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HomeMy WebLinkAboutPermit D99-0320 - Zany Brainy - Tenant Improvement.k .k„,• k , • kkk,, k 1 Zany Brainy • Oc:cupariL. ZANY 'BRAINY Building Address 17396. SOUTHCLNTER PY ''TEN T IMPROVEMENT. " BUTLF .,' G OF' F'7 Cl AL 11 CERTIFICATE: OF OCCUPANCY' CITY OF TIJKWILA 6300 , SOIJTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98138 THIS CERTIFICATE IFICATE I SSUED:.-�PURSUANT,, TO THE REQUIREMENTS S OF 'SECTION 109 OF THE UNIFORM BUILDING CODE CERTIFYING: THA1 Al .THE' TIME. OF ISSUANCE THIS STRUCTURE WAS IN - COMPLIANCE WITH ThE VARIUUS : ORDINANCES Ur :T CITY ' REGULA1'1NG BUILDING CONSTRUCTION OR USE FOR THE' FOLLOWING;: PrxrC.. Ifi:, • -9479 t,ner MBK NORTHWEST• o: 099 -0320 OcauparW l oad c1 352 Type of :Conai V.N. THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 262304 -9079 17396 SOUTHCENTER PY ARET DEVPERM V -N 001 North: TUKWILA Contractor License No: MITCHCI044MN OCCUPANT ZANY BRAINY Phone: 17396 SOUTHCENTER PY, TUKWILA, WA 98168 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT ROB KING Phone: 425 -778 -1921 20503 88 AV W, EDMONDS, WA 98026 CONTRACTOR MITCHELL CONTRACTORS INC Phone: 206 -463 -5838 PO BOX 167, VASHON, WA 98070 * k***************************************************** * * *•***•k* * *** *•k * **** ** ** * * *** * Permit Description: TENANT IMPROVEMENT. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 168,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N *****************************************************• k * * * * * * * *•k * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 2,272.51 *** k************************************************** * * * * * ** * * * * * * * * * * *•k * * * * * * * * * ** Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provis' of any other state or local laws regulating construction or the performan e o wcfrk., I ani authorized to sign for and obtain this development pern DEVELOPMENT PERMIT .0 South: .0 Sewer: TUKWILA Slopes: N Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERED /AFA East: .0 West: .0 Permit No: Status: Issued: Expires: Streams: Date: 1117:3/ I (206) 431 -3670 D99 -0320 ISSUED 11/23/1999 05/21/2000 BM_ Dater ∎-D3-99 Print Name:__' O This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Addr,eSs:' 17396 SOUTHCENTER PY perm t No D99-0320 Sti:i te: • • Tenant : . Status: ISSUED: "evoi: DEVPERM APpl ied: 09/01/1999 Parcel #: 262304-9079 : Issued: 11/23/1999 Permit Conditions: . 1 4 ‘ 1 9 - w i l l be made to the plans unless approved by the Engineer and the Tukwila Bujlding Division . 2 ,Plumbing Permits shal1.7be- through the Seattle-King . , `.County Department ,.of,'.:Public Heal th. FiluoiOng w i l l be • inspected by that agencv lncludirvg al I gas piping (296-4722) ' 3. ' sha I 1 no - ,occupancy of the bui 1 din'g (S) until the 'f inal inspection has been completed .by the Tukwi la BUI,l..ding Inspector.'..- 4 Electrical permi ts . shall be obtained through the Washington ; State r .-Di.Vision'.of Labor and ,Industries and a1.1 electric:di'. work will be inspeateci„bylthat agency (248-6630.) 5 Any new 001 ing grid and light fixture installation Is 'required . to meet lateral bra,Cing requirements for Se i Smi c Zone 3 Partitvon wal 1 s attached to , e i ling grid must be laterally braced f over eight (6) feet : in, length; 7, All,.:bonstruct ion to be 'done- in conforniance with approved , , plans and v'equir:elitents,..of the 'Uniform 'Building Code (1997 Edition) as emended, Uniform Mechanical Code (1997 i ti oh) an'd.'Washington State' Energy Code, (1997 Edition) . 8 '-AnY::exposed insulations backing material; shall have a 'Flame Spr*ad Rating of 25 or less, and material shall bear identl- tion the f ire performance rating :thereof CERTIFICAlt OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT CITY OF TUKWILA • • Project Name/Tenant: .°*Ik14 13 & tw / Existing use: / Retail ❑ Restaurant ❑ Multi- family CI Warehouse ❑Hospital ❑ Church El Manufacturing El Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: 076 c Site Address: City State /Zip: 1 739 . `S. 0 TH.CTi/4 re... ( (2.K. LrYc Y -1L- c cL> cctA , (,o Tax Parcel Number: -7:,-6 1- Q - 6 /O 7`f - ©G Property Owner: t'Ak3 k.... 1'(. . Existing fire protection features: ® - sprinklers Q' automatic fire alarm ❑ none ❑ other (specify) Phone: Z 33(p - Street Address: __ t9 :(ct 5 (..) ( Rik �..- City State /Zip: L I uo, oiz_ Fax #: so3 6,3c, - -1331 Contractor: 1 7 03 5 .--- Phone: Street Address: City State /Zip: Fax #: Architect:_ .. < 1 ■6/t!E /C. S-779-A‘a E. , Phone:3 ‘ 7 0 a 3 ,..f Street Address: City State /Zip: .--" r. »'A:17e9iJ5 r'd • L(ca 60, a 1-S ?ct.� ,-- Fax #: 6 ci z3.s Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: itS kt4 (\ Phone: X2.5 l)r ?Z/ Street Address: City State /Zip: - v5 R e T -. ,l (J. c:- .44 ` 44. ct "b ' LAM . I R'RS ZC Fax #: 2 . "7 71' - 7 5 y 1 - f Description of work to be done: 1.h..t, t '� � cyF"T z, 1, T► ►.i 6. A.c. -cc N.,::_--6._) LOc A 1-(.0 2i 1'„Esr -- mac L SC' Ukca.5 5C)c ( Existing use: / Retail ❑ Restaurant ❑ Multi- family CI Warehouse ❑Hospital ❑ Church El Manufacturing El Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail El Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ,- no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? , :1 yes ❑ no Existing fire protection features: ® - sprinklers Q' automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: - existing Area of Construction: (sq. ft.) t - 4. c]C.5c) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKW( Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ommercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST, FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE :FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension El Storm Drainage ❑ Street Use in Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accept Date a�llcall n ee ApplicatX by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 BUILDING OWN Oh A1)T bRIZED AGENT: t l Signature: --� �� -, � , Date: ` , .. ti � Print name: ». ', , ;" .: -( ; , / i i (. _ ._. r`, - C„° t5 /d ', Pp one: . ,,, ., i ,, `, ! , `, Fax #: Address ,..: ; 't' i .Y- 't ; 't- 7, tt �l ft -, 2; f , City /State /Zip ( ALL COMMERCIAUMUL AMILY TENANT IMPROVEMEN TERATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ' ❑ Complete Legal Description Q ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). �{ Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ x LJ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ 0. Floor plan: show location of tenant space with proposed use of each room labeled ❑ ,C1 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site ❑ El Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ , ❑ Indicate proposed construction of tenant space or addition and walls being demolished El l,:_l. Construction details El ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. �t 7 CI Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. i� l ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). r El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this. submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMI"I'.DOC 1/29/97 r:tFt Ak, lA.*: ha. rh; it A• *A:hk* 4 k.kk :•j r: 4• k: 4•. lkk *:4'r,tA**'iFAAAlf�t*:ldo Ni `r or iUI <WICA 1 j gq--03 O :4Ar4:l•kA*.4AAk*h'1 t 4: *A •+k:4•k:4AA•:l!rJ . 4* A.. 01: kA: 4 : k: 1• *:4:4k:1 #Aa4AA••A•: ;'fKAAS irT - Numb r R98.00193 'Amouht 1..3.79.05 11/23/9 09.29 Pi ;'meet',- Meth.od.� CHE.GI; Notation: 11..0 CUNS'ruur'Crold. ti - TLl3 PGf' I t I4q 19.9•'03.2.0 Type: .I)EVPE i4 - DEVEL.OPMI:.W. E IT ' P«y I Mcs 26' %$04--'-it 79 Si t e ..Addl e :.1'1;396 SRUT 1CL'lITER PY Total (r 2.' P.avmertt 1.379..05 Tote; I €tLL" mts: B i41 n r c" .00 4"*>1.:4*bit*rl A**A• *AkA•.A * *r4.•k0•krl h3itof k% •k.i**,•A• **A*A*•AV**:l1*4AA*t1 *•kA* AccounL,Cod' i)�+sc.ription Awci'int 000/322.1..00 BUILDING - NONEES. 1.:114.55 • 0004306.904 )04 , S'TA'TE 13U:[LI)LUG .SURt I4takL1: 4.50 9057 11/24 9717 TOTAL 1379,05 ISsuet • r. 4110," r! ,. .7 7 .." ." 7=7 , 7 7,-; .T . 7.1 7 krr i T V7 r n. "77 7 "Frikr114 . 7 " ” - qt ji^p t f kiV*441' . **i 4 ; . 444All : A.41 1 0"lv.A.* . • , , 4 .*A4.****'..fc* Altivic***Or*.ii*k.A*si*.4k& • r: rutcwF.LH wo 7'0 JRANSAli , • •. *iil;74 **i H A A* A.7‘1% 1111 A** iv te 3 11.ANSMJj. :Amount: - 13.93 09/01/99 .1.5i4*.1 . PiivmeritAethod': CHECK' Motittion: ROD FANG - de-. • 6499 09/02 9717 TOTAL 893.46 t• 1.17 A0 f•;• 0 • • . - - ., .• ',..PMjt::No D9'..4-:0320 TyDe: DEVPERM".DEVELOPMENT PEKI 1 Not ' Site . 17080 SOUTACENTER PY . . Total Feest 9 .2?2,',51 H,...' ,. this P4vmeht F.190046 Iota! ALL Pmts: 890.46 e, • Baranopt 1.0;'9.05 4 Aeqount C9de • Deserintion Amo4iit 000/345.8.00 PLAN CHECK - NONkEIS ., 1:?Ki..46 li t A V • • • . • , • • : - : i Type Insp±lioii: _____ Ildw ,, " Dr , - II r 2 , 2 _ / m iections: t , Date wanted: Requester: / PhoneA , 97 , 3 y-7 (.7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 1— -7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. pproved per applicable codes. COMMENTS: 04- (9:tcrfle,r,5 ;474.70e) Corrections required prior to approval. q ij 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of In pectror`�:' "` "' ti''"/ � "" ...lP' Address: /7 S/WAC / Date ca d: 0 - G C7Z /4-gr ,1 OGc u~y Date wanted: I Yi // V p.m. Requester � n n� Phone: r 77AX WeEfe -S 7 . R Ft AA- - U/r. BL( MOED 7 3( oF 4 v'/ Prove t: // ff // /� -�� � Type of In pectror`�:' "` "' ti''"/ � "" ...lP' Address: /7 S/WAC / Date ca d: 03 k) 0 Special instructions: r Date wanted: I Yi // V p.m. Requester � n n� Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO.EC,w' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' 4* (206)431 -3670 PERMIT NO. A pproved per applicable codes. 11 Corrections required prior to approval. Dat / , / C $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. ..pproved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. Projec • Addr ss: Special instructions: Type of Ins echo • Date called: Date wanted: Requester: Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 g (206)431-3670 COMMENTS: Corrections required prior to approval. $47.00 EINSPECTIONMEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: C1+1\Ck C41 ‘itlapection: ' (") L - Address: Date calle, ..Ne Specia instructions: fc Ddte wan --. te ., --- 0 - - -- a a.m. P.m. Requester: .,.. Phon 1 i 474 (cgc6 /SO INSPECTION NO. INSPECTION RECORD : Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 El Approved per arilicabre:.eodes. Corrections required prior to approval. COMMENTS: fr (71,4.■' /7 C. e ,e/1 /4-//k et, 5-6- Inspector: Date: $47.00 REINSPECTION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ' ct: frutiviz T� p� of I p do . �a-t1 eQ � 1� - wuli 1 - A Tes `` t Date called: 10- /� Special instructions: Date wanted:12 / 1q } / / p. Requester: Phone: .5 7 w 3v2' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 i Approved per applicable codes. El Corrections required prior to approval. COMMENTS: FA G /,77o/ �i�t X C� f- ( (e7 ;t2,E C(rO t/S Afo rES , Z, 0; , a T��l�Gs ('87. c,iAE7' teC ctcE.Geisvr z._. Date: / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: c Ty,�jof Ins ect 1 /(die A A t % A „ a _ ,� Date called: 91w 9 Special instructions: Date wanted: / / �� �� f p.m. Reques Phon / -- 3 6 / 7.7 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 2rrOrrections required prior to approval. COMMENTS: /.t..CLsC'ECT7 J3( / GT7t t (S utioA.e r‘fretC7 S/1-(19/e6. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 COMMENTS: 6 i ', s•: 1 Sea � l ' o 56,E- /4,4-(v A) / 1 7 ifo t S (3-UT 9 (P /. L 0 C e- G J, &ai4e "' 4 (PS S _ _ P •'ect: .. 4 •f Inspe f / / 4 i ', s•: 1 Sea � l ' Date called: /4 99 , • Special instructions: s. Date wanted: (2f / 5/Qq .a!m `7 / / p.m. Requester: Phon • _I- 7 2 4/71-77 it INSPECTION No' - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El 'Approved per applicable codes. \ corrections required prior to approval. i 1 i $47.00 REINSPECTION FEE Prior to inspection, fee must be paid at 63Q0 Southcenter Blvd., Suit`W 100. CaIJ to schedule reinspection. Receipt No: Date: Inspe w...wm.ew.an e. w++ s. oea*: n+ w* m. x�.. anw .�,aan.wew.w.�...u�rwmw.�wmmy �tarorw+� piOr I NSPE.CTI(QN RECORD Retain ..a copy with permit PERMIT NO. (206)431 -3670 +1.0.x. COMMENTS: K4.47- ,fig ' ' S rO1 4 47 ..c%4�. e„ 0 4:7 (2' N APE G/1/,41i /i1/ 2- Goss 5,,,e / 1 /k..c � /' ,6� e b) 1.ti4 e. .7 / / ;€6 - 4 C� ,Z _ 4.e _4e ) rA10Qu.S. 0 ..m. Requeste . C if Z lbe64 s ,tfoi (1 R4 -M2 2.Ar . S`Ciceo S I /"o/'°' d,r'" (A/✓96 ae / - Atee, L ,✓4 -k., f ?.. ?.-7- 5'7 r- A Pr ' , ()Al \(1 Can Type o +n__specti n: )..kAs2.4 ) Address: MNt 'N(/ al Date Date called: (0— 9c Special instructions: p ind t4�Z O4 o W'O ! ....y Date wanted: I 1. ° ' ..m. Requeste . C if Phone: ` 40!, _*/ ( JL-1 - 74 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 pproved per applicable codes. corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Typd of Inspection: //trc. VG, /ftlk,i4 77C9)1/41 Address: / .7 — CC. ,4e V.4-,04 /3 4--Ze1' 6te_ tae Ppe-ori (.7 0 \J(r)-/ /tri Date wanted: /Z1/3/P ?,E-4t oe_ Ctl Cf.g.,e Reuester: Win-, 6e 4 i.e Phone: ,4 m Projecl.,, ie Typd of Inspection: //trc. VG, Address: / .7 — CC. Date called: Special instructions: Date wanted: /Z1/3/P P.m. Reuester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Ec Approved per applicable codes. 0 Corrections required prior to approval. Inspe v4 $47.00 $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: C AR) t / , C37e - A S L OA— TD & W .e) Z eS S co i/jyt,.L -f& - s' nW c .`(1/ .7— .,,Pt'tk (7' di. D99-:. A z93- f ( /?2 ((' cv c f, /c. /,c. (5,a4c "7 1V n ®r wrr 44 'ro P,eoc tP€ P(7 re-72 7 bi G/4-61. K ( - tee (Iseki.T7au uPu)kl A-` - 4 S v :. A A c.6 s S I ,a q-4 - 77 ..1 Fg (0)e 7) C& Ica /AIS,O ;a7m-7(1S - Cor.( ,4�sp rhn t,. F , -4,g (AG 44 . $4 -S. Afe_a>f PYoj ct: / Type of l cti : A dre g lADate cal led: / 7 _ f g __ pecial instructions: .14 /10 3 SO 6 1- .0_ 11 X- e .57/ - 37 - 7 / 7 1 Date wanted: /7 / �y� _ p.m. Re er: � f C ri,W ea INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0 (7f.. . c7797t( 7,€4c7 — tJS /— -#co 5 -/etua E.=► 5 /De ,a!__ /a-«9?! 0-10-9g Q 61? g(-r altos % 1/4 (k3tf S b1 t- gia4,4.r Lo cA4 7? WS 4 6 C9.14 e' ( t t C A - Q :Darr GV4 -f - $ 3tergtele ecf, (27,Zn 01e - 7'r7 y..t G 5e/f Requester: 57 7fi, 3 l t: 6 G 0 , . Type of Iqs e ill 7 :11 . 4 Date ed: r� /?? Special instructions: / (27,Zn Date wanted: / Z a.m. Requester: 57 7fi, 3 INSPECTION NO. 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 orrections required prior to approval. Ins D,� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature City of Tukwila Fire Department Project Name Address / 13 96 5r),71 re i 4y Retain current inspection schedule X Needs shift inspection X Approved without correction notice Approved with correction notice issued FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. D /- 31)-0 Thomas P. Keefe, Fire Chief / -i 3 - oD Date Suite # John W. Rants, Mayor T.F.D. Form F.P. 85 .• Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 OCT 20 1999 14;14 FR .....�. coo suns AL& Ksn MM t. 4YUs kc 8.ct 124 $TAGECOACH II0e0 At11 CNn H .CA 211307 • TEL 812 YM 4272 FAX $11 OOO 4321 Name PARKWAY SU 1730 SOUTH C TUCKWILA, 610 896 3820 TO 12065 754140 P.02/14 Fitz coPY . • .r.ricc. " .al Cte., 1i -e3 -T5 • Dc ER CENTER NTER PARKWAY A. 98188 CITY OF TUKWILA APPROVED NOV 221999 AS NO Lo IIUlt_u!f c 51,71 7rCN 4 5 1L 2 0 1998 REG! A t wAis Qr L. surfs ts:«:. RECEIVED Crry CF TuKW(LA NQV -51999 PERMIT CENTER 122•9 OCT 20 1999 14:14 FR 610 896 3820 TO 12065754140 P.03/14 -- KENN BUTTS DESCRIPTION COVER PAGE TABLE OF CONTENTS .11:C C . Ai.n ;I 11.11 I I . . AI W1111 I I ' , •14 • 6 . ' s ' ' . 1..0.1%. the.11 I seAl I • 11 II s'Ash....4 CA1111111111A 41111/ VI Ki:11: 011111.1el..07: fAxinsel 9:0.1•13; I ..=- • TABL.,E QF CONTENTS CONFIGURATIONS • c7.1441Wx24.480x96'H FIXED UNITS LOADS & DISTRIBUTION a• 2 p AGE NO, 1 • " SCOPEPARAMETERS, AND SPECIFICATIONS 3, 4 io ' , 40 LONGITUDINAL ANALYSIS COLumN'ANALYSIS 7 DOUBLE RIVET BEAM ANALYSIS CONNECTION ANALYSIS OVERTURNING ANALYSIS SLAB & SOIL ANALYSIS • %.'Wx ' nov...1131-t.: 0.64e. um 11 TO 157 LOADS & DIS.TRIBUTION 11 Ovgr241.)124.1i Uh rigA.40.051. . * ■ • ••••• t• • • RECEIVED CITY OF TUKWIIA ' NOV 5 1999 PERMIT CENTER .7 ..T s"' I 11. : e • 1" " 411• : 4 : 7 : 7 ==i • VsTrararZiren•Unl.frAmailaliblIllianiMh. SCOPE; PARAMETERS; Fp = ZIp(Cp)W < = == 1994 UBC SECTION 1630.2 SPECIFICATIONS; NO TE; KENN BUTTS OCT 20 1999 14: 14 FR �_ �......�....� �., 610 8963820 TO 12065754140 ,..._0_., ._.._._;. P.04i14 .:.,.: ccra: lov.;• owrroror....,c¢uar.ovsysnan..o. • '- ::�,.�.�.............�.� ... h11Rd 1oII:.. iu Illil' • A1•• WI 'di,: 'MI11 11141.tgti }'dtdtitl!• .is ifi`(uu..:t :81111'0ot 11 lL.Iillil)US4U4321 THE ANALYSIS OF THE LIGHT DUTY MOVABLE SHELVING UNITS IS TO DETERMINE ITS COMPLIANCE WITH REGULATIONS SET BY SECTION 1630.2 OF THE 1994 UNIFORM BUILDING CODE (UBC). SHELVING UNITS WILL BE ANALYZED AS AN ELEMENT UTILIZING THE FOLLOWING LATERAL FORCE FORMULA : - MAIN STEEL Fy = 33000 PSI MIN. YIELD STEEL - RIVETS Fy = 45000 PSI MIN. - BOLTS A307 (WHEN USED) '• - ANCHORS - 1/4"0x2" MIN. EMBED.x3-1/4" LG. HILTI KWIK BOLT II( I.C.B.O. #4627) OR EQUIVALENT PER BASE PLATE FOR 72"Wx24 "Dx961H (SS) FIXED UNIT - USE (1) 1/4"0x1-1/8" MIN.EMBED.x2- 1 /4 "LG. HILTI KWIK BOLT 11 (I.C.B.O. (/4627) OR EQUIVALENT PER EVERY 24" OF GUIDE RAIL ON MOVABLE CARRIAGE. - SHELVES 5/8" THK PARTICLE BOARD - SLAB 4 IN x 2000 PSI - SOIL 500 PSF •' STABILITY OF SHELVING UNITS IS TOTALLY DEPENDENT ON ITS MOMENT RESISTING FRAME ACTION. NO BRACING, EXCEPT ON MOVABLE UNITS. OR BOLTING IS UTILIZED UNLESS EXCESS HEIGHT TO WIDTH RATIO DICTATES. ALSO. STRUCTURALLY, THERE IS NO DIFFERENCE . BETWEEN THE FIXED UNITS AND THE MOVABLE UNITS OTHER THAN THE OVERTURNING ANALYSIS. ALL SHELVING UNITS WILL HAVE THE SAMMESIGN mweIVED LOAD REGARDLESS OF THE NUMBER OF SHELVES. CITY OF TUKWILA NOV -. 5 1999 PERMIT CENTER 3 OCT 20 1999 14:14 FR 610 896 3820 TO 12065754140 P.05/14 CONFIGUATIONS: SHELVING UNITS (A) 9fea324L48MIIILEIXEILLIM. LOA0r.120 LB/LEVEL: 600 PER UNIT 96 .4 6 22.5" 7 22.5" 96.0" 22.5" 22.5" 3" ATTACH TO FLOOR WI 114'0x2" MIN.EMBED.x3-1/4" LG. ANCHOR 44 •••••• KENN BUTTS (B) 94pcag"Dx96" : MQVABLE UNIT ■ 1 3111024CMINISP ICI III ( 10 • /MCI r AIA • ,:.t ;',;TAC.13...ciAr.1 I I ICIAll • EICIA. CAtIVCIN, •••••••••••■•••••••••■•■•••••• LOAD=120 LB/LEVEl . : 346 7 . 1 . 1 3C11"7 . 1r . 22S" t 714-- ...... •••••. :==7 •11110MINEM1111••••••••■••= EfiNT VIEW 24", 48" 4 0 irii 41 01307or tONC. Olt al 0004272 PAX 18111) DP9.4321 ylEw • •■••. •• ,W ,ry •- • ..4 •t.. 0.1ses • 11•:• ■4 • RECEIVED CITY OF TUKWILA NOV - 5 199.1 ' PERMIT CENTER 411 • • Se . 11■11111M - ■ 0 . • KENN BUTTS ..� ANALYZE PER 1994 UBC SECTION 1630.2 AND TABLE 160. • LONGITUDINAL DIRECTION & TRANSVER.S• DIRE(71QN Fp = 0.4'1'0.75'1'(120.17.) 3.15 LB :. a..u.:.. �......w,:.•.ra :.:.rs•,r_ r,f en..z..•eraw• a «:..,, »..... - w:+r�.aw::.....v. r:,: OCT 20 1999 14:15 FR SEISMIC ZONE = 4 Fp= Z'Ip'Cp'Wp Z = 0.4 • Ip = 1.00 Cp = 0•75 • 2/3 = 1.000 NO. OF LEVELS = 5 LVL • LIVE LOAD = LB DEAD LOAD , LB • DEPTH= : IN - Vtotal = Fp 'NO. OF LEVELS 3'8 LB/LEVEL'5 LEVELS Le LATERAL FORCE DISTRIBUTION h 3.0 IN - 22.5 IN 22.5 IN . ▪ : 22.5 IN'., • 22.5 IN 0.0 IN 0.0 IN . 0•00 IN 0.00 IN LEVEL 1 2 3 4 5' 6 Vtotal = VIong 1540 LB " ■coi = Vtotalr2 Pco1= ,W/2 ► = (120 4)15)/2 = 318LB WEIGHT 12:7 LB 121L8 , • 12171.8 ,12ILB �12 :1LB 0 LB 7 0L8 8 O LB 9 O LB K ;ti 1I. CUTTS • Ancnitrc r MA • 124 STAG I! GA I I C► Ono • DELL CAI...: C .IfOrNIA 91302 PHONE 1010) 000•4VV: FAX Ibib► 099.4371 .1 REDUCTION FOR GROUND LEVEL HEIGHT , 3.0 IN 25.5 IN 48.0 IN 70.5 IN 93.0••IN 0.6 IN 0.0 IN 0.00 IN 0.00 IN } rz 610 896 3820 TO 12065754140 P.06/14 Fpi 58' LB 3'$. LB 3 $, LO 3$, LB 3'$; LB 0. LB 0. LB 0. LB 0. LB I . LB 93.00 IN 126IN -I -B 120 LB +? LB 120 LB +1 LB 120 L8+1 LB 120 LB•11 LB 120 LB +ILB I I. 9fo� FONT VIEW W = 72 IN SIDE VIEW D = 24 IN Mo C =Z(Fp''h)_ t4 IN -LB ipfaop IN -LB I&i4 IN -LB .G79 IN -LB 0'•' IN -LB 0.0 IN -LB • 0.0 IN -LB 0.0 IN -LB 0.0 IN -LB 22:5 IN 3.0 IN RECEIVED CITY OF TUKWILA Nov 5.1999 PERMIT CEN 22.5 IN 22.5 IN . 22.5 IN LONS1TUDINAL'ANALYSIS; 96"1Nx24 ",48"Dx96 "11 FIXED UNIT LONGITUDINAL STABILITY IS DEPENDENT ON SEAM TO COLUMN MOMENT CAPACITY. F1 = .130 LB F2 = 11;OLB . F3 = if.4LB h1 = 3. = 22.5 IN h3= 22.5 IN h4 = .22.5'IN h5 = 22.5 IN . OCT 20 1999 14:15 FR KENN BUTTS Pcol = 313 LB KENNETIL QUTTS • ArC►IITECT AIA • 124 STAGCCOACM noa) • uCU. CANYO14,, JFOnNIA O )3071MONE wig 090 FAX 1199.11221 Vcol =• Vtota /2 Fl =416 LB •F2 =23.61.6 NOTE: LOWEST SHELF IS ASSUMED TO BE ON THE , GROUND AND DOES NOT HAVE SEIMIC • CONTRIBUTION TO THE COLUMN. Mbase = 0 In-lb (ASSUME PINNED) M 1 -1 = Vcol x (h14-h2) = 6.0Ib)(25.5 In) = �q:��1 IN•LB M 2 -2 = ((Vcol -F1) x'h3)/2 = (9, l (22.5x2)= f /. IN -LB M 3 -3 = Vcol- F1-F2) x h4)/2 = ( %746.43322.52) =1U1 iN -LB CONNECTION MOMENT AT FIRST LEVEL • Mconn 1 -1 = (M -1 + M 2 -2)/2 = IN -U3 . CONNECTION MOMENT AT SECOND LEVEL Mconn 2-2 = (M 2 -2 + M 3.3)/2141IN -LB VERIFY.ADEQUACY OF COLUMN AT SECTION 2-2 • Pool = V$ LB • Mcol = 24251N-LB VERIFY ADEQUACY OF C0i146 .TI014 Mconn = 132„ 610 896 3820 TO 12065754140 P.07/14 F2 , —0- h3 Fl hl .E h2 DOUBLE E RIVET BEAMS ONLY I . h4 ,�— it, IN — BM -COL RECEIVED CITY OF TUKWIIA NOV - 51999 PERMIT CENTER • A • n , • • • g COLUMN ANALYZED PER AISI COLD- FORMED STEEL DESIGN MANUAL. •SINCE KVr < Cc USE Fa = .522Fy- [(KVr'Fy) /1494)A2 OCT 20 1999 14:15 FR 610 896 3820 TO 12065754140 P.08/14 KdNN BUTTS • Pmax = SI &B Mmax = t4 IN -LB Kxlx/rx = 1.0'22.5 IN/0.72 IN = 31.3. Kyly /ry = 1.2'22.5 I N/0.45 IN = 60.0 el Cc = (2r1%2E/Fy)A.5 131.7 Fa = .522Fy- [(KVr'Fy) /1494)A2 . = 15,470 PSI fa = Pcol / Area ' =MPSI fb = M/Sx . • = 2391 IN- LB /0.11.INA3 • =o?PSI fa/Fa = 0.007 Fb = .6' Fy = 1$30 PSI F'e = 12nA2E/23(KI /r) ^2 • = N/A E i L. 01lTTS • AnCnIrECT NA • PL4 srN..LCOACM (TAO .OELL CA „ CALIfORN1A 1100(! OHONC (OW) 9,1•42/2 FAX IMO) 111•4121 fb/Fb = UO21 1,11 " 60.0 (CONTFIOLS) < 0.15 USE fa/Fp + ib /Fb COMBINED STRESS = '�>,17 c 1.33 O.K. , Ix • TYPE = 3- 5/16x1 - 15/16x16 GA. A = 3.3125 IN B = 1.9375 IN t= .06 IN Fy= 33,000 PSI • AREA = .36 INA2 Ix = 0.1800 IN Sx= 0,1100 INA3 rx = 0.7200 IN . ly = 0.0700 INA4 Sy = 0.0800 INA3 ry = 0.4500 IN ly EIVED ctT7 TUKWILA PERMIT CENTEF Ix = 22.5 IN O � 5 199, ly = 22.5 IN )OUBLE RIVET BEAM ANALYSIS: G1"Wx24 ",4t) "Dx96 "H FIXED UNIT kLTHOUGH CONNECTIONS PROVIDE SOME FIXITY, BEAM ANALYZED AS SIMPLE SUPPORTED BEAM.. 1 3/3Z" -�-� it OCT 20 1999 ' 14:W FR 610 896 3820 TO 12065754140 KENN BUTTS I� MIR6 • MI pKCf . KENN ENN Q L,YTS • Ana TCCT N� MA • 124 OTACECOACH 11040 • DELL CANY( .1.LIFORNIA 0130j1PHONE (6111912114222 FAX NINE 999.4331 LOAD /SHELF W = LOAD/2 BEAMS' LOAD/BEAM if = W/2L = (120 LB4LB)/(2'72 IN) l/ = 04(,LB /IN 2 " "(o Mbeam = wIA2/B = •oA IN -LB A= ((DIA.) .0491 INA2 ib/Fb = M /(S x'Fb) 76o/4749' •3 Nrvi� = 563/(0.0749 IINA3'0.6'33000 PSI) • 4 0., < 1.00 O.K. ;ONNECTION AN ALYSIS: 72 " Wx24 ".4g "D r1 - 1 FIXED on Mconn = (Mupper + Mlower) /2 • ' = (M 1 -1 + M 2.2)/2 242''9 - iv - f1/2 =1652; IN -LB ' a) SHEAR CAPACITY OF RIVET DIA. = .25 IN Pmax = Fv x Area 12,810 ' L D yV i • 4.231,B ' b) MOMENT CAPACITY OF RIVET d = 1.5 IN CENTER TO CENTER SPACING Mconn allow= Pmax x d x 1.33 923 • 1;61 ),3?a 16% IN -LB Mconn / Mconn allow = 0 < 1.00 O.K. 1635 . TYPE = DRB LENGTH (Lu)= IN ' S= 0.075 INA3 M22 t=14 ga. M11 • d (CTR TO CTR SPACING) = 1.5 IN, RIVET DIA. = .25 IN Z 5/8" RECEIVED • • CITY OF TUKWILA NOV 5 199B PERMIT CENTER k „:..,....er.,. ✓. <.,.. r... a...,, w. u....-.,+.. w...+,. ...................... a. v... c.«. r.. rt.• x»,., n..-. r....... eu• c .arw,...nnwrr.tnVmnvssc•:evte�4 nwtm+. wNntu*. www... w, sgvaow+.... w, ww.««,. o.«... n... w...« gwxr.«... �I... w,.. na. y. ,..,.,................_..__ - -.. OCT 20 1999 14:15 FR 610 896 3820 TO 12065754140 P.10/14 KENN BUTTS •■ R .1141. DEPTH OF UNIT = 24 IN TOP SHELF HEIGHT = 93.00 IN (A) FULLY LOADED: v = .Iq9 LB Pupttlt = (Mpt - Mst)/D =GZS: LB . <= CRITICAL (B). TOP SHELF LOA Vtop ='zip LB Mpt = E(Fp'h) = :, ' I�,(� IN -L13 Mst = (LIVE LQAD•,.DEAL LOAD.)•(D /2) .. _ 0618). IN/2 = :1(2 IN -LB Mot = Vtop ' h a ;$'b LB' 93 IN 34 IN -LB Mst = (LIVE LOAD+DEAD LOAD) ' (D/2) 12 = [120'LB +1, LB) ' (24 IN/2) ' ' •.I.41 IN -LB Puptif = (M t - Mst) /D 3531/ 52Y4,It • ,a 0 LB <= UPLIFT ANCHORS QUANTITY= 1 PULLOUT = 315 LB , • SHEAR = 400 LB COMBINED STAESS1 ' COMBINED STRESS2 = r KEN r i L. O UTTS • A GCHITECT ABA • 124 STAGECOACH HOAG • BEL1. CA '. CALIFORNIA 013Oj PHONE Ws) 299.4272 FAX MO !9!.4321 )2 7 63/315 +93.81400 83/315+18.8/400 120 LB,T LB 120 LB-1 LB 120 Le.:1 LB 120 LB4 LB -a- ••••••.r.• 120 LB,1 LB 24 IN ' � 14 h 4 SIDE. VIEW • USE (1) 1(4 "ex2^ MIN. EMBED. x3-1/4" LG. HILT! KWIK BOLT II (I.C.B.O. #4627) OR EOUIVALEt ' EQEWED PER BASE PLATE FOR 72' Wx24 ",48 "Dx96 "H FIXED UNIT. on OF TUKWILA NOV - 5 199 PERMIT CENTER • it SLAB & SOIL: c "Wx24 ".48 "Dx96 "H FIXED UNIT A) PUNCTURE Pmax = Pcol + (Mtot/D) _ %8 LB + (124 IN -LB/24 IN) = 6q$LB • OCT 20 1999 14:16 FR Fpunct = 2'sgrt(Pc) = 89 PSI • Apunct = (B +D)•2't • = 48. IN ^2 fv/Fv = Pmax/(Apunct ' Fpunct) G 4 $ . = o. SINCE NO PUNCTURE OCCURS, THE SLAB WILL • DISTRIBUTE THE LOAD OVER A LARGER AREA OF SOIL& ACT.AS,A FOOTING. • B) SLAB TENSION • Asoll = Pmax • 144/(1.33'fso11) =151:1 iN ^2 KENNETH C :.IS • AtiC1 nTGCT AIA • U S1A4CCOACt 1 (Iom • DELL OANTDN, )t33.50� L= (AsoI) ^.5 1` 12 ' SOIL: = 12.21N ' B = sgrt(B'D) +•r i3'6 7425 rt 7.0 IN • • I= (L -8)/2 = 2.6 Moon = w1 ^2/8 = (1.33 fsoil'I^2) / (144 1, . t � tle; ► � G 15.9 IN -L8 ,(d fconc = 1..6' sott(t'c) 1. L fz e�i '7L G 2. = 72 PSI 610 896 3820 TO 12065754140 ORtt1A 91307. %Pt1ONE (OIYI jYS FAX (Ai U10 KENN BUTTS —• • .,r BASE PLATE: Boff = 3.5 IN Deff = 2.5 IN SLAB: • i� 19/ w 1b/FP = Mconc/(Sconc'fconc) • f 6+9 2• c+ 7' 7 Z. '% � o -� �'�, `0.083 1 • l P.11 /14 t= 4.0 IN fc' = 2,000 PSI fs = 500 PSF Soon = 1 In • t ^2 / 6 I ' =2.67 IN ^3 • • NOV-a299 RECEIVED ' CITY OF TUKWILA PERMIT CENTER i • 1 ..a.. •.......•� ».,,,, .. r rc ...re .n +•<�...- trcvwf....�. .v ,n. .urn•'v -wu..w naM.eY..n n .. nx..a�+.•.+ -m. »..yam......,_ OCT 20 1999 14:16 FR 610 896 3820 TO 12065754140 P.12 /14 g ,1' - TM arm.. =c::.n:.a,.:r4=1,,153M44 fiZAW=MVe Miri.4 •/i'01111••1. %i.•1 ^•t .i.1 11;.1111•'TAIL:'rtlInk,,., 1 I.A LIIC I1tlIA: 11JY/ 1'110th(WU) we) 97Jdk KENN BUTTS LOAM & DISTRIBVTIOJt q(d "Wx30 "Dx9641 MOVABLE UNIT ANALYZE PER 1994 UBC SECTION 1630.2 AND TABLE 160. SEISMIC ZONE = 4 Fp= Z'Ip Z = 0.4 Ip = 1.00 Cp= 0.75 NO. OF LEVELS = 5 LVL LIVE LOAD = 120 LB .IQEAD LOAD =5LB DEPTH= 30 IN LONGITUDINAL DIRECTION & TRANSVERSE DIRECTION Fp= 0.49'0.75'1•(120 +5) = 38 LB • Vtotal = FP 'NO. OF LEVELS = .36 LB/LEVEL•5 LEVELS =190 LB LATERAL FORCE DISTRIBUTION - h LEVEL , 3.0 IN 1 22.51N 2 22.5 IN 3 22.51N " •-- 4 22.5 IN . 5 0.0 IN " 6 0.0 IN 7 0.00 IN 8 0.00 IN 9 Vtotal = Vlong =VIOLB Vool = VtotaU2 =R5L8 Pool ='W/2 = (120+5)•(5)/2 =3184.13 WEIGHT 125 LB 125 LB 125 125 L8 125 LB 0 LB 0 LB 0 LB 0 LB , -96.00 IN HEIGHT Fpi . Mot= Z(Fp *h) 3.0 IN 38 LB 11 IN -LB 25 IN 38 LB IN -LB 48.0 IN 38 LB )8.2y IN -LB 70.5 IN 38 LB 2 . IN -LB 93.0 IN 38 LB '453 IN -LB 0.0 7N 0 LB 0.0 IN -LB 0.0 IN 0 LB 0.0 IN -LB 0.00 IN 0 LB 0.0 IN -LB 0.00 IN 0 LB 0.0 IN -LB I = 190188 LB. Q120 IN -LB 120 L8 +1.1.4 120 LB+1LE 120 LB +1LE 120 LB +1LE 120 LB +7 LE 4 FRONT VIEW ' IN SIDE VIEW 30 IN 22.5 IN 22.5 IN 22.5 IN 22.5 IN 3.0 IN RECEIVED CITY OFTUKWILA. NOV -5INS PERMIT CENTER I 1• 120 LB +I LB 120 LB +:7 LB 120 LB +I LB 120 LB +1 LB 30 IN I , 1' OCT 20 1999 14:16 FR KENN BUTTS (A) FULLY LOADED: V =190LB Mot = X(Fp'h) = 9,12 IN -LB (B) TOP$HELF LOADED Vtop = 38 LB Mot = Vtop ' h = LB' 93 IN = :3534 IN -LB QURTURN(NG ANALYSJS: 9(p 'Wx30"Dx96"H MOVABLE UNIT, DEPTH OF UNIT = 30 IN TOP SHELF HEIGHT = 93.00 IN `aCa lea or.f.c:xcw:4;.:�rNa wnwaritur sur omarter^••�umare4ss N�� urnnr n r r. • A1 h ii.r:. A• i•. 