXISTING MALL FLOORING) G T CERAMIC TiLE FLOORING _ 0 0 GENERAL GLUE DOWN CARPET 0 i 0 KEY SECURITY HOX NEW CONSTRUCTION, FULL HEIGHT GLASS !! 1 4 WATER METER DEMISING PARTITIONS (STUDS ONLY) I' 0 - cb 0 GYP. BD. I/ DEMISING PARTITIONS, TENANT SiDE ONLY. ® 0 0 MILLWORK III 4, CI ■� • D ■ FURNITURE FINISHED CONCRETE FLOOR SLAB • ELEVATION LINE INTERIOR GRAPHICS t ! ® 0 NEW POINT ELEVATION WALLS TAPED 8 FLOATED FOR PAINTING t 1' 00 0 0 REFIT ENTRANCE DOOR W/ BEST LOCK SERIES E CYLINDER DISPLAY PANELS, O.D. AREA ■ 0 0 INTERIOR PARTITIONS 0 ® 4 FILE STORAGE UNITS EMPLOYEE TIME CLOCK W /CARD RACK 0 0 - MISC. WALL FURNISHINGS 0 0 j ACOUSTICAL CEILINGS 0 0 EXIT DOOR ALARM LOCK (2) Coots w1' -o vw if vftr ) 0 COAT RACK O 1 T LABORATORY EQUIPMENT 0 0 RECEPTACLES REFRIGERATOR 0 0 FIRE EXTINGUISHERS (5 TOTAL) 0 • AIR COMPRESSOR ( #26) III 0 0 . III �ME ® • WOOD CHAIR RAIL (BLOCKING) WOOD CHAiR RAiL ili � STORAGE WOOD SHELVING 0 M I II I DOCTOR'S COAT RACK DEMOLITION III 0 6 DETAIL NO1 DETAIL " SHEET NO. ileji DETAIL NO. __ VEP SHEET NO. • PLAN a SECTION DETAIL DETAIL NO. & a' *1 SHEET NO. ENLARGED PLAN 0 1 101 I ROOM NUMBER DOOR NUMBER r I J PAINT COLOR p • 1 PLASTIC LAMINATE COLOR ® GRAPHICS 8 SIGNAGE Y AA. _ EQUIPMENT � 0 MILLWORK ' I t P. I FURNITURE _ "OFE FIRE EXTINGUISHER 11 NEW CONSTRUCTION, WALL T D _ NEW CONSTRUCTION, KNEE WALL TOILETS TO CODE 0 11 -___ It M NEW CONSTRUCTION, FULL HEIGHT GLASS NEW CONSTRUCTION, KNEE WALL W/ GLASS • WATER METER 0 CENTER LINE - ^- �" � - _ -- ` W `" - EXISTING WALL TO BE REMOVED OR FURRING ABOVE EXISTING WALL TO REMAIN 0 0 ._...._.... _.,..' LEASE LINE ».- 0.00 ELEV. ELEVATION LINE t ! 1 1 NEW POINT ELEVATION t 1' 00 EXISTING POINT ELEVATION lla111111IU IIIIIII111111l11III ($Illlllllilfl9uIIll;Ilrrl NEW CONSTRUCTION, C.M.U. WALL TIME CLOCK 8 LABORATORY 0 0 EMPLOYEE TIME CLOCK W /CARD RACK - t BURGLAR ALARM SYSTEM SANITARY SEWER STUD IN 4� . I 0 0 WATER STUB IN 40 0 4 EXISTING SPRINKLERS TO BE REWORKED EXHAUST FANS a VENTS mi IIII TENANTS POWER DISTRIBUTION PANEL III 0 an ■ IIII 1111 • • HVAC TIME CLOCK ... Al�rt - I r �'F.. /'10.I 01 Olai M1,1 GAS STUB IN 0 11 I T D 11 TOILETS TO CODE 0 11 1 T WATER METER 0 EXIT LIGHTING 0 0 TELEPHONE CONDUIT TO SPACE ® 0 TELEPB ZONE EQUIPMENT 0 0 TIME CLOCK 8 LABORATORY 0 0 NEW A.C. UNITS (2) I 4� . I 0 0 EXISTING' A.C. UNITS ( I) DIVE. fd F--..A.44/1 40 0 4 A.C. DUCTWORK EXHAUST FANS a VENTS mi IIII TENANTS POWER DISTRIBUTION PANEL III 0 an ■ IIII 1111 • • HVAC TIME CLOCK ... Al�rt - I r �'F.. /'10.I 01 Olai M1,1 T` ® 40 MALL MAIN DISTRIBUTION PANEL 4� I ELECTRICAL CONDUIT TO SPACE 21 a I /el.i 4 40 0 4 WIRING TO SPACE 0 TENANTS POWER DISTRIBUTION PANEL I T` ® 40 TENANTS POWER TRANSFORMER D 11 LIGHTING 0 0 EXIT LIGHTING 0 0 TELEPHONE CONDUIT TO SPACE ® 0 TELEPB ZONE EQUIPMENT 0 0 TIME CLOCK 8 LABORATORY 0 0 EMPLOYEE TIME CLOCK W /CARD RACK I BURGLAR ALARM SYSTEM 0 0 RECEPTACLES 0 0 SIGN OUTLETS FOR ILLUMINATED SIGN 41 TIME CLOCK FOR ILLUMINATED SIGN 0 ire 1'o S mbols Architectural DESIGNATION PJTERIOR 8 EXTERIOR ELEVATIONS WALL SECTION SYMBOL ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. TOTAL 1. The General Contractor is responsible to supply all Subcontractors with Construction Drawings, Millwork Drawings, and Specifications necessary to bid and /or construct this project. 2. To the General Contractor and all Subcontractors: A set of Specifications and Millwork Drawings must accompany and be reviewed /used in conjunction with the Construction Drawings. All contractors are responsible to notify the Architect of any errors, omissions, or discrepancies prior to making any changes to the Construction Documents. 3. Fire Protection, Sprinkler System A. Contractor to provide a complete Fire Protection, Sprinkler System for all areas of this space. Drawings shall be prepared by the Sprinkler Contractor and he shall be responsible for compliance with the local and state laws governing fire rating and /or Inspection Bureau, N,F.P.A., and insurance associations. He shall prepare Shop Drawings and obtain approval from all authorities. Contractor to visit the job site to ascertain the extent and location for all existing sprinkler drop locations (if any). Relocate and /or add sprinkler heads as required to provide a complete approved system.sprinkler heads to'be semi recessed chrome finish. B. Contractors shall be familiar with all landlord requirements (shopping center criteria) and shall be responsible for compliance with same. 4. All dimensions on the Floor Plans, unless otherwise noted, are taken from outside faces of exterior walls, center lines of interior partitions, center lines of structural columns, and inside faces of studs of demising partitions. 5. All roof penetrations for any purpose shall be performed by the Landlord's Roofer and paid for by the General Contractor. 6. The Tenant shall be responsible for notifying the General Contractor for all wall hung items to be insi:alled that are not shown on the drawings. 7. The sign contractor must submit shop drawings, based on architectural drawings, directly to the Landlord's Tenant Coordinator, LensCrafters FD & M Design Coordinator, and to the applicable building department, for written approvals of all parties prior to the fabrication /installation of the signage. All changes or deletions must be communicated to LensCrafters FD & M Design Coordinator for final approval of change or deletion. Approved sign contractors are Dymex Sign Corporation, E.T. Sign and Graphics, and Jones Sign Company. Material /Manufacturer I. Ceiling Tile Armstrong 2, Plastic Laminate Wiisanart • 3. Plastic Laminate t V3111.ri 4. Paint /Devoe & Raynolds 5. Paint /Mathews Paint Company 6.OMI 7. Wallcovering B.F. Goodrich (Class A) 8. °Mir 9. OMIT II. Vinyl Tile Armstrong 12. Vinyl Base/ A rrnstrorg RETAIL AREA DOCTOR'S AREA COMMON AREA OCCUPANCY General Notes ALL NEW AND EXISTING GYP BD - 5/8' TYPE `X' BuiIdin9 Data Square Footage i`'IEP,�A JTl 115 25 Irn a 5 5.5 21(,2 Flame Spread Rate Smoke Developed 0 -25 (ASTM E -84) N/A Class A (Fed Spec. SS- S -118B) 25 or under (UL label) 75 or less 55 130 0 Flash Point 45 degrees F (open cup) 15 20 10. GARPef Radiant Panel Flammability Test Class I CHF TO,J GAP,P6r Critical Radiant Flux: P.45 watts /cm OF GREATaF 75 or less 450 or less Critical Radiant Flux: 0,45 watts /cm MALL NAME STREET ADDRESS CITY ! STATE ZiP CODE SPACE NUMBER CONTACT CONTACT LENSES 13 1 TELEPHONE Job Site Address Landlord's Address Fuel Contributed N/A N/A 0 0 N/A N/A N/A N/A aoltHceA T r MAL(. e S N LIT: GE NTi Fl eaATrt.e I WA *HI060Tot4 9 &I &b E 5'12 20(v -2442-042.5 JhGoa6 , VI$6ot4TI, J j STREET ADDRESS` 25425 6e1 RIp* B FZ7, CITY GLEV I,ANC STATE _ OHIO ZIP CODE CONTACT C7/ VG FABER -1AU& TELEPHONE 2 i - tie - 2 $0O Plumbin Mechanical Electrical Schedule Of Work Architectural Cover Sheet PM -- 3.0 Electrical Electrical Power Plan Electrical Li�hti Plan Electrical Schedules a Details Electrical S•ecifications E--3.0 A A--0.2 A - 1.0_ A--I.1 A--I.2 0,1 General Information A--5.0 A - 6.0 A - -6.1 A --7.0 A - - 7.1 A - 7.2_ ndex To Drawin Demolition Plan Dimensioned Floor Plan Millwork, Furniture,_& Equipment Plan _ Reflected Ceiling Plan A - 2 Storefront Elevation A .- 2,1 Storefront Sections A -- 3.0 Interior Elevations A 4.0 Wall Sections A - 4.1 Architectural Details Plumbing / Mechanical Interior Graphics a Door identification Signs Finish Schedules Door Schedule Architectural Specifications Architectural Specifications Architectural Specifications Architectural Specifications Plumbing Floor Pia1 HVAC Floor Plan Plumbing Riser Diagrams, Details, 8 Symbols HVAC Details & Schedules HVAC a Plumbing Details HVAC Calculations a Specifications Plumbing a HVAC Specifications THE BON IiIIIlIlI111�111�1 II lI 1 1 1 Ii1 1 II11I1 I• r�' �lllilli�l11111I" I11111111111Illlil�1�111i111�111I11lIIIIIIII�ill�lll�lll�i�i 111 1111111 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this ' notice, it is due to the quality of the original document. r .. 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" " "l.�'} :.. f ; 'rr.ii a,,1 it s .. �. �a 7S. x !!!.•, r �rl i., . .1._ .. '7 l..S `a, ' kIII111j1111 11l111J11II111I111111II111IIIII 10 11 mAnuNUkuNff12 �p 0 i . • S air Jr � � ' • " l = � gig y • NOROSTROM 1+t[ lZ'R•3 C t3 n - ..1-1• _•,iiYrl W X71• valT I t gil e, .ate Wi •••V FREDERICK & NELSON '-n 1P4. 8 Plot Plan 1 I to • •t!, god r•, a rl 1 r l \I [ Il .i .Y'r.. =r r r,G lip u d 'II L •..- •.�.r M Ij ti • .--,.4 .t f WIC a gilt w r i t I 0111111161IN - -q fi' r AUG 0 I./:M, PERMIT CENTER NVT11 :G PENC4EY 14.111 *MAI r Sent Mark Date RE■510o5 A5 r LANIAoK) Lau ©maim A Division Or The United Slates Shoe Corporation Cincinnati, Ohiv Southcenter Mall Tukwila, Washington Title General Information 340e REGISTERED ITECT DAVID A. UDKOW STATE OF WASHINGTON 28'21 fs. 11601 1 trill T� o,trr; vci. pnc�e�,lr Artzc 02/9 ,,3 1�r lAreduts:;,..��..,7 ;,, Architecture Planning Interior Architecture Architect's Project No. 9020 Sheet by J M A Or 2 `� D.s ptton THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION 2431 S. Acadian Thruway Acadian Centre Suite 230 (504) 422 -4070 Baton Rouge, LA USA 70808 This drawing is the properly of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically r,. ; ' ; herein and is not to be used on any other pa.!rct. It is to be returned upon request. Scales as staled hereon are valid on the original drawing only. Contrac!or shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. a PreIimmary t"J Advanced Copy iri Appd. for Construction ante (' '; it' 1 a _- Drawn Sy : G' S' Checked by C & D REPRO/GRAPHICS 30 t • , 1 "';, -•rs' 4%4 . • • N.."' • H. • • • 0 ' t. P F • . • , ' vv v. • ri2 LINE OF OVERHANG ABOVE Demolition Floor Plan Scale: 1/4"=1'—O EMPLOYEE TOILET MENS " ' ' • v , • , MALL ACCESS CORRIDOR • • • , 0 16 VHS INCH MALL SPRINKLER ROOM — ETA _ fD 143 23 1111111111111111111111111111111111111;I 2 3 • EMPLOYEE TOILET WOMENS NORTH r — 4— II <-• Li EXTERIOR WALKWAY ( - -r ! =L7= EEE � = ADJACENT TENANT 9)) - . • I` L- li- F 1 I / .es II t . _/" I k q ! Rommicaxma . . t • k '""?, , - • . 1111111111111111111111 JII 1111111111 1111111111111111111111111111111111 1111111111111111H1111111111111111111111111 4 5 6 7 8 9 10 11 "EINt"MMY 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. OF 6Z 86 L 94 94 VZ CZ ZZ IZ OZ 6l 81 LI 9I GI VI CI 41 ll Ol 6 8 Z, 9 V C Z I rim 0 11,1111111111111111111111111111111111111111111111111111111111111101111111111111111111111411111111111111111111111{1111111111111111111 1 1 11 111 1 1 1 1 1 1 1i11 1 11111111111;1111111WIWIIIIII11111111111111111111111;1 1 111111 1 .111111111111111111111111110,11111111111111111111111111111111111111 1 ,111111111111111 1 1 1 - ':,.,,; ... i ;-:,....,, -,;„..; -.'. .-..'...'..-- .-" :' :;.",., ':-.',. '..,'.... ".,', : i .. ',.../. i. . -',.•"-;"'.."."' :'"L.'' •,',,;.-..:.; :',..,": ,:',;,•- . .4"....);,''t. .:,,• , ""77.;,,,,t,'!e 7 4,, : ■ :1 1 . n,"'"' % , v":1' ''' ..' - ...,-).';'-'-''''' r ...'''" * ' . ''rr ' .. '. '.' ''..:.:. . ''. . ' ''''.:'''')'.' 7 ' :. :. 1‘ ..' '....'., , v . 7. Remove ail fitior Atrorra;, stps hasdrailsi aud ft floOrkig tinishttt to concrekettedmilko.floor level to apt new fluor finishes typictd throughout unless otherwise itoted),. ` • Remove furniture, merchandising displays and ruilbierk. 9. Remove interior million and finishes as shown. 10. Demising studs and drywall on tenant side to remain. 11. Remove e,tisting demising studs end drywall- 10 .wcz kraal! on the job and to pi*Ovent accidents injury to any person an about or xdjacent to the premiies; The contractor shsil complY with laws codes, Nes, and retattlatione , 1. The contractor shall take nocessitylprecatitions to: ensure - the safety 'of; the public and/or not reitorAte or demolish anything withoUt Verifying and ,coordinating Wjth, all gene trades tiS •-• Tht h ii s olaa nd elliii th t e a p pt: r too e i V ; e i n ;dt tio i n it ; 00 f ,7 ec i,u c ti:cti id en 61: 0. ,w. • 3, Whether '. or not specifiCallY indicated on the .dtawings, U 9antest.tors shall be •nisponsible for removing orde*Ilshing'existitts 0,10244, - • Re-u.se'eiisting sprinkler system ifiVelier,t possible, Reinnve ell ceiling rasseriats a;24 furr V V downs'trouglitint, ' ' 4. S. 6. Remove all ' flooring finishes to concrete end 'fissile _floor laYel - to accePt, atm? fit:Att....finishes (tY1 tbirughFout Pain, OtherWate DOW). ":•% , ... (1) 14...Rerawytt aws7 ulatio**444,44 4 f"' thrYnalt cAld h 35 itezeove'W iitthtirg flames' tlireuoheuk *telt ist eecculauce 'Iticla.110Y code . . . . . Regirele tot•Atinil lOhnOltAireOgniettiattahOolt l!lci. 411 accArd4r4e With 1 .9e*V"te, di*It e°0 • 7 • 41 127t° *41° ,• 8, Retinvelsisting diftplati fito 'mill ibetw9itt .4 ilYAC G0.1* t, • rdleate demolition viith n#w HyAigteoptiMotioapjfa-ja. RIW" • 1011'841 Ertafet1, .: " . • ' 19. 10tuoiteitnitliikto boaaliks sod tramt4sysitel;Stit4g, Ititdarly gOvt. • 22. Exbting extetior brick neutral. 23. Existing itxterior overlits48 ttreatitie: 26 ItemOve ccistiug 511unan . . EICiating strootMod 24 m:ova eixistibg exterior tioo i rind trait*. I • • 25. ` Existing reef leader to remain, , • ?'• 12. Remove existing demising studs and drywaltin area shown. ,Coordinste dernolitso" a.With IA 1:0, t : ter, f1 : . °14 1 c141114 . . aused. • 13. Remove existing interior door and frathe. • . • . • o 2. 'a " • st . • I cnai JUL 3 19I PERMffaNrER N • • esseusseseseseemourtrellmemiletweessamasessemm •1•••••••••• • 4•40111111•1111111 1 ••••••••••••••••■••••■•••• •••••••11.1,•••••1111•11‘”•• P „ • A 01";1$46n:O1Tho t.rnitiot,fokia.)in• , . CIRCInnpi, Oh4og-,* Patvkl A. Uctkow, A. Consulting Architect 11801 North Talunl PhoeniX, AtizOrte a8p28 602/933-1982 3408 S ou t*h cen t er Mdll Tukwila, Washington' Tr9e Demolition PIn • - , v Seal THE' ARCHIT A PROFESSIONAL ARCHITECTURAL: CORPORA Architecture Planning Interior Architecture • ' • • 47 „;.; ' • '11 I ' • 243! S. Acadian Thruway Act391134 Cerr Su: (504)922407o Poton Royatiort • • - a :,:;._.;...,::.:, the proect and . Sie SpOCIIIICARy i'dentifiegt"heireit - RAE copied tri irwhote.Or iii part: of40(iiylo be used 101 • - ' ..,,_,.;29_?..-,..12.2:L. arthitocus propici . Ng:. • ...,-;,.; rertatuitsnednb ... . - . - - Scales as stated hereon wo ikatid on the 04081– • ..... d raw i ng only: Contractot shalt cerefulty review. EII dirnansicns an conditions shown pore*: 3ildit. once "wort to the Architect anY.i4ITOr. •ihOhril40, • - ..:;. .,....:::' ,. • tency or omission he may disoOve?, . -• , :: : ,, . , .: .:-,- • ' 2 . 1 4 OR 7.e.4$05S2' +. r *R 6IM. GYP. FiPle -- 7) 2' -6 1/8; 4' -•5 1/2' MIN. HOLD F i'Ttt`!G' Ma AL• OTUD p I N/ e)' 13r, 60(p. W. PATGI•t 4 Pe PA I R �,- b6 f )5D. MAINTAIO ex ieriiJG � �e FTI I / % 3 , 1 /2" 8 - ;`-•- ---- -' , 2'-1 1" `'--- 8 , 5 " MALL ACCESS COR IDOR S' -3 3/4" RETAIL SALES 10'0 rREFRACTIOW � ROOM 1 11IN. ti-IOI..D MALL SPRINKLER ROOM EQUAL na GEII, GOi'TP,AGrOR To SUPPLY 4 II:eTAI,L Jat� Airet1UArlr7n1 INSULA°IVi.1 WNErie IMPIciP"71717 .�- % 1 nfrr: - :nrielr: 4 3 oil A- JD 3 5/8" 1 3' -3 7 8" c5- a 5 /8 CONTACT LENSES li »I t .:' c r T 1_ _ ExlS HU.'Ttft7. l7EMIN NYAt L WI eX 1T• &Yf. fan '- rATGht 4 fZerAlfk Aa t ap MAINT &•IN exi '1. Fjf� t -tJN& (7Yt! 3 CASH! '/ • O.D "ECEPTIONIST 11' -10 1/8" �I. 2 1 Co'• o" GI.AR GYP. to o (P. b N t3 L 0 w c o It) II 119'b STS. • 12' -5 1/2" 16' -10" IN ILL rift- S-ri f3G. ry j lArcH cx PNATi NCr: Td MiA 16' -10' LINE OF OVERHANG ABOVE Dimensioned Floor Plan Scale: 1 /4 "= -O' EMPLOYEE TOILET MENS 24' -0" 24' -O" NORTH I EQUAL NGPiTH FOP, ROOMS e 45° 24' --0" N OT F TO CONT RJ►C Contractor to verify and measure existing conditions prior to r:onstrucfion and notify architect if these conditions are different from those in the construction documents. Lille op cup, 12' -2 5 8" 12' -2 5/8" GENERAL NOTES to M b N b N 1. General Contractor is responsible for providing and installing clear Texan corner guards, 3/4" x 3/4" x 4' 4", at all outside drywall corners, typical. 2. General Contractor is responsible for installing finish materials behind and under all millwork, not including Wallcovering. Waltcovering will stop at millwork and the wall behind is to be taped and floated, "paint - ready". 3. General Contractor is responsible for any preparation of the floor slab required at the stole entrance to produce a flush condition between the Lens Crafters's store closure line and the existing mall flooring. 4. General Contractor to supply and install fire retardant wood blocking in existing demising wall to support wall mounted millwork. ALL NEW AND EXISTING GYP BD 5/8" TYPE `X" .ii. ial ":� •� �'z'$ '.1.�rI /•. y? ':x'•. • s ' . ° ,.f?. 3 ..' ri tY .f - ;..1 i !� S' •f! r /_•- '`•' rK + J. r. i�lf III_III ICI (II�I�I III�I�I I�i�l�i ! { 1 t:r'N r�I�f�i If I�IrI F�l�!'fl ICI Iii Il i iII f`�i1 + !II f( " l If flli 11l i f1l ( t1lI Ii ICI I I I{ I 1 I�f I I I IIII 4 5 6 7 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 we THS INCH 1 OE 6Z Be LZ O2 gZ riZ CZ ZZ LZ OZ 6l 'I l ell )101i1111!11111111 t !' �' I i �IIIl�IIII 1111111. IilII�IIIIi !1il�llill111 111 l ,t,!. ilt�!!I11 IIIIIillil �ill '. fY' 1 3C" .T� 8t LL 91 St VI EL ' ZL t6 pi, 6 ff 0 G 9 Innipilll!( 111111; n11�In1Fl��i�11i11il�! I; I�lilllilll�Itliili0. 1pIII1 {IIII�IIII�iIiIlII!!�,;1; nnhnillignifll hill •.r..rr r. 7i�; �,3.� `•�Ir" . � . ., •i ,• .,* .��,?.-:i: "t'd: ~ ..�c: 1e :•d.1.,.,..'.;',7..�at4f.E.Y, -i bYf ".. r .+nG"ts` °,'�s:..nIi. ?,�..f'�.._ ;TENANT )YEE :I LENS GRINDING LAB � 1 104 4 off • NAGER 'SS FFt 7 �Yi° To Gr' Il - O' / c t EAR_ G•S. Checked By • f . 1"t, t✓ r Date Drawn By l• : 7 AUG 0 b •i:j i PERMIT CENTER Seal Revisions: Mark Date By 0, r J Mil 4 LANPloizzO ,onss Cft®rrs A Division Of The United States Shoe Corporation Cincinnati, Ohio Southcenter Mall Tukwila, Washington Title Dimensioned Floor Plan D REGISTERED TECT DAVID A. UDKOW STATE OF WASHINGTON 3408 AN 28 '9, THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION G: V: b. Uri: - . 1 1. 1 Nc ": . Trlti.trl - : E.`.•i. of r 3 v' i. Architecture Planning Interior Architecture 2431 S. Acadian Th!uway Acadian Centre: Suite 230 (504) 922 -4070 Baton Rouge. LA USA 70808 Architect's Project No. 9020 This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error. inconsis- tency or omission he may discover. • Sheet A-I.O EXISTING FINISH TO REMAIN - - EXISTING —3 • CONCRETE W,sii( MIRROR RE A -3.0 FURNITURE & EQUIPMENT SUPPUED AND INSTALLED BY DOCTOR MALL ACCESS COPRIDOR EMPLOYEE TOILET MENS ul MALL SPRINKLER ROOM roL0E0 Pi.As; G�7IJTCGf Ct�s�s VIAL 5Y'QRf= CAE UN i 6 .020 N spc: rp-aVi 7E17 EMPLOYEE TOILET WOMENS UGHTBOX RE ELEC. N N •. �.� t1IL1.WOR. :p• { uw!TS a Fr1: itI 10 HAVE 144K5 " s r a�e L r j J U fJb� (\ BACKBOARD TELEPHONE - Val ABOVE CO. VP uIJtR ELECT. FANELS McNrrof 6usPENpEp FRAM ur rt.I52 PI' INNER I N'TAL LEP En' GONTIKAC-TaFZ - 1 floYIPE GLE;m" A 1d AY FROM otf,i,¢1)6710t4 PI; 3c000 �Wi'/ L 4 )_ 0 II UGHTBOX RE ELEC. BELOW FILLER PANEL M SWARF/ VACUUM pi:Ap sr/No •(151 - . coNc . 5LA3 •o 1 gel1A10- calshcro -r© 1 � 1I Ii W�r�% d es i GoNc, ilvALre-. GE(zI1Ic TILE vaLalso IXiSi1NG CONCRETE I LINE LINE OF OVERHANG ABOVE Millwork, Furniture,, & equipment Plan Scale: 1/4 = 1' -'O" LEASE L J . Mrzt)At. 10 3'ff' i EXTERIOR WALKWAY GENERAL NOTES EXISTING FINISH TO REMAIN ADJACENT TENANT louIJcv5 cow 1. General Contractor is responsible for providing and installing clear Texan corner guards, 3/4" x 3/4" x 4' -0 ", at all outside drywall corners, typical. 2. General Contractor is responsible for installing finish materials behind and under all millwork, not including Wallcovering. Wallcovering will stop at millwork and the wall behind is to be :aped and floated, "paint- ready ". NORTH \ t 3. General Contractor is responsible for any preparation of the floor slab required at the store entrance to produce a flush condition between the Lens Crafters's store closure line and the existing m ::11 flooring. 4. General Contractor to supply and install fire retardant wood blocking in existing demising wall to support wall mounted millwork. A4.1 PRISM , BOARD MOUNTED ON GENERATOR 3' - I ' 14r1Eli: y'AC tL 1 (,IJ G GUFF, / 141 -0" Kea rAcE MARK WDU wH WH WTRI CDU GDU2 LCL t1CR FA FAHC D2J• L iIY M6 M6S 5DB24 AA LSPH MOD. P"/P13 LEP BDU FILE STACK M5SV AL MILLWORK SCHEDULE ''-C 'H,ANDIkAP TdRN INC+ c IRGL 31- 211 p1EE3PAe QUANTITY 9 1 5 1 2 5 1 3 1 1 1 1 2 4 1 1 1 6 1 5 2 1 1 KNEE WALL. W /ACCESS PORTS BELOW 4" MILLWORK RACEWAY KNEE WALL H FILLER PANEL Cw F30 HF36 HR36 CLSI3 D2CL PPIDB mod. with locks VDC SDC DU DDUS DSV VM PM SCR W7230M BFHD24 Lounge Lunch Counter Top Lounge Corbel Lounge Lunch End Panel Lockers modified to 3' -O" wide Doctor's Coat Rack Manager's Desk ----0 , QUANTITY 2 1 3 2 1 1 1 2 1 2 2 4 2 2 2 1 1 1 1 1 1 2 1 • EQUIPMENT SCHEDULE MARK - DESCRIPTION : AMPS / VOLTS / AIR (IF REQUIRED) 1 LAP TOOL CUTTER: 6A/220V 19 SURFACE SAVER: AIR 2 GENERATOR: 20A/220V /AIR 20 LAYOUT MARKER (SURFACE): 2A/120V 4 CYLINDER MACHINE: 7A/220V/AIR 21 COMPUTER: 2A/115V 5 BEAD PAN: 120V 22 SAGC3ITA GAUGE 6 VERTOMETER: 1A/120V 23 BPI DYE UNIT 15N110V 7 LAYOUT MARKER (FINISH): 2A/120V 24 ULTRASONIC CLEANER: 1A/110V 6 OPTRONICS AUTOEDGER: 12.6A/115V/A1F3 25 CHILLER: 15A/115V 9 WECO EDGER: 10A/115V 26 COMPRESSOR: 17A/208V 10 LENS GROOVER: 2A/115V /AIR 27 PATTERN MAKER: 1.1A/115V 11 CERAMIC HAND EDGER: 5A/115V 30 FRAME BUFFER: 6.6A/110V 12 DIAMOND HAND EDGER: 5A/115V 32 UV 400 UNIT 12.5A/110V 13 KIRK HEAT TREAT: 15A/120V 33 MONOCRAMMER: AIR 14 CHEMICAL HARDENER: 15A/110V 41 FLEXIBLE DRILL? PRESS: 2.5A/115V 15 PAD PRESS: AIR 42 SPECTROMETER: 20A,/110V 16 AIR DRYER: 9A/110V 43 PHOTOMETER: 1N11GV 17 RECLAIM TANK: 18A/110V 44 QUICK CURE/CLEAN & COAT (POLYCARB STATION) 18 BLOCKER:5A/110V FURNITURE SCHEDULE J11ARii QUANTITY S -5 S -7 S -9 S -11 D -2 3 Contact Lenses D -3 3 High Tech Exam D -5 5 O.D. Waiting D -6 2 File, Rack y �r 2 1 8 1 YaSE.�YCUx :i AREA • 11.UU 0 ' *t Lab Chairs Manager's Office Fittings and Adjustments Manager's Office (file) PERMIT CENTER L.'SK:1:f Revisions: Mark Otto ay Description FEN161 0 N5 4 f'ER owNEp. Southcenter Mali Tukwila, Washington Tine Millwork, Furniture, a Equipment Plan L©i Cft®ra A Division Of The United States Shoe Corporation Cincinnati, Ohio Sear THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION ct : • t . 1 : um Blvd hl ir iii;;, Is ri, '. -:%. € 02 :. :4ws^.1.1 -a :.;:x r. -., Viii:1/..i ; .ic: :' t Architecture Planning interior Architecture 2431 S. Acadian Thniway Acodian Centre Suite 230 (504) 922 -4070 Barton Rouge, LA USA 70808 Architect's Project No 9020 This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any otherprojert. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. O Prelomrnary O Advanced Copy TIM App'd. for Construction :Ct -21 -9I Checked By Date Drawn By Sheet Of ' 2.0 0 'o TMs IN1;N 0c 6z er. Lz 9z !n 1!11!1 !lli1ll!! iii: 11111!lli11111!!1 1111I111I111Iif IIIJIIIIIIlj1rl11 11 111th . 1. UHT I , H11111111 flr 2 3 4 NOTE: If the notice, i.c: is 11161 .11t111It'11lr161IIItIII111 11r11I1I111.I111`(I 111111111 7 8 microfilmed document is leas clear than this due to the quality of the9riginal document. 1111 . ' . { I �11111 1111111111111 111111111111111111111I111 9 10 11 w►,oi:we=ewun 12 sz *� ez z {{ z :z pZ et 8I Lt 91 st 4 71 et • tt R pt. a t3 L 9 s .1 , C z t. wr O I' l! II( 11�! IIIIIIi!! lIlI�L!! 1�1i I! 111�1lIIl. C11�i1ll�illill !!! III!! 1! ilNillll !!!I!I!! ill} �II!!{ Illf{ Illilllfiililiflil !'. :'!IIIilll�li!i {!1!1!111 I �IIIlillil�ll!'!I 11�IIIIi I II'I ' I ... f � .. ,,. ,. .,.,�: , ,: ., . ^. •- •- _, ^.- :Y �.,.�... ,, .Y _. .... _ _ � i�l iilflf�lill�llll UIi� . 01.3 . ✓. I iii ! Iii 1 r' . / fir' 3 •.+, � 'S` C z �^ J. lC„ .��•',. -.. , . f.... J. . ..Ywi•. ., rJ..y ', ... ..., Yy YI.. '�x � .M ,k,. � , .., sy �� f ..uA ,...���' w- Y•i/�.1r r Y'. LL 1 �* k�, " � • " ^;�' MX '.. /^ e'.i ec w �l , �. I.r f}. r�4 «+�.'.'� J. �y- ,� ,.... r-. r! ^ .... , .�., ... ..` ., ,1; .'i.Cvr.r'�v;., .>•`,t.t.,•'....,c // rc ,, �,� 3"`•r .�„.iy;`�'' +.c�"• -.%i R *'y �na,,.-�"+A 0• yx ;i�: +' ir... :, ',%�..;. :1,�..,V4t .. : ✓. 4.5', ..: e", :"��. �iC��lt _. _. -... re. .-. °. .. « -^�. .._ "a.�pL.'.�.rf. �!'^tz :..< ��. ,... i�. , :_J���. y��.l >� :.. .0 •. .- ' ±. .:l, 'Yq ,r.�r'' . : } <-tro. ... .� v, � � �Av.I Tyr, f� Kv7�M Reflected Ceilin_g Plan Scale: 1/4 " =1' O" I ma 24 24 METAL c E-55 ' l_ rANEL "CSsco r r- copUoT E 1 r v T � t r E P X t'P-o IDc rEglIVEg. Fl HfN&; 1 66 rc'P 4- PAINT p MKT&H PLAS"'1'V 5oFF11 E:C>at1�L & F ;c'. ils lot-Oh'A, c -'L t NORTH aV v.�' 1�: �iWJ �t.:.)��.la,A ° �w. .. Vii,. � :�p?cu�)'3AkSraics::Y: -2;�i 1 A6-36 1 ' - e FF a. lC.1E II 11: LEGEND RETURN AIR GRILLE SUPPLY DIFFUSER VENT r SUPPLY DIFFUSER El RETURN TRANSFER S INCAN, CAN 21(4' REC. FLUOR. LIGHT 2'X2' REC. FLUOR. LIGHT FLUOR. STRIP LAMP : CtT1 4irt •, Mfli 0u PERMIT CENTER Seal ❑ Preliminary ❑ Advanced Copy ® App'd. for Construction IMMINSEP Revisions: Mark Date By Fevi -t otJ refe. �tittr N . Description _Arm Oraftgrias A Division Of The United States Shoe Corporation Cincinnati, Ohio Southcenter Mall Tukwila, Wachingtt n Title Reflected ceiling Plan REGISTERED AR HITECT THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION Architecture Planning Interior Architecture 2431S. Acadian Thruway Acadia Centre Suite 230 (504) 922 -4070 Baton Rouge, LA USA 70808 Architect's Project No This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project It is to be returned upon request. Scales as slated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error. inconsis- tency or omission he may discover. Sheet 9020 A -1.2 1` j.r C` �.: '��. �...:. t /�) 4 {f -ri [ k .`.�r > s r : c,.,• ��.r< _ �..: nS� , }.,..: IIililiiil;iilliilf if ijilifliililiillliill� ;i`� 11111 t1Iil11i Ci {I 1lII 1l1iIr1(Ii Iitj 11111tj iii Pi iiIf ltl1111111lil1I 4 5 6 7 8 NOM if the microfilmed document is less clear than this notice, it is due to the quality of the mrigivaL document.. 0 toTNSINCH 2 I 3. l l+ Iil�l{ II 'i'�IIl 9 • :4 • • • ', "•'\1- •," Y. t' •-•••": • • tk 7- „ • 1: I .,--7.".."11111111NN,:11111111..*:".' OU INS Ash IMMO .0 .1 Ilm* 121 sums sem, NMI *MI 1E1 11, NMI .2111 pose !MAI A!"15../N 01.1■•••• •■■••••■11 TN;e5 Sr(-2 —.7.=}-IQININ South Exterior Elevation Scale: 1/4"7--1'-0” e;elicx. T42 15)(.71;r460 FA6,4 r..)L4zr 4Q7 s;F:Aez; IL 'I ?" 6: 2 F A0 West Exterior Elevation Scale: 1 4"="1'--0' -- 1 4 MA CX , a; .,... u4A L. . • • . . • • '-• •1 , - ?1;F t AEL , e)1 — 1?. 3 F - -- • - . • , • 1 C - le:2 getiTF,AL, . L ftr—<,4 iNttreeD C.\ 55 1 LA 1 s I 55- FA INIA ;14,071Q Co 0 le THS IN 7 49 CH 11111111111111111111111111111111111111 2 1111f:411.11111111111111111111111111111111 IIIIIIIIIIIIIIIIIIi1111111,11111111011111111111111111 3 4 5 6 8 IIII I I 1 1111111 ,,. , 10 11 MDC11 12 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. • -1 oc 6e 8 L2 9Z SE VE e ee LE 03 6L 9L LL 91 91 1 71 el et II 01 6 9 Z. 9 G h C Z 1 14 ri 0 nk I 1 - ,- , ;h:: I II 11 , I IIIII I II I I IIII L I" I Ir. I III IIII IIIIII I I - - • , , -- ., - • ,.. i I . I I: i , ,..,..,L2•11., ,,,.,,,-...,...,,,,.. , . . ,.., ..., llhilhiliiiiIiiiithilhIsliwiliwIrwriiiiilimiliilinl■i , ' • ; .4 • •,.. - • _ . ••• z• ?",s • 4; OF 0164 r P.IF.;:1A4.1 EGRUAL ." : D.).icA.71Z.E2 67 HALL. 1•1 - P/ F:6?UAL. Southwest Exterior Devotion Scale: 1 /2"...--1 V . 11.Na .• ' ••■•••••■■••■•••■•••••••■••■•■■■■•■•••••••• A..L Fot.J?) .rYp. 4 RECEIVED apt oF TUKWILA JUL 3 10 4 PER6KICENIER' Seal Revisions: Wok Date ey DoacriatIon voila.. AM • ....;•■■•••■ A Olttitstatt ittlititt_r.1144,P‘OtiititlektOit etticitteutti.1*1.0; ' ' ' . • Ovid A. tidiCOvi RA COTISURing,ArChitect - 11801 North Tatum elvf.; PhOonix,Arixotilipsont 602/963-1982 - • • 3400 • ONANNI1NalIMPINNININOVRINNINNIMININIIINP , • , *mom ■••••■•••••■•■•■•••■•••••••••••••••••■■••namainammurwea....■ • • .101 281. *No •• ■••■•■ • •• , = • ••••••■■•••••1. • Southcenter Mall Tukwila Washington Tat. Storefront Elevations THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORMION Architecture Planning Interior Architecture • - ' ' , ' . . • . • , . , • • . • ; .„„ . . • • It 243t S. Aoodon thruway 447;•00011 CeNTEIScRit'230 ' 004) 922-4070 keen Rouge, LOL USA 706% assmemzesenlimesisseereseasmvansimmesamise: Pto ct No- th 1 ‘:E4 16°- copied in whole or irt part. It is`onty to be.toxid for the p oect and site speditically identiNitivietrt and is not to be used on any other projerit. is t� be n: returned upon request. . r ci Sca taw ie in s o :a on s s s a; i t I vzi : c l ara id*t;n tot ine coview n arigin a l: , dimensonS a..I cond;hor4 shown haleOt1 arid at n:: once reOrt to M6 Architect 'anyi error, trOnsit-' tericy or Omission he may disc:oval. • • • 04.!c227-.? hLJLT ;LZ.11 S7:1 4644A c I A= r19J,AL. Section 3/4".--T-0" Section 3 /4"=1*-0" 11.0011111 55 M21.2 1 5 d,51 61-Ark16. 6y6rem gALAke5F, (4-50-1o9 4 450 - 0b1) OP1 d Ws (d-04 54g 717 L., 5rti e vp" mAx. G DECAOVE - METAL t7 Ty? Section 3 /4"=1 IG" Ar,K,S12 t441..i... TIE. 1 P,A,..1S T0 '11117 ii.1■46-047P17,At. '4TH mA+.11..ip. wecc* I ig - ryes, 'K W, _sAt...5 i.:.) _ I TV ...". ,Aexe , 1.4. • , •-;'• ' • , • • " 5 -• • :t •i" ••••■••.4*:„„. • • . " • (:4 , • • ..-. , ' • -- - ; - .--..i - ",,vf. -. 7.: IIIIIIIIIIIIIWIIIIIIIIIIIIIIIIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 .*.s..c. 1 2 • 3 4 5 6 7 8 9 10 11 MAK IN elPWRI 1 2 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. , • oe tiZ 94 /2 9Z SF, -1 73 CE EZ tZ 0-e, 6'. 9L Li 9L GI 1 71. C: Et II Ot 6 L 9 S C 1 11H1 i!11!11 !1111111111■111111111111 1 2 I ! • . •••,. . . . - , . , ;. „, , • ••• - • " •-.--"` • s • • ".,-• • • 7. • ' 5. . • • en? OF Jul. 3 PERMITCENIN • .z ',• • • t'• . • • • , I 11111110BIONIBWOBBIBIMBOOMPOIMMNOMMIBBINIBMIN Revisions: •1041.411.. A oivisiou f3f The s . tato$ 4, 4 ) 44erteiOK't anal/Huai, Op* • ' • •." Ty, Mrk AS 4r.rhomos41. By B4scriPtien amosasomosoroassummilintalaswo 0.111 . 10...11.. .. 1 .•■■ • •• • ••• 1 ■. 1 . 1 .1411■1■••■■••1,11;.....0 .4.0■1•00.111 . 1,10 . 11 ffarOINIVI,I14/MIIMIIMMOMIIMOIII . 4 . 4 “....444•••••• • . ... 4 . 444 . 40. 444 440 1•MONIIY/141■••■■• uthcenter Mal vvila, Washington Storefront Sections ;THE • • ARCH ITECTURE A PROFESSIONAL ARCHITECTURAL COPIleORATION Davk1A.UdkM Consulting Architect 11801 North Tatum Blvd, Phoenix, Arizona 8028 602/953-1982 11 , Architecture Planning Interior Architecture 243I S. Acadian Theuway AcoCian (504)92241070 on rtotsge, AtchttecU6 Prop*? 14o. , .• This drawing is the property ot • TURE dROUP is. not to be re00qt1PP4 '; '.; • &pied in whole or in part, ii is only * bla:43ed • the project and site spepifiCally-Idehafied and is not 10 be use.d Phone' iit„!:Ner returned upon ftiouesL • :" Scales as stated Hereon are v.aiid oil the atigittii. drawing only Contractbe shall care1611}Je)rieic atr dimensions and conditions stioWttll*Parrand;Pit:;;. once report to the Architect any error, inions,W, tency or omissior . he may OiScover...! a Prehrrunasy, a Asfrones<1 Copy Apvid tot C.cottruvtion ort• 6taym By : 'Cttetlioa By • - • • : • , 1", • - ... 4 ' • • ' •;, " • - TO CONTR AC'T'OR FEE : Elevation - Room 101 1/4"=r-0" . Elevation - Room 101 1 /4 " =I' -0" Elevation - Room 104 I /4 "= 1' -O " Elevation - Room 114 1/4"=1•-0" 3. All storefront glass to be clear tempered. f5I.AG1c. 40OIZeD TKI PAe, 12 15 PRaM i�IC� sYs T EM N Wl I. 11LAT D GLAeS 15Y a Tyr. e SToWpoili WG -2 —124-1 av ivaM°LIMef4rARY Firrn 4 AOJU ' TME T EaiJaL .� 13 I. All clear tempered glass is to have polished edges and to be butt joined with space to equal half of glass thickness. 2. All wall finishes, excluding Wallcovering, will extend behind all millwork from finished floor to finished ceiling. Walt covering will stop at millwork, and gypsum board behind will be taped and floated, ready for painting. Vinyl Base, VB -I, will be installed by the Genera! Contractor on all millwork after the installation of the millwork. N t OM: R : IA I. v c7R ,64!G'LE W 15I..ACK i:4.Ir717I =n TPsIPAE' 'I PF -MINA k( reri W/I I N6U LATE!, GLAD 6Y �'� iJ o r( � �P e s To�FRr�T .A I I I. i.nri V r- p,E : Ladd 1 Elevation - Room 114 I/4":-T-0" .a r d+Yi;�WR' Gad ..�:ii�"�s)zay I •61J otvl 114 oN. ou At4 F1('Li L Ep1JA r Li UHTt ?o1465 ae �T�v w•2 i:RtJAL MI LLNOR;� f IA1∎1 9\ Elevation - Room 10l kw I ∎. .∎ i /4MI ∎ -0 4 A2 ∎i ' � LIGN evx TYP : L�GI Wc•2 --- ) MILLWv�K1 KMEEczbrko V5 -i Y P. t IA I∎ I I �/ Elevation - Room III I /4 " =I' --0" �..,m0, dr.''? e�:::' , w'�e'+�L'at'�u ":•�'i'�.�.9t:�r •�si4:.G:�ii ";. 4 4) Elevation a_ Room 114 .