'p.n.•I .u.nrt t141 o:u von trka'ztioNt: hull .4; :1 VA):tdtolnaK..ra;t Mst = (LIVE LOAD OAD +DEAL LOAD)'(D2) et= ( j LB)•301N/2 = 9525.0 IN -LB Puplift = (Mpt - Mst)/D = 0.0 LB <= NO UPLIFT Mst = (LIVE LOAD +DEAD LOAD) • (D/2) = (120 LB+ '_8) • (30 IN/2) = 1g05* IN -LB Pupiift , (Mpt - Mst)/D =59,0 LB <= UPLIFT w�..; �m,. c. �.,.. rc, �v.... �. �.. r... v,•: �n:.....,..... h.....,«•«. w,.. w.... o. �.,,. �..«.....,.«. nc. �.... a.. a_h,.=. .,n.,N.. ._._ �.,....,..._.� 610 896 3820 Tll 12065754140 P.13i14 ANCHORS QUANTITY= 1 PULLOUT = 125 LB SHEAR = 400 LB COMBINED STRESS1 = 0/125 +93.8/400 = 0.23 COMBINED STRESS2 = 54/125 +18.8/400 = 0.48 J1ut vitw: FIXED ILNIT LB4h' FOR MOVABLE UNITS, ATTACH SHELVING UNIT TO MOVABLE CARRIAGE WITH 3/8 13 J- BOLTS, QUANTITY/BASE = 4 PERMIT CENTER' .• :: DIAC7Qmtc•...,, Air I Ns Nam t 11 SIDE VIEW: MINABLE UNIT RECEIVED CITY OF TU. W1LA 1 • • I • h0 N'9G'" +q m,n1`. 3NJNU .:4h.YT .i•+1' e.roar. W> xvh..x. .s.. .c nlStYti �ar..w�YMY1!tN u.mx.. OCT 20 1999 14 :16 FR 610 896 3820 TO 12065754140 P. * 11= ror4M11.:rIZZU:.;slraa:: ..I;flllf ; .111(,1.• AI.(1111 1 1 1 .1 M/.• IN t.i',(t' 1 : 11.1(:11 l It l, \II • 1101. '.:;11761 , _,1 it 1:111f11A (11j:1/ 11i4(1N4 Ili tin 0)1•4..,n FAN Idle) op•m1 r 6: 111 KENN 6UTTS ATTACH TRACK TO SLAB WITH 1/4 "0x1 -1/8" MIN. EMBED.ANCHORS AT 24" ON CENTER. USE HILT! KWIK BOLT II I.C.B.O. (4627) OR EQUIVALENT ANTI TIPIYSTEM A NALYSIS ANTI-TIP BRACKET PupIIR(max) = 580 LB <_= FROM OVERTURNING ANALYSIS DEPTH OF UNIT = 30 IN , CAPACITY OF 5/16"0 BOLT: # OF BOLTS = 2 DIA. = .3125 IN A= ((DIA.)^2)17/4 • _ .0767 IN ^2 5/16 "0 BOLTS Fv = 0.4'Fy = 13,200 PSI Vmax = (2 BOLTS)'(13200 PSI)'(0.0767 IN 4 2) • = 2025 LB MOMENT CAPACITY OF STEEL ROD: . Fy = 33.000 PSI S = 0.071 INA3 ACTUAL MOMENT 5&B < 2025 LB THEREFORE OK Fb = 0.60'Fy = 0.6'33000 PSI = 19,800 PSI .Mmax = (1.33)'(Fb)'(S) = 1,870 IN -LB Mmax = (UPLIFT)(DEPTH) = 58LB' 30 IN = 1740IN -LB r1.1OLB < 1870 LB THEREFORE OK UPLIFT DEPTH PERMIT CENTER UPLIFT WI RECEIVED CITY OF TUKWILA NOV - 5199 ** TOTAL PAGE.14 ** Post-It' Fax Note 7671 Date y/, I's ' /O To , q-ppf From . . Co. Phone II Co./Dept. im rehbreA Co. Fax II Phone I Phone taw 441 sy Fax II 57 65 t Fax • 5407e Post-It' Fax Note 7671 Daly...4 kV" VIP To i ft . From Co./Dept. Siv . . Co. Phone II Phone 1AZ, d ie t y 6V Fax Ne 5-75 ne Fax II I. ATR Engineering Inc. • Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 6e4m Sheet No. Date fifthl. Ct4r44476 7 4, Near" A07 f *6 • ,• 5 Cewrele 1 • .7. puthorize the violation c _ _ or o • Receipt of cztro L' 4/Z3i/ t 03 PROJECT C ........ - 738 - EXPIRES 5/1)5/ cf I APPROVED ---- • - NOV trt - 199 - 9 .—.----- Fts LT.,182N - - -..' ''''' - - — .. "----- ----- --- stemeo . '-- -- - _ _ • • • _. • • ._ ......._ ......._. CITY.OF.T.LIKWILA • ... ....______ _...._.. __N.0v-5-4999 PERMIT CENTER 0 co mLU LU w ° 30 ><- co 4x4 w �► (E) GLB 5 8' 2* 0 r o X x c CD CC COI- - �i )(GL 1S (E) GLB r' o o CO 0 0 1 -, Ln CO CO 1/8 X 31 • sl� x3/3 X281/2 11 -7/6 TJI 1 T 48 (E)GLB 6 3/4 X 24 (E) GLB `i 1/8 X 30 (E) GLB NOTE: FRAMING NOT CALLED OUT IS SIMILIAR TO THAT SHOWN AT GRID 10 1/8 X 31 1/2 • - goo ¢ (E) G� ' X 1/2 0413.13 4x10 44c., aF') l'c 51� 100 (E) GLB _ 2 2 ZANY BRAINY / SOUTHCENTER PLAZA PSI R TIA L ROOF FRAMING PLAN / GRID 16-18 SCALE :: I /16 -/' -0" • -1 4li CITY OF TUKWILA NOV -• 5 1999 PERMIT CENTER ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 C a Nx & 4i> • Sheet No. Date /0/2 9' • 4 em yr /26,A ._ ._ __. . _ e __‘0 c chea YO Z7c, . 21wcr _ Lc-' '7 er4 t`C LS1 t-t-r (2e c— i::* 1-ca‘c, _ • _ PROJECT /co to mare,44 09 - 4.25g 7 _ P sic _ _ _ 2K4e2c1- Os? 4x14eal I Z - 7 onizt-c 44- s — 3 p C 0215 74.* A//r /e4 - -- 40 /CDS 3551fr / rer41., PERMIT CENTER 8 3v * ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 2/414y -ede6IN PROJECT ( /T Sheet No. 3At Date /////9 ?. 4.. Ct/ = . . . . V / / 2 -)- 7 • -- -- ) -QP- e ail° 7 7c)c> Z / tie 400' I P / e7c,cD --._---- / 304_4: 4 ss) 7,71 . 3 e 4 544 - d , E0 1 /A* 12our r 4 gal 2.5 1=4-L, 4 01' _ 3 . 3 31 3 53 50q -2/ *i 3 304 • RECEIVED - - —CITY-OFUKWILA 276 ado Z3 /3 3 'r•---sr. ----- --5 199 *T7 NV /S3, ?k t.1'5 / 7C. g/2. PERMIT CENTER ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 k) rti Rs. / d 42? iiI:Iii 1 4 ........7....._______ ___ ______ ___ ____.mg = __•7.F.-0 (0- s2c /.!/.5 _ = _ /".-7/__gc/ 4. __ ._ _ M I le t 11 hi Z 4iy &4J 4y ( 81k7 Lover p epeg, a4G/ 0 /////f /34S PROJECT /(pr oz.,* Sheet No. 4/4 /e) Date /0/29/99 kAexciar/k fils74,;#741, owe OF TUKWILA n _v 5_19 PERIWICENTER • ■• :Ali, . ATR Engineering Inc. • Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 PROJECT Zy 6e44/A./V Sheet No. 5/4/a Date tykrit r 5 64/2 o pv 2_7/* 26 99s ims;f-owo c rSql.) R.= < Z49 _ _ _ - - - RECEIVED CITY oF tuKwiLA NOV - 5 1999 ____VERMIT-CENTER ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 c.t. lor uor . 1: PROJECT - 2ANy-de4-1"17 Date P Sheet No. 2/9 4)(8 Ar*z. _ __ ze.st /R3/z s ---- RECENED gr ei2E1111WILA - CENTER X it 11111 i nfilTrg '.. N X Iii ri iii: 4x14 typ L v aa d L (E) GLB 1/8 X 30 • (E) GLB 1/8 X 30 o NI o N) 0 N) X co k j k co in ;"3 tn m m w 0 w ( 9) GLB 5 1/8 X 311/2 (E1 co • 1/8 X 311/2 8• -0 24 -0• 8• -0 ■ N) X 7 : )f X ? /I .0-.s M k N) x N IA –.1 /07-ON MECHANICAL m ' 1 NEW 5 TO MECHANIC 1 ■ (E) GLB 1 1/8 X 30 ■ B 1/8 X 3 111111111 4x14 typ p GLB 5 1/8 X 28,1/2 i . (E) GLB 1 1/8 X 28 1/2 1 • .r++..w+ .vn.ta 1++0M0ir!n✓, eSatHIYYt,7,41e tvo∎- nr' 4. VVY.+. V- nv$. WY,.. vAn.. vmuw.c rw..... ......r.r..r+.,..,,+ulbwr4..11, V, 111, UrV. au>». r.. vw.«. wr.« nw+...M ou sk∎ Wv+.+.. uwv' MANWI xdN tihs. v+ aarw .r.waw�.- +.+•..w .--- ._.__ 7/4 /D STRUCTURE TO BE RFMOVFD • •r (E) 2X4 AT 24 T •CIAL 0 N) k co In ca z w0 0 N) k e co w0 /QTR ENGINEERING. INC. 992° SW 206th CT. VASHON, WA '-l0 r- tn TJ1 / T 48 (E)GLB 6 3/4 X 24 1 40•-0 (E) 2X4 AT 24 T YPCIAL L ADD 6X8 CURB PRESSURE TREATED ZANY BRAINY / SOUTHCENTER PLAZA PARTIAL ROOF FRAMING PLAN / GRID 16 -18 SCALE: I/16.1'-0 RECEIVED CITY of TUKWILA It! nV w• 5 1999 oEiRMIT CENTER OkU86 VM 'NOHSVA '134190Z MS aZ66 6 9N1d33NIJN3 NLY 1 (E) GA: 8 ,_ O " 5 l/: X 3 x 1 [) (S) R 1 (E) m m 5 I/ 5 1/ x 3 X 3 o � C) ---I GL GL • 3 n-, Z m .1 Z u Z, OkU86 VM 'NOHSVA '134190Z MS aZ66 6 9N1d33NIJN3 NLY ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct. Vashon, WA 98070 phone: (206) 463-5735 PROJECT 244-/ 6e4IN Cv(g Per Sheqt No. 474 10 Date) _ tAA1-1-14- 1-Itt&S ___.. timitteg& 6)45 Pr' caea DIRwert0 t- _ C c..//33 - - 3/4//0 4t 8cr. () 24C • 4.e.p. COVED • .._1311Y.OP__TUMA -ft.. 5-199,9- . - - --- — • .r -. P Orr /20c)fr ATR Engineering Inc. Consulting Engineer 9929 SW 206th Ct, Vashon, WA 98070 phone: (206) 463-5735 Z4-0. &es/ •Coi- CNeDI( EL ADT Sheet No. /6 //e, Date fili/99 PROJECT 0 7c WOOD COL /0)00 /4,420 es' /c179 - ?/.7X,10 4 ' i5Cci S - P /0-D4D x - _ _ (# / ./OCD - 1 S.145 ..f11 = k al / / 0/ - • • _ _ _ _ _ = /2 9, 4$ 6k. r r / 414 or/S _ _ • /1 ... • --■••••- • • •••■•••••••• ■••••• ••••■ • ••••••■••••••• ••■•••• • z go, .2s 0 e • ••••••••••... •••••••.•••• •• ••• • ••• • ••••••••• •• ••••■•••••• •■••••• • . • • •-•••••• • .1. • • • •••■•• • • ..•••• • • • • • . • • • RECEIVED = 7 Coco 40c.x.)* IsIOV 1- 5 1999 _ Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting . • ❑ Less than 60 % of the flxaures are new, NW Installed lighting wattage is not being increased Project Info Prgeef Ad&sss . 7 O r . ; 4 -� one i• 0 _ —* 'r;1 K LA) I d Q ; %dr For Budding oepartment se RECEIVED . err( OF TUKWILA w QV - 5 1999 PERMIT 'CENTER .. • Applicant Name -z.44 V .EIRE t i/ Applicant Adams: Applicant Phone: — • Pro act IDescri • tion �' New Building ❑ Addition 0 ;op eration 10/06/69 WED 17:39 )FAX ' r Pro 'Maximum Allowed Lighting Watt _ge (Interior) Location (poor /room no.) Fixture Description Number of Watts/ Fixtures Fixture a'# Waits Proposed =1101KiIMININFIG13111111.11111Eie4ii021 r t - Lighting Summary LTG-SUM 111PwaMinsimamseremovsevimaremelNe0GmftweAmm Compliance Option Location (floor/mom no.) h • 6 o. Location From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts os ed Li htin • Watta - e anterior) (May not emceed Total Allowed Wans•for interior) 6f Location Cover-4 Parking 199 Washington State Nonresidential Energy Code Compliance Form Occupancy Oescriptlon 0 Preocrlptiv. Uyhting Power Allowance 0 Systems Analysis (See Ouallfleation Checfdlet (over). Indicate Preacripllve a LPA spaces clearly on plans.) Total Proposed Walla may not ence•a Total Allotted Warts for Inledor Maximum Allowed Lighting Wattage (Exterior) Description Ober Partdng Oul000r Areas Bldg. (by facade) 025 w/r Bldg. (by perim) _ 7,5 WAf Note: for building exterior, choose either the facade area or the perimeter method. out not both) Proposed Lighting Wattage (Exterior) Fixdura Description (May nol exceed Total Allowed Wails for Exterior) Numoor of Factures To ropes • one may not exceed Total Allowed Wans for _xnenor OCT 06 '99 17 :46 (4032 Mowed Watts per tt -. 1 Mowed Watts per fly or per If 0.2 We 0.2 WAt= 0.2 wm Area In ft tL -f � Total Proposed Wans Area In ttr (or If for perimeter) Total Mowed Watts Wall I f Wans Fixture I Proposed Total Proposed Wans PAGE.02 11002/002 Mowed x Arse / , -f )3 mad. ISr. 'Allowed Watts • xtl' (or xII) 1 - - - , ..... , A ' T -1 , 1 1 , wupoiporwirm wow ,,riuri, •1111111. Ili ,_.. IINI - "■■111IMMINE1■111MR1_ ■._ 110 MIIMINEINSA SININEENSWSPINMNI■IINIERMIIMIEIMENIINI HIIIVIANIr_IAN=1F. :4 „AM I..; .. = MIMINIIII,_;_.-1 110=11111/M=1 :. :AMU I I EIMINUNIIIME MN= , NINNUMINNIMEIMMINUMEMMENNIEIMIlii r.,-111 All NM i 1! - I 011116MMNIMINIMEliM -1 1111N■INIMINI1.■._ =MI IMIM ■ 051111111111111116111111111 i :'MWA=IIIIMMINNIMM , NE 1111 MI= =MUM OEM : .ill1=INIUMIMMINEIM INNIMMININEHIN IMMINIMMIIIMM IIIIIMMINIMMIIIIMIMIMIN 111111i-LIAMIG51124■■ 0 - -4W1.. 111111 IMEA_IMI1111111 CSi:,_-1■IMME7:-A11111ME.14■1111 j ' IBEIMINNIIIIIMIll NM =MI MINIM 11111=111111111 NM • MINIM Limallimmummum mum= icrill tumwmin■Asinb■ ssimammi■Imm. mmiraismo■ mmosioni■Normimmim moo mil PI" I INIF:=1111111Mti 7: E7.;MIIIIIINJ. MBINTILA 11111=11111111111E=. "'"AnulmmiNiU _J_____ ENNEHMINO MMINNAMEN MINUMMEffi MillIMENI■1111■1111111■1_ NM_ 111111■11•111111111■1 ■IIIIIMIIMIES ■11111■■ WM IMIIIIIMMI Ann -NM r.„.„, !!!"91E-M MIME 1,1111■11ME ■ 1711- MI ■IN11■111111■111111■111111■1111E —"I milmmicsimilaim - 441■Iii 11 IfiENININIMIMENEMEMINEEM I MI= ==1111 1111 I ME IIIMIE I I I rim.1 „RIENREEP1-911- -1 1 II bl I IMNIMMIENNIIIIIIIIIIIIIIIMMINN I =IMMUNE= =MINN I IlldOLIEEKANN■W'IAKMIIIIMAIIISW;::24■■Mlleg wwM.W_MINtEr.1.1 65t - 1 1 a I il III I ' I =MINN INIIIMMEININNIN 111.111111 1111..11111111111111 I .1111111111=1111111111 11111■111■MIIMIN■11111110 IMNIMIIIM■ 1■11111■■=6■ MISSM 1 1111MEM: ____1111117,;111111111-1-77' r=1 lail_ p-73.1. iNix,. ;INIErrAIMIN 0 NIIIMENIMIIIIIMMNIMIll 1 01 IiIIMMIEMIIIIINININNINIMENMEINNUM ___ = MUNI= 11M11111=1 MEINIIIMIMI ' 1 IWIAMM -77 -. 11111111117 IfailINNI= IMilliiIIINI=.11MIU ', f laillatIMELM- 11111■11111r■ mizailoslIN■ Noi■=1■11111■1■1. 1111111■ IIMINIMI. =WM - 1.1. MOM MU ; 1 MEM NIINNENININIIMENMEINI Ell IENNUEMINIM IIIIMIHNIINNIMMIINNMENNINUNIENUMNE NINMINNEIN EMNINIIMEEE I W 621..F74■11111 L.-_;riNNEIIINI■ b■11 1 1■111111rt7L-11•1 NM= wzniminram _ ai 1111 IMIIIIIIIM111111•111MMEM (inual .................... (4.4.1.) 1■1111Xia . s41... id a (111:71361) .3:24rIVA ziD aKri 111011 33r1W1914 W3LV3M.L. C UC. / C GCC.k. T-liE. k (K) FOMARE PKITVZ s vita ( c EffeLy Co 6E, w i, 14E OCtL t.rThLL cic_ 4 ktik LAN 4 s c4P4L 6.1K 74E, C X ?AEA 60(4 c s ArTT Evu\I — Cr -ksE._ y wre_ — e,LESst /4. T Pi‘ va - 12.0s 19-7T EA. Pt pas) — flikkKS. -1- ki (606)cso-totS) September 17, 1999 Rob King 20503 — 88th Avenue W Edmonds, WA 98026 Dear Mr. King: C City of Tukwila Department of Community Development . Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0320 Zany Brainy Tenant Improvement 17396 Southcenter Py This letter is to inform you of corrections that must be addressed before your development permit can be .approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 70320 • -_ .nM.ttaKtuWlel'YWdy..LrMYMni w.nn .,_ ... .. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fay (206) 431-3665 Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 BUILDING DIVISION, REVIEW Date: September 17, 1999 Project Name: Zany Brainy Application #: 099 -0320 Plan Reviewer: Bob Benedicto 1. Provide additional information to show compliance with the lighting requirements of the Washington State Nonresidential Energy Code. Specifically, include the information on the fixture . schedule and complete the lighting summary forms attached. 2 Provide structural analysis of the roof members that are intended to support the new H.V.A.C. roof top units. If modifications are indicated provide detailed design on the construction drawings. 3. The stockroom area includes some sort of rack fixtures. Rack storage over 8 -feet in height will require a separate rack storage permit. The rack storage permit application must include structural analysis and design for the lateral -force design requirements of seismic zone 3. Please clarify. • Page 1 • ACTIVITY NUMBER: D99-0320 DATE: 11-5-99 PROJECT NAME: ZANY BRAINY Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: B i Division Ki a-0-471 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Comments: TUES/THURS ROUTING: • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP AJO Fire Prevention [34 i If 4 1/ Structural Incomplete Please Route igt Structural Review Required Approved ri Approved with Conditions WRROUTE.DOC 5/99 EL n Planning Division Permit Coordinator DUE DATE: 11-9-99 ii Not Applicable ri No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 12-7-99 REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99- 0320 DATE: 9 -1 -99 PROJECT NAME: ZANY BRAINY XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: Building Division NJ Public Works /1YYY! a 4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I Incomplete n APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INI \PRROUTE.DOC 5/99 p e}r Co0Y PLAN REVIEW/ROUTING SLIP 7 1 ,12- Fire Prevention /1/Pb 4 1 4 Structural n �y. Y: J' ��•! tM >x�'.M4 lerlhel'"t^?!YT.ri4:��;: �..^+.v •��:nfr..Y••: ...�`....... Planning Division YI € t -2-q Permit Coordinator Xi DUE DATE: 9 -2 -99 Not Applicable Comments: TUES /THURS ROUTING: Please Route Structural Review Required" n No further Review Required REVIEWER'S INITIALS: ' , DATE: DUE DATE 9-30 -99 Approved n Approved with Conditions Not Approved (attach comments) g PLaJ� ?v At /lu c.Q d r (1 - t IALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ,_ Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 ' / ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: Project Address: Contact Person: City of Tukwila Department of Community Development ❑ Entered in Sierra on Plan Check/Permit Number: D/? 0320 John W. Rants, Mayor Steve Lancaster, Director y i?Kg14 J7 ` ..4" c't A G6o 4r ��c i 7 Phone Number: Z9'; - 4"SO - /a/ 3 76 52S.K Summary of Revision: G-r .5?-7 Siff/ '4'4 hair' 3) RV4 � � y RECEIVED rITkOr TUYWtI.^ NOV - 5 1999 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of r ision Received at the City of Tukwila Permit Center by: (L L ij .cAr fit 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Dear Sir: •auMf',.af.YnMK�1t.At' : X!!' rfftr f! kNt tt. xY. x. r. Y. Y2. a:+., frrae �vwry .....,............,.�� C City of Tukwila Fire Department Fire Department Review Control #D99 -0320 (512) Re: Zany Brainy - 17396 Southcenter Parkway September 9, 1999 John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1 Maintain fire extinguisher coverage throughout. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 5754439 Page number 2 City of Tukwila Fire Department Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the means of Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 .�nw� «..v'.- n.:.v// r •M• iC:t � :Ct q.: rr�^. V• N'•+•5r}l City of Tukwila Page number 3 Fire Department Thomas P. Keefe, Fire Chief egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112.2. (UFC 1207.1) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Page number 4 t: City of Tukwila Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•4404 • Fax (206) 5754439 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 0, Z. Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 2. 1L Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 / /0 Urinal, wall or stall 5 5 Water closet tank 5 3 Z. / 0 Water closet, flush valve 10 6 / ei f Non- Residential Sewer Use Certification es acb KING COUNTY (To be completed for all new sewer connections, reconnections or change of use of existing connectiod �Q (Please print or type) Owner's Name Vh 8 k ko (i1 T (Last, First, Middle Initial) Property Legal Address: Building Name (if applicable) "Z-A. krY 0214 r (Ay Subdivision Name Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: (if different from property address) Property Street Address / 2 '3 S SO .G ‘7E/t f /e/acPit V City, State, Zip — r a<4. AA, C) /}-, 98 '/2 9 / (24716 l -i 4L' Owner's Phone Number (SO 3 ) 63 G - or Property Contact Phone # ( 2.O 6 Qs (6 i Owner's Mailing Address: (if different from above) City or Sewer District 4-R' 4 S Lj Th E?tCOCAS R.6 . t ?s Date of Connection L Ft'k O jf.60 0t2. 4'703S Side Sewer Permit# A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 g. 1058 (Rev. 11/96) This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but Is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. Total Fixture Units Z 1.3 RCE Property Tax ID # ,2 Z3 0 -90 ?' t B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ C. Total Residential Customer Equivalents: (add A & B) A B 187 Date / - ' 7 91 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer RCE A" 099- D3 I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Owner/ Ad 6 Kw Representative 7 -13 -1999 12:09PM FROM Y, t• wnce./. t:! �' 1l' �'+ LVwxt .Vwt'ww:ae.xvJh+�.•��...�• P. 2 w lri STATE Of WASHINGTON MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION MITCHELL CONTRACTORS, INC. 19505 VASHON HWY SW PO BOX 187 VASHON WA 98070 DOMESTIC PROFIT CORPORATION. RENEWED BY AUTHORITY OF SECRETARY OF STATE TI1Y above entity has been issued the business registrations or licenses listed DEPARTMENT OF =NSW. OusestB5 & PROFESSIONS OM6 ON, P.O. BO OM OLYMPIA. WA 0e607.11 (MO) e] V 1100 UNIFIED BUSINESS ID 0: BUSINESS ID 0: EXPIRES : 601 704 034 001 04 -30 -2000 d Nang REGISTERED AS PROVIDED SY LAW AS CONST CONT GENERAL. MITCHELL CONTRACTORS INC PO BOX 1.67 VASHON WA 98070 AB. ACOUST. ADJ. OFF. AGG. ALUM. ANOD. APPROX. ARCH. ASPH. AUTO. OFF. ANSI. BD. BOARD BLDG. BUILDING BLK / BLK'G. BLOCKING BM. BEAM BAT. BOTTOM B.O. BOTTOM OF DEVELOPER at PAlRIK\:IAY SUF'IR TUKWILA , WASHINGTON SITE "A" AND RELATED BUILDINGS IMPROVEMENTS M B K NORTHWEST LIMITED 7690 S.W. MOHAWK STREET TUALATIN, OREGON 97062 TEL: (503) 691 -9500 FAX: (503) 684 -7272 ARCHITECT BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS , SUITE 430 LAKE OSWEGO, OREGON 97035 TEL: (503) 670 -0234 FAX (503) 670 -0235 GENERAL CONTRACTOR SIERRA CONSTRUCTION CO, INC. 16715 N.E. 79th STREET REDMOND , WASHINGTON 98052 -4425 TEL: (425) 885 -3797 FAX: (425) 885 -4330 TENANT ZANY BRAINY 308 EAST LANCASTER WYNNWOOD, PA. 19096 TEL: (610) 896 -1500 FAX: (610)896 -3820 CONTACT MICHAEL A. LEVIN (610) 896 -3069 JOE KARAFA (610) 896 -1500 EXT. 2106 ABBREVIATIONS AT ANCHOR BOLT ACOUSTIC /ACCOUSTICAL ADJACENT ABOVE FINISH FLOOR AGGREGATE ALUMINUM ANODIZED APPROXIMATE /APPROXIMATELY ARCHITECTURAL ASPHALT AUTOMATIC ABOVE FINISHED FLOOR AMERICAN NATIONAL STANDARDS INSTITUTE GENERAL NOTES I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE D.S. AND ON THE JOB PRIOR TO EXECUTION OF ANY WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURED DUE TO HIS FAILURE TO DO 50. 2. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH ALL STATE AND LOCAL JURISDICTIONAL BUILDING CODES AND REGULATIONS. 3. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULA- TIONS. THE CONTRACTOR SHALL DESIGN, INSTALL, AND MAINTAIN ALL SAFETY DEVICES AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 4. PROVIDE FIRE EXTINGUISHERS WITH RQUIRED SIGNAGE AS REQUIRED BY FIRE DEPART - MENT FIELD INSPECTOR DURING CONSTRICTION, PROVIDE A PORTABLE FIRE EXTIN- GUISHER WITH TYPE ABA RATING WITHIN 15 FOOT DISTANCE TO ALL PORTIONS OF THE JOB. 5. PLANS FOR ALL FIXED FIRE PROTECTION EQUI,ENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS, AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL, FIRE SPRINKLER ENGINEER AND TENANT PRIOR TO INSTALLATION OF EQUIPMENT. 6. ALL DIMENSIONS TO FAGS OF STUD UNLESS OTNIERUISE NOTED 1. MECHANICAL, ELECTRICAL, AND PLUMBING PLANS TO BE PROVIDED BY THE GENERAL CONTRACTOR AS PART OF DESIGN BUILD. DIRECTORY BUILDING DEPARTMENT CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WASHINGTON 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 PLANNING DEPARTMENT CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WASHINGTON 98188 TEL: (206) 431 -3672 FAX: (206) 431 -3665 BUILDING CODE A. PROJECT LOCATION: 11300 SOUTHCENTER PARKWAY TUKWILA, WASH. B. 1994 EDITION UNIFORM BUILDING CODE WASHINGTON AMENDED C. CONSTRUCTION TYPE: V- NONRATED : FULLY SPRINKLERED. D. OCCUPANCY GROUP: M (MERCANTILE) E. ZONE CLASSIFICATION: TUC - DISTRICT F. SEISMIC ZONE: 3 (1994 UBC CHAPTER 16 FIG. 16 -21 G. PROPOSED RETAIL BUILDING AREAS: 11300 SF. H. TENANT EXITS SHALL COMPLY WITH ALL APPLICABLE CODES. REFER TO THE DRAWINGS FOR LOCATIONS. KEY PLAN CAB. CABINET DWG. DRAWING GALV. GALVANIZED NAMUF/MPR MANUFACTURER REINF. REINFORCED/REINFORCING TEMP. TEMP ERED CER CERAMIC DTL. DETAIL - GA GAUGE MAS. MASONRY REQ. REQUIRED T._ TN CENTER LINE DS. DOWNSPOUT GEN. GENERAL MAT. MATERIAL REV. REVERSE TYP. TYPICAL CLG. CEILING Di. DOUGLAS FIR GL. GLASS MAX MAXIMUM R9. RD. T t G TONGUE AND GROOVE CLR CLEAR GYP. GYPSUM MDA. MEDIUM DENSITY OVERLAID R RADIUS T.C. TOP OF CURB COL. COLUMN EA. EACH GYP. BD. GYPSUM BOARD MECH. MECHANICAL RD. RAIN DRAIN/ROOF DRAIN T.G.I. TILE COUNCIL INSTITUTE CONK. CONCRETE ELECT. ELECTRIC/ELECTRICAL GL. GLU -LAM MEMB. MEMBRANE RO. ROUGH OPENING T.J. TROWEL JOINT/TOO,. JOINT COND. CONDITION ELJELEV. ELEVATION/ELEVATOR MEZZ MEZZANINE TAA TOP OF ASPHALT PAWING CO.. CONNECTION EQUIP. EQUIPMENT HC/HCAP. HANDICAPPED MH. MANHOLE SCH.. SCHEDULE TAD. TOP OF CONCRETE CCNST. CONSTRUCTION EQ. EQUAL H.C. HOLLOW CORE MIN. MINIMUM SECT. SECTION T.O.D. TOP OF DECK CANT. CONTINUOUS (E) EXISTING HDR HEADER MISC. MISCELLANEOUS SHT. SHEET T.O.F. TOP OF FRAMING CORR CORRIDOR EXIS, EXISTING HORIZ. HORIZONTAL MA. MASONRY OPENING SHT'G. SHEATHING TAM. TOP OF MASONRY GU. CUBIC EXP. EXPANSION HR HOUR NEL. METAL SR SQUARE T.O.P. TOP OF PLATE CFM. CUBIC FEET PER MINUTE EXTING. EXTINCiU15H/EXTNGUISHER HT. HEIGHT SQ FT. SQUARE FEET TP. TOILET PAPER C.I. CAST IRON EXT. EXTERIOR 14B. HOSE BIBB (N) NEW SIM. SIMILAR TPD. TOILET PAPER DISPENSER CJ. CONTROL JOINT E.J. EXPANSION JOINT HM. HOLLOW METAL !741. NOMNAL SPEC. SPECIFICATION T.S. TUBE STEEL C.N.U. CONCRETE MASONRY UNIT E.W. EACH WAY H.VA.C. HEATING VENTILATION AND NO. NUMBER STD. STANDARD T.O.S. TOP OF SHEATH. AIR CONDITIONING N.I.C. NOT IN CONTACT STL. STEEL T.0.W. TOP OF WALL m OR DIA. DIAMETER FDTN. FOUNDATION IN. INCH STAR STORAGE UG. UNDERGROUND 0.4N13 DBL. DOUBLE FFE. FINISH FLOOR ELEVATION INSUL. IN.LATION O.H. OPPOSITE NAND G. AND STRUGT. STRUCTURAL UNIFORM BUILDING CODE DEPT. DEPARTMENT FN. FINISH INT. INTERIOR OFG0.4N13 SUSP. SUSPENDED U UNLESS NOTED OTHERWISE DIM. DIMENSION - N FACE FINISH FACE OPP. OPPOSITE SYS. SYSTEM DISP. DISPENSER FLOOR JT. JOINT OA. ON CENTER 5. AND 5. STAIN AND SEAL VEN. VENEER DN. DO. FT. FOOT JST. JOIST S. AND V. STAIN AND VARNISH VERT VERTICAL DOOR FTC. FOOTING PERF. PERFORATED 5.C. SAW CUT /SOLID CORE V.C.T. VINYL COMPOSITION TILE DR FE.C. FIRE EXTINGUISHER CABINET LAM. LAMINATED PLYW'D. PLYWOOD S.D. SOAP DISPENSER FAF. FAGS OF FINISH LAV. LAVATORY P.B. PARTICLE BOARD SM. SHEET METAL W/ WITH FAM. FACE OF MASONRY PROPERTY LINE/PLATE SS. STAINLESS STEEL IUD. WOOD FAS. FACE OF STUD P.T. PRESSURE TREATED WIN. WINDOW RID. PAPER TOWEL DISPENSER WP. WATERPROOF WT. WEIGHT W. WIDTH WA WATER CLOSET WF. WIDE FLANGE SHEET INDEX ARCHITECTURAL AO Al A2 A3 L COVER SHEET FLOOR /FIXTURE PLAN and DETAILS REFLECTED CEILING PLAN and DETAILS G NERAL NOTES and SCHEDULES TENANT PROTOTYPICAL SET LIGHTING / ELEC. NOTES A. ALL ELECTRICAL WORK TO BE DESIGN / BUILD. B. ALL EXTERIOR LIGHTING FOR BUILDING AREAS TO COMPLY WITH WSE.C. SECTION 1532. E -ers.. that tho ot to errors and c. does not authorize t'.,_ _d Code or -,of oPPoad Date Perron No. 'D. ZANY BRAINY TO REVIEW AND APPROVE ALL ELECTRICAL WORK PRIOR TO START OF CONSTRUCTION. 0 0 F1 D. ELECTRICAL CONTRACTOR TO PROVIDE PLANS, LIGHTING SCHEDULE AND / OR SUPPORTING DOCUMENTATION, AS REQUIRED IN WEEA. SECTION 1141, SOUTHCENTER PARKWAY j::qq VICINITY MAP a Re L9- c )3a YO Z m 3 ANDOVER PARK WEST SITE E A1ATE PERMIT CL4IRED FOR: ✓ EECHANICAL 1/%L ECTRICAL I ��.;MBING PIPING C -_ I TUKWILA EC. _ ENISION Z cen H Oz z CC w cc - w Z � Z y-� z zac. g ' CO d E— Q Z 44 N PROJECT NO. 91111.1 A/5 No. 2 DRAWN BY BCC CHECKED BY R.s. DATE AUGUST 31, 1999 REVISION 1- IC-4.9.17WG BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADowaaezD LAKE OSWEGO, OR, 97035 {ynl (603) 670 -0234 FAX (503) 670 -0,235. 0: bea8beaaf F.2dri COVER SHEET RECEIVED CITY OF TUMM PERMIT AO Y RS OOCI i ,S / OXiB iED r W�N.OVi �ix� wnirtEu c '.tli5510N�C� BEn ,... ♦,SC .. rEC 5 P.C. 0 O 1 DEMOLITION PLAN 1/8 " =1' -0" -- PROVIDE NEW 3 SAW -CUT OPENING, INSTALL NEW 3' -O'x1 -0• H.M. EXIT DOOR PATCH AND REPAIR TO MATCH EXISTING REMOVE EXISTING DOORS AND STOREFRONT TO PROVIDE NEW VESTIBULE AND GLAZING SEE PLAN AND ELEVATIONS 1 °I ° -- -- fol EXISTING DOOR TO BE REMOVED PROVIDE NEW 6' -4'x1 -4' SAW -CUT OPENING, INSTALL NEW DBL. 3' -0'x1 -0' HM. EXIT DOOR PATCH AND REPAIR TO MATCH EXISTING ,OR NOTES - DEMOLITION PLAN I. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, VERIFY DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCING ANY WORK 2. ALL D0 WALLS, FIXTURES, ETC. SHOLN IN DASHED LINES ARE TO BE REMOVED AND DISPOSED � UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR' FAULT SHALL TI-E 5 LItT BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 4. NOTIFY THE ARCHITECT AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. 5. NO ALTERATION TO THE BUILDING'S STRUCTURAL MEMBERS ARE ALLOWED. 6. COORDINATE WITH THE LANDLORD OR HISMER REPRESENTATIVE PERTAINING TO ANY 1. MAINTAIN ALL FIRE SEPARATIONS BETWEEN TENANT SPACES AS REQUIRED BY ANT CODE OR REGULATION, DURING DEMOLITION WORK S. IMMEDIATELY UPON COMPLETION OF DEMOLITION, ALL CONDITIONS. AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY I♦ISCREPANCIES IMMEDIATELY TO THE ARCHITECT. 9. G.C. MUST INVESTIGATE THE SITE PRIOR TO SUBMISSION OF HISMER BID TO ANTICIPATE ANY DEVIATION WHICH MAY NOT BE SHOWN ON THIS PLAN OR ANY OTHER DRAWINGS IN THIS CONSTRUCTION DOCUMENTS. 10. NO COMBUSTIBLE MATERIALS ARE ALLOWED ABOVE THE FINISHED CEILING. U. CONSTRUCTION SITE 15 TO BE SEALED TIGHTLY. CONSTRICTION BARRICADES SHALL BE AS PER THE REQUIREMENTS OF THE LANDLORD < CITY OF ••• ••••. 12. REFER TO SCOPE OF NEW WORK IN ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURES LINES, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR EQUIPMENT, FIXTURES, WIRING, ETC., SHALL BE REMOVED FROM THE JOB SITE. NOT USED 13. REFER TO SCOPE OF NEW WORK IN MECHANICAL DRAWINGS FOR ANY EQUIPMENT, DUCTWORK I EQUIPMENT, FIXTURES, D CTWORK REGISTERS, ETC, ED ALL BE REMOVED FROM THE JOB SITE. 14. G.C. SHALL RELOCATE ANY EXISTING SERVICE LINES SUCH AS SPRINKLER MA ?i, DOMESTIC WATER, SEWER LINE, GAS LINE ETC., IF REQUIRED TO ACCOMMODATE THE NEW WORK ANY SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 15- ANY UNNOED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE ARCHITECT AT ONCE. 16.ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. Il. CONTRACTOR TO PROVIDE FOR ALL TEMPORARY HEATING REQUIREMENTS. NOTES - FLOOR PLAN i. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, VERIFY DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO COMMENCING ANY WORK- LEGEND FLOOR PLAN, y EXISTING WALLS TO REMAIN EXISTING WALLS TO REMAIN WITH NEW RIBBING EXISTING WALLS TO REMAIN WITH NEW FURRING NEW 3 5/5' MIL. STUDS • 16' O.C. - SEE SECTION 3/A3 NEW 3 5/5' MTL. STUDS • 16' O.C. WITH SOUND INSULATION - SEE SECTION A /A3 NEW 6' MTL. STUDS • I6' O.C. WITH SOUND INSULATION TO STRUCTURE ABOVE UN.O. EXISTING STOREFRONT SYSTEM NEW STOREFRONT SYSTEM — — CORNER GUARDS TYP. )FE) -WOOD- -I i ww �a i r/E)- WQOD.. _ _ I6BLti•N IL (E WOOD COLUMN 11 I j.�!QVy , SALE 101 WOOD LUMN I ((!C) ul?Op MANAGER OPPOE1 /"COLUFI�I 106' VCT -I 26' -3 3/4' K -10y NEW ELECTRIC SUB I' PAN IW/TEL. BOARD I CLEAR EPDXY I SEALED CONCRETE RESTROOM 105 LGT-i RESTROOM 104 CT - I SIM. s14' - VERIFY O FLOOR PLAN 2 /8 "_1,_o„ 4 'k i 0 { 10' -6' VERIFY t VT r I" z 5 w • I 1 i ® z CC UJ — Li F— CL Z, _nn) Z W < Z `' ac • < m it 11_ LJU O Y PROJEC''. 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Intl n1I1111111111111 ®iii1111 11111111611111111111111121 1 1 l illliiEININTIM i 11i11 /i1lil1i1NINTE R II 11111111111 !11111111111111111n11i11EL v IIINIM/111111'►111 EIINIMI i�11►11N11 MI IlnnIIII11111111IlIIiIuI1iIII1i ;iluI 1 l EFAM !ill IMMISI1i11ininill►_ /iii11�1 11IIIlIlnlnli111111111e1 IIIIIIIIm■�n1�li nlrinr IIIIIIIIIMIin1►11►Iii►IMMIN11' 11 - INEI■■en�11- ■�1e1��11�1RVIIPP! 06 111ein/i1/11111 1 IIIi/ it /wA 1•__ _ lite SIM NOTE: APPLY R -2I BATT INSULATION AND VAPOR BARRIER AT UNDER SIDE OF ROOF STRUCTURE. NOTE: PROVIDE LATERAL BRACING IN CONFORMANCE W/ ALL APPLICABLE CODES AND STANDARDS 1991 UNIFORM BUILDING CODE STANDARD NO. 25 -2 METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS (COMFRESSICN STRUT, SECTION 252123 (c) LATERAL FORCE BRACING LATERAL FORCE BRACING FOR SUSPENDED CEILING SYSTEMS: WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY 4 -42G4. WIRES SECURED TO THE MAIN RUNNER WITHIN 2" cTr THE CROSS RUNNER INTERSEC`, SON ANC SPLAYED E.2 FROM EACH OTHER AT AN AN,LE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. a STRUT FASTENED TO THE MAIN RIMER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' O.. IN BOTH D'ECTI0ra WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIFEEN TO THE STRICTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS S-IALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK. THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AME. TO THE STRUCTURE IN SUCH A MMNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHING LESS THAN 56 E.LBS. SHALL HAVE, IN ADDITION TO THE REQUIREMENTS ABOVE, 2-12GA HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK LIGHTING FIXTURES WEIGHING 56 LBS. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRICTURE USING 5G4. WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. CEILING PLAN NOTES I. CANOPY SIGN,. J -BOX LOCATIONS SHALL HAVE A 20 AMP CIRCUIT TO TENANT PANEL AT IS' -0' APP. INSIDE CANOPY WALL. 2, CEILING HEIGHTS SHOWN ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. 3. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION OF AIR DIFFUSERS, SPRINKLER HEADS AND EMERGENCY LIGHTING, ETC. NOTIFY THE ARCHITECT, IF CONFLICT OCCURS. 4. ALL NEW LIGHT FIXTURES SHALL BE SUPPLIED BY AND INSTALLED BY THE LANDLORD'S GENERAL CONTRACTOR, INCLUDING EMERGENCY LIGHTS AND EXIT LIGHTS. OR AS NOTED ON PLANS. S. IT 15 THE FIRE SPRINKLER CONTRACTORS RESPONSIBILITY TO SUBMIT PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE: SPRINKLER CONTRACTOR SHALL CONTACT THE CITY FIRE MARSHALL'S OFFICE FOR THIS REVIEW AND APPROVAL AND THE ARCHITECT PRIOR TO INSTALLATION. S. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO FINISH SCHEDULES 6 SPECIFICATIONS FOR INSTRUCTIONS. ALL PAINTING AT GYP. BD. CEILING SHALL BE EGGSHELL FINISH. S- SEE ELECTRIC PLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE. 9. SEE MECHANICAL PLANS FOR EXACT LOCATION OF DIFFUSERS, RETURN AIR. ETC. 10. EXISTING SPRINKLER HEADS SHALL BE AS FOLLOWS EXPOSED STRUCTURE: CHROME, PENDANT TYPE. - TURNED UPRIGHT ACOUSTICAL CEILING AND SOFFITS: CHROME SEMI - RECESSED - MIN. 5• TO ANY GRID. DISPLAY SOFFIT : WHITE, FULLY- RECESSED TEN. G.C. TO (v.IF.) II. CEILING HEIGHT ARE AS SHOW ON PLAN ROOM FINISH SCHEDULE IN THE EVENT OF DISCREPANCIES BETWEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHTING FIXTURES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS NOTIFY ARCHITECT FOR REVIEW, PROTOTYPE DRAWINGS GOVERN. 12. LANDLORD TO FURN. TO TENANT s COMPLETION OF CONSTRUCTION THE FOLLOWING: TWO (2) UNOPENED BOXES OF SALES AREA CEILING TILES AND ONE (I)UNOPENED CONTAINER OF EACH TYPE OF LIGHT BULB USED. 13. GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE QUANTITY OF MATERIALS ON THIS PLAN. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN QUANTITY REQUIRED AND QUANTITY SHOWN: LEGEND - CEILING PLAN LIGHTING LEGEND 5tt1BOL DESCRIPTION 7LE55ED Dx>PF£o N wuar 'i g Flx1uREl m Xa' -m•, 13 cELL HUBBEL MOD: FO3G5ZNB4E lIF • 2TNJ HJBBEL MWEL • �Y37AfBIE lF a p0r) SAME AS OBOVE EXCEPT DR'.II1E�� roR NIGHT LIGHTS 35E /REFE TO ELEC RECESSED ORA,. N fLUC•5C3X• FIXTURE 2 -0' X7 , 9 CELL 1-0.19BEL MOO.. 12.5 14E fF•211•1) H.@BEL MODEL • RAVAZAGOIE OF • par) iSS l' DROPPED M FUXMESLEM FlXNRE I' -0'.X8 0,9 CELL UB BEL MODEL' RC EGEO AC ENE 7 a 111•1) WBBF1 MODF1' RCGSZ4CSIE (F • 110iJ V15 ERHIGHF£6GR" LW ,_ RELE54� LLWLLIIU.SHEW 131 H1 FIXTURE O1 2 X l 3•16' OPBIN3 LIGV1tdR MODEL • 4.11118223% ST•••IIq•3XENT L L MODEL 5•184.3 VALANCE F 1101•ESCENT Haa33EL MggEL 2LIZ g •LT LWIACELL EXIT FIXTURE A514M,10 BATTERY WIT M BTOfJIWO1IF 12 TO ELECTRCALI 17rla IGHTII =11 E T1BFLO9D L ,m Da1PADT FLUOR U••LM BTAr E/ ELM 3 TIwI (REFER TO ELECiRICA1! T NDAV r4 , MA ECHiRAC BY BTAT "T" SIFB MC. LE� 3 I LE219 �� � FIk T.LE LGT� 96 BULB SOF1 F- 32!18/11135 SIFT 10411E F- RT3RL335 Seri WI. F•32213•1135 29,90 1.125 ONE BIAX TTF£ LAMP SOF 311. - 322T&T1_135 SOFT WIiE 4•332T8M1135 FLIIO � WIRE INSULATION UP WITH IS GA. WIRE STAPLE INSULATION AT EDGES ONLY F- w ww 1 > . SEE BANNER PLACEMENT DWG. FOR ADDITIONAL INFORMATION ON BANNER PLACEMENT. / I` Oz oc w 0 I- w z� w> Q cc PROJECT NO. 91111.1 Ale No. 2 DRAWN BY BCC CHECKED BY RS. DATE AUGUST 31, 1999 REVISION TI -IC - A 2 OITY U • IIA S - PERMIT CE BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 be60 beaarch.com RELECTED CEILING PLAN EXTERIOR ELEVATIONS O SEISMIC BRACING SCALE: NOT TO SCALE O INSULATION SUPPORT SCALE: 1" = 1' -0" ' D C) 1 - CB 2 - 1 " TB 3s BTB s.P�o�l3 R 31.F TO F_ 1 REFLECTED CEILING PLAN SCALE: i / Ft" = I' -0" ER O TOILET ROOM DETAILS 1 /4. =1' -O" d EA STUD EACH SIDE SCALE: I/2° I' -0' ELEVATION 4 CLIP ANGLE OR TAB (4,0-I6 SCREWS 2 IN CHANNEL 2 IN EACH STUD M O WALL SECTION ..CLEAR D DIST GAP \ EFLECTION GAP FOR DEFLECTION INTERIOR TRACK SPECIAL OVERSIZE DEFLECTION TRA 2' MIN. DEPTH 12` COLD ROLLED CH ATTACHED TO TAB TO STABILIZE 5TUD5. PLACE FIRST ROW WITHIN 12' OF SLIP TRACK CHANNEL O DEFLECTION HEAD �f31RR OUT WALLS TO BE FLUSH WITH GOLUMS IN SALES AREA Tr, 2x BLOCKING AT 10'-0 O.C. STS AT S/8' UD TYPE 'X' GYP. BD. EACH 5iD'E GYP. BD. TO BE TAPED 4 SANDED READY FOR PAINT FINISH. CONTUNUE GYP. BD. TO UNDERSIDE OF ROOF SHEATHING, BOTH SIDES. SOUND INSULATION AT DEMISING WALL ONLY FIN. FLR NOTE: REFER TO STRUCTURAL ROO. FRAMING PLANS FOR NEW AND EXISTING CONDITIONS. RED RED ELEVATION 1 RE ELEVATION 2 WH TE WHITE ELEVATION 3 ELEVATION 4 NOTE: ALL WALL CERAMIC TILES TO BE AMERICAN OLEAN GLAZED 4 1/4' X 4 1/4'. CERAMIC TILE LAYOUT SCALE: N.T.S. LL. G.C. SHALL FURNISH AND INSTALL CERAMIC TILE FOR TOILET Po 1. AS SPECIFIED ON THE SCHEDULES 4 RESPONSIBILITIES SNEETfA -1) TEN G.C. TO REFER TO TOILET ELEVATIONS FOR TILE PATTERNS. TOILET NOTE TOILET ROOM SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS INCLUDING AMERICANS WITH DISABILITIES ACT' (ADA) BUT NOT LIMITED TO THE FOLLOWING A WATERCLOSET SEAT HT. rl' TO 19' AFF. B. CENTER LINE OF WATERCLOSET: IS" FROM SIDE WALL C. GRAB BAR BEHIND WATERCLOSET: 36' LONG, 33' TO 36° A.F.F. C. GRAB BAR DIAMETER : I -A4' TO I-1/2° F. SPACE BETWEEN WALL AND GRAB BARS : I -1/2' G. TOILET PAPER DISPENSER : 36' MAX. FROM REAR WALL, 19' AFF. H. KNEE CLEARANCE AT LAV : 29' MIN HT. AND 8' MIN. DEEP. L LAV. DEPTH : 11' MIN. J. LAV. H.W. AND DRAIN PIPES INSULATED WHERE EXPOSED L. LAV. RIM SURFACE 34' MAX. 40'' APP. M. PRIVACY LOCK SHALL HAVE LEVER TYPE HANDLE N. DIAPER DECK: 42° AFF. HT, O. STORAGE CABINET: 54' APP. HT. P. ELECTRICAL HAND DRYER ICE WHITE - 025 CHERRY RED - 101 (ALL TOP TILES TO BE BULLNOSEDI (ALL BASE TILES TG 5e COVEI (PROVIDE BLOCKING IN WALLS FOR ALL TOILET ACCESSORIES INCLUDING THOSE TO BE INSTALLED BY TENANT). 2 LL STAGGERED BRACING - �A 4V -0' OD. DIRECTION AT 4' - OD. LINE G' CEILING - SEE � REFLECTED CEILING PLAN AND FINISH SCHEDULE FOR CEILING FINISHES 5/8' METAL FRAMING .G. .C.T. -- AT 6 O T 6' AB OVE A e' GYP5UM WALLBOARD TO 6' ABOVE CEILING -WALL BASE - REFER TO FINISH SCHEDULE 3 16 GA. CONTINUOUS METAL TRACK CONC. FLOOR SLAB (E) Z W 44 FL • I O Z z � W cc G fr 2 Z � < co rN W� F- > z cc o m 1 _ Z v � PROJECT NO. 91111.1 A/5 No. 2 DRAWN BY BCC CHECKED BY R5. DATE AUGUST 31, 1999 REVISION TI- IC- A3DWCs REC CITY OF TU LA sp., 1 1 , 99 PERMIT r,; Ei: BENNEF1 STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670-0235 bea(Abeaarch.com ENLARGED PLANS and DETAILS NON - BEARING 3 5/8" METAL STUD WALL SCALE = 3/8" = 1' -0" D qq -o3 2 o xlan g%∎;∎2 m nxrp nin PEPwISSIO Or SENNER STANG ASSOCIATES ° A R ONILEC � P., DOOR SCHEDULE NO. LOCATION SIZE DOOR FRAME REMARKS W®,.. ,....rr THK 7 WARE RAmo mamma_ ©L48$ RI'➢BH MATENAL 1.1418N I EXISTING ENTRY DOOR (2) V -0' 1' -0' 13/4' GROUP •4 NONE ALUMINIUM it IPtRED PAINT ALUM. PAINT • UC45282XI 2 OFFICE 3'-0' 1' -0' 13/4' GROUP •6 NONE. WOOD NONE PAINT M. PAINT 3 TOILET ROOM 3' -0' 1' -0' 1 3/4' GROUP 2 NONE WOOD NONE PAINT HM. PAINT GD. i0 FUR,. AND INSTALC GD. Tr 4 TOILET ROOM 3' -0' 1' -0' 1 314' GROUP 2 NONE WOOD NONE PAINT HM. PAINT • O D D ` ANT REQ'D. ADA SIGNAGF 5 EXIT DOOR V -0' 1' -0' 13/4' GROUP 5 3/4 HR HM. NONE PAINT HM. PAINT 6 SALES / RECEIVING 4' -0' 1' -0' 13/4' GROUP 9 3/4 HR WOOD NONE PAINT HM. --TI PAINT T PRIG. DOORS a CLOSET VERIFY l' -0' I - NONE WOOD NONE PAINT WOOD PAINT 8 SERVICE DOOR 0) V -0' 1 - 13/4' GROUP 5 3/4 HR H.M. NONE PAINT NM. PAINT ROOM SCHEDULE ' NO. SPACE WALL BASE FLOOR CEILING REMARKS M gTEFiIAL FINISH HEIGHT 101 54LE5 AREA PI ACT -I ALT 12' -0' /4"-r REFER TC SPELIFILQTION FOR MATERIAL ANC.FMISH REQJIRET1EN15 102 STOCK ROOM PI CLEAR EPDXY SEALANT ACT -2 ALT 1y 0 ,, RIFER TO SPECIFICATION FOR MATERIAL AND FINISH REQUIREMENTS. 103 MANAGER'S OFFICE PI VCT -I - ACT-2 ACT g _0 AFF REFER TO SPECIFICATION FOR MATERIAL AND FINISH REQUIREMENTS. 04105 FCC. TOILET ROOM PI / CT -I Li -2 ACT -I ALT 9' -0' .4FF ,REFER TO SPECIFICATION FOR MATERIAL AND FNISH REQUIREMENTS. 106 CfFICE PI VLT -I ALT -2 ACT 9' -0' NF REFER TO SPECIFICATION FOR MA TERIAL AND FINISH REQUIREMENTS. HARDWARE GROUP FINISH SCHEDULE Group 4I1 (SALES AREA TO RECEIVMS AREA) Group #2 (TOILET ROOM DOOR( MATERIAL MFCR. SPECIRCATIONS (LoLQR COLOR CODE) TAPED SANDED AND F€ADT FOR PAWL EACH DOOR SHALL HAVE BRITS: I - N PAIR STANLEY ME431, 4 12' z 4 VT x US26D. "T— MEDECO EM BASS Y LEVER OCKSET FM. 8 L CHROM 62 , ' CLOSER: DORMA 1600 SERIES FIN ALUM, e PULL SIDE), US D. FLOOR STOP: IVES, •438, US26D: KiG KP- -ATE: LEXAN, LLHITE I/4' iHK, EDGES POLISHED, 1' OFF ALL EDGES, TO 1 DERSIDE OF DOOR HANDLE OFF UN (SALES SIDE ONLY) SILENCERS: 3 -IVE5 20. DOOR MOMTED HOLD OPEN EACH DOOR SHALL HAVE: BUTTS: 1 - I2 PAIR STANLEY FSB191, 41/2' z 4 Vl' x US26D. LATCH SET: PRIVACY L AT , (TIT CFIR LCOMET FM: BRIGHT C.O. (625) CLOSER DORMA, 1600 SERIES FIN ALUM, FULL SIDE), US26DIIF REQ'D BT COD KICKPLAIE:.LEXAN, WHITE V4' THK, EDGES POLISHED, I' Off ALL EDGES, TO I' OFF UNDERSIDE OF DOUR HANDLE (SALES SIDE ONLY) SILENCER IV ES 20. FLOOR STOP: IVES, 635, US26D. ANODIZED FINISH (I) PER DOOR COAT HOO4 RIGID /RAK ,�I 955 ALUM. Lit MID. • 5' -0' AFF.ON TOILET SIDE. PA MT • • YELLOW, 336 PAS T RED, 9094 PAINT PURPLE, 93E6 ALL i i PAINT MOOR M CHARCOAL, 9631 PAINT 9NEPoUM DAR: FUR'LE, 635A 021ATEX'R' (Q ) FORMULA: VIOLET42/32 I/64 TBD5/32 BLUE( /64 WHITE6/32 SOTS FED- MQN.ATEX-6204069 (GAL) PANT ' ' BLUE - METALATE,60.9P. 48 ULTRADEEP PILA:BLUE 60Z,48/72 VIOLET41/320HITE 20Z60/32,BLKI6/32 PA MT GrEEN-y35Am2 LATEk 'R'(Q7J FO 11.111. ,LIE 23!72 GREEN 2332 1/64, WHITE 26/32,1/64, YELLOW 51/32 PAST SHERIAFI NII I IAMB 6�TETK'V YOT) FOR9ULA: VIOLET 29/72, UNITE 2 OZ 22/32 CERAMIC TILE GLAZED WALL TILE (REFER TO DETAIL SW) p� Group #:3 (SERVICE DOOR) Group *4 (ENTRY DOORS) CORNER GUARDS ACROV1N SM•20 (8' -0' H) COLOR 933 MISSTGF LLT7rTE CORNER GUARDS ACROVTN 651 -25 (8 ' -0' H./COLOR 933 MISSION WHITE CORNER GUARDS PALILMG PRJT. CG- 402 -90' 90 ALUM W' SATIN FINISH EACH DOOR $NAL L HAVE:.. BUTTS: 1'- I2 PAIR STANLEY FBBI91, 4 12' z 4 I/2 z U5240, ARP. EXIT D - CAKE: AVOW EXIT PENCE ALIIM1100 V ROD F N - POIDER IM (I/ ONE DOOR CLOSER W/ DORMA,16 SERIES OL ALWM; FIOID OPENN: • PUSH SIDE). 115260. KILKPLATE: ROCKLIOOD, U^v2 a 050' % ( 51 TO I ' UNDERSIDE O F DOOR HANDLE SILENCER IVES 20. PROVIDE A PEEP -HOLE • 0 -0' AFF. EACH DOOR SHALL HAVE: BUTTS WAGER -3PR - 81312194 412'4 4 12' x NRP4 US26D. CLOSER LCN 14612 DSc ALUM. ON PUSH SIDE LATLATCH., LATCH., MEDECO ONE H1 5IGH 32' DIA S ..PIN CYL SECURITY DEADLCINDEROK WITH (EXTERIOR SET ONLY) SILENCERS: 1.5 20 THRESHOLD: 12'x4' WIDE (EXTERIOR. SET ONLY) PUSH,LILL HEW( HANDLES ITEM 55033 GKR 9LLOW BACK TO BACK 4 ttPE YE 1.1 DOOR STOPS: HAGER 240E DO1ESTOP VMTL COMP. TILE ARMSTRONG EXCELON 51836 SHELTER WHITE (GREY) CARPET DURKAU PRESIDENT. SUITE PATTERN.. V -014, ROLL CAR =ET' DURKAN PRESIDENTIAL SUITE, PATTER( 0 -6011, ROLL CARPET DURKNN 60•91DFNTIAL SI IF PI LIERL2663 BOLL C ERAMIC TILE FLOOR TILE (T=£eE _TAL SIT) VB-I VINYL BASE ARMSTRONG , COVE SASE 9400 (BALK) PLI PLASTIC LAMINATE FORdIICA 649 SPATE PL2 d PLASTIC LAMINATE FORMICA 609 BLACK WEATHERSTRIPPING 2 ACT -I CEILM TILE AR STFC66 ARMSTROYs 2'44' tE FINV TILE WITH 2,12 'SECOND LOOK' - CCR EG4 RV Grou #5 p (EXIT DOOR) Group # (OFFICE) U CEILIM GRP AR ISTRO. 2'x4' ARMSTROYs 1300 SERIES SATE ACT -2 CEILIN3 TILE ARMSTRONG STANDARD 204' TEGULAR TILE -W11TE EACH DOOR SHALL HAVE: BUTTS: I - 12 PAIR STANLEY FE B191, 4 V2' x 4 I2' x US262, NR'. EXIT DEVICE: ARROW EXIT DEVICE 1109 O FM,-POWDER ALUMINA NE PER DOOR CLOSER DOR1A,1600 SERIES RN ALUM, e PUSH SIDE), US26D. KILKPLATE: Rp�� 'JIO2 12' x 34' x 26U5 D .ID50', 8313 (INTERIOR) SILENCER IVES 20, a HEAD AND JAS WEATHER MB STRIPPIW EMEROR D THRESHO! EACH DOOR SHALL HAVE: BlTfS: - 12 PAIR STAILET FBBI91, 4 IR' z 4l2' x US26D LATCHSET: MEDECO EMBASSY LEVER LOCKSEi ENTRANCE T 03 FIN BRIGHT CHROME (6251 CLOSE DOR1A,1600 SERES FIN ALUM, a PULL SIDE) U526D. FLOOR STOP: IYS,!435, U526D. KICiKPLATE: ROC .OD, 9402, 12'X 34V 0.050' B3E, U326D SILENCERS: 3 -IVE5 20, O S.C. WOOD O DOOR ELEVATIONS SCALE: 1/4' 1' -0' ®HOLLOW METAL FINISH SCHEDULE ELEVATION NOTES EXISTING FRONT ENTRY /ELEVATION SYMBOL DESIGNATION MATERIAL 12' ACCENT SOFFIT STEP RECESS HEIGHT STOREFRONT BEYOND I. ADJUST TOP OF FOOTING ELEVATION AS REQUIRED BY SITE CONDITIONS AND AS REQUIRED AND DIRECTED BY THE SOILS ENGINEER 2. ALL CONCEALED MASONRY WALL AREAS SHALL BE &MOOT(; TYPE GML. I INTERIOR STOREFRONT ® HEAD SCALE 3' = r -0' 2x FRAMING (RE: STRUCT) EXISTING 5/8" EM. SOFFIT BOARD - EXISTING I EXTERIOR.' FINISH/GOLOR S YMBO L DESI BACKER ROD WITH SEALANT (5-I) B.O. SOFFIT IT EXISTING SEE REFL. COG. PLAN Y SEALANT (5 -1) !41 EXISTING COMPENSATING HEAD CHANNEL - EXISTING �l ALUMU.IMIIN STOREFRONT SYSTEM - EXISTING DOOR TOP GLASS TYPE - EXISTING AT HEAD EXISTING (SEE ELEVATION) EXTERIOR I JAMB SIMILAR HEAD HEAD SCALE 3 = I' - e COILING DOOR e DOLOR G -I SOLO WHITBIW I4 COLOR C -14 FAIW149U MAUVE ASIA. - SPLIT FACE WILLIAMS' C.1111. - SMOOTH WITH CENTER SCORE a PREFINISHED DOCK HOOD WITH INTI�GAL GUTTER 5 e COLOR C -2 SILVER T MUSHROOM IS COLOR G - T1 (RALLY DIGN?TY BOLLARDS OM. - 0 SPLIT FACE WITH CELEERS CORE e EXTERIOR LIGHT - SEE ELECTRICAL e Go LOR ' E OLD S FASHIO 16 N COLOR G C-1'' STATELY LADY CAL. - RECESSED 4' \_,/ FACE / V W ) ME ET TAL ROOFING DSEE SECTION AWNING e COLOR G -4 HIL e COLOR C -I1 'BBEHR 6' CONCRETE CURS/BASE e BATTLEMENT - SEE DETAIL IS 4 20/A62 a COLOR C -5 CLAM52 18 COLOR C -18 R 9 F 1 54 6" HIGH CONCRETE COLUMN CURB e (E) CANOPY, PAINT / DOLOR C -6 SUNBAKED SAND e COLOR G -19, G EHR. 3A49 -5 ALUMINUM STOREFRONT SYSTEM - SEE I/A5.1 ■ 2/A51 a pi_, ,, ,, ,,,, M SYSTE 5 13 E 0ECTION TIC e COLOR G -7 CRISP KHAK3M e COLOR G -20 EG A055 AIN?' DTM ACCENT - SEE DETAIL 4 /,,I a r��E SNEET A4B THETIG PLASTER SYSTEM OCKING SYNTHETIC PLASTER SYSTEM e VERI A TECT PR SOR TO FRAMING e 5 5EA5 3A41-3 COLOR C- MEMORY VIOLET 21 COLOR G -21 MPCMPADOURst4 I - 12' REVEAL - SEE DETAIL I6/A1.1 'A"A SYNTHETIC PLASTER WEAL - SEE DETAIL 14/411 e COLOR C -9 6EMBIRGLO WILLIAMS' BLA e COLOR C -22 JADE E GREEN 6' REVEAL - SEE DETAIL 16 /Al.l SUM. • WOOD TEEELLIS SYSTEM COLOR C -10 'BEHR' 3631 -2 COLOR C-23 'BHP' 10 LYNX YS REGAL BLUE METAL STANDING SEAM ROOFING SYSTEM e (E) CONC. TILT -UP e COLOR C -II '/ 3,31-1 a COLOR G - 'BHP' METAL COPING / D(�� BABIES- RUS ICONS PROVIDED BY TENANT it PA RTRID GE Wlt�s 24 SNOWDRIFT WHITE MISCELLANEOUS METAL EE COLOR C-12 S1UDI0 G RATIW 25 COLOR 'SE OLD TOWN DRAT (E) SCREEN WALL - PAINT STEEL DOOR AND FRAME e WALL SCONCE PROVIDED BY TENANT e COLOR G -13 MATCH ADJACENT COLOR. INSTALLED BY CONTRACTOR I INTERIOR I MASONRY - EXISTING 563' GYP. BD. AT TENANT SPACES BATT INSULATION EXISTING FRAMING, EXISTING METAL CORNER BEAD METAL EDGE TRIM SEALANT (5 -4) STEEL DOOR EXISTING SEALANT METAL STUD e' GYP. BD, WR GYP. BD. (e RESTRM. ONLY) SEALANT STEEL FRAME STEEL SR1D ANCHOR' DOOR TYP. INTERIOR DOOR O 4 JAMB (HEAD SIM.) 3' =I -m 0 0 ®® TYP. INTERIOR FRAME 3 ° =I -0 Dqq- o320 REGISTERED A'. TECT I- Z 5 W cc Ww > 1— O CC W EL 0 G LIJ Z • Q Z � Q PROJECT NO. 911111 A/6 No. 2 DRAWN BY BCC CHECKED BY: R.S. DATE AUGUST 31, 1999 REVISION -IC -A4 r x C z RECE CIN OF ' K4NLA . 999 PERMIT ENTER BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S,W, MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 beEAbeaarch.COm SCHEDULES DETAILS 1 A4 1 CIXIXIX TUKWILA, WASHINGTON LIGHTING LEGEND SYMBOL DESCRIPTION BULB II FIXRE RECESSED DROPPED IN FLUORESCENT 2'-m' X 4' 0 , IB CEL L HUB MODEL • R ' D3GSZ WIE (IF • 120 OF • 2 v ; HUBBEL MODEL • RD3GSZAFBIE v.1 SOFT LL411TE ;F_322T8/TL135 ® SAME AS ABOVE EXCEPT OIRCi11TED FOR NIGHT LIGHT9 U6E (REFER i0 ELECTRICALI LINE OF VALANCE A.L.T. a 12' -0' AFF. FL (BELOW) (TTPI IN ___1 tl FIXTURE RECESSED DROPPED IN FLUORESCENT 2'-0' X 2' •0' , 9 CELL HUBBEL MODEL • RA2GSZAB4E (IF • 211vJ HUBBEL MODEL • RA2GSZAGBIE (IF • 120v., SOFT URlITE 'F- IlT81TLS35 RECESSED WALLWASHER/ACCENT LIGHT 20000 HOURS ONE BIAX TYPE LAMP FIXTURE 4 X1 346' OPENING LITOLIER MODEL• WLRN148211BX GH STRIP FLUORESCENT 8,0' HUBBEL MODEL FLUORESCENT (IF a 21v.) HUBBEL MODEL5WB4RBIE (IF a 120 'C'T rypNITE IF- 32278,035 MODEL i9W42RB4E 7 a 2livU =It VALANCE FLUORESCENT HUBBEL MODEL.•bW42RBIE (IF o 120vJ SOFT NIA -I2T8/ITE 'F- 32TL135 LUMACELL EXIT FIXTURE. ASI WITH REMOTE BATTERY UNIT IN ST'JCKROOM(REFER TO ELECTRICAL) 2 LAMP 5W PLUG EXTERIOR LIGHT FIXTURE .-9 TRACK LIGHTING SYSTEM SOF -TEH RING 8330. (U PAR 30 15W — TRA L IGHTING SYS LTTEFLOOD L 40 COMPACT FLUOR 8219 W OLIN /21 kT4m -D35 STANDARD WALL PACKS EMERGENCY LIGHTS (WITE) (REFER To TI ICA) MOUNTED AT II 0' AFF —a INCANDESCENT MARQUEE LIGHTING TECFITRAC BY STARFIRE INC STYLE PROFILE 220 �E� [,T BPACPe B 65 FI FWEI - !tED IN MARQUEE BY MILLWORK MFR CHASER UNIT TO BE LITE -FUTER A -408 CEILING PLAN NOTES 1. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION OF AIR DIFRSERS, SPRINKLER HEADS AND EMEWE.NCY LIGHTING, ETC. NOTIFY THE ARCHITECT, IF CONFLICT OCCURS. 2. ALL NEW LIGHT FIXTURES SHALL BE SUPPLIED BY AND INSTALLED BT THE LANDLORD'S GENERAL CONTRACTOR INCLUDING EMERGENCY LGHTS AND EX, LIGHTS. OR AS NOTED ON PLANS. 3. IT 15 THE NW SPRINKLER CONTRACTORS RESPONSIBILITY .O SUBMIT PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE SPRINKLER CONTRACTOR SHALL CONTACT THE CITY FIRE MARSHALL'S OFFICE FOR THIS REVIEW AND APPROVAL A'JD THE ARCHITECT PRIOR TO INSTALLATION. 4. SEE SIGNAL$ PLACEMENT PLAN FOR ADDMONAL INFORMATION ON DEPARTMENT 51. PLACEMENT. 5. SEE FLOOR PLAN FOR WALL LOCATIONS AND ADDITIONAL INFORMATION. 6. SEE SCHEDULE SHEET FOR ROOM FINISH AND LEGEND. 1. SEE LIGHTING PLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE. 14 O 1 REFLECTED CEILING PLAN 1 SCALE: I /8" = e. SEE MECHANICAL PLANS FOR EXACT LOCATION OF DIFFUSERS, RETURN AIR ETC. 9. EXISTING'SPRNKLER HEADS SHALL BE AS FOLLOW EXPOSED STRUCTURE: CHROME, PENDANT TYPE: TURNED UPRIGHT ACOUSTICAL CEILNG AND SOFFITS. CHROME SEMI - RECESSED - MIN. 5' TO ANY GRID. DISPLAY SOFFIT : WHITE, FULLY- RECESSED. TEN. G.G. TO (VIE./ 10. CEILING HEIGHT ARE AS SHOUN ON ROOM FINISH SCHEDULE. II. IN THE EVENT OF DISCREPANCIES BETWEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHTING FIXTURES BETIIEEN ARCHITECTURAL AND ENGINEERING DRAWINGS NOTIFY ARCHITECT FOR REVIEW, ARCHITECTURAL DRAWINGS GOVERN I2. CONTRACTOR TO FURNISH TO ZANY BRAINY AT CO1FLETION OF CONSTRUCTION THE FOLLOWING: TWO /2) UNOPENED BOXES OF SALES AREA CEILING TILES AND ONE (U UNOPENED CONTAINER OF EACH TYPE OE LIGHT BULB USED. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE QUANTITY OF MATERIALS ON THIS PLAN NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN QUANTITY REQUIRED AND QUANTITY SHOD•:. 14. DRAFTSTOPS SHALL BE LOCATED AT A MAX. DISTANCE OF 100' -0' AT SPRINKLERED BUILDINGS, AND 60' -0' AT NON- SPRINKLER. BUILDINGS. 15. CANOPY SIGNAGE J -BOX LOCATIONS SHALL HAVE A 20 AMP CIRCUIT TO TENANT PANEL AT IS' -0' AFF. INSIDE CANOPY WALL. 16. CEILING- HEIGHTS .0. ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. NOTE: APPLY R -2I BATT INSULATION AND VAPOR BARRIER AT UNDER SIDE OF ROOF STRUCTURE. O 2 INSULATION SUPPORT SCALE: I" = ILO" .T. AT AFF. WIRE INSULATION UP WITH 18 GA. WIRE STAPLE INSULATION A' EDGES ONLY 1GIK LIGHT ITEM LIGHTOLIER -TECH RING P.) I O T. • I0' -0' AFIN, P1 T • 12 AFF HT SYSTEM SOF -TECH RING O OT : PROVIDE LATERAL BRACING IN CONFORMANCE W/ ALL APPLICABLE CODES AND STANDARDS 1991 UNIFORM BUILDING CODE STANDARD NO. 25.2 METAL SUSt cN51ON SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS (COMPRESSION STRUT) SECTION 252123 (c) LATERAI. FORCE BRACING LATERAL FORCE BRACING FOR SUSPENDED CEILING SYSTEMS: WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY 4-M2GA WIRES SECURED TO THE MAIN RNWEQ WITHIN 2" OF THE CROSS R•NER INTERSECTION AND SPLAYED 90' FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. a STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT.. POINTS SHALL BE PLACED 12 OC. N BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. ATTACHMENT CV THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDER WITH BRACING WSTRAINTS FOR HORIZONTAL FORCES. BRAG WITS SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN FUPPORT A DESIGN LOAD CF NOT LESS THAN 200 LBS OR.THE WEAL BENIGN LOAD, WHICHEVER 15 GREATER WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS. SHALL HAVE, IN ADDITION TO THE WQUIREMENTS ABOVE, 2-12GA. HANGERS CONNECTED FRO) THE FIXTURE HOUSING TO THE STRUCTURE ABOVE THESE WIRES MAY BE SLACK LIGHTING FIXTURES WEIGHING 56 I_55. OR MORE SHALL BE SUPPORTED DIRECTLY PROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTUW USING •YaA WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. Z W W W fL 0 2 cc I— al Z j i�i Qcry W a z N zA :4i lay PROJECT NO. 91111 A/5 Na. 2 DRAWN BY BCC CHECKED BY R5 DATE 08.31 - 99 REVISION 09-24-99 BG TENANT GOMM. TL- IC -A05 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 I);;J > 1'.:: beaabeaarch.com REFLECTED CEILING PLAN AECENED CITYOFT d,D `�.. - FFRAIRCENTER O SEISMIC BRACING `3 SCALE: NOT TO SCALE //� 4 6 `�3 � ® au¢s,or,Ta ies,c c sFr re 1 REScENT FIXTURE ALANCE (TYP) • THEATER MARQUEE LIGHT FIXTURES LINE OF VALANCE A.L.T. a 12' -0' AFF. FL (BELOW) (TTPI IN L ®®.®... ® I I mo = _ 5 5� (TY — QS�:a��� —a - vs � =assmaammsa�m�aam� 111 ' I L, III ® - \�-- --∎ II�-- ■I.IMI� -N - I�N����= -� - - -1� -�� - ---- MM—MI ______;_ 1 ■ - main --M ■ A2 � I 1 I1n1 i IN— M T ���= __ Irom � 11 � II — n� ®I - ®___� ___CM _I - -� -� 1!!I'1'9 II ��� �M -- -- - r• �� I!I m M- im ----- __ �m -- wm IT INEMOIMMEMIIMIIMI17 ` -a : � - - Ii11l� _m _ m ri II. NIP - i - m - - im -�-- - ®� 1 I ® I 1I II 111 -- - - - - ®� -I_— - I --- - -� !�� - � �m -II!It _ FL O�6CENT LIGHT FIXTURES 1 - -- -g- I!IIII I AC III - - -__ -III I9 `t—`III.I`PI l ------ 11!1I!I� ` " I`l IIII II I II I 111 Di Er II I I�- I`- -I` ` -` I` E M � � 111 A.G .T. AT lii1 1 4' 0' AFF. mo I ii � I 1 „au �� - -- �� ®III kI 11111111111111111111111111111111111111111111, ---- IIIIIIIIII �11!III -I II) (TY a �� �� - - - I. = I.D _ mo � - � j (TYPJ II II I` MI 11111 -� TAINT. -®I- 10' - 0' AFF. I� ill II I EM .._VII I �E:E. . ■■1I VI - I nI - ® - - -1 -, -- -- —_ - - - - -I Ns -- -- --o - -- i j I II ' :III �_ momumewu - =No -- am I — —.■ � I YP `E' II MI —_— - -M —I ' ►.ilih NE C-- I I MEM= 11111=1M11111' GYP. BD. i -- I1� T HEADER AT I IIIIIIII ;I , 111— I -2' AFF ��� ■ II I` I` A 1 I` ` -' I` I` ®I� I` �—���� ®�� —I T -T __ _ .. -_ - i — N —® rim oil 1 =II— �IOI -_ I II 1� ®1 ®1 ®1 ®ISi_IV1 -1 I�I.<1101 — '.. �IOI�I� /�1 ®1�1 ®1 ®1 AFF. , 151 -0 - - -- ACT .12 AFF. LINE OF VALANCE \— FLUORESCENT FIXTURE - Mt, (BELOWI IN VALANCE (TY, CEILING PLAN NOTES 1. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION OF AIR DIFRSERS, SPRINKLER HEADS AND EMEWE.NCY LIGHTING, ETC. NOTIFY THE ARCHITECT, IF CONFLICT OCCURS. 2. ALL NEW LIGHT FIXTURES SHALL BE SUPPLIED BY AND INSTALLED BT THE LANDLORD'S GENERAL CONTRACTOR INCLUDING EMERGENCY LGHTS AND EX, LIGHTS. OR AS NOTED ON PLANS. 3. IT 15 THE NW SPRINKLER CONTRACTORS RESPONSIBILITY .O SUBMIT PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE SPRINKLER CONTRACTOR SHALL CONTACT THE CITY FIRE MARSHALL'S OFFICE FOR THIS REVIEW AND APPROVAL A'JD THE ARCHITECT PRIOR TO INSTALLATION. 4. SEE SIGNAL$ PLACEMENT PLAN FOR ADDMONAL INFORMATION ON DEPARTMENT 51. PLACEMENT. 5. SEE FLOOR PLAN FOR WALL LOCATIONS AND ADDITIONAL INFORMATION. 6. SEE SCHEDULE SHEET FOR ROOM FINISH AND LEGEND. 1. SEE LIGHTING PLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE. 14 O 1 REFLECTED CEILING PLAN 1 SCALE: I /8" = e. SEE MECHANICAL PLANS FOR EXACT LOCATION OF DIFFUSERS, RETURN AIR ETC. 9. EXISTING'SPRNKLER HEADS SHALL BE AS FOLLOW EXPOSED STRUCTURE: CHROME, PENDANT TYPE: TURNED UPRIGHT ACOUSTICAL CEILNG AND SOFFITS. CHROME SEMI - RECESSED - MIN. 5' TO ANY GRID. DISPLAY SOFFIT : WHITE, FULLY- RECESSED. TEN. G.G. TO (VIE./ 10. CEILING HEIGHT ARE AS SHOUN ON ROOM FINISH SCHEDULE. II. IN THE EVENT OF DISCREPANCIES BETWEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHTING FIXTURES BETIIEEN ARCHITECTURAL AND ENGINEERING DRAWINGS NOTIFY ARCHITECT FOR REVIEW, ARCHITECTURAL DRAWINGS GOVERN I2. CONTRACTOR TO FURNISH TO ZANY BRAINY AT CO1FLETION OF CONSTRUCTION THE FOLLOWING: TWO /2) UNOPENED BOXES OF SALES AREA CEILING TILES AND ONE (U UNOPENED CONTAINER OF EACH TYPE OE LIGHT BULB USED. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE QUANTITY OF MATERIALS ON THIS PLAN NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN QUANTITY REQUIRED AND QUANTITY SHOD•:. 14. DRAFTSTOPS SHALL BE LOCATED AT A MAX. DISTANCE OF 100' -0' AT SPRINKLERED BUILDINGS, AND 60' -0' AT NON- SPRINKLER. BUILDINGS. 15. CANOPY SIGNAGE J -BOX LOCATIONS SHALL HAVE A 20 AMP CIRCUIT TO TENANT PANEL AT IS' -0' AFF. INSIDE CANOPY WALL. 16. CEILING- HEIGHTS .0. ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. NOTE: APPLY R -2I BATT INSULATION AND VAPOR BARRIER AT UNDER SIDE OF ROOF STRUCTURE. O 2 INSULATION SUPPORT SCALE: I" = ILO" .T. AT AFF. WIRE INSULATION UP WITH 18 GA. WIRE STAPLE INSULATION A' EDGES ONLY 1GIK LIGHT ITEM LIGHTOLIER -TECH RING P.) I O T. • I0' -0' AFIN, P1 T • 12 AFF HT SYSTEM SOF -TECH RING O OT : PROVIDE LATERAL BRACING IN CONFORMANCE W/ ALL APPLICABLE CODES AND STANDARDS 1991 UNIFORM BUILDING CODE STANDARD NO. 25.2 METAL SUSt cN51ON SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS (COMPRESSION STRUT) SECTION 252123 (c) LATERAI. FORCE BRACING LATERAL FORCE BRACING FOR SUSPENDED CEILING SYSTEMS: WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY 4-M2GA WIRES SECURED TO THE MAIN RNWEQ WITHIN 2" OF THE CROSS R•NER INTERSECTION AND SPLAYED 90' FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. a STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT.. POINTS SHALL BE PLACED 12 OC. N BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. ATTACHMENT CV THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDER WITH BRACING WSTRAINTS FOR HORIZONTAL FORCES. BRAG WITS SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN FUPPORT A DESIGN LOAD CF NOT LESS THAN 200 LBS OR.THE WEAL BENIGN LOAD, WHICHEVER 15 GREATER WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS. SHALL HAVE, IN ADDITION TO THE WQUIREMENTS ABOVE, 2-12GA. HANGERS CONNECTED FRO) THE FIXTURE HOUSING TO THE STRUCTURE ABOVE THESE WIRES MAY BE SLACK LIGHTING FIXTURES WEIGHING 56 I_55. OR MORE SHALL BE SUPPORTED DIRECTLY PROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTUW USING •YaA WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. Z W W W fL 0 2 cc I— al Z j i�i Qcry W a z N zA :4i lay PROJECT NO. 91111 A/5 Na. 2 DRAWN BY BCC CHECKED BY R5 DATE 08.31 - 99 REVISION 09-24-99 BG TENANT GOMM. TL- IC -A05 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 I);;J > 1'.:: beaabeaarch.com REFLECTED CEILING PLAN AECENED CITYOFT d,D `�.. - FFRAIRCENTER O SEISMIC BRACING `3 SCALE: NOT TO SCALE //� 4 6 `�3 � ® au¢s,or,Ta ies,c c sFr RRR A RA RR ZZ Y . A U L PROJECT SPECIFIC e a a 5 Ii@ � � (VAS iLL o RR FOR TENANT'S � U �_ PRO VANILLA OTYPY BYO SIT) BOX ADDRESS / SPACE .NUMBER. • LPROJECT SPECIFIC i 1999 REVISED CITY, STATE ZIP - ... 1997 REVISED 6/14/96 REVISED 5/03/96 REVISED LOCATION MAP 1 BUILDING DEPARTMENT DATA • - PROJECT DIRECTORY : GENERAL. NOTES : DRAWING INDEX 08/28/95 REVISED r,. _ GATE RE R�I, • *+` i L : i ���yp 4 MI=�°8 °1.N. 1 STORE NAME: ZANY BRAINY ADDRESS D SPACE NUMBER 1. THE WORK DELINEATED IN THESE DRAWINGS AND DESCRIBED IN THE SPECIFICATION SHALL CONFORM TO ALL CODES AND STANDARDS THAT HAVE JURISDICTION IN THE STATE OF - - - -, EVE OF 2. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO THE AND OSHA MUST BE INCORPORATED IN THE WORK EVEN THOUGH THEY MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN EITHER THE DRAWINGS OR SPECIFICATIONS. 3, THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS AND GOVERN UNLESS OTHERWISE NOTED OR SPECIFIED. 4. VERIFY ALL EXISTING DIMEN."IONS AND CONDITIONS AT THE JOB SITE PRIOR TO SUBMISSION OF BIDS. COMPARE ARCHITECTURAL DRAWINGS WITH MECHANICAL AND ELECTRICAL DRAWINGS, AND REPORT ANY DISCREPANCY TO THE PROJECT MANAGER. 5. DO NOT SCALE DRAWINGS!!! 6. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. 7. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDNIONS. 8. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS & PROPERTY AND FOR ALL INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S OR ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO 'I�„LUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. g CONSTRUCTION WORK WILL NOT BLOCK HALLWAYS OF MEANS OF EGRESS. 10. CONTRACTOR SHALL REFER TO GENERAL NOTES AS DESCRIBED ON EACH DRAWING SHEET WAND INCORPORATE AS A PART OF THIS SCOPE OF WORK. 17 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND LICENSES THROUGH GOVERNING JURISDICTIONS AND /OR AGENCIES. 12, ALL WOOD MEMBERS AND BLOCKING SHALL BE FIRE RETARDANT. NO EXCEPTIONS SHALL BE ALLOWED. 13. FAX MACHINE REQUIRED ON JOB SITE AT ALL TIMES. 14. THE CONTRACTOR WILL ACCOMODATE TENANT SITE VISITS. 15. NO INFORMATION OR DETAILS ON THE DRAWINGS OF THIS PROJECT MAY BE USED WITHOUT THE WRITTEN PERMISSION OF ZANY BRAINY. LPROJECT SPECIFIC ARCHITECTURAL LPROJECT SPECIFIC i CITY, STATE zIP PROJECT SPECIFIC RAI OWNER/TENANT: . ZANY BN? • 2520 RENAISSANCE BLVD. KING OF PRUSSIA, PA I9406 ..215-1500 CODE REVIEW INFORMATION APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS. DRAWINGS & CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES, LANDLORD CONTACT LPROIECT. SPECIFIC, CS COVER SHEET AS -1 ARCHITECTURAL SPECIFICATIONS AS -2 ARCHITECTURAL SPECIFICATIONS A -1 SCHEDULES & RESPONSIBILITIES A -2 DEMOLITION PLAN /EXISTING CONDITIONS A_3 FLOOR PLAN A -4 FIXTURE PLAN A -5 REFLECTED CEILING PLAN A -6 INTERIOR SIGNAGE PLAN A -7 INTERIOR ELEVATIONS A -8 EXTERIOR ELEVATION & DETAILS q_g DETAILS A -10 THEATER DETAILS A -11 CASHWRAP AREA DETAILS A -12 MGR'S OFFICE, RECEIVING DESK & TOILET ROOM DETAILS EANICAL & ELECTRICAL MCH • COMPANY ADDRESS CITY, STATE ZIP IAME NAME TELEPHONE: FAX: TENANT & REPRESENTATIVE . i • 1,0 is qpC CM, o' ADDRESS SEP .. C STATE TY �/ -yTE n""" ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANT'S CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID BY THE TENANT'S CONTRACTOR(S). APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: BALDING &.STRUCTURAL: MECHANICAL PLUMBING: FIRE PROTECTION: HANDICAPPED ACCESS: ELECTRICAL: BUILDING DEPARTMENT: BUILDING DATA. A. CLASSIFICATION: OCCUPANCY TYPE: M- MERCHANTILE TYPE: . B. TOTAL AREA IN SQUARE 'FEET: * ** SF. C. TOTAL OCCUPANCY LOAD SALES AREA: (TOTAL * ** S.F.) * PERSONS ® * S.F. /PERSON STOCK RM: (TOTAL * ** S.F.) * PERSON 0 * ** S.F. /PERSON D. # OF EXITS REQUIRED: - - REQUIRED/ - - PROVIDED E. SPRINKLER SYSTEM:. FULLY SPRINKLERED F. TOTAL EMPLOYEES G. HANDICAPPED TOILET: ZANY BRAINY 2520 RENAISSANCE bOULEVARD KING OF PRUSSIA, PA 19406 PROJECT MANAGER (610) 278 -7800 (610) 278 -7804 (FAX) ARCHITECT _ ,-._ .,.. XXX XXX FIRM NAME ADDRESS CITY, STATE ZIP NAME NAME TELEPHONE FAX , ,, �.. , XX /XX /XX II ;: f XXX f A , L XXX L! I [: \ COVER SHEET MECHANICAL & ELECTRICAL CONSULTANTS FIRM NAME .. ADDRESS CITY, STATE ZIP' NAME TELEPHONE, FAX, M -1 MECHANICAL FLOOR PLAN M -2 MECHANICAL SCHEDULES & DETAILS M -3 MECHANICAL SPECIFICATIONS M -4 SFRiivKLER PLAN ME -1 VT BEAR POWER PLAN E -1 ELECTRICAL LIGHTING PLAN E -2 VALANCE/ LIGHTING PLAN E -3 ELECTRICAL POWER PLAN E -4 ELECTRICAL DETAILS E ELECTRICAL NOTES & SPECIFICATIONS ` + - - - " R S 1 ZANY BRAINY TABLE OF CONTENTS MATERIALS GENERAL: PART 1 — GENERAL Quality Assurance Submittals Substitutions Job Conditions Project Handling and Storage Installation (General) PART 2— PRODUCTS 05100 Structural Steel 05200 Light Gouge Metal Framing 05500 Miscellaneous Metals 06100 Carpentry, General 06250 Slat Wain 07250 07270 07900 08100 08210 08710 08800 09250 09511 09660 09675 09680 09900 Fireproofing Fire Stop Insulation. And Sealing Caulking And Sealant Hollow Metal Doors And Frames Wood Doors Door Hardware Glass and Glazing Gypsum Drywall Systems Acoustical Lay —in Ceilings Resilient Flooring. Resilient Base Carpeting Painting and Finishing 10520 Fire Extinguisher And Cabinets 10800 Toilet Room Accessories QUALITY ASSURANCE: The g eneral c ° g uarantee all workmans amd materials for pe of one y ear from the date o written substantial completion. The general contractor warrants to the owner and to the architect that all materials and equipment furnished under the contract are unless otherwise specified, and that all work will be as specified and ,free of defects. O materials from e P le anufacturers e en in the produc o f products ana materials for the intended use. Quality Standards: Except as otherwise shown or specified, comply with specified provisions of the following: Structural Steel: AISC "Specifications for the Design, Fabrication and Erection of Structural Steel For Buildings, latest edition, including supplements as issued ". AWS D1.1 "Structural Steel Welding Code ". Qualifications for Welding Work: Qualify welding processes and welding operators n accordance with 'AWS Standard Qualification Procedures ". Millwork /Casework: Architectural Woodwork Institute (AWI) "Quality Standards". Wood Doors: NWMA Industry Standard I.S.I. — Wood Flush. Doors. Fire Rated Hollow Metal Frames: Provide fire —rated hollow metal frames investigated and tested as a fire rated assembly. Identify fire —rated frames with .. recognized testing laboratory labels, indicating applicable fire — rating of frame. Fire Resistant Drywall Assemblies: Comply with fire resistant ratings as indicated and as required by governing authorities and codes. Provide materiels, accessories and application procedures which have been listed by UL or tested in accordance with ASTM E 119 for the type of construction indicated. UL Fire Hazard Classification: Acoustical ceilings to amply with a fire hazard classification for flame spread, including fuel contribution and smoke development classifications specified, provide atile which has been tested, rated and labeled by UL Ceramic Tile Work: TCA "Handbook for Ceramic Tile Installation ". SUBMITTALS: Manufacturers Data: Before starting any work, submit list of materials and accessories to be incorporated in the work. List shall include descriptive data, catalog cuts, and other such information to identify the materials as to the location or Locations of their use n the work, and the methods of installation. No consideration will be given to partial lists submitted from time to time. Samples: When requested, submit samples of materials to Architect for review. Hardware Schedule: Submit final hardware schedule organized by "sets ", to indicate specifically the product to be furnished for each item 'required on each door. Horizontal hardware schedules are not acceptable. Templates: Furnish templates to each fabricator of doors and frames. os required for preparation to receive hardware. Shop Drawings: Submit shop drawings for requested items showing dimensioned plans, elevations, large scale details of constructions, and methods of installation. Show details and locations of anchorage and fittings. SUBSTITUTIONS All materials must be furnished as specified. NO substitutions will be accepted unless written submission is made to Zany Brainy. All substitutions must be equal to or better to original item specified. A specification cut sheet must be presented along with the written submission of substitution. JOB CONDITIONS: All work must be performed in cooperation with the Landlords requirements for schedule and access to areas of work. Contractor must examine the spaces in which, and the substrates to which the work required by this Contract is to be installed. Notify the Owner's Representative in writing of any conditions detrimental to the proper and timely completion of the work. Starting installation. of work required by this Contract indicates acceptance of the spaces and substrate conditions and full responsibility for completes work. PROJECT HANDLING AND STORAGE: Deliver all finished materials in manufacturer's unopened containers, bundles or packages, fully identified wit sai nufoctureCs name, brand, type and grade. Protect from ling and damage using 'handling equipment and storage techniques recommended by the manufacturer. All prefinished items shall be shipped, delivered and stored in protective wrapping. Cut openings in wrapping's as necessary to avoid condensation. Protect lumber and finish carpentry and millwork against dampness and injury during and a ry, r delive, and store under cover well ventilated portions of the building not exposed to humid conditions and maintain temperature of at least 70 degrees F. Store hollow metal work under cover on the building site o n pod sills o on floors in manner that will prevent rust and damage. Care shall be taken to avoid creating a humidity chamber by using a plastic or canvas shelter and not venting the area covered... INSTALLATION: (GENERAL) All manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in cordance with the manufacturer's written specifications or instructions. The general contractor shall personally .supervise and direct the work. The general contractor is responsible for oil construction and /or installation methods, means, techniques, sequences and procedures and for coordination of all portions of the work. Set all work plumb, level, true b line, and in correct relationship to adjacent work. Securely anchor all work in place. Ensure that operating parts work freely and fit neatly. Adjust hardware and catches as required. Repair or replace damaged materials, as acceptable to the Architect. Coordinate and cooperate with other trades for proper location of roughing —in services and service connections required for equipment and fixtures. Subfloo s: Prior to start of laying the finish flooring, broom clean and vacuum all surfaces to be covered and inspect the subfloor. Use latex type leveling compound for filling cracks, depressions and surface irregularities in subfloors to receive resilient flooring, sheet flooring, and carpeting. Remove coatings and adhesives 'form subfloors that would prevent adhesive bond, or telegraph through the new finished floor systems. Repair damaged areas and existing drywall surfaces prior to application of finishes. s. Apply texture on repaired areas as required to match existing adjacent surfs oes PART ,2 — PRODUCTS 05100 — STRUCTURAL STEEL Steel Shapes, Plates, and Bars: Comply with ASTM A' 36, except where other type of steel is indicated. Steel Tubing: ASTM A 500, Grade B. Steel Pipe: ASTM A53, Type E or S, Grade B. Anchor Bolts: ASTM A 307, nonheaded type unless otherwise indicated. Threaded Fasteners: ASTM A 307, Grade A, regular low carbon steel bolts and nuts. Provide hexagonal heads and nuts on all, connections. Welding Electrodes: Provide .electrodes, welding rods and filler metals equal in strength and compatible in appearance with parent metal joined. Primer: Fabricators standard, fast—curing, lead free, universal primer. Fabrication: Fabricate and Assemble structural assemblies in shop to greatest .extent possible. Fabricate items of structural steel in accordance with MSC Specifications as indicated on shop drawings Properly mark and match —mark materials for field assembly. Connections: Weld or bolt shop connections a indicated. Bolt field connections. except where welded connections or other connections or indicted. Holes for Other Work: Provide holes required for securing other work to structural steel members, and for passage of other work through steel members. Cut, drill, or punch holes perpendicular to metal surfaces. Do not flame cut holes or enlarge holes by burning. Shop Primer: .Remove scale, rust, and other deleterious materials from metal surface before applying shop primer. Immediately after surface preparation, brush or spray on primer at a rate to provide 'a uniform dry film thickness of 2.0 mils. 05200 — LIGHT GAUGE METAL FRAMING General: Non — structural stud systems shall be of the sizes qqi�,,yy++ an noted on the drawin In g eneral, studs and tracks s alT'eO�e 2 0 g au g e havin G -60 g alvanized coatin and meeting requirements of ASTM A -446, Grade A, with a min. yield of 33KSI, unless otherwise noted. Studs shall be standard electrogalvanized roll — formed U.S.G. CWS steel studs, manufactured specifically for the reception of wallboard applied with self — drilling, self— tapping screws, unless otherwise noted. Studs at door and window frame jambs shall be U.S.G. ST10 studs conforming to Fed. Spec. QQ —S -698 and OQ —S -7750. Type 1, Class D. Studs at all interior walls shall be U.S.G. CWS steel studs 3 -5/8 ", 20 gauge at 16" O.c., unless otherwise specifically required by the Landlord or rioted on the plans. Floor and Ceiling Tracks: Top and bottom tracks shall be electrogalvan'zed roll— formed steel channels with width dimensions suitable to rec v a the corresponding studs a tight fit. Tracks shai i standard products mfd. specifically to ^arty the studs and to receive wallboard applied with self — tapping screws, unless otherwise noted. Furring Channels: Furring channels shall be standard U.S.C., hot dipped galvanized. Miscellaneou Items: Furnish and stall an a d all cellaneou components not specified herein, but shown on the drawings or as required fora complete installation. 05500 — MISCELLANEOUS METALS Definition: Miscellaneous metals include items made from iron and steel shapes, plates and bars, which are not a part of structural steel or other metal systems specified elsewhere. Metals: Provide steel plates, shapes and bars complying with ASTM A 36. Fasteners: Provide type, sizes, materials and finish as required for the application indicated. Primer: Fabricator's standard, fast — curing, lead —free, universal primer. Fabrication: Workmanship: Use material of size and thickness indicated r, if not indicated provide as required to produce strength and durability in finished product for use intended. Work to dimensions shown, using proven details of fabrication and support. Form exposed work true to line and level with accurate angles: and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32" unless otherwise shown: Form bent metal corner to smallest radius possible without causing grain separation or otherwise impairing work. Weld corners and seams ons nuously,. complying with AWS recommendations. At exposed locations, and polish exposed welds smooth and flush to match and blend with adjoining surfaces. ' Provide for anchorage of type required fora secure and complete installation, coordinated with the supporting structure. Fabricate and space anchoring devices to provide adequate support for intended use. Shoo Primer: Remove scale, rust, and other deleterious materials from metal surface before applying shop primer. Immediately after surface preparation, brush or spray o n primer of a rate to provide a uniform dry film thickness of 2.0 mils. 06100 — CARPENTRY, GENERAL Miscellaneous Lumber: Wood and plywood for support or attachment of other work including rollers, blocking, furring, and similar members: Miscellaneous Lumber: S4S, 19% moisture at time of dressing. Grade: "Standard" grade, any species, free from knots, r other defects that might impair the strength of 'finished appearance. Structural Lumber: For members 2" to 4" thick and more than 4" in width, provide the following grade and species: Grade: No.2 Grad: or better, S4S and kiln dried. Species: Doeglas F7 or Yellow Pine: Strength: Fiber stress rating of not less than 1350 Plywood Panels: Provide fire—retardant treated plywood grade 'designation, APA A —D INT with .exterior glue, in thickness indicated, or if not indicated, not less than 3/4 , Rough. Hardware (Nails, screws, bolts, etc.): material and finish a required for the applications indicated. s cated. Screws for the attachment of plywood panels shall be self — drilling, self— taping screws with countersunk type heads. Pressure Treatment: All wood and plywood permanently installed within the interior of the building shall be fire retardant treated with Hoover "Pyro— Guard", or approved equal system containing no ammonium phosphates. Provide UL label on each piece of fire — retardant treated lumber. 06250 — SLAT WALL Slat Wall System: Furnished to Contractor for installation. Contractor shall be responsible for receiving. unloading, storing, and furnishing all materials such as trim moldings, fasteners and adhesive as required for o secure and complete installation. Install wall system in accordance with manufacturer's instructions. 07250 — FIREPROOFING Application of fireproofing shall include the following: Fireproofing of new structural steel framing members, and patching and repairing of existing fireproofing system :which is removed to accommodate the installation of new work, or damaged as a result of work under this Contract. Fireproofing System: Provide fireproofing of sa material a and. manufacturer a used on the existing steel, or os appro by the Landlord and the Building Department. 07270 — FIRE STOP INSULATION AND SEALING Applications for fire stop insulation and sealing include, but are not necessarily limited to the following: Sealing pipe, duct, conduit and similar penetrations through fire rated walls and partitions and floors. Sealing rated partitions at tops where partitions join structure or other rated construction. Sealing expansion and control joints in rated partitions. th One —Part Fire — Stopping Sealant: To be used for sealing openings around cables, conduit, pipes and similar penetrations through walls and partitions: Biotherm Firestop Sealant; Bio Fireshield, Inc. Dow Corning Fire Stop Sealant; Dow Corning Corp. 36 Fire Barrier Caul CP -25; Electrical Products Div /3M SpecSeal Sealant; STI, Inc. Mineral Wool Siding Insulation: 'Thermafiber Fire Safing Insulation" by USG, or approved equal. 07900 — CAULKING AND SEALANT Applications of caulking and sealant include, but are not necessarily limited to the following: All caulking and sealant work not specifically mentioned in other sections, but required to provide a neat appearing construction. Single Compont Polyurethe Seals t (G oral ',Interior Sealant and Caul P o of the. follow ri Dynatrol; Pecora Corp Dymon c; Tremco Inc 921, Marne. International, Inc. Miscellaneous Mater Provide primer /sealers, bond breaker tape and backer rod as mended by the respective a sulking and sealant manufacturer's fors a with their product and substrates to which they ore applied. 08100 — HOLLOW METAL DOORS AND FRAMES Doors: Flush design doors, 1 -3/4" thick, seamless hollow metal construction, .with smooth surfaces without visible joints or seam n exposed surfaces or stile edges, except pound glazed inserts. Face Sheets: 18 gauge, cold rolled steel. Internal Reinforcing: Channel shaped sections or continuous truss form liner core reinforcement welded to both face sheets. Reinforce tops, sides and bottoms of doors with 1/8" channels. Sou. Deaden.er: Non — combustible. Frames: Full — welded unit construction, with corner s mitered, reinforced, and continuously welded full depth and width of frame. All welds shall ground smooth and flush. Knock down type frames are not acceptable. All cut —outs shall be protected with metal dust covers, welded to frame, at back of finish hardware cutouts. Gauge: 16. Floor Anchors: Securely welded inside each jamb. Anchors shall be properly punched for anchoring to floor. Jamb Anchors: Provide minimum of 4 double stud anchors per jamb for use with steel stud walls and parttions. Anchors shall be standard type used by frame manufacturer for the particular type of wall and partition construct Where fire rated assemblies are indicated, provide anchors required to meet UL rating. Mortise, reinforce, drill, and tap as required to accommodate all mortised template hardware. Hardware Reinforcement: Not less than 1/8" thick at hinges and strike plate clips. Spreader Bars: Provide removable spreader bars across bottom of frames, tack welded to jambs. Stops and Moldings: Form fixed stops integral with frames. Provide removable stops around glazed panels; s e cur e with machine screws spaced uniformly not more than ll " o.c. Finishes: Manufacturer's standard rust inhibitive primer. Placing Frames: Set frame accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces and spreaders leaving surfaces smooth and undamaged. 08210 — WOOD DOORS Manufacturers: Provide products of one of the following: Algoma Hardwoods, Inc. Eggers Industries, Architectural Door Division Weyerhauser Company '.T Industries Forests Flush Wood DDoor s. All interior flush wood doors shall be "Premium Grade as defined in the AWI Quality Standards, Section 1300. MI interior flush doors shall have rotary cut birch veneers suitable for pointed finish, 1 -3/4" thick, AWI type PC -5 or PC -7 (poticlebcard core, 5 —ply or 7 —ply) construction. Fire Rated Doors: Provide faces and grade to ,match non—rated flush wood doors. Materials and construction of labeled doors shall meet the requirements of UL for class of opening. Provide additional hardware blocking in , doors onto ri m oral t c for the attachment of orate punted ng hardware wthoctr t use of thru bolts Affix UL labels to doors. Edge Construction: Provide manufacturer's standard laminated edge construction for improved screw— holding power capability and split resistance. Manufacturer's Instructions: Install wood doors to comply with manufacturer's instructions and of referenced standards. Job Fit Doors: Fit doors to frames for proper fit and uniform clearance at each edge and machine for hardware. Clearance: Provide clearance for non—rated doors at 1/8" at Clearance: Provide clearance for non—rated doors at 1/8" at jambs and heads, and from bottom of door to torr of decorative finish. Adjust and Clean: Operation: Rehang or replace doors which do not swing or operate freely, as directed by the Ovular. Institute protective m e and accepted by door manufacturer to assure teat doors e will be without damage or deterioration at r time of substantial completion. 08710 — FINISH HARDWARE General: Refer to drawings for hardware groups. Install each hardware item in strict compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is :required to install hardware onto or Into surfaces which are e later to be painted or finished n any other way, install' each item completely and then remove and store in secure place during the finish application. After completion of finishes, re install each item. Do not install surface mounted items until finishes have been completed on the substrate. Set units level, plumb and true to line and location. All mortises shall be smooth and tight. Adjust and check each operating item of hardware and each door, prior to acceptance o occupancy of a s a, to insure proper operation or function t of every unit. Lubricate rnoving parts with type lubrication recommended by the hardware manufacturers ( if not other recommended. 