∎ I/4 =1 -0 4 M I LLI.IQRK I1 AiiRt To w/ riv I'{ Veo ALi M . I M I LL�Ir�RK 1 FE : TA I. 1/4"=r-o" 1/4".I'-0" 1 �/ iI CLEAR TEMP 6LA� � p : NP�'E I i Elevation - Room 104 Elevation -- Room 113 C6wQ FLoo 1t (? A L L Elevation - Room 115_ 114 " =r -.0" L am. I LEYATICOIJ AL'iEREP z! Rt : 174 I0 /A- . We -2. I Kt IAI.1 I (7\E1evaflon 1/4"=1 Noi E : FEE: IAI.v PQR AtslCoLED WALL/.; it it • IN Room 113 Elevation - Room 115 I /4 "41` -0" 2?GfvP, of oP; vM ETRY t E j;,r,2. I W�• 'L-- V& - I TYP Elevation - Room 101 I /4 " =1' -0" rY r Elevation Room 104 i /4 " =1' -0" M I LLWpRkE___ RE IA I J MILL1.47RK rte :iAIJ 4 1.g Elevation - Room 113 I/4"=1 1 V� - I TY■ LI:NCE N75: R ), EQUAL. ' EQUAL - - - WC - DAVID A. UDKOW STATE OF WASHINGTON Sheet I GA MIEP, tl tit I I 11I111111111 111111111III111I111II 11111111 111111111111111111111111111111/111 IIII1 11111111111111111111111 1 111111111111 11111111111111111111111111111 IM 0 IS TH$ CH 1 2 11 3 4 5 6 7 8 9 10 11 4 " IN °MA 1 12 NOTRC If the microfilmed document is less clear than this . ` r r notice, it is due to the quality of the original document. oc 6Z se Le 9Z ' SZ Z CZ ZZ ' I , ' Q I Z ' 1 1 ,∎,I∎∎� I ,,, ( ,! 91 SL 4l CI Zl ll. Oi• e e G i 9 11IiijIilllliiilli! ill►! Iiii�! i! i, IIIIIiiri., Illill! Ii► airlliilirlPil !lrlii�iililll ►,�; ►Ii :i11 !,..+,,,,,.,.,,, I l I,,., i,,,, i,,.. i,,,, I,.,, I I .... L,.. L ... .+,. L. .,,.... ►....I..1..,.I....1.... .ovt J'i "rt C II ! IIl iII IIIIiIIIIIII ►! Iillif, :liilnil 3'�T7+✓Y.i1 -- a F,^ , ___.._>. j /o are G !AE RCE :PET ?/ A - id 3111 Elevation -- Room 101 r ry, 11 GI.�AR TwMI' GI-Ass R E : iir. r 1 A Elevation - Room 101 I I4 " =1' -0" �A CI1Yr,.: s ;: :1 \ Pz.HMIT CEN rER Revisions: Mark Oat. lasyi iat.4 AS Fag. d /NEB LANPL,c Architect's Project No. Date Drawn B .Gar 4111VNIIM.c,•_... Southcenter Mall Tukwila, Washington Title interior Elevations Seal a 408 !'G ISTERED RC !• TECT /Ft 28 S By Description A P LOIRO Cft®or A Division Of The United States Shoe Corporation Cincinnati, Ohio THE ARCH ITECTURE GROUP A PROFESSIONAL ARCHITECTURAL L CORPORATION P `,�-4" w Zr t"Se :7:ri F, kid :' , 1-..: : �'i'•�Jt.r' , Arizc :: J:r1a tC',�'z'S+x`s _ 9, ? r i* u'. � ►�G'.�t�l:.'.:.':..:iS�rilai4v. Architecture Planning Interior Architecture 24315. Aeodlan Thruway Acadian Centro Suite, 230 (504) 922 -4070 Baton Rouge. LA USA /0808 This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error. inconsis- tency or omission he may discover. ❑ Prehminary ❑ Advanced Copy 9a App'd. for Construction : t ' 11 C. s. Checked By : .._L��y• 9020 ' Contractor Option: Brace of 32" o.c. above 12 " -O" or Ri r Studs at 16" o.c. .:to. Structure Above (typ,) Section Section :Suspended Acoustical Ceiling 1 3/8" Clear Tempered Glass I Gypsum Board ( both sides ) ) Power " Driven Anchor Bolts a 24 o.c. re: IA -4.I Continuous Vinyl Base Section Section Scale: 3/4" - I' -0" re. IA -1.0 re: IA -4.I Continuous Vinyl Base Suspended Acoustical Ceiling rll �D r,�pllC� � M11C�°' L.. Continuous vinyl base Section Section Scale: 3/4" = 1' -0" re. IA -i.0 --116 gauge, 3 5/8** metal I studs at 10" O.C. Suspended Acoustical Ceiling Gypsum Board ( both sides ) -116 gauge bridging at mid - height Faucet w/ Hose Leader re: mech specs r " -lf" 1 4 N r f', l gyPlo" e ArtIAMIted H O• Caulk Joint between Marlite and Mop Sink Continuous Vinyl Base Continuous vinyl base Section Section ..., ' re. I 1 1 o. 1 1 ri I I l i 1 1 I 1 Suspended Acoustics! I Ceiling I 1 1 l X 25 ga' 7 I I 1 1 1 type 'h' gypsum { boCrd I 1 1 1 1 1 _ I Existing arti Demising 1 1 P Continuous vinyl base Rey13ion$ 3408 O Prehlysanary; • O Advanced Copy Ot app "d: for Construction awn 8', ,eeked SY .� JrJ»I+f -lei.. •This drawing is the property of THE ORCtitTI ,< -' 'FORE GROUP and is not to be ratiroducett Or f, : copied in whole or in part. It is only t.,be used f#, the project and site 'specifically ttere and is not to be used on any .Otter Prottr44It is to be. - returned upon request: • Scales as stated hereen fid the drawling only Contractor shalt caretulfy Orittr+Sr,1�f1 dimensions and conditions shown'fs'ere and at once report to the Architect an a ror fnconsts ;,: tency or omission he may driver. `` _ J." k. ;.nx :.. NEON 0 NI MS INCH 1 . 1,`, 1 't.. 7 "r,;' ..4....:.y t' Y .��.�. 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Title Arm Crag Wail Sectiols Seal samsmausessuesommuareasammtsamater THE ARCH ITEC' A PRQFESSIONAI ARCt tECTURAt COS2PCf A : 9 1 Contractor Option: Brace of 32" o.c. above 12 " -O" or Ri r Studs at 16" o.c. .:to. Structure Above (typ,) Section Section :Suspended Acoustical Ceiling 1 3/8" Clear Tempered Glass I Gypsum Board ( both sides ) ) Power " Driven Anchor Bolts a 24 o.c. re: IA -4.I Continuous Vinyl Base Section Section Scale: 3/4" - I' -0" re. IA -1.0 re: IA -4.I Continuous Vinyl Base Suspended Acoustical Ceiling rll �D r,�pllC� � M11C�°' L.. Continuous vinyl base Section Section Scale: 3/4" = 1' -0" re. IA -i.0 --116 gauge, 3 5/8** metal I studs at 10" O.C. Suspended Acoustical Ceiling Gypsum Board ( both sides ) -116 gauge bridging at mid - height Faucet w/ Hose Leader re: mech specs r " -lf" 1 4 N r f', l gyPlo" e ArtIAMIted H O• Caulk Joint between Marlite and Mop Sink Continuous Vinyl Base Continuous vinyl base Section Section ..., ' re. I 1 1 o. 1 1 ri I I l i 1 1 I 1 Suspended Acoustics! I Ceiling I 1 1 l X 25 ga' 7 I I 1 1 1 type 'h' gypsum { boCrd I 1 1 1 1 1 _ I Existing arti Demising 1 1 P Continuous vinyl base Rey13ion$ 3408 O Prehlysanary; • O Advanced Copy Ot app "d: for Construction awn 8', ,eeked SY .� JrJ»I+f -lei.. •This drawing is the property of THE ORCtitTI ,< -' 'FORE GROUP and is not to be ratiroducett Or f, : copied in whole or in part. It is only t.,be used f#, the project and site 'specifically ttere and is not to be used on any .Otter Prottr44It is to be. - returned upon request: • Scales as stated hereen fid the drawling only Contractor shalt caretulfy Orittr+Sr,1�f1 dimensions and conditions shown'fs'ere and at once report to the Architect an a ror fnconsts ;,: tency or omission he may driver. `` _ J." k. ;.nx :.. NEON 0 NI MS INCH 1 . 1,`, 1 't.. 7 "r,;' ..4....:.y t' Y .��.�. 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Title Arm Crag Wail Sectiols Seal samsmausessuesommuareasammtsamater THE ARCH ITEC' A PRQFESSIONAI ARCt tECTURAt COS2PCf A : 9 11111111111 111111 JI1 I JIf IJIIIII I III iV0t:11'1 0 to THS INCH 1 2 ; 3 C a i WW 0 �IIIlIl1!II!IIIIUillllllllill! ill{ �illlllllllllll�! IILlflllllll11 11f ;111111Iii!i 1i;11!1(llill lllllcllll :lill1 1 .1111111! 1 ,1 11111111MI1101111111 111111111 1111111 {llllllll11111111111:1111111 1, " i i I I „ I i 'l l i .. l 1 I,I li,l.� • . •., • :::.`, 1. t •.r �, w^ t✓ }".,/:. •ai >1. „/: i•, .r. .. _. .. _ .. .-.. ,..-. .. ... .. ....:. :>�_._. �" r ., ...._.r_. � • . t!, Y n P t. .r?,f. rr. W'r_ ti•v •i , • a .. .._ . ..,. . +I/�I •, .. _ ._.. .. .... -. �, _ �'u`I.ti- �^,..�4�,s�,�� * f � ,� y r ,•�� �� �, �s ., r ,�::.�����, ;�,�� � .��, I lI : ii Ii�ill till Ill , 1II11111 III�IIII I {II _. . . ,.:, �'� w.., o : `. au � . .+fir .•... _� .,3.:'rr. ; ,,.,i' 7�•1. ' : ♦i .,�!' ,.... ..ar. _... r- X7•,.b. _i i+'� r�rs , ?"'�, gilt Il1 11 1 111 1 1111 1 111111111111111111 5 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. •■•••rr ^ia Revisions: Mark Dale By © J M& FeV1510N' e 5 refs owNE LArUPLG'I Seal or�a ©rft®rro A Division Of The United Slates Shoe Corporation Cincinnati, Ohio Southcenter Mali Tukwila, Washington Title Ar chitectural chit ectural Details t_ • DAVID A. UD (OW bi • bN i►-ii GT STA TE4FI�tA 34011 (11) i GISYCItLU ! AF ilT l .. ! 1. 'f 4 1••. Yj r , i1 ',r, TF,tu 1 l•' 1 Architect's Project No O Preliminary ❑ Advanced Copy App a. for Cc+ns:rucUon ,7 28'91 THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION Architecture Planning Interior Architecture 2431 S. Acadian Thruway Acadian Centre Suite 230 (504) 922-4070 Baton Rouge. to USA 70808 9020 This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the protect and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. Sheet Date Drawn By Checked By : .1:. of 2 Descriptwr. A-4 .1 i o I " \v ' t 3„ x t - 6" x 1/8" S E.E le L place of +48" o.c agog at knee wail •� - 13/8" type 'x' gypsum hd. on 3 518►" metal studs I 16" o.c. max.(2' � ) ----- Wood blocking as required . °1 • 1 2 x �4 wood Mackin -os requked. •:: _ - ` eating �.__.,. Codling the w T both ' P -6 i & - G • • • . giErmftbditufidts, ..._ - .__. a t•t. mt 1. ► F - 0 ,. A.F.F, concrete slab 1 f 2 !/4" Ceili g the re : i0. -6.0 6 11 OYeq ,A. 8 gloss con li6ad txiou�, slatstt 3-1 by Garrard Contractor w,� md.kded I s 4d J ease edges, no>; to aadcYx�, suppled and hstc#ed by �� P finish n LA8. �' " t carpet to vinyl Se ' •• - , .� • M 6" o.c. RT - ! . clear red oak I door. '?mho' threshold saddle No. 270A extruded •• •' aluminum (U4 H x 4 �►) oru 1 { ( . trareinon strip dohnsonite 'cTA' style. Color: gray tie • Ardor to slab . �� - '� ' � [ I ' I i, ! l -- Kawneer lass stop >d69 -19? and g p 69-198 Bone white 3' -10" R F .. _. - - -- -1 gypsum boord, both sides 2 x 4 wood blordcing as requred confiruous, srppSed and instated •by Genera Contractor .. metal o: 3 5/8 d studs at 16o.c. Power drtvon anchor bolts of 24" ot r ; . 6 �, string ( (wtite ` (x4 clear Pine painted P - 1 glu to watt with panel atiesive, - r ,� r ' .t►�.r t ► �r'it • lily i {t , � �m. ----- _ �.. } �- — 1— �- A.F.F. 5l8" X 2" wood blocking strip tYP• blocking os required . C -I : nanru�l��lt+:fii7laiHmin_� , . c. a " i -Wood I ' IY 4 • .II ,,, �r i I i.et att for c days Irk 2 sari o tee head std. mil. ecew from the top trlto curry other stud :..,,.,�„�• ,,,, _. . ^ +,� a' • C: • Detail _ _ :� I. .. yeb_ • Y ..... aY{3 ra � I bLocate ti i fio specs, 9, t;arpetn9 Detail t Fasten to floc( with power driven onrttor, 2, Screw brace to studs i, knee wet 3. Place In al knee wats 8' or forger, Detail t f of rec glades 3'- 5" � , - -- I 'k Cbnfl s my!' base 5 / 8 " type gypsum 3" metal studs It 16" o.c, .160 • --� both sides typ. dl Detail Detail "`"a' Detail N.T.S. N. T S 3"=1'.--0" N.T.S. 3"-z.-1'-0" N.T.S. � ('. ` to Architect, Owner, and V all signage. Letters as shown in length of sign. local code if sign shall be prior to construction. . U • I 60 I E LE I00 I1 I T I P I �g' X . 5;LL W��p l II 4 � � IGK cLeArl :'''concrete slob il • W arpet I /2 "X1 /2 "X1/8 "04 GA) ..__� ° acry6le �lex<gtas . t - . 13 mm neon with supports µ -' �-�,. L ' ' - ; � C ", if ix e rar OCA -111 4 C Cal - IGir� G W I'�I aaluminum 'L' angle - w iI41'("1'e ouarr /ceramic tile N - � • . ] o srecre(wtte - - -=--1 — ud i Mr`y otr surfa.e, J'to remote transformer 1 - - v o j ,�,� MOTES: 1. Sign Contractor shell submit shop drawings Landlord upon signing of contract, typical � v . WRITE FAG 5 1 pH IT6 �1 4214 iI.AGK• AH031 • 19 R _ o e arid supports o � S P gj r r - l ► '' - - am � �' I . } ! • - i requtred re: sign elevartiof f ar colors & ri ` Vac. I � [ �T t M�* ' I 1 1"r�v � X i / � j Letter Style: Compacts Bold Extended to transformer I ?IL I �lC see I v '+�••' �+ + . • .4 � . 0f itli l j t - - . Sign shall consist of individually mounted f as re q ui re d g y 2 Si elevation. Spacing ss required Sy height and ----1 -= remote MOTES: _ -- H .TA`L P d O� JQ,M� 1 , * ,t,.���.l r• � • 3. Sian Contractor to Landlord • �/� L"� ex fo ce with trim c Flex cap 1. Sign Contractor drawings to Architect, Owner, and Landlord upon typical sit signage. ms's as reqke`.d 2. Sign shall cc individually mounted letters as shown in elevation. Spy Height and length of sign. 2. verify with and U.L. rated, typical all illuminated signage. Fobricaled alirr'i letter with medium bronze finish 4. Verify with Owner any recent changes to signage ' I I . L.. _- L1 I I FURR I I t70 6"1 i METAL. T ' � E GO P1 - r 61 - 3. Sin Contractor Landlord and local code if sin shall be g Anchor to slab tile Joints .� U.L. rated, typical signage. 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Rz t t l j> Tii2R S A ro mcK AI�••,vvE p / L, s I e t �.1e -r i' E K, AP:a ✓6 Opt 3 . � I 1/2"=r-0" 0 , I 1/2"=r-0" N.T. 11111111111 111111 JI1 I JIf IJIIIII I III iV0t:11'1 0 to THS INCH 1 2 ; 3 C a i WW 0 �IIIlIl1!II!IIIIUillllllllill! ill{ �illlllllllllll�! IILlflllllll11 11f ;111111Iii!i 1i;11!1(llill lllllcllll :lill1 1 .1111111! 1 ,1 11111111MI1101111111 111111111 1111111 {llllllll11111111111:1111111 1, " i i I I „ I i 'l l i .. l 1 I,I li,l.� • . •., • :::.`, 1. t •.r �, w^ t✓ }".,/:. •ai >1. „/: i•, .r. .. _. .. _ .. .-.. ,..-. .. ... .. ....:. :>�_._. �" r ., ...._.r_. � • . t!, Y n P t. .r?,f. rr. W'r_ ti•v •i , • a .. .._ . ..,. . +I/�I •, .. _ ._.. .. .... -. �, _ �'u`I.ti- �^,..�4�,s�,�� * f � ,� y r ,•�� �� �, �s ., r ,�::.�����, ;�,�� � .��, I lI : ii Ii�ill till Ill , 1II11111 III�IIII I {II _. . . ,.:, �'� w.., o : `. au � . .+fir .•... _� .,3.:'rr. ; ,,.,i' 7�•1. ' : ♦i .,�!' ,.... ..ar. _... r- X7•,.b. _i i+'� r�rs , ?"'�, gilt Il1 11 1 111 1 1111 1 111111111111111111 5 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. •■•••rr ^ia Revisions: Mark Dale By © J M& FeV1510N' e 5 refs owNE LArUPLG'I Seal or�a ©rft®rro A Division Of The United Slates Shoe Corporation Cincinnati, Ohio Southcenter Mali Tukwila, Washington Title Ar chitectural chit ectural Details t_ • DAVID A. UD (OW bi • bN i►-ii GT STA TE4FI�tA 34011 (11) i GISYCItLU ! AF ilT l .. ! 1. 'f 4 1••. Yj r , i1 ',r, TF,tu 1 l•' 1 Architect's Project No O Preliminary ❑ Advanced Copy App a. for Cc+ns:rucUon ,7 28'91 THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION Architecture Planning Interior Architecture 2431 S. Acadian Thruway Acadian Centre Suite 230 (504) 922-4070 Baton Rouge. to USA 70808 9020 This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the protect and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. Sheet Date Drawn By Checked By : .1:. of 2 Descriptwr. A-4 .1 1 "x6 "x'2' --10" "x4tix11 a "x ) "x8 t -3" BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE RED. WHITE BLUE /WHITE Foam Letters Foam Letters COLOR QTY. RED RED MIN A I DOOR PLAQUES HANGING SIGN Custom Crafted Eyeglasses In About An Hoer SC MN Doctor's OffIce Cashier Contact Lenses Women's Men's Children's Sun and Sport Complimentary Fittings and Adjustments Classics Custom Crafted Eyeglasses In About An dour � Custom Crafted Eyeglasses In About An Hour ° Doctor of Opmetry REMARKS Vinyl Lab Graphics Foam Letters Foam Letters Foam Letters Foam Letters Foam Letters Foam Letters Foam Letters Foam Letters Foam Letters Foam Letters Foam Letters Refer to 4A 5.0 Exact Location by Owner 2 HANGING SIGNS BLUE/ WHITE BLUE/ WHITE BLUE/ WHITE omen's lassies � ` Sun & Sport GENERAL NOTES . All interior graphics are to be purchased by Tenant through Dymex Sign Corporation and installed by Tenant. Dymex Sign Corporation will ship interior graphics to Innovative Fixtures for installation. Dymex Sign Corporation 10608 Millington Court Cincinnati, Ohio 45242 2. Ragging signs to be gator foam board signs with background painted "eRlip#4 Blue" and white screen printed •copy, helvetica style. Included with sign will be wire and ceiling grid clips, for hanging. Manufactured by: Concept Graphics 1721 Blount Road Pompano Beach, FL 33069 Mr. Bill Lahke (513) 791 -3330 Mr. Richard Stannard (800) 532 -7446 4 DOOR IDENTIFICATION SIGNAGE RESTROOM Door No.: t�1f�I'r WOMEN Door No.: Y TI /1 T MEN Door No.: .� �"t' EXAM 1 Door No.: EXAM 2 Door No.: 1 FIELDS ROOM Door No.: PRE - TEST D oor N o.: l EMPLOYEES ONLY DN LOUNGE Door N CONTACT LENSES Doorr N o.: T MANAGER Door No. Door I dentification signage to be white Subsurface laminate letters on: T blue plexiglass panels (4" X with roue ed edges at both sides. Center all letters on panel. Signs to be fabricated by Dymex Sign Corporation installed with' 1 /32" thick, double sided vinyl tape by Genaral Contractor. Center panel on door and moi;tnt top edge at 5' 0" A.F'.F. Round And Corned letters Rest Below The Bose 1' = 5/8' 6• 1 1 /h' too = 2. S 9 `�, Aechife AI txtt2et This drawing is the property of ,'HE AI HI TURE GROJP and is not to ba reproduce l for copied in whole or In pan, His of y tb-. i !c3, r the project and site sp;I[KaIy_ 00.10400‘ t rei:� and is not to-Oe used an any other prc$ecL it is tit be returned upon molest ; :• ,: ScOdes as Slated here Oh are valid 0111 drawing only, Contractor shalt 'ca?etetlri* dimensions and 'conditions stxr'v n repp atstt • once'repoit to the katiteot army ergo incur > t tency or omission he may disCOye' c r ti INTERIOR GRAPHICS 0€ 6Z ee GZ 9Z SZ 4 7Z £Z ZZ tZ OZ 6t 81 Lt 91 9t 4t £t Et tt 01, 6 8 4 9 G +l C Z l ww 0 10 11 11 1111 111111111111I111►i111,h lii,IJII11►il1116 11 ffi,i1111hrOi1111I1111i111 ,1111{1111 II IIIihnili►l1if111I1111i 111► 11 1111IIIIi1 11iI1111i111111111i1Illitllf 111111' i111111111i 111111i1�1 Ii I ,. u ,..,. �, . �•. ... .I 'n. . ,. .... _ .....v .. .7. "1 i � r,!. n. n...r .,.. ._.p, ^. .�'. ,N -.t .,,. k�1": �.. �7i. 1. '� _ -., r.. -;ti.: Y "ir.... :.lr.., Q. rl �y: :.rh: i�. ., . :M.. ,. .. .'f j. ... .. . A'. '. ... .. .... .. . , 111 II IIII'III!IIIIIIIIIIIii jt•rjiIIIIIWII IPPITII(II1IIIIIIIIIIIII''I: 11 WIit II+TIlIIIiIIII'III 2 3 4 5 6 7 8 NOTE: if the microfilmed document is less clear than this uotitte, it is due to the quality of the original docuwent. 1111111 11111111111111I1111111111111111111111111111 9 10 11 wxmowm 12 4, 1 RE-comti cm/ OFTUKW1tA JUL. 31si PEltMtTCENti'ER Revisions' • Wee Tate A division Of'The United. States Shoe CotOotation Cincinnati.; Ohio Southcenter: • NBan : .,�.. Tukwila, Washington Interipr Graphics 8 Door identification Sgncge t ., F + r t � Q r ;4 � N36 r1 • x�• • ���! :.»° a��RN v > kt ly }M9SN�w:wre.AN»ecsirm§YoeMJ!N . „ „ . » _ f I . Finish Schedule Key. �.. r.._.... 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CW N c %F L,afiJ PL.Ot 2 Lra Crafitterre A Division Ot The United Stales Shoe Corporation Cincinnati. Ohio Southcenter Ma!! Tukwila, Washington •e .1 Ysu. :K ►+..{: +'i/. ' Finish Schedules THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION E.:74:-....; A Ud• a.. K!'.. Conf„-t.dtiri; l; :: hal';:: 114 Nord: Ta4i - iI E,' rhoc•nix, A ■2CIr1$ 8!.:0 :8 632. ;C.. 53.1 C.- Architecture Planning interior Architecture TERED !• DAVID A. UDKOW STATE OF WASHINGTON Description 2431 S. Acadian Thruway Acadian Centre Suite 230 (504)922.4070 Baton Rouge. LA USA 70808 Architect's Protect No This drawing is the property of THE ARCHITEC- TURE_ GROUP and is not to be reproduced or copied in whole or in part. II is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. 0 Preliminary 17 Advanced Copy as App'd for CorntrucIion • '21 _f1 A 1a Dale Drawn ay • _CMG Che:ked By efaSellasSUMMISCerar 9020 Sheet Of .. . . . . . _., _. , . ____ _ ___________ ____ ....___ __........_ _______ 1 DoorScheduIe ... ... _ i ! . i _ . . ... .�rom� , , ... . . o ©� : , .._._.. Hardware Remarks Cioeer Threshold YE S Materiel ` A4tIN11�tU�n R 11 /t1"d milk - Sections . Door Sizo . Doo r De m' r , c r tion Label - i�A 0 tz ; 2r�A •1v.1 M -41 mstsript4on r G'��t1t � r i P � + - I ( � ' L1., Width . Height Height I.� M �, g �,.�, e -a' Tile g WWII Construction , 4, , . I'1-p" � Finish Cloth; IT W/ l 15 ; l .S fOliA* A1.- AlP"ry r w400;' Y ' 6 � IAt , 1 0 0 .. R�. Z�� � A 4 4 f P.�� Mop. r e �A 2 1 I 134P- ' 2 0 d � 0 /' 4 ,'> n1t 1 w. 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FRAME DOORS W/ 114" TEMP. GLASS N f le T r l. Y 1 B METAL STUD WALL W/ PAINTED GYP. BD. earth SIDES 3.4 BLOCKING 8 CAULK B01TH SIDES 5 SOLID CORE WOOD DOOR ( FLUSH ) W/ VISION PANEL METAL FRAME DOOR JAMB PAINT IL) MATCH RrJUM COLOR DOOR RE: DOOR SCHEDULE METAL FURRING CHANNEL W/ GYP. BD. _ /..41 / C F 7 /EXIST. C.M.U. WALL NEW C.M.U. FILL WI CONC. CAULKING W/ BACKER ROD ALUM. FRAME DOOR W/ I /4" TEMP. GLASS 1/4" CLEAR TEMPERED CLASS WITH I /4' ROUND GLASS STOPS (CLEAR RED OAK.) V-I 2X6 0 FAR RED OAK STLES AND HEAD SECTION. 2X10 (LEAR RED OAK BOTTOM RAIL.., FINISH V-i • PUSH BAR: BROOKUNE INDUSTRIES II 220E -LP SATIN ALUMINUM FINISH O PU .L BAR OROOKL.NE NDUSTRIES f/ 808 SATS' I,LUMNLRM FNSI 31/2" X 1"-CP MATH - ING PLATE DOOR RE: SCHEDULE - '4 - - ---- Dt:+OR 2 4" ALUM. THRESHOLD W,' WEATHER STRIPPING . Fe :. FLOOR D 2x4 WOOD BLOCKING METAL STUD WALL W/ PAINTED GYP. BD. BOTH SIDES CAULK BOTH SIDES ALUM. FRAMING SYSTEM ALUM. FRAME DOOR W/ 1 /4" TEMP. GLASS HOLLOW CORE METAL DOOR ( FLUSH ) U.S.G. 400 CONT. 130TH SIDES 3 -- - ALUM. FRAME DOOR W/ 1/4" TEMP. GLASS 4" ALUM. THRESHOLD FIN. FLOOR 7 -t- I G ALUM. FRAMING SYSTEM W/ SAFETY GLAZING. RE: SPECS GLASS SIZE 8 LOCATIONS ALUM. FRAME DOOR W/ I/4 TEMP. GLASS ---ALUM. FRAME DOOR W/1/4" TEMP. GLASS COILING GRILLE RE: SPEC. FIN, FLOOR 8 1 0 - .Y' !. fi,S:: ?b.}"4'..KVk,.r . h >i:` v"..•$n n ",Av:�+ ti d':'�'�^u.`+1. • +�.t"v. ., ,x.,.w_.a.. ...., \., ..(.� ,...:i ss t'w.r. -e,.n i'n i, �wA'.nt��arf'rN'IrW'Q{ Vin+" 111111111111111111111111111111111111111111111111111111111111111 H1111111111111 1111111 5 6 7 8 NOTED If the microfilmed document is less clear than this notice, it is due to the quality of the original document. oc 6z se LZ 0 S CZ BC t OZ 61. 9l Ll S: SI hI CL ZI ll O1, 6 8 I!I!ll;i{ 1111!! Ills ! III IIIiII!IIliillllililliI! !IllltilllllIii illilllllillilil!!! 1! IlIllliilllltillllilllii !I1111111IIi! illi tll �! tIIIIIIIIIiiIIIiiIIlllllllil !lIIII!III!!II!II!tI! Il!I IIIlliillllllllllt!I1I I :I�Ii IIIr111't11111 111111111; IIIIIIIIIIIIIIIIIIIIIIIIII11 9 10 11 12 YJ Y� ,u. i�d.r:r wrl C..•a; -�rii riTV U PERMIT CENTER Seal Revisions: .�AE DLta Mark Date Sy • r I -MA, Description CraffiReva A Division Of The United States Shoe Corporation Cincinnati, Ohio Southcenter Mall Tukwila, Washington Title Door Schedule aT=125"...10.1.7:74171S' THE ARCH ITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION W (hoEsriix. Ar;zonr: C502C Architecture Planning Interior Architecture 2431 S. Acadian Tluu'wvoy Acadian Centre Suite 230 (504) 922 -4070 Baton Rouge, LA USA 70808 Architect's Project No. 9020 This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. U is only to be used for the project and site specifically identified herein and is not to be used on any othe' It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- iency or omission he may discover. Sheet • 1 - .0 DIVISION 5 - METALS ESSZiP.li HA - BETAI, ralliB.T.C.Il7.JCSJES PART 1 GENERAL 1.03 1.01 RELATED DOCUMENTS A. Drawings and Division 1 - General I.equlrements apply to work of this section. 1.02 DESCRIPTION OF WORK A. Definition: Metal fabrications include items made from iron, steal or aluminum shapes, plates, bars, strips, tubes, pipes, and castings which are not part of structural steel or other metal systems specified elsewhere. B. Types of work in this section include metal fabrications for; 1. Support for overhead coiling grill. 2. Lintels and Supports QUALITY ASSURANCE A. Field Meesuromente: Comply with dimensions and details shown on drawings except take field measurements prior to preparation of shop drawings and fabrication to confirm field conditions. D. Shop Assembly: Preassemble items in chop to greatest esxtent possible to minimize field splicing and eseembly. Disassemble units only`asr necessary for shipping and handling limitations. Clearly :nark unite for reassemble and coordinated installation. 1.04 sUDHITTRIS A. B . Comply with perti:iont provisions of Section 1C. Product data :, Within 14 calendar days after the Contractor has received the Owner's Notice to Procoed, submit: 1. Materials list of items proposed to be provided for Metal Stair Fabrications plus Railings. 5A-1 1.03 QUALITY ASSURANCE A. Comply with standard and industry specifications such as Architectural Woodwork Institute (AWI). 1. Southern Pine: Standard Grading Pelee for Southern Pine by Southern Pins Inspection Bureau. 2. Douglas Fir and White Pine: WWPA Grading Rules for Western Lumber. 1.04 PROTECTION 1.05 COORDINATION A. Coordinate work with other trades (Electrical, Mechanical, Plumbing, etc.) and do all cutting and patching required to accommodate their work. Protect adjacent work. PART 2 2.01 A. PRODUCTS :tATFRI I.LS The latest editions and supplements of B. Grading Rules: grading rules for materials furnished under this Section are as follows: A. Delivery and storage: Keep materials dry during delivery and storage. Protect against exposure to weather end dampness. 1. Stack lumber off ground and provide air circulation. Blockors and nailers: Construction grade or better, Douglas Fir or Southern Yellow Pine or approved equal, with allowable unit stress of extreme fiber in bending for singly member uses of at least 1,000 psi, and with modulus of elasticity "E" of at least 1,000,000 for all framing lumber, blocking and nailers except roof nailers and blocking which shall be No. 2 grade or better Douglas Fir or Southern Yellow Pine. 1. Factory mark each piece of lumber with type, grade, mill and grading agency. 2. Nominal sizes aro indicated on drawings, except as shown by detail dimensions. 6A -2 3. Provide dressed lumber. S4S. 4. Provide kiln -dried lumber with 15% maximum moisture content. 5. All lumber for blocking shall be fire- retardant 'treated. Provide materials which comply with AWPA Standards for pressure impregnation with fire - retardant chemicals, and which have a flame spread rating of not more than 25 when tested in accordance with ASTM E84 and show no increase in flame spread and significant progreasivo combustion upon continuation of test for 30 minutes. a. Use fire- retardant treatment which will not bleed through or adversely affect anchors or other matorialc in contact and which does not require brush treatment of field -made end cute to maintain fire - hazard classification. b. Provide UL label on each piece of fire - retardant lumber. B. Plywood 1. All plywood and particle board used shall be fire retardant_ treated and comply with AWPA standards. 2. Storefront only (when required): A -C ext APA, thickness as sho;.n on drawings. Custom Grade; CS face "A" mall aide. 3. other lu.-ations except finish work (when required): B -C ext APA, thickness ns shown on drawings. Economy Grade; C5 face `U" exposed side. C. Wood trim for shin and/or clear finish: Premium Gracie, Flat sawn, clear red oak_. 1. Provide actual sizes and profiles shown on drawings. 2. Provide dressed material, S45. 3. Provide kiln - dried material xith 15% maximum moisture content. 6A -3 templates provided by hardware supplier. Comity with applicable roquiramento of ANSI A 115 "Spacificetiono for door and Frame Prepar.'ltion ". A11 frames shall be prepared at the factory. F. Reinforce hollow metal units- to receive surface- applied hardware. Drilling and tapping for surface - applied finish hardware may be done at project site. Sinop painting: G. 1. Clean, treat and prime paint exposed surfaces of fabricated hollow metal units, including galvanized surfaces. 2. Clean stool surfaces mill scale, ruet, oil, grease, dirt and other foreign materials before the application: of chop coa *, of p Int. 3. Apply shop coat of-prime paint of even contcistency to provide a uniformly finished surface ready to receive field - applied paint. H. Each frame shall be tagged as to its listed on the Architect's door schedule. 2.03 METAi. DOORS A. Provide metal doors of types and styles or schedules and complying with SD1 -100 and construction requirements. 2.04 METAL. DOOR FRAMES A. Provide hollow metal frames of sizes and profiles shown on the drawings and /or as specified herein. Conceal all fastenings unless otherwise shown. Interior Drywall locations (steel drywall frames): n. Fabricate frames with mitered ecrners knocked -down, for field Asaombly. D. E. F. 1. All frames shall be 18 gauge. 2. Reinforce frames for required finish hardware. 8A -4 3. Maintain accurate relation of planes and angles, mitt¢ hairline !it of contacting members. C. Exterior locations (stool frames): • Fabricate frames with mitered corners knocked -down, for field assembly. 1. All framea shall be 16 gauge. corresponding number indicated on drawings for minimum materials 2. Reinforce frames for required finish hardware. 3. Maintain accurate relation of planes and hairline fit of contacting members. Pltister Guards (where required): END OF SECTION 8A -5 angles, with Jamb Archers: 1. Furnish jamb anchors as required to secure frames to adjacent construction, formed of not less than 18 gauge galvanized steel sheet. Door Silencers: Provide rubber door silencers, three (3) per door. 1. Provide 26 gauge plaster gueeds pr dust cover boxes, welded to frame, at back of finish hardware cutouts where mortar or other materials might obstruct hardware installation. DXVISIOIJ 8 - DOOP.S AND WISDOMS PAR: 1 1.01 1.02 1.03 A. A. B. A. GENERAL REiAFED DOCUMENTS . Drawings and Division 1 - General Requirements apply to work of this section. DESCRIPTION OF WORK Extent of work and location of each type of wood door ie shown on drawings and in the schedules. 'type of doors required include the following: 1. Solid cora flush doors, with veneer feces. QUAi.ITY itSSUR7.NCE Quality Standards: Provide wood flush doors complying with tae following standards: ANSI /NWY,A I.S.1: "Industry Standard for wood Flush Doors ", published by National Woodwork Manufacturers Association (NWMA). 2. AWI Quality Standards: Section 1300 "Architectural Flush Doors" of "Architectural Woodwork Quality Standards" published by Architectural Woodwork Institute (AWI). Designations for grade and door construction under types of doorn refers to this standard. 3. Fero -rated Wood Doors: Where fire resistance classifications aro shown on schedules for wood door aasemblies, provide doors which conply with requirements for NFPA No. 80 "Standard for Fire Doors and Windows ", and which have been tested and rated with single print hardware by UL (provide UL label on each door edge). 1 D. Acceptable Manufacturers 1. Cal -Wood Door 2. Fenestra 3. ClenHar 4, Weyerhaeuser 8D -1 c. Cozy construction for solid'core doors shall be eteve4 or "paetielsboard wood core bende� with watereresietant: 04h:wive tr heat and 'pressure. All doors shall have 3/4 -inch minimum hardwood side edges and 1 -1 /e -inch a inimem top attid bottom hardwood rails heeded to the Gore Mitt: water- r:Mistie* adhesive. D. Wood veneer faces at').nter'ior chars sh%li,,coneist of 1,11- iidah, 3 - ply, fees ps.-tels of well 0easoned selsgt preriue grade natural Birch only bonded to the core :iith'interior Type II adhesive on both sides of door. S. Grads: Premium. F. Finish: 'Stein per section 9G= Painting. G. Cut: Plain sliced. 2.02 YAIWCATIOM or VISION LITE. A. Openings: Cut and trim openings through doors and panels as shown. Comply with applicable raquiremsnte: of referenced standard for kinds (s) of doors required. 1. Light Openings: Factory cut opening.- Trim openings for non -fire -rated doors with solid Wood moldings of manufacturer's standard rectangular profile. END OF SECTION 9 B-3 2.03 OPERATION A. Manual, push -up (Model G-12): moo•Door_8chedule. 1. Design counterbalance Mechanism so that required lift or pull.: for door operation does not exceed 25 lbs. Adjust operating mechanism so grille can be easily stopped. at any point in itc travel and to remain in position until movement is reactivated. Furnish pull down pole Witt: hook. B. Electric Motor (Model G - 42):' See Door Schedule. (Note: Required on Coiling Doors 16' - 0" wade and wider.) 1. Motor oporator is to include high starting torque motor, reduction gearing, solenoid brake, limit switches for upper and lower limits of door travel„ magnetic relay contractor, overload 'protection, pxewiring to terminal block, .3 button,opereting station. Motor is to be removable fora repair without effecting emergency operation. Manufacturer is to furnish wiring diagram. Field wiring included in Division 16. • Safety edges are to be furnished for motor operated grilles. Upon contact with obstruction grille as to stop and return to open position. 3. Furnish and install 'key operated control station where shown on drawings. Wiring per Division 16 - Electrical. 4. }':knish and install pull handle mounted in recessed box to manually open motor operated grinna $or emergency exit. This device does not require electrical power to open grille. See drawings for location. 5. Provide JW (wall mounted) opeXator as space requires. Size motor determined by maximum square footage of grille as scheduled by the manufacture. 6. Provide a safety edge - bottom bar with an electric edge consisting of a one -piece vinyl coated nylon cover wrapped around live foam rubber and two elumagless conductors. END OF SECTION SC-^3 DIVISION 4 - NASONRY iliaLlad-Are-tt gel :.i` lfNllStt4itY- PART 1 1.01 A. General, and Supplementary Conditions, ts :motion. and Division 1 - General Requirements, apply to the Work o 1,02 DESCRIPTION OF WORn A. specified herein, and and as masonry for • n Drawings, and proper Installation. Related work specified elsewhere: 1. Mortar and masonry accessories. 1.03 QUALIre ASSURANCES A. Use idequata numbers of skilled workmen who are thoroughly treined and ex erienced in the necee3ery orefte and who are completely familiar v :th the specified requirements and the methods needed for proper performance ai the work of this Section. 