08800 — GLASS AND GLAZING Gear Tempered Glass: ASTM C 1048, Condition A (uncoated races), Type I (transparent glass, flat), Class 1 (clear), Quality q3 (glazing select), kind and thickness indicated below: Kind: FT (fully tempered). Thicknesses As indicated. Glass Edges: Edges not concealed by stops or moldings shall be ground and polished flat, with edges slightly eased. Glazing Sealants: Provide glazing sealants and preformed glazing tapes selected for compatibility with surfaces contacted in the installation. Seks: Neop or , 70-90 durameter hardness, with tting proven Bloc compatibility rene with r glazing sealants used. Spacers: Neoprene or EPDM, 40 -50 durameter hardness, with proven compatibility with glazing sealants used. "J" Channels: Provide top and bottom channels for attachment of back painted glass. Channels shall be 1-1/2" mirror channels with 1/4' hp exposed Finish exposed portions of channels with' satin gloss, acrylic polyurethane enamel to match glass color. General: Comply with combined recommendations and technical a reports by manufacturers of gloss and glazing products as used in each glazing application, and with recommendations of Flot Glass Marketing Association "Glazing Manual". Set glass plumb, level, true to line and in correct relationship to adjacent work. Maintain uniform joint widths in back painted glass. Unify appearance of each series of glass uses by setting each piece to match others as nearly as possible. Install setting blocks of proper size in glazing rabbets, located 1 /4th of glass width from each corner. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways during construction period. Wash and polish glass after tenant's possession at direction of tenant's operations /set up teary. 09250 — GYPSUM DRYWALL SYSTEMS Gypsum Board: Provide gypsum board of types it toted maximum lengths a,oilable to minimize end —lo —end joints. Comply with ASTM C 36: Thickness: 5/8", except where indicated as 1/4 ". Edges shall be tapered. Gypsum board used in conjunr;on with fire rated walls and partitions shall be type 'X ". Frnvide 5/8" thick wafer resistant gypsum complying with ASTM C 630 at iodations indicated. Studs and Runners: Screw type, roll form..;:, ch shaped sections, ASTM C o=5, with flange edges c' ,rat back 90 degrees and doubled over to form 3/ 15 minimum m lip (return), 20 gauge galvanized steel with cutouts for utility Include 25 gauge top and bottom runne r and all accessories required for. a complete installation a by the m nufacturer_ All a shall have recommended galvanized coating. Top runner track for portiti ns extending to structure. above shall be deep leg type. Furring Channels: 7/8" deep, 25 gauge roll formed galvanized hat shaped sections. Carrying Channels (Main Runners): Cold rolled, 1 -1/2" steel channels weighing 475 lbs. per M Haft., and coated with rust inhibitive paint finish. Cold Rolled Furring Channels: 3/4" steel channels weighing 300 lbs. per M lin.ft coated with rust inhibitive L_1 AS- XXX XX /XX /XX XXX XXX NOT TO SCALE SPECIFICATIONS 09250 — GYPSUM DRYWALL SYSTEMS (coned.) Direct Hung Suspension Systems (Contractor's Option): Manufacturer's standard zinc coated or painted system of furring ru n rs, furring tees, and a s deigned for concealed support of gypsum drywall ceiiling system; provide proper type use intended. Fasteners: Self— drilling, self— tapping screws. Hanger Wires: 9 gauge galvanized annealed wire. Tie Wires: 16 gauge galvanized annealed wire. Furring Channel Clips: Heavy gauge galvanized wire clips by the manufacturer of the furring channels used. Metal Trim and Reinforcement: Corner Beads: U.S. Gypsum "Dun —A— Bead ", or an approved equal. Casing Beads. U.S. gypsum "9200A" or approved equal. Reveal Trim: Extruded aluminum trim of sizes and shapes indicated. Water: Potable. Insulation: Sem ngid mineral fiber without membrane, unless .otherwise indicated; USG 'Thermafiber Sound Attenuation BI k t friction fit (self—supporting). Joint Treatment U.S. Gypsum 'Pert a Tape' joint system, or or approved equal. Joint Compound: Ready —mixed 'vinyl type for interior work.. approved equal Acoustical Sealant (for use with sound rated walls and partitions): Provide non—drying, non—shrinking sealant recommended by the drywall manufacturer. Provide sealant which is paintable wherever exposed, to vi General: The installation required fie the various drywall systems shall be in accordance with USG "Systems Folder SA/923- 1990 ", ASTM C754 for metal support installation, and ASTM C 840 for gypsum board application and finishing. Partition Framing: Erect framing plumb and true within 1/8" in 12' -0" All partitions shall be aligned accurately according to partition .layout. Floor and ceiling runners shall be attached 16" o.c. Studs shall be positioned vertically in the runners, spaced no greater than 16" othewise noted_ Anchor all studs located adjacent to door frames, . partition intersections and corners to runner flanges with s other positive engagement through each stud flange and runner flange. Use full length studs between floor and ceiling runners, splicing of stud s shall not be permitted. Isolate stud system from transfer of structural loading to system by use of deep leg top runners. All door openings shall be double studded to comply with "Gypsum Construction Handbook" published by USG. Double . studs shell be securely anchored to the jamb and head anchor clips of each door frame by screw attachment: Install supplementary framing, blocking and bracing for support and attachment of wall mounted cabinets, fixtures, equipment, and similar. work. Coordinate the location of framing, blocking and bracing in wall and partitions for wall mounted equipment and furniture furnished by Tenant. Gypsum Board Application and Finishing: Conply with USG "Systems Folder SA/923" and ASTM C840. Install exposed gypsum board with face side out. Do not install imperfect, damaged or damp boards. Locate either edge or end joints on supports. Position boards so that like edges abut, tapered edges against tapered edges and mill —cut or field cut ends against mill —cut or field cut ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions. Screw attach gypsum board to supporting members. Space fasteners in gypsum boards in accordance with referenced standards and manufacturer's recommendations. Finishing: All joints to be taped and speckled. All fasteners and metal trim shall be speckled. Apply. joint compound in 3 coats (not including prefill of openings in base), and sand between last two coats and after last coat. Casing Beads: Provided on all exposed edges of drywall, and where drywall meets dissimilar material. Corner Beads: Provided of all exposed corners Sound Insulation: Fill all voids in partitions and walls indicated using bat or blankets in os long a lengths as All dilation shall be securely held in place by friction, or by tying to prevent sagging and eventual gaps. Cut and pack insulation carefully around all obstructions to provide complete and continuous seal. 09511 — ACOUSTICAL LAY —IN CEILINGS Acoustical Panels: Refer to "Finish Legend" for type; size, pattern c d manufacturer. Suspension System: Refer to, "Finish Legend" for type and manufacturer. Classification: ASTM E -84 Intermediate Duty. Edge Moldings: Metal of type and profile indicated, with finish matching grid system, and hemmed edges:? Provide with matching inside and outside corner trim. 'anger Wires: Minimum 12 gauge, galvanized, soft annealed, mild steel wire. Accessories: Provide splices, hold down clips, and other accessories required and designed for suspended system used. General: Install materials in accordance with manufacturer's printed instructions, and to comply with governing regulations, industry standards applicable to the work and to resist seismic loading as set forth by local building code. Provide and install reinforcing or supports required to make the ceiling grid system sufficiently strong to support any additional loads imposed by mechanical and electrical items installed in the ceiling.. Where ceilings cannot be suspended from structure due to mechanical ducts, etc. furnish and install all necessary supports and trapeze supports. Suspension systems shall be supported from the existing structure in solid and permanent ma er fully capable of carrying all imposed loads. Deflection shall not be in exbess of 1/360 of the span of any member. Hangers shall be td not less than 6 from ch end and at 4 o c along man to d at corners r of light fixtures. Ahanger: shall also be installed '.. at end of interrupted tees. All splices shall be staggered in such a n er that in no will a splice occur d adjacent to another. Dos c not kink or bend suspension system hangers as means of leveling. All members shall be level to a tolerance of not more than 1/8" in 12 ft.'. Moldings shall be installed where ceilings meet walls:. partitions or vertical surfaces. All corners. mitered. Install acoustical panels in coordination with suspension system, and with edges concealed by support of suspension embers: Scribe and cut panels to fit accurst sly at borders and at penetrations. Provide all cut outs and perform all fitting required for installation of items which pierce the plane of the ceiling. Cleaning: Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, and suspension members; comply With manufacturer's instructions for cleaning and touch —up of minor finish damage. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. 09660 — RESILIENT FLOORING Resilient Tile: Refer to "Finish Legend" for type, pattern, color and manufacturer. Adhesive: As recommended by tile m nufacturer for use .with his product and substrate to which it is applied. Edge Strips: 1/8" thick vinyl with tapered or bullnose edge. Provide' where tile edges are exposed' in the finished work. . Leveling And Patching .Compounds: Latex ,type as. reco mmended by '.flooring manufacturer. 09675 — RESILIENT BASE Bose: Vinyl base, 0.125 ". gauge by high es scheduled. Style shall be coved.: Colors: As scheduled. Adhesive: As recommended by the resilient base manufacturer. Match tile for color and pattern by using tile from cartons in the same sequence a manufactured and packaged. Cut ti le neatly to. and around all Sfixtures. Broken, cracked „ chipped or deformed tile are not acceptable. Tightly adhere tie to subfloor without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks through tile, or surface imperfections. Lay tile in grid pattern with grain in ail tile running in the same direction: "Consult. with Architect to determine direction prior to beginning installation. Avoid use of cut widths less 11an 1/2 tile at room perimeter. Place resilient edge strips tightly butted to tile and with adhesive. Provide edging strips at all unprotected edges of tile. Base: Install in os long lengths as practicable. Tightly bond base to backing throughout the length of each piece with continuous' contact at horizontal and vertical surfaces. Remove any excess adhesive or other surface blemishes from tile and base, using neutral type cleaners as recommended by the m nufacturer. Protect installed work from damage until final acceptance by the Owner /Tenant 09680 — CARPETING Carpeting: Carpeting shall be provided to the Contractor for installation, Contractor shall provide padding for carpet 0 Cash /Wrap. Contractor shall be responsible for receiving, unloading, handling, storing, distributing materials, and installation. Adhesive (For direct glue' down application): Provide adhesive comps: i!e with carpet materials. Reducer Strip,, Carpet to VCT 964,. 1 %8 inch tile, 9100 black tile and .carpet joiner by Flex. or, approved equal. 'feckless Strips: Water — resistant plywood strips of thickness required to match carpet pad thickness, with angular pins protruding from top to grip and hold stretched carpet at the backing. Miscellaneous Materials: Provide the type of accessory items recommended for the conditions of installation and use, without failure during the life of the carpet: Glue —Down Application: Flt sections of carpet into each space prior to application of adhesive. Apply adhesive uniformly to substrate in accordance with manufacturer's instructions. Butt carpet edges tightly together to form seams without gaps. Roll lightly to eliminate air pockets and nr ensure uniform bond. Remove adhesive promptly from face of carpet. Remove debris, sorting pieces to be saved from scraps to be disposed of. Vacuum carpet using commercial cial machine with face — beater element. Remove spots and stains, and replace carpet where spots and stains cannot be removed. Stretch —In Tackless Application: Install tackless carpet stripping by nailing. Locate to ensure concealment of carpet edge between stripping and base of wall. Lay strip at entire perimeter of carpeted space , obstructions, and cutouts. Carpet manufacturer shall . furnish a detailed seaming diagram for use by the tenant's general contractor. Install carpet padding seams at 90 degree angle with carpet seams. Apply fabric type adhesive 'tape on carpet padding Install carpet by trimming edges, butting cuts with seaming sufficient ment, d taping . and r sewing t provide strength for stretching and continued stresses during life of carpet. Stretch carpet to: provide smooth, ripple —free, taut, trim edges; secure to stripping and conceal behind edge of stripping. 09900 — PAINTING AND FINISHING Colors: As scheduled, where not scheduled, provide colors as selected by the Architect.. Colors .shall not be limited to manufacturer's standard colors .All paints, varnishes, stains, paste fillers, thinners, colors and similar materials shall be delivered in original containers with seals unbroken and labels intact. Paints, Enamels and Stains: Provide the best quality grade products of following manufacturer: Benjamin Moore All materials such as thinners, dryers, etc., shall be of same brand as that of painting materials or of brand mended by the manufacturer of the brand of painting t ma recommended used. All materials shall oe used as delivered, from the cans. without thinning or adulteration, whenever possible to do All primers Snd undercoats f paint shall be tinted slightly lighter than shade of finish coat. Interior Painting: Ferrous, Metal Surfaces', (Including existng exposed structure): One(1) coat Benjamin Moore "Retardo Rust Inhibitive Primer' (2) coots of final finsih'. Existing Painted Metal. Surfaces: One (1) coat Benajamin Moore "Speedy Primer Sealer ". Spot prime damaged areas of existing ferrous metal surfaces with Benjamin Moore "Retardo Rust Inhibitive Primer." Interior of ducts connecting to exhaust or turn grilles, registers, or diffusers shall be given two (1) coat of Benjamin Moore Gaf.anized Metal Primer” Wood (Painted): One (1) Benjamin Moore "Alkyd Enamel Underbody Primer" (2) coats of final finish. Drywall surfaces not receiving other applied finishes shall be painted. Provide the following system of locations scheduled: EGGSHELL FlNISH(sales area): SEMI —GLOSS FINISH (hallway, stock roorn, office and restrooms): GLOSS FINISH (Interior Doors ec Frames): One (1) coat Benajamin Moore "Latex Underbody Primer" and two (2) coats of final finish. 014109 Painted Walls And Ceilia/dact prime repaired areas, and apply finish systems of the types and number of coots specified for Drywall Surfaces. Storage of Materials: All materials used on the job shall be stored in a single place designated by the Owner. Such storage places shall be kept neat and clean, and any damage there to or to its surroundings shall be repaired to original condition at no additional cost. Any oily rags, wcste, etc., shall be removed from the building .every night, and every precaution taken to avoid danger of fire. Empty paint cans shall be placed in the dumpster dry and with the lids off. Condition of Surfaces: Remove all loose dirt, oil, grease, rust, dust, paint and other foreign material before beginning painting and finishing. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures, and s miler items in place and not to be painted, or provide surface protection prior to surface preparation and painting operations. Following completion of painting of each space or area, reinstall removed items. Repair defects to new and existing surfaces to avoid finish failures or the recurrences of previous failures. Cut out scratches, cracks and abrasions in new and existing surfaces, fill with approved material, bring flush with adjoining surface and finish to match adjacent surface texture Patched areas shall not be visible in the finished work. Seal before application of prime coot. Existing Panted Surfaces. Remove all loose and scaling paint. Make. certain that all paint remaining is adhered well 'to the surface. Remove all grease, oil, and other surface contaminants which would affect adhesion of the new paint finish. Sand surfaces for proper paint' adhesion, ad to ve glossy areas in the existing paint finish. Sand rough edges of bare areas to feather edge at adjacent sound paint Painting and. finishing of. patched or damaged surfaces rng outside the co n ract limit area, shall contained to the nearest change in plane e7 interruption of surface. Materials Preparation: Mix and prepare painting materials in accordance with manufacturer's directions. Stir materiels before and during application to produce a mixture of uniform density. Do net stir surface film into material. Application: General: Apply paint in accordance with manufacturer's directions. Use applicators and techniques best suited for substrate and type of material being applied. Apply additional coats when undercoats, stains or other conditions show through final coat of paint, until paint film is a uniform finish, color and appearance. Point surfaces' behind movable equipment and furniture same as similar exposed surface. Sind lightly between each succeeding enamel coot. Allow sufficient time between successive coatings to permit proper drying. Recoat primed and sealed surfaces where there is evidence of suction soots or n ealed areas in first coat, to assure finish coat with no burn— through or other surface defects due to insufficient priming or sealing. Completed Work: Match approved samples for color, texture and coverage. Cloudiness, spotting, holidays, laps, brush marks, run s sags, ropiness other surface imperfections will not be R m refinish, r ar repaint k not in compl with specked requirements. Clean —up and Protection: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Upon completion of painting work, clean window glass and other point— spattered surfaces. Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage as acceptable to Owner. Provide "Wet Paint" signs as required to protect Ni of I wo e rk of other trades, touch —up and restore all damaged or defaced painted surfaces. 10520 — FIRE EXTINGUISHERS Fire Extinguisher: Multi— purpose dry chemical type, UL rated 4— A:40BC, 10 lb. nominal capacity, in enameled steel container, for Class A, B, and C fires. Wall Mounting Brackets: Fire extinguisher manufacturer's standard. 10800 — TOILET ROOM ACCESSORIES Accessory Items: Items of work co v ered herein shall be models as listed on the Toilet Room Schedule °. manufactured by Bobrick Washroom Equipment, Inc. 14460 — SCISSORS LIFT Pit — mounted dock lift to have 6 ft. x 8 ft. platform with 5000 lb. capacity. Lift shall have remote pump /motor located in Stockroom with remote hand —held controls. Provide sump pump for pit and two (2) 6" bollards in front of lift for protection. Tqc1-043Z0 L P , ROJECT SPECIFIC 1999 997 6/14/96 5/03/96 08/28/95 REVISED REVISED REVISED REVISED REVISED =AM NWT 91/kEntl90 VOW LTDDPESS GRYE CITY, STATE 5FT XXX XXX NOT TO SCALE XX /XX /XX XXX XXX SPECIFICATIONS llRWIIA ((99 PER 'T CENTER ronu 99) CENTER RESPONSIBILITY SCHEDULE RESPONSISE. : SCHEDULE (CCIIVUI: ROOM SCHEDULE SVVy1I DESCRIPTION' T....._ Fn..- NOTES UVtl1Nl1 mrrar l IY18N1 .__ UV61NT NINtl11:1 'fIV15N1 -- `fNB1NR" NsI rU SPACE WALL BASE FLOOR CEILING MATERIAL FINISH HEIGHT REMARKS '-= Ell Mil . . M MEM= S AL. A,,A p-, VIEI- I C,C2.C3 ACT-1 ACT T2•-, AFF EGGS.6.1-aL M.11.161-111.-acom.,/ n UM .C117=11=11 UN onala Immo =MEI m . ',ICC. RaDV - ,75 vg, o=c.E P1 VB-1 F-1 C-2 ACT-2 DESCRIPTION I IVEN1 (NO'INR NSINNN1 UNIISI %3 V ION 5]00 71V15 OVO'1N f1 II5INO I 'I'IVI5NI �.. UY01 Nfi I5INN NOTES iu.;..I.' ....,,,,_ EN LRCM a • 121C21:7 •10•1•011•11 MEM MEM .a, S' AEE SEMIGLOSS . , .1.,..- .6A•2-• MM. ••• Nu ■ • 1 .",... ,,,o, lr.r.4.,,,_ -16,..• 7C,E6 ROOM p ,LIA, PI CT-2 - P-1 VB-1 VB-1 CT-1 C-i A‘CT-1 ACT-2 A, E AFF s,coLoss Mr. . -...•••••• 1 ■• IY, mem M B/WM BIM AMIE ms FURNISH & INSTAU,-,- •EW - .tn.. ACT 1,-, 6 SFMIGLO. - ,,,:.- • OMNI ••••••• EMS ..ic .T A ,, .6 . TEMPS:RV . r ., 6s.A. c.TR ., I •0013 mi RESH.c.rs L. _ . NEM/ mom =ICI ••• cm. MANN. PROMO. BC TENANT A T BP" Talc . ,J.,,A,LA en -._ L-1-- TO MAME MOMBELIN. Pa FOB, INV AWL ..HIND F . FRONDE HOMERUNL TO Rnroir in um. .nuto .-." • 0 R H - . RARY B...RR GO- idEran, . A anci IIBIIM um BM L.,- TED , DOCR M O DOOR -,,,,, SIZE FRAME MAT. FINISH HDW. GR. HEAD/JAMB DETAIL RATING REMARKS ..immurn MIMI M.N. MEM M ...M. I= MEM . M M CICED II • AMNION= IIIIEM NNW IBMIa Tg. COMING SOON SIG AMA 11. UNLOADING TRUCKS itp7riPaiii■c■Z 5 A .. @MD) , STOCKR061. SHEDANG SYSTEM 0/ 2 I MI i I = MEM II NMI: fig MIME . 111111E211Et. • • CICIrl • • CICIE1 UR =ICI M M WWII MIN MO. =MI 1:11[31.1 MMIll• MIMI MIMI an= nEFEn 'Fa inF.I.r.3 cc Buran ,AIN.1 L-IL. TO PROM. aECTRICA, WHIP EMCNS re Pm. (" CM C c II: I an,ne DOORS EN,C DCO. ( 3 X EC-, X 1-3 SAL. A.RD/RECWING R. E HOLLOW METAL 4& GLASS HOLLOW MET, 4 SIN. PANE GLASS METAL FRAME DURANAR EXOTIC RED LIC45282XL DURANAR EXOTIC RED UC45282XL PI GROUP # 4 GR. # 4 GROUP # 1 - - 1 . .' . HR- 3/ .. PAIR OF KANN., SERIES 500 D.RS NO suasion.: PAIR OF KAWNEER SER. 500 DOORS NO suasTrruTEs: [PROJECT SPECIFIC i ....i,.'.:1-Immillawallm. '''' •••11•1111 • MIME 1111111MI• NUM =ICI MEM MEM Lt. TO FRONDE HOMER., ICC Fan. in 4,A. ..mai F. st,...11=11•MIEELvEs felitga•■ zAny anAINT wan.ousE oEuvE IN M MOM Mo. IM •11•11•1=3•11■Ma MOM MEM man_ t. 41■Ell M......":' :: • • CI= =ME MEM :__...•12•11.= ... . ;,.,5r,. : 1 so F: . . E , ,. , ,,,,T. , ,_ , REF TO SPECIF:CATIONC OP7ONIAL itinfa Mill" IN M 1211721 MIMEO NM= li,.......m.,,,,iwn...,.....,..,...,,,..._ ii 1 Em las ra. . ._,. I ...... im . ma .__, . ma ,.., L ,, ,,,, m 47.709 .A 3 X 7 X 1 3/4- , TORET REFER TO SPECS., INST,L MARBLE THRESHOO IM • • 1:112U3 MEM l• IMISI'll • • NM= 111313 MOE MO 3 X 7 X 1 3/4 METAL FRAME GROUP # 6 1 3/4 HR. REFER TO SPECIFICATIONS 11.11111:M=1 affil M • MEE MEW i•Mil• MEI MI • CICIIICI MIMM MI A_ SYSTEM PANEL B. oonour NERE REQUIRED Mill MIME MU CCM MN IIII IMO MIMI =MCI DIM MN= MUM @ B SERVICE DOOR (2),-, .3.0?( ,,,..7,._0. HOLLOW METAL FR . HOLLOW MET, pi (INSIDE FACE pi # 3 GROUP 5 # 1 i 3/ 4 HR. v 4 HR. REFER TO SPECIFICATIONS MI ••12.1311111 D. FINAL COMCCTION & iEsor4c MI MINN =MCI LIMN 11,11...11.1111111112172117117 MEM MMIIMI ERMPMIREIBIIIIIIIIIMIIIIIIIMI 6. sm.; - 11111m0.1.0m-111■■•• • • 11 is le Agmm MEM mum HIM rat= REFER TO SPECIFICATIONS •••02Wirja• 1 1 IWI • QIN = MUM = MOM, INCLUDING STUDS & W,LBORD TAPED & SANDED . ."•■•••■-•• • .. • • •511••• • • WM...1M 0=3 BHP, 1-93XES . oar.. B6 L_g_ tJ pR w••• • • 011313‘M•• MIMI 0. 0 A THEAP,6 DOOR HOLLOW DOOR WOOD FRAME SOLID DOOR 81.1) FRANE ,„ ' . GROUP 6 GROUP # 7 2 0 HR. 0 HR. REFER TO SHEET A-10 11/01illel• WEIRMigANSICIII9VAraz m —..-...tinums.mmi .61W,XLSUL;;;'11•31 MI , M1...LaiMM••■ MI E CICIEI w w cum:1mm= : MIME' MFM111 ■a INCLUDING sTuas . W,LBORD - TAPED & SANDED INCLUDING MUDS & W,LBORD - TAPED & SANDED • •• ..••••••10/133••• in /MEM ••• .• INCLUDING STUDS A WALLBORD - TAPED & SANDED 1 . • • ••• ••• •. .. CLOSET DOORS REFER TO SPECIFICATIONS 15. FIRE PROTECTION • 111 DIEM ME= NM= INCLUDING STUDS A WALIBORD - TAPED & SANDED IIMINIA• E M COM MIMI M=IIII RES. LL_ TO PRONDE S_OCKING IN OFFICL , A CLOS PARTITION TYPES HARDWARE GROUP FINISH SCHEDULE 2 2Lyw. pLATn2,2m o R .RR.R 1•11110BNNANAPUMANINAIN1:0 11 En CiCiLi Nam MME iii AU_ pAMAR on TYP. MUST CO...a TO TH.R APPROPRE. UL DESIGN NUMBERS. 3 5/13 sf, 3 5/6 GROB. .1 GROUP #2 MATERIAL MFR. SPECIRCATIONS HUM,. (SAL. A.66,A, TO 1_,•=riNG A.,,....1 (TOILE, ROOM DOOR) BENJAMIN MOORE POPam Rao', MIX COLORS, DECORATOR'S WHITE 5. 6. FURRING n ini , WHERE REQUIRED FOR WALL FIXTURES & SHELV. IM•••••••• 1. ALAN • mussmiumaii. • • MIN MC112113M1 EA. BOOR SAL Fi, ELR 2 PA. snnta ME.I. 4 1/2, 4 il, z CS262. LNOSEE NEORDD ayssr oo, lEICIFES - L=MA RAC7TOK 2 Rnt S.74 (.) CLOSE, W.; 7E. OST. Ex.... Nona an am, on am. nom son, 6... /438. L.68 WL. La...7 6, - 5 ,. 1 OFF U... OF DOER MOLE St_OCERS. 3 -r. PG. Tsai DOOR SIM_ HAVE 5,,,,, 1 - 1/2 P. STANLEY R1E1161. 4 1/, x US260. LATCH SE, .ECO EMBASSY n LOOKSET RN: flIMEr '''' g?•Tr07(7NTISZ(Inli HY Z OOF-5 . . MONPLATE LEXAN. V6111 1/4 ,,GES POUSHED. 1 OFF AU. EDGES. TO 1 OFT UNDERSIDE OF DOOR MOLE ON SALES SID, 1, H. ON INIER, SEENCER NES 120. OM P, NES. PM. I1S2SE. N M PAINT CEAMIC - TI LE R MOORE DAL TIL E BENJAMIN R TO DTAIL S.) GLED W TILE - WHITE (REFE E HT ALL AZ AR MQUEE 3. (MUNI. IN MKS 06FICE IlialliEEIM TWC tk•FERITTL.z..,<Ts 1111111 4. WORK SURFACE FOR RECEIVING T 5. SLATWALL & TRIM ON COLUMNS •• A 1••••••LI M E MEIN 111•313 I;; COMM FASTEN TO SHELVES ON LUBER FIXTURE 5 / , .LL. FINISI 1 I 11=all== IMMESMIENIMIII CORNER GUARDS GLAZED WALL TILE - RED (REFER TO DETAIL SHT.) UNDERSIDE OF STRU , L , Nig" ar "x" ......,_ OF A_C.T. '‘, .,_ . C6N3ERSDE CIF STRUCTUEPJ- ROE. , ...- TY•• - X - YP- ON CIAE WE- , OE A_C, 3 51, zo .,_ GLAZED WALL TILE - DEEP PURPLE (REFER TO DETAIL SAL) , =1 'A' = D '"'" "ililiaffiEini 8. COURNEH GUDS AR SM-20 (6,-, H.) COLOR: 933 MISSION WHITE 1(800)233-8493 1999 REVISED CORNER GUARDS Ma= S M-25 8 -0 H. COLOR: 933 MISSION WHRE 1 800 233-8493 9. THEATER BEZEL 1 BOOFrUE E V - 1J 6 MILLWORK EI.ES ATTACHED TO TOP OF FIXT. RUN CORNER GUARDS PAWUNG PRoTEK CC-402-90 96 ALUM W/ SATIN FINISH 1 997 REVISED HARDWARE 1. STOREFRONT DOORS . • . 1'"IIM E In VINYL COMP. TILE ARMSTRONG DCELON 51836 SHELTER WHITE KR 6/14/96 REVISED iF WRY VES 4. A T OCK DOOR 3 5/8 20 .,. METAL SR HORIZONTAL BRIDGING v1/ ME CLI. €1 V 4 V -U I TT.-W. S ' CARRET 1912111111 PRESIDENT!, SURE, PATTERN #D 1074 ROLL (HELD) 5/03/96 REVISED FUFRO liardiME • • MM.... El =MUM MI •I =NZ M OR CARPET PRESIDENTIAL SU, PATTERN #S-6077, ROLL (AISLE) 7. RECEIVING DOOR -- 111110:2M1 1:111MIM P L1 CARPET II=ElIlrIMIIIII MIME PRESIDE.. SUITE, PAPETERN #D-1963, ROLL (STARS) 08/28/95 REVISED PARWE. , G. on ann OF G.A. 3R/3; METAL DED Tp BD. EXTEND. i. FLOOR 11LE - GREY (REFER TO DETAIL SHT.) LOCK TO BE PROVIDED BY LANDLORD . ,,i \ DATE RE,SION MIN ,1 NM MEM ,,,,,.., NEW ' ABOVE- 5/8 NEW CHASE WALL \'' GROUP .3 W810-2 LT. Gnu p/7,[1, ' ;1015 („,L,F (a ,,,,,,, STUDS F.- EgysemorArza 5 /Di (sEnnoE000R) GROUP #4 (mow DOORS) CK E 14100 LA) 4" COVE BAS # (B --- .I ' R • P ' E;.L --- ME :::=::: SI UM 9II MMIMI' ii7CLIZO INSTALL UTD Fp. RUBBER UNDER CPT BIND CASNWRAP ON, . EICH OCOR Sti, HAVEL BUM: 1 - 12 ?MR SLAW. RE0 191, / PDT ..1a, MOW EMT DarE 1100 .TION_ ROO FIN - PINVER ALLA/NUM NE PER DOOR 0) O ao ,,,,„ ..... 7 ,., ns ,..,. ,,,, ,,,,,.. (MTD. ON PISE/E). 11,461/ MM.: • WHITE LEM UNDDISIDE OF DOOR HANDLE SILF_NCER NES 120. PROVIDE A PEEP-HOLE 0 5 A.F.F. GM T HRESHOLD: M 41. ASIR.: HAGER 8355 GROUP .5 E. DOOR SHALL HA. B DT1B name 4 1 / 2•6 4 1 / 2. CLCGER: 14616 A6 ALUM MTD. ON INSIDE . D LA""' MOM &MN," 2EIUTTuR,, ON INTERIOR; FLUSH BOLTS, INSTALL A _APE SILENCERS: ES PO N THRESHOLD: 1/2•64 MOE (EXTERIOR SET ONLY) PUSH/PULL HE: INNLES InDg5=3 GKR r ' " DOOR STOPS: FWGER 240E DOMESTOP HOLD OPEN: 'P^UP .6 PLASTIC LAM LAMINATE FOR MICA WRE #949 A C REST ROOMS WI-IR MARBLE SA DDLE BY LANDLORD P. P LAST IC LAMINATE FORMI909 CA # BLACK 2. gi Z IIMMEIM • • LOIMIPAME im • NNW Lii•El••• ElEMCI MEM EA -- 17,,,DCK ROOM Nr U ING L OOR & FRAM. F =T7D 5/, gI7,121Jr1 ,0 .... FIU_ W/FIRE SAFING "-- STRUCTURAL FI.R DECK. ... 5/ - TYPE or BD! ON BOTli SIDES. IRIL1E-•0276C0.t'." V/ Crg 4 0.C. ACT- CEILING TILE MIIIIIII=M11== ARMSTRONG tlaroonug TILE WITH 2, "SECOND 61 800,600611 )rainy NOM TralMg PON AD3 G. RE, ROOM U. OFFICE Ir. ',WILS FILL BY T.G.O. IN IN A OR & FRAM , UNE OF A C T 5 0F I tj.112'1231.% . V rO . 11 c UNE OF AC, Le G' I C A V ' r o l EI Z . g ' o Cli ERSI HITE 2,4' ARMSTRONG 73 0 0 SERIES KATE A L. IHEAIER -- F - wpgrrow - En •111•11•1111113E1 MO INCLU IN A OR & F_ RA___,M. STANDARD 2 TEGUIAR ME-WHITE 4. WAL BASE LIM MEM •• MEN IMINIMIII•M 1101111111MIEM DOOR TYPES K. 5 L - 1,1 MEMMIIILICILIMMM • • MME Iiiiirilia OLIO MINIM C. REST ROOM 0 COS j • ,, b. CEILIZ ••11.1•••••• PROJECT I. OCAI ION: ADDRESS 01110 CITY, STATE."' PERM A. SALES AREA ---n.""sTaTOTTOLA AS PER PLANS SEE PARTITION FM 7.NLAN. , HOLLOW MET AL DOOR FRAME 111:11111 ELOSTEPAPT'L :T AN * . N 5/8 GYP. BD NTET Z a WOOD BLOCKING. C REST ROOM D OFFICE II 111111111 SPECIALTIES =MB ••'..' 111111111EIN i <,•_) N NO G I , N p T : a PART D. o fTI N OL , ,,,, 5 N7,1 8. 1412 YU J 511,10"To SIDES rA ".E'T"'" Mra SEAIANT. €, I 1 ;PARTITION „ R , A . TED Gyp Wt LI R L N # 0R 4 T 5 . 5 OF 20 GA. 3 5/8 MET, Zi,;';EZ-ib RI ' G YF IF:PrA r r ii A. ---.7-.3.--,,,,,,,,, 2. MUSIC SYSTEM 3. INTERIOR BLADE SIGNS 4. CORNER GUARDS 11,1M/••••• MOE "ft °"R (OFFICE A THDTER) . KR • „ R :Y FIN. CON CT AN :Y T C.'S ELECTR CIA HOMERUN BY LL, FINAL CONNECTION BY T.G.C., ELECTRICIAN EACH DOOR SHALE H. - 1/2 PAIR STANLEY NOIRE 4 1/2 x a 1/, 6 US261, NRP. COT ONCE: DE. W/ ALARM cms„. DORI. 7600 SERIES RN. ALUM., 0 PUSH SINE), IMO. '"P'' 1 OF DOOR PAROLE SILENCER: NEST #20. EACH DOOR SHALL HAVE: BUTTS: 1 F,'AUAnYR2r191. IATCHSE, MEDECO EMBASSY .. LOCKSET vri•As•aLIORO,W UNCT1ON 03 CLOSER, DORM& 7601 OST110, RN. ALUM. 0 PULL Si US260 OFFICE 1 ONLY n ROOR STOP: NES. #438, US26D. '1"P'ATE' 10F400'011ENNVEDT(TOCFFIICEONNDLEYRIS*E I SILENCERS: 3-IVES #20. (SEE DOOR AM1 SCHEDULE). GIVIITU'IPROYWaYPge" KR • • DO OMNI STORL Du XXX E __15=0 ,,,, N , • 5/, 1 TEN • • , • PROJEC1 DO XXX 5 3/4 (4) ANCHORS FURNISHINGS MI.MAIMI. ''•‘ MMMMM MOO 111EN MN 111031:1 11.1.(11n • ••• M MMM M M pal EIMIN pir JKREP .11 MI DEMISING MAS - 'F'IlsrigT•TZITIRi. IgND OF .-. STUDS 3 5/8 18 GA. METAL SND BY TENANT S G.C. IsE, ppiANNNN rrpEs) PER JAMB CORNER BEAD. HEAD/JAMB DETAIL HEAD/JAMB DETAIL FDIC, To - SETSFAIC IIIMEIV M IIMES 1 EMM •••••13 .1 M M El 1•1•1111•11101:IILIMI 1 TEE- 'Y E3T-rEN ‘iEE FT2° 5:;ALI : NT TO SCALE O AS REQUIRED NSTALLER BY CODE WA, GATE XX/XX/XX - E - SAELOGICROFF.D7. 3ETAL 2. MILLWORR-PACINCGE A IMII NM TENANT MAY OPTION TO USE A VENDOR INSTALLER T.G.C. ASSEMBLY WILL BE RE-0-ITRED -. IIII i i 1 I BD. ID I . JO •Al;-rP,?8,NA. uRAVVII i, R XXX CASHWHAP-C-0 ,, ,, c'tt,,,,, ' I T.1 . : r - PLACE & NI I MNECTS POWER ED 0 DOOR TYPES KAWNEER SERIES 500 W FIN. DURANAR EXOTIC I,: liLvIFOILD VAX GRALEXICUM 'EVAIR_Ehxrfgp GROUP #7 - 1• . _ . To REC. PW ! I 1 . 1 IA Og ACT CEIUNG I G HO c RIZONTAL BRIDGING y ang ,, (CLOSET DOORS) ',FIT 11, , SCHEDULES & . E S P E N S I B I L I T I E 1 c -71-711756-SEIGGESTIDAT-BOX ini'LIX6;sSR13" T.G.C. SETS I STANLEY SERIES 1700 SUDING DOOR HARDWARE W/RNGER PUU. LOCK: SUDING PATIO DOOR LOCK - -OT W t INSERTS 1111111Hgg T.G.C. SETS INSERTS ONTO METAL F I Xl•URES - MISCE.NEOTTS . . c AGM,. • • MMMMM • • 13 GI . Mi T.g.g. BOLT TO FLOOR TENANT II 1 DEMISING WALL NEW NON-RATED WALL SOLID CORE PT! ' NIT ' GRAD E METAL FRAME , ' PL O ATE HOLLOW METAL DOOR HOLLOW METAL DOOR FRAME WHITE 1 /4 br C. READING A - 5GiTs - 1 1111_11 . EMEM •'• : 00• ••.I..• i T o rrean o BUTIRED ;- s 1 " ' D. TH,ER -GO3AFEAROEWS-OMCE-COUNTE1, ----- r - GHEPEES - 1.1),THEATE F,—,)•°% E T:2:2: ",,l.rrlTs 1 1.4.•• 6 0•• .' V STUDS 1 C g3),,,. o NOTE: ALL GAPS. PENRATIONS AND ARS AT FLOOR AND AT TOP ET D OF WALL CONSTRUCTION SHALL BE COMPLETELY SEALED WITH FIRE SAFING MATERIAL. ALL WOOD USED SHALL BE FIRE RETARDANT ANY PIPE OR OPENING PASSING THROUGH FIRE RATED WALL OR CEILING MUST BE FIRE STOPPED AT THE PERIMETER. ALL SEALER INSUL., ADHESIVE AND COATINGS SFIALL BE IN ACCORDANCE WITFI UL # 723 AND ASTM -E 84 ALL FIRE RATED WALL SHALL BE IN ACCORDANCE TO UL # 465 ALL COLUMN ENCLOSURE TO BE IN ACCORDANCE TO UL 11263 - 1 FIR I FLOOR TRANSITONS LOZIER ST/TIStg WILL " T:2:2: '2,T2 Z ' WALL I REE6W-7, • : OE 1 CARPET/TILE 2 CARPET/EXIST. CONCRETE A _ 1. HVAC -"Tiglilli - . .. .• ,:- B,__ F ITS RK DIERi T P RAT R NTRQ.L.S nr, . -no-w-minsmum - OP SEF.0. ^ • 1, a CARPET MARBLE THRESHOLD CERAMIC TILE FLOOR -1- CARPET 0Lt (R A E R R PET JOINER :PECS.). EXISTING CONC RE ,,,, > ,,... ,DOR --'-', I ' ‘ ' S PLUMIKUN_ Mg:MIMI illi I gigg -- 1 N atlin r S 4A SS B. TAR 5. P FIXTURES A R P NS _A, PER PI ANS 6. VVAT HEATER ETER dill II.Q, TO LER - TV 1ANFO T -0'11' 1 1111111U illi I ronu 99) CENTER LEGEND COL EXISTING PARTITION TO REMAIN (FIELD VERIFY EXACT LOCATION) NEW PARTITION (REFER TO PARTITION TYPES) EXISTING PARTITION TO BE REMOVED EXISTING DOOR (REFER TO DOOR SCHEDULE) DOOR TO BE REMOVED. SEE PARTITION - EWES DUBO , DOORS TO BE REMOVED EXISTING DOOR TO BE REMOVED a-r EXISRNG TOILET ROOM TO BE REMOVED DEMOLITION GENERAL NOTES: 1999 1997 6/14/96 5/03/96 08/28/95 DATE REVISED REVISED REVISED REVISED REVISED RETISION ZAH * Y& a 2,2200E ma? .2122,4 ovn PROJECT LOCATION_ ppF TU ADDRESS c9 CITY, STATE T '" p C SIORF NO. XXX T'ROJf CI 110. XXX S�nt: 1/8" = 1 - 0" RAIL: TX/69/6T ITRAWNI VD XXX RLVICWE:D 6"L: XXX SHEE1 ITLf DEMOLITION PLAN 2 tl T:f C@rRACT R IS TO FELL 4' VIPF F -E 04.L, canuaticx OF THE EXISDNG �_g , MO 7,2E121 E NO FX TaRIA,S RE , OF ', -.i'Y ,,NUS G7NTA r. v.° IN oc£ 'eT H FROPOSSID C 0 AL DEVOUT.: ET T.,E P DOSING COUFIL i E.11S2RE TO BE PJEIK1V�T2 0 1. ALL DOORS, WALLS, FIXTURES. ETC. SHOWN IN DASHED UNES ARE TO BE REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED. 2. ANY DAMAGE THAT MAY OCCUR DURING DEMOLITION AND /OR CONSTRUCTION DUE TO THE CONTRACTOR'S FAULT SHALL BE THE CONTRACTORS RESPONSIBILITY AND MUST BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 3. NOTIFY THE ARCHITECT AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. NO ALTERATION TO THE BUILDING'S STRUCTURAL MEMBERS ARE ALLOWED. 5. COORDINATE WITH THE LANDLORD OR HIS /HER REPRESENTATIVE PERTAINING TO ANY DEMOLITION REQUIREMENT AND PROVISION AS REQUIRED. 6. MAINTAIN ALL FIRE SEPARATIONS BETWEEN TENANT SPACES AS REQUIRED BY ANY CODE OR REGULATION, DURING DEMOLITION WORK. 7. IMMEDIATELY UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ARCHITECT. 1 as i 2T, PROJECT SPECIFIC ED DEMOLITION PLAN NO COMBUSTIBLE MATERIALS ARE ALLOWED ABOVE THE FINIS: !ED CEILING. 10. CONSTRUCTION SITE IS TO BE SEALED TIGHTLY. CONSTRUCTION BARRICADES SHALL BE AS PER THE REQUIREMENTS OF THE LANDLORD & CITY OF '•• 11. REFER TO SCOPE OF NEW WORK IN ELECTRICAL DRAWINGS FOR ELECTRICAL FIXTURES LINES, ETC., ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED EQUIPMENT, FIXTURES, WIRING, ETC., SHALL BE REMOVED FROM THE JOB SITE. 12. REFER TO SCOPE OF NEW WORK IN MECHANICAL DRAWINGS FOR ANY EQUIPMENT, DUCTWORK REGISTERS. ETC.. ENCOUNTERED DURING DEMOLITION. ANY ABANDONED AND /OR NOT USED EQUIPMENT, FIXTURES, DUCTWORK, REGISTERS, ETC., SHALL BE REMOVED FROM THE JOB SITE. 13. G.C. SHALL RELOCATE ANY EXISTING SERVICE LINES SUCH AS SPRINKLER MAIN, DOMESTIC WATER, SEWER LINE, GAS LINE ETC., IF REQUIRED TO ACCOMMODATE THE NEW WORK. ANY SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 14. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE ARCHITECT AT ONCE. 8. G.C. MUST INVESTIGATE THE SITE PRIOR TO SUBMISSION OF HIS /HER BID TO ANTICIPATE 15. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE ANY DEVIATION WHICH MAY NOT BE SHOWN ON THIS PLAN OR ANY OTHER DRAWINGS MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. IN THIS CONSTRUCTION DOCUMENTS. 16. CONTRACTOR TO PROVIDE FOR ALL TEMPORARY HEATING REQUIREMENTS. EXISTING STOREFRONT PIERS TO REMAIN EXISTING STOREFRONT EXISTING ENTRY DOORS TO BE REMOVED SCALE: 1/8" = 1' -0" D4q -o3za [ROJECT SPECIFIC II LA X99 ER LCUnON OF 9,CTRCAL. PAN -_. TEI. ..HONE RAND_ BOAR. & SPRINKtER SCC.CRS v7 & COMPRESSOR CONT.. 1 -3 HEADER LINE OF VALANCE ABOVE BOLLARDS SCISSORS UFT —f TRASH CONTAINER CARDBOARD CONTAINER INSTALL BLOCKING AT 2'. 4' AND 6' AFF FOR WALL UPRIGHTS IN CLOSET LEGEND O X EXISTING PARTITION TO REMAIN (FIELD VERIFY EXACT LOCATION) NEW PARTITION (REFER TO PARTITION TYPES) EXISTING PARTITION TO BE REMOVED EXISTING DOOR (REFER TO DOOR SCHEDULE) DOOR (REFER TO DOOR SCHEDULE) ROOM NUMBER SEE PARTITION TYPES SEE INTERIOR ELEVATIONS SEE SECTION CUTS AND DETAILS CARPET STYLE FLOOR PLAN GENERAL NOTES: 2s i/M" 1. SEE FIXTURE PLAN FOR ADDITIONAL INFORMATION. 2. SEE REFLECTED CEILING PLAN FOR SOFFIT. LIGHTING. 3. SEE SCHEDULE SHEET FOR ROOM FINISH SCHEDULE AND LEGEND. DOOR SCHEDULE AND DOOR TYPES. 4. SEE SCHEDULE SHEET FOR PARTITION TYPES. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADING OFF OF AREA AROUND STORE DURING CONSTRUCTION. COORDINATE BARRICADE CONSTRUCTION AND APPEARANCE VIITH LANDLORD. 6. NOTIFY TENANT'S REPRESENTATIVE IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS. B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. 9. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL TO FACE OF FINISHED WALL UNLESS NOTED OTHERWISE ON PLANS, 2r6 PROJECT SPECIFIC Z, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CROSS CHECK THE M.E.P. DRAWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO THE ORDERING /INSTALLATION MECHANICAL, ELECTRICAL AND PLUMBING WORK. ANY DISCREPENCIES BETWEEN THE ARCHITECTURAL AND M.E.P. DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR IMMEDIATE CLARIFICATION. TPQ 10. 15. O FLOOR PLAN TENANT CONTRACTOR TO INSTALL 5/8 PADDING UNDER CARPET BEHIND CASHWRAP ONLY. FULL HEIGHT DISPLAY WALL ENTRANCE MAT FURN, BY TENANT INSTALLED BY TENANT CARPET CONTRACTOR LA55 VESTIBULE TO MATCH STOREFRONT FRAMING CUTTING AND PATCHING: WHERE EXISTING CONDITIONS ARE CUT OR DISTURBED TO PERMIT INSTALLATION OF NEW WORK, MATCH AND PATCH EXISTING DISTURBED CONSTRUCTION /FINISH TO MATCH ADJACENT FINISH. ZANY BRAINY "TOY COLUMNS" FURNISHED AND INSTALLED BY TENANT SIGN CONTRACTOR NEW STOREFRONT GLAZING TO BE FRAMING Y T 451 FRAMING SYSTEM" OR EQUIVALENT W/ 1" TEMPERED INSUL GLASS. FINISH TO BE VALSP1 %0AR 35 BONE WHITE 39 11. ALL INTERIOR AND STOREFRONT CONSTRUCTION SHALL COMPLY WITFI ALL APPLICABLE CODES AND ORDINANCES IN PLACE IN THE LOCATION OF THE WORK. SCALE: 1/8" = 1' -0" 12. APPROVED FIRE EXTINGUISHER SHALL BE LOCATED AS PER TFIE FIRE MARSHALL. 13. ALL PENETRATIONS OF FIRE RESISTANT FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIED FOR EACH PENETRATION WITH ALL VARIABLE DEFINED. 14. LANDLORD TO FURNISH TO TENANT ONE UNOPENED BOX OF STOCKROOM FLOOR TILES AND ONE UNOPENED CONTAINER OF FLOOR TILE ADHESIVE. CONTRACTOR TO FURNISH TO TENANT ONE UNOPENED BOX OF STOCKROOM FLOOR TILES AND ONE UNOPENED CONTAINER OF FLOOR T. ADHESIVE. 76, SALES FLOOR WALLS TO BE SMOOTH AND IN ONE PLANE WITH NO PROTUSIONS, PILASTERS, COLUMNS, ETC. SO AS TO RECEIVE TENANT'S FIXTURES SPFLT TALI [PROJECT SPECIFIC 1999 1997 6/14/96 5/03/96 08/28/95 DA A �LL6o®G9 OWAY 4NOGNIE RDA PROJECT LOCATION: ADDRESS CITY, STATE . 17 STOEF 010. XXX 0 " , , 1 ' l ' 60 14 NO XXX REV SEE REVISED REVISED REVISED REVISED REVIS!0 ';0.011 - .: 1/8" - 001L: XX /XX /X DRAWN BY XXX 00 . VIE WFD UY: XXX FLOOR PLAN PERMIT 4 LA 1999 WE. FIXTURE LEGEND FIXTURE DESCRIPTION w 48" WALL FIXTURE 48" PENINSULA FIXTURE 48" GONDOLA FIXTURE PENINSULA ENDCAP INE GONDOLA ENDCAP 4 -WAY FIXTURE M COMPUTER DESK AND CHAIR Li Aim"' MODULAR SEAT %Er BOOK KIOSK III IMPULSE BIN CHOMPER FIXTURE SANRIO FIXTURE I SANRIO I THEATER SEAT FIXTURE PLAN GENERAL NOTES 1 0840080 80' LEERS MGR "S OFFI =1 SIGHTS SOUNDS 1 � ' / 111 1 11 11 u CLOSET CORRIDOR TOILET (1, GI G SIGHTS & SOUNDS 1MEIM 7 ©IME1111•13 ©I® BOOKS GI GI G t STA • I -- U SICTtCAMETTr! 7•'1It 1 eI G I GI G ▪ KIDTRO- I G G IG G .1 SOFOWA. I IINE u )•-=E1- 5 CREAT Or I r 1 '.I.' 1 CHE0TIOSOY" If GI G o-' -T SWIN HI SWING Nl I SANRIO I A . I _mil •1 G FI I BRAINY GAMES &PUZZLES -�' I 1 CM PLANET LET'S PRETEND t- iuiiMuIiLiOi' fig ∎TL1iMi"ENSI ENCI•c'i ©i"uNNIMM© ©MM IL►/ PLAY PALS 1. ALL DISPLAY WOKS SHALL BE FURNISHED BY THE TENANT AND INSTALLED BY THE T.G.C. 2. THE T.G.C. SHALL ANCHOR ALL WALL 0XT000S WITH PROPER WALL REINFORCEMENT. (NOTE: IN SEIZMIC ZONES, WALL FIXTURES TO BE ANCHORED TO FLOOR PER MFGRS RECOMMENDATIONS) 3. THE T.G.C. MUST TOUCH -UP ALL FIXTURES AFTER INSTALLATION AND PAINT ALL EXPOSED NAILS, SCREWS, ANGLES, ETC. TO MATCH ADJACENT FINISH. 4. COORDINATE WITH POWER PLAN AND SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS AT FIXTURES. ALL ELECTRICAL OUTLET COVERS SHALL MATCH ADJACENT COLOR. 5. ALL DISPLAY FIXTURES SHALL BE INSTALLED ACCORDING TO THE INSTALLATION INSTRUCTIONS PROVIDED BY THE FIXTURE MFG, AND THE DETAIL SHEET. 6. SEE DETAIL SHEET FOR ADDITIONAL MILLWORK INFORMATION. 7. SEE FLOOR PLAN FOR WALL LOCATIONS AND ADDITIONAL INFORMATION. 8. SEE REFLECTED CEILING PLAN FOR VALANCE LIGHTING INFORMATION. 9. TENANT FIXTURE CONTRACTOR TO FURNISH TOUCH -UP KIT FOR REPAIRS. M10. ODFY ALL AS REQUIRED TO ME MILLWORK SHALL BE ET SITE CO PROVIDED NDIT DY TEIONNS . AT AND INSTALLED BY THE T.G.C. THE T.G.C. SHALL REO PL'C TUBING FABRICATED W/ A 66' RADIUS- P:JNTED T MATCH BEN. MOORE ;?3004 "RO ED" X 30. W% VINYL Niz' TERED SEAT — LA N , zr, O PLAY AREA DETAIL FIXTURE PLAN PERSPECTIVE SCALE, NTS ( 4 ) 108" H. COLUMNS WITH 2 SQUARE BASE AND TOP CUBE SCALE: 1/8' = 1' -0' SALES SOCK OFFCF RES05COMS C0.50IG30 900 SF. 88 S.F. 'C9 S.F. O 5.-. (09594LE 78 51 . OTHER 324 S F TOTAL I 10,600 S.F. SERPENT FIXTURE DETAIL SCALE, NTS I�at4 - 032D 999 1997 6/14/96 5/03/96 08/28/95 DATE ZANjet i t A MUM M ®A4 T M ®6 P ®t9 ft PROJECT I. OCAIICIN'. ADDRESS GI Ra °EM°�a CITY, STATE ;FT 1999 PERMIT ENTER STORF: ('I/O . XXX PI ITT. L(; I NO. XXX REVISED REVISED REVISED REVISED REVISED REVISION I I._: NOT TO SCALE DATE: XX /XX /XX DRAWN Ut: XXX RE0IF1/F.D t30 XXX FIXTURE PLAN A 4 LIGHTING LEGEND SYMBOL DESCRIPTION BULB I I 1 V I RECESSED DROPPED IN FLUORESCENT FIXTURE 2' -0" X 4'-0" , 18 CELL HUBBEL MODEL # RD3GSZAFEI4E (IF ®2]]v.) HUBBEL MODEL # RD3GSZAFBIE (IF 0 120v.) SOFT WHITE #F- 322T8/TL735 on SAME AS ABOVE EXCEPT CIRCUITED FOR NIGHT LIGHTS USE (REFER TO ELECTRICAL) PECESSED DED IN FCENT FIXIUR6 2' -0" RO X PP 2' -0" , 9 LUORES CELL HUBBEL MODEL # RA2GSZA84 (IF 277v.) HUBBEL MODEL # RA2GSZAGBIE (IF ® 120v.) 0 SOFT WHITE #F- 17i8/TL835 r --, RECESSED WALLWASHER /ACCENT LIGHT FIXTURE 4' -0" X 7 3/18 OPENING LIGHTOLIER MODEL # WLRN1482778X 20.000 HOURS ONE BIAX TYPE LAMP STRIP FLUORESCENT 8' -O" UM MODEL {{��SW84RB1E (( IF ®2]7v. HUBBEL MODEL # SW84R81E ( IF aD 120v. SOFT WHITE #F- 322T8 VALANCE FLUORESCENT (( ® )) HUBBEL MODEL ( )SW42RB1E ( IF 120v. SO FT WHITE #F- 32208/80730 LUMACELL EXIT FIXTURE AS WITH REMOTE BATTERY UNIT IN STOCKROOM(REFER TO ELECTRICAL) 2 LAMP 5W FLUO ILD-L EXTERIOR. LIGHT FIXTURE TRACK LIGHTING SYSTEM 967-1068100 8330WH (1) PAR 30 75W �� TRACK LIGHTING SYSTEM LYTEFLOOD L 40 COMPACT FLUOR. 8279 WHQLM (2) XT40 -035 y STANDARD O � WALL PACKS EMERGENCY LIGHTS (WHITE) (REFER TO ELECTRICAL) MOUNTED AT 11' -0" A.F.F. INCANDESCENT MARQUEE LIGHTING S1 '102 AC BY S CC TA E R T226 INC. S ACING R6APSBRASS2FWLE.p4THIJSTALLED IN MARQUEE BY MILLWORK MFR. CHASER UNIT TO BE4018E -PUTER TI_ • a-r THEJ3E2 MARDLLEF LIGHT F unE o>= ueiA II xm �Y' - -__ z- -. e Ix tuANCE (TY.) Ilnll 1 i�11�1 Nii ®ii®�MI =:M 11oZE'�MN® ®IM�NM®� ®e®i f U ■MI aM� s: rIN= HIM NM M - -- 1 1 — IEEE. MIMI ME 1111 1.1 NM III IN ME Ell ME .• INN EM MN NE MI NM ME MEI NMI= NI HE EMI III IIMME MIMI au mum mums rams sem monommos imummil al NEE Ea MN NEI MIME EN Ng INE BM EN El EN MIMI Ell NE MIME= INEMENIE=NE111.1 E 111111 EMI= MN NI =MN =ENIMEIIIMUNEEEM11=11EINIMIIMIMIEINMMEE=M11111 NEM El A,C,T. AT -1111111P ® !� ® ®�0mmim®®® ∎sei���m®ame ®mmlimmi - -- it IIIUIIU : - - - -I 0..T AT I' t' - AF.E. .iu®� ® —�_�_ NE _�_ ®_ ®M®_ ® _ ®�® _ / — ®M., ■7 Lei l nra jal®rria ■im amardin ia 5r �L Z �■ ■ ( d�A_ ��aN9r®® oNN■ =�oMI® = ®� = =o = ®� ® ®®� ®E®1 ==.1■ I F H AT • m siit∎ .I- ®�_� ®— ®� ®_® ®_� ®®_®�_ME_ . 11 IOi O !!!!!!!!!IiiIIIII1!1! i I! REFLECTED CEILING PLAN GENERAL NOTES: 1. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION OF AIR DIFFUSERS, SPRINKLER HEADS AND EMERGENCY LIGHTING, ETC. NOTIFY THE ARCHTECT, IF CONFLICT OCCURS. 2. ALL NEW LIGHT FIXTURES SHALL BE SUPPLIED BY AND INSTALLED BY THE LANDLORD'S GENERAL CONTRACTOR, INCLUDING EMERGENCY LIGHTS AND DOT LIGHTS. OR AS NOTED ON PLANS. 3. IT IS THE FIRE SPRINKLER CONTRACTORS RESPONSIBILM TO SUBMR PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE. SPRINKLER CONTRACTOR SHALL CONTACT THE CITY FIRE MARSHALL'S OFFICE FOR THIS REVIEW AND APPROVAL AND THE ARCHITECT PRIOR TO INSTALLATION.. 4. SEE SIGNAGE PLACEMENT, PLAN FOR ADDITIONAL INFORMATION ON DEPARTMENT SIGN 'PLACEMENT. 5. SEE FLOOR PLAN FOR WALL LOCATIONS AND ADDITIONAL INFORMATION. 6. SEE SCHEDULE SHEET FOR ROOM FINISH AND LEGEND. 7. SEE LIGHTING PLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE. zr a' p z;r 28 -8 AC.T. AT AF.F. TRACK LIGHT SYSTEM UGHTOUER SOF -TECH RING (TYP.) AC.T. ® 12' -0" A.F.F. (TYP) TRACK LIGHT SYSTEM LIGHTOLIER SOF -TECH RING (TYP.) O REFLECTED CEILING PLAN 8. SEE MECHANICAL PLANS FOR EXACT LOCATION OF DIFFUSERS, RETURN AIR, ETC. 9. EXISTING SPRINKLER HEADS SHALL BE AS FOLLOWS EXPOSED STRUCTURE: CHROME, PENDANT TYPE.- TURNED UPRIGHT ACOUSTICAL CEILING AND SOFFITS: CHROME SEMI - RECESSED - MIN. 5" TO ANY GRID. DISPLAY SOFFIT WHITE. FULLY - RECESSED. TEN. G.C. TO (V.I.F.) 10. CEILING HEIGHT ARE AS SHOWN ON PLAN. 11. IN THE EVENT OF DISCREPANCIES BETWEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHTING FIXTURES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS NOTIFY ARCHITECT FOR REVIEW, ARCHITECTURAL DRAWINGS GOVERN. 12. CONTRACTOR TO FURNISH TO ZANY BRAINY AT COMPLETION OF CONSTRUCTION THE FOLLOWING: TWO (2) UNOPENED BOXES OF SALES AREA CEILING TILES AND ONE (1) UNOPENED CONTAINER OF EACH TYPE OF LIGHT BULB USED. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE QUANTITY OF MATERIALS ON THIS P.N. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN QUANTITY REQUIRED AND QUANTITY SHOWN. PROJECT SPECIFIC SCALE: 1/8" = 1 " -0" Dcitcli2D Dr' (11) 1' TITL PROJECT SPECIFIC 1999 1997 6/14/96 5/03/96 08/28/95 DATE Z04/ rainy my 2.60.9 GNN04 MEGA PON ACISF PROJECT LOCATION: ADDRESS CITY, STATE 0 oFT " SEP - PERMITa STORE NO X CND JCL: MO. XXX SCALE: 1/8" DR AW(d f3Y XXX RFVIFW1): BY: XXX A -5 REVISED REVISED REVISED REVISED REVISED REVISION XX /XX /XX REFLECTED CEILING PLAN 999 WELT SIGNAGE LEGEND ELEVATION SYMBOL DESCRIPTION TYPICAL DEPARTMENT SIGN FOR INSTALLATION, SEE DETAIL 2, THIS SHEET 'ML. ..1.44165, YOUNG BUILDERS Gin WRP "FREE GIFT WRAP" SIGN 36" H. x 37 3/4" INSTALL WITH 18" HANGERS 1'RE'E ■ LINE 'THE LINE STARTS HERE" SIGN 36" H. x 3Z 3/4" INSTALL WITH 18" HANGERS ` ' RESTROOMS "RESTROOMS" SIGN 11 1/4" H. x 36" MOUNTED ON VALANCE "ZANY BRAINY SHOWTIME THEATER" SIGN 6" H. x 100" MOUNTED ON THEATER MARQUEE BETWEEN LIGHTS THEATER S O "GIRLS" SIGN MOUME,S ON DOOR OS O "BOYS" SIGN MOUNTED ON DOOR O "xxxxxxxxxX" SIGN MOUNTED ON DOOR O "xXxxXXXXXx" SIGN MOUNTED ON DOOR O "XXXXXXXXXx" SIGN MOUNTED ON DOOR 2'x4' AC.T. AT O TYPICAL DEPARTMENT SIGN, INSTALLATION NOT TO SCALE O INTERIOR SIGNAGE PLAN SIGNAGE PLAN GENERAL NOTES: SCALE: 1. SIGNS ARE FURNISHED BY TENANT AND INSTALLED BY T.G.C., UNLESS NOTED OTHERWISE. 2. SIGNS ARE TO BE HUNG FROM THE CEILING GRID AS PER LOCATION ON PUN AND AS PER DETAIL 2, THIS SHEET. 3. T.G.C. TO COORDINATE EXACT LOCATION OF SIGNS WITH THE TENANT PRIOR TO ACTUAL INSTALLATION. 4. TENANT SIGN CONTRACTOR TO HANG SIGNS IN ACCORDANCE WITH STATE AND 'LOCAL CODES 5. CEILING HEIGHTS ARE AS SHOWN ON PUN, 6. IN THE EVENT OF DISCREPANCIES BETWEEN QUANTITY, LOCATIONS AND/ OR INSTALLATION HEIGHT, CONTRACTOR IS TO NOTIFY ZANY BRAINY. L PROJECT SPECIFIC L P ROJECT SPECIFIC D94-1932D L PROJECT SPECIFIC 1999 1997 6/14/96 5/03/96 08/28/95 DATE AN9Br'' iW A MUM EON IMO@ PROJECT LOCATION ADDRESS 'CITY, STATE C4OP SEc PERMIT STORE N0. XXX 117,1) Nn, XXX SCAT[: AS NOTED DATE: XX /XX /XX DRAWN 13Y: XXX RCVILWED BY: XXX SHLE - 1 I I I LI 1 A 6 REVISED REVISED REVISED REVISED REVISED REVISION INTERIOR SIGNAGE PLAN ---, ,- ._ _. . , INSTALLED BY LIMAN', UNE CIF ACT. I GRAPHICS VV.) FIIRNIS.IED & S'OREFRONIT GIAT. 5,, To Km...4 -- R- , ,,e irt -- 7E4 •FEF"v_ 114..S...,, G11,--..., /—• UNE , A.C.T AT 12 APE. , - , 4147111G 1M I.M__,Pr, BONE 'N '—{:' ' 'F +.!' ' / ' V , I COCO 0 IMO II el 00 OD 0 D r .........1 ,, .G........" I --- , ■ J Liril Bp • • • lo . i 41 „ I wimm.III . • ZI1 4} -- _, iv ■1 )01 1; / / 1 40 PROJECT SPECIFIC i moli■■:1■ onow■ 1 1 , BACKviRAP madownsi , ' ' vsnige, BVSPLAY' war 1 ; 1 G, NEAP unuri , - --i GRAPHIC SHAPES UNE Of AC, MORS 30 NAIIININER DIR4.1 .011C ....7 Er-AWING ENS- TO Nt. STOREFRONF FRAMING. u/ z-sm 4.r.,_ =_R SPEC. VE GIAENG AND CD . UNE OF A C.T INTERIOR ELEVATION SCALE: 1/4 -----., —I BACK UT W/ NEON AT 12 FLEE_ TUBING BY SIGN CO., r i I ,,R.„,„ f 1 --.7---7 9 II 1.8.1183 I 67C\ I \ \1 7 (SPEW CORI4R 1 ----' INTERIOR ELEVATION 1999 REVISED ' - ' LINE OF A.0 T ----', , i COL. I '....._,/ GRAPHIC SHAPES GRAPHICS FURN. BY TENANT BACK L.FF W/ NEON INSTALLED BY T.G.C. TUBING BY SIGN CONTR. (I_)_ 1 UNE OE A.C_T_ , AT 12 AF.F. I (-,,,,: ■ I — UNE 0, AC, 1 ' , AT ;2 &F., H Z__.: i 1 iTh cLOL.) L-H-M.7 0 SCALE 1/4"=1' -0" , , ,-,-- _'-) 1997 REVISED 6/14/96 REVISED 5/03/96 REVISED 08/28/95 REVISED Z_ \..., DATE REVISIO, . A YID D * A MUNE Ma VENNEANI FON VARY I 11 , , 1 Z ,7- 0.0.0.00.00.0 —0. c 0 ' IM M 11111111.1. 919790 C1 I ()CARON ADDRESS CITY, STATE s . ,Ev - ERMIt amismagic EMMEN. 11111.11111111. MIME / =. Mil ......■ . VB-1 VB-1 INTERIOR ELEVATION THEATER I 0 LINE OF A C T. AT 1,-0 A F F R GRAPHIC I BACK TUBING SHAPES LIT W/ NEON BY SIGN CONTR. (:CC LINE OF A.C.T. AT 12 A.E.F. F COL GYP.BD. HEADER AT 7 A.E F. 0 SCALE: 1/4"=1' -0" (n) RESTROOM SIGNAGE BY TENANT. INSTALLED BY T.G.C. LINE OF A.C.T. PROJF, NC XXX SCAl 1 AS NOTED XX/XX/XX r ET'A ' W1 , , (TYP.) I, r I , I i P I, I LE----7 t.--[-1 17 1116■ Rt VILWLI F; r : P11--/ SIIFFI Irk r INTERIOR ELEVATIONS .7 '7. VE3 ,_,,,, MI 1 - 4111 in I 1 1 1 • IIIII D .:.- , I 1111 .11. IIMIMMIIII.1111111 NMI IIIIII =1.111111.1 11.11.10.11111 111111111 11 NI M E MI NMI= IMIIIIMIIIIIMIII IMMIIII • ME mom! M _I I ill1.1■11 1.1111111.MINIMIIIII c, 'Al, Jo A 7 __-_ NI ■••=11■1 mmuma MINIM 011111111111111 . . --- VTERIOR \ VB-1 DRINKING ELEVATION FOUNTAIN ''''..N.. SCALE: 1 /4=1 - 0" .......... 1995 NTS HORIZONTAL BRIDGING W/ BROGE CUPS ®4 -0" O.C. vl' EN. G.C. NEW CARP LI BY TENANT. (C -1) 4" VINYL BASE. ( VB -1 BLACK NEW DOORS "KAWNEER SERIES 500' (500 WIDE STYLE) DOORS SHALL BE DURANAR EXOTIC RED UC45282XL NEW AC.T. CEILING, AT 12 -0" A.E.F. PROJECT SPECIFIC NEW 1 THK. TEMPER. KRITATED GLASS. -KAWNEER TRF-EAB 451 SYS.. FINISH TO BE VAS BON_ WHITE HORIZONTAL TRANSOM QSHOW WINDOW SECTION SCALE: 3 "= 1 -0" i s . ` Y S5� VESTIBULE .1 I FIN. W/ P -1 MP.) NEW A.C.T. CEILING . & GRAPHICS OR NEON AT 10 -0" A.F.F. BY TEN. GEN. CONTR. NEW 1" THK. TEMPERED INSULATED NEW 1" THK. TEMPERED INSULATED GLASS. "KAWNEER TRI -FAB 451 SYS." W/ NEW DOORS' 'KAWNEER 500 SERIES' NEW DOORS TO HAVE DURANAR FINISH. SEE SPECS A/ // 2 O DOOR SECTION SCALE: 3 "= 1' -0" EXTERIOR LTCI NENG (T`:P.) NEIY A.C.T. CEIUN AT 12 -0" ?LE, VESTIBULE FRAMING AND GLASS. TO MATCH EXISTING STOREFRONT FRAMING. TRASH CONTAINER W/ P -1 CARDBOARD CONTAIN. A „4 36-101/1 0 FRONT ELEVATION SCALE: 1/8 " =1' -0" O VESTIBULE SIDE 'ELEVATION SCALE: 3/4 "= 1' -0" NOTE NO DCTERNAL HARDWARE ON REAR OR S1DE EXIT DOORS; HINGES TO HAVE NON- REMOVEABLE PINS (NRP) REAR ELEVATION SCALE: 1/8 " =1' -0" EXTERIOR COLOR LEGEND NOTE: FRAMING STOREFRONT •0 BE VA., BONE 351 -X035. MAMIE DROP #667 COLOR YELLOW (O8DELICN) MANUF. DRWIT #643 COLOR: RFD (CHRISTMAS RED) 7 MANUE. DRYVR #102 COLOR: WHITE (BRRE WHITE) 1. THE STOREFRONT DISPLAY WINDOW WITH ENTRY DOOR WILL BE FROM - KAWNEER TRIFAB 451 FRAMING SYSTEM" INCORPORATING KAWNEER SERIES 500 DOOR (ONE SET) W /DURANAR EXOTIC RED 'UC45282XL FINISH. 2. ALL GLASS WILL BE i" THK. TEMPERED INSULATED GLASS DOORS TO ET "KAWNEER SERIES 500 (500 WIDE STYL )RED SHALL BE DURANAR E %OTIC UC45282 %L --SEM _f L BREAK METAL FACTORY FIN. TO MATCH EXISTING FRAMING 6' -0" DOOR OPENING 6 -4' OVERALL II MN VESTIBULE FRAMING AND GLASS TO MATCH EXISTING STOREFRONT FRAMING •07* E DIMENSIO Mal .tee 51 L- =4 6' -0' DOOR OPENIl GLASS. "KAWNEER TRI -FAB 451 SYSTEM" NEW DOORS "KAWNERIE 500' (500 WIDE STYLE) D OORS SE SH ALL BE DURANAR EXOTIC RED UC45282XL NEW • 'HEWI' • HANDLES ITEM# 550.33GKR #14 YELLOW BACK TO BACK TYPE 7.1 ENTRY DOOR DETAIL SCALE; 3 "= Z. MOr i PRUJECI LOCAL 101: ADDRESS CITY, STATE • .4% 1999 so ENTER ST000 PTO. XXX PFOJLCI N0. XXX 1,(:01.1:: AS NOTED UA1 "L: XX /XX /XX DI AWN 111: XXX RI VII WEO 61: XXX 111,1. TITI.1 PROJECT SPECIFIC 1 999 REVISED 1997 REVISED 6/14/96 REVISED 5/03/96 I REVISED 08/28/95 REVISED DATE 0101010!` RELLBE R9 IMENV vcaoaN[® RDN EXTERIOR ELEVATIONS AND DETAILS A 8 PERM' WOOD BLOCKING BT TENANT GENERAL CONTRACTOR. (2) la's (RIP FROM 3/4 BC PLYWOOD) WALL MOUNTED TELESCOPING TENANT. INSTALLED BY T.G.C. 2x2 CEILING WALL ANGLE, WHITE SCREWED D 6' O.C. WITH A CONTINUOUS BEAD OF WHITE SILICONE NOTE SHELVING SITS ON FLOOR. WALL DOS NOT SUPPORT S ELVWG. ONLY STABAU2T5 D. 2' X 2 CEILING WALL ANGLE WALL MOUMED TELESCOPING VALANCE BRACKET (TYP.) FLUORESCENT LIGHT FIXTURE WHRE MCP INTERIOR FORMICA #949- HI BE 6 BNHp GOMM NMI TYP. WALL SECTION 6' -5 E E.F. 8' -0' AEF STAGGERED III TOP VIEW PX' kGl. EETE/IG AF lY4 kFF.. �� BLACK KIG( PLATE SCALE: 1/2 = 1' -0" SLOT FOR SIGN PANELS 0 C /949 %NUE 5/6' GYP. OD. WOOD BLOCKING PEGBOARD 1/2 wHIIE ACRYLIC EGGCRATE 1/P RETURN 3/4'x4' GUSSET PLATE FORMICA 1949 WHITE JONMS TO BE NEAL BUJ.; k NJ. NEON. SHAPE E1AdS£l A9D e6Rt1ED 2( MONT SIM 0308 SEE DEW_ 6/2 7-e AFF. "TT.. .HAPE NRNISHEO ND INSTALLED BY TENANT SIGN COMR. SEE A DETAIL 6 /E2. TYP. VALANCE DETAIL SCALE: 1 1/2" = V -0" A TYP_ COLUMN ENCLOSURE DETAIL SCALE: 1/2" = 1' -0" O CART CORRAL DETAIL SCALE: NTS CORRAL IS BOLTED INTO CONCRETE - SEE ARMS. INSTRUCTIONS BEFORE 1NSTAL.ON. NOTE: TENANT G.C. TO REFER TO THE FURNISHED MANUFACTURER'S INSTRUCTIONS FOR COMPLETE INSTALLATION GUIDE. REFER TO FIXTURE P. FOR EXACT LOCATION. D q -0321) 1999 REVISED 1 997 REVISED 6/14/96 REVISED 5/03/96 REVISED 08/28/95 REVISED A DATE REVISION A if* ELLEN. EMT MEP@ PM PROJECT L ADDRESS CITY, STATE STORE NO XXX PROJECT NO XXX SCALE: AS NOTED DATE XX /XX /XX 0110601 80: XXX REVIEWED i30: XXX SHEET ITLE I('.E1 fl DETAILS A -9 SEp PERM E� 1999 CENTER TO SN05D31 VLL O THEATER PLAN SCALE: 1" = 1' -0 NOTE ALL DIMENSIONS ARE TO FINISH FACE TOP OF SLATWALL FINISH TO BOTTOM OF MARQUEE VAUWCE OVERHANG THEATER MARQUEE, FURNISHED BY TENANT FIXT. CONTRACTOR, INSTALLED BY TENANT'G.C. THEATER SECTION SCALE: 1" = 1' -0" NOTE: ALL DIMENSIONS ARE TO FINISH FACE. MARQUEE LIGHTS, TYPICAL 00000000000000000000000 SPEA[O:R OPENING THROUGH SLATWALL AND SPEAKER SHELF INSIDE ROOM, TYPICAL 000000000000 000 0,00 000 00 SLATWALL TO STOP AT BOTTOM OF BEZEL OPENING O THEATER ELEVATION SCALE: 1" = NOTE: ALL DIMENSIONS ARE TO FINISH FACE, Alk !VALANCE SHOWN AS EXAMPLE ONLY SIZE AND SHAPE PER FLOOR PLAN 1 ! 