1.04 A PRODUCT HANDLING A. Store masonry units above ground on level platforms which alloy air oiecuie,tion under the stacked units. B. Cover and protect against wetting prior to use. C. Broken and/or chipped units shall not be used: this requirement will be strictly enforced by the Architect. ART 2 e PRODUCTS 2.01 CONCRETE MASONRY UNITS (CHU) A. Provide lightweight hollow load- bearing concrete masonry units complying with ASTM C90 -75, grade N, typo 1, in color "natural gray" as en Drawings, or as noted otherwise. 0 B C GENERAL RELATED DOCUMENTS 1. Cimensions: a. Provide units of the dimensions shown on the Drawings. b. Where dimensions are not shown on the Drawings, provide units having nominal face dimena',one of 16" long, by 8" high by the depth shown or otherwise required. !. Provide accessory shapes as indicated or at:rorwiso required. Special units shall be provided and placed as shown on the Drawings, including bond beam units, lintel units, plain end unite, ate. Fabricator's specifications and other data needed to prows compliance with the specified requirements; 3. Shop Drawings in surficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades/ 4. Manufacturer's recommended inr;tellation procedures which, when s.ppxoved by the Architect, will become the basis for accepting or rejecting ectuel installation procsdu'ros used oh'the,work. 2. PART 2 PRODUCTS 2.01 MATEHXMS A. Metal 1. Cenral: In fabricating items which will be exposed tb view limit materials tea thorns which will be free Irom surface blemishes, pitting, rolled trade names, and roughness. 2. Comply with the following standards, as pertinent: 1. a. Steel plates, shapes, and bare: ASTM A 36. b. Steel plates to be bent or cold- formed: ASTM A 2:3, grade C. c. Steel tubing (hot- formed, welded, or seamless): ASTM A501. d. Steel bars end bar -size shales: ASTH A306, wade 65, or ASTH A36. e. Cold - finished steel bars: ASTH AlOS. f. Steel pipe: ASTM A53, grade_ A, schedule 4C, hlack finish unless otherwise noted. Concrete incertsi 9• 2. Provide required bolts, shims, and washers, hot -dip galvanized in accordance with ASTM A153. 3. Provide support, steal for overhead coiling grille as follows: a. 4" square steel structural tubes unless noted otherwise. Fasteners General: For exterior use and where built into exterior valis, provide zinc - coated fasteners. Provide fasteners Of type, grade, and class required for the particular use. 2. Comply with relioSing standards as pertinent: a. Bolts and nuts: provide hexagon - head regular type coaplying with ASTM A307, grade A. b. tag belts: Provide square -head type coaplying with Fed. Spec. FF- B-561. r. Machine screws: Provide cadmium plated steel type complying with Fed. Spec. FF -S -111. d. Washers: Plain washers: Comply with Fed. Spec. FF- 2 round, carbon steel. Lock. washers. Comply with Fed. Spec. FF -W -84, helical epring type carbon Steel. 4. Toggle bolts: Provide type, class, and style needed but complying with Fed. Spec - e rr- B -58S. t. Anchorage devices: provide expansion shield complying with Fred. Spec. FF -8 -325. Grout: 1. Non Shrink Non Metallic Grout: Pro mixed, factory- packaged, non- etaining, non- corrosive, • 4C -3. END OF SECTION 4C -2 5A -2 SA -3 1. Threaded or wedge type galvanized fcr:ous castings of malleable iron complying with A;TM A27. DIVISION t - WOOD AND PLASTICS SECTION dX - ROUGE klL) FINISH CARPENTRY PART 1 GENERAL 1.01 RELATED DOCUHUNT8 A. Drawings and Division 1 - General Requirements apply to work of this section. 1.02 DESCRIPTION OF WORK A. The extent of the work is shown on drawings and specified herein end includes: 2. Rough Carpentry Work, including blocking and nailers. 2. Measurements: Verify all dimensions shown on the drawings by taking field measurements; proper fit and attachment of all parts is reeuircd. Before commencing work, check all lines and levels indicated end such other work as has been completed. Should there be any discrepancies, immediately report in writing to the Architect. In the event of failure to do so, be responsible for correction of any errors. 3. Provide each piece of lumber or plywood used for structural framing. 4. Wood Backing: Provide all wood backing, furring, stripping or blocking indicated or required for installation and attachment of work of all other trades. Cut and frame all openings required by other trades. Structural members shall not be cut, notched, or drilled except as shown or noted on the drawings. Provide pressure treated blocking where shown or noted on the drawings. All wood backing shall be fire retardant treated. 5. Wood Blocking: Provide wood blocking at all required locations. Specifically provide blocking at display millwork units as shown on drawings, chair rails where required and at wall mounted lavatories, water closets, coatrack, water fountain, other miscellaneous millwork items, and other miscellaneous wall - hung items. 6A - 1 D. Stood Trim for Painted Finish; Premium grade poplar or birch. E. Prefinished Hardboard Panels: Panel:: to be prefinishod with a baked on melemil:o topcoat and be of hardboard composition. All mat.'ri..'.e eo bo humidity stabilized to normal levels at the factory Pro iio all moldings in name color as panels, es required for complete installation. F. Fasteners and Anchorages: Provide size, type, materiel and finish nr. indicated and as recoe ended by applicable standards, complying with epplicablo Federal Seecificaticna for natlr., ateplos, :crews, bolts, nuts, washers and' anchoring devices. EOD OF SCI:riON 61 -4 eammemmemme DIVISION 7 - TI :ItiRHAL AND MOISTURE PROTECTION EICTI Pti3 __e.._:iy+.J.te+.'fiS_1fNP CLrt!LLI.H4 - - - -- - - _.__ PART 1 r.ENEI;AL, 1.01 work of this Section. i.02 DL!;( NI ['MINI OF WORK A. Throughout the Work, real and caulk joints where shown on the Drawings and elsewhere as required to provide a positive harrier against passage of moisture and peseage of air. D. Caulk all joints indicated following combined recomm endations of the f h.ri.sh system manufacturer, and nenlant vanufacterer allowing for proper cure of finish system. C1:ro nealaetr; following ieelant manufacturers' directions to obtain high early bond strength, internal cohesive strength and surface durability. 1.03 QUALITY A SSUitA1.LE A. Products: Prc.vide sealants and caulking as manufactured by ono or the following: 1.04 RI ::JTED UOCUMENTS A. tr•awinga, and Divir..on 1 - General Requirements, apply to A. 1. Dot. Corning ,2, DA 3. General Electric 4. Pr Treatments, Xnc. 5. Soneeborn SUM lTTALS Ho product data traction. :'or samples shall be required 71 -1 for this PART 2 PRODUCTS 2.01 SFAId.NTS A. Except es otherwise approved by the Architect, use only the types of sealants described in this Article. s. General Building 8,el$nt: Provide s one -part, pzis�erless silicone building meet.. t !or ell interior end exter or'ereos requiring caulking. Bselnts shall Asset the test requirements of Federal spocificettons TT- 8- 001543H (COM-NBS) Class A And TT- S- 0023 *:C (C014-N08) Close A. Also, ASTM 0930 Type s, Grade 1 Class 40, use T N1', N, 0, A, O. Sealsnte 0h0ll have a service temperature rungs 'of -35 degrees r to 160 degrees F ( -37C to 710), perialitting application during any season, and the capability of 4. 23i movement. 1. Acceptable products: a. b Dow Corning 795. PTI 738 Acrylic Fealant. c. Glass Framing and Butt Joints (only where indicated on plane): Provide a one -part, with or without primer, :silicone sealant at all exterior and interior areas. Sealants shall Beet Federal Specifications TT- S- 001543A (COM -NBS) Cease A for building sealants and TT- 8- 0023(C (COM -NBS) Class A for one - component sealants. Sealants shall have a service temperature range of - 35 degrees F to 140 degrees F ( -37C to 60C) permitting application during my season, and the capability oe 4. 251 movement. 1. Acceptable products: a. Dow Corning 999. b. GE SCS 1000. 0. PTI 404. D. hot Area Building Sealant: Provide a one - part, primerless aitdaw resistant silicone sealant in nonporous applications where high humidity end temperature extremes exist. Sealants shall meet FDA Regulation 21 GFR 177.2600. 1. Acceptable products: a. Dow Corning 786. E. Colors: 1. Colors for each sealant installation shall be as follows: a. Concrete surfaces: Grey 7A -2 A. 0. n. c. D. 1. b. Steal surfaces: c. Aluminum surfaces: d. Laminate surfaces: e. Butt -joint glass: f. Unit Masonry: 9 h. Ceramic Tile: 1. Brink Masonry: All other materials: 2.V2 MILKERS A. Use only those primers which are non - staining, have been tasted for durability on the surfaces to be sealed, and are specifically recommended for this installation by the manufacturer of the sealant used. 2 03 BACKUP MATERIALS A. Use only those backup materiala which aro specifically recommended for this installation by the manufacturer of the sealant used, which are non-absorbent, and which aro non - staining. B. Acceptable typec include 1. Closed -cell resilient urethane fop:: 2. Closed -cell polyethylene foam: 3. Closed -cell sponge of vinyl or rubber: 71 - 3 2.04 BeND-PREVENTION MATERIALS A. Use only one of the following as best suited for the application, and as recommended by the manufacturer of the sealant used: 1. Polyethylene tape, pressure- sensitive adhesive, with tho adhesive required only to hold tape to the construction materials as indicated; not for use on exposed millwork items. 2. Aluminum foil complying with MIL- A-148E1 3. We paper complying with Fed. Spec. UU -P -270. 2.05 HASKI:`tG A. For masking around joints, provide masking tape complying with Fed. Spec. UU- T -106C. 1.03 QUALITY ASSURANCE Supports and Anchors: END OF SECTION 71 -4 DIVISION 8 - »eons AND WINDOWS 8A -1 PART 2 VRODUCFS 2.01 Hr i•PIALS A. Hot- Rolled Steel Sheeto and Strips: Fabricate of not less steel. Pr:Vida type,, required to fasten construction. SA - 2 Match color of painted tieel. Hatch color of aluminum finish. Hatch color of laminate finish. Clear (where ♦aslant required) Grey Selected by Architect prior to installation. Selected by Architect prior to installation. Selected by Architect prior to installation. PART 1 GY^NERAL 1.01 RE :iATED DOCUMENTS A. Drawings and Division 1 - General Requirements apply to work of this voction. 1.02 DESCRIPTION OF WORK A. Extent of work is shown on drawings and specified herein. K. Door hardware is specified in Section 8E, Finish Hardware. Products: Provide hollow metal doors and frames as manufactured by one of the following: 1. Ceco Corporation 2. Curriere Manufacturing Company 3. Dittco Products Division 4. Republic Builders Products Corp. 5. Steelcraft Manufacturing Company Al, doors and frames shall be furnished manufacturer. or polyvinyl - chloride by the sane C. Provide frames complying with the Steel Door institute. D. Fire -rated assemblies: Where fire- resistance classification is shown or scheduled for steel doors and frames, provide fire -rated doors investigated and tested as a fire door nssembly, complete with typo of hardware to be used. Ilentify each fire door and frame with recognized testing Laboratory labels, indicating applicable fire rating. Construct and install assemblies to conply with HFPA Standard No. 80, and as herein specified. 1.04 SUDNI'I"I'AIS A. No product late nor shop drawings shall ba required for We section. 3.05 I'KODUCT HANDI.1 NG A. Protect frames from damat4c during transportation and `at the job site. Store at the site under cover on wood blocking in vertical roeition with blocking oetween u to allow air circulation. D. Provide pack;.ging such as cardboard or other containers, separators, banding, tpreadere and paper wrapt^ings to protect hollow metal work. C. After installation, protect hollow metal work from damage during sub.equent construction activities. 1. Commercial quality carbon steel, pickled and oiled. complying with ASTM AS69 and ASTH 156a. Cold- Rolled Steel Sheets: 1. Commercial quality carbon steel, complying with A 'r't•t 1366 and A5'1't! A568. Galvanized Steel Sheets: 1. Zinc - coated carbon steel sheets of commercial quality, complying with ASTM 1526, with ASTM A525, 060 zinc coating, mill phosphatized. than 18 gauge galvanised sheet nueber and size ,of anchors as frames to new or existing 1.04 Znierts, Bolts anal reatlnrs: 1. tlerufeuturer's stendard snits, s eeet hot -dip gi 1vn.Mi!h items' to i;enetrate exterior walla end,. QPaply n9 ASTM A133, Claps' C or D as applicable. Provide tyie ' reVeber and six. as required to feet:m erattres Do new or existing oonetruetion. F. Shop- Applied Paint: er point: bash: for 1. For stool surfaces, use mast - inhibitive ertai el either air - drying Or baking,,, suitable es a specified finish peihts. 2. Paint galvanised surfaces with zinc durteZing oxide primer. 3. See 90- Painting, for finish painting of dooms end frames. 2.02 FABRICATION, GENERAL A. Fabricate steel, door and trams units to be rigid, neat in appsarence and Ives free dsfeote, warp or buckle. Whsrevoe practicably, fit and asiembie: units' in,iaanufactuter's plant. Clearly identify work thalt. Ca moot be permanently factory- assembled before shipment, to sasure proper assembly at project site. B. Febriceta exposed faces :Admire an4 panels, including stiles and rails of nonflush units, from only cold- rolled steel. C. Fabricate franca, concealed stiffeners, reinforcement, edge channels, loevers and moldings fro*. either cold - rolled or hot - rolled steel (at Cabricetor's, option). 1. Fabricate exteriorA doers, panels and frames from galvanized sheet steel. • D. Expotnd fastenerst - Unless otherwise indicated, provide countersunk flat Phillips betide .fot exposed screws and bolts. E. Prepare hollow metal units to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping in accordance with final Finish Hardware Schedule and SOBMITTAL9 8A - A. No product data nor shop drawings shall be required for this section. 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING A. Protect wood doors during transit, storage and handling'to prevent damage, soiling and deterioration. Comply with requirements of referenced ANSI standard and retamraendations of NWiUA pamphlet "How to Store, handle, Finish, Install and Maintain Wood Doors," as Well as with manufacturer's instructions. B. Replacements: In the event of damage:' immediately rake all repairs and /or replacements necessary to the approval, of the Architect, and at no additional cost to the owner. 1.06 SPECIFIED PRODUCT WARRANTY A. Door Manufacturer's Warranty: Submit written agreement on door manufacturer's standard form signed by Manufacturer, Installer and Contractor, agreeing to repair or replace defective doors which have warped, bow, cep o- twist, or which show telegraphing or core construction in face veneers, or do not conform to tolerance limitations of NWI4A and AWI. 8. Warranty shall be in effect for one year after date of substantial completion. C. Contractor shall be responsible for replacement or refinishing of doors where Contractor's work contributed to rejection or to voiding of manufacturer's warranty. PART 2 PRODUcTe 2.01 GENERAL! A. Provide !lush wood doors of the types, designs, and thicknesses shown on the ,Door Schedule in the Drawings, labeled or non - labeled es indicated and zoquired, as eteawn on the Door Schedule. 8. All wood doors shall be solid core wood doors of sizes and thicknesses indicated on the schedule in the Drawing., which poet or excsed NWMA Industry I:.S 1 Serios. 88 -2 DIVISION 8 - D00R AND WINDOWS f i'.S.�:QIi_.hi... r B_ PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and Division General Requirements apply to work of this section. 1.02 DESCRIPTION of WORE A. Extent of overhead coiling grilles is shown on drawings and in the Door Schedule. B. Provide complete operating grille assemblies includinc curtains, guides, counterbalance mechanisms, hardware, operators and inatailetion accessories, as indicated. C. Structural Supports are specified in Division 5. 1.03 A. Products Provide overhead coiling grille se manufactured by "Atlas Door Corp. ", Edison, N.J. 08818, or approved equal. 1.04 SUBhITTALS A. Shop Drawings: Submit shop drawings for spacial components and installations which aro not fully dimensioned or detailed in manufacturers product data. PART 2 PRODUCTS 2.01 GENERAL A. Curtain construction to be Atlas(Straight Pattern) with all exposed material to be (aluminum). Continuous horizontal rods spaced 2'' o.c. are to be covered with tubular spacers. End links are to be furnished of design to prevent curtain leaving side guides. Bottom of curtain is to be provided with extruded aluminum tube reinforced for wider openings. Bottom member to house locking device. B. Spring counterbalance is to be housed in a steel pipe of diameter and wall thickness to restrict maximum deflection to QUALITY ASSURANCE 8C -1 .03" per foot of door width. Springs to be helical torsion type designed to include an overload factor of 35% and for optimum ease of operation. Springs are to be grease packed and are to be mounted on a cold rolled steel inner shaft. Spring tension is to be adjustable from outside of end bracket plate. Furnish sealed ball bearings to :minimize wear of pipe shaft rotation around inner shaft. Bracket plates carrying pipe counterbalancing shaft aro to be �. of steel plate no lase than 1/4" thickness. The drive end bracket plate In to be fitted with a sealed ball bearing. Plates are to houao ends of each grille coil. D. Guides are to be of extruded aluminum fitted with plastic insert. Extrusion is to be designed to retain special and links of curtain. C. Hoods tc house each coil are to be fabricated of (aluminum) sheet metal no lighter than 134 U.S. gauge and are to be laterelil reinforced. In order, to prevent sag, furnish intermediate brackets where door width exceeds 14' -0 ". Hoods are not to ee furnished for grilles installed above hung ceiling. F. Locking is to consist of slide bolts suitable for padlocks for manually operated grilles, hand chain locking bracket for chain hoist grilles. Gearing for motor operated grille* is to bo self locking. G. Rolling grille shall be supplied with a Hortlee cylinder, No. 1E74, and construction core as aanufactueed•by the Best Lock Corporation, cylinder finieh.'shall retch bottom bar. Refer to Section 8E - Finish Hardware for Owner supplied permanent core for the Overhead Coiling Grille. 2.02 FINISH A. Sea Door Schedule for finishes. 1. Grille 2. Sotto= Bar 3. Guides 8C -2 RECEIVED CmrOFTUKWILA JUL 31991 PERM CENTER :,. • a: Tins se* Lena Crra A Otvisian Ot The Unied 610144 111,01 Cereeretlep Oincinnele uhio ' Southcenter Mall t Tukwila, Washington Architectural Specifications 3408 THE A RC : H RE:GISTERE A - CHITE(.T e ' ID. A::'UDKOW 4 STATE OF WASHINGTON A PROFF.ZONAL ARCHITECTURAL Cca PF{7R ' ,, Architecture Planning � trterltar Archlt, c Q Pt **Mots, p , a AfvaaoUd C p App'e tula:canstrutlfeik z . : 7 t1 eas r- c �tw 1 .:. wes�SY3�iC3= �} 5Ctd5if ;CYr�YEM,;r::,.g:s:s -".rw non- 57ssseous: Sp3LCke setting hydraulic grout. Provide grout epeoifioalip reootsasnded by ranulsutnrsr for type of + PPiicetions.indioetsd on drawings. D. :h op Paint: Pin Prirer w e "10 -99 Thareo Primer" or 2. For repair of galvanizing, use a high paint complying with i91L- P- 21x35. ::::: otherwise shown on the hrewinyya or tit approved A. Shop Drawings. Was material: of rise. thicknes and typo required t. produce reasonable strength and durability in the work of this FAection. . the e required th lred t lines an - levels and grinding din 9 ex w s s ed h welds t smooth a fro and flush, forming exp connections with hairline joints, and using concealed tasteners wherever pow:ibis. C. Prior to shop painting or prising. properly clean metal surfaces as required for the applied ..'ish and for the proposed use of the item. D. On surfaces inaccessible after assembly or erection, apply two cents of the specified primer. Change color of second coat to distinguish it from the first. D . END OF SECTION v - 51 -4 r• "Ruetoieue Number sine -dust content tb 0£ 6Z ee LZ 9Z SZ be. CZ ZZ IIl11�111111�1��1 !�11111i�iillllil!�II!il! 11111111! III�II11111 !!i�llll!lllillill'III�I II III1'1'111111I1111111111' 11111111111 111 '1j1:111111(1I11 111'J111J11111111I11J 1111111111111111111111II11111111 !111111'11'I1III1 111111 lll'III I` 1III1Ii111I1i1111111111111I111j1j1 11 1i1II 0 167HSINCH 1 2 3 4 5 6 7 8 9 10 11 " um 12 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the alrig /nal document. 12 O? 61. 91 Ll 91 St hl el Zi tt 01, 6 8 L 9 S h E Z t WW 0 S i l lililli! 11111,1! llihilillli 11111! 111111111111u !!1!�i!IIIL!�9)1 1Jill1illllil� :, lli ! I!Inl�il!III!!II�II!ilnlill . ! ll�Ilil! ��I�! I! I!! nl�iil! �nlllliiil! iii�l !�ill�ill!I!li; {i!Ii!IIII!III t . : a !' . t.... ^!� .rh v ; .;�..r. . ..r r' i Std. x '42 ,. 2431 S. �AC;odtcl(�Thr•,Jy►rrly Ac.�ot4KxtOi (SO4) Q2-aum Baton Rrx, e: LA einamatanaiwaNiagbaarap ArlMeact't Prolett No .:...a._..._ 20 This, dra'mog is flee' p of THE A 'IIY TUBE GROUP and. is not to PO rD U copedinwhokowq10440:11050110ytio the p+ooect , artd site iPc04040300, fi i and i5 not to G6 u s ed At1 atii 0thot P{ l td.be returned upon teguest.. Scales as statedi Wei.* :Mt *010 .0 the'Oi draw only: Coniractor shail tai:00tiy er e- of dimensions and conditions how hs n and at once fepOrt to the ArCtEt et• t%tl Arfgt M, lency a omission Ate °lily t tscOMet: ` , ,. • ismmompmmommir ... , .. DIVISION 9 e FINISHES . ANAZ.0.1.1 , ww.novizeiric . . . . , . . , , • . • , . . . _ • : . , , . . . . • . . ' - . . . leei-Glase !finials 1st coat eget-gloss sealed 2nd cost Semi-gloes tuns,' . 9. Aluminum (Where painting called for by the Drawings) 1st coat Galvanized Primer 011201 and coat Wonder Shield ilSXX Satin ird coat Wonder Shield /Inez Satin . ie. eypaus drywall %%tee* (Notes Toiliet noon. onivt 1st coat Devoe PYA Priater ind coat Devoe Mu-elate Epoxy 3rd coat. De Vo* Tru-glaso Eaoxy END OF sEtarloN • • 9G-4 . , , . . i • . 7 , , - . • .1.0) eINISRMS ~Or to drawing* for armangestent and style of text) A. eaters and Surfece Textures: Mall enterior end/or Exterior 1. e white baokground supporta ' White or nar Face Trim edging Sides Neon "LENS" Red Bronee Bronze Red "CRAFTERS" Red Bronze Bronze Rad 2. Roe or reddish background support Face Trim Edging Sides Neon • Tr "LANS" White B Drente ze Oronz e e White W ron Bronz White "CRAFTERS" hite B. This contractor 'hall notify Architect immediately upon learning of this requirement and it ie in conflict with, or eantratlicta theae plans and specifications. C. Metal einishes: Comply with NAAMM "Metal Finishes Me nual" ations and applications recuammendations. for finish design pp D. Aluminum Finishes: Aluminum (sides and back) shall be coated with acrylic polyurethane or pre-finished aluminum with acrylio polyurethane coating. E. Raised Foam Letters finishee: Raised foam letters shall be painted with a flat paint color on both aides and all edges, as per Architectie drawings fur interior graphics. 2.04 . SUPPLIERS FOR SIGNS A. All illuminated Lens Crafters' logo cigns shall be fabricated and supplied by the following sign company: 1. Wept of the Mississippi E..T. Sign and Graphics 5791 Machine Drive Huntington Beach, CA 92549 Attention: Mr. Michael Evans (714) 891-3243 10A-4 ' ' , . . . . . . . . " - - ' - ' •• - . , • ••• ' • " Grab Kers 1. ee490xe4/B-490X3 6 , 2. Soati Dispenser 8-88 3. Towel die:gig/neer 11■262. 4. Mirror e-165/1218 • 5. Tollet Papaw Holder B-2730 • 2.02 FABRICATION A. Generals Furnish all anchoring devices as required for substrates to which aceessories will be attached. . Wherever locks aro required for toilet exc•ssories, provide aame keying throughout project. Furnish two keys for each lock. 1. Exeept Where otherwise indicated, fabricate units of ell welded construction, without mitered corners. Hang doors with eeetinUOus piano hinge. losedPrel atichorage which le concealed when units are c. vie END OP SECTX0H ■ . . . 10e-2 • . . • . , •, : .. . . . ••• . . .. . . , _ - ' .. rua . DIVISION 12 e mxtunteue 111114"424-3"--CMCILBMI.......e...e.„............e..................,-.-.......-ei,---..........--,.. . . • . _- .V1= I • • . • , . . , 0 1.1 TED DOCUMZETS- . • , A. Generel and eePPlementery Conditions, Vrawingi end 1 General Requirements aPplIf to work of thie secteon. OKSCRIPTION OF WORK , • . , • A. Extent of entrance mat work is indecated by drawings and by oie f thii prvsion o this •eoe on. . . , . 8. Type of work specefird as work of this suction includes the following: 1. Surfeit's-typo mats. 1.02 WALITY ASSURANCE . , . . . o A. ManUfbotereel 'EXcept as Otherwise indicated, preyed. d a single manufectUrer for entrance mats an eccessoriee by entire prolect. ' 1.04 SUBMITTALS A. Maintenance Data: Submit manufacturer's printed inlitteiotion for cleaning, drying, maintaining end rehandling of resoVable entrance at nite. m u PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS , A. Manufacturer: Subj.:0e to compliance with requirements, provide products c.f one of the following: 1. Balco, Inc.: Wichita, Kansas (316/945-9e28). . 2. Construction Specialties, Inc.; Muncy, Peen. (717) 546-5941. . . 3. J.L. Industrieei Bloomington, MN • (612) 835-6850. 128-1 - s , . . • • . . • e . .., RIVAtwatui.:_comunsuumia, . . Na work-in this Division.. . . . , . , . . . , 14A-1 _. . ' . ., . . • • . , • , • • . . , . . • . . . , . , . . . .- • . . , e : 1 , . -____-___ S'Aftt* 1 GENERAL 1.01 MIMED DOCUMENTS . . , A. Draeinge end Divisiot. 1 - General Requirements; apply to work of this section. • I 1.02 DESCRIFTICH OF NORM A Extent of welleovering work is indiebted on drawings and in schedules. equired include the following: B . Types of waeloovering r th . 1. Vinyl fabric wallccvaring. • 1.03 QUALITY ASSURANCE A. Manufacturer: Provide each type of wallcovering as produced . by a 'single manufacturer, including eecommended primers, adhesives, and sealants. , B. Installer: A firm experienced in walloovering work with not . lose than these years of experialee in insteiling . wallcoverings aimilar to those required for this project. . 1.04 D LIVERY AND STORAGE E . . A. General: Corply with enstructions end recommendatioas of manufacturer and as herein epeoified. 8, Deliver materials to project site in original packages or . . cinitainera clearly labeled to identify manufacturer, brand _ nate, quality of grade, and fire hazard classification. . . C. Store materials in original undamaged packages or containers. De not store goods in upright position. Maintain temperature in storage ar.a above 40 deg. F (4 deg. C). . . i 9F-1 _ .. sesemmilmemmeme . - . -- . . . • 1 . 05 ENVIRONMENTAL CONDITIONS . . • A. Maintain constant minimum temperature of 60 deg. F (16 deg. . C) at areas of installation for at least 72 hours before and ' 48 hours after application of materiale. , PART 2 PRODUCTS 2.01 MATERIALS A. Vinyl Walleovoring material's are echedulei on the drawings. , B. Masonito Marlite Brand Decorator eanels, HI-Glow . 1. 4' x 8' x 1/8" wall panels. ' 2. No. C-11, color Swan White. . 3. Wall moldings and acceasoriey: . • a. Inside corner - No. 451 . ' . b. Outside corner - Ho. 460 ' c. Dividers •- No. 465 ' d. Edging - Ho. 470 END OF SECTION . . . . . S . 9F-2 . . , • . . • - - - • - • • i , - . . . • , . . . . • . . . . . D IV ON 9 - _iieNeele_TILE ISI ritlishES fiLeTIQP..911. e . , • . . . . ' .. _ . 2. East of the Mississippi Broadway Sign Company 6222 W iehe Road Cincinnati, OH 45237 Attn: Hr. Bill Lahke (513) 531-7660 1• Note: Contractor shall provide all f th . p of follcwing information to the supplier when ordering the sign (s): a. Storefront Elevations showing sign locations. b. Landlord's name, address and telephone number (or mall coordinator). c. Projected date of store opening. 8. All foam letter signs manufactured by Dymex Sign Company. 1. Foam letter signs to be mounted on millwork soffit will . be sent to Millwork for pre on to the illwork Fabricator finstallati millwork. 2. All remaining foam letter signs to be inntalled by millwork installers. END OF SECTION • . . 10A-5 e . . . . • - . . , 5 . . . . . • DIVISION 10 :SPECIALTIES MILO 10 - eiilitEWIWIE. - • . . • • 4. Pawling Rubber Corp., Pawling, dY 1-800/431-3456. 2.02 PRODUCTS Brice . A. • . I. Surface floormat, Type FMC-S (carpet), size as shown on . drawings. . 2. Aluminum Finish: Bronze Duranodic. 3. Carpet: Tread rails shall hsva 1001 nylon fiber face. Cereet with 1/4" finish pile height, 28 oz/eq.yd. • 4. eolor of carpet: To be uelected by Architect from manufacturers standard colors. . 5. Perimeter Frame: Vinyl PVC locked into aluminum tread ' rails. Tapered with l5/8" width. Color to match carpet. . B. Cenetruction Specialties, Inc. • . . 1. Ped,mat Model PM 400 SM (sUrfaco mounted carpet), size as chown on drawings. ' 2. Aluninum Finish: Standard medium bronze. . . 1, carpet: Dupont Antron III nylon colorfaet carpet treedn. 4. Color of carpet: To be selected by Architect from mannfacturere standard colors. 3. Perimeter Frame: Extruded vinyl with tapered frame. Medium Bronze Finish. 1-5/8" width. . C. J.L. industries, inc. 1. Sureace mounted aluminum frame, Model 1L-800 5'! carpet tretd, size as shown on drawings. 2. Alininum Finish: Duranodic medium bronze. 1. Ca rpets Fusion bonded nylon fiber. 128-2 - . . - ' . . . . . • .. .. „ . , . - . _ e • . - -- - , . .. • . ' . . ' : . .- . . ___ PART 1 GENERA. 1.01 imeeneei DOCUMENTS A. Dreeings and Division 1 - General Requirements shall apply tc work of thin section. . 1.02 DESCRIPTION OF WORK A. Definition: All surfacing units mad. of ceramic materials. B. Extent of tile work ie indicated on arewings and echedules. C. Typo o: tile work is included as to lows: 1. Unglazed paver tile/floor • appication/exterior. PART a PRODUCTS 2.01 MATERIALS A. Ceramic Tile flooring as scheduled on the drawings. . B. Setting bed and grouting materiels 1. Portland Cement Mortar awl Grout: Portland Cement ASTM C-150 Type 1, Sand Aran (-144, Hydrated Lime ASTM C-20G, Type 2. 5 END OF SEC 10e 911-1 . • • - • • - - ------, . -. - . _. . _. H o work in this Section. ' 10D-1 . ., .. DIVISION 9 - FINISHES 0EeTIQN 9G.__=_MIH110 X1 • . e ' . . . ' - . . . e DIVISION 10 - SPECIALTIES atarion_aa-OPKCIALIY:Vardii; . . • . • S , . , ' , ,- . ' • DIVISION 10 - SPECIALTIES BUTIQS_120_=.211M_EXTAIMMIBEERS, CABINETS. ABB AcCE560. , . • . . . • ' , - : • . • - ' : . , .. .. , - , • . . . . . DIVISION 11 - EQUIPMENT fitigE1911-111e-e-ireefelatieLie .. ., __ . . - , . ._ . .., • . ' 4. Color of Carpet: To be verified with Architect. 5. Perimeter Frame: Flexible vinyl frame attached to rant. Color - To be verified with Architect. Tapered. D. Pawling Rubber Corp. 1. Roll Dek "Hinged entrance matting style EM-550, size as shown on drawings. - . 2. Alureinum Finish: Duranodic medium bronze. 3. Carpet: Dupont Antron XL nylon fibers. 4. Color: To be selected by Architect from manufacturers standard colors. 5. Perimeter Frame: Flexible vinyl frame (attached to mat). Tarered. END OF SECTION - • . , 12B-3 • : . . . . . . s . - . . , . ' „. ,. . . , . . . . . , " . . , . : . . . i . . , - , • . . 0 . . . . , . • . .- . . . PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and Division 1 - Genera.' Requiratet :is, end Oection 7A - Sealants and Caulking apply to work of thie coition • 1.02 DESCRIPTION OF WORK . A. Extent of Painting work is shown on drawings and aceedules, and as herein specified. ,. B. The work includes painting and finishing of interior and exterior (outside of mall) exposed items and surfaces throughout project, except as otherwise indicated. 1. Surface preparation, priming and coats of paint specified are in addition to shop-Priming and surface treatment specified under other sections of wore. 1.03 JOB CONDITIONS A. Apply water-base paints only when temperature of surface to , be painted and surrounding air temperatures are between 50 deg. F (7 deg. C) and 90 deg. F (32 deg. C), unless otherwise permitted by paint manufacturer's printed instructions. , B. Apply solvent-thinned paints only when temperature of surfaces to be pe inted and surrounding air temperatures are . between 45 deg. F (7 deg. C) and 95 deg. F (35 deg. C) , • , unlesc, otherwise permitted by paint manufacturer's printed , instructions. C. Do not apply paint in snow, rain, fog, or mite or when relative humidity exceeds 85%: or to damp or wet surfaces: • unless otherwise permitted by paint manufacturer's printed instructions. • D. Painting may be continued during inclement weather if areas and surfaces to be painted are enclosed and heated within temperature limits specified by paint manufacturer during application and drying periods. 90-1 - . . - . , , .., . . _ - „ - • PART 1 GENERAL 1.01 RELaTED DOCUMENTS A. Drawings and Division 1 - General Requirements apply to work to this section. 1.02 DESCRIPTION OF WORX h. Extent of specialty signs ic chown on the drawings. 8. Forms of specialtt signs required include the following! 1. Illuminated individual Letters. 2. Pained Foam ;otters C. illuminated exit vigns are specified in Division-16. D. Electrical service and connections for illuminated letters is specified in Division-16. 1.03 DiviSION or uoo A. This eubs ection defines and applies to the work of two separate sub-contractors as follows: 1. Illuminated letter sign fabrication: All illuminated, individual letter signs as shown on the drawings to be lacated vitals: the mall interior and exterior shall be: a. Ordered, as directed by these specifications, by the General Contractor. b. Shipped by, with all shipping and freight chateice pnid, by the sign fabricator. C. Received by the sign installer, under contr a ct b, the sign fabricator. Installer shall inspect contents for compliance with all drawings and specifications and assume responsibility for the condition of the contents. 20A-1 . - .. , , - - PART 1 , GENERAL .1.0t RELATED DOCUMENTS h. Drawings and Diviaien 1 - General Requirements apply to work of this section. 1.02 DESCRIPTION OF WORK A. Extent of fire extinguishes, cabinets and accessories as indicated on drawines rind an specified herein. 1. Provide minimum five (5) extinyuishers, refer to drawings for locations. S. Types of products required include: 1. Fite Extinguishes 2. Mounting Brackets . C. UL-Listed Produets: Provide new portable fire extinguishers which nre UL-listed and bear UL "Listing Hark" for type, rating, and classification of extinguisher indicated. PART 2 PRODU CTS 2.01 GENERAL I. Provide fire extinguishes for each extinguisher location indicated, selected from manufacturer's standard which comply with requirements of governing authoritees. 1. Multi-Purpose Dry Chemical Type: UL-rated 2-A:10:11:C, 5 lb. nominal capacity, in enameled steel container, for Class A, Class 2 and Class C fires. . 2 . Mounting Brackets: Provide eanufacturer's standard brackets designed to prevent accidental dislodgement of extineuisher, of sizes reguieed for type and capacity of extinguisher indicated, in ranufacturer's standard plated finish. 10B-1 PART 1 GENERAL .. 1.01 DESCRIPTION OF WORK A. Owner shall furnish, unload, unpeck or uncrato, and place any and all appliances an shown on tee Drawings. 1.02 COOanINATION A. Owner shall coordinate all deliveries, unloading, unpacking, and placing of appliances with the Contractor a minimum of five (5) days prior to tho work of this section. B. Contractor and Owner shall proiide full-time supervision during work of this section. Cortractor shall. notify Owner and of any damage to finished cork of other cections of the specification during these oproatione. END OF SECTION • • 11A-1 . , 1.04 EiTRA Mot A. Upon completion of the Work of this Section, deliver to the Owner an extra stock equaling 10% of each color, type, and finish of paint used in the work, tightly pooling each contniner, and clearly labeling with contents end location where used. . PART 2 PeoDecTS ' " 2.01 PAINT mArzkiALS . . --- A. The onty products used for interior painting, including . storefront, shell be those which are manufactured by the Devoe Paint coxpany. Those products ere available on a national basis and there will be no substitute. B. Undercoats and thinners 1. Provide undercoat paint produced by the Devem Feint Company. 2. use only the thinners recommended by Devoe Paint Co., and use only to the recommended limits. 1. Insofac"aspractieableT, use undercoat, fish coat, and thinner material ea part of a unified system of paint finish. 2.02 IRTRRIOR PAINT SYS1EKS A. Provide the relieving paint systems for the varioua substrates lietad beow: 1. Gypsum Oryvall Systers (Note: tab only): 1st coat De-Vo-Ko Latex Primer Sealer 155201 2nd coat le-vo-Ko Interior Latex Eggshell Enasol Paint 1524xx. 3rd coat De.Vo-Ko Interior Latex Eggshell Enamel Paint 1524XX. 2. Banding (between veil mounted cabinets Re: ).-3.0 - over gypsum board): A let coat Devoe Latex sera-gloss Enamel (Note: one coat application). 1. Metal Door Frames t Motel Doors . let coat Mathews Zinc chromate Primer, two part 74-734, 74-735, ;axed 1 to t. and coat Mathews Paint Co., semi-glace acrylic polyurethene i42-202 (white). 9G-2 ISpasseareaserssmes - - _ , .... .5. , - , , ..., ......,. .5 -... . • . . . . . . ' $ • , - . : • , . . - _ : - , . . d. Installer must examine all parts of the supporting st•ecture to which stgns are to be mounted. He shall notify the Contractor in writing of any conditions detrimental to the proper and timely completion of the work. Do not proceed with the Installation until satisfactory conditions have corrected In a annor acceptable to the • been e installer. PART 2 PRODUCTS 2.01 MATERIALS A. Cast Acrylic Sheet: Provide cant (not extruded or continuous cast) methyl methacrylate boeomer plastic sheet, 3/16" thickness, with a minimem flexural strength of 16,000 psi whep touted in accordnnce with ASTM D790, a minimum allowable continuous service temperature of 176 deg. F (80 dog. C) , and cr of tho following general typos: 1. White Trannlucent Sheet: Mere nhoet raterial is indicnted as "white", provide white translucent 'elect of density reqUired to produce uniform brightness and minimum halation effects. Acrylic No. 7326. 2. Red Translucent sheet: Where sheet material is indicated as "red", provide raid translucent sheet of density required to produce uniform brightness and minimum halation effects. Acrylic No. 2415. . B. Aluminum Sheet: Provide aluminum sheet of alloy and temper. Recommended by the aluminum producer or finisher for the type of use and finish indicated and with not Ions than the strength and durability properties specified in ASTM B 209 for 5005-M15. Minimum sheet thickness shall be 0.0625 inches for sides and back. C. Raised foam letters finishes: Raised teem letters shall be painted with a flat paint color on both sides and all edges, s l e a 1 r Arcbitect'e drawings for interior graphics. 1. Letter style shall be Helvetica. D. Fastenern: lelless otherwise indicated, used concealed fastener fabricated from metals that are non-corrosive to either the sign materiel or the mounting surface. For outdoor installations, trim edging of feces shall be. screw ed to aluminum aides in locations not visible from the ground. 10A-2 , - • , . .. E. Anchors and Insert a: Use non-ferrous metal or hot-dipped galvanized anchors and inserts for exterior installationu and elsewhere as required for corrosion reeistance. Use toothed steel or load expansion bolt devices for drilledein-place anchors. Furnish incerts as rep:trod, to be not into concrete or masonry work, see sub-article on "Inetallation". F. Trim Edging: Use 1" deep trim edging (returns) as specified below under nub-article "Finisees". 2.02 FABRICATION A. Metal Heuaing: Provide metal housing (sides and back) to comply with the requirements indicated for the mangfacturing process, materials, finish, style, size and message content. B. Fabricated lettere: Fabricate letters to the required niece and styles as indicated on drawings. Form exposed backs and aides of characters to produce surf:wee free from warp and stortion. Include internal bracing for stability and di s aLtecement of mounting acceseories as required. Interior of all letter side walls and back& shall be white. . d Ff=1::ZIon1.1( the heliarc welding 1 Aluminum Sheet: process, or rivete C. I)luminated Unite: Illuminate units with 13 MM neon tubing inside earh letter box as follows: White neon shall be "No. 6500" and Red neoe ehall be "Clear Red". The number of rows of tubing shall depend on the size of the letter, using the manuracturer'is standard lighting components Including transformers, insulators and other components. Hake ptovisions for servicing and for conceaied conneetion to the building system. Coordinate the electrical characteristics of eigns with those of the power supply provided. 1. race:lighted Units: Fabricate letters with faces formed from red and white translucent plastic sheet of thickresse indicated. Attach letters to sheet metal back et:mingle. . i D. Retinae foam letters: Hend-cut letter characters eith hot wire cutting process and add "EZE-MOUPT" tabs on back side for mounting applicetion. 20A-3 . • .- , • - - , . - • - - - -. . • • i , • . , . • • , • . . • . . . . B. Acceptable Manufacturere: 1. Jr Products: Cosmic 5E, with mark wall bracket 818. . 2. Larnen'e: MP Seeies - MP5, with B-2 Wall Bracket. END OF SECTIoN . . 10B-2 WASIIIIIIIIMISMILOSNIM • - . , DIVISION 10 - SPECIALTIES elee11 lite - -Teeleer_ACceeeQBeE$ . . . i t . . , . , . • . ' . . , • • , • • - : . I 1 1 1 . , . ' DIVISION 11 - EQUIPMENT liteMilleolilleeeladDQBAWRX_EQVIPMENT . . . . . . . . - . . , , . , • . • • .. • • • ' • -- •• • . - . .. DIVISION 12 - - FURNISHINGS atzmurp_m_:_rumulxuss_am_rumEmena . • . . . 7 - . . . , . • . . . . . . ' ' . . . ,. . . - .• • ., .. .... . • . . - . • • , • ■• . • . . - . , . . • • - . I . • .•• A . ■- . : . . • . , • . , •,, . . , . • -• . a, .. ,,. . . - , . , . .,. RECEIVED CITY OF TIMM% JUL , ,3 1991 PERMIT ctifm •• • .. . . . .. • . - . : . . .- . , , . . . . . ,'. _ . . • . ; - . • , : , . . . . ' : - • . • ' . • • • . - • • • e• • . . • • ii 11 PART 1 GENERAL • .: . 1.01 DESCRIPTION OF HORK A. Owner Z and place any S. 1.02 COOktaNiaTfOU A. Owner shall coordinate all deliveries, unloading, unpacking, and placing of lab equipment with the Contractor a minimum of five (5) days prior to the work ot this section. O. Contractor and owner shall provide full-time supervision during work of this section. Contractor shall notify Owner of any danage to finirhed work of other sectionu of the spocaficetion during thee operations. END OF SECTION - • 1113-1 ' . . . . DIVISION 12 - FURNISHINGS SECTION 12A - WINDOW TREATMENT PART 1 GENERAL 1.01 DESCRIPTION DEMME. A. Extent of furniture and furnishings is shown and scheduled on the Drawings. S . , e, S. Owner shall provide, unload, unpack or uncratei andiplaco all ferniture and furnishings as shown on the Drawings. 1.oa COORDINATION A. Owner shall coordleate all deeiveeles, unloading, unpacking, and placing of furniture and with the Contractor a minimum of five (5) days prior to the work of this seetioh. B. Contractor and Cwner shall provide fulltime supervision during work of this section. Contractor shall notify Owner specification during these operation. of any damage to finished work of other sections of the e END OF SECTION 1 . • . 12C-1 • 0011SeceLleoneeeediAle.gelielielCrieli 1 4. Doors and Chair Rail t 1st Coat Hand Rubbed Paint (Color as scheduled) ' 1 and Coat Sherwin Williams clear varnish sanding sealer. • 3rd Coat Clear satin polyurethane varnish. 1 . 5. Concrete and Cement Plaster Walls/Stucco I A. Interior (Cement Plaster) I 1st coat De-Vo-Ro Latex Primer Sealer 155201 i (Note: to be tinted with 501 strength of finish ' color with drying time of 2 hours.) 1 2nd coat Devoe Wonder Spread Latex Flat Wall Paint 0506XX. S i . 3rd coat Devoe Wonder spread Latex Fiat Wall Paint $506XX. I - B. Exterior (Stucco) : . . 1st coat Wonder Shield Exterior Acr ylic Latex Flat ;Mint II5XX. 2nd coat Wonder Shiexteror Acrylic ld E i 1 . Ferrous Metals 1st coat Devoe Zinc Cheomate Prieer 141839 d l 23XX Alky d Eg -Shel Enamel coa Ve our • 2nt 3rd coat Velour #23XX Alkyd Eq=Shel Enamel (Note: Eggshell finish) , 7. Concrete Unit Masonry (interior use) ' 1st coat De-Vo-Ko Latex Primer Sealer f55201 Note: When A smoother finish Is desired, prime wall with De-VoeKo Beock Filler 052901 in dry e aras, or KEM CATI-COAT Epoxy Filler/Sealer in areas subject to moisture or high humidity. , ' 2nd coat Devoe Wonder Sprehd Latex Flat Wall Paint e506XX. ' td coat Deem)* Wonder Spread LateX Flat Wall paint 15136XX. - $. Galvanized eatals ; Flat Fns' , 1st coat Devoe Galvenized Primer $23201 2nd coat Wonder Shield Exterioi Acrylic fl5XX. 0 G-3 . . Ho work in this Divinion. - . • • - • , , . • , • • , . . . . • ' . e . • . Illtel ..._ , .- . . t . ['ART 1 GENERAL 3.01 RELATED DOCUMENTS • Drawings and Division 1 - General Requirement° apply to work of this section. 1.02 oEtwRIvrion OF WORK • Toilet accessories are shown on the drawings and scheduled In s this section. 1.03 QUALITY ASSeRANCE . A. Innerte ano Anchorages: Furnish insortc and anchoring devices whi:h must be set or built into other work; coordinate deliver with other work to avoid delay. B. Accesnory Leiations: Coordinate accounory locatiene with other woik to avoid interference and to assure proper operation ane servicing of accessory units C. Setting Drub g figs: Provide setting drawies, templates, instructions, and directions for installation of anchorage devices in otter work. D. Manufacturer: For the purpose of doeigneting typo and quality of prebic accessory items scheduled are those as manufactured b, thbrick Waehroom EqUipment, Inc. Comparable products of the following manufacturers may be used providing items of other marofacturers meet the characteristics of the Bobrick items 11 materiels general etylos, muunting, qoality, and apiroiimate capacAy. . 1. Accessory Seec.alties Inc. 2. Bradley eerier:Alen. PART 2 PRODUCTS . 01 2. 11/iTERI ALS A. Contractor to supply end install all toilet room accoscories and mounting kits as :Olows: • C 0-1 - , . . ' . -. • . __ . . - - - , . ..... No work in this Section . •,.. .-- - - , f - '7 i eo .•_ • - e •- : ii io• ee i,...• •••e . ei. . • eei; - . eee .i, vee . . iie ,, --eo ire-. ei _ ' e - .!.•, . : ' .-.- ,. • ,-. • _ .. e: id' ; .•' 12A-1 - ..,... . _, ____ .- ..„ . , • ._ . . _ „ . ...4 . . 0, • 1 SS 5 S 1,34 / • , t a; • • • •a 4J S 1 1 1 1 1 1 1j111111 1 11111 1 1 1 1111111111111111111111111111111 1111111 1111111111 11111 111111111111111111111 0 le THS INCH 2 3 4 5 6 7 8 TOTE: If the microfilmed document is less clear than this notice, it is due to , :che quality of the original document. 111111111111111111111111111111,11111,11111111111111111 wat IN MAMMY 95 10 12 • • •- • • . • . • • , • , • . ae ee • ea" • TM. • . • • . :*; Ravi Is woo: . • • mwk • 4)444 e x * cf te , t4Ri o4I .9.11.•■•••••••••••••••1111AM11.0.4.4.11••••• 5 o i r • c‘i't , \ i . . • " ‘,..0•4‘ a400,, ( „,„„,,, A Upt<OW STATE OF WASH Itii.GTOhl POCed.k.X.1190Via. .", . intenor Architec 4) f t . Othmintit.T ra aevootcterro* . mk 4,015 10repnetempci . Pate . 4 "*......e.meteeeitemereeeeimed. i emetameo. '-We rmememmeememe. temeetime...e. I. 11111111141111111M01111111manumanesaa • A Division Of The Untied Stele& SheirCerik*C41.14Pol , • Cincinnati, Ohio ••-••••••••••01...14.....„ • • 'Sotithcenter Molt % s Tukwila, Washingtor, . • • Architectural Specifioations UMWSOMENNWOMMUOMMr!MnNIIUMM,MMOMUNROMMak; S.34 • ' Afch itectur Planning 243i S. Awdiiin Tho$cry "A0,5 iut* . (504) 9'22-4370 satai. Ritobe; LA OA :;0800 Ilralnglemiawal. , Mee:feces Mewl . folommiomommmi",*6,4,s40.*Or0=.' This drawing is the peoperttolitliE TURE GROUP and is not !o tp!Oaiiiioduoird COgiliXi lit whole ot)n part.. It fri. ally tf•Orkitmd the ordied and site PPortgiOANY)04 polo be usertfon **other Oli,t1ptit returned tipon request; .- Scales as stated hereon 003 r!..po wqrrot.44A04:- drawing Corltraelor„etraltoro diatensiOns and B9t,dinc**0 4 onto rePO4 to the 4 'arty tarry or omission he iriey : ••• 4( - „ L PLU C O G 'FIXTURE CO N CTOON SCHEDULE FIXTURE DESCRIPTION DRAIN WATER SUPPLY 1 HOT COLD VENT WATER CLOSET DOMESTIC HOT WATER INS LAT • i 4" - - - weameooromiEvm 1/2" trr CA. 3" LAVATORY (L 43) tH• C.W.B. 1 1;4" 1/2" INSULATED CHILLED WATER RETURN 1/2" 1 1/2" MOP SINK 3" . 3/4" 3/4" 3" SINKS (SK -A . 1 1/4" 1/2" 1/2" 1 1/2" • I PLUMBING LEGEND . �. PIPE SYMBOL DESCRIPTION DOtSTIC COLD WATER DOMESTIC HOT WATER INS LAT • - - ....,,....� ... "pa.sao lmm SANITARY SEWER weameooromiEvm SANITARYVENT trr CA. CO.4PRESSE0 AIR tH• C.W.B. INSULATED CHILLED WATER SUPPLY - 1/4 • C.W.R. INSULATED CHILLED WATER RETURN - - PROVIDE 1/2` COMPRESSED DETAILED ON SHEET AIR, AS P -2 (TYPICAL FOR) & TURRET GENERATOR - L CYLINDER MACHINE Or TRONICS AUTO EDGER WECO EDGER A PAD PRESS 1 BLOCKER • ' SURFACE SAVER •1 ' POLYCARB UNITS 1 I REFER TO ARCHITECTURAL PLANS FOR DETAIL. 1 INDICATING COMPRESSEDAIR AND WATER STUt301; i LOCATIONS Aut.WE FINISHED FLOOR. O n • Scale: 1/4"=1'-0" - CONNECT TO EXISTING WATER LINE. VERIFY SIZE AND LOCATION • H.W., C.W., C.A. & VENT PIPING ABOVE CEILING . • ` MALL ACCESS CORRIDOR f.•.14 + EMPLOYEE TOILET MENS TUNNEL NEW 4'S S r- - - - - -\ ■ . � . � MALL SPRINKLER ROOM EMPLOYEE TOILET WOMENS E XI 5 v TUNNEL EXISTING TUNNEL TUNNEL NEW 4" S S RUN PIPING IN OAL NEW 24" X 24" OPENING IN SLA® (TYP,) (FOR PIPE IN TUNNEL) • 'AT 'E TUNNEL OPE 1 WITH LANDLOR II URAL ENGINEER CONNECT TO EXISTING S.S., VERIFY SIZE, LOCATION AND INVERT '�.. JR. SMITH NO. 3510-F11 (FD -F) }=/V MWAtL LINE OF OVERHANG ABOVE CONNECT TO EXISTING S.S., VERIFY SIZE, LOCATION AND INVERT Plumb n F'IOOr Phan NORTH EXTERIOR WALKWAY ,J.P v?� +.n �r t.�•I'.'. 4 � � 4Y :�:k �.fyN.l�:w...Y�.. �.y'� RUN DOWN WALL FROM CEILING TO KNEE WALL ADJACENT TENANT W.C. WITH BACK DISCHARGE COMPRESSED AIR OUTLETS CONSISTING OF 1/2" TO 1/4" REDUCER WITH 1/4" QUICK DISCONECT FITTING (TYPICAL). SEE PLUMBING DETAIL SHEET (OUTLETS TO BE 41" A.F.F.) NOTE: (5K -A) CONTRACTOR WILL BE REQUIRED TO FURNISH ALL LABOR, MATERIALS AND APPURTENANCES NECESSARY TO COMPLETE INSTALLATION OF SINKS, FAUCETS AND DtlAINS FURNISHED BY OWNER UN SANITARY SEWER VENT IPIPE THRU ROOF AS RE1D. BY LANDLORD. VERIFY THE EXTENT OF WORK PRIOR TO BIDDING. UN CONTROL WIRES FROM GRAINGER 1A579 VALVE WITH 6X543 SOLENOID (115 VOLTS) TO A BREAKER IN THE LIGHTING PANEL C ONNECT THE BLOCKER (18) TO THE COOLANT SYSTEM OF THE CHILLER (25). INSTALL 1/4" DIAMETER COPPER TUBING IN WALL SPACE WITH A SHUTOFF GATE VALVE AT EACH END. PROVIDE 1" EXTENSION OF TUBING PAST THE VALVE. STUB -OUT TUBING FOR THE BLOCKER (18) 0 41" A.E.F. STUB -OUT TUBING FOR THE CHILLER (25) ®15" A.F.F. FONNECT COTAP 79SOR (26) COLD WATER MANIFOLD FOR CYLINDER MACHINES. SEE PLUMBING SHL ET f M 210 11UN DOWN WALL FROM CEILING TO KNEE WALL PIPING TO BE IN TENANT CEILING SPACE AND /OR WALL SPACE, DRAWN OUTSIDE FOR CLARITY. NOTE COORDINATE W /HVAC CONTRACTOR SHEET PM -2.1 "AIR HANDLING AND CONDENSING UNIT" FOR LOCATIONS OF CONDENSATION LINES TO BE CONNECTED TO VENT STACK CLEAN OUTS. :h+ CITY C! '; ' „! ,A i L i PERMIT CENTER my . -ammummommmilmmummammum Revisions: Seal Mark Oat. By ILILD NM p.Sv15Ic7fJs A5 Peg eWN 't LMJPL,QRA Architect's Project No ONWWWIWNIIIIIWOWOWNWINWINYISWmatab tam ©ft®us A Division Of The United States Shoe Corporation Cincinnati, Ohio Southcenter Mall Tukwila, Washington Tar, Plumbing Floor Plan frosignicialimaimisimeaninsietilivar REGISTERED AR HITECT J7: 28+* THE ARCH ITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION Architecture Planning Interior Architecture 2431 S. Acadian Thruway Acadian Centre Suite 230 (504) 922 -4070 Baton Rouge, LA USA 70808 9020 Description Alen This drawing is the property of THE ARCHITEC- TURE GROUP and is not to he reproduced or copied in whole or in part. it is only to be used for the project and site specifically identified herein and is not to be used on any other project, II is to be returned upon request. Scales as slated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. O Preliminary O Advanced Copy O App'd. tot Construction Date Drawn By : Checked BY : Of Sheet 4 OC bE ez ze ! I (I�l �I! I ' I IIIIIII IIIIIIIIU!lll!!il!!!!il i!Illl!Illl!l!II,II II!1111!Il!t.l Illilll, a Y� 1 • J � N•. O lt I�I�I+I II1�11iIIIIJI`I�liliJIIItI�ly{ � 3 1�1� , ItIJIIrlEit ( I�'� (! IFIlIlIlt�llf�llli .7., INCH NOTE: If the Iaicrofilme0 document is leas clear notice, it is due to-the quality of the Ipriginal le 03 6l t3L L,t 91 Sl ti et Zi It 01. 6 6 !_ 9 �, +! E ? It "" 0 IIIIIIIil111! I1!!!! I11! 1 1111111!IlII140.111d11111!11111 III!!111!11111 h1! 111111 111111111 11111l 10.11 !1i 11!!1I!111111!1111!1111111 11il! 1I! 1! 111ilhillI! 111 1! III1 !11;111!1111!IIIIIIillill!1111 v ^ f r ? � r r ! 'Y. r � 1 �:;'?' t#F'•",>�,':"�• t,A: e 7�':±✓�,7rrr,::�.�.•? ��r3.�`�3'i�' ; ! 'l a±r ^.�r n :�1Sr �' �.���' _:Kxr'7�s'�,. , + .,. :Y,.l. AV .. .,. ... . L.. . ... ._ _.�.r,.. .,., �:..,.- r. �+. }k���i!4..L;•'::. /,. r�!J,....�J?� +. , .S.. cc ....'1 . rY� }.z....:.�: {..G��.:�s:'Y:a�..0 ,. ...... Sw"7 ➢ .. n..,.. . .: /:I :Y. .. .. ..r fN. ..... +... .. CEILING DIFFUSER SCHEDULE IMMI , GRILLE KECK SIZE - HES MINSAUM DUCT SIZE INCHES C.F.'S RANG ® S X6".6" $"X8",6"9 0 -150 8" X a -, 8" 0 10" X 10°, 8"0 151- 250 10' X 10'. 10' se 12" X 12". 10* J2( 251 - 350 0 12 X 12%12'10 14"X14", 12" 0 351 -500 THERMOSTAT LOCATION { R�A 12 x12 RETURN AIR GRILLE ALL DIFFUSERS TO BE 4-WAY DISCHARGE + : *. .. "+r.A"'" . +k^., .r'e tiA � .?':raw.: .::.•. r. r..�.:.':` 4..::�.Eas.4x t' a_..:�n't.4.rd�i. ;f'.A,ar..Wl1.'i:�:a.r. ,. +7a -n EXISTING 3 TON ROOFTOP UNIT N 4 • (7 " H HVAC Floor Plan Scale: rr r Scale: 1 /4 - =1 --0" 16 x14 VItTaSiffk 48 "x 24" R A GR. . 24 "x 24" A GR. \ \ 12 X Apr 24 "x 24" R�A GR 10" y6 O. 44 ROOFTOP MECHANICAL PAD PENETRATION FOR INSULATED REFRIGERATION PIPING AND CONDUIT ( SEE DETAIL) ,CONNECT TO EXISTING 7 O.A. DUCT VERIFY SIZE AND LOCATION NORTH NYAc PM 2 4 Pn 120 FAN NO. k=iRr'ir:"�i 500 500 ,rar�'.'r`st .V^�4 w �1v� .,*?���`i.`�'wtSi3."t�i.ntis��,' , 9 .h:vr;' ^'- �+aY,��`d�.= M::t�':•. FAN NO.1 IME CLOCK (FOR CONTROL OF AIR HANDLING UNITS & HEATERS). SEE ELECTRICAL PLANS FOR EXACT _LOCATION. - . ALTERNATE NO.1 IN LIEU OF A/C TIMECLOCK USE (3) TMC -LCS THERMOSTATS (INSTALL ACCORDING TO MANUFACTURERS RECOMMENDATION) REUSE EXISTING . EXHAUST DISCHARGE THRU ROOF 32� • �lllilllf l�l�l�l�lll�lal If Till ll`�f�l ijl�l�f�f�l�1�i� iroprliytl lllllll�I�f( I�IS��1 �1�1'# li�ll�+ jllll�i�llj�l�l�l�l�l�l�l� ;�lll(I�II 0 ,e l r1s 1►r0r{ 7 F3 9 10 11 Art I M Rl'A"41Y Y 12 • 9Z o i � illll! Illflllli!! I1111�111 !I 6Z SZ Z,Z SZ IIII , .: '8[7 w ., ... ..as,...i w.. ....,. �.. 110Th: If the microfilmed document is less clear than this notice, it is due to the quality of the ,p docutlaert,. • 1 7Z C ZZ 1F, 07 6l 81 Lt 91 Gt bt EL E1 it O1, 6 8 1 , I f l I I, I I't , nII�i! i lh��! !! i!! Ii! �i1! I,! +!! li!!!! Ri !,!i,��,!!II!!il!,�!Ir!,ni li!! i�n! il!!!! , I!, I!,!. �i.! i! 1i!!! i!!, II, I! �! !!! I!!! il!! i (n,!i!I!flii!lni!Ilfii�!!n!!f •m'' +`� - s ue • • ; ) ;� M , r ;` s! . r .r 1 C , r� �.. �. .K S � , r.F,' . 7 �.. : .l`'�� "� h?t'� " 2 y �- 4.r , ,} c < r ✓v � `< : w e'•� "r k G� � � '4j r t ,rL rg � � Y � s.o ' 's .., � r c � l _F ..� � ..... 3, ;'*. . J.r .�.*',' ✓ .. J.%.+�, ... F .�. .!'r.>i'Jx.� . `�K...l.���lf''.J rr. +,.. "•:!+'�,.;dn. ^ �.: r ? ?�'• Y r.{ � QL r`ITY h • (V JO to U 1r.r J P :HMI r CENTER Seal Date Drawn By Checked ay Revisions: Mark Oat. i At I j• I YI Id } AS �a✓ G ,�IN�� (E)oroo ©nears A Division Of The United States Shoe Corporation Cincinnati, Ohio Southcenter Mali Tukwila, Washington Title HVAC Floor Plan ❑ Preliminary ❑ Advanced Copy Bt App'd. for Construction . EGISTERED A CHITECT a eon DAVID A. UDKOW STATE OF WASHINGTON PI28:1 THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION ; `,'. • .. { • A I. t r. t;t... , r . ..Fitt j• _' Architecture Planning Interior Architecture 24,31S. Acadian Thruway Acadian Centre Suite 230 (504) 922-4070 Baton Rouge, LA USA 70808 v AllanKepatzmillairaZinin Architect's Project No. 9020 IINIONNIONNWESeigwasinSININIONIIIBIlarariminsanali This drawing is the property of THE ARCHITEC- TUFIE GROUP and is not to be reproduced or copied in whole sart. It is onty to be used for the project and s;,: specifically identified herein and is not to be used on any other project. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover Sheet Description J .: •., tiaslMlM Finished door at . w..+•w.....r E LI0 , 1:4• `‘s bed --_• kw r� ✓. ,./ � +` : CanaMt Mb or Flashed goor J i • /..;,, _ Grad. r!A tars Wed - - T--, -. --- lie C.W. RUFK'r tROQR DRAM TOSE SEALED OT MEANS OF JOSM4 NUMBER 00250 PRIME VALVE TALLIED W THE (C.W.) SUPPLY LINE OF NE • EST SINK MO SLOPED TO THE FLOOR ORAI LOO* DRAIN RPO WITH ttirATEftt1F SEA FI NI SH FI.00 ---- i 3" 314 leallall ;•�•► . ' • , SEWER . - TRAP RESEAL DETAIL % lenerdb Wnfizry _u Typical Floor Drain Detail .461: 11111m NOT TO SCALE i Not Soak • lirl Ir► ores Web all •-- *open. soil deareut Ore I & &Dales cows AdtioNstila honing ilo RI wi h melee. oorr<'+ilrou.. rewired - { ugh l ndlord's consbustoo > -Ii red Reproof contrecom ' Schedule 40 isaternteed pips *awe - 2' ralrer tiro above noncom slab Finished rioa slab Strums* et upper • low leal Concrete dab POI or Conduit zyi : Man level II 4 • �l� i s • R • •r d .r.� ' iirees EsdsOng consPism lie • • rli • ' • ! • • ' . � v .. 1 • •, 4 • • '. ♦ r F I ? zae.tern lb bemire .ard r'y mat �P :cal Floor , , id Cleanout 1 1 Slab Penetration Detail �P� S • Not To Sego • • . Not )b SrAti Pito:4914a LEGEND PLULIBING FIXTURE CONN D,TIO' SCHEDULE,, FIXTURE DRAIN WATER SUPPLY HOT COLD VENT MOP SINK 4 3" 314 leallall SINKS (5K44) , .. ma awl Pito:4914a LEGEND wit SYMOOL DESCRiPTION I DOMES? HOT. WATER IN T .. /1:=2 SANITARY SEWER . (2) Layers 3/4" Plywood Platform (SEE ARCHITECTURAL PLANS FOR DETAIL) ELECTRIC t7ATER HEATER SHOD: ABSORBER COLD WATER � -4 HOT WATER A.S.M.E. T E P VALVE BALL VALVE (TYPICAL) ------ RUN SEPARATE FULL SIZE RELIEF AND 3/4' DRAIN PAN LINES TO 6" ABOVE SERVICE SINK. SEE ARCHITECTURAL PLANS FOR DETAILS. 'i i i PLUMBING NOTES • 1. This contractor shall bo responsible for breaking out and patching existing concrete slabs as required to facilitate installation of new piping. This work shall be done in accordance with Landlord's requirements. 2. Exact horizontal locations of compressed air outlets shall be field - verified with PredSion PAINS Ceel terS. Vertical location is cypically A.F.F. 3. Locations and sizes of existing water, vent and sewer service lines to which tie -ins are to be made under this contract shall be field. verified prior to bidding. Also. verify adequate invert of existing sewer line to which tie-in is to be made prior to bidding of any signifi• cant discrepancies'' of such service lira locations, sizes and/or inverts so that he can make determination of revised work to be done. No extra charge well be allowed once bids are taken to•compensate for any such dsctepancies. 4. Contractor shall be responsible for water meter and paying all necessary fees to Landlord or utility company for water service. separate metering if required. Verify metering requirements and charges prior to bidding. - 5. For floor drains, far aak out a 24' x 24" area of existing concrete, centered on drain and re.pour . • 6. All soil, waste. vent and water fines are new unless noted otherwise. 7. Any penetrations through demising partitions or floor shall be sealed with foam, such that fire rating of partition or floor is main- tained. 8. Any roof penetration shall be doge in accordance with Landlord's requirements. Verify extent of work prior to bidding. S. Ali work shall conform to local codes and Landlords requirements. 10. All deanouts shall be accessible. 11. All pipes shall be located away from load beating footings. 12. For placement of each plumbing fixture, refer to architectural di swings. 13. Keep vents 10' away from any air intakes or extend 3' above. 14. Offset pipes as required to dear ductwork 15. H.W. piping shall be insulated with insulation of 1' thickness with "R" value " 4.3, Standard. T•24.2.5312. 16. Demolition requirements: All existing plumbing fixtures, floor drains and floor sinks are to be removed. Existing water and gas piping into be removed back to point indicated on the drawings. Existing waste and vent fines below floor shall be capped below floor level and abandoned. Vent piping above floor level shall be removed, plus any adcfitionat demolition and removal as is necessary for installation of the new work. At the contractor's option, he may demolish or remove more or less existing work provided that such variation will expedite the project and not Increase the expense to the Owner. This options shall be subject to the architect's approval. 17. M fixtures skill have supplies with stops. Stops shall be chrome plated brass. Trim shall be polished, chrome prated brass, same manufacturer as fixture. 18. Aft 2° and larger sanitary and vent pipes shall be hubtess (Tyler No.Hub or approved equal) service weight cast iron. All 1 112' and smaller :sanitary and vent pipes shell be galvanized steel with threaded black cast Iron drainage fittings. 19. Connect the Blocker (#18) to the Coolant System of the Chiller (S25) with-2 lines of 114" copper tubing with shut-off valves on each end. Provide 1° extension of tubing past valves. insulate tubing. 20. Contractor Is afiowed to useAI.S. in lieu of cast iron for sanitary lines. if permitted by the Landlord and the Wiring department. Verify prior to tridcfing. 21 Lessee's General Contractor shall secure Sprinkler Shop Drawings from his Sprinkler Subcontractor and submit them for approval of the Lasso. : N : (SK-A) COMA WILL f REQUIRED TO FURNISH ALL LA OVA, MA ERtALS AND APPU$ TENANCES NECESSARY TO COMPLETE INSTALLATION OP SINKS, FAUCETS AND DRAINS FURNISHED BY OWNER NOTE: FOR LOCA'IQN AND SIZE SEE PLUMBING. FLOOR PLAN 1/2" COLD MATER ESCU'1'CIEOI1 AT WALL SHOCK ABSORBER (TYPICAL) O re WM INCH 1 2 PRESSURE REDUCING VALVE W /GAUGE 0 -10 POUNDS BALL VALVE (TYPICAL) WATTS . NO. 9[`r BACK PREVENTER (TYPICAL), 1/2" BALI. VALVE (TYPICAL). CONNECT 1/2" HARD COPPER TUBING TO 5/8" HOSE PITTING & HOSE TO CYLINDER MACHINE (TYPICAL) FITTINGS TOBE MALES O e 40 GC SQ" D�3LD TU 'A OlIPOLD PIPING DETAIL NO SCALE NO/Er STRAP MANIFOLD PIPING ARRANGEMENT SECURELY TO CABINET OR WALL SURFACE WITH SPACERS, AS REQUIRED. 4 5 6 7 F3 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. i II{ { �I�f�f11II�I�111iflIII�III�I ,{�{� {II�IIf�fI {�ffl� {� II 1 Illy1111111IL {1II II{i11111 • 1111 ILIA {11(L1'I1(SII{L{i111i 3 I RUN k /2" DRAIN TO FLOOR DRAIN. PROVIDE 2" AIR GAP AT FLOOR DRAIN Ft»HtEL. oc ' ir BC Le, 9Z SE hZ Cc. ZZ lZ OZ 6t et Lt 91 St 't fl Zl 11 O E 8 I I . l ( llllI ! iflllililllillilllIIIlilllllIllllllllllilllll11111lllll141 .1111!lill,li idii11I11!!1+ 11111! 111111111111111 !II11111111IiIMIll11111 11111111111111� 111111! 11111111111111111 1111II !Il1111111if11111IIliilll!II I 4 " sr • - 0" A.I.F. NOT TO SCALE L 9 S +r e Z t ww 0 ILIII II1ii11I Ili! Ifliiilliiilliiiliiilllllllillll ;!11111lII!Ift Iii O CIN 44 # Pe \A- / / III III {��IIJI { II III III�III�il1lllI Ifi1 9 10 11 1 " 4 " 1 " 1 """ 12 PLUMBING RISER DIAGRAM c O Q Z \A �� \ � G t 60 1 0 1 .11 0 sw4,0-40 41 el Op pa® zAi'zS • szEPLavg, St.•A + MITE rZ QU WT MVO-M./W(4, `l(4, ,'.L EACt.1 StDEv., exCE> t4c)r LAS% TtJ4IAN.; I' trruc. tun "k um 1 es. a st.B uwoarZ;' I`o" Ti:(t f - . ' MALE QUI C3C DISCONNECT `. FITTING • FEMALE QUICK DISCONNECTPITTING ARO CORP. NO. 23002 1/4" I. D. RUBBER HOSE WITH HIGH TENSILE STRENGTH REINFORCEMENT BETWEEN RUBBER TUBE AND COVER 1/4" NIPPLE • Ci)TCJIEOI1 • AT WALL 1 /2' COMP. 1I13 SUPPLY PIPE IN WALL CONNECTION AT MACHINE .r r 4f 4 e::: 1 l" CRY OF IMIA JU 3 t; i RM(TCENtER r A Division Of The United States Sh90,C0fP0. lion Cincinnati. Ohio Plumb' b ' Details, ;44'44 f3 Adviotso ctxy- t3B d. to , Constn0( a4o8 .$.oufhcenter MaI Tukwrita, Washington TRW A PROFESSIOM1 ARCHIi'EC1U �� .'Ili A soa rchitect's Pt*sI fete- This drawing is Irk property Est +'(°#1I `ARC iT`EC• TURE GROUP and IS, ty . ' jr .et copied in w hoI of In WWI Ott:►. bet far H the project ; air ; lltt� 9perf Ot t`' _sib ai d Is ntfi to be tried an} �p rctirned tJt`if n tt3c#u t -1 ` . Scales as at a%lod here ax4 l ;Ott dr$wir1� D ril y Ccn t sI1sII dimans o 1 0 ri ti hothbrt rePO : the t+�ney or amiss on mm s4 ' r h . .4 • EXHAUST FANS SCHEDULES . UNIT MARK CFM SP (w G) MIN OA. 250 MIN WHEEL DIA. DRIVE MOTOR MFG.d MODEL NO. SONES MAX MA REMARKS ATTSI CHAR. 51 000 95 0.10 105' - - _ 50 '420 PENN ZEPHYR Z -6 1.3 BACKDRAFT DAMPER BACK DRAFT DAMPER 2 200 0.10" 1050 105 120 PENN ZEPHYR Z -8 • 2.3 • AIR :GONDITi ZONING UNIT SCHEDULE ' UNIT NO 1:. �- SERVICE AREA LAB - MIN CFM 250 MIN OA. 250 EXT. SP. M 0.5" FAN HP. TONS G HEAT BTUH AUX HEAT VOLTAGE PHASE REMARKS OR TYPE 51 000 9.8 20811 /60 1HORIZONTAL 'DRAW THRU �B.Z 2 RETAIL 3000 300 _* t 1 1 151000 20 t 208 /1/60 HORIZONTAL DRAW THRU RI ,,: .- AIR COOLED CONDENSING UNIT SCHEDULE UNIT NO LOCATION OF ACCU - _ __. TONS AMBIENT TEMP COMP FLA COMP KW - VOLTAGE PHASE .� REMARKS OR TYPE '"" `�,.... -.�" •._....-"" "4141 4141..- �`'.. ,41:41:.-,•'''_. AS SHOWN 6 85° 38.5 8.5 208/3/60. HEAT PUMP (CARRIER) -LOW AMBIENT CONTROL TO 0° F AS SHOWN - 65 38.5 8.5 208/3/60 HEAT PUMP (CARRIER) LOW AMBIENT CONTROL TO On F • I kn , a rig •. 1. Provide locking vented clear plastic thermostat cover on all thermostats, 2. For each round runout duct connection to rectangular duct, provide a spin tap fitting with locking adjustable balancing damper. 3. Label roof mounted condensing units with al} NCRAFTERS name and /or lease space number, in accordance with Landlord's requirements. 4. Provide thermostat for all new NC units in tenant space @ 4' -0" A.F.F. 5. Interlock all units with Time Clock. See electrical for exact location. 6. Contractor shall be responsible for demolition and removal of existing ductwork, grilles, controls, etc., as required to facilitate new installation. 7. Exact location and support of new roof mounted condensing unit shall be verified with Landlord's structural engineer prior to placement of equipment. 8. Old condensing units on roof shall be removed and new condensing units put in the same location. Exact location of existing units to be verified prior to bidding. Electrical con - tractor to disconnect and reconnect electric service. 9. Old fan coil units shall be removed and new fan coil units installed in the same location. Freon in the existing system shall be pumped -down (release as little freon into the atmo- sphere as possible). Run new liquid and suction lines along the same route to condensing units as old lines. Run new condensate pipes to nearest stack or clean and reuse existing. Wiring extended by electrical contractor. Units to be rehung in the same manner as existing. 10. A/C Unit No 3 shall be reused. As part of this contract, contractor shall be responsible for a one time maintenance of this existing equipment, such as replacing fan belt (if any), oiling motor & bearings, cleaning coils, changing filters, etc. or any other maintenance pro- cedures as required. Also, at the beginning of construction, units shall be checked out thor- oughly and any major problems reported to the Architect for resolution. 11. Roofing work for installation of HVAC equipment shall be in strict accordance with Land- lord's requirements. Where roofing work is required to be done by the Landlord's roofing contractor, reimbursement of charges for such work shall be made by the HVAC contractor. Verify total charges prior to bidding. 12. Connect ductwork to air handling equipment with flexible connections to eliminate transmission of vibration. FIRE DAMPERS Provide and install fire dampers In all duct, diffuser and grille penetrations of rated ceiling assembly and elsewhere as required by NFPA 90A. Dampers to be suitable for round or rectangular ductwork and hori- zontal /vertical mounting as required. Frame housing and duct connections thereto shall be air - tight, and frame housing shall be extended type such that airflow is unobstructed by compressed damper curtain and components (100% free area). Damper frame and blades shall be constructed of galvanized steel with stainless steel closure springs. Fusible links shall be replaceable type and set at 165 degrees F. Dampers shall be UL listed and installed in accordance with UL requirements. Dampers for use with ceiling diffusers and grilles shall be ceiling radiation type dampers. Dampers shall not rattle or transmit detectable vibration. Y Y O V A(/ VA �^•�J O NOTES 4- . - ..,,... - rrr.swrrwu.w a-rrwr.,11111111., SMOKE DETECTOR TO REPORT TO AN APPROVED CENTRAL STATION MONITOR UPON ALARM. CONSULT TUKWILA FIRE PREVENTION OF CONTROLS w reAUNIrriT ENSINC> -• • • PITCH PAN AttiolirAdihte. 4 21,792 .Ouesideee8TUHf 250 CPU 68.1 BTUHrCFM 14,902 e- Teti Went 71,753 -Total sent+bb 05,555 4- TOTAL BTUH LOAD THIS ZONE 7.2 c• TOTAL TON LOAD THIS ZONE i ASSOCIATES, INC IA FILTER DRIER- MOISTURE INDICATOR - SOLENOID VALVES - AiR HANDLING & CONDENSING UNIT DETAIL, .f� f '� 4141 Air Cc d .n g Catutat 0 t 12.920 c• AR*+?arttr T Ul+ 4 300 CFM 68.1 BTUH+CFM 9,308 4- Toad latent 52,137 c -Tool sensi6+e 51,443 t• TOTAL BTUH LOAD THIS ZONE 5.1 <. TOTAL TON LOAD THIS ZONE Ar colloono �..�lagtawn 0 10,215 4- Outside air STUN 9 150 CFM 68.1 SPAM 17 5,985 4-TOhftedorl 20,102 4 sens+ble 27,088 4• TOTAL BTUH LOAD THIS ZONE 2.3 4• TOTAL TON LOAD THIS ZONE r . RUN O.A. DUCT TO EXISTING OPENING IN ROOF VEkIFY LOCATION AND . EXTENT OF WORK 22 GALV. IRON DRAIN PAN U, hts 3.4 36720 10800 3750 500 NMI trlt WU 1000 50770 2494 San Ible 2792 137 101 102 MIS 1111111111111A11111111 WED MIKE La1311123ZEI tn. PRIM • c • G rn No of Out E • ul [Tj131114=1- oce. ill I LIIII MOM . 1014 GUI t$1'J WIIICE/W1 85 55847 2 2743 4 1 Ns of 250 22 s e 46 64941 _A T ASSOCIATES, etc. Ar Cond onovtafatabon 0 .Sounc�entcr Wash Mau _ Tukwila. •ton t �T �f►L1� G1m1tm+ G � ,y[ ���.TT��,� ®� nr ^� . .1h GI West GI EsL Wall ittli � �:., "' im ' " aaC.:•.JJ �+:.'J.aRaf,Y'iJ _ � � b l u h .. ' 20 600 31620 iY] �i��tiiiii� 500 - 1700 tE171W tILIWII .1 i:J WiIIIIIIM WE EEC MI MINCIIIIIN MC WIIIWW IWO 'tttMNW 800 MEV IE:1110ED MEM NW ©11110 tiI% n UM - 0- , r mail ��it( Ufl1 tiitlJi'�.~1♦ Ext. Wall Int. Wall r, aro1 IOW MO NC 111M1 WEI t 2 MO O QID WO WIC ��MEIMU WM UM1 19,200 < - Total haating BTUH outside air et 60.0 BTUWCFM 35,094 .4-Total heal loss 13,574 - 25 Percent safety 1100' 67,666 <• TOTAL HEATING LOAD IN STUN 19.89 < TOTAL HEATING LOAD IN KILO -WATTS te: 6/13191 gliufficentoe Mall L I;l!1� c.ra t Tu , ion CM USIA i lm South GI W sr;GI 111131211:1111111330 No of Uco [ �(� 1.13 WILLI 0111111111 UM = lm7rrniii IL7W2�]u 1i7® btu GYI17L'>1�7t�t�I�t i ]Ca'I�l►"E7IQt3rL>0 . c c. LIrL7L�f l.» • ' � �. " mEti� i1� �_ INC MN INC K ID =CC MI K =NIRO' • 1500 33000 IMIJ WILED 111 104 11�: tac���_Icrwc MO_t _W_I■CII1M�� ®� _& ®�� to a .11 lt I . 11 �!!, t• IMIll NOME 3 � �`� tt i� �+ N 01 • o r { ?:..a .s C�7E3 tr�ti0� - s o © �� 7140 25 '' E�IItD �[ ?•' ?.���� 1W1111 MC t► _ "t�NWt11__C� 'tom t�� "tl■I_IttC t__t�■i■i��r It:jfN; :I .TT: -1►1� [ } 2000 MO NW ND =Jt.]tiiiiiiiR!i I�� 660 MaM INMNM ll lllMIIIIII t� UM 12.000 ••Total heating BTUH outside air ',el 60.0 9TUHr1;FM 4,160 . - Total hoar loss 4,040 4 25 Percent gaiety factor 20,200 a- TOTAL HEATING LOAD IN BTUH 5.92 <• TOTAL HEATING LOAD IN KILO -WATTS • •• No of Occ I cc. [IP]; No 25 i1 2336 109 Ito 111 Sensible Win Actual •x Am Name 500 1712 1883 04 ' 1 250 1064 1870 6F 1000 4985 5484 274 r - �t� 0 0 ® � � EXIM u a _ S �y, MEE di ll 5101 cOI d G 112 It 114 . o uthcenter Mall 1m1+�� ' Tu West GI Ea •�" Iln • North GI � East GI South West GI Eat. Watt lot. Will 11=1111111 I,� Lanai =WI a17 ®�r�i113331 tI]IIl�LI UM b1oh L=1:1 .1u Atoo I D 7L1• NE fi LI L7 MC ol.MCMIMMli - , off _ MC 0 iCiittt[* _' 1 .] _JNWCCYIitIII■ ' _Imo_ -_ 1_ r �t�CM = t1M ills `KO NW= tC:.T�W1) l�_�_I� NM �JC MUD MEM NEE MENMME tttMM ��� =IMMUNE. �tl _- ttti'1 ;___ 1000 r r NW MIL NO 111111W.W1 MC IIIIII23•1311 1 ' tiiil3}'ti0 ' , �e1�J r :: 400 2720 1111: lTtilii[ t' tY] tiliiiit[.- I' JtiiiY� : ' ® 1♦ '�_ 0 r MUMS= 400 1360 [ - .:.w h�l;C• *':_1Mttt]iW l�]t:3� '' tip 65 I1 ONO I 60 WM MCI r r 1.1. •IL-="2 WI WKI:1 WE IOW 003 MEI ME ! 1 1133 a iti tttt:]it�� 0 WCIIWW ss WIIIMIld 320 Win liiiCilIIIMMtMIMMI Unit 3 S. 9,000 < -Total heating BTUH outside al @ •.. - . -_ 41.41 _ - .n. - - -4141 - 4141 . i• 60.0 BWI FM 5,101 <.Totalheatbss 3,525 <- . 25 Percent safety tailor 17,626 < - TOTAL HEATING LOAD iN BTUH 5.17 <- TOTAL HEATING LOAD IN KILO -WATTS 35094 SUSPENSION RC D (SEE DETAIL OF SUPPORT FOR AIR HANDLING UNIT) s RUN 1" DRAINS TO NEAkEST PLUMBING VENT STACK Data: ~►4141 _•.-... ,,....rs.r •+c _ Date: 6/13191 6/13191 i EA ve/ i tA0 ?OL. s P -4000 alk-INEL5 ) gar C 'r N3� T U Ot11 P eLec iticMM. 4: t4DUIT ON141 PIPC U.AMP? 1 ,10410 UNE FWE CLAMP �(►� rf b 11841 N -.to_f_g- °,1 -oPE £WAY FROM nee GN tie UN I � PIP£ ----- PIP W 131¢7:5 , ,• Wj6 eo. Eh �f[1(t.E I A. -It Nlcc} t�1 . 18 G1 w v 4 NNW- cull Tot Hart .'te oc. ' ' R� I 0 .1 r1 r 4. NKAL (mac 1G r5x. P i 1 PxHr 4--- eLo'5URE P1eC.4 0 ,r.‘„orit (4 r,r(./ Y ' 1 In iF It oza4S - i1a4 a R ' IN T° P-14.6. <Au41: P MC-Tat. OF pipE,. •:to ucte PIfcE l v.ov' i`'IN(; BfMINP eovE MAIN TYPICAL VOL N CAL E INOULISTE Y V tL. ” •• eI to (mba f Herm. - t'4 r�lNty w 2.2 + lye c ' z. wi06 GAUfa6 5N .ET trAThL u;p A.1441.1$ tw Pd.e2 7 ua w/ .W f% • aA _i & �TIg N " BRANCH ----a► VOLUME DAMPER - EL A N A, Rap 12's re MN. ` li l ago • - 1 : 41, :^ - , '. •, - •.rr '_f.- . : � -/_� FLEXIBLE DUCT SHALL BE NO LONGER THAN 5'. THE REMAINDER THE CONNECTION SHALL BE SHEET METAL DUCT. • DIFFUSE C NO SCALE SPiN -IN TAP WITH ""'BUTTERFLY DAMPER METAL DUCT I�NECTO%V DETAIL FLEXIBLE DUCT CEILING DIFFUSER MAiN ME DAMPER welts. T 46/444 I11 lb fte 40LD6set7 MeT t. 40VER w/ 11M I' 1460tcl. (.147°A.11:. r 1116.4 %cuc age Tb \\ MIN. 2 PER a *OS.) G�i•t 44 i.owl� 1N 1 Ar•{j�y 10 9MION ih' u L.b.T :D covE.K �ou tt � - 1.10 -U1O• NOTES 0 I VM. Got+ aol -D1N1A tt 'Mubad 1+ UNNOt.ot RcoFEt. Foot. iVoresk 5EC o � F ' IT P.MNINC 4 c-wi R i �'s!. S4ING iN�LL AAT1ora. 2) GbtA�as 4 covElt INSULATION - r -mu t, UatetED PINNED ct`1 4" atitt 4 . Gw� To owl METe►L. 3) CAUL -ti JNC 1 0E ELIcoN Fe 4 wt.pp�P. 4.) wig) .AywNC, t'tefalt. 'S) 6 Fxi . • Ro°F d5'it= -t e De i , e'tr- • a ! £EFRIEERANT _ PipiNg: SE gooF G A AN o PIPE SUPPORT PEfAIL it /06 steel. Ni! itx f rpX >r1-4.1? Ta Meix, CUR', r' FEHMI CENTER 1t Seat Revisions: Mark Date By Lona ©rEft®m A Division Of The United States Shoe Corporation Cincinnati, Ohio Sauthcenter. Mail Tukwiia, Washington Title HVAC Details 8 Schedules 3408 i !STEREO HITECT DAVID A. UOKOW STATE OF WASHINGTON THE ARCHITECTURE GROUP 28'91 A PROFESSIONAL ARCHITECTURAL CORPORATION 'P . 4141- . + j p ;' , ;) :. -(•> Architecture Planning Interior Architecture 2431 S. Acadian Thruway Acadian Centre Suite 230 (504)922-4070 Baton Rouge, LA USA 70808 Architect's Project No. 9020 This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be`reproduced or copied in whole or in pail. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Scales as staled hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error. inconsis- tency or omission he may discover. Sheet ^escriplion PM4U or I lll l l1I I 111 I 111 I 111 I 111 I 1 11 t 1111111111111111111111 1, 1i111f111,11 1111111 I 11111111''1 ( Lilt li1111111I11111I1ll1i1; IIIIIIIIIIIIIIIIIIiIIIililiIIIIIIlilIIi l+I 0 16TH$ INCH ( 1 2 I f 3 4 11 6 I I ! 10 11 IN etRI 12 { NOTE: If the microfilmed document is less clear than this Y original document. notice, it is due to the quality of the pri i ed LZ 9Z S ve ce ee IZ Oz 61 91 dl 91 91 bt CI Zl • 11 of 6 a f{Ill!IIili!lla!Hil1 {Jllf l il{ Ilil! i! Il Iill l l lill! l!! 1! 1! iI! ill !II!!�!Il I II! II! I ►.I I I!llll! {Illllfl!IlI III!{ �IIIII! I ,l!!I!Ifllllll11111�111' • :., '4141 s+ ! .! J . �+" 9 43' f / t P m"+ YJ, a5? "�-� / � .c•a. � Ft 40 I 'JOIST • 1014 i/400r pbGC. fi'VJ/iPJ? /t4tf r'It1 1p!rj1 N /i►iroms.wautrtitoput m lilt Tiff X11111111 U NOTE I. Kew wsuL�YiOe4 TO MA141 Gil+TIN(a 1N4Utts l 14.1641 AND a me 4AN oQ 604:4106. r tAL fredf rTA$C VAWt'. t�aofiN4 1a t IPwrAu t.:417 I.li►4I4tp - tN WMt ligtik4Aldo 'fb tiker04 r416/444. MYNA. WEVAALf Pet FIAT u rtJKsTt !'1:04) 4t~N0611OP15v, A IF MtT1AL IX:4 t ra. OP IN iE4 t LAIi444E THAN Nor Av L+dete, cai4lt LANDLAROi ITIXerurzAL. REPAI25 j0 tN w.. I - }IAA/ (Q 8005 t; r r(A1) r ' - '7 - ✓04573' � JOi5T (!YP/eAc) `•t411*11 MR. I?1r /- ! ' IV- WTI/OD J '-V p G �tl YIAIIrs P(RP(/ O,ailsf1 ro JofsrS lf /l/T ,�tTUau - Juf�POa1' - Ara NI" let uwotr dui; - --- (IYeleal J ilANOi/M IAi/T PLAN OF iN AL 1200 f' K rNQNt ea Zoo (TYP /TAI) r uuTRUT Orlin) row goof °mugs. w_iim,_.*Ihais.) New 1 S ECTION 2-2 (F:1L ampl 4 .- v r41 L SuPAle r l/kot'/I urr (ryP/CAC) 2.4 D006t E 1VU7'01 y,/b�NE2 .RSDO• ilr/rsr/lef tAtAllett J JS "f1 ,6/E11/0ftJ iEt'U,!t uv/STiur A/iface5 - T6 Me Akre A/'3 CdN17, ro T/1/-'fl Dk0 3,2r£00 WSW IAIDUSTPt/ES 3P2Il6. //Aij ER (M /u. Of 6 NA/'6E a 5) 3 /te 601 fell 4°4c7T( of POD. Of uiIT . 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A - , . ono. ..J7.tre ,... m ifitg A Oivisicir. 01 The United States Sho'eOofperaiion Cincinnati, Ohio Tukwila, Woshink}tan HVAC 8 PhurnbIn ., Details . ''s.eir (tort • • Seat 4:1 S, Aocclian Thruwoy A cpoian Cenrti' e (504) 922.4070 &ion, ;1 ' 0' i j AI hII Ci $ Pso•*tt No 0O2 , � f This, drawitigts the properly o) rff: CFItTi'Cw 11)11E< GROUP and is net to bc produce( cif , oopiO in whole or in pArtr'A is,, t tp.l'@� it ei: *-10 = the project And 3i!e specit' .atty id+�tnlified,hfsreiri .., x 9 tnd is not to be used on ; ny Other ire sct,lt a to ►e, retutnecl'upoA`request -,.: Sc.]1et at ItatedihereO'n,,iiii&ort.Iiii oak, nwinr% nhl;:, • f �n s.�4 . rt st x �. - "�;�3F dirponsioris and condiY0r1i, 00001 g 4{E once report IQ t e Art !ej a," tto . ft 3fSr5 Tony or omtSsrtin he !�nfiy :d. ' ' r j : a , HVAC SPECIFICATIONS • 11411/PAtia 6uCTICP !VI u'F EAXURATLD CCIII>a16!RC TDIP. a31'Y F RLYARY 2? ` TOR, M R IJ1tRIRC COP =SO ' RICi,II KO P € I mazy :Ynet)::cr RATIO SPACE 7Z 'F 9UI51ft V '1' (Xing" II *u llC . )OtEL sCl•, c. f7 I I :oltaa24- v.i s�.t - Iba. - Olt IT coo audit?. 1 ..asuinrroc.r pow.. input t co.aci'rr _,.. I 1 CAPACITT g6i_ele2CJ total btu ter. '71•"1 © , sensible btutbr. . FACTOR ,/ r/ �/�� ��� i/ /f Y /� f EVAPORATOR 0)20.90 RITZ (t '� _ ftT 1 001E c 1111 foes eel. 3 I S floilin. 2. CORRIDOR VALE. r7v'iI ...,,Z�_cireultl AIR •.v.U+. I ,I.v.0.1 p. A..Jn. of 1 ..tl.bl :l.el.b` 1 O. 4DRE& � vel�tt z zr lbs. I C ,, ( - © toll /cpc /1r3. 1 IOIZL N Ivoltsae ( I)25.o i rotor A. p. Ai AC.IRG (.2)toeo 1s..r.L� r" r. p.a. I � L�'� tia0 : .s.p. tQ .f.d T COIL Eb.d.pC.I • dlh O sll� *wTI&* iYi . 0 nit p Men 0 rites _....__ -___ 0 left RCM= 07t IS LOW Yi:LOCI II r1 L• �t� a ai kK f�it�r it ( ,, T O D MY Y ���� �� /% /. 3/! % • t ..■•••■■..• 3. TOILET tA(AUST FAR 5FECIT'ICATIO0 5. 111 `:0 . F a,.JIJ 2 EP I.IYFz- el oo. j 95 ., efRl • ... e.p. la. • 120 ,sfp la 8 p IQ S o volt /bts/ 110/1 /a° ircRarr; ratty L»put - rpa 4'r„ jII S, rdATER $rzcI r1 CATi n1 Su SPtCIYICATIOIIS FOR ACC____L__C SS .,09 n Q 1 Li! I steps - 'o).t/bts /phase ilag. ! / /// 0411p Watt accessories °Fused Ater. wrath le . (sera Meal-saes ----- •-^- -• 0211 volt traits. 1 Daainetie emt.eters cast E 1 ) RE ISTERED 41 3 7 , A' • IT ECT p , . p A„ ssDKL � SPLt7 SYEiYEt�� -_ .,�...�ewntGTON HVAC CALCULATIONS (SEE SHEET PM- 2.1.) MART HVAC )'OR)C TO ILL COMPLETED M TOAST FSIGItaxa PRIOR TO 1,EYIEV 07 WANT 1(YAC ALAI 3I1/AC CALCULATIONS: SI244I:11 8PACA T6'1 1 506 11I OUltIrt 131 Cb / x.7 vb IMAY'IHC SPACE 7Z 'F 9UI51ft V '1' I(EAr tuts S£1SI■LZ cool. !o WERT COOJ1A ti 121101 QUOITITY / Ea FACTOR A Y, 3TUIR1U. ?ACTON WPU/1111 FACTOR ,/ r/ �/�� ��� i/ /f Y /� f %�� , ✓I��A � f/� /f/ 2. CORRIDOR VALE. 5 r?. / {.: 765 r 4 . (� rxrrh2 w All. -1!. . '� / j �/� � sly a 3 II. LItornao MIDI? 11-8 tli 11.0m42 :ACA PLUM f� ,r / • � � • rJ / % , a r, f Y ���� �� /% /. 3/! % ,/ f/ r �r y /� /- /i % / /�� /� f�//f/ r /f / /� / 1, . .. X - 11' 1 5. 111 `:0 . "- - Minn 1-1 KW I . PcA il p 1.Z C 6. Orr AOt 5.4. f! / / //; �� / /� ! > . 4 /! .V / / /�r �� ` 145 / � j 'V , 011111111111 I/� "� /fJ / /�'l ��il�fi r .4g 11� T. AT PASS o S. B. ANC* t » 9. ma CHI P t:bP L1! (:frl / // /� / /Ar sPAC>r Sts CPU FL(7I Mt to. Ol1L O.A. WAD 1? . 'I CIAISS F.V / i��f/ /!f /,r� /ll it ! / /// rii�r/� r � � r� I]. TOTAL COOLING (SEAM US 4 wire) . ,. truma Mali 12 , iF � Lt A9fi 10Vr it WALL cooJat:G out t:e WA 1411. CLTD SPLIT SYSTEM I. GENERAL A. ALL WORK SHALL OE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE CODES AND LANDLORD'S MINIMUM REQUIRMENTS AS STATED:HEREIN;IN THE LEASE; IN THE TENANT MANUAL ;AND AS SPECIFIED OR INDICATED ON THE TYPICAL TENANT DRAWING. CODE REQUIREMENTS, IF MORE RESTRICTIVE THAN LANDLORD REQUIREMENTS, SHALL TAKE PRECEDENCE B. GENERAL AND SPECIAL CONDITIONS OF AI A 201 AND' TEN JET' S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS' OTHERWISE NOTED. C. ALL WORK SHALL SE PERFORMED AS INDICATED ON DRAWINGS UNLESS FIELD CONDITIONS REQUIRE MINOR CHANCES TO 'BE MADE. MINOR CHANGES SHALL BE MADE WITH NO ADDITIONAL COST. D. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER ACCE!'TANCE OF WORK BY THE TENANT. E. SUBMIT SHOP DRAWINGS OF ALL MAJOR EQUIPMENT FOR APPROVAL. . F. ACTUAL LOCATIONS OF LANDLORD'S SERVICES MUST BE FIELD VERIFIED. CHANGES TO CONFORM TO LANDLORD'S LOCATION SHALL BE MADE AT NO ADDITIONAL COST. G. MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED BY LANDLORD. SUBSTITUTIONS MAY BE MADE TO THOSE SPECIFIED IF DEEMED EQUIVALENT BY LANDLORD. ITEMS NOT SPECIFIED HEREIN SHALL MEET LANDLORD'S REQUIRMENTS. IF A CONFLICT OCCURS, THE LANDLORD SHALL RESOLVE SUCH CONFLICT AND THE CONTRACTOR SHALL CONFORM TO THE LANDLORD'S DECISION, H, AS BUILT DRAWINGS - PREPARE AND SUBMIT TO LANDLORD AND TO TENANT "AS BUILT" DRAWINGS INDICATING THE ACTUAL MANUFACTURERS OF THE EQUIPMENT INSTALLED, THE EXACT LOCATION OF ALL DUCTWORK, PIPING, AND ALL EQUIPMENT WITH THE EQUIPMENT'S "AS INTALLED" SIZE(S). I. EQUIPMENT, PIPING, DUCTWORK, OR ANY OTHER ACCESSORY SHALL NOT BE SUPPORTED FROM LANDLORD'S: CEILING; SOFFIT; NEUTRAL PIERS; 'PIPING; DUCTWORK; METAL ROOF DECK; LATERAL BRACING; BRIDGING; OR CONDUIT. 1TEHS SHALL ONLY BE SUPPORTED FROM STRUCTURE WHICH HAS BEEN APPROVED BY LANDLORD FOR SUPPORT. J. ALL ROOF WORK PENETRATIONS AND REPAIRS SHALL BE TOTALLY PERFORMED BY ONLY THOSE ROOFING CONTRACTORS APPROVED BY LANDLORD. CONTRACTTOR SHALL EMPLOY THOSE ROOMING CONTRACTORS APPROVED BY LANDLORD FOR ALL ROOF WORK REQUIRED BY TENANT'S APPROVED DESIGN. K. INSTALLATION OF ALL ROOF MOUNTED EQUIPMENT SHALL BE CO- ORDINATED WITH LANDLORD'S DESIGNATED REPRESENTATIVE. L. DEFICIENCIES AND NS CONFORMING ITEMS SHALL. BE CORRECTED BY CONTRACTOR. FAILURE TO CORRECT SAME SHALL PERMIT LANDLORD TO CORRECT SAME. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INVOLVED IN CORRECTING THE NON CONFORMING ITEMS. TENANT SHALL BE PERMITTED TO DEDUCT SAME FROM CONTRACTOR'S CONTRACT. M. FOR INSTALLATION OF SPECIAL EQUIPMENT SUCH AS FANS, GREASE PANS, ETC.; CONFORM TO LANDLORDS MISCELLANEOUS DETAIL DRAWING. 18 II. PLUMBING A. WHERE REQUIRED BY CODE, FURNISH AND INSTALL A MINIMUM OF ONE WATER CLOSET, ONE LAVATORY, ONE FLOOR DRAIN, ONE 6 GALLON HOT WATER HEATER, AND ALL OTHER REQUIRED MATERIAL AND EQUIPMENT FOR A MINIMUM OF ONE COMPLETE TOILET ROOM. HANDICAPPED FACILITIES AND ALL OTHER FIXTURES AND /OR ADDITIONAL TOILET ROOMS SHALL BE AS REQUIRED BY APPLICABLE CODES. B. MATERIALS I. ALL MATERIALS SHALL BE OF NEW QUALITY. USED MATERIAL SHALL NOT BE PERMITTED. 2. GAS IS NOT AVAILABLE UNLESS APPROVED BY LANDLORD. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE FITTINGS INSTALLED PER LANDLORD'S, STATE AND LOCAL AUTHORITIES, AND THE UTILITY COMPANY'S REQUIREMENTS. PAINT ALL GAS PIPING AND ACCESSORIES EXTERIOR TO THE BUILDING, WHICH WAS INSTALLED UNDER THIS CONTRACT, WITH DARK BROWN LEAD OXIDE PAINT. PIPE SHALL BE CLEANED PRIOR TO PAINTING. GAS PIPING SHALL NOT BE INSTALLED IN PLENUM AREAS. GAS PIPING ON ROOF SHALL BE INSTALLED AND SUPPORTED PER DETAILS. 3. UNDERGROUND SEWER PIPING SHALL BE SERVICE WEIGHT CAST IRON BELL AND SPIGOT PIPE INSTALLED WITH APPROVED COMPRESSION (TYLER) JOINTS. UNDERGROUND SEWER PIPING SHALL BE A MINIMUM SIZE OF 2 ". 4. ABOVE GROUND SEWER AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH NO HUB JOINTS OR AS APPROVED BY CODE. PVC AND ABS PIPING ARE NOT PERMITTED. S. UNDERGROUND HOT AND COLD WATER LINES SHALL BE TYPE "K" COPPER PIPE OR TUBING WITH SILFOS 5 SILVER BRAZED JOINTS. 6. ABOVE GROUND HOT AND COLD WATER PIPING. SHALL BE TYPE "L" COPPER WITH 95 -5 SOLDERED JOINTS OR SILFOS 5 SILVER BRAZED JOINTS. 7. ALL ABOVE GROUND HOT AND COLD WATER PIPING MALL BE INSULATED WITH A MINIMUM OF 1" THICK FIBERGLASS PIPE INSULATION WITH A VAPOR BARRIER. ALL JOINTS SHALL BE INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. USE OF PLASTIC JACKETS OVER FITTINGS SHALL BE PROHIBITED IN PLENUMS EXCEPT WHERE JACKETS HAVE BEEN CODE APPROVED. 8. FURNISH AND INSTALL ALL BACKFLOW PREVENTORS, VALVES, UNIONS AND BYPASS PIPING AS REQUIRED BY THE LOCAL UTILITY AND CODES. C. WATER METER - INSTALL, AT MO EXPENSE TO LANDLORD, A WATER METER IN AN APPROVED LOCATION WITH REMOTE READER PER THE LOCAL WATER UTILITY COMPANY AND THE LANDLORD'S REQUIREMENTS. CONTRACTOR SHALL PAY ALL FEES AND LANDLORD CHARGES ASSOCIATED WITH METER AND METER INSTALLATION. (SEE TYPICAL TENANT DRAWING FOR METER REQUIREMENTS). D. GAS METER - WHERE SERVICE IS AVAILABLE AND LS REQUIRED BY TENANT'S APPROVED DESIGN, INSTALL OR AT NO EXPENSE TO LANDLORD, A GAS METER COMPLETE WITH REGULATOR(S), SHUT OFF VALVES, AND ALL OTHER ACCESSORIES PER THE LOCAL UTILITY COMPANY. LOCATE METER AS DIRECTED BY LANDLORD AND UTILITY COMPANY. E. CONNECT TO LANDLORD'S SANITARY, VENT (WHERE PROVIDED), AND COLD WATER PIPING AT LANDLORD'S POINT OF SERVICE CONNECTION. WHERE ADDITIONAL POINT(S) OF SERVICE ARE REQUIRED (AND APPROVED BY LANDLORD) EMPLOY LANDLORD'S CONTRACTOR TO INSTALL TILE ADDITIONAL SERVICE CONNECTIONS PER THE SHOPPING CENTER'S STANDARDS AT NO EXPENSE TO LANDLORD. F. WHERE AN EXISTING FLOOR MUST BE REMOVED FOR INSTALLATION OF UNDERGROUND POING, SAW CUT THE EXISTING FLOOR AND REPLACE THE FLOOR PER LANDLORD'S REQUIREMENTS. (SEE DETAILS THIS SHEET) G. ALL UNDERGROUND PIPING AND AREAS WHERE FLOOR HAS BEEN REMOVED SHALL BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO 92% MODIFIED 1rfiOCTOR. WHERE STRUCTURAL SLAB OCCURS, BACKFII.LIS NOT REQUIRED. H. FURNISH AND INSTALL AIR CHAMBERS ON EACH HOT AND COLD WATER SUPPLY TO EACH PLUMBING FIXTURE. I. PLUMBING FIXTURES THE FOLLOWING IS A MINIMUM SPECIFICATION FOR FIXTURES: 1. WATER CLOSET - AMERICAN STANDARD 2109.•405 CADET WITH CHROME SUPPLY AND STOP AND OPEN FRONT WHITE SEAT AND SEAT COVER. 2. LAVATORY - AMERICAN STANDARD 0351.012 LUCERNE 20" X 18" WITH WALL HANGERS, CHROME SUPPLIES AND STOPS, AND 1-1/2" CHROME TRAP WITH CLEANOUT. 3. HOT WATER HEATER - A.U. SMITH -° 6 GALLON, 1500 WATTS INSULATED PER ENERGY CODE. T & P VALVE SHALL BE PIPED FULL SIZE AND SAFEWASTED TO A FLOOR DRAIN. CONTRACTOR SHALL INSTALL A WATTS 36A VACUUM RELIEF VALVE ON COLD WATER FEED LINE TO HEATER. HEATER SHALL HAVE A S --YEAR WARRANTY. 4. FLOOR DRAIN - JOSAM 30003 - FOR TILE FLOORS WITH A NICKEL, BRONZE OR BRASS FINISH. 5. CENTER SET FAUCET - AMERICAN STANDARD - 2103.703 CHROME PLATED WITH POP UP WASTE. III.• FIRE SUPPRESSION SYSTEMS A. TENANT'S SPRINKLER SYSTEM SHALL BE INSTALLED FROM LANDLORD'S SPRINKLER BUNK MAIN SERVICE PROVIDED BY LANDLORD FOR THE PREMISES OR, EN THE EVENT A SPRINKLER SYSTEM EXISTS, MODIFY THE EXISTING SYSTEM. IN THE EVENT TENANT REQUIRES LARGER OR ADDITIONAL SPRINKLER SERVICE, TENANTS CONTRACTOR, SHALL EMPLOY LANDLORD'S CONTRACTOR TO INSTALL ADDITIONAL SERVICE OR INCREASED SIZE OF. SERVICE(S). B. FURNISH, INSTALL, EXTEND, OR MODIFY (IF EXISTING) TO PROVIDE A SPRINKLER SYSTEM FOR THE ENTIRE PREMISES TO INCLUDE ALL PIPING AND ACCESSORIES PER THE REQUIREMENTS OF ALL APPLICABLE CODES, NFPA -13, LANDLORD AND LANDLORD'S FIRE AND CASUALTY INSURER. C. ALL PIPING SHALL BE DESIGNED AND INSTALLED PER NFPA -13 ORDINARY HAZZARD PIPE SCHEDULE, OR, IF A HYDRAULICALLY DESIGNED SYSTEM IS REQUIRED, CRITERIA FOR SYSTEM DESIGN SHALL BE DENSITY - SALES .15 GPM PER SQ.FT. - STOCK .18 GPM PER SQ.FT. FIRE AREA - i4)ST REMOTE 2500 SQ.FT. CLASSIFICATION GROUP II ORDINARY HAZARD. OBTAIN FLOW MIMUM OF SPRINKLER HEADS SHALL BE 130 CONNECTION H D. MAXIMUM PER HEAD IN SALES AREA AND 100 SQ.FT. PER HEAD IN Ax STORAGE AREAS. E. SPRINKLER HEADS U. SALES AREA SHALL BE iP'OLISHED CHROME PENDANT 212 DECREES RATING WITH ONE (1) PI£CLa MAX1hUM DEPTH 3/4" POLISHED CHROME ESCUTCHEONS. SPRINKLER HEADS IN STOCK ROOM SHALL BE PENDANT OR UPRIGHT, BRASS OR CHROME, 286 DEGREES RATING. SPRINKLER HEADS IN POP -OUT STORE FRONT SHALL. BE FLUSH MOUNTED, 212 DEGREES RATING WITH POLISHED CHROME COVER PLATE. P. CONTRACTOR SHALL OBTAIN FROM LANDLORD THE LANDLORD'S FIRE AND CASUALTY INSURERS NAME, ANDRESS, AND PROJECT INDEX E7UMBER. PRIOR TO INSTALLATION CONTRACTOR SHALL SUBMIT SEVEN (7) SETS OF CALCULATIONS AND SEVEN (7) SETS OF PRINTS OF SPRINKLER DESIGN TO LANDLORD'S FIRE AND CASUALTY INSURER FOR APPROVAL. UPON APPROVAL. AND BEFORE INSTALLATION, CONTRACTOR SHALL FORWARD ONE (1) REPRODUCIBLE SEPIA OF THE APPROVED DESIGN AND NO (2) BLUE LINE PRINTS, WHICH SHALL HAVE THE LANDLORD'S INSURER'S APPROVAL STAMP, TO THE LANDLORD FOR LANDLORD'S APPROVAL AND RECORDS. CONTRACTOR TO OBTAIN ALL OTHER APPROVALS FROM APPLICABLE AUTHORITIES AND SUBMIT APPROVED PRINTS TO LANDLORD FOR LANDLORD'S RECORDS. G. HOODS SHALL INCORPORATE AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM PER APPLICABLE CODES AND LANDLORD'S FIRE AND CASUALTY INSURER. R. FURNISH AND INSTALL INSPECTORS TEST CONNECTION, DRAINS, ETC., AS MAY BE REQUIRED BY LANDLORD. I. REIM IRSE LANDLORD FOR COSTS OF DRAINING AND REFILLING LANDLORD'S SPRRINKLER SYSTEM WHERE SAME IS REQUIRED TO COMPLETE TENANT'S SPRINKLER SYSTEM, J. ALL OTHER CODE OR LANDLORD REQUIRED FIRE PREVENTION SYSTEMS AND ACCESSORIES SHALL BE INCORPORATED AS PART OF THIS SCOPE OF WORE. K. TENANT'S SPRINKLER PIPING 4" AND LARGER SHALL BE INSTALLED WITH HANGERS AT EVERY BAR JOIST WHEN INSTALLED PERPENDICULAR TO BAR JOISTS AND, WHEN INSTALLED PARALLEL TO JOISTS, WITH MANGERS SUPPORTED FROM VJO BAR JOISTS EVERY 6'0" ON CENTERS. ALL HANGERS AND /OR SUPPORTS SHALT. BE INSTALLED WITHIN 6" OF A JOIST PANEL POINT. I3 PreLnt,nat L. [ Adyaoed Copy' IN APPd: for C,orlsifuttgorl LANDLORD'S MINIMUM MECHANICAL SPECIFICATIONS FOR TENANT AREAS IV. HVAC AT HVAC SYSTEM CRITERIA I. TENANT SHALL DESIG)+1, FURNISH AND INSTALL A COMPLETE HVAC SYSTEM TO HEAT AND COOL THE ENTIRE PREMISES IN STRICT CONFORMANCE WITH THE CRITERIA AND DESCRIPTION CONTAINED HEREIN. 2. THE HEATING AND COOLING SYSTEM DESIGN SHALL BE BASED ON THE APPLICABLE STATE AND LOCAL CODE(S) AND THE INFORMATION PROVIDED ON THE ATTACHED CALCULATION FORM, WHICH IS DERIVED FROM THE MOST RECENT DESIGN CONDITIONS TESTED IN THE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR - CONDITIONING ENGINEERS, (A.S.H.R.A.F.) MANUAL. 3. HEAT GAIN CALCULATIONS SHALL BE BASED UPON THE MONTH, DAY AND HOUR OF PEAK SOLAR, THERMAL AND INTERNAL HEAT GAINS USING CODE REQUIRED MINIMUM OUTSIDE AIR QUANTITIES AT DESIGN CONDITIONS. 4. HEAT LOSS CALCULATIONS SHALL BE BASED UPON THE FULL HEAT LOSS AND CODE REQUIRED MINIMUM OUTSIDE AIR • REQUIREMENTS AT DESIGN CONDITIONS (CREDIT SHALLNOT BE TAKEN FOR INTERNAL HEAT GAINS). 5. THE FOLLOWING SHALL BE APPLICABLE TO THE CALCULATIONS FOR SPECIAL OCCUPANCIES (E.G., BEAUTY SALONS, PCT SHOPS, BARBER SHOPS, GAME OR AMUSEMENT FACILITIES, PHOTOFINISHING ESTABLISHMENTS, RESTAURANTS, ETC.) : a) CODE REQUIRED OCCUPANCY LEVEL. b) CODE REQUIRED OUTSIDE AIR QUANTITIES. c) ALL HEAT PRODUCING GAS OR ELECTRIC APPLIANCE LOADS WITH LANDLORD APPROVED DIVERSITY FACTORS. d) LANDLORD MAKE -UP AIR REQUIREMENTS. 6. EXCEPT M'OR SPECIAL OCCUPANCIES, TENANT'S HVAC SYSTEM SHALL MAINTAIN A SLIGHT POSITIVE PRESSURE DIFFERENTIAL BETWEEN THE PREMISES AND THE ENCLOSED MALL AND OTHER COMMON AREAS OF THE SHOPPING CENTER. 7. UNLESS OTHERWISE PERMITTED BY LANDLORD, OUTSIDE AIR, RELIEF AIR, EXHAUST AIR OR ANY OTHER TYPE OF OPENING OR GRILLE SHALL NOT BE PERMITTED IN OR ON ANY DEMISING PARTITION, SERVICE CORRIDOR WALL OR EXTERIOR WALL. OF THE PREMISES OR EXTERIOR WALL OF THE SHOPPING CENTER. 8. HVAC SYSTEM OPERATION a) IF, AT ANY TIME DURING THE TERM OF THE LEASE, LANDLORD DETERMINES TENANT'S HVAC EQUIPMENT OR SYSTEH IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORD'S REQUIREMENTS, LANDLORD MAY, IN ADDITION TO ANY OTHER RIGHTS AND REMEDIES ITMAY HAVE, AFTER GIVING FIVE (5) DAYS WRITTEN NOTICE TO TENANT OF ITS INTENTION TO DO SO, CORRECT SUCH OPERATIONAL DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FOR THE CORRECTION OF SAME DIFFICIENCIES PLUS A FIFTEEN PERCENT (15X) ADMINISTRATIVE CHARGE AND THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO LANDLORD UPON !)EMAND. B. WHERE HVAC UNIT(S) IS TO BE REPLACED OR, WHERE A NEW INSTALLATION 1S REQUIRED, THE HVAC SYSTEM SHALi. BE A SPLIT SYSTEM AIR COOLED ROOF MOUNTED CONDENSING UNIT AND AN AIR HANDLING UNIT SUSPENDED IN AN ACCESSIBLE LOCATION WITHIN THE TENANTS SPACE UTILIZING A DIRECT EXPANSION REFRIGERANT 22 EVAPORATOR COIL, SENSIBLE CAPACITY MUST MEET OR EXCEED THE CALCULATED LOAD. EQUIPMENT SHALL BE EQUAL TO CARRIER, TRANS, OR YORK. C. AIR HANDLING UNIT SHALL CONSIST OF HEAVY CONSTRUCTED INDIVIDUAL MIXED AIR, FILTER, COIL AND FAN SECTIONS ASSEMBLED IN A MANNER TO ACCOMMODATE REPAIR OR REPLACEKENT OF EACH SECTION. UNIT ARRANGEMENT SHALL. BE OF THE DRAW THRU TYPE WITH A BELT DRIVEN FAN CAPABLE OF EXTENDED FAN PERFORMANCE INCLUDING HIGH PRESSURE DUCT APPLICATION. D. CONDENSING UNIT SHALL CONSIST OF A NON FUROUS CONSTRUCTION CONDENSING COIL, HERMETIC DESIGN COMPRESSOR(S) WITH EXTERNAL VIBRATION ISOLATORS; DIRECT DRIVE PROPELLER TYPE CONDENSING FANS AND FUSED DISCONNECT SWITCH PER NATIONAL ELECTRIC CODE. UNIT CONTROLS SHALL BE FACTORY WIRED. SAFETY DEVISES SHALL. CONSIST OF HIGH AND LOW PRESSURE SWITCHES .:ND COMPRESSOR OVERLOAD DEVISES LOW OUTt)OOR AIR TEMPERATURE HEAD PRESSURE CONTROLLER TIMER TO PREVENT SHORT CYCLING OF COMPRESSOR AND CRANKCASE HEATER. E. REFRIGERANT PIPING SHALL BE TYPE "L" COPPER TUBING, CLEANED BY THE MANUFACTURER, ENDS CAPPED. FITTINGS SHALL BE FORGED OR WROUGHT COPPER WITH SILFOS 5 SILVER BRAZED JOINTS. PIPE HANGER DESIGN SHALL PREVENT VIBRATION FROM BEING TRANSMITTED TO THE BUILDING STRUCTURE. INSULATE REFRIGERANT PIPING WITH 1" THICK ARMAFLEX APPROVED FOR PLENLM USE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL JOINTS SEALED VAPOR TIGHT. REFRIGERANT PIPING SHALL BE ROUTED TO TENANTS SPACE BELOW ROOF IN CORRIDOR AS ,DESIGNATED BY LANDLORD. CONTRACTOR TO INSTALL PIPING, ELECTRICAL POWER AND 24 VOLT CONTROL SERVICE TO CONDENSING UNIT IN EXISTING REFRIGERANT CHASE OR, WHEN PERMITTED, AS DETAILED ON THIS DRAWING. SEPARATE ROOF PENETRATION FOR EACH PIPE SHALL NOT BE PERMITTED. PIPING LAYOUT SHALL ACCOMMODATE MOVEMENT FROM PIPE EXPANSION AND BUILDING 5XPANSIT)N /EART4QUAKE JOINTS. F. OUTSIDE AIR: CONNECT TO THE OUTSIDE AIR BRANCH DUCT PROVIDED BY LANDLORD AND EXTEND TO THE MIXING BOX SECTION OF THE AIR HANDLING UNIT. OUTSIDE AIR QUANTITY SHALL BE AT MINIMUM DETERMINED BY LANDLORD'S CRITERIA, FEDERAL, STATE, COUNTY OR CITY CODES OR STANDARDS. OUTSIDE AIR DUCT SHALL BE EXTERNALLY INSULATED WITH FOIL FACED 1" FIBERGLASS INSULATION. OUTSIDE AIR DAMPER MOON SHALL BE SPRING RETURN TYPE TO CLOSE WHEN HVAC EQUIPMENT FAN IS OFF. G. TEMPORARY WORK PLATFORM (MIN. 4' -0" WIDE) IS REQUIRED CONSISTING OF PLYWOOD COMPLETELY SURROUNDING THE ROOFTOP UNIT(S) AND OTHER EQUIPMiENT OR DUCTS THROUGH THE ROOF. THE ENTIRE WORKING AREA SHALL REMAIN OM ROOT DURING THE ENTIRE PERIOD OF INSTALLATION AND SHALL RE REMOVED FROM THE ROOF AND THE SHOPPING CENTER SITE UPON COMPLETION OF THE INSTALLATION BY CONTRACTOR. H. ALL ROOF MOUNTED FANS, SMOKE RELIEF VENTS, TOILET EXHAUSTERS, AND MISCELLANEOUS EQUIPMENT SHALL BE OF ALUMINUM CONSTRUCTION, WITH FABRICATED ROOF CURBS AS DETAILED ON THIS DRAWING. ALL SERVICES TO ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED WITHIN THE CONFINES OF THE EQUIPMENT CURB, EXCEPT GAS PIPING. SEPARATE ROOF PENETRATIONS FOR UTILITIES TO ROOF MOUNTED EQUIPMENT WILL NOT BE PERMITTED. I. GOOSENECKS SHALL NOT BE INSTALLED UNLESS SPECIFICALLY APPROVED BY LANDLORD. J. LABEL ALL TENANT ROOF MOUNTED EQUIPMENT WITH TENANT'S NAME AND UNIT NUMBER WITH A MINIMUM OF 1 -1/2" STENCILED LETTERS. K. FRAME ALL SIDES OF ROOF PENETRATIONS IF ONE SIDE OF PENETRATION IS GREATER THAN 12 INCHES WITH 3" X 3" X 1/4" ANGLE TO SUPPORT THE METAL DECK. ANGLES SHALL BE CLAMPED TO THE STRUCTURAL STEEL JOISTS, B A?1S, OR GIRDERS AND OM SHALL BE INSTALLED TIGHT TO THE BOTT OF THE METAL DECK. INSTALLATION SHALL BE AS APFROVED\BY THE LANDLORD. L. FANS 1. EACH TOILET ROOM SHALL HAVE A TOILET EXHAUST FAN, CONTROLLED BY THE LIGHT SWITCH, SIZED PER CODE AND RATED AT MINIMUM .I0" EXTERNAL.. STATIC PRESSURE. TOILET(S) EXHAUST FANS SHALL BE CEILING MOUNT NN WITH INTEGRAL GRILLES, BACKDRAFT DAMPER AND CEILING FIRE DAMPER. FAN SHALL BE PENN, FASCO, NUTONE Of OTHER APPROVED. EXTEND TOILET EXHAUST DUCT TO THE EXTERIOR AS SHOWN ON THE TYPICAL TENANT DRAWING AND DETAILED ON THIS SHEET. 2. ALL FANS REQUIRED FOR RELIEF, MAKE -UP AIR OR EXHAUST (EXCEPT TOILET ROOM) SHALL BE ROOF MOUNTED *ND OF A CENTRIFUGAL TYPE WITH A BELT OR DIRECT DRIVEN ENCLOSED MOTOR OUTSIDE THE AIR STREAM CLASS B TY , MOTORS SHALL BE USED FOR HIGH TEMPERATURE APPLICATIONS. ALL ROOF MOUNTED FANS SHALL INCORPORATE COUNTER ALANCED BACK DRAFT DAMPERS AND A SERVICE DISCONNECT SWITCH AT THE FAN. / M. ROOF MOUNTED EQUIPMENT PROJECTIONS: NONE OF TENANT'S HVAC EQUIPMENT OR ANY OTHER TENANT ROOF MO CONSTRUCTION SHALL BE VISIBLE ABOVE THE EXTERIOR WALL PARAPET, UNLESS OTHERWISE PERMITTED BY LANDLORD. IF PERMITTED, TENANT SHALL, ATETENANT'S EXPENSE, PAINT ALL SUCH HVAC EQUIPMENT OR ROOF MOUNTED CONSTRUCTION AND /OR PROVIDE SCREENING FOR SAME AS MAY BE REQUIRED BY LANDLORD. N. ELECTRIC DUCT HEATERS SHALL BE OPEN COIL, SLIP -IN, MO CLEARANCE, V.L. APPROVED HEATERS WITH FUSED DISCONNECT SWITCH, AUTOMATIC RESET IH THE CONTROL CIRCUIT, MANUAL RESET THERMAL CUT-OJT IN THE POWER �IRCUIT, 24 VOLT HOLDING COIL(S) FOR EACH STAGE AND AN AIR FLOW SWITCH TO PROVE AIR FLOW PRIOR TO HEATER OPERAT ON. O. DIFFUSERS, GRILLES, AND REGISTERS SHALL BE STEEL OR ALUMINUM AS MANUFACTURED BY TITUS, BARBER- COLMUN, ARNES, OR OTHER APPROVED WITH OPPOSED BLADE DAMPERS. RETURN AIR BETWEEN STOCK AND SALES AREA SHALL NOT RELY PON ANY ACCESS WAY BETWEEN STOCK AND SALES AREAS. P. RETURN GRILLES OR REGISTERS FOR CEILING PLENUM RETURN SYSTEMS SHALL BE SIZED BASED ON THE LARGER OF 300 FPM MAXIMUM FACE VELOCITY OR ONE SQUARE FOOT OF GRILLE AREA FOR 300 SQ.FT. OF CROSS LEASABLE AREA. Q. AIR BALANCE ALL EQUIPMENT, DIFFUSERS, REGISTERS AND GRILLES TO THE AIR QUANTITIES INDICATED ON THE PLANS OR ON THE SCHEDULE. R. DUCTED RETURN AIR SYSTEMS SHALL ONLY BE INSTALLED WHEN REQUIRED OR APPROVED BY LANDLORD. WHEN A DUCTED RETURN AIR SYSTEM IS REQUIRED (OR PERMITTED) BY LANDLORD, ORNTRACTOR SHALL FURNISH AND INSTALL RELIEF GRILLES IN CEILING 10 PREVENT FREEZING. RELIEF GRILLES SHALL. BE SIZED AT I SQ. FT. PER 300 SQ. FT. LEASABLE AREA. DUCTED RETURN AIR SYSTEM GRILL..ES SHALL BE SIZED FOR A MAXIMUM OF 500 F.P.M.VELOCITY. S. IF A CONDITION THAT CAUSES CONDENSATE TO FORM ON ANY MALL OR TENANT SURFACE, EXTERNALLY INSULATE ALL THESE SURFACES WITHIN THE P9EMIEES WITH 1" THICK FIBERGLASS INSULATION WITH AN INTEGRAL VAPOR BARRIER. T. FLEXIBLE CONNECTORS ARE REQUIRED ON ALL DUCTWORK CONNECTIONS TO AIR MOVING EQUIPMENT INCLUDING AIR HANDLING UNITS AND EXHAUST FAN(S). U. FIRE DAMPERS ARE REQUIRED TO BE INSTALLED IN ALL CEILING DIFFUSERS, GRILLES AND REGISTERS, ANY OPENING IN THE PARTITION SEPARATING STOCK AND CAGES AREAS WHERE THE OPENING OCCURS BELOW THE LEVEL OF THE SPRINKLER PRYrECTIOH OR WHERE NO CEILING EXISTS IN THE STOCK AREA AND PENETRATIONS OF FIRE RATED CONSTRUCTION PER CODE. FIRE DAMPERS SHALL BE U.L. LISTED AND INSTALLED PER MANUFACTURERS REQUIREMENTS. FIRE DAMPER(S) SHALL BE RUSKIN, AIR BALANCE, OR OTHER APPROVED. V. ALL DUCTWORK, FITTING';, HANGERS, FABRICATIONS, INSTALLATIONS, MATERIALS AND METHODS SHALL AE GALVANIZED SHEET METAL FABRICATED AND INSTALLED IN STRICT ACCORDANCE WITH THE 1969 FOURTH EDITION OF SMACNA AND AS DETAILED. WHERE APPROVED FOR INSTALLATION BY THE LANDLORD, FIBERGLASS DUCTWORK SHALL BE 1" JOHNS-MANVILLE TYPE- 800 -HDiF FACING INSTALLED PER THE MANUFACTURER'S AND Si4ACNA'S REQUIREMENTS. ALL DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIELE. ALL DUCTWORK AND EQUIPMENT IN PUBLIC AREAS SHALL BE CONCEALED. ROOF MOUNTED DUCTWORK SHALL NOT BE PERMITTED UNLESS WRITTEN PERMISSION IS OBTAINED !'ROM LANDLORD. WHERE SATE IS PERMITTED BY LANDLORD, ALL SEAMS SHALL BE SOLDERED AND ALL DUCT WORK SHALL BE INSTALLED, SUPPORTED, AND INSULATED AS REQUIRED BY LANDLORD. W. FLUES SHALL BE METALB*STOS TYPE B OR, IF MORE STRINGENT, AS REQUIRED BY CODE. X. FLEXIBLE DUCTWORK SHALL. ONLY BE PERMITTED 'LO BE INSTALLED FOR FINAL CONNECTIONS TO DIFFUSERS, THE MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE LIMITED TO 5'-0" FOR ANY ONE DIFFUSER CONNECTION. FLEXIBLE DUCT MATERIAL SHALL HAVE A FLAME SPREAD LESS THAN 25 AND A SMOKE DEVELOPED RATING LESS THAN 50. Y. CONTRACTOR SHALL SEAL MALL DUCT PENETRATIONS AT DEMISING WALLS WITH MATERIAL APPROVED BY APPLICABLE CODE AUTHORITIES. .9.04.04,1rearimmewmasirpermSolinumrilibeilimIll 111111II IIII1IIIII1111III !111111IIII1III141)11 111(IIi,111P 111!11111 II IIIIJII I!(1!II! Jilin! 11111 1IItII!!!III!1111111!1IIII!lifi 2 3 4 0 16TNSINCM 0C 6Z 13G GZ 9Z CZ hZ CZ ZZ to C ' 6l 8t a 9t St hl Et Zt LI. 01, 6 8 L 9 S t' C G I t W W 0 I111I�iit1h111!!{ Ill illlt! Iil�l!! iilllllllll'! 1111111l�IIIIIIII! Iiilililll!!III�III!�iil(I! { I! �1! IIi�IIII, IIIII�I!!I IIIi!,! IIII! IIl�IIIII! li! II { Iliiil!�lIIIIII!I'IIIIIII!I�I' VIII( iIl llfil 11�111l IIi�IIII�IIII�IIIIIII II�iIIIII! II�IlII�IIII! III iIlllllliillllll�lIIIlllll !llllIlliii!IIIIIIII!IIIII I1111!111,11r)j 6 7 8 9 NOTE: If the microfilmed document is less clear than this . notice, it is due to the quality of the original document. I II1 l I I I'I 10 11 ►,..I «morT 12 2. CONTROLS, WIRING AND MISCELLANEOUS RF. LREMENTS I. TEMPERATURE CONTROLS SHALL BE A MAXIMUM OF 24 VOLTS. ALL CONTROL WIRING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NATIONAL ELECTRIC CODE. . 2. ALL EXISTING AND NEW WIRING IN PLENUM AREAS SHALL BE MODIFIED AND /OR INSTALLED IN CONDUIT OR CABLE LISTED FOR USE IN PLENUM AREAS. FIELD VERIFY ALL EXISTING WIRING TO DE' "NE THE EXTENT OF THE REQUIRED MODIFICATION. 3. CONTROL WIRING FOR HVAC CONTROL. SHALL BE MULTICOLORED CABLE. 4. 'THERMOSTATS FOR TEMPERATURE CONTROL SHALL BE OF THE MERCURY TYPE OR OTHER LANDLORD APPROVED, WITH SWITCH BASE FOR FAN ON -OFF AND SELECTION OF HEATING AND COOLING WITH STACING,AS REQUIRED. M)DIFY INSTALLATION OF ALL CONTROL WIRING AS REQUIRED BY LANDLORD FOR PROPER OPERATION OF THE HVAC SYSTEM. 5. FURNISH AND INSTALL STARTER FOR EVAPORATOR FAN. 6. HVAC EQUIPMENT SHALL INCORPORATE A RICH TEMPERATURE LIMIT DEVICE TO DE- ENERGIZE THE EQUIPMENT IF THE DEVICE IS ACTIVATED. 7. FURNISH "AS BUILT" DRAWINGS OF THE TEMPERATURE CONTROL SYSTEM INCLUDING ALL CONTROL DIAGRAMS AS SUPPLIED SY THE EQUIPMENT MANUFACTURER AND ALL FIELD INSTALLED WIRING AND CONTROLS. AA. WHERE THE TENANT ELECTS TO RE -USE, AND THE LANDLORD HAS APPROVED THE RE -USE OR RENOVATION OF AN EXISTING HVAC SYSTEM, TEM, REPAIR OR REPLACE ALL OR PART OF THE HVAC EQUIPMENT 70 ENSURE PROPER AND EFFICIENT OPERATION OF THE HVAC SYSTEM(S), ENSURE THE HVAC SYSTEM IS CAPABLE OF MAINTAINING THE SPACE. TEMPERATURES WITHIN THE LEASED PREMISES IN ACCORDANCE WITH THE LANDLORD'S, LOCAL., STATE, AND FEDERAL. REQUIREMENTS; AND PROVIDE WRITTEN CONFIRMATION TO LANDLORD. BB. TENANT ELECTS NOT TO RE -USE EXISTING EQUIPMENT, CONDUIT, OR PIPiNC, INCLUDING BUT NOT LIMITED TO ANY. ROOF MOUNTED EQUIPMENT, TENANT SHALL AT TENANT'S EXPENSE REMOVE SUCH PARTS OF THE SYSTEM AND EQUIPMENT NOT BEING RE -USED INCLUDING CURBS AND UTILITY SERVICES TO SUCH FQCIiPMENT. TENANT SHALL PERFORM ALL NECESSARY REPAIRS TO THE ROOFING SYSTEM AND /OR ADJACENT CONSTRUCTION IN ACCORDANCE WITH THE LANDLORDS CRITERIA AND DETAILS INDICATED ON THIS DRAWING. CC. HVAC EQUIPMENT STARTUP FOR NEW HVAC UNITS: I. PRiOR TO OPENING THE PREMISES FOR BUSINESS, CONTRACTOR SHALL. PROVIDE-LANDLORD WITH WRITTEN VERIFICATION FROM AN AUTHORIZED REPRESENTATIVE OF THE INSTALLED HVAC' EQUIPMENT MANUFACTURER THAT THE INSTALLED HVAC EQUiPM1.NT iS INSTALLED AND ()1'EMAI'IN(, IN A( :( ;()RI)AN( :F; WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. IN THE EVENT LANDLORD i)ETERNI NE s 'TENANT'S HVAC EQUIPMENT A S NOT OPERATING I N ACCORDANCE WITH THE MANUFACTURER'S REC:OMMENDATI()N5, C()NTRACT(IK SHALL, WITHIN FIFTEEN (I5) DAYS FROM LANDLORD'S WRITTEN NOTICE TO TENANT OR CONTRACTOR OF SAME, CORRECT °KICK ()PEkATIoNAI. DEFICIENCY. RECtIVED CITY OF TUKWiLA JUL 31931 SPERNIFICENTER v. rf ca A Division Of The United G e& She Corporation Cincinnati, Ohio Southcenter Mail Tukwila, Washington i Tele HVAC CalculatiOns . Specifications Seal • 5 DM* �� • ma By Cheek*if 111►" : ` t .�'. A• /ii ■ . f.... ...... z +rtrf C flfrb 1R 2431S Awn T1itUwc�Y �.� " (504) 13�, Tit [tocr2?. k 7 ArcP.. :efr's ,Prcr)act No ..._:. 0 2 ThcS dfa ing:'S, the 'prropertY ot;'L iE AACHI T EC: , TURE GROUP and i5 rto , th be Qz uce.d t r copied ihote of in pail 111s,;b(1ty to l) in w +3: j i,r the 'protect. and site sptioittc(y. idQhtilied;h l l' " ', 3 nd . iSnaltob OUsed0Tinyotherpro1ccl ` f •{ .ti r s returned upon request • Scales as staled hereon' ore valia*Ii ttra original ''flrawlru9 only. COO actor shalt dimensions and cofirl(tttxta shown het t riru aC, " • once' report to the AtchitOct any ;errcx. ftt4 h isj tcncy or .orilissiOn he may disOpyet .. r , • • . • : the d parts of the Work. Valves ehall be provided 'on ell inlet end outlet aonnectien* of 411 kinds apparatus and fixtures Old on 011 branch lines near supply of group ,of eta, Prgv1de valves in main water lines lixtures, by fend also on supplies of etelipmenti All cutoff valves shall be ball valves. B. The supplY to each 'axture and each piece of equipment hereinafter specified or shown on the plans shall be equipped with a stop valve. Valves, cooks, etc., whore pips is chromepleted, shall have similar finish. ;.15 C AND AfA7us A. Before receiving final approval from the Architect, the Contractor shall clean out ell lines, adjust all valves, control equipment tnd other equipment. l.la PARTS LIST AND INSTRUCTION !.`.MUAI.S A. Thia Contractor shall deliver to the General Contractor three (3) copies of the printed instruction relating to equipment operation, proper maintenance and repair parts list indicating the various parts by namn, number, and diagram for each piece of equipment installed. Tha shop drawings, control diagjrans, parts list and maintenance and repair instruction ehall be neatly bound and turned over to the Architect before acceptance of the building. 1.17 G'PARANTEE A. This contractor shall guarantee s►aterials, equipment a nd workeaar+shi installed and F performed under this contract for a peeled o. t one year from date of the tins,l completion ant oftic:al acceptance of the contract. B. He stall turnish free of charge to Owner all materials and labor necessary to comply with the above guarantee, which ehall 'a cased on defective materials and /or workmanship, and on s'clt basis shall be responsible if a deficiency is foetid, for any ae a res nt, replacement, or correction which may be nre:etre,sary to rest re the project to firer - class condition. ° END OF SECTION 15A-5 - . - DIVISION It - KCC1IAHICAL Ikrarial 1UTI,.1!!iD 6iYJE•�5-- ------ •- . • , y • - 1. J. 1.09 A. 1 •10 A. 1.11 ' A. B. C. D. E. F. C. 1.12 A. Round sheet metal ductwork shall be rigid snaplock construction of gauge previously Mpecified. Joints *nail be .secured with minimum four chest metal screws, then wrapped with duct tape. Round ductwork shall•be insulated with 1- • `/2" thick,' 314 lb./cu.ft. density with foil -fact vapor barrier. 7111 joints shall be stapled and taped. Round Clexible factory- insulated ductwork *by be used in lieu of rigid sheet metal duct with field- applied insulation on final connections to diffusers, however, fle lble duct .length shall not exceed five (S) feet in length. All duct materials, insulation, mastic, fasteners, etc., shall have UL listing of flame spread not over 25, smoke developed rate not over 50, and shall comply with applicable provisions of NFPA 90. All duct clearances end routings shall be field checked and coordinated Kith other Credws before duct is fabricated. Any rteulting conflicts, obstructions, etc. shell be revolved by trenstorainq, offsetting, or dividing into ducts of same cross eer:tional area at no additional cost. Such chateges shall not be made until approval is received from Architect. DUCT LINING Line all rectangular supply, return, and transfer air ducts with one inch t hickness black vinyl coated glees bier duct lining. 1 - 1/2 lb. /cu.ft. minimum density. Sheet metal contractor shall exercise care in cutting and fitting lining material to the interior of the duct. Cuts should be sharp and clean with all joints tight. Lining materials to, be applied by spraying back and all edges of sheets with waterproof duct lining cement. FIBEROUS C0..a5.1 DUCT SYSTEM The general contractor, with approval of the landlord, may furnish "Ovens Corning" 1800FR or 1800FRK or equal fiberglass duct for ,all supply and return ductwork where the air velocity is under 2400 FPM, static pressure is 2" or less and the air temperature is 250 degrees F. or less. System shall be fabricated, reinforced and installed in accordance to the "Si4ACNA" publications, Fiberous Glass Duct Construction Standards, fourth edition, 1979. 15C -4 CONTROLS This Contractor shall furnish and install complete temperature control systems es herein specified, including all devices and wiring. Wiring shall be installed in conduit same as specified under the Electrical Division of these specifications. Provide and install a 7 -day electric time clock with 8 -hour spring reserve Thera indicated on plans. Clock shall include an On -Off Auto switch and be wired complete with any required transformers, relays, etc. to automatically control air handling units /electric duct heaters. Provide and install a relay in each control system for wiring by the Electric Contractor to the Raster Fire Alarm system, Reiays shall service to de- activate heating /cooling in the event of any fire alarm. Smoke detectors will be provided and installed in each air hr.ndlln nit supply duct by the Mechanical g U pP Y Y contractor. The Mechanical Contractor shall be responsible for wiring from such smoke detectors to each r espective control system to s deactivate heating /cooling unit u on detection of roduct of combustion. p p Provide and install firestats equal to Simplex Model A25CP in tho ret.u:r air of each air handling unit to turn elf blower motor if the temperature exceeds 125 dog. F. The Electrical Contractor shall be responsible for wiring to the Hall's master file fire alarm system. Doom thermostats shall be >r <,unted at 4 feet above floor. Final location field verify with the Owner. TESTING AND BALANCING The work required herein shall conoist of the measurement and settine of air flow facilities provided or specified for mechanical systems, recording data, making tests, and preparing reports. The work covered under this section of the specification shall be performed after all previously specified systems have been completely installed. All 15C -5 a. . + • . • ° ' ' ' . ' . • . t . ' • • . - ' • • • - ^-• ---- Nate: Table of Contents and Divisions 0 through 16 are included for cpntlraotors' convenience only. Nua►bar of pages oust be checked is aino- gg actual pages of specifications. Contractor to determine applicable divisiane for required work as described in the included contract documents. »IyISjQlt,la _tiiSfilil+Nl�Olr I$ARELE E, ABL ..ti9 Section 15A Mechanical Provisions 15A 1 -5 PH - 1.0 150 Plumbing ISO 1 - 6 PH - 1.0 15C A/C, Heating and Ventilating 15C 1 - 6 PH - 1.0 ' • • it MTC -1 DIVISION' lea - atEC.•HANIC•AL 1.:1 1 11A .7 Fiealatd c r::Sr Tt- P8oaellQNS -la eeee9IAe4NitrrIQUING- PART 1 GENERAL 1.01 1.Z ?ZEtENCES A. Th4 General Conditions 4nd Supplementary Conditions of the General Specifications and Section I of the Mechanical Specifications shall govern work performed under this section. _ 1.02 SCOPE A. The scope intended under this section of the epecitications comprise the furnishing of labor and materials necessary for the complete installetion of the air conditioning, heating, and ventilating systems including equipment, piping, ductwork, controls, accessories, etc., as indicated or reasonably implied by the drawings and as herein specified. B. Contractor shall verify all as -built site conditions prior to bid and include in bid all costs to make field coordination and adjustment to duct work tor fit into existing structure. Contractor shall verify and f ield ' coordinate f inal location of mechanical equipment. C. If existing HVAC unit(s) reused, contractor to provide one time maintenance on existing equipment such as replacing tan belts, oiling motors, cleaning coils, changin, filters etc., a n d may be required to check out unit at beginning of to the architect. roblems report and a re construction A A D. If installation varies from the contract drawing the general contractor will be responsible for obtaining as -built drawing from the subcontractor and s:bmitting same to Lens Crafters. 1.03 1 .03 LOW PRESSURE DUCTt•'OkK A. Low Pressure rectangular ductwork shall be constructed in accordance with the ;1988 Achrae Handbook, Equipment Volume, for commercial construction. 15C -1 B. Rectangular ductwork shall be galvanized steel with gauges as follows: Maximum Size Gauge metal Up thru 70" No. 24 31" thru 60" No. 22 61" thru 84" No. 20 85" and over No. 18 B. Round ductwork shall conform to tables 7A and 78, 26 gauge minimum. 1.04 PIPE AND FITTINGS A. Condensate drain piping shall be A.B.S. 1.05 HEATING, VEHTII.ATION AND ATR CONDITIONING A. The HVAC units shall be installed in the locations shown on the mechanical sheets. : Units B. TYPE: shall be the type specified on mechanical sheet yP A or equal. C. PERFORMANCE: Capacities shown on mechanical sheet. 1.06 DIFFUSERS, , GRILLES, AND REGISTERS A. Ceiling diffusers In ley -In ceiling areas shall be equal to ieitalaire Series 5oog with 24" x 24" panel to accommodate installed ceiling system. Verify ceiling system manufacturer with the General Contractor. Diffusers shall be aluminum construction, finished with a baked -on white enamel finish, complete with an opposed blade deeper. Other approved manufacturers are Krueger and Titus. B. - Return air grilles shall be aluminum grid type with 1/2" x 1/2" x 1/2" grid and frame compatible with installed ceiling system. Grilles shall have a baked -on white enamel finish. 1.07 FLEXIBLE ROUND DUCTWORK A. Factory- insulated flexible round ductwork shall comply with the requirements of UI. Standard 181, Class 1, and NFPA 90A. Duct shall be constructed of aluminized mylar laminated to a corrosion resistant steel wire helix. 15C -2 DIV1610M 16 ^ MELIUOTIc L B 1411_iSn - _Ewe eutc PART 1 GENifRAL • 1.01 GENERAL CONOTTIOt'S A. The General Conditions and Supplementary Conditions of the General Specifications are made a part of these specificationns and apply the same as if attached hereto. The Mechanical .: ontractor should, before bidding, read and thorcughly understand these and all other sections relative +:.Hereto. 1.02 GENERieL REQUIREMENTS A. The Mechanical Contractor shall install his work to meet the existing conditions as found at buildings and property, and to accommodate work of other trades. This Contractor shall be rxs on3�.b1e for time! q p timely placing of sleeves in foams before concrete is poured and placing p p g pipes and ducts in floors, wall:, furred spaces, etc., as work progresses so there will be no delay. B. Contractor shall furnish and properly install materials, devices, equipment, insulation, controls, appurtenances. etc., o :ntioned in these specification:. and/or shown on plans e or ze tired to make a complete and satisfactory installation in working order whether fully ehown or not. C. Contractor should visit the site and acquaint himself. thoroughly with conditions governing installation of his . work. 0. All other plans shall be checked in relation to these plans p r so that ell conditions will be furnished and installed in this contract to provide complete and satisfactory systems. 1.03 LAWS, RUL:S AND REGULATIONS A. The entire mechanical work shall comply with rules and regulations of the local and state authorities having jurisdiction including the State Fire Marshall and the State Board of Health. The work shall also conforr to applicable requiremonts of the National Fire Protection J.sscciation. 15A-1 PART 1 GENERAL. 1.01 REFERENCE'S - • A. The General Conditfons and Supplementary Conditions of the General Specifications red Section 15000 of the Mechanical Specifications shall govern work performed under this section. 1.02 SCOPE A. The work intended under this section of the specificetion•e comprises the furnishing of all labor end materials necessary for the complete installation of the plumbing work including equipment, accessories, services, etc., es indicated o reasonably implied by the drawings and an herein specified. At Contractor's direction: n: cut, thread an cap lines a l and d t floor of ceiling as required to facilitate demolition. B. Plumbing work in general includes the furnishing install:nil of the following systems, complete with fixtures, eciaipment, i valves and attendant accessories as indicated or piping t requir ed: 1• Cold water Rystem 2, Not water s system Sanitary drainage system 4 Compressed air system • 1.03 PIPE AND FITTINGS - A. Coated service weight, bell and spigot cast iron with 9 , neoprene gasket joints in accordance with manufacturer's recor.imandations. Piping above grade may have no -huh joints. Above ground waste and vent piping may be Schedule 40 ABS plastic drainage pipe and fittings. PVC is not acceptable within the building. Piping undererourd outside of building and not under parking and drives may be Schedule 40 ABS or PVC plastic drainage pipe and fittings. B. Domestic hot and cold water lines shall be Government Type "L" copper tubing (hard temper for above -slab piping and soft 15B -1 . • • All moeifications required by the acid authorities at any time ahn.: be reads by the Mechanical Contractor without aeditlona, charge. In cases where alterations to or deviations from this specification and accompanying plans are required by :.he authorities, Contractor shall report same to the Archito.-' and 7ibtain his approval before work is started. B. Where laws or local regulations provide that certain accessories such as gauges, thermometers, relief valves and arts be inetalle'd on a u: ant, it shall be understood that p 4 pet such accessories shall no furnished even if no specific A reference to them is made in tho specifications. 1.04 PERMITS AND FEES A. Contractor shall obtain all necessary licenses and permits and shall pay all fees for same where required for work under this contract. 1.05 SPACE REQUIRE CENTS A. Contractor shall check all plans pertaining to this job so as to be fully a ware of the space /imitations for all various items of equipment. Equipment is not to be bid on, submitted for preliminary approval, nor placed on the job if it is bulky and large that adequate access for proper maintenance- and servicing cannot be achieved in the space provided. In general, a minimum three foot clearance shall be maintained cn all sides of equipment requiring maintenance and servicing. 1.06 MATERIAL. AND EQUIPMENT SUBSTITUTIONS: • A. See Section 1D - Substitutions. 1.07 MATERIALS A. All materials must be new and of the best quality. All materials and apparatus must be of the best grade and of standard taanutacture and first -class in "very respect. Whore directed by Architect, Contractor shat, submit a &ameple for approval before proceeding. B. Materials specit:iod by reference to the number, symbol, or title of a specific standard, such as a commercial standard, 15A -2 • • • • drawn for below -slab piping) of standard weight and thickness conforming to AS7'H 888. Fittings are to be solder type wrought copper fittings, soldered with 95 -5 Solder. Any joints occurring below building slab shall be silver soldered. C. Compressed air piping shall be Schedule 40 galvanized iron pipe with malleable iron banded screw fittings. For any piping below slab, transition Co Govt. Typo "L" copper soft drawn t +thing end run with no joints occurring below slab. Transition shall be made with a elie+le�tric union. 1.04 WATER CLOSET ( "W.C. ") A. American Standard 12108.408 White vitreous china elongated Cadet toilet with siphon jet action bowl and close- coupled tank, for handicap use: solid plastic open front seat with check hinge and without cover: bolt caps, tank fittings including back(low preventer, flush valve, and c.p. trip lever; 1/2" c.p. supply with wheel handle stop. Other approved manufacturers are Eljer and Kohler. 1.05 LAVATORIES A. "L - ": American Standard 0355.012 White Lavatory. Complete with 2103.786 Heritage centernet faucet with 4" wrist handles, flow re„trictor and pop -up drain, a -1/4" tailpiece 1 -1 /4' x 1 -1/2 C.P. supply with wheel stops, P- trap with tube to wall and escutcheon. Other approved manufacturers are Eljer and Kohler. S.R. Smith 700 fixture support or approved equal floor mounted type for high beer, lavatories. 1.06 SINKS A. (SK.A) Contractor will be required to furnish all labor, materials and appurtenances necessary to complete -installation of sink, faucets and drains furnished by Owner. 1.07 SERVICE SINK ( "S. S. ") A. Powers -Fiat Yodel MSB -3624 or approved equal, 36" x 24 ", one piece, rolded stone mop basin with 10" high sides, for recessed installation. Basin shall have 3" drain with integral stainless steel strainer. Provide No. 830 -AA faucet 158 -2 • 1.08 B. C. A. B. C. D. E. F. G. H. Duct shall be insulated with 1" thick, 3/41 density flexible fiberglass insulation having a maximum thermal conductance of 0.23 BTU /hr. /sq. ft. /degree F. /inch at 75 degrees F. and sheathed with a seamless vapor barrier having a permeability of not over 0.2 perm tested in accordance with ASTM E96, Procedure. Duct shall have a positive working pressure rating of not less than 10 incf ►ea water gauge. [)tJC:lWOttK Furnish and install complete sheet metal air handling, system including all supply and return air ducts, risers, boots, fresh air duct, vents, frames, fire dampers, flashing, etc., as shown on plans or as necessary for complete systems. P y P- Y Flexible connections of heavy weather -proof and fire- resistant canvas shall be installed in - duct systems near air handling equipment. All main ducts shall have opposed blade volume dampers. All branch ducts shall have splitter dampers. For final location of ceiling diffusers and grilles see architectural reflected ceiling plan. Ductwork over light fixtures shall have necessary clearance for removal of light fixtures. All duct turns shall be vannea with double- thickness turning vanes and Contractor shall furnish and install in duct runs all necessary to make duct system complete. Sheet metal shall be erected with first -class workmanship and securely supported by metal hangers, straps, or brackets. No nails shall be driven through the duct walls. Ductwork shall not vibrate, pulsate, or chatter. Ductwork shall be air - tight: both transverse and longitudinal joints shall be sealed with HardcasE compound and in accordance with ASHRAE and with Duct Manual, latest edition as published by Sheet Metal and Air Conditioning Contractors National Association, Inc. All duct sizes, shown are netal- to- metal and need not be increased to allow for an required duct lining. 15C -3 : • . . B. C. O. E. F. G. G systems and components thereof shall be adjusted to perform as required by drawings and specifications. Where units aro existing, the contractor ehall balance to these conditions. This contractor, as part of this contract, shall perform testing and balancing work as herein specified. All labor, instruments, and appliances required shall bo furnished by the contractor. Permanently installed instruments used for the tests such as gauges, thermometers, etc., shall not be installed until just prior to the tests to avoid dosage and changes in calibration. Equipment and devices tc be tested and balanced for correct 9 ( pp Y, return, air entities include air handling units (supply, and outside air), exhaust tans, and air terminal devices (diffusers, registers, grille - Provide and install any required dampers, flow regulating devices, etc. as required to test and balance systems. Upon completion of testing and balancing, Contractor shall ald ing bit repo includin insta] bing and recorded data sum re P g t for each p_ece of equipment. Balancing report shall be included in the instruction manuals specified under the Mechanical General Provisions. At Owner's request, during guarantee period, Contractor shall make adjustments to air quantities deemed necessary, even it such adjustments result in cis eputntities different from those shown on plans. Contractor shat! also make any additional test as may be called for by the Architect to check for proper operation b of the equ END OF SECTION 15C -6 • ' : ' • �.: • a federal apecificeetion a trade association standard, or other sisiiler standarea, shall comply with the requiremento in the latest thereof any amendment or supplement thereto in effect on the date ••¢ Inviteeic.t,for Bids, except as limited by type, closet or .trade, or modifiel in such reference. C. The standard referred to, except modified in these specificatio^., ehal_ have cull force and effect as though printed it these specifications. Then^ standards are not furnished to bidders for •ire reason that the manufacturers and taales involved are ossumed to be familiar with these rage •ements. 1.08 t JNDATION3 AND SUPPORTS A Thiel Contractor shell furnish and Install foundations and supports of concrete, steel, or wood shapes far equipment requiring same, unleta specifically indicated otherwise. 1.09 PIPE HANGERS, SUPP=ORT, ETC. A. All horizontal piping shell be supported with malleable iron ppiit Zang hangers or steel clevie hangers, both with adjustable cleave] and threaded rod. to strap hangers will be accepted.. Maximum spacing of supports or hangers for : horisontal piping shall be as follow 5 ft. for west* and vent piping: 6 ft for copper pipe 1 -1/2" and smaller; loft for all other piping. Install galvanized iron insulation sh; minimum 8" long, between hangers and pipe covering o.^, , cold piping. B. Contractor shall cooperate with other trades in providing and installing pipe sleeves as follows: provide 20 -gauge galvanized iron sleeves for pipe passing through footings, grade beams, or ground nicer: provide 24 -gauge galvanized iron sleeves for pipes passing through floors and walls above ground. Sleeves shall be sized to provide an annular space all around pipe of approximately 1/2 ". Joint between pipe and sleeve for pipe passing through floors shall be made watertight with resilient sealant. Sleeves in floors shall have top sot 1" above floor. C. Escutcheon plates shall be provided and installed wherov.,r exposed pipes or support p p p pport rods pass through walls, floors, and ceilings in finished areas. Plates shall be split hinged, locked type of pressure steea, with chrome- plated finish. 15A-3 1.10 ACCESS PANELS A. Acoers panels shall be furnished and installed under Section 98- Gypsum Board. 1.11 'XHTERFERF.i10E A. The drawings are generally diagranematir, and this Contractor shall harmonize his work with that of the different trades so that interferences of the different equipment, piping, etc., nhall be avoided end each piece o'f equipment, piping, etc., shall be installed so as to f'snction properly. In the case whCle An, interference develops, the Architect is to dsate wlfich equipment, piping, etc., is to be relocated regardless of which item was first installed. 1.12 OPENINGS ?YeD CHASES A. It anall be the duty of the Contractor to see that all required chases, openings, and accessories necessary f': reception and installation of Otis wort, are built in as tinrlC progresses; othorwir.e, this Contractor shall be hold pa provision of thseo at his own coot. res nsible for 1.x3 CU1':TMG AND PATCiIING A. enless indicated otherwise, all cutting necessary for this work shall be done by the Contractor at his own expense, but all patching shall be done by the various crafts whose work is involved. ego beams or joints shall be cut without prior approval of Architect. After initial resurfacing has been done, an- further cutting, patching or painting shall be done at the expense of this Contractor. B. ,there this Contractor e,utii or ;broaka existing concrete slabs in connection with his work; he shell repair or replace these sections to the original condition, to the catisfection of the Architect'and the Landlord. 1.14 VALVES A. Furnish and install all valves that are shown on the plans or i that may be necessary to make sy terns complete. All valves, atop cocks, waste cocks , connect!eons, etc.. obeli be provided and installed where necessary and requiring for controlling 15A-4 - ' with vacuum breaker, integral stops, wall brace, pail hook and threaded spout, No. 832 -AA 30" hose with bracket and No. 889 -CC mop hanger. 1.08 PIUMDTNt; E ti " A. Hot Water Hester ( "HW) 1. Glass -lined electric water heater complete with foam. ,,` insulation, sic.. -ome heating element in copper tube, magnesium anode rod, automatic temperature control; and over temperature protector. Install a 300 PSIG test rating, 150 PSIG working pressure and UL listed temperature pressure relief valve. Heater shall have 50 gallon storage capacity and 4500 watt heating element suitable for 210/208 electric service. Heater shall be equal to Rh 81SV520 Lowboy with 5 year warranty tot commercial installation. Maximum heater height shall be 41 ". The plumbing contractor shall furnish and install a su - dorm as per Architect detail 5A -4020. upP" A B. Electric Water Cooler ( "Fele ") 1. Halsey Taylor Model IIFC -7F, !taws Model HWC8, or Oasis Model ODP7WH -P wall hung water cooler for use by handicapped persons. Minimum unit capacity shall be 7 gallons per hour of 50 degrees F. water in a room temperature of 90 degrees F. Unit shall be UL listed and A.R.I. Certified. . C. Floor Drain ( "FD ") 1. Wade W- 1100 /AX cast iron floor drain with double drainage flange and weep holes, 3" outlet and 6" diameter and adjustable strainer. Other approved manufacturers are J.R. Smith and .iosam. D. Floor Drain ( "FD -F ") i. J. R. Smith lo. 3510 -F11 cast iron body with 3" outlet, bronze 6" strainer with round funnel. Other approved manufacturers are Wade and Jouam. 1.09 SANITARY SEWER SYSTEM A. Building drainage lines ." and larger stasil have minimum 1/8' per foot slope, and 3" and smaller linos have 1/4" per foot slope, unless indicated otherwise on drawings or by codes. Where possible, slope all lines minimum 1/4" per foot 15B-3 B. In each'change of direction of waste piping, at the end, and every 50 feet of each horizontal run, and at the base of each riser throughout the building, provide and install a screw . cleanout plug. Floor cleanouts shall be complete with flange and clamping collar as required with either nickel bronze cover or recessed top for matching tile or terrazao floors in which installed. Top of cleanout shall be installed level with top of finished floor for a continuous surface. all cleanouts shall have a stainless steel cover plate. C. Each, fixture shall be vented same size as waste pipe, except water closets and as shown otherwise on lans. p D. Contractor shall provide and install all reducers. increases, special flanges and fittings, etc., where required between Any work and fixtures for connecting up work complete. Any offsets required to avoid Construction, or for other reasons, shall be made at no additional cost. 1.iO DOMESTIC ROT AND COLD WATER SYSTEMS A . Provide hot and cole water service and make final conrectiue as heretofore indicated to all fixtures, equipment, etc. Provide and i. an accessible cutoff valve for each fixture and piece of equipment. A union shall be installed between valve and equipment for each piece of equipment. B. Dielectric unions or flanges shall be installed between ferrous and non - ferrous piping, equipment and fittings, except that bronze valves and fittings may be used without dielectric couplings for ferrous -to- ferrous or non- ferrous -to non - ferrous connections. Dielectric fittings shall utilize a non zetallic filler which will prevent current floe from exceeding It of the short circuit currant. C. Provide and install bellows -type shock absorbers on all groups of fixtures and at the end of all branch lir s. Units shall be certified by the Plumbing and Drainage Institute and shall have P.D.I. unit rating for, installed fixture unit capacity. individual isolated fixtures shall have a minimum .. 12" high air chambers of the sec* sate as the branch line on Moth hot and cold water, supplies. O. The entire hot and cold water systems shell,be thoroughly cleaned in accordance with local and state code*. 15B -4 • . • • 1.11 1.12 1'13 1.14 A. B. A. B. C. D. F. F. A. B. A. B. C. , COMPRESSED AIR SYSTEM Connect compressed air piping to air compressor provided by others and run piping as indicated on plans to all outlets and equipment indicated on plans. Provide quick disconnect fittings, where indicated on plans. Slope compressed air rain piping down toward air compressor. Branch piping connections to main piping shall take off from top to main piping such that main piping cannot drain into branch piping. TESTING All hot and cold water lines shall be tested ih accordance with local code. Contractor shall provide a valve at farthest point in line to aleed off air and for inspection. Compressed p p q psi for a period air i in shall be air tested at 100 period of 5 hours with all joints tested with soap suds with piping under pressure. After all plumbing waste and vent lines have been set, outlets shall be ten eraril y plugged Pipits shall be filled p� led with water, such that all sectioonn s are subject to a minimum 10 head and allowed to remain so for 24 hours. !batten shell be given to Owner and Plumbing Inspector before testa are wade. The test is not to be drawn off pipes nor are pipes to be backfilled, insulated, or otherwise covered until such test has been approved by Owner and inspectors. In case of defects, they shall be made good to the satisfaction of owner and the work retested. All such work shall be done by the Contractor without additional charge and without delay. Contractor shall make any other such tests as may he called for by the Architect or Owner and all other tests so called for elsewhere in these specifications. PIPE INSULATION After work has been tested and found to be tight and accepted a such b y the Architect and Owner insulate as follows: 1. Cover all domestic cold water and hot water lines above 15B•e ground level floor elan, Including piping within walls, and all waste lines receiving air conditioning condensate (from drain to connection with rain or as required to prevent sweating) with 3/4" thick low pressure fiberglass insulation with vnporproof universal jacket. Insulation shall have a thermal conductivity not exceeding 0.22 BTU /sq. ft. /degrees hr. /inch at a mean temperature of 75 degrees F. All flanges, valves, and fittings shall be insulated with fiberglass molded fittings insulation or fabricated mitered segments of pipe insulation. All insulation materials, including jacket end adhesives, shall have a flame spread satin of j 25 or less and smoke developed of 50 or less. g CLEANING AND ADJUSTING Before receiving final approval from Atchitect, Contractor anon!! clean our, all lines, adjust all valves, control equipment., and other equipment, and clean all pipe, fixtur and equipment, and leave his installation complete and in good working order. g q All equipment, controls, etc., shall he adjusted to perform in a correct and satisfactory wanner with output quantities. ter.,perateres, operation sequences, etc., to he called for in epecificee..ors or on plans, under conditions as indicated. Upon completion of his wort, Contractor shall remove from the site all equipment, unused Materials end debris resulting from his operation. He shall see to it that all work in lest "broom clean" and In excellent condition, .END OF SECTION - 153-6 • • . • . ' • , • • • s ` -< : -. .r.; i • . . ' - • • : . • • ' • I • ' . • et RECEIVED (:ifYlJFTUlC1N1lA JUL 3 1991 PERMIT CENTER i • • • ' 1 1 1 1 1 111 1 I1I 1 1 lIlIIl11111111 it 1 1 1 IIIIiIIIIIIIIIIIII�IIIiIIIIIIiIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIII ILIIII11111 !!!Milli i 1111ll 111il 111 11 11iIIIIII1111illlill`LI1IIi 0 iems.c. 1 2 ' 3 4 5 6 7 I 1 I I9 . 10 11 hummv00 12 NOTE: If the micro * .limed document is less clear than this notice,, it is due to the quality of the original document. cc 6z ed Lz 9Z gd e7e ez ze iz OF 61 El Gt 91 at el zl 11 pl, G 8 L 9 s a e Z f mn IIIII�I! IIIIILl�IIIII1il��lil{ �llli !!II!illlll�lill�lIIIIi!II� I!I �III!I ►!' ,I�1,1 iI i!,I�le ill!' iIII�iI. i11IIIIllll�li��i�l�! �IIIIeJ lll�lll �il IiIJ IIIIiI! lil�lillillellll�! �ii111111Li1111le11�! IIIilnllnllllnl�enl�lnl�lnll�illll� ellel�lln! II► �i�li! IIIIIIIilllllllllll�llllll�I�Ii1 a ea " eee>.e. Lena etussre. Seat THE ARCHIT eemmOmmestemewmemacmmeame a P1hemnal a Adsenoed Cosh App d foe ConshoC son Dot* -0-.1:3-4-11 Sinews fly ,�.• ,�• Checked !fir :... _... Southcenter Mall Tukwila, West ingt'on Plumbing and , IVY Specifications Arch i#$c Planning Interior Archite0 A Division Oi The %.)nose i+lf ►tt,s.'87ios COfilorollon 'Cincinnati. Ohio TRIO 3408 REGISTERED t ' A ' 1 DAVID A: al1DkOi STATE OF WASHINGTON �i i3t3'81' , r • A PROFESSIONAL AR Cil)RAL AUUON 20 S• Acodlah Thrucircliv A St ? (504) 922.1701 _ r w Atthch it'd • PceteCt' L '•. - ::.+.,= ...:: :.. This drawing is the property +4f THE AR H (T TUBE GROUP and Is. not to OW r.sPfddix*I or tx> l�Atl in whoa or in *V tf nd t rttytt ,the tis0• the pro)ect and site spectficatty. iden;ifielp and IS not1obe used on n , ;t 'pfo !,rani tetunied Ripon *ties!: Scales as stated hems, :are vo's On'1,14 out , drawing only. Ccntfad* Oats",, Y ifl ieview 0. dirp►ensions end conditions shown he Lance it once report to - the Afrhited.'enjf tot tency or onussidtl h e`mtly soekikr • n sr- 3 • ',."4 .• •4 • • A sw exIsf Joxi °r Ray gEiv 3). LINE OF OVERHANG ABOVE Electrical Power Plan Scale: 1/4"=V-0" at; .4,14Lk,,,, = =‘=" W I ; ist; 16;4 /- - / / .... ... / N. / \ ‘ / .N. / ../ 1 '`.. .,.... ./ 1 MALL SPRINKLER ROOM MALL ACCESS CORRIDOR 36I rr 0442 Pezr --' AaoyectiLi 4 Or eLF- &rim. (se ra ail E ar air VP-1,5,5 4 4 \ \ • \ • • A - 1 A-I1 A 44- A-1,.? A•21 ‘1. ), . t. 014 It2Or ,51.1 MCA. Ati NAM* 1110 jr 0 is ti.i$ mem NORTH 1 2 . OE 6Z De LZ 9Z GZ VZ :EZ ke414 0 1 olJ rcvr rIGA EXTERIOR POWER KEYNOTES: ADJACENT TENANT irelevartle CMCKYOARDAVAI OUTLETS AT INDICATED COUNTER SHALL BE MOUNTED IN HORIZONTAL POSITION ABOVE COUNTER WITH CENTER LINE OF OUTLET AT dtri ABOVE FINISHED FLOOR, UNLESS SPECIFICALLY NOTED OTHERWISE, (2) TWIST OFF RECEPTACLES FOR EQUIPMENT ITEM #4 AND ITEM #1 SHALL BE MOUNTED HORIZONTALLY WITH CENTER LINE OF OUTLET AT 24" ABOVE FINISHED FLOOR. DUPLEX RECEPTACLES FOR ITEM #4 SHALL BE HORIZONTALLY MOUNTED WITH CEN- TERLINE OF RECEPTACLE AT P-6" AFF. () OUTLET FOR EQUIPMENT ITEM #25 SHALL BE MOUNTED UNDER COUNTER AT 12" ABOVE FINISHED FLOOR WITH ILLUMINATED TOGGLE SWITCH MOUNTED HORIZONTALLY ABOVE COUNTER FOR CONTROL OF OUTLET, CENTER LINE OF SWITCH TO BE 41" ABOVE FINISHED FLOOR. (I) FOR THE EQUIPMENT ITEMS NOTED, PROVIDE RECEPTACLE, CORD, AND PLUG AS FOLLOWS: 01 & #4 - HUBBLE #7310 WITH 09965-C PLUG 02 HUBBLE #9330 WITH #9331.PLUG #I7 - HUBBLE #9308 WITH #9309 PLUG (110 VOLT) INDICATED OUTLET SHALL BE MOUNTED HORIZONTALLY ABOVE COUNTER WITH CENTER LINE OF OUTLET AT 44" ABOVE FINISHED FLOOR. (D INSTALL 2-POLE, 30 AMP DISCONNECT SWITCH ABOVE CEILING AND CONNECT TO ELECTRIC WATER HEATER FURNISHED BY OTHERS. 0 pd va 3 e..4- ta4. KoTertget.h Witirtr 5 i calcitqJ -p* Amor 4. 5 6 7 8 ; NOT*: If the microfilmed docupent is less clear than this PEL • 7 11111111 11111i 11111111111111411:11111111111[ 1111111111W 1111111111111(11111111111111111 II! 11111111 11 1111 1 1 I 1 . • L a 11111111111 10 11 waxqoutiom 12 notice, it is due to the quality of the original document. , 22 1.2 OZ 61 81. 1.1 9L SI VI C1 21. U. 01, 6 8 L 9 S wukthoOHRWIdnullohltillihmluddnnhi0641616hAphdonhOnOnlInho6,111111111161111 , r INSTALL WALL MOUNTED BELL AND BUZZER AT 8'-6" ABOVE FINISHED FLOOR WITH REQUIRED TRANSFORMERS CGNCEALED ABOVE CEILING. INSTALL FUSED DISCONNECT SWITCH AT MECHANICAL EQUIPMENT AS SHOWN ON PLANS AND MAKE CONNECTIONS TO EQUIPMENT. INSTALL FUSES SIZED PER MANUFACTURER RECOMMENDATIONS. INDICATED OUTLET SHALL HAVE A DEDICATED CIRCUIT WITH ISOLATED GROUND AND SHALL BE FURNISHED WITHAN ORANGE FACEPLATE. RECEPTACLES IN THIS ROOM SHALL BE MOUNTED AT 12" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.• ROUTE CONDUIT THROUGH MILLWORK TO WALL. ROUTE CONDUIT UP WALL TO CEIL- ING SPACE. INSTALL FLEX CONDUIT AND WIRING FROM JUNCTION BOX I RECEPTACLES INSTALLED AT COUNTER HEIGHT IN SIDE 0 LOCATION OF RECEPTACLE WITH ARCHITECTS DRAWINGS. MOUNT FLUSH MOUNTED CLOCK RECEPTACLE FOR LIGHT BOX A FLOOR, MOUNT RECEPTACLE FOR EMPLOYEE TIME CLOCK AT 36" ABOVE FINISHED FLOOR. • C E f -.••• 4. 4, N FLOOR TO DUPLEX F MILLWORK. VERIFY T WABOVE FINISHED GRAINGER VALVE IN CEILING BY MECHANICAL. • . d d , STALL A 30AMP, 31'L- P1-15517 VISC. S1 roC- wlEcrioti TrE 2.6 PT IF A13 rirliS14P1 N0'NT DUPLEX RECEPTACLE HORIZONTALLY WITH CENTERLINE OF RECEPTACLE AT 2" ABOVE FINISHED FLOOR. Q!,P INSTALL OUTLETS UNDER COUNTER IN MILLWORK. COORDINATE LOCATION OF OUT- LETS WITH MILLWORK DETAILS. SEE DETAIL 2E-2.0 FOR HOOK UP DIAGRAM. DELETED. MOUNT RECEPTACLE AT 30" AFF AND TELEPHONE OUTLET AT 36" AFF. ft%Tc5rfACI.4 re. kfr. 6.1--0C-K0,-Lr. o• GENERAL POWER NOTES 1 VERIFY TYPE AND LOCATION OF OUTLETS WITH EQUIPMENT MILLWORK DRAWINGS AND ARCHITECT'S ELEVATIONS. 2 COORDINATE INSTALLATION OF TELEPHONE SERVICE WITH LOCAL TELEPHONE COM- PANY. • 3 ALL ROOF PENETRATIONS ARE TO BE COORDINATED WITH MALL ROOFING CONTRAC- TOR. /4= r.ITY •-• • )Li Ub FERNMICENIER Seat Revislow.s: Mark Date By Ksvivol.i5 As per‹ owo5m ±1.A_Aoka Architect's Project No. O Ptetiminary O Advanced Copy • App'd. for Construction Date 44111 Drawn By ' Checked By • f;ikk. er.011111111MIM 011.1.011141.•111.1101,11. Craftwo, A Division Of The United States Shoe Corporation Cincinnati, Ohio Southcenter Mali Tukwila, Washington Tine Electrical Power Plan 2 4 0 e G STEdED R ITECT STATE PF WA7,H1N4TAN DAVID UDKOW • ;.%,A 28 SI THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION C ='; .• 4•'• Architecture Planning Interior Architecture 243i S. Acadian thruway Acadian Centre Suite 230 (504) 922-4070 Baton Rouge, LA USA 70808 imponor mmotommoommommammommis This drawing is the property ot THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to )';) uzed for the project and site specifically idenri' SKI herein and is not to be used on any other project. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review ail dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. Sheet 9020 E-1.0 Or iI Description Electrical Li htin Pan Scale: 1 /4" = 1 '_ O " NORTH 2' X 2' LAY-IN TROFFER FOR EXPOSED GRID CEILING WITH 3" DEEP PARABOLIC LOUVER, TWO (2) GE F4OSPX30U6 LAMPS, ENERGY SAVER BALLAST, FIRE RATED: LIGHTOLIER #82471- UU- ESB -FR BEL SAME AS TYPE "B" FIXTURE WITH FACTORY INSTALLED EMERGENCY BALLAST D GENERAL PURPOSE OPEN FLUORESCENT STRIP WITH TWO (2) GE F4OSPX3ORSWM LAMPS, GE OPTIMISER BALLAST, 120 OR 277 VOLT: LITHONIA #C240 -M23 -120 OR 5" DIAMETER INCANDESCENT DOWNLIGHT WITH OPEN REFLECTOR, BLACK ALUMINUM BAFFEL WITH 150 WATT PAR /FL LAMP: MARCO (EMX- 7/R410 6" DIAMETER INCANDESCENT DOWNLIGHT WITH CLEAR ALZAK REFLECTOR, 40 WATT PAR /fir LAMP: LITHONIA OR6CACTW b" DIAMETER RECESSED INCANDESCENT DOWNLIGHT WITH OPEN REFLECTOR, WHITE FINISH, WHITE TRIM RING, 150 WATT PAR /FL LAMP: LIGHTOLIER #1102P1/1171 2' X 4' LAY -IN TROFFER FOR EXPOSED GRID CEILING WITH THREE (3) GE F4OSPX3ORSWM LAMPS, ENERGY SAVER BALLAST, ACRYLIC, LENS, FIRE RATED: LITHONIA +12GT340Al2- 120 -ES OR 27V -ES 2' X 2' LAY -IN TROFFER FOR EXPOSSED GRID CEILING WITH TWO (2) 'SP3O /.U6 /WMP LAMPS AND ENERGY SAVER BALLAST, ACRYLIC LENS; WHITE FINISH, FIRE RATED, 277 VOLT: LITHONIA #2SPG- 2U40 -Al2- 277 -ES -FR EMERGENCY LIGHTING UNIT WITH BATTERY BACK -UP, TWO LIGHT HEADS, 120/277V: DUAL -LITE #EZ -2' UNIVERSAL MOUNT EXIT i:IXTURE WITH BATTERY BACK-UP POWER, RED LETTERS ON A BRUSHED ALUMINUM FACE, SINGLE OR DOUBLE FACE, 120/277V: DUAL -LITE #EDRBB- BEP- MPU -BAF . NOTE: 1. REFER TO PANEL SCHEDULES FOR PROPER FIXTURE VOLTAGES 2. SPARE CASE OF GE 1F40 SPX 30 RSWM AND F4OSPX30U6 LAMPS TO BE LEFT AT THE STORE LIGHTING KEYNOTES: O EMERGENCY FIXTURES AND EXIT FIXTURES SHALL BE CONNECTED TO THE EMERGENCY LIGHTING; CIRCUIT. EMERGENCY LIGHTING CIRCUIT SHALL. BE INS'T'ALLED PER NEC ARTICLE 700 -9(b) . EMERGENCY FIXTURES SHALL ALSO SERVE AS NIGHT LIGHTS. TOILET ROOM EXHAUST FANS SHALL BE SWITCHED WITH LIGHT FIXTURE. IIiIIIIIiIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIi (f�111.1111111I t ' iT 11 1 I1 1 I111 1. 1 1 111 111 `W I F I 11 ! IWI I1111111II1 ' I�;11 1 llj�il��� a ,61 MS INCH 1 2 3• 4 5 6 7 I 8 9 NOTE: If the microfilmed document is le clear than this notice, it is due to the quality of the original document. to Oz 6t et ct 91 4t •, El Et tt pH, 6 8 4 _ L ! f!i ihtii {.iidl Hill! i! 1 ,iiiiliili , i, lliffillM ! iii! illilia I1! iilJiilhii!{ N ilij! ililliiii! iiiliiiiLlili[ iii1iiiii1iJiiiiil!iiiiiiiill! Milli)! I!iiihiib!i�iiiiii!iiliiii! ..',...;�+.:>., ��.r:ll+�et.�t r.?'i<. r.��.1.f:ws'.A'ad. t.:�. a.^_ ..l_, > sr .s.'�S.l�..! tn.r.:..�s r.,. >..r,_ F,r, :?r?^.. 2Y'.en'C'�.s ..v ^r•".G• y�:v.'r::�..- ay.nl.f r. t93ye �..:. .. x,� IIIIIIIf IIIIIIII IIIIIII`IIIIIIIIIIIII�II 10 11 ' r 12 INSTALL JUNCTION BOX FOR SIGN(S) IN LOCATION AS DIRECTED BY SIGH; MANUFACTURER. PROVIDE DISCONNECT SWITCH ABOVE CEILING FOR SIGN CIRCUIT AND ROUTE WIRING TO TIME SWITCH AND LIGHTING CONTACTOR. 0 ROUTE DISPLAY AND STORE FRONT LIGHTING INDICATED TO TIME SWITCH AND LIGHTING CONTACTOR. . ` 5 INSTALL. THREE-WAY DIMMER SWITCH EQUAL TO LEVITON PUSH -ON /PUSH -OFF DIMMER #61000 -3W. J- BOX 4' -0" PIG -TAIL MOUNT AT'7' -10 1/2" FROM HIGH POINT OF FLOOR. SWITCHES SHALL BE MOUNTED AT 42" ABOVE FINISHED FLOOR WITHIN THIS ROOM UNLESS OTHERWISE NOTED, O PROVIDE CONTROL RELAY WITH 20 AMP RATED CONTACTS IAN JUNCTION BOX FOR CONTROL OF EXHAUST FAN. CONNECT RELAY COI1. TO 208 VOLT COMPRESSOR MOTOR TERMINALS AT COMPRESSOR CONTACTOR. EXHAUST FAN SHALL RUN WHEN COMPRES- SOR IS ON. 9) WALL MOUNT FIXTURE ABOVE DOOR. . GENERAL LIGHTING NOTES: 1. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LOCATION OF FIX- TURES. 2. CONNECT EXIT AND EMERGENCY LIGHTS ON EMERGENCY CIRCUIT. 3. ALL ROOF PENETRATIONS ARE TO BE COORDINATED WITH MALL ROOFING CONTRAC- TOR. CC(Y t •iL;Uis ��» pawn c TER Revisions: Mark A 1ZEVI I ON y A' ? owh Date Sy Description Southcenter Mall Tukwila, Washington semmosaisor Title Electrical Light;t g Plan Seat .... 1:, ' :. .. Hk^T+� t.- 1 , : r ... , r;:,:. : :... ..C- .i.it- i,t..,: Iaairn E.i..5± . F'r .. . . > . ATfi.c:lc. a‘,.::,. , • E':'•.. 5 Architecture Planning Interior Architecture Architect's Project Ho ❑ Prehmmary 0 Advanced Copy App'd, for Construction a... one A. (JOKOW STATE Of WASHINGTON la- 2� -�10 Oat* Drawn By Checked By 9020 Sheet ri= ®no © A Cotyledon Of The United States Shoe Corporation Cincinnati, Ohio ItiMBOOMINVOIMMESESIIIIMI THE ARCHITECTURE GROUP A PROFESSIONAL ARCHITECTURAL CORPORATION 2431s. Acadian Thruway Acadian Centre Suite 230 (504) 922 - 4070 Baton Rouge, LA USA 70808 This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. ELECTRI COAL S YM130L SCHEDULE, bkr pale Mom rinses service LIGHT FIXTURES, LETTER INDICATES TYPE D SAFETY SWITCH trip amp bkr pole ize wire cd - 7 service A 0 EXIT FIXTURES, SHADING INDICATES FACES C 0 MOTOR STARTER OR LIGHTING CONTACTOR 5pAl . « ® 4 . Z TOGGLE SWITCH, SINGLE POLE, 20 AMP, 125V WP WEATHERPROOF .a I c, l ■ - rUJz1kr.: - r r.t,l. (4 e) TOGGLE SWITCH, THREE POLE, 20 AMP, I25V = POWER PANEL { s 3',.12. ► - DIMMER SWITCH, 600 WATT (MINIMUM), 120V ,t CONDUIT RUN CONCEALED IN WALL OR CEILING 15go Pa a r�rll ' _ w r� MINI St Lie. 'ARTS - E.P. Zo TOGGLE SWITCH. FOUR POLE, 20AMP, 125V _ ^ _ CONDUIT RUN CONCEALED IN FLOOR OR WITHIN MILLWORK GY.I- INP MAO-1.M) db 11 ' 1,4 DUPLEX RECEPTACLE, 20 AMP, 125V, NEMA 5 -20R 1 �' 0 HOME RUN, NO. OF DASHES EQUAL NO. OF WIRES 4- 111- _ . xG it 1� DUPLEX RECEPTACLE, WITH ISOLATED GROUND MINI 12 TIME SWITCH T c' J • 5Cl; I-�G Cin " • DUPLEX RECEPTACLE, W/ GROUND WIRE INTERUPTER : i55q PUSH BUTTON FOR BELL OR BUZZER 0 2n Zo 6 ® - s PP - . SINGLE RECEPTACLE 20 AMP, 2P, 3W, 250V I I r ti4 BELL OR BUZZER WITH TRANSFORMER Eii MOO t6 00 � :tr • GROUNDING RECEPT, 30 AMP, 2P. 3W, 250V, NEMA 6 -30R O KEYNOTE REFERENCE . ' AL 0 A �P G,�. TELEPHONE OUTLET WITH ' CONDUIT TO TEL CACKBOARD JUNCTION BOX W/ PIGTAIL , 1275 O w I JUNCTION BOX Ariz ABOVE FINISHED FLOOR I 1 i is 116, Ivv EX15TINY'j KFC E3 BATTERY POWERED EMERGENCY UNIT , $1 n Eel Mill111111111Mil Mil Riirjr,la 151.11111111111. Malan 5 MIMI 11111111111111111111 III : :r i : ■i �� tc. $ 4' ••cr , IA. %A to bkr no. 1121 tri' amp zo bkr pale Mom rinses 1211101111 UCH. � six ire l - cd ga ■ service LOAD V.A. pos bkr no no. trip amp bkr pole ize wire cd - 7 service A 0 B 0 C 0 no 5pAl . « ® 4 . Z 2 l � 2 I .a I c, l ■ - rUJz1kr.: - r r.t,l. (4 e) • 11 G.YLIN' R MAcH,(�4) —, ' G! 'I H 20 3',.12. ► - II ,t 2 ZOO 15go Pa a r�rll ' _ w r� MINI � m 40 Lie. 'ARTS - E.P. Zo MI Z 12 . GY.I- INP MAO-1.M) 161 . 22t o 11 ' 1,4 H 1 �' 0 22."0 " vL GT 1.. i . WAi'V,4f." — . , 4 AM ` it 1� . MINI 12 III ,I • 5Cl; I-�G II " 3t AIR COI-' : i55q 4 +4 1 ie 5e. 4'0 4Z 2n Zo 6 la - s PP - . 1150 I r ti4 It 'Pol-Y CP•4 ?, MOO t6 11 ..._.....� � :tr • fbeAp•b L r Ace 50 IQ I Bo . ' 16,. nJ A �P G,�. Z sr-Ace . , rl , 1275 1 1 w I t I rdi KB $1414 • m- Zb 10 EM �� ai1111110111111 is 116, Ivv 5rAG �wg( �;�+ ,• BRA M CCU+ RC 3o) 7143 ze, I 12 ' II R c,.oviev e-R ( PATE O'er, M 5•s 71' ,. II 12-, !rr.�r:2a CM R iI MI I I✓P (4qj '1(4° 01r Po t o 11 1 2 • opt'. VAGUUi'1 C4a . W .D t.-,0 1< -EZ (G - I . t • • Oro i8� < > > SAS CLE1.$f • I EDGLER Z4 (.4 17.. mi z4 • 1 . N. vv., v a �0 - tt.s. r, N • 3Z l4 11 vr. - • :..A. 490 ?ATM' ( Co `Z Z9 2G J picrAAr 2.4 NM 1,L1, 014 ' 3290 _ < I . • eXit..MP '79e4 , •74 k Z(o3 i - connected V.A. per phase n 1'orAL'1%oAP 150 H - : --- UZI 6EE SECTION S:10111 VA 135 AM J total amps per phase 447 . 63 51 • i I EMI tin 11111111112=113111111 BIEN M 13 � 111 ict MN MEI ElEll Elia 7tI 11111111111111111111111111 NMI 11111__11111 IIIIIIIIIIIOIHIIIIIIIIII �e 6' B90BCOB F I ' �° 11 I DI 11111111____ U 11 2 tri• amp Z,O ZO '� zo 4.o to 2 49 20 20 2.0 bkr •.le I flI is I Mu■ Man MN 11111131111111 M.� siz= ire cd Em � El ®� 12 .Ei � a IMI ©� _ M . • service LOAD V.A. L bkr no. trip amp bkr pole ize wire cd service service A 0 B 0 C 0 KI GLAIM 'TANK ( !`7 NEAP TRIM (04 i NL Lieui5 ' it. n D�4 4 1 632 Z 2 l f aa I 12 o n l ■ IV © lo 3 ' G! 'I H 20 3',.12. ► - II 151"1 blz•`rl N (4.2,) n I' > 4 1 37 , 6 Lie. 'ARTS - 1632 ( 12 . >3P1 C>Rh'ING-1 (4t Z.3 t, (11J� io t - i'v�1'�' C Zo) 13 e IDD -, UPS 12 Id , 12 GH2M. HARoNr,Rt$1 1� . MINI 12 III ,I • 5Cl; I-�G 242 " 3t ,. I '1112 t I iky 611-11.0 611-11.0 • . I 29 2Z 6 U Maiiii 3 6 � m - • ei LM 1" In -..� I l : D c a te 'Tl•Gl . 7 .'I 2AC2 3 •14 Silo a U �y I . . • • 4 II IQ I Bo . ' 16,. nJ - Ma.I.l Z © rl , 1275 1 1 w I 496 • I Q ?O rdi KB $1414 • m- Zb 10 EM �� ai1111110111111 is 116, Ivv 5rAG �wg( �;�+ ,• BRA M CCU+ RC 3o) 7143 ze, I 12 a I L. LI %R (1# 2,6) I� 5 t I Z c,.oviev e-R ( PATE O'er, 1a 71' ,. II 12-, !rr.�r:2a CM R MI ___■ Ulla MI I I✓P (4qj '1(4° 01r Po t o 1112, 1 2 1 mom Elsonmani am._._ M opt'. VAGUUi'1 C4a . W .D t.-,0 1< -EZ (G - 't.Z . t 1?- Oro i8� < > > SAS CLE1.$f • I EDGLER Z4 (.4 17.. r z4 • 1 . N. vv., v a �0 - tt.s. r, 3Z l4 11 vr. - • :..A. 490 ?ATM' ( Co `Z Z9 2G J picrAAr 2.4 NM 1,L1, 014 3290 _ < connected V.A. per phase 3 140 • eXit..MP . NAti E.-1eR (2 I%) total amps per phase 2(D& •74 k Z(o3 •• - no. f 11211 pal �� ' bkr no. tri• amp ° Q. e ' bkr ni alaiKIRK NMI eis ire Lei � service LOAD V.A. 1 pos DO bkr no. trip amp bkr pole size wire cd service A 0 ' B 0 ' C o KI GLAIM 'TANK ( !`7 NEAP TRIM (04 '' " -,AG145 _ Z 2 20 I 12 z8 uV elao (# .32) . IV © lo 3 ' G! 'I � 20 I le 151"1 blz•`rl N (4.2,) 1GGo > 4 1 KIRK Hem' TIRtATC *I°_� II. e:0 20 ( 12 . >3P1 C>Rh'ING-1 (4t Z.3 t, (11J� io t - i'v�1'�' C Zo) 13 e 7.0 i 12 �' GH2M. HARoNr,Rt$1 1� 55o MINI 12 II. • 5Cl; rx. �R . Cd I $) �.�°° 10 l0 29 I I2 "' u A t? ca,t-1. L,t 1FA (#141• - IG50 : ' A ,o Zo . go I -..� I l : D c a te 'Tl•Gl . 7 .'I 2AC2 AIR. pRYeAR. C 4.i(,) li✓ 1'L to ! lie L, ✓ ,. IQ I Bo m iki BO 1 MIR "Ago. nJ n ME DEI Z'1 © M � R c o 21) IA 14 w I 70 M�1 n 2D ma 1111 I 111111E11 EM �� ai1111110111111 is to 15 Lo ?.a to El ern BEV 1 �� BRA M CCU+ RC 3o) i& Ito SO I 12 a I L. LI %R (1# 2,6) I� 5 t I Z c,.oviev e-R ( PATE O'er, 1a 20 I 12-, !rr.�r:2a CM R OPT. AUTO f...• 1•R(Se. 15n 9,3, I I✓P (4qj '1(4° 01r Po t o I 1 2 1 mom Elsonmani am._._ M opt'. VAGUUi'1 C4a 'Im 492 W .D t.-,0 1< -EZ (G LZ 't.Z 2A t 1?- Oro i8� < > > SAS CLE1.$f • I EDGLER Z4 (.4 17.. • , z4 ?:0 1 12 N. vv., v a �0 - tt.s. r, 11 vr. - • :..A. 490 ?ATM' ( Co `Z Z9 2G Z.& 2.4 I _Ail - SPARE BRPAKr- _ < 1 1 ce•R . NAti E.-1eR (2 I%) 2.0 26 -° i - n ( 4510 - : --- i 51 'PA t�li p�R ,AKe4Z. • 1 -- II . irals,.. I 1 t . connected Y.A. per phase 11587 9659 154353 p Loc cN 121ZZA1(E.4 . • total amps per phase re 4 $o `•(11' u bkr tri+ bkr siz= no. asp pole ire service LOAD V.A. L bkr no. 6 trip amp 21.E bkr pole I ize wire! MI, service A 0 B 0 C 0 , EMI EMI I 1 Oa BM P.G ' ®MI dam_ �� 111121111111 �I� - �..+/� 15 2a' �� I � u -,AG145 _ LW ;..eXp 7 P . . - " . 4 z8 e ®■ u r 'I ZO . l'AF,. I, t S 10 8 t0 .E0 r 12 al LIC,.1t $443 V 12 II 51;4) k� ' I !1 ell IA, I • 20 MINI 12 II. • 5Cl; ' I • • i t al o , . MO I I MI "' .. 2.0 It , le ZO A ,o Zo I fl I ri� v ME I -..� I l : D c a te 'Tl•Gl . 7 .'I 2AC2 I I � . ©' • n II . "Ago. ME DEI Z'1 I. 70 M�1 n 2D ma 1111 I 111111E11 EM �� ai1111110111111 _ inii II • " J.Y,rr . . I I II • 1750 I, !rr.�r:2a CM R 2 : 0 01r '. .- 'e ta 1 mom Elsonmani am._._ M w Mim 0 dln21do, (Ia. a,cui 17) no . • , �� N. 6 120 , _� �� • connected V.A. per phase reeerueee 4510 5 total amps per phase 51 51 1 R • I a r err Item "Pr: Pol-T- oN PK A .PANrLk7aAizP SERVICE: 1,2•0 /Z08 '/Ol.'t , E 4, +1 KAMN: I At-IP MAW GIiZGUI"'I' PRMKI✓R * TYPE: N01.'1-00 IN -ONsAC IF.> ooAreo SERVICE: IPo /£013101.1', s ,.i{,1 MAIN: eo Atir rug! 04ZJ?bflIR.. LOAD SUMMARY: LIGHTING RECEPTACLES (First 10,000 Watts) (Remaining Watts) AIR CONDITIONING HEATING LAB EOUIFMENT WATER HEATING MISCELLANEOUS (SIGNAGE) TOTAL we ..Y. +• t.' s. r...'... �..«+.: tM..'i..�r:+2- s�:..J...::+.::i3 w.�.• i: Y /.L:.i•�.:. :.. - .�.... -. PANEL ° A ° PANEL (Volt -Amps) II Conne II MOUNTING: yU KrAc4 AIC; 14,0x0 fVet REMARKS: pet-, yE G'r t0'H N / ItiOL. . . Ca KouN ' - U pU MOUNTING: AIC: REMARKS: 19°14612 G ('U3 cted Load J $5 x 1257. 18 64-0 10,000 X 1007. = g -O X 50'1. = 29,778 X 1007.. = Demand Load (Volt -Amps) l • 10,000 4 29, 778 54,.c X . 1007. = 54, 078 43,271 X 100/ 43,271 4,500 X 1007. = 4,509 '2,000 X 1007. = 2,000 kol, 6,13 e.4171.111-4 l,i RitJt 13Y LAr PL4I p Oro LEl~5. SP'cr- RISER DIAGRAM NOT TO SCALE VA TYPE, SERVICE, MAIN: • TYPE: 1 - 00 Ner" fiN.I ltrakE SERVICE: 12 I 30414 MAIN: 107 A FANELIAtt S COMP i : -r I oN ( VoX 24 I`C 3' b /14114 N' a -Ec.CU rK. t : e �j Ip AIROY0 G 5 e- p -I.o � L chn! ) r PAN1 =G « Ito /2AsV 34, 414 'A MC6 11,75'5 WETT ' /2;16,2 4.T. Fr. >z $. 16, ,Marr 44. rr. ,QIrt.QWaBLI: Lk H71 kle, W i'TS /54". rT. xZaVo2 s4 rr= I I, gi4g WaTTs to s. o x 11.?0 Lt-Nc Th - 1 r ouy u ^ moo`, 3 f FUSt~D MSC, 3I41IGH , Ilf I� 3 4r 11 141 - 1 1 .1 4- Ile 41Jr . MN E L " • 11 • 120 /208 � •34 4W I�i:S I Mce, t�xJFT.E '3r -Ti -,t6042 ZMG, ^ Ti�wN, I GINP, >^ I l L.. eiNI; PANEL "1: A 1'2 rxim I ZYI' r MOUNTING: MC: REMARKS: ' rtiveT2 DISC. 5wIT iI 3 *e- p41 I to 4 Ji7. PA =t- f1 e) 120/ 208 / 34 4W BO A MC-E, • MOUNTING: AIC: REMARKS: 153 00 PRINTER MAIN PROCESSOR CONNECTOR BOX DISPLAY SCREEN KEYBOARD u40-1 - 11 CoNTAC.To E TIER SW IT6H A/c TIM- M - c Tape -k ; BY ME'H. (Nir I) �GoNr� T ISOL. 01/210040 . t. . q oLJNC> ,,WIRE. IN 1i oc 10 - t, 04'G, `102T LJIJ, I tr8 6jND, + 1 48 (Sc'L..• G No. NOTE: NOTE: EQUIPMENT TO BE FURNISHED AND INSTALLED BY LENSCRAFTERS. DATA CABLE B CONDUIT (RUN CONCEALED) ALL ELtCIRACAL MIRING roR OuTLETS AND Ju«cTION ROXES ST ELECTRICAL CONTRACTOR. ISOLATED GROUND ORANGE PACED DUPLEX RECEPTACLE MURRELL IIG -SI13 IT ELEC. CORTR. DUPLE* RtCE►TACLt MORALE 1$361 .1 AI E$Lc. COHEN. (LABORATORY) •u L EY A•S -I aueREtx •sic: -s ICY ass. CONTR. T YPI:AL ISOLATED CROWD ORANCI FACTO DU ►LEI RECEPTACLE WURRLLL 1110 -$)63 DC LLIC. CONTR. ICASHWRAP) RUN DATA CABLE B CONDUIT- CDNCE DATA CABLE OL CONDUIT REQUIREMENTS C.NEML COTRACTOR TO room:sH DATA CAOLE. ills CABLE MUG? RC DRLE ED roc«, DArATLC. HA. TAME N1340. 1- 761- 5•r -74F7 Q1ITATTC la THE SINGLE ROUIICC root THIS CADIZ. CABLE MILL IL PUWIISNLD no Am ESTABLISHED PACKAGE WHICH CONSISTS Or 6 1.310E5. THERE ilde 4 •- ISO' LCHCTHS Or CARLE FOR RUNS raw YNE CASH WRAP TO THE LINSCLN1 -ERS. AASO INCLUDED Alt 2 - SD' LENGTHS or CARL, FOR HUNS r nom THL CASH WRAP TO THE LAD. THESE cAALES WI et TCIW INATCU D RS D TH, uG I tMt CONDUIT . ?r» RC THAN LID TO 1 CAB ILLLOW LC NAY THW CAR R:BI IN TO A E SINGLE PULL COHWLT. l CAD,: •• 1/•• CONDUIT, 7 CABLES - 1 CONDUIT MD 31• C r - 1\' CONDUIT. CARLE iS TO aC CONTINUOUS TO WIULPNLHT. HO SLICI LS PERMITTED. TERNIHATIOH Or OTHER END WILL At IT OTHERS, AS ARRAMCED RY LLHSCMITCRS. AT THL Tlt•tC or FINAL CO!SrtrEA 11008 -u►. ,IOM TCHNIHATED CABLE x:t;. RNOULD RC PuLLEO TNROUCH room THE LENSGENTta TO THE CASH WRAP. WTI AT LEAST • rEtT AT LACK CND. COIL RECESS CABLE ID CC LUNG OR CADIMCT. A•rLY EASE FAOCEDURC room rat LAD TO THE CASH WM,. A Siva -OUT Or CONDUIT IS RLOUINED AT LUNSCENTCR 5TATIO.IS. CRNERAL CONTRACTOR TO ►AOYIDE /.b /DUET. ORDER DATA CARLE, FULL IT TII►DUGii THE CONDUIT AND DO RLECTP1CAL MOOR -UT. 1 YPICAL -GASH WRAP B LERStENTERS N1LL1oAK ACCESS HOLE WILL RC FIELD CUT,, MI:LN HLCEIIAAT POR PROPER IHRTALLATI( THE $ELIAPORK SUPPLIER WILL rV1WICH • IMRTALL THE ELEC- TRICAL DOERS ONLY FOR THE MCRPTACLES. TTIEPHONE LINE. VISION 2000 EQUIPMENT 'HOOK -UP DIAGRAM Pb-WR 5UPrap1- NIKE CE TILEO ISOLATED DAOUND ORANGE PACED DUPLEX P. :LrTACiz NUXPELI. •IG_51f2 HT CLEC. CONTR. PRaAA PE TYPICAL TYPICAL: TO ELECTRICAL POWER SOURCE JUNCT ION BOX off. I CF IL 1NG T-BAR FRAME • 1 /2" FLEX 1 BLE CONDU IT ELECTRICAL NOTES: VISION 2000 NOTES: r Pis,R T U rar do 6Z BG GZ OZ SZ hZ , CZ I!:411111lli,! I I!!! ll111 I!l!l lil I!! i1! llltli!Il1!ll!!!I!!!II!ll!!!!ll �,, ..! .. -.sir r ....:.,' ... :.:,th '., «. e. ;`., ) >.- cC.. .r •i. f... •,;' +. , ,. e. „t. r:,',•+ ,:..;.. "t"r� ' tr • �o.. _'`'._..� � i1i1 � 11 I 111 + °11 1'il 1 1 111. �ih L �'�' I I i f I LII I•_ 1 1 1 111 1 111 1 111 + 111 (1 1 1 1 i l i 1 1 1 1 1 1 . I1 1 1 1 1�1 0 1e THS INCH 1 2 3, 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the-quality of the voriginal document. dZ 1.Z 0? 6L $l Lt 91 SL Oil 6L ZL • LL 01. 6 9 L 9 S 3 E Z L ww o !I11 Ii111` 11'11 11 11 I II ( Iii! I I� I ,II 11 I ! ' II I{i 1 II Il II II I I ii I Il I 1' 1 i tI II •• ( 1 1 1 I I.,,l, illy ,11 IIIII.ilhil 11111 111i1 IIIIIIi11 Ilnt::l;!!n!!I 1 ,11111111JIIlIIi„!Ii 1!il 111 .l!III!! ll111II111I111611 1!Illililiiill II !I I II ... .,,.. f . , '•;t:.,�" . ' <' . I III I Il1il illl,il 11i111111 "'a -n • , �.. ^� ` /" •�.M r .? 3Y.. t� ✓� • �4: � •ct �!. .. � .cr�istn { L• ��'� v ✓ �. �" )f !f . ;, � d r:<S ''. ;- >✓ ..p, ;aY3i`.°:�Y t' az... j. •xrt�.i i.+ '•�.'ic . L"•"[<.d .., �r.' •.fi°F�X.Mr:r ?..? ,� ..:��e - _cam_ [..r.'..i«!`t�.4 . c '� _ �. 1111ir11 (' M111111111111111111i1111111i1111111i1111111 9 t 10 11 'IAamommel 12 1. ALL ELECTRICAL EQUIPMENT MUST BE NEW, SPECIFIC'.l'ION GRADE AND BEAR UNDERWRITER'S LABORATORY LABEL. 2. ALL WIRING SHALL BE COPPER, MINIMUM #12 AWG, WITH TYPE TW, TRW, OR THWN- THHN INSULATION. INCANDESCENT FIXTURE WIRING SHALL BE RATED 150 °C. BRANCH CIRCUITS HOMERUNS OVER 125' SHALL BE MINIMUM #10 AWG. 3. ALL ELECTRICAL WIRING MUST BE INSTAL..LED IN CONDUIT. BRANCH CIRCUITS SHALL BE INSTALLED IN GALVANIZED EMT CONDUIT. CONDUIT MAY NOT BE RON IN DUCTWORK. SPACE ABOVE CEILING IS A RETURN AIR PLENUM. ALL ELECTRICAL WIRING (INCLUDING TELEPHONE AND CONTROL. WIRING) SHALL BE INSTALLED IN CONDUIT. TYPE BX ARMORED CABLE. WHEN APPROVED BY LANDLORD, MAY BE USED. 4. FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTIONS TO INTERIOR LIGHTING FIXTURES AND EQUIPMENT. IN NO CASE MAY EMT OR FLEXIBLE CONDUIT RUN FROM FIXTURE TO FIXTURE WITHOUT THE USE OF OUTLET BOXES. 5. CONDUIT AND OUTLETS SHOWN TO BE INSTALLED IN FLOOR MAY REQUIRE REMOVAL OF CONCRETE SLAB OR ROUTING OF CONDUIT UNDER FLOOR IN SPACE BELOW. COOR- DINATE INSTALLATION WITH GENERAL CONTRACTOR AND LANDLORD. 6. DISCONNECT SWITCHES SHALL BE GENERAL DUTY IN APPROPRIATE NEMA ENCLOSURES. A LINE VOLTAGE, HORSEPOWER RATED, DISCONNECT SWITCH SHALL BE INSTALLED ADJACENT EACH MOTOR. 7. TRANSFORMER NEUTRALS SHALL BE SECURELY GROUNDED TO THE BUILDING STEEL OR COLD WATER PIPE PER NEC AND LOCAL CODE REQUIREMENTS. INSTALL TRANS- FORMERS ON VIBRATION INSULATION PADS. 8. ELECTRICAL EQUIPMENT EXPOSED TO WEATHER MUST BE WEATHERPROOF. 9, VERIFY AND COORDINATE EXACT REQUIREMENTS FOR TELEPHONE SERVICE TO LEASE SPACE WITH TELEPHONE COMPANY, LANDLORD AND TENANT. ALL REQUIRED FEES SHALL BE PAID BY ELECTRICAL CONTRACTOR. 10. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND REQUIRED ELECTRICAL CONNECTIONS. 11. ANY REQUIRED ROOF PENETRATIONS SHALL BE COORDINATED WITH LANDLORD AND PERFORMED BY LANDLORD'S ROOFING CONTRACTOR. 12. VERIFY EXACT LOCATION OF ALL RECEPTACLES AND SWITCHES IN FIELD AND WITH MILLWORK DRAWINGS WHERE APPLICABLE. VERIFY ALL RECEPTACLE TYPES, WIRING AND GROUNDING REQUIREMENTS. 13. VISIT JOB SITE PRIOR TO BIDDING TO BECOME AWARE OF EXISTING CONDITIONS, POINT OF SERVICE AND SERVICE WIRING REQUIREMENTS. 14. ALL TEMPORARY WIRING SHALL BE REMOVED WHEN PERMANENT POWER IS AVAILABLE. 15. IF INSTALLATION VARIES FROM THE CONTRACT DRAWINGS, THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING "AS BUILT ` DRAWINGS FROM THE SUB- CONTRACTOR AND SUBMITTING SAME TO PLC. 1 . ROUTE CONDUIT FOR RECEPTACLE AS REQUIRED FOR LENSCRAFTER UNIT POWER AND LIGHTING CIRCUIT. 2 INSTALL TEFLON COATED DATA CABLE FURNISHED BY GENERAL CONTRACTOR FROM COMPUTER TERMINAL TO MAIN COMPUTER AT CASHWRAP. 3 ROUTE DATA CABLE FURNISHED BY pENERAL CONTTtA.L ABOVE CEILING .THRU BAR JOISTS. . MAINTAIN A MINIMUM CLEARANCE OF 24" FROM FLUORESCENT FIXTURES. 4 PROVIDE 3/4" CONDUIT AT 18" AFF, EXTENDED 6" OUT FROM WALL INTO CASHWRAP MILLWORK —AND .AND UP WALL TO 6'! ABOVE CEILING. • INSTALL TEFLON COATED DATA CABLE FURNISHED BY GENERAL CONTRACTOR THRU CONDUIT FROM COMPUTER TER- MINAL TO MAIN COMPUTER AT CASHWRAP. PROVIDE ONE CONDUIT FOR EACH DATA CABLE INSTALLED. PROVIDE TWO (2) 3/4" CONDUITS AT 18' AFF, EXTENDED 6" OUT FROM WALL INTO CASHWRAP MILLWORK AND THRU WALL TO LAB COMPUTER. (ITEM #21). INSTALL TEFLON COATED DATA CABLE FURNISHED BY GENERAL CONTRACTOR THRU CONDUITS FROM LAB COMPUTER TO MAIN COMPUTER TO MAIN COMPUTER AT CASHWRAP. Pg .JI of WOKE N I P I - ,1 E7 FP Gooe. LAY- IN FLUORESCENT FIXTURE RECESSED FIXTURCONNECTION DETAIL NOT TO SCALE ( tTv t ; ..,. . • ,wt 1i j3 ;L PERMIT CENT•CR Title seal ememonommeniourrommomminemomm Revisions: / Mark pater ,Q► 7408 ❑ Preliminary ❑ Advanced Copy M App'd. for Construction By Qattem A Division Of Tho United Slates Shoe Corporation Cincinnati. Ohio Southcenter Mall Tukwila, Washington ELECTRICAL SCHEDULES AND DETAILS REGISTERED - + LI!TECT DAVID A. UOKOV/ STATE OF WASHINGTON JIh 2 1+'9 1 THE ARCH ITEOTURE GROUP A PROFESSIONAL ARCHffECTURAL CORPORATION L'<s,., , C r ' Filf)E "'liX. A!rlun f'?( :../ ( .1 Architecture Planning Interior Architecture 2431 S. Acadian Thruway Acodion Centre Suite 230 (504) 922 - 4070 Baton Rouge. LA USA 70808 Architect's Project No. 9020 Sheet 1of 0 A fad. Date :4 1-2- 1 -9 1 Di awn By : OTC Checked By : P 116 Or 29 Description This drawing is the property of THE ARCHITEC- TURE GROUP and is not to be reproduced or copied in whole or in part. It is only to be used for the project and site specifically identified herein and is not to be used on any other project. It is to be returned upon request. Scales as stated hereon are valid on the original drawing only. Contractor shall carefully review all dimensions and conditions shown hereon and at once report to the Architect any error, inconsis- tency or omission he may discover. II" :r`.. A ' N • ;^rr- '. r MIE ART SUPPLY Motor Table of Contents and Divisions 0 through 16 are included for contrevtorel convenience only. Hcwt►er of pages must be checked against eotuel pages of specifivations. Contractor to determine epplLoablle tiviaions for required work as described in the inoluded contract documents. Section 16A DIVISION 16 - ELkt rRICAL SsCT.T.M, Wk " PART 1.01 1 CENkRAL SCOPA A. 5 . 1.02 GENERAL CONDITIONS A. The General Conditions and Supploz:entary Conditions are a. part of this section of these Specif.icetions. The ?electrical Contractor is cautioned tc read and be thoroughly familiar with all provisions of the General Conditions. These conditions shall be complied with in every aspect. B. The word "shall" where used, is to be understood as mandatory and the word "should" as advisory. "Hay" is used in the permissive sense. 1.03 GENERAL REQUIREMENTS A. The Electrical Contractor is referred to all of the Drawings for building construction as well as the electrical Drawings. D. The Electrical Contractor shall examine the site and shall verify to hie own satisfaction the location of ell utilities, and shall adequately inform himself as to their relation to his work before entering into a contract and he shall base his bid on any conditions which may be encountered during the progress of the work. C, The Electrical Contractor shall furv.ish and install properly all materials, devices, equipment, supports, controls, appurtenances, etc., mentioned or required to make complete or satisfactory installations in working order whether shown or not. All electrical,eauipment shall be connected in accordance with manufacturer's instructions. All work shall be executed in a workmanlike ]canner and shall present a neat and mechanical appearance when completed. D. Electrical service required for all equipment furnished under this general contract shall be roughed -in and connected by the Electrical Contractor. it is the responsibility of 1.04 WORKMANSHIP A. w All work shall be done a 9 e thorough substantial, in horau al i and g workmanlike winner by competent workmen. Applicable rules of the Notional Electrical Code apply as a minimum standard for this contract, but do not replace or reduce any specific requirement herein. 1.05 DRAWINGS 1.06 SUPERVISION Basic Electrical Requirements Davie Electrical Materials and Hethode Service end Distribution Lighting ETC -1 16A -1 16A -2 MAR,; /PAGES 16A 1 -7 160 1 -7 16C 1 -3 16D 1 -2 E -3.0 E -3.0 E -3.0 E -3.0 The work to be done under these specifications shall include the furnishing of all labor, materials. (except as described below), equipment and servicee required for a complete electrical systac as specified herein and as shown by the Drawings. This includes but is not limited to 1. Main Electric Service - Contractor shall coordinate with local utility company or lend to obtain electrical service as specified on the Drawings and those specifications. 2. Power and Lighting - Contractor shall furnish and install the electrical systems and products shown on the Drawings as described in these specifications. 3. Electrical Wiring - Contractor shall be responsible for wiring end termination of electrical equipment specified in the electrical sections of the Drawings and Specifications and for electrical wiring and connections required for equipment or systems specified in other sections of the Drawings and Specifications. 4. Material - All electrical fixtures, lamps, and distribution gear, including trannforners, safety switches and power panels shall be purchased by the General Contractor from the following supplier: General Electric Supply Company 900 Enst Ross Avenue Cincinnati, Ohio 45217 Contact: Mr. Mike Gallagher (513) 482 -3700 All other electrical items specified herein or called for on the drawings shall be furnished by the Electrical Contractor. Demolition -• Electrical Contractor shall disconnect wiring at the existing power panels, disconnect all wiring back to the service ewitchgoar and disconnect any mechanical equipment for the General Contractor to perform required demolition. 6. Temporary Power - Temporary power shall be provided by the General Contractor. Refer to Section 1D. the Electrical Contractor to obtain. correct roughing -in dimensions and requirements for this equipment. Refer to the Heuhenical end Architectural Sections for these Specifications. A. Plans and detail sketches are submitted to limit, explain, and define structural conditions, specified requirements, conduit sizes, and mariner of erecting work. The Contractor is cautioned to field check and verify all existing conditions telex bidtijrg as not extra will be allowed for conditions; found different than is represented in the construction drawings and /or specifications. Written approval of the General Contractor and the Owner shall be obtained prior to any alterations or additions to specified work. B. Structural or other conditions may require certain modifications from the manner of installation shown, and such deviations are permissible and shall be made as required, hut specified sizes and requirements necessary for satisfactory operations shall remain unchanged. Shifting of conduits or equipment nhail referred to the Engineer for approval. Extra charges will not be allowed for these' changes without the written approval of the General Contractor and the Owner. No "extra" work, shall be performed without the written approvals. The drawings and these specifications are complementary to each other and what is called for by one shell be binding as if called for by both. C. General arrangement of work is indicated on plans. Due to the. snail scale of the drawings, offsets, fittings, and boxes required are not all indicated; provide as needed in accordance with codes and accepted practices. 16A -3 A. The Contractor shall personally or through an authorized and competent representative, constantly supervise the work from beginning to completion and. final acceptance. So far as possible, he shall keep the sass forenan and workman throughout the project duration. 8. During its progress, the work shall be subject to inspection by representatives of the Architect, at which times the Contractor shall furnish assistance. C. It is not the Engineer's duty to direct or guarantee the work et the Contractor, but to assist the Owner in obtaining a complete building in accordance with plans, specifications and addenda and to furnish engineering services in accordance with recognized practices. 1.07 PRIOR APPROVALS A. The Electrical Contractor shall nese his proposal on saterials an specified herein. Any references to ti specific manefeicturer or trade name is nada to ostabiieh a standard of quality and to define tt type of product . and in no way ie intended to indicate a preference for a particular manufacturer, except as limited by paragraph 1.01 of this section of these specifications. It is the intent of these apecificationo to Allow all sendfacturers of equipment, products, etc., judged equal to the specified product to bid on ti competitive basis. Requests for substitutions or prior approvals of same shall be rade at indicaittd by the Architect in his Instructions to Siilders, General- Conditions of the Contract tor Conct'ruction, Supplementary General • Conditions, Special Conditions and /or general regeiremerlte. 1.03 NEASUREMRN S A. The .electrical Contractor "sha11 verify all measurements and shall be responsible for the cerrectnecs of sane before ordering any materials or doing any work. No extra charge or Compensation will' b0 ellove'i on account of any differences between the actuisl measureeerts and those indicated on the drowingsl 16A - 4 PART 2 PRODUCTS 2.02 2.02 Drawings or specified herein. The Electrical Contractor shall coordinate with the various Sub - Contractors to provide the properly sized equipment without additional cost to the owner. 2.01 MATERIAI. AND EQUIPMENT A. All materials, equipment, and accessories installed 'ender this Contract, whether approved or not shall conform to all rules, codes, etc., as recommended or adopted by the National Association governing the manufacture, rating and testing of such materials, equipment, and accessories. SHOP DRAWINGF A. The Contractor shall submit to the Architect a complete descriptive and dimensional data on the following items for review and approval as soon as poneible after the Contract is let: 1. Dimmers 2. Time Switches 3. Wiring Devices B. See General. Requirements for number of copies of shop drawings to be submitted. DIVISION 16 - ELECTRICAL SecTICsi lid - A;z1S F.:.EC1RICALEDTE$IAL1..Afl 111201 L13 PART 1 GENERAL 1.01 GENERAL REQUIRF.HP.NTS A. All material furnished shall new r r a be and s 1 n 11 b ne hall conform to all rules and codes as recommended or adopted by the National Association governing the manufacture, rating and testing of the material. B. All electrical equipment shall be UL listed for the intended use. PART 2 PRODUCTS 2.01 RACEWAYS AND FITTINGS A. Raceways permitted on this project shall be hot dipped galvanized rigid steel conduit; rigid aluminum conduit; intermediate motel conduit (INC); electrical metallic tubing (EMT); flexible metallic tubing; liquid -tight flexible metal conduit; and polyvinyl chloride (PVC) conduit. B. Flexible metallic tubing and EMT shall only be pet in spaces above finished ceilings and within t:nclosed 'wall within the interior of buildings. Flexible metallic tubing shall only be permitted for the final four (4) feet of conduit runs to ; ixtures located cove finiched ceilings. No flexible metallic tubing or EMT will be permitted exposed. Also, EMT may not be installed in or below concrete slabs. Generally, new conduits shall be the same type as existing circuits with the same type service and location. C. All conduits used for receptacles and run under the building slab shall be hot dipped galvanized rigid steel and shall be 3/4" inches minimum size. D. Flexible metal conduit or liquid -tight flexible metal conduit shall be used for the final connection of runs to motors. Where used, an external grounding conductor shall be run with conduit unless conductor is made as a part of the conduit. E. If PVC conduit is run, a grounding conductor shall be pulled with the circuit conductors. PVC conduit ,Shell Dp•1i be run exposed. EXPOSED CONDUIT A. Exposed conduit shall be firmly supported en galvanized UNISTRUT, POWERSTRUT, or KINDORF hangers; on brackets, hangers, or pipe straps; or by beam clamps. 2.03 FLEXIBLE CONDUIT A. Flexible motel conduit shell bo sited end supported in accordance with Article 350 of the NEC or more stringent local codes. A separate equipment grounding conductor sized in accordance with NEC Table 250 -95 shall be installed in flexible conduit unless exceptions are allowed by governing codes and if the fittings used are UL listed for the purpose. Liquid -tight flexible metal conduit shall have a spirally wound, flexible, galvanised steel core and a tough extended synthetic mois,ure -tight outer covering. All flexible conduit shall be UL listed. 2.0 GALVANIZED CONDUIT A. Galvanized conduit furnished in accordance with these specifications shall be of mild steel piping, galvanized inside and outside, and shall conform in all respects to the Federal Specification, WW- C -581d, American Standard Association rigid Stool., Conduit Specification 080.1 -1959 and Underwriter's Laboratories Specifications. Each piece of conduit shell be straight, free from blisters and other debris, cut square and taper reamed, and furnished with coupling in 10 foot length threaded each end. 2.05 SUPPORTS AND FITTINGS END OF SECTION 16A -7 16D -1 A. All conduits shall be firmly secured With pipe clomps, conduit straps, or suspension hangers as appropriate. Perforated strap supports will not be permitted. Fasten to steel with screws in tapped holes, to wood with wood screws, and to masonry with expansion anchors. Expansion anchors shall have a minimum pull out load of 1,200 pound,.; and an ultimate shear load Of 1,950 pounds. D. All conduit, fixtures, and accessories shall be rigidly supported to fore a firm, well - braced ,installation. Supports shall be spaced at intervals of eight (8) feet traxlmum for rigid conduit and five (5) feat maximum ter 1'NT- and as necessary to obtain rigid support. 168 -a 2.14 SPEC.IAI. PURPOSE RECEPTACLE A. Provide receptacles for special purpose devices as indicated on the plans. Refer to equipment specification for proper receptacle to be supplied. 2.15 TIME SWITCHES A. Unless noted otherwise, time 'twitches shall be by Tork, typo TW Soritr, 7 -dn7 calendar type with manual on- off -auto switch and sixteen (16) hour spring reserve power feature. Equal by Precision Multiple or Paragon accepted. Units elect be rated for the voltage connected an•1 shell be supplied with number of contacts as required. :J,.ito must be quiet operating and have cabinets and covers as indicated. Surface mount units to have extra case cover. 5..bmit timers for review. 2.16 MOUNTING 1lEle I A. Unless othorwise noted on the drawings or required ►;y the Architect, the following mounting heights shall apply: Toggle Switches 4' -6" Receptacles pea. Panelboards 6' -6" to top Telephone O.itlets 1' -6" Safety Switches 6'• -6" to top Thermostats 5' -0" above floor Motor Control Equipment 5' -0" Wiring Devices above counters 0' -6" above counter top Enployee Time Clock 4' -0" 2.17 TEI. PItOHE RACEWAY SlSTEM A. Telephone raceway nystem shall consist of 3/4 inch conduits with pull wire between each outlet to 6" above the ceiling space. The backboard shall consist of a 4'x4'x3/4" plywood panel with a 2" empty conduit, with pull wire from the backboard to 6" above the ceiling. Each outlet shall be covered with a single opening ivory cover. Install a 46 AWG conductor to the nearest cold water pipe for grounding at backboard. 2.18 SHOKR DUCT DETECTORS A. Where Nall Management requires connection of duct smoke detectors to the iiell'e central smoke nlarm system, this contractor shall be tespenr.ible for providing nil necessary labor and materials required to compl:te this work in a manner satisfactory to all governing coden and Mall Management. Smoke duct detectors nhall be provided and installed in the ducts by the Mechanical Contractor. free and have an adjustable, trim setting for the lower illumination threshold. Units shall be by Prescolite, Lutr.on, Power Controls and be suitable for low voltage service as required. Submit all dimmers for review. 1611-6 run OF SECTION 168 - 7 DIVISION 16 - ELECTRICAL. i 9111t1Qtt_.L it - LLGH1'It(G PAR';' 1 GENERAL 1.01 PART 2 PRODUCTS 2.01 2.02 FIXTURES LIGHTING SCHEDULE ' notice, 1C is due to :.he quality of the •Iprigi,nal document. OE 6Z 8G G% 9? GZ 7Z Ee 'CZ LZ 03 61. 81, Ll 91 St ht Ct ZI Ii O1, I! III�i IIIIIIIIIlI�I fIIiIIIIII!IIIIiIlIIllllll! 1111! IIIII N! iIIiIIlIIiI!! il�lli{ �lil !Ii111i!!)fill!�Ilfill)li!I!IIi {III III!!! III!! i!! IIII! IIIlI11I1ifiIIIII�IIIlIl111�iIIlII IlII!illll!iIiIIlllll!IIIIII A. The Electrical Contractor shall install lighting fixtures and accessories as shown on the drawings and /or described herein. The Electrical Contractor shall also install lamps for all fixtutoU. LAMPS AND BALM STS A. Unless noted otherwise on the drawings, lamps installed in each fixture shall be of the type specifically recommended by the manufacturer of the fixture for use in the fixture. Fluoree cent lamps shall be General Electric Sf•k30 Watt Miser, Warm White. B. Fluorescent ballasts :.hall be rapid- start, series sequence, high power factor type, General Electric Optimiser Ballast. Fluorescent ballasts shall be Class P, sound rated A, and ETL certified as meeting CBM specifications. A. Fixtures as described in the Fixture Schedule on the drawings shall be furnished by General Electric Supply Company of Cincinnati, Ohio, (see Section 16A). The Electrical Contractor shall properly inctai' fixtures. D. Catalogue number shown on the drawings or descriptions of lighting fixtures contained herein may indicate fixture compatibility with certain types of coiling construction. Electrical Contractor shall determine exact type of ceiling actually to be furnished in each area and shall obtain fixtures to st!it, deviation from specified catalogue numbers, or descriptions only where necessary and 'only to the extent nrrcomsary to insure fixture /ceiling compatibility. 2.03 LAMPS 160 -1 A. The General Contractor shall insure that General Electric Supply Company of Cincinnati furnishes a one year supply of lamps to be stored at the site at the completion of the work. Spares shall consist of the following: 1. Fluorescent a. 4' long tubes: One (1) spare case of F4OSPX -30 RS/WM. b. 2' U- tubes: One (1) spare case of F4OSPX -30U6. 2. Incandescent a. Provide 12 - 042 M1? -16 NFL -EYS. b. Provide 6 - QS0 HR -16 FL-EXN (if applicable) c. Provide 12 - 150 PAR /FL. 2.04 EXIT FIXTURES A. •>Y X , ;., s • ' ',.. -: 2 :' .. ... .. �•. .�. :: �. .;..o IIIIIIIIJIII ,IIIiIIIIIIIIIIIIIIII1IlJIIiI1F jLI , IIJI1l111111111111111 `111111III{ 1111111( 11111+! 1lil 1l 1l 1l!lIIIIIIIIjlfl�lII�{Ii�;II�II 0 Is TH S INCH 1 2 3 4 5 6 7 8 NOTE: If the microfilmed document is less clear than thin Exit fixtures shall be installed according to Life Safety Code requirements, with face(s) plainly visible and directional arrows indicating the proper direction or egress. END OF SECTION 16D-2 , i 11111111111111111111111111111111111111111 111111i111111 9 10 11 WAX 1 " / " Y 40 9 6 9 c 7 C Z L ww 0 i!IIIII!! lilt !II!lIIIIII III! ►iIIIIIIIIIIII!IIIlilll l!illiilllll!IIIIII .; t. IIPAXIGUGGILGOGGIGGen ;.f 7.` RECEIVED coy of TUKWit JUL 1191 PEnwor f irER -( "rr ler 1.09 LAMS, P6RNITS AND 1 A. Tho entire electrical work shall comply with the rules and regulations of the City, County, and'6tato, inolt:ding the State rite Marshall and State aboard of Health, whether so shown on plans or not. The Contractor shall pay fees for pewits, inspections, etc., and arrange with the major authorities and utility companies for all service connections, verifying locations ani arrangements and paying charges pertaining thereto. 1.10 APPLICABLE GENERAL CODS AND REGULATIONS A. All electrical work and equipment, in whole or in part, shall . conform to the applicable portione of the following specifications, comes and regulations in effect eft► that date of invitation for bids, and shall form a part of this epectficetion. , 1. National Elec trical Code 2. National Electrical Manufacturers Association Standards 3. National Fire Protection Association Recommended Practices 4. Local, City and State Codas and Ordinances 8. National Board of Fire Underwriter's Recommended Practices 6. Life Safety Cede 7. standard Building Code. B. Equipment which has been inspected and approved by the Underwriter's Laboratory shall bear its label or appear on its list of approved apparatus. 1.12 1.13 :., COMPLETION A. The Contractor shall leave all electrical equipment with proper connections, and in proper working order. Ho she1L test the entire electrical system in the presence of the Engineer of his representative to show that it is properly installed. Contractor shall leave all panels and switches• completely fused or complete with circuit breakers. GUARANTEE A. The Contractor shall guarantee to keep the entire electrical system as installed by him or his subcontractors in repair and in perfect working order for one (1) year from the date of the final Certification of Completion issued by the Engineer, and shall furr.iah free of cost to the Owner, all material and labor necessary to comply with the abcte guarantee; said guarantee shall be based upon defect.ve material and workmanship. In any case where equipment has a factory warranty exceeding this one (1) year limit, the full extent of the warranty shall apply. RECORD DRAWINGS 16A -S A. The Contractor shell furnish one (1) complete sot of drar.?ngs on which any changes in the work shall be shown. T1►ese drawings meet be turned over to the Architect prior to find acceptance of the work. In the event unforeseen obstructions occur in the work, the Contractor shall confer with the Engineer and obtain his written consent before undertaking any deviation from the governing plans. 1. 14 CONTRACTOR SPECIAL NOTE A. The Electrical Contractor is again cautioned to refer to all parts of these Specifications and all Drawings, not just electrical Sections, and the individual cross references made to other standard specifications or details describing any electrical work which nay be required under these other sections. The Electrical Contractor is cautioned to note carefully any other sections which may reference electrical work in order for this Contractor to fully understand the wiring requirements and electrical work that is required. Any conflicts found between the electrical sections of these Specifications or Drawings shall ae immediately directed to the General Contractor for clarification. B. There Specifications and the electrical Drawings size equipment, wire, conduit, etc. based on the horsepowers of motors and /or wattages of equipment as shown on the plans or specified herein. The Electrical Contractor shall install electrical raceways, conductors, fuses, safety switches, breakers, contactors, starters or any other electrical equipment with the capacities to suit the horsepowers and /or wattages of the equipment agegelly furnished and installed. The Electrical Contractor shall not furnish or install any electrical raceways, conductors, safety switches, contactors or motor starters of sizes smaller than those shown on the 16A -6 C. sittings for conduit shell be an approved type specially designed and manufactured for their purpose. ?H1' fittings shall be water - tight, compression type. Rigid metal conduit fittings, bushings. and other components shall be galvanised or sheradized. 2.06 WEATHERPROOF EQUIPMENT A. All d.iiconnoct switches, starters, and other electrical equipment located on the exterior of the building or exposed to the. outside Shall be a rain -tight enclosure. alleaMellaaallaasararallarallINNNO B. All lighting fixtures or other devices located on an exterior wall of the building shall be mounted on a flush- mounted, cast outlet box. 2.07 OUTLiIT AND SWITCH BOXES A. Outlet boxes in concealed conduit systems shall be flush mounted. Boxes shall be galvanized steel of sufficient also to accommodate devices shown and shall have raised covers whore required to meet requirements of NEC Article 370. B. Boxes for lighting fixtures shall be 4 inches octagon, not less than 1 -1/2 inches deep. with fixtures stud fastened through from back box. Where boxes are installed in c concrete slab, boxes. designed for this application shall be used. C. Outlet boxes for switches in concealed work shall be standard switch boxes of required number of gangs. Outlet boxes for receptacles, telephone and communication use in concealed work shall be 4 inch square, not less than 1-3/2 inches deep. Outlet boxes for switches and receptacles installed in exposed conduit system shall be cast iron type FS or FD, number of gang as required. Outlet boxes for telephone and communication use in exposed systems to be cast, 4 inches square, not less than 1 -1/2 inches deep. 2.08; , FLOOR BOXES A. Install gray cast iron, weseer- tight, four inch diameter by a depth which will permit required connections, floor boxes. Include floor plate, flush screw plug, gaskets, protective 168••3 cover, and leveling screws. Furnish floor plate end lift cap cover of heavy brass with polished finish. Provide five (5) inch dir,acter flour plate flange flush with finished floor using carpet ring as required. Power boxes shall contain single 20 amp, 125 volt, AC rated receptacle. 2.09 WIRE (600 VOLT AND BELOW) A. All conductors u,.ed in the work obeli be of soft drawn annealed copper having a conductivity of not less than 98% of that or pure copper. Conductors shall be standard code gauge in size, insulated and shall have insulation rated for use at 600 volts. B. Unless noted otherwise or specified, insulation shall by type TIIW, THWN, or THHN for sized up to and including No. 2 AWG. Insulation for wi:o sizes or larger then No. 2 AWG shall be typo TWH, xnHw, ar THHN. Wire- shall be of the single •vonducter typo. Sizes No. 8 AWG and larger shall be stranded. C. Throughout the system, all conductors shall be identified as to the phase and voleago of the system by color coding in accordance with NiC 210 -5. Color coding shall be continuous the full length ft the wire. Surface printing at regular intervals on all conductors and only for neutral conductors. D. The us* of BX wiring shall be allowed where permitted by local authorities and as allowed by the National Electrical Code. E. Wire shall he as ranufactured by General Electric or equal as listed by addcndur. 2.10 WEATHERPROOF RECEITACi.Y.S A. Weatherproof receptacles shall be duplex receptacles as specified under WIRING DEVICES, mounted in a cast iron type FD conduit box and fitting with gasketed metal cover with spring. Weatherproof receptacles shall be flush mounted in exterior walls. 2.11 WIRING DEVICES A. Wiring devices shall be as listed. The color of devices shall be ivory unless otherwise specified, and shall match color of outlet cover plate. It shall be the responsibility 16B -4 of the Electrical Contractor to provide plugs, receptacles and fittings required for and equipment furnished or installed or convected under the contract. Devices by General Electric accepted. Submit for review all devices to be used. 2.13 DIMMER SWITCHES Tgggle_ayal nee: Single and double pole, three and four way, 20A 120/2 GE 5951. ()epics: 20A, l25v, NF.MA 5 -10R: GE 5362. DeeleX._ 19.RRLa1. SirAde: 20A, 125v, NEMA 5-108: GE 8300 Dsrrl _.Is91AlQS1 _ Qenel: 20A, 125w, NEMA 5 -20R: GE 8300 -1G Single: 20A, 2P, 3W, 250v, locking device (mates with Hubbell male plug 49965 -C). Use Hubbell 7310 or other manufacturer's eg,ivalent. Install at equipment No. 1. 3 and 4 locations 6Ing,1e: 30A, 2P, 3W, 250v, NEMA 6 -30R: install at equipment No. 2 location: GE 4138. ,5 30A, 2P, 3W, NEMA 5 -30R: eE 4139. 2.12 OUTLET COVER PLATES A. Unless otherwise specified, all outlets including telephone outlets shall be fitted with cover plates. Cover plates shall be standard size, uniform in design and finish for switches, receptacles and other outlets requiring .cover plates. Plates shall eceone piece of the required number of gangs. Plates shall be plastic unless otherwise noted. Plates and devices s match in color and shall be ivory color. A. Provide where shown on plans a recessed combination solid state adjustable dimming circuit with a switch of the number of poles shown on plans. Actuating device to be same color as switch plates used. t shall be rated for at least 25% greater than the connected wattage and suitable for the service connected. Units to have variable voltage compensating circuit, be radio and television interference 160 -5 DIVISION 16 + ELECTRICAL f;BQION 160 r ESIV ;CI AHb UZB_Tn1BUTYOli PART 1 GENERAL 1.01 BYSTSK VOLTAGE A. The distribution voltage shall be 480/277 volt, 3 phase, 4 wire, or 120/208 volt, S phase, 4 wire, as described on the drawings. PART 2 PRODUCTS 2.01 SAFETY SNITCHES A. Switches shall be HERA General Duty Type ND and Underwriter's Laboratories listed. All switches shall have switch blades which ore fully visible int he "OFF" position with the door open. Switches shall be deadfront construction with permanently attached arc suppressers. Lugs shall be UL listed for copper and aluminum conduoter and front removable. All current carrying parte shall L4 plated to resist corrosion. Switches shall be quick-make, quick -break such that during operation of the switch, the operation of the contracts shall not be restrained by the operating handle after the closing or the opening action of the contracts has begun. switches shall have cover interlocks to prevent opening of the switch door while the switch le in the "ON" position or closing the switch with the doer open. Switch shall have padlocking with the door open. Switch shall have padlocking capabilities in the "OFF" position. B. Safety switches shall be rated 600 volts foe 480 volt service and rated 240 volts for 208 volt service. Switches shell be HENA 1 enclosed for indoor applicati,ns and NEMA 3R for outdoor or wet area locations. 2.02 CIRCUIT BREAKER PANF.LDOARDS 2.C3 FUSES 16C -1 A. Panelboards shall be sized as shown on the drawings and schedules, and shall be the bolted breaker panelboard typo. B. e All branch breakers are to he quick - mete, quick -break (overcmnter toggle device) with trip indication and common trip on all multiple breakers. Trip indication shall be clearly shown by breaker handle taking a position between "ON" and "OFF" position. Breakers shall be ambient compensated to carry full NEC load in 120 degree F room temperature. Panelboards shall have distributed phase busing throughout. CIRCUIT BREAKERS SHALL DE CALIBRATED TO CARRY FULL LOAD OF CIRCUIT AT 50 DECREES C. C. Minimum interrupting capacity of breakers shall be as shown on panel schedules. No breakers shall be rated less than 10,000 RMS symmetrical amperes. D. Branch breakers shall be numbered 1, 3, 5, etc. from top to bottom beginning at the top of the left hand column so that fl shall be on pliant) A, 13 on phase 8, and 45 on phase C. E. All breakers shall be bolt on typo. Panelboards, for 120/208 volt service shall be equal to GE type NLAD and 11110 for 480 volt service, or approved equals. A. All fuse holders shell be provided with dual- oiement, timelag fuses as scheduled on the drawings or as recorrmendod by the equipment manufacturer. Fuses shall be rated 200,000 AIC. Fuses shall be Buss Fusotron, Economy Econ, or Chase Sliawmut ''ri -Onic for component protection and Buss Limitron, Econc•my Econolin, or Chase Shawaut Amp -Trap for circuit protection. 2.04 DRY TYPE TRANSFORMERS A. Contractor shall install dry type transformer(s) in the size and at the location(s) as shown on the drawings (if required). Transformers will be used to step clown voltage from 480 volts to 120/208 volts. All transformers shall comply and must be tested in accordance with UL, HERA and ANSI standards. B. Tranefocraers shall have the KVA ratings shown on the drawings. Transformers shall be three phase type rated for 480 volts primary and 120/203 volt socondary an shown on the drawings. Transformers shall be self - cooled. When transformer is delivering full KVA load continuously, temperature rise shall not exceed 150 degrees C above a 40 degree C ambient with 200 degrees C terr.Eerature class insulation system. The average sound level shall not exceed HERA standards. Transformers shall have four external typo taps, two 2 -1/2% FCBN and two 2 -1/2% FCAN. 16C -2 C. Transformers shall be floor mounted on Isolation pads. Enclosure shall be heavy gauge steel with ventilation oponiacs protected against falling dirt and drip, and shall be sr,t against actual touching of live pnrts. A nameplate in accordance with NEMA standards shall be permanently affixed to the enclosure. D. Transformers shall be equal to General Electric type QL or approved equal. Etna OF SECTION 16C -3 i ?e.'r _ x_ . :'t .. :$...:�,i�,sc..... :. sue,, :.. a, -a eeaaeeettetat iMatp • --•-- - �........ a,.M.,.o,,.,,�rw • Cincrn Onto -,•-- `- Nom 1 it A biriaioA 01 1'h8 Ua►1ed Stal S noe Cp ►004 )tea Southcenter MdII :Tukwila, Washington Idiot . Electrical Specifications Archite Plantain • Interior Ardhitedure• A PROFESSIONAL ARCH:TECTUf2AL CUPi?C3R�d1 � : ., •.t. 2431S Acodion Thruway Acdcflo ;Centrsi Sutti2,r (504) 922-4070 fiction Rot a :iA'LaA; It s, Architect's Pr 902 , oreet .w _ - - - ,' This drawing is the property of TIRE AR$HiTEC. TURE GROUP endts to 10 ‘ teddtiatedi';.. cowed N1 whOlblef !fl p il. �t,is Oftty to .De y 1 kit the Protect and 8t($ spi3c% cat) tit arld i5 farm to be used Oh any r pfoikrct 11 IS it) t returned Oa, reque3si r r' ' Scale's at s: stated. )hereon are vafnt! on 1e!irr Nf '• drawing Only ? ontrac(orlIttaII car' ft ** 0 id ienswortS, end condl ;shawir, once repofi to that Aril act e n sty t►1�t�tl , Olney or orrifis, tclt'► he 14 Fi$t Y1 .;t