3 BAND GE Pw »ED BRA. LL' "._ B'J T3Y G.C_ THEATER DETAIL (TYPICAL CONDITION) OPENING W BEZEL FOR TD*YLSIDN SCREEN AND SET OUTLINE BEHIND = WAIL JOIM IN M6](M.E � TFEATEIi FACc OUTLINE OF TELEVISION PLATFORM INSIDE ROOM NEVAMERS -4 -21T "CONDITION YELLOW" FIN. ALL SURFACES 3/4" PLYWD. SHELF & BRACKET FOR SPEAKER INSTALLED BY T G C TRIM SPEAKER OPENINGS WITH 3/4" WHITE WALL ANGLE PLAN O 3 BEZEL DETAIL SCALE: 1/2" = 1' -0" (4) 3/4 W1DE 51_0TS FOR TELEVISION SPEAKER SPEAKER BAFFLE BY T.G.C. PART 11260 -334, PARTS EXPRESS, PH #800- 338 -0531 O SPEAKER SHELF SCALE: I"=I' -I" THEATER MAROC., FUR" Stc I TENANT EWE G^ I OR, INSTAL�3 BY ?Efi4� G.C. F, FORMICA. #9'443 WHITE PKANpiCUIT MARQUEE BELT l GF.TLW - SEE R- 1LECi© ✓7UNG P€tdL BELT TO BE RUN ON HACK SIDE OF W301.1E SO4 WITH HOLES CUT FOR SOCKETS. PROVIDE BLACK PAINT AROUND OPENING FOR TELEVISION FLUORESCENT RED ACRYLIC. FASTEN TO BEZEL W /CLEAR SILICONE TELEVISION BEZEL FURN. BY TEN. EIXTR. CONTR., INSR'D BY TEN. G.C. SWING DOO ON CONTIN R UOU PIANO HINGE 1999 REVISED 1 997 REVISED 6/14/96 REVISED 5/03/96 REVISED 08/28/95 REVISED A_ DATE REVISION ZAtil j ratiW A 303.11ON NNW MEMO MOO PROJECT LOCATION: ADDRESS PE EN CITY, STATE °p T sg STORE No. XXX PROJECT 80. XXX SCALE: AS NOTED n TE: XX /XX /XX DRAWN BY XXX REVIEWED BY SHLE1 TITLE: WA LI ('10. XXX THEATER DETAILS A 10 PERMIT GRID UNIT 00 -4 1/8' ED ELEVATION MERCHANDISE DISPLAY UNIT 6/14/96 5/03/96 08/28/95 SI - IEI I CE REVISED REVISED REVISED REVISED REVISION SCSI AS NOTED DATE: XX /XX /XX DRAWN BY XX REVIEWED BY XXX SHEET 11116: CASHWRAP AREA DETAILS STOREFRONT HG,MNG CONTINUOUS SATIN ALUM. CUP TO BE SECURED IN FIELD. HEIGHTS BASED ON IMAGE SIZES STO EFRONT PAN L SECTION 9 1/4' - F -8 INTERIOR PANEL W/ METAL TUBE SUPPORT LINE OF fAY 1N DEMO 11. GRID UNIT END PANEL �UNE WEDGE UNR BEYOND MERCHANDISE DISPLAY BACKWRAP SCALE: 3/4" = 1' -0" 13/8' PLAN OF CASHWRAP AREA 88 88 3 a 6 a.Mt. PETALLED BY TENANT SCALE: 1/2" = 1' -0" SCALE: 1/2" = 1' -0" 3 l /e' 2 X 2 METAL TUBES ANCHORED TO BUILDING STRUCTURE (TYP.) 0 10 -0' SHOWN AF.F. INTERIOR PANEL GRAPHICS (IYP.) FURNISHED INSTALLED BY TENANT WEDGE UNIT GIFT WRAP BOX i MELEE aNPNa THEM. V" lti PROJECT LOCATION: ADDRESS CITY, STATE .ma 9466 SEP - 1999 PEHMR ENTER STORE N0. XXX ROJ(CI N0. XXX ITEM A TOILET A.1 TO LET B SINK B.1 FAUCET B.2 CT- CT- PIPE INSULATION FLOOR DRAIWOSAM SERIES 30003 -A, 3 , W /6 ROUND NIKALOY STRAINER. DRINKING FOUNTAIN ELECTRIC IBOBRICK B -708 HAND DRYEW DIAPER DECK SOAP DISPENSER GRAB BARS ROOM DEODORIZER TOILET BOBRICK B -273 PAPER HOLDER L MIRROR COAT HOOK AMERICAN STANDARD "CADET" #999468.018 WI1t NTERLINE OF TOILET TO BE 18 BOWL W /SLOAN ROYAL FLUSHOMELER MODEL 1 46ROM SIDEWALL SEAT OLSONITE #95 (WHITE) AMERICAN STANDARD "LUCERNE" #0355.027 W ABBIEE CLEARANCE TO BE 29" MIN. H. WALL HUNG, 20" X 17," 1 1/4" INSULATED & 8" MIN. DEEP; SINK RIM SUER ACE CAST BRASS TO BE 34" MAX. AFF; SINK DEPTH: 17" MIN. CHICAGO FAUCET #802A- 669E206 SELF CLOSING FAUCET W/ 0.5 GPM FLOW RATE & 327A NON- REMOVEABLE STRAINER, #1016 & 3/8" ANGLE STOPS TRUEBRO LAV GUARD (WHITE) HALSEY TAYLOR MODEL HAC8BL -Q. BARRIER FREE FOUNTAIN, STAINLESS STEEL PUSH BUTTON ACTUATOR, AUTO STREAM REGULATOR BOBRICK 8 -6206 X LENGTH INDICATED, 1 1/2" DIAMETER BOBRICK B -165, 24" X 36" OR 8 -294, 24 ", X 36 ", AS REQUIRED BY HANDICAPPED CODE'.. DAL TILE #100 DAL WHITE; WHITE GROUT BOBRICK 8 -682 ti1ANUFACTURER /MODEL CT CERAMIC DAL TILE #DH87 DEEP PURPLE WALL TILE ro' ALARM PANIC .BUTTON 1 x 4" WALL LEDGER (TYP.) BY T.G.C. O MANAGER'S OFFICE ELEVATION SCALE: 3/4" = 1' -0" TOILET' ROOM SCHEDULE DAL TILE #2067 TENDER GREY; DARK GREY GROUT TOILET SEAT TO BE 17" TO 19" AFF HOT WATER & DRAIN PIPES INSULATED WHERE EXPOSED 36" AFF 36" AFF 0" AFF 84" AFF 33" 36" AFF; 1 1/2" SPACE BETWEEN WALL & GRAB BAR 40" AFF MAX. 60" AFF WEE weiES INSTALLATION TOP TILES TO BE BULLNOSED; BASE TILES TO BE COVE SAFE FURNISHED BY TENANT; BOLTED TO FLOOR BY T.G_C_ PHONE OUTLETS - SEE ELECTRICAL, DRAWINGS '. REMARKS 1- 800- 340 -5969 FURNISHED BY TENANT, INSTALLED BY T.G.C. FURNISHED BY TENANT, INSTALLED BY T.G.C. FURNISHED BY TENANT, INSTALLED BY T.G.C. ALL FASTENERS TO BE CONCEALED PROVIDE 1/4" PLYWOOD BACKER ABOVE TILE SEAL GROUT COUNTERIOP,NOTALL ON TDP OF LOZE4 � -c FF'), I OURN Of TELVAWT, UNISTALLED Br TG.C_ - 3,881DE HCRCIMU_ B ®CK@IG (TYP_) mSr 1 ■ ■u ■s2i /I 11Gi1■ ■■ ■�I■■ ■■■'i •1 ■ •■ ■I,■ ■1 ■ ■ ■■■u/I ■N'A ■ ■ ■■ ■0MIN /i■■ ■■■C67 ■■■■R ■ i■ ■1■ ■■■1■u1■■■■ 11 ■1■ ■■■■ ■ ■- ■■■■ ■■D ■1■■■■ •1111•1111 ■\\ ■1 II ME MIME ■1111■■■ ■11 1 i!e� ■■I■■ ' o 1 o LAZIER r-o'' WALL UPRIGi1665 (ES'P_) FURNISHED 83 TEIT81G ENSTALLED BY Ti_G.C_ LOZER %ELIA= (ESP.) (FEIRra8D Err SEKM&9) GRAB BAR SECTION DETAIL N.I.S. PROVIDE APPROPRIATE BLOCKING AT GRAB BAR TOILET' NOTE TOILET ROOM SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL ACCESSIBILITY REQUIREMENTS INCLUDING AMERICANS WITH DISABILITIES ACT (ADA) DRINKING FOUNTAIN ( SAT _ 1• -(1 _ \ D gi ■■■■■■■ ■II■ a a 1■■ ■■■■■ ■fe D 5p! I ■fi® ■e■■■■■ ■e■ ■ ■■ ■1111■ ■■■■►i■■■■■ ■■ern■ ■�m■■e■■■I ■ ■■■■ ■ ■LE?? ■■ ■■•■ ■■■■■■■■■■■■ ■1� te e■ ■■■ ■■w■■■■■ ■■N1M■■ • a 36 "x24" MIRRO w� RED WHITE R5 1 2( GRA 3A TOILET PAP HOLDER, 1 ■■:II®i■■■ ■ ■ ■N ■ ■ ■0■ ■ ■I /I■ ZIN ■■ME■IiI■ ■ ■s■■■■■■■■■■■■■■■ ■Ii■■ M■■ee■■INIMME■■■■■■■■ NIME ■■ ■■ ■■■0111E1e■■ ■1111 E MENIIri0 ■I: 1111■ INIFSEINESIMIDENIEMENNE I ■■■■■■■■■■■■IUA �! ■■ ■ ■ ■ ■ ■ ■ ■■ ■■ ELEVATION 1 ROOM DEODORI NEI . I cal ; ■2 I:1 i ii ■r N ■ ■11 ■■■■I ee■■■■■■ ■r ®■■■■1111 ® ■e ■ ■el■ ■■■ ■ ■anal ■ ■ ■ ■ ■■�■u■r ■■■,■■■■■N ■II ■I MINIENE■■ ■ ■1111 ■ ■■■■ ■■■■I ®III ■■■ ■ e■■■ ■I ■ ■ WHITE RED 6' -10• ELEVATION 3 O TOILET ROOM PLAN SCALE: 1/2" = 1' -0" HOOK (M) ELECTRIC HAND DRYER DIAP DECK (F) 1111 R ® III SWITCH PLATE 1/4" WHITE LEX AN K CKPLATE WHITE SOAP DISPENSER (G) -0" /2" ELEVATION 2 ELEVATION 4 WHITE MARBLE SADDLE - HANDICAP ACCESSIBLE, FULL JAMB WIDTH R008 DEODORIZER (0) DIAPER DECK (F) ELECTRIC HAND DRYER (E) FLOOR DRAIN (C) SOAP DISPENSER (0) GRAB BARS (J) RED PIPE INSULATION (8.2) DI P320 PROJECT SPECIFIC 1999 1997 rainy 11611.00P1 !way MOO@ FOR VPS 6/14/96 5/03/96 08/28/95 DATE REVISED REVISED REVISED REVISED REVISED REVISION PROJECT LOCATION: ADDRESS CITY, STATE C TMF I SEF PERM STORE 170. XXX PROJECT N0. XXX SCALE: AS NOTED DATE: xx/xx/xx DRAWN 01: XXX REVIEWED 0Y', XXX SHEET '11TLF MGR'S OFFICE, RECEIVING DESK &TOILET ROOM DETAILS SFIFC'L I10. A 12 D 1999 ENTER A.B. ACOUST. ADJ. AFF. AGO. ALUM. ANOD. APPROX. ARCH. ASPH. AUTO. APP. ANSI. BD. BLDG. BLK / BLK'G. Bat B.O. DEVELOPER M B K NORTHWEST LIMITED 7690 S.W. MOHAWK STREET TUALATIN, OREGON 9' 7062 TEL: (503) 691 -9500 FAX: (503) 684 -7272 ARCHITECT BENNER STANGE ASSOCIATES ARCHITECTS, Pe. 5000 S.W. MEADOWS , SUITE 430 LAKE OSWEGO, OREGON 97035 TEL: (503) 670 -0234 FAX: (503) 670-0235 GENERAL CONTRACTOR SIERRA CONSTRUCTION CO., INC. 167115 N.E. 79th STREET REDMOND , WASHINGTON 98052 -4425 TEL: (425) 885 -3797 FAX: (425) 885 -4330 TENANT ZANY BRAINY 308 EAST LANCASTER WYNNWOOD, PA. 19096 TEL: (610) 896 -1500 FAX: (610)896 -3820 CONTACT: MICHAEL A. LEVIN (610) 896 -3069 JOE KARAFA (610) 896 -1500 EXT. 2106 ABBREVIATIONS AT ANCHOR BOLT ACOUSTIC /AGGOUSTIGAL ADJACENT ABOVE FINISH FLOOR AGGREGATE ALUMINUM ANODIZED APPROXIMATE /APPROXIMATELY ARCHITECTURAL ASPHALT AUTOMATIC ABOVE FINISHED FLOOR AMERICAN NATIONAL STANDARDS INSTITUTE BOARD BUILDING BLOCKING BEAM BOTTOM BOTTOM OF at PARKWAY SUF1 TUKWILA , WASHINGTON SITE "A" AND RELATED BUILDINGS IMPROVEMENTS CAB. GER COG. CLR COL. CONC. COND. CONN. CONST. CONT. CORR CU. CFA. G.I. CJ. GMW. m OR DIA. DBL. DEPT. DIM. DISP. DN. DR CABINET CERAMIC CENTER LINE CEILING CLEAR COLUMN CONCRETE CONDITION CONNECTION CONSTRUCTION CONTINUOUS CORRIDOR CUBIC CUBIC FEET PER MINUTE CAST IRON CONTROL JOINT CONCRETE MASONRY UNIT DIAMETER DOUBLE DEPARTMENT DIMENSION DISPENSER DOWN DOOR GENERAL NOTES L CONTRACTOR SHALL Y ERIFY ALL DIMENSIONS AND CONDITIONS a4 THE DU.S. AND ON TI-E JOB PRIOR TO EXECUTION OF ANY WORK AND SHALL NOTET TFE ARCHITECT OF ANY DISGREPANGT_ CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS WAKED DIE: TO HIS FAILURE TO DO SO. 2. ALL MATERIALS AND ILORQ4ANSHIP SHALL OCTFOR'M WITH ALL STATE AND LOCAL AJRISDICTIONAL BUILDING: CODES AND REGULATIONS- 3. NEITHER THE OWNER NOR TFE ARCHITECT WILL ENFORCE SAFETY MEASURES OR RE.-ILA- TIONS. TFE CONTRACTOR SHALL DESIGN, INSTALL, AND MAINTAIN ALL SATT DEVICES AND SHALL BE SOLELY F,_SPONSI6LE FOR COI FOR` NG TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LANG AND REGULATIONS. PROVIDE FIRE EXTINGUISHERS WRH F.QUIRED SIC3 U`Lz AS REQUIRED BY FIRE DEPART- PENT FIELD INSPECTOR DURING CONSTRUCTION, PROVIDE A PORTABLE RIM EXTIN- GUISHER WITH TYPE A,B,G RATING WITHIN 15 FOOT DISTANCE TO ALL PORTIONS OF TFE JOB. 5. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS, AND FIRE ALARM SYSTEMS MUST BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHALL, Fit SPRINKLER ENGINEER AND TENANT PRIOR TO INSTALLATION OF EQUIPMENT_ 6. ALL DIMENSION& l'O FACE OF STUD UNLESS OTHERWISE NOTED 1. MECHANICAL, ELECTRICAL, AND PLUMBING PLAN'S TO BE PROVIDED BY THE GENERAL CONTRACTOR AS PART 6 DESIGN BUILD. DWI. DTL. D.S. DP. EA. ELECT. EL/ELEV. EQUIP. EQ. (E) EXIST. EXP. EXTING. EXT. EJ. E.W. FDTN. PPE. PIN. FIN. FACE FL. FT. FTC. FE.G. F.OF. F.O.M. F.OS. DRAWING DETAIL DOWNSPOUT DOUGLAS FIR EACH ELECTRIC/ELECTRICAL ELEVATION/ELEVATOR EQUIPMENT EQUAL EXISTING EXISTING EXPANSION EXTINGUISH/EXT INGUISHER EXTERIOR EXPANSION JOINT EACH WAY FOUNDATION FINISH FLOOR ELEVATION FINISH FINISH FACE FLOOR FOOT FOOTING FIRE EXTINGUISHER CABINET FACE OF FINISH FACE OF MASONRY FACE OF STUD GALV. GA. GEN. GL. GYP. GYP. BD. GL. HG /HCAP. H .G. HDR H ORIZ. HR Hi. H$. HM. IN. INSUL. INT. JT. JST. LAM. LAV. GALVANIZED GAUGE GENERAL GLASS GYPSUM GYPSUM BOARD GLU -LAM HANDICAPPED HOLLOW CORE HEADER HORIZONTAL HOI1R HEIGHT JOINT JOIST LAMINATED LAVATORY DIRECTORY BUILDING DEPARTMENT CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WASHINGTON 98188 TEL: (206) 431 -3670 FAX (206) 431 -3665 PLANNING DEPARTMENT CITY OF TUKWILA 6300 SOUTHCENTER BLVD TUKWILA, WASHINGTON 98188 TEL: (206) 431-3672 FAX (206) 431 -3665 HOSE BIBS HOLLOW METAL HEATING VENTILATION AND AIR CONDITIONING INCH INSULATION INTERIOR MANUFJMFR. MAS. MAT. MAX MDA. MECH. MEMB. MEZZ. MH. MIN MISC. M.O. MTL (N) NOM. NO. N.I.G. O.H. OPG. OPP. PER^. PLYW'D. P$. P.T. P.TD. MANUFACTURER MASONRY MATERIAL MAXIMUM MEDIUM DENSITY OVERLAID MECHANICAL MEMBRANE MEZZANINE MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING METAL NEW NOMINAL NUMBER NOT IN CONTACT OPPOSITE HAND OPENING OPPOSITE ON CENTER PERFORATED PLYWOOD PARTICLE BOARD PROPERTY LINE/PLATE PRESSURE TREATED PAPER TOWEL DISPENSER BUILDING CODE U70.4701. 76022 T a_ ESA EDETC. iIIMR21.'n MILD.. CAE `.1 . -TON . ETDc - D C_ CONST.102TON1 31T P1= V -15 47 SPRAKL OCCUPANCY. GneDUP= YU ZONE CL.fi C -4.70. u£9C -DUST F. SEiSi: JC ZONE 3 Q._ . UBC GiA. �_Z 16 FIG-. 16 -2) G AILL 3'Ia.. 23...^.+z• - 52e9 S F TEN`AN'T 7d'e5 SE.2c, °L C Y Pte' E1- �_fC^3s CODES. RE TO TI-E DRAWING. FOR n CC.421GCLa REINF. REQ. REV. RM. SGHED. SECT. SET. 5HT'G. SQ. SQ., SIM. SPEC. STD. STN. STOR STRUCT. SUS ^. SYS. S. AND S. S. AND V, SD. SM. S.S. RE INFORCED/RE INFORC ING REQUIRED REVERSE ROOM RADIUS RAIN DRAIN/ROOF DRAIN ROUGH OPENING SCHEDULE SECTION SHEET SHEATHING SQUARE SQUARE FEET SIMILAR SPECIFICATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYSTEM STAIN AND SEAL STAIN AND VARNISH SAW CUT /SOLID CORE SOAP DISPENSER SHEET METAL STAINLESS STEEL TEMP. THK TYP. T T.G. T.C.I. TJ. TDA. T.O.C. TAD. TAP. TAM. T.O.P. T.P. T.PD. T.S. T.OS. T.O.W. UG. U.B.C. UN.O. 1/EN. VERT. Y.C.T. W/ WD. WIN. WP, WT. W.C. WP. KEY PLAN TEMPERED THICK TYPICAL TONGUE AND GROOVE TOP OF CURB TILE COUNCIL INSTITUTE TROWEL JOINT/TOOL JOINT TOP OF ASPHALT PARKING TOP OF CONCRETE TOP OF DECK TOP OF FRAMING TOP OF MASONRY TOP OF PLATE TOILET PAPER TOILET PAPER DISPENSER TUBE STEEL TOP OF SHEATHING TOP OF WALL UNDERGROUND UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE VENEER VERTICAL VINYL COMPOSITION TILE WITH WOOD WINDOW WATERPROOF WEIGHT WIDTH WATER CLOSET WIDE FLANGE SHEET INDEX ARCHITECTURAL AO Al A2 A3 COVER SHEET FLOOR /FIXTURE PLAN and DETAILS REFLECTED CEILING PLAN and DETAILS GENERAL NOTES and SCHEDULES TENANT PROTOTYPICAL SET LIGHTING / ELEC. NOTES A ALL ELECTRICAL WORK TO BE DESIGN / BUILD. B. ALL EXTERIOR LIGHTING FOR BUILDING AREAS TO COMPLY WITH WSE.C. SECTION 1532. C ELECTRICAL CONTRACTOR TO PROVIDE PLANS, LIGHTING SCHEDULE AND / OR SUPPORTING DOCUMENTATION, AS REQUIRED IN WSE.G. SECTION II41. D. ZANY BRAINY TO REVIEW AND APPROVE ALL ELECTRICAL WORK PRIOR TO START OF CONSTRUCTION' SOI.IfHC WRNS 2n, author, t col* or Gib Dig 0324 NTER PARKWAY Dqq VICINITY MAP ANDOVER PARK WEST SITE E PERMIT -1:_. RED FOR: �_ / .'CHANICAL ✓- --CTR :CAL I PIPING TWILA P I ! VISION N W Z S W L �I a O Z z W M CC as ® W Z r\ Lfo- 1-Q � Ne z Z s L M I- Z� < N PROJECT NO. 91111.1 AS No.2 DRAWN BY BGG CHECKED BY RS. DATE AUGUST 31, 1339 REVISION TI- IG -AOD. COVER SHEET RECEIVED OIT1' OF TUMM Fp - . IgQ PERMIT CE BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEAD3W8 180 SUFTE'439KW LAKE OSWEGO, OR. 97035 Iggq (503) 670 -0234 FAX (503) 670 0?�35 afii.0 lame beaam AO r N. ux R S P pOC1 V INEN! ISUVVOHiB�1�IEwrtwI0U11TMU,x fURu r r +i9i'IOH c aexRty v,so i[c 4 v O DEMOLITION PLAN 1 /8„_ 1' -0° Pz'va- NE-IT 3 - - zFt.CR DOM. PATC4 AND EPAIR T M rATC -, EWSTSG • W /A.. `+ L REMOVE EXISTING DOORS AND STOREFRONT TO PROVIDE NEW VESTIBULE AND GLAZING SEE PLAN AND ELEVATIONS ED r7CL5TAJCs Don. TO SE X17 PROVDE NE11 6'- 450 -4• SA6 -CUT OPENS., sty ALL IrU DEL_ 3'- OScI' -0' Art MET DOOR PATCH ANA FEPA'R TO MA.TO4 DUST.. ( r NOTES — DEMOLITION PLAN E. COR INAGTOR SNAJL NW., ALL ERVI NG GPIQITIOW vow, OTIEN JONG AND REPORT ANT CASCREPANCXES TO l7 ANC AIN MON TO CAMPERONG ANIT WOW 1 ALL DOORS, GALLS. AN7TORN.A,.C... a`'O17s`: LIAE3 AWE TO E. NESTONE'S ARD DISPOSED CP YINJE56 MT.ERIUEE NOTE 3, ANY ONSTAGE 'MIAS?TAY ZCLt9R DURING DB'DOLTTI AlIO/OROWNENN]CTIOR DIE TO .$ CONTRACTORS FAULT SHALL EE THE CORIACTOIRE FRUIT AND° .I !°E RESTD ED TO ORGIR6L' CGMDL' ro. AS 'ME OOPMFNCTCRE IDTPE SE. 4. 'R MN CNCE CCP AN' "4 O=A GAY.. EXEFORE NO ALTBRATTO N TO TI:. GUILIDNGrS GTRJCS€IRAL SII3" ARE AU u,rn 6. COORDINATE SSIANi TE LAIIO O DOR I+7 Re°Re.eca T..c rim TO AMR T t'TAATNTA6A AWL IRFE SHPARATIIONS cameo. TE44NMIP SPACES A5: fEDDRED E1' AMT C OR RERRADDR rum .s DEMOLITION WORK & PIMEMATEE-r UPON COMPLESORGFDETOLLTLN,'.ALL comma. AND MEN51M&AAE TO BE FOR VARUANCEES_ REFeverr orr VECREFANDEE IMITcIA1'EX TO THE E GC. MST Rte'. TE TINE 566E PRIOR TO ..11.51ION OF W5?t- Efi,E6D 7O ANCIOP ATE AMT DEVDATION SPD4I`DAT NOT BE 5N01114 ON TRs EiAR OR AR4 OPE ...NEE LR TWIG C5! R DTI ON Docum V65 I0 ND MAMMALS ARE Aid°. AEONE TFE NG. , Ca Lsa. LL S. CONSTRJCAAON ENE t5 TO ^R R'T T.., CONSIF.ICTIOV. SHALL SE 0 C A5 PER TWE Lam. AS OF THE LANDLORD 0 TT. NETER TO SCOPE OF tam ISORG S B. ( EDRec.4 DR FOR 3EfARC44C PUREPEs L6E5, ETC - ENCOUNTERED ENCOUNTERED DUB OSNOL670M. ANT AEANDOTED ANDIORNOT USED E 9"ETTi FFIXFUE5, ORM, ETC,, SNALL BE FROPTTNE IOF3 57RE. r 6. RE .R TO SCOPE CF N ED SIORK ONE DRAWN. FOIE ANT LIPIE f D "L MOWERS, ETC. ENCOINIERED DURNC- DE'OLP' RON ART AEANDONED AV1.01E U� E 'ENT, E S, DIICTGOIK R1d5T� EfC, DART_ BE ...TT TK{ JOE 1 - NF CC 5H _L F ATE ASST.OSTING L.E. 5E C... STASE,CONIESI IC 612'32 SE.2 LA!E: C-AS LID. ETC, IF FECOR. TO AC>rONTIODATE THE NEDRORC ART .04 EOM MST EE 02 MINT4 T. LANDE.00D E- AMC U 1AT E XST.. COFF3TTSSNS ST A'CT4 SRAr CONFLICT MP 114E PRA WOW. WO MAY AND nOOPCATIOM, RELOCATION AND O.R RSTOVA_ SPA, E. DE TIR. AND REPORTED TO P. AFEW 4T CT AT ONCE .. - AN:' PBODFICATWIN TO S:INC- ' .c 5q 6v 4PIST A ES.'. , 5 - ^' IN ASEA4l.L AD C `TE" SATN5 LANDLORDS F ATIVE r coRrnAGTOR TO Pik FOR ALL T ARG ks4mniG lq.. f ..05,_ NOTES — FLOOR PLAN L CONTRACTOR SHALL VERIFY ALL E7CI5T6IG CONDITIONS, VERFr DIMENSIONS AND REPORT ANT DISGREPANCES TO PE AsaATEC PRIOR TO COYT'7ETOR. ANT WOW_ LEG — FLOOR PLAN EXISTING STOREFRONT SYST.1 NEW STOREFRONT SYSTEM EXISTNG WALLS TO REMAM E xiSTNG WALLS TO REMAN WIP-1 NEW FURRNG DUSTING WALLS TO RDIAN WITH NEW RIRRIING NEW 3 5/B' MTL STUDS ® 16 OL_ -SEE SECTION 3/A3 NEW 3 5/8' MT, STUDS 6 I6' DC. WTH SOUND INSULATION - SEE SECTION A/A3 hEW 6' MTL. STUDS s 16' O.G. WITH SOUND INSULATION TO STRUCTURE ABOVE UNO. Ci.9i4 ffi RESIR .T'I 1186 NEW ELECTRIC 5. PAN WfEL S0ARD �� STOCKROOM IC.L.AR EPDX: 102 GEALED coNCT.Et F —I — COR'K GiAROS TTF FLOOR PLAN 2 1/8 =1' -0" LUMN 10� 0 0 for F76'-0 VERIFY ['FY - t7 1 - 6' -4' 3' -13/4 I I 1 I w'Y T,2 UCII 1! S�iP�nl9 1— Z w M 0z CC w xa I o M CC L4 Q co 0 ® e 4 NJ PROJECIT Nib. DRAWN DV DRAWN CHECKE ELY - R5. DATE AUGUST 31, REVISION x11 T1 A , IiN-R ASSCIOIAT::S ARCHITE <ITN, I'.0. 5000 S.W. ME /1D(: N3 f10. SUFE LAKE 0SW60(• OFF' 9'/035 ()001 6; J -0:34 FAX f, 50)7 6; ) -0:35 bar :Almae. ch.com witioni I • a ' 1 1 <l DEMOL..I1 0 v PLAN and FLOOR PLAN ®� F1 5 FA D IMES111 5. 51 Maii1l1 ®5111% I 1 " M. NEWANITAMingirnilli MEW ' IIIMIMIIIIIIIIIIIIMMOILI 111nl1111M11,11,11/11111 / i�� � I � � I II�1 � I, IF111®5 ®1115 ®5115115® 11 � 01 sue! ► /M11/111 ►111 /IIII�►I11511I i I 1 ELIIIIIMMI111111111111111 I , E 5511 /111111//11r 11 ®%1, pE .. 1 1111 I 11 1 emirin 1 /®11®I/II/IIII®FA8®11511ali '1 : v v I A A I A I A I'. --1 A -J - A NIFAMi0 %®111►11I1 ®% 511 511103 1! , ! 1111.1®10 11 1 III _x 11111 /IIG ®II _ ;111110 /II MI1 i fi _ III,®1®III�III� _ uI INT1511111/1IIMINF11�1BE5115 = 11 1111111110"11 1111 A A A I11111IIIIIuIIIMIN UHIMINNIN IsRIMM ll /NINEII11111111111110 %® / /11,FAR 1111EIIlh11■litil•I1U A1MIER Il 1111'®®► n5111511/I■%M/111/11/11/ ■111 1 Ip...I■■■le1. WIELIELIIln�■u® P� 1!II iiiiIIiirFii A �:_�:' SIM. 0 ID O 1 REFLECTED CEILING PLAN SCALE: VS" • be NOTE: APPLY R -2I BATT INSULATION AND VAPOR BARRIER AT UNDER SIDE OF ROOF STRUCTURE. 0 NOTE: PROVIDE LATERAL BRACING IN CONFORMANCE W/ ALL APPLICABLE CODES AND STANDARDS 1991 UNIFORM BUILDING CODE STANDARD NO. 25 -2 METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS !COMPRESSION STRUT) SECTION 25212.5 c c1 LATERAL FORCE BRACING LATERAL FORCE BRACING FOR SUSPENDED CEILING SYSTEMS: WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY 4,2GA. WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING, a STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. iHEbE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED IT OC. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL. ATTA CHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BL ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF b" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRE& SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 2mo LBS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHING LESS THAN 56 LBS. SHALL HAVE, IN ADDITION TO THE REQUIREMENTS ABOVE, 2- •12GA. HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK LIGHTING FIXTURES WEIGHING 56 LBS. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE USING SGA. WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. O 2 SEISMIC BRACING SCALE: Norio SCALE CEILING PLAN NOTES CANOW 6.1.1GE ,BOX LOCATIONS SHALL HAVE A 2E AMP 0TCU1T * } 7,4.4N7 PG.E'L AT RS' -S' AFF. INSIDE CANOP` WALL - c CEL!NG !G..: S SHOLN ON PLANS OR W.A. :A!.ES AF. FROM FINISH FLOOR TO F., CEILING. • COOK CVNATE T.R'CAL. AND MEGA4 A 4L DRAWINGS FOR LOCATION OF AR S. F- vz SPRING' -R LEAA+5 AND BME,.. ENC1' L4TT1C-.. ETG NOP.FY THE AReATECT_ CON PICT OCCURS. 4. ALL NEIL LIGHT FIXTUI.S e. ° XI I BE SUPPLED BY AND TLSTALLED BY TAE LANDLORDS GENERAL CO4TRACTOP'�'NG:AIDING EMEIRGENCY LIGAT5 AND EXIT LIGHTS. OR A5 N ON PLANS 5. IT IS THE FIFE SPRINKLER CONTRACTORS FESPOT151BILTY TO SEMI IRLAN5 FOR' MODIFKATIOI OF THE R!rE SPRINCLER SYSTEM AS REAMED TO ACCOC:MODATE III. !E3 TENANT SP ACE.. SPRINGER CONTRACTOR SHALL CONTACT Ti+ CITY Flt reARGALLLIE OFFCE FOR TAPS IZVIELI AND APPROVAL AND TAE ARCHIT ECT PRIOR TO NSTALLATION E.. ALL FNISHING AND PANTING RE2'IfEi SHALL BE. DIRECTED TO PNISH SO..EDULES S°ECIF'5T FOR T15TR IONS. ALL PAINTINs AT GYP. BD. cELINa SHALL BE EGGSHELL FINIS, • S^s BANKER P_ACEM.N' D41Cz. FOR ADDITIONAL NFORIATION ON BANNER PL4G- TENT. a SE=_ ELECTRIC PLAN FOR EXACT LENGTH, MODEL NUMBER AND C'RGJ!TT1G- I FORMATION FOR EACH LGAT • 5= , cCHANrCAL PLANS FOR EXACT LOCATION G D!n`-JSERS. f.TUR'1 AIR, ETC. Ie. EXISTING SPRINGER HEADS SHA71 AS FOLOIS STRICTURE: CHROME, =END., TYPE- TL'RL ---D uPRIG+T ACOUSTICAL CEILTYa AND SO.: 1:5: - MIN. EI TO ANT GR7_ DISPLAY SOFFIT :WHITE, RILE_': -FE ES. TEN. GC_ TO cVUFU TT- CEfLI?L I -EIGHT A. AS SHOLN ON FLAN ROO FN E+ M TW EVENT OF DISCFEPAVGES BE JEENr avANTIrr. LocATIONS AND/ cR TYPE OF LIGN G AXTURES BEI EEN ARCH C AND EI =RING DRALANKG NOTIFY ARG-17_CT FOR DRAUINCS GOVE.RN • LANDLORD TO R., TO TE:ANR a CO`%P� = NON 'vF CONSTRUCTION T. FOLLO:V N DO !2) QED X-3 CP SALES A.'.A . EIL!NC- TILES AND ONE a) UNOPENED CONTAINER OF EACH TYPE G= LiCa}T BULB USED_ B. GENERAL CONTRACTOR IS R= SPO.JSIBLF :'OR T E. QUANTITY CF c^AT -fie IA_5 ON THIS FLAK NOTir ARCHI EC G DISD,PPAN'CE5 BETWEEN ".d' SANTfrr 011SED AND QUANTA, SHOIIAL LEGEND - CEILING PLAN LIGHTING LEGEND D ESCRI FT[ ON ORES- ror R7 ,4 rs.. E r,. cr erziz^a 5.E.'. ABP. EKc CRO., 1 !I'GT L.OS 45- (7,_¢ TO 1-C Iv�CESSm rYd,:' M R_LCENT aXTUFc mS_ • ¢AS 1. . rF . 9 wEi.=.E_Tw RAT:atAreE(F• D7 ED - BC•1119'X S' 9',9 CaL HMEEy MOO, • FLG; ?GJ�CE!E a Tv L rma .C9E Sri 593E T 3IIIBfLIa LL4 -LT r�i aKaI FE�O¢'UJac . 1.1.170129'X13 - RYa Lr.'ra'_zrma • .1.12.71.• aTRIP RWO1F -SONT 8 0' = MOOE •a rF. ¢�� VAL.M atIO.SONT uu9BEl ■lopEl. •r)g=E /1 n rz LIMACEL IXr TUC. A51 WrH Rt10IE BARE¢I' IMR M SOCIFOCV(REF_R TO 1ECTRICALI RTE ELEL 4 BtLUS YTE c 321TBOLI. z LAm w F�uo INSULATION SUPPORT WIRE INSULATION UP WITH IS GA. WIRE STAPLE INSULATION AT EDGES ONLY MIMEO 1— z 5 w to ac w Oz CC W Q- �w Z Qenr' ›- >-> z 4 , :r se 6 c M z N PROJECT NO. 971111 A/S No. 2 DRAWN BY BCC CHECKED BY RS, DATE ALIEWST 31, 1999 REVISION O z FA 2 RECENEC oIT'roFTUm ILA SE° 99 PERMIT CE ER TI_IC -A2 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 but* beaarch.com RELECTED CEILING PLAN and EXTERIOR ELEVATIONS A2 SCALE: I" • I'•0" EIEWAIN31111 C•dHitr TOILET ROOM DETAILS • 13-EALST. EAO.4 STDE OLiP OR TA. (4,10-16 5CI,PU.B 2 C4 CHANTEL, 2 IN 4 ? 11 Ef - ELEVATION 4 PLAN 0 WALL SECTION ScALE: In • l'.0 CLEAR DISTANCE GAP FOR DEFLECTION GAP FOR DEFLECTION INTERIOR TRACK SPECIAL OVERSIZE DEFLECTION TRACK 2 MIN. DEPTH L TO TO. TO STABILIZE PEIROZSTN.r WITHIN 12' OF SUF. TRACK CHANNEL ® DEFLECTION HEAD RR OUT WALLS TO BE FLUSH WITH COLUMS SALES AREA TYP. 2 ,2771D - g% ' .2. 6 X 20 GA. STUDS AT IS WITH 5/S• TYPE GYP. BD. EACH SIDE GYP. BD. TO BE TAPED 4 SANDED READY FOR PAINT FINISH. CONTUNUE GYP. SD. TO UNDERSIDE 1 OF ROOF SHEATHING, , BOTH SIDES. SOUND INSULATION AT DEMISING WALL ONLY F NOTE: REFER TO STRUCTURAL ROOF FRAMING PLANS FOR NELU AND EXISTING CONDITIONS. ELEVATION 3 1,4 it 4 V4, ELEVATION 2 11. aNN.M.18. 7:1 ELEVATION 4 NO,S L:4L.L. CER4 71LES o4ERR- - Ls.•■ OE f. O CERAMIC TILE LAYOUT N.T.S. • G.C. SHALL FURNISH AND INSTALL CERAMIC TILE - r‘ . 0 TOILET R AS SPECIFIED ON ThE SCHEDULES 4 1,-SPONSIBILITIE S4-EL,LA-1.7 TEN ac. TO REFER TO TOILET ELEVATIONS ffC TIL. PATTERNS_ TOILET NOTE TOILET ROOM SHALL:CO TO ALL LODAL, STATE AND FEDE ACCESSIBILITy REOUIMENTS INCLUDINS'AMERICA WITH D1645,71E5 ACT CADA/ BUT NOT LIMI,D 70 TLE FOLLOWING WAT'ERCLOSET SEAT HT 11 TO le• APE. C.ENTER LINE OF UJATERCLOSET: le FROM SIDE WALL GRAB .eAR BEHIND WATERCLOSET 36 LONG. 33' TO 36 APP. GRAB BAR DIAMETER I-1/4• TO I-1/2 SPACE BETWEEN WALL AXE, GRAB BARS I-1/2• TOILET PAPER DISPENSER .• MAX. FRC, REAR WALL, 2 AFF. KNEE CLEARANCE AT LAV 29 MIN HY AN/2 V MIN. DEEP_ LAV. DEPTH LAV. H.W. AND DRAIN PIPES INSULATED ',ER EXIFOSED LAV. RIM SLIACE 34' MAX. 40 AFF. PRIVACY LOCK SHALL HAVE LEVER TYPE HANDLE DIAPER DECK: 42' AFF. HT. STORAGE CABINET: S4' A HT. ELECTRICAL HAND DRYER (PROVIDE BLOCK., WALLS FOR ALL TOILET ACCESSORIES INCLI,INC,. THOSE TO BE INSTALLED BY 7 .- --- STAGGERED BRACING - ALTERNATE DIRECTION LINE OF CEILING - SEE ________ CEILING PLAN AND FNISI-I SCHEDULE FOR CEILING FINISHES 3 S/V METAL FRAMING AT IS OC. TO 6' ABOVE A.G.T. 10 2:r=VIE WALL BASE- REFER TO FINISH SCHEDULE 3% 16 GA. CONTINUOUS METAL TRACK CONC. FLOOR SLAB (E) 7,7777L, w Mcc g Oz ° ccw 0 -0 - 2cr Ha_ ZD 1 -r- 4 <Wr z 9 • C 17C t CCU_ ' L _ >- z < N PROJECT NO. S1111.1 4/5 No. 2 DRAWN BY z BCC CHECKED BY RS DATE REVISION: AUGUST 31, 13S3 TLIC-A3DWG cn-froM • SEP PERMIT C BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SLOE 430 LAKE OSWEGO, OR 97035 (503) 670-0234 FAX (503) 670-0235 beaebsaarch.com ENLARGED PLANS and DETAILS A3 NON—BEARING 3 5/8" METAL STUD WALL SCALE = 3/8" = 1-0" Dctq-1;13-2c) DOOR SCHEDULE iNO_ LOCATION 999 SIZE DOOR FRAME REMARKS vaD71.1 r 1T I TM HARDWAI' RATMa MA1EWd_ GLASS FESESI MATERIAL F%9i G OCETINS-ESITATET DOOR (2J 3• -0' 1 l• -0' j I3/4 C-R011p• I NONE ALL,NRTM tJ PANT A_IP: PART 3URAWAL cJCU IC RED fi F 3,5 I 1' -0' 13/4' GRLV,'p I NJt.'E UIOOD NONE PAINT FM1. PAIN, 5 170L:: 3'2' T -0' 13/4' GROUP 2 NONE WOOD NONE PANT H."L PANT GL. TO : JRn. AND iNST dLL . A I1., --, 'R,Y29 3 l' -0' I3/4' GROUP.2I NOINE WOOD NLt• PAN H, PAR -, GC-TO av, ,. sir .Ac.. RQ7J, dDA 51 5: E2DT, DOOR 3'2' - F -0' 13/4' SR...5 13/4 HR HM NONE PAINT HM PAINT env =q / RE . 4'2' i 1' -0' 13/4' GROUP 9 I 3/4 HR WOOD NC4.E PAINT HM I PAS Z FR.. coaws s k ^ cter ....- - j T -0' I' - j NONE WOOD NONE PANT WOOD P AINT S �RIFIM DOOR ' C2) 3'-0' 1' -0' 13/4' GROUP .3 13/4 HR NM NCJNE PAINT HM PANT ROOM SCHEDULE NO SPACE WALL BASE FLOOR CEILING REIvtARKS MATERIAL FINISH HEIGHT .� 1.1•A PI ACT-I "CT ..,-: -a' A= R R TO s. = LrcAT1a: Mdr_R;aL 4..C+ RASH cGJICT'EFS. . S-70 ROx PI CLEAR EPDXY S =ALANt ACT-2 AC F: _0' A=-' I -R TO 5,, FICATI'O N FOR MATERIAL AND FNiSH'cQ:IREMTS. . .`1_\'"GE 'S'3. -r ICE PI VGT -I ACT-2 ACT - i A R .R TO S,CFICATION MARIAL A," FN. FeouifErl 1r8. r �. TOILET ROOM P1 /CT-1 Fl CT-2 Ac -1 ac 9 - 4.-÷- - fR i0 SPECIFICATION FOR MATERIAL FINISH. -OUT, chi ��TS. O=iG_ PI VCt -I ACT-2 AC F_0•A= ,F,-R TO SPECFICATION FOR MAER! AND F'N154-1 RELNJ1,Mo,rs. HARDWARE GROUP FINISH SCHEDULE Grow #j (lay A,„ CEIVBL= Group #2 (TOILET ROOM DOOR) MATERIAL MFCR. SPECIFICATIONS (COLOR COLOR LODE) TAPED SANDED AND R£ADT FOR PAINT -.7404 D 222IRS,A_ HAVE- -- - 'R FAR STA'L -^• ,E131, ( •� - - e_ x4 V2' x I.E.D. LA;� : =��O= .-A; _ =/F,� -t .sue eTC4FiNFZE L3 20' -H'' ea R (6Z' ^C c- DOZ^A, 30a S.ES RN ALUM s P L S}; US26D. F STOP 1', ,.433,.6, r <VC -��- _ -4 = L'4• 4kG. EC -S ?O! 33 1' 0 " - T =S, i0 r 110 --FIDE G DOOR ^AWL= '..r^- Si} DAL Yl Z_-d 31,;3 40. DOOR \ HO. 0$�N EACH DOOR SPALL HAVE: 3U -S i 4 - IR PAIR STANLEY FH3HI, 112' x 4 IR' x U526D LA ', .S I EMBA5SY LEVER LOCKSET PRIVACY LATCH RNCTION FN: BRIGHT CHROME (625) CLOSER: DORM, T6a0 BERES FN. AL.. o FULL SIDE), 1.1926D, REO'D BY CODE KjoieFLAiE LB., WHITE V4' MK. EDGES POLISHED, I' P ALL =ODES, i0 I' GFr UNDERSIDE 0. DOOR HANDLE (SALES SIDE ONLY) -" _ ' - . -. 4a. F LOOR ST OP: IVES •438, U526D. COAT HOOK RIGID/PAK REI 988 ALU CLEAR ANODIZED FINISH (U PER DOOR MID. s 5'-0' N FF. ON TOILET BIDE. PAINT YELLOW,, 536 PAINT • RED, 5004 PANT ., PURPLE, •138.6 ALL a PAINT BENJAMIN Ma. CHARCOAL, , F631 PANT SHERNN WILLIAMS DAR: FV R'L E, K38A102yATE %'R' (01) TOR"LI VIOLET42/32,1/64 �DS/32BLUEV64, LLWITE6/32 PAINT ' • S AFTY RED- METALATE%- 6204069 (GAL) PANT • • -- - 2,ec ULiRAAUEEP H'ILABLUE bOZ48/32,VIOLEi42/32WHITE 20ZS0J32J3LKI6/32 PAINT G N 084101 LATEX 'R ' (DU 2 J BLUE 23!!2 G REEN 233 1/64 U UITE 26 /32 1 /64 YELLOW 5T/32 f PA INT SHe... S i . T _U, f -73 06 ,4 Y FORINULA VIOLET 2932 IWITE 2 OZ 22/32 CERAMIC TILE GLAZED WALL TILE (REFER TO DETAIL ST(J Group #3 ,42 ( ) Group #4 ( TRY DOORS) CORNER GUARDS GUARDS ACROVttN ACROVYN 51-20 (8' -0' N.) COLOR 933 MISSION UNITE 5.91,5 (8' -0' H., COLOR 933 MISSION WHITE CORNER GUARDS PALLING PROTEK CG- 402 -90 %' ALUM W/ SATN FINISH E� +JOCRSI4. B.:T> 1 - IR PAR STAKLEr FBBHI, ' 1/.7 x 4112 P. • x .6,NR DU- }-yIC. ARROW WO DEVICE 100 y_Ti ILA) ROD F1K _ PgyjER MUM (U ONE PER DOOR 0-09-12 W/ DOWA., 7600 SERE. FIN ALUM- NOI-D OPB, . P.-161D,, U826D. t4'"KPLA _- RCCKLOOD •J102 (). :i526D x PTA', E BOTH SIDES - O i' UNDERSIDE E DWR HANDLE .ILENCER IYcS 5!0. PROVIDE A PEEP -HOC - c e 5 AFF. UEATI.ER TRIFPNG- EACH DOOR SHALL HAVE: BUTTS PAGER - -681219x 4 1/2 x 4 112 .6 D. NRPx U526 LCN 1461x D SH , ALUM. ON PU S1DE "T"' MERE r HIGH SECURITY DEADLOCK WITH OJE 1 5/32' DIA 5 PIN GTLIWERS (EXTERIOR SET ONLY) BILENCERS: IVEB •20 THRESHOLD: I/2,4 WIDE (EXTERIOR SET ONLY) PUSH/PJLL: HEWN HANDLES ITEM 9 Gr.,,, 94 YELLOW BAC'C T O BA CK TYPE V A T DOOR STOPS: PAGER 240. DOMESTOP VINYL COMP TILE ARMSTRONG EXCEL. 51836 SHELTER WHITE (GREY) CARPET DURK. PRESIDENT!, SUITE, PATTERN V -1074, ROLL OR 2 CARPET DURKAN PRESIDENTIAL SUITE, PATTERN 5-6077, ROLL CARPET DURKAN FRR5rFMIAI 4 411TF PATTERN m -IFFF ROI L CERAMIC TILE FLOOR TILE (REFER TO DETAIL BHT) VB -I VNYL BASE AR'ISTRGNGa 5 COPE BASE 94100 (BLACK) PLI PLASTIC LAMINATE FORMICA .9 WHITE PL2 PLASTIC LAMINATE PORI. .909 BLACK U ALT - 1 CEILNG TILE ARMSTRONG L R R MA R le TILE WITH 2'M ' SECOND Group #5 DOOR) Group #6 (OFFICE) U CEILING GRID ARMSTRONG 2'x4 ARMSTRON3 7300 SERIES: WHITE ACT -2 CEILING TILE ARMSTRONG STANDARD 2'x4' TEUILAR TILE -UNITE EARN DOOR SHALL HAVE BUT. I - IR PAIR STANLEY 86191, 4 112' x 4ITV x U526D, NRP. r7(I DEVICE: A;ROW EXIT DEVICE 1100 VERTICAL ROD FIN. POLDER ALUMINUM (I1 OJE PcR DOOR CLOSER 00,4,1600 SERIES FIN ALUM, e PUSH SIDE), US26D. KILKPLA E: ROCKUOOD. •JIO2 It'' 34' x U526D x ID50', 133E (IVE4aRI. SILENCER IVES 0 20 LEATHER a HEAD AND JAMES SNIFFING EXTERIOR THRESHOLD EACH DOOR SHALL HAVE: BUTTS: I PAIR STANLEY 86191, 4 - 1)2 R x 4 IR' x U526D. LATCH., MEOELO EMY LEVER LOCKSET LATCH ENTR4NGE L OCK ZerION 03 FIK BRIGHT CH (625, CLOSER: DORMA,1600 SERIES FIN. ALUM, a PULL SIDE,, U826D. FLOOR STOP: IVES'438, U526D. KILKPLATE: ROCKWOOD, W102, 12'X 34'k 0050' B3E, U526D SILENCERS: 3 -IVES 40. .�T� RAVE DOOR ELEVATIONS FINISH SCHEDULE e GML. - SMOOTH • GML. - SMOOTH WITH CENTER SCORE GML. - SPLIT FACE e GM.U. - b' SPLIT FACE WITH CENTER SCORE e GMAJ. - RECESSED 4' SMOOTH FACE e e 6' CONCRETE CURB/BASE HIGH CONCRETE COLUMN CURB ALUMINUM STOREFRONT SYSTEM - SEE I /AS.1 l 2/45.1 (e ACCENT - SEE DETAIL 4/A6.1 SYNTHETIC PLASTER SYSTEM 1 -I /2' REVEAL - SEE DETAIL 16/41.1 6' REVEAL - SEE DETAIL 16/47.1 SIM. METAL STANDING SEAM ROOFING SYSTEM METAL COPING MISCELLANEOUS METAL STEEL DOOR AND FRAME ELEVATION NOTES AA EE BI 1ae.J EDGE ECM, . L ATM • 5:_41 1E,- CL.G, FLAN ELF W EMS,. eexMEx5A.L7IVG HEAD Sc..F.L \T Der sToRONvT ® HEAD SCALE= 3' • x -0' O EXISTING FRONT ENTRY /ELEVATION I. ADJUST TOP OF FOOTING ELEVATION AS REQUIRED BY SITE CONDMONS AND AS REQUIRED AND DIRECTED BY THE SOILS ENGINEER 2. ALL CONGEALED MASONRY WALL AREAS SHALL BE SMOOTH TYPE CM.U. I M'. RTROR MAT SYMBOL ER DESIGNATION IAL 12' ACCENT SOFFIT STEP RECESS HEIGHT BATTLEMENT - SEE DETAIL IS t 20 /462 (E CANOPY, PAINT e COILING DOOR • PREFINISHED DOCK HOOD WITH INTREGAL GUTTER e e BOLLARDS • EXTERIOR LIGHT - SEE ELECTRICAL e (N7 FRE- FABRICATED 51EEL FRAME AWNING e W/ METAL ROOFING -SEE SECTION (N) CANOPY RECESS W/ S7NTHETIC PLASTER SYSTEM, SEE SECTION CA EE SHERNICE ET W/ 44. SYN THETIC PLASTER SYSTEM PROVIDE BLOCKING FOR SIGNAGE VERIFY W/ ARCHITECT PRIOR TO FRAMING SYNTHETIC PLASTER REVEAL - SEE DETAIL 14/47.1 10 (El CONC. -.T4, BABIES- RUS ICONS PROIDED %, TENANT INSTALL BY CONTRACTOR V -SEE SPECIFICATIONS WOOD TRELLIS SYSTEM (E) SCREEN WALL - PAINT WALL SCONCE PROVIDED BY TENANT INSTALLED BY CONTRACTOR 5+S` EXT.. SORRA EMWSNG ocfflecfe FINISH /COLOR SYMBOL DESIGNATION COLOR C -I COLOR C -2 COLOR G -3 COLOR C -4 COLOR C -5 COLOR C -6 COLOR C -1 COLOR G -B COLOR C -S COLOR C -10 COLOR C -11 ALUM', WOl IT sYSTE: - O4OTING GLA56 TYPE =J' GBTING 25. ELEVAT CM 'MILLER' CW051W SOLO WHITE 'BEHR' 3412 -4 SILVER MUSHROOM MILLER' 88039 OLDE F.45NION MILLER' 8802W THRESHOLD GRAY 'MILLER' 872IW CLAY BEIGE MILLER' 8230W SUNBAKED SAND "MILLER' 82339 CRISP KHAKI 'BEHR' 341 -3 MEMORY 4 VIOLET 'SH n ' , 1_4 WILLIAMS' SEMI -GLOSS BLACK 'EfEHR' 3831 -2 LYNX 'BEHR' 3831 -i PARTRIDGE WING MILLER' 8801W SNDIO DRAT COLOR C -13 MATCH ADJACENT COLOR ISACCEME RCD MP22 ISECLa9M'F -r, DOOR TOP AL AEA? - E)a511NG 14 IS I6 Il 18 COLOR C -I4 COLOR C-IS COLOR C -I6 COLOR C -1 COLOR G -IB JAM SIMILAR DOOR HEAD O 5CALE- 3' = 1::-tir 'SIERJN WILLIAMS SUR145 MOTIF MAUVE 7- TILLER' S522W CaR.AY DIGNITY 'BEHR' ?-tle STATELY LADY BEHR' 21349 -6 WATER ROCK MILLER' 8554 RISING SMOKE IS COLOR C -19 'BEHR' 3449 -5 CASBAH 20 COLOR C -20 'IMPERIAL PAINT' DTM RED GLO55 21 COLOR C -21 MILLER' AC129N POMPADOUR 22 DOLOR C -22 'BHP' JADE GREEN 23 COLOR C -23 'BHP' REGAL BLUE 24 COLOR C -24 'BHP' SNOWDRIFT WHITE 25 COLOR C -25 'BHP' OLD TOUM GRAY - T@M.1 SPACES Merl, CCIRTI4M esSegrs 7'IETCL. • - TAR asaLtawr 1 �(JS4::ItlG- �zCa'L," -�'7 ME °A, 5 TYP. INTERIOR DOOR JAMB (HEAD SIM.) 3' = r -a' 0 Dqq f2' 0 n TYP. INTERIOR FRAME 1�1s' =r - 0' 1- z MEE W ` WW Oz cc W IL 0 M CC - W Z � W 1- Q >- z • C � a M d W I- t ›< - N H P4 0 z PROJECT NO. 5771 A/5 No.2 DRAWN BY ECG CHECKED BY R.S. DATE AUGUST 31, ISSS REVISION TI -IC -A BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SURE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 baaa baaarch.com SCHEDULES and DETAILS A4 or ix s / oxI iHOUT ?xi vxiiirei LIGHTING LEGEND SYMBOL I DESCRIPTION BULB RECESSED DROPPED N FLAIOFESCENT SOFT WHITE •F- LL'35 322T8/ FIXTURE 2' -0' X 4' -0' , 18 CELL NUBBEL MODEL • RD3GSZdFB4E CIF • 21 HUBBEL MODEL • RD3GSZAFBIE (IF • 120, GAPE AS ABC VE EXCEPT CIRCUITED FOR NIGHT LIGHTS USE (REFER TO ELECTRIG4-) _ RECESSED DROPPED IN FLUORESCENT FIXTURE 20' X 2' -0' , 9 CELL ✓ iwa MODEL • RA2GSZAB4E CIF • 271, HEEL MODEL • 12A2GSZAG8IE OF • I20v.) SOFT URHiI E -rrreirLs35 RECESSm WALLWASHBRR/ACCENT LIGHT HX11./ 4` - 0' X 1 3/f6' OPENTh L1 44TOLUER MODEL • WL1R41482118X 20,000 HOURS OhE BiAX I T re LAMP STRAP FLUORESCENT 8' -0' • TvJ HUBBEL MODEL 5W64(S4E (G • 2T 1-111BBE- MODEL •SILIS4RBE CIF a 120vJ SCFT ,, R- 322T8lfL135 VALANCE FLUOF SCENT HUBBEL MODEL •S' 421.14E OF • 211v.) ;488 EL MODEL 1 0042RBE (iF o 120') SOZ [LITE 'F- 322T8/TL135 I i ® LUMACELL Ex1T FIX11. ASI WITH REMOTE BATTERY 2 LAMP 5W a UO UNIT 94 STOCKRG ...1=K TO LECTRICAL) al EXTERIOR LIGHT FIXTU TRACK L .-MRY 5Y5TEM SCF -TECH RING - s33251RH !U PAR 30 15UJ ° TRACK LICA-ITNG SYSTEM LYTEFLOOD L 40 CGMPACT FLUOR 8219 WHOLM (2) XT40 -D35 STANDARD WALL PACKS EMERGENCY LIGHTS (WHITE) (REFER TO ELECTRICAL) MOUNTED AT 1E -0' APP. ° mac'„_ INCANDESCENT MARQUEE LIGI -ITMG TEGHTRAC BY 5TA2FIR'c INC. ST YLE FI C R B 220 5 ACMG 6 BRASS 501CLI F. F PP INSTALLLLED IN MARQUEE BY MILLWORK MFR CHASER UNIT TO BE LITE-Ft/TER A - 408 _amiumr■i mom ` EN WW1 11 I1PT {R :► HI Ft • 1 P 111 111 1111 WI Min '►W I I L!1 /m! quaredM CEILING PLAN NOTES 1. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS FOR LOCATION OF AIR DIFFUSERS, SPRINKLER HEADS AND EMERGENCY LIGHTING, ETC. NOTIFY THE ARCHITECT, IF CONFLICT OCCURS. 2. ALL NEW LIGHT FIXTURES SHALL BE SUPPLIED BY AND INSTALLED BY THE LANDLORD'S GENERAL CONTRACTOR, INCLUDING EMERGENCY LIGHTS AND EXIT LIGHTS. OR AS NOTED ON PLANS. 3. IT 15 THE FIRE SPRINKLER CONTRACTORS RESPONSIBILITY TO SUBMIT PLANS FOR MODIFICATION OF THE FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE. SPRINKLER CONTRACTOR SHALL CONTACT THE CITY FIRE MARSHALL'S OFFICE FOR THIS REVIEW AND APPROVAL AND THE ARCHITECT PRIOR TO INSTALLATION. 4. SEE SIGNAGE PLACEMENT PLAN FOR ADDITIONAL INFORMATION ON DEPARTMENT SIGN PLACEMENT. 5. SEE FLOOR PLAN FOR WALL LOCATIONS AND ADDITIONAL INFORMATION. 6. SEE SCHEDULE SHEET FOR ROOM FINISH AND LEGEND. 1. SEE LIGHTING PLAN FOR EXACT LENGTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH LIGHT FIXTURE. a R O REFLECTED CEILING PLAN 1 SCALE: 1/S _ -0" 4 a SEE MECHANICAL PLANS FOR EXACT LOCATION OF DIFFUSERS, RETURN AIR, ETC. 9. EXISTING SPRINKLER HEADS SHALL BE AS FOLLOWS EXPOSED STRUCTURE: CHROME, PENDANT TYPE: TURNED UPRIGHT ACOUSTICAL CEILING AND SOFITS: CHROME SEMI - RECESSED - MN. 5' TO ANY GRID. DISPLAY SOFFIT : WHITE, FULLY - RECESSED. TEN. G.C. TO (V.IF.) 10. CEILING HEIGHT ARE AS SHOWN ON ROOM FINISH SCHEDULE. 11. N THE EVENT OF DISCREPANCIES BETWEEN QUANTITY, LOCATIONS AND/ OR TYPE OF LIGHTING FIXTURES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWIN!G5 NOTIFY ARCHITECT FOR REVIEW, ARCHITECTURAL DRAWINGS GOVERN. 12. CONTRACTOR TO FURNISH TO ZANY BRAINY AT COMPLETION OF CONSTRUCTION THE FOLLOWING: TWO 0) UNOPENED BOXES OF SALES AREA CEILING TILES AND ONE (1) UNOPENED CONTAINER OF EACH TYPE OF LIGHT BULB USED. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE QUANTITY OF MATERIALS ON THIS PLAN NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN QUANTITY REQUIRED AND QUANTITY SHOWN. 14. DRAFTSTOPS SHALL BE LOCATED AT A MAX. DISTANCE OF 100' -0' AT SPRINKLERED BUILDINGS, AND 60' -0' AT NON- SPRINKLERED BUILDINGS. 1s. CANOPY SIGNAGE J -BOX LOCATIONS SHALL HAVE A 20 AMP CIRCUIT TO TENANT PANEL AT 15' -0 AFF. INSIDE CANOPY WALL. 16. CEILING HEIGHTS SHOWN ON PLANS OR SCHEDULES ARE FROM FINISH FLOOR TO FINISH CEILING. NOTE: APPLY R -21 BATT INSULATION AND VAPOR BARRIER AT UNDER SIDE OF ROOF STRUCTURE. INSULATION SUPPORT 2 SCALE: 1" = I' WIRE INSULATION UP WITH 18 GA. WIRE STAPLE INSULATION AT EDGES ONLY PARALLEL TO MAIN RUNNER TIE 12 2 GA. WIRE (TYR) N NNOTE: PROVIDE LATERAL BRACING IN CONFORMANCE W/ ALL APPLICABLE CODES AND STANDARDS 1991 UNIFORM BUILDING CODE STANDARD NO. 25 -2 METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -N PANEL CEILINGS (COMPRESSION STRUT) SECTION 252123 lc) LATERAL FORCE BRACING PARALLEL TO CROSS TIE 45' MAX. LATERAL FORCE BRACING FOR SUSPENDED CEILING SYSTEMS: WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED, HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY 4-VGA. WIRES SECURED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90' FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. a STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED EY THE BRACING WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' O.G. N BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL, ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT I$ NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES.. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRICTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LES OR THE ACTUAL DESIGN LOAD, WHICHEVER 15 GREATER WITH A SAFETY FACTOR OF 2. LIGHTING FIXTURES WEIGHING LEES THAN 56 LBS. SHALL HAVE, IN ADDITION TO THE REQUIREMENTS ABOVE, 2 -%2GA. HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK LIGHTING FIXTURES WEIGHING 56 LBS. OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRICTURE USING •9CTA. WIRE OR APPROVED SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. SEISMIC BRACING 1 z W f- O CC W IL 0 5 L li Z z�� W» Z � CC F z a N DRAWN BY BCC ZA$9I r I i R..7 PER,c03 PROJECT NO. 91111 A/5 No. 2 CHECKED BY : RS DATE 08 - 31 - 99 REVISION 09 -24 -99 BCC 1 TENANT COMA TL- IC -A05 BENNER STANGE ASSOCIATES ARCHITECTS, P.C. 5000 S.W. MEADOWS RD. SUITE 430 LAKE OSWEGO, OR 97035 (503) 670 -0234 FAX (503) 670 -0235 bsa CLbsaarch.com REFLECTED CEILING PLAN RECEIVED CRY OFTUKW PERMIT CENTER / \ SCA ■ LE: NOT TO SCALE :: 9 ■ ANY REPRODUCTION ANO/OR MODIFICATION IN ANT fOR . r 0 3 � OE THIS DOCUMENT IS PROHIOITEO WITHOUT THE WRIREN PERNIRSION Of RENNER STANCE ASSOCIATES. dRCHITECTS P.C. ! 1 .Z a �i �� j • :ii �� I. 0 Q I PRaECr SPECIFIC - - - (\/ASTE TOR r,_,I,mv TENANT'S I ut T VANILLA ru , l !' BOX N� -3 E %• o S ) • O ADDRESS / SPACE NUMBER PROJECT SPECIFIC - 1999 REVISED CITY, I s STATE ZIP 1997 REVISED 6/14/96 REVISED 5/03/96 08 REVISED REVISED LOCATION MAP BUILDING DEPARTMENT DATA PROJECT DIRECTORY ( GENERAL NOTES DRAWING INDEX DATE REVISION STORE NAME: ZANY BRAINY ADD 55 AND SPA NarsR 1. THE WORT: DELINEATED IN THESE DRAWINGS AND DESCRIBED I THE SPECIFICATION SHALL CONFORM TO ALL CODES AND STANDARDS THAT HAVE JURISDICTI ON IN THE STATE OF - ,CITY OF - - - . 2. ALL REQUIREMENTS AND REGULATIONS PERTAINING TO THE ADA AND OSHA MUST BE INCORPORATED IN THE WORK EVEN THOUGH THEY MAY NOT BE LISTED INDIVIDUALLY AND SEPARATELY IN EITHER THE DRAWINGS OR SPECIFICATIONS. 3. THESE GENERAL NOTES SHALL APPLY TO ALL DRAWINGS AND GOVERN UNLESS OTHERWISE NOTED OR SPECIFIED. 4. VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO SUBMISSION OF BIDS. COMPARE ARCHITECTURAL DRAWINGS WITH MECHANICAL AND ELECTRICAL DRAWINGS, WINGS,, AND AND REPORT ANY DISCREPANCY TO THE PROJECT MANAGER. 5. DO NOT SCALE DRAWINGS!!! 6. UNLESS OTHERWISE SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED WHERE APPLICABLE. 7. ALL DETAILS SHALL BE CONSIDERED TYPICAL AT SIMILAR CONDRONS. _ 8, SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF THE PERSONS & PROPERTY AND FOR ALL INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S OR ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. T BLOCK HALLWAYS OF 9. CONSTRUCTION WORK WILL NOT' OF EGRESS. 10. CONTRACTOR SHALL REFER TO GENERAL NOTES AS DESCRIBED ON EACH DRAWING SHEET AND INCORPORATE AS A PART OF THIS SCOPE OF WORK. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND LICENSES THROUGH GOVERNING JURISDICTIONS AND /OR AGENCIES, 12. ALL WOOD MEMBERS AND BLOCKING SHALL BE FIRE RETARDANT. NO EXCEPTIONS SHALL BE ALLOWED. 13. FAX MACHINE REQUIRED ON JOB SITE AT ALL TIMES. 14. THE CONTRACTOR WILL ACCOMODATE TENANT SITE VISITS. 15. NO INFORMATION OR DETAILS ON THE DRAWINGS OF THIS PROJECT MAY BE USED WITHOUT THE WRITTEN PERMISSION OF ZANY BRAINY, • ;�`: - - �F. l i'�( i Z�►�lj ea mao � 9w ®p44p ® ° �"'Vd� AU - ARCHITECTURAL PROJECT SPECIFIC r PROJECT SPEC C CITY, STATE ZIP I SPECIFIC LANDLORD CONTACT I PROJECT SPECIFIC i � - CS COVER SHEET AS -1 ARCHITECTURAL SPECIFICATIONS AS -2 ARCHITECTURAL SPECIFICATIONS A -1 SCHEDULES & RESPONSIBILITIES A -2 DEMOLITION PLAN /EXISTING CONDI1IONS FLOOR PLAN A -4 FIXTURE PLAN A -5 REFLECTED CEILING PLAN A - 6 INTERIOR SIGNAGE PLAN A -7 INTERIOR ELEVATIONS A -8 EXTERIOR ELEVATION & DETAILS A -9 DETAILS A - 10 THEATER DETAILS A -11 CASHWRAP AREA DETAILS A -12 MGR'S OFFICE, RECEIVING DESK & TOILET ROOM DETAILS MECHANICAL & ELECTRICAL • [ PROJECT OWNER/TENANT: ZANY BRAINY 2570 RBI.E5PNCE BLVD. KIN["cFP J55L4PA 11906 r6l0J21e - 1200 CODE REVIEW INFORMATION APPLICABLE CODES: ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS & CONSTRUCTION CRITERIA OF THE LANDLORD, AND SHALL SATISFY ALL APPLICABLE CODES. ORDINANCES, AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH SHALL LICENSES BE PERFORMED BY THE TENANT'S CONTRACTOR. ALL PERMITS ffS AND LI NECESSARY FOR THE EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE TENANT'S CONTRACTOR(S). APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: BUILDING & STRUCTURAL: MECHANICAL: PLUMBING: FIRE PROTECTION: HANDICAPPED ACCESS: ELECTRICAL: BUILDING DEPARTMENT: BUILDING DATA: A. CLASSIFICATION: OCCUPANCY TYPE: M MERCHANTILE TYPE: B. TOTAL AREA IN SQUARE FEET: II** SF. C. TOTAL OCCUPANCY LOAD SALES AREA: (TOTAL * ** S.F.) * PERSONS 0 * S.F. /PERSON STOCK RM: (TOTAL * ** S.F.) * PERSON 0 *** S.F. /PERSON D. H OF EXITS REQUIRED: - - REQUIRED/ - - PROVIDED E. SPRINKLER SYSTEM: FULLY SPRINKLERED F. TOTAL EMPLOYEES: G. HANDICAPPED TOILET: COMPANY ADDRESS ADDRESS CITY, STATE ZIP NAME TELEPHONE: FAX: ATIVE TENANT & REPRESENTATIVE FROJL:CT LOCATION : RCGp L QTry OFTO *' ADDRESS SEF - ti 9 C IT STATE P.'"" P.'"" ZANY BRAINY 2520 RENAISSANCE BOULEVARD KING OF PRUSSIA, PA 19406 PROJECT MANAGER (610) 278 -7800 (610) 276 -7804 (FAX) 01001 0,0. XXX ARCHITECT FIRM NAME ADDRESS CITY, STATE ZIP NAME NAME TELEPHONE FAX PROJE NO. XXX ;CALLS 0011', XX /XX /XX pRAW'N [10 XXX REVIEWED 00. XXX SHEI_ 'ITT.. r: \ / COVER ER SHEET MECHANICAL & ELECTRICAL CONSULTANTS FIRM NAME ADDRESS CITY, STATE ZIP NAME TELEPHONE: FAX: .. - M -1 MECHANICAL FLOOR PLAN M -2 MECHANICAL SCHEDULES & DETAILS M -3 MECHANICAL SPECIFICATIONS M -4 SPRINKLER PLAN ME -1 VT BEAR POWER PLAN E -1 ELECTRICAL LIGHTING PLAN E_2 VALANCE/ LIGHTING PLAN E -3 ELECTRICAL POWER PLAN E -4 ELECTRICAL DETAILS E -5 ELECTRICAL NOTES & SPECIFICATIONS `�IILi:: II(!. `/ S ZiFINT BRAD, TABLE 0 CONDO ILLAIERIALS GENERAL: PART — GENERAL A.Jrcnce Substi,fiens Jab Conditions Project Handling ana Storage instchatian (Generol) PART 2— PRODUCTS 05100 Structurol Steel 05200 Light Gouge Meta,. 05500 Mi.elloneous Metals 06100 Carpentry. General 06250 Slot Wall 07250 Fireproofing 07270 ISre Stop Insulation And Sealing 07900 Caulking And Sealant 08100 Hollow Metal Doors And Frames 08210 Wood Doors 08710 Door Hardware 08800 Glass and Glazing 09250 Gypsum Drywall Systems 09511 Acoustical Lay—in Ceilings 09660 Resilient Flooring 09675 Resilietit Base 09680 Carpeting 09900 Painting and Finishing 10520 Fire Extinguisher And Cabinets 10800 Toilet Room Accessories QUALITY ASSURANCE: The general centractor shaIll guarantee al voluermship caret rm... far a period of aths year fr. the date of writ.: subsiantiat compleSon. The general' contractor war the airier atha to tine erchitect tn. all materiels cr. ego... centre. a, new unless othera.e specified. and that .1 he as specified and free ef Otto. meted. tram reputable ammacehthers renaolthlY engaged in Ine productthn th pre... and materials far the intended ese. Str-icturcl Ste. AISC ° Specific.ons for the Design. Fabrication end Erection of Structural Steel For Buildings. West edition, including supplements as issued, AWS 81.1 "Stn. St.' Welding Code, Qualifications for Welding Wor. Duality welding processes ond welding operators in accordance with AWS ° Standord Qualification Procedures, Millwark/Coseworkr Archit.tu60 Woodwork Institute (AVA) ° Quality Standords, WOOCI Doors: 5088 Industry Standard — Woad Flush Doors. Fire Rot. Hollow Metal Frame. Provide fire—rated hollow metal frernes investigated and tested as a fire rated ossernbly. Idenfify fire—rated frames with recogniz. te.ing laboratory labels, indicating applicable fire—rating of frorne. Fire Resistant Drywall Assemblies: Comply with fire resi.ant ratings as indicated and as required by governing authorities and codes. Provide materials, accessories and application procedures which have been listed by UL or te.ed in accordance with ASTM E 119 for the type of construction indicated. UL Fire Hazard Classification: Acoustical ceilings to comply with a fire hazard classification for flame spread, including fuel contribution and smoke development classifications specified, provide a tile which hUS been tested. rated and labeled by UL Ceramic Tile Work: TCA "Hendbook for Cenornic Tile Installation". SUBMITTALS: Manufacturers Data: Before starting any work, submit list of materials and accessories to be incorporated in the work. List shall include descriptive data, catalog cuts, and other such information to identify the materials as to the location or locations of their use in the work, and the methods of installation. No consideration will be given to partial lists submitted from time to time. fo rif r h r zzquested, submit samples of materials to Hardware Schedule: Submit final hardware schedule organized by "sets", to indicate specifically the product to be furnished for each itern required on each door. Horizontal hardware schedules are not acceptable. Templates: Fumish templates to each fabricator of doors and frames, cs required for preparation receive hardware. Shop Drawings: Submit shop drawings for requee,ted items showing dimensioned plans, elevations, large scale details of constructions, and methods of installation. Show details and locations of anchorage and fittings. SUBSTITUTIONS All materials must be furnished as specified. NO substitutions will be accepted unless written submission is made to 2ony Brainy. All substitutions must be equal to or better to original item specified. A specification cut sheet must be presented along with the written submission of substitution. JOB CONDITIONS: All work must be performed in cooperation with the Landlords requirements for schedule and access to areas of work. Contractor must examine the spaces in which, and the substrates to which the work required by this Contract is to be installed. Notify the Owner's Representative in writing of any conditions detrimental to the proper and timely completion of the work. Starting installation of work required by this Contract indicates acceptance of the spaces and substrate conditions and full responsibility for completed work. PROJECT HANDLING AND STORAGE: Deliver all finished materials in manufacturer's unopened containers, bundles or packages, fully identified with mcnufacturer's name, brand, type ond grad. Protect from soiling and damage using handling equipment and storage techniques recommended by the manufacturer. All prefinished items shall be shipped, delivered and stored in protective wrapping. Cut openings in wrappings as necessory to avoid condensation. Protect lumber and finish carpentry and millwork against dampness and injury during and after delivery, and store under cover in well ventilated portions Of the building not exposed to humid conditions ond maintain temperature of at least 70 degrees F. Store hollow metal work under cover on the building site on wood sills or on floors in a manner that will prevent rust and damage. Care shall be taken to avoid creating a humidity chamber by using a plastic or canvas shelter and not venting the area covered. INSTALLATION; (GENERAL) inceaftrabered art.*o mated601* and eaddaidn,..at 9108 applied, inaelse =med.02 crodd46 psed,, decried end coreitioned a., the rrtorerfactaer's wre,,en: specifeations .structiorts The gorerall contractor Shall sruper,se and car, alre WO, The C os.rectm resew.. far alC corraxadadr means, fetheipres, and procedures csof fan coaratection. ell portions of Nre cddid. Set dill ace., pier., lea., true . fine, orra in caveat .aficaship to .jcsoent Securey cneror 01 wank . Ensure 5188 operating ports work freefy and fa MG.,. Adjust .rdware and ca.hes Repair or rep... damaged materia.„ as acceptable 50 888 Architect • Coordinate and cooperate with .neir .1.s far pinap.t. 1c:cation of r.ghing—in seneces and service cainmaxtiocis required far equipment end f.ures. • Subfroors: Frion to start 'of laying the finish gam., brooni clean a. va.urri all surface.. be cormired and inspect the subtle. Use latex type Oveing comp,. for Rang ea.16 depressions and surface irregularities sue/oafs receive rel.st flooring, sheet f.oring. and carpeting_ Rernove coatings and adhe.ves forrn ...Doors the would prevent adhesive bond. or telegraph thrcogh the new finished floor systems_ Repair damaged areas in new and exiorl.g drpee prior to application of finahes. Apply feature on raper. areas as required to match existing adjacent ...._ PART 2 — PRODUCTS 05100 — STRUCTURAL STEEL Steel Shapes. Plates, and Bars: Conithy with ASTIA A 36. except where other type of steel 8 indicerted. Steel Tubing: ASTM A 500, Grade B. Steel Pipe: ASTM A53, Type E or S. Grade B. Anchor Bolts: ASTM A 307, nenhead. type rint.s otherwise indicated. Threaded Fa.eners: ASTM A 307, Grade A regular low carbm steel bolts and nu., Provide hexagonal heads and nuts on all connections. Welding Electrodes: Provide electrodes. welding rods and filer metals equal in strength and comp... in appearance with parent metal joined_ Primer: Fabricator's .andard, fast—curing. leod—fr., universal primer, , Fabrication: Fabricate and Assemble structural assemblies in shop to greatest extent possible_ Fabricate items of structural steel in accordance with AISC Specifications as Indic.. on shop drawings. Properly mark and match—mark materials for field assembly. Connections: Weld or bolt shop connections as indicated, Bolt field connections, except where welded cOnnections or other connections or indicted_ Holes for Other Work: Provide holes required for securing other work to structural steel members, and for passage of other work through steel mernbers. Cut, drill. or punch holes perpendicular to metal surfaces. Do not flame cut holes or enlarge holes by burning. Shop Primer: Remove scale, rust, and other deleterious materials from metal surface before applying shop primer. Immediately after surface preparation, brush or spray on primer at a rate to provide a uniform dry film thickness of 2.0 mils. 05200 — LIGHT GAUGE METAL FRAMING General: Non—structural stud systems shall be of the sizes s 8. and 150k' meeting requirements of ASTM A-446, Grade A, with a min. yield of 33KSI, unless otherwise noted. Studs shall be standard electrogalvanized roll— formed U.S.°. CWS steel studs. manufactured specifically for the reception of wallboard applied with self—drilling. self—tapping screws, unless otherwise noted. Studs at door and window frame jambs shall be U.S.G. ST10 studs conforming to Fed. Spec. QQ—S-698 and QQ—S-775D, Type 1, Class D. Studs at all interior walls shall be U.S.G. CWS steel studs 3-5/8", 20 gauge at 16" 0.c., unless otherwise specifically required by the Londlord or noted on the plans. Floor and Ceiling Track. Top and bottom tracks shall be electrogolvonized roll—formed steel channels with width dimensions suitable to receive the corresponding studs in a tight fit. Tracks shall be standard products mfd. specifically to carry the studs and to receive wallboard applied with self—topping screws, unless othe noted. r;,[tin channels shall be standard U.S.G., Miscellaneous Items: Furnish and install any and all miscellaneous components not specified herein, but shown on the drawings or as required for a complete installation. 880500 IleISIGEWNECIDS NEWS Mfacelereaus erree. Mere made form Trart and eeren shapee„ pl00 cht. acrs, eat. and pert of ...sail steel ar 0090 men. 641688110 *0088 eideattere_ liesbes, Fro.. steel 5100 888034 ard ears carnarj,.. near Ferri Ai 3.. anclerfele ora oi-ii. es required for the accii.tien Prime, Feetcate, enridare c.—corrace. lied—free. ...red garnet. Fabriaalfarr Aktheasestato manes. cad thriethess ar if rrat indicated prow es rsquined 86604688 18881588 and errability 88 fiestted pritearct fon use irtent. 3424 ta dime... show, ening pee. col feementisel and seaport Fop'.', eXpeSSELt 1.1. brae 1 .c aria surfaces end sarafipiti Strop hetes Ease enpased e c 00o of 80pr346e00 1/350 4400 dErmriese sticwit. Earth beat thee. carrier ha sorolia. roefics o 3445 4 crothi seam,. ar oSlo'00 088408815 wor. We. oar.. cod semis carreinumet, coma., air. ANS recerner... cr. pal. moos. weds emacts and eldet. rn.e. cr. bienra with oeleiming Proneice for mrchar.e. type neer.. tor o seem. mia comptele irmialloacot marffrimied diaa tte sappdtr sartude. ana sjcewi., adescate ...port far inem. atop Recricike ond other :limier.. froth rrMaci surface bec.0 opelying 6880086036110 ethince preparaffara brash or spiray 0 r primer . a rote pinovide c uniform .y . rrn thidar. of 21D at. 06100 — CARPOURY. GENERAL t60160880088 0408 884 ptyw,d far su.poct or eculeahrivort of caller work ineLetro Eitodchig. fth mid similar m.r.er. lasceffenearas Gm.. SOS. TD% time ds Grader ° Standard" grace,. my species, fr48 from kith., or other def.. th. rMathi iste the at cppeararice_ Liorbern For members , ar. more than 4 0 vridth. provide the following grade end Grade: Nm2 Grade or better_ SOS arid M. dried_ Specieo Douglas Fs or Yellow Rao Strength, Fiber stress rating of riot l.'s than 1350 Os Plywood Pane. Provide fire—retarda. heat. plywood with grade design.ion, APA A—D with eiderio: glue. in thiefthess or if not in.cated. not l.s than 3/4, Rough Hardware (Roils, screws, bol., etc.): size, rna.rial and finish as required for the applications indicated_ Screws fa the attachment of plywood panels shall be self—drilling, self—toping screws with countersunk type heads_ Pre.ure Treatment: All wood and plywood permanently installed within the interior of the building shall be fire retardant treated with Hoover ° Pyro—Guard T .. approved equal system containing no ammonium phosphates. Provide UL label on each piece of fire—retardant treated lumber. 06250 — SLAT WALL Slat Wall System: Furnished to Contractor for installation. Contractor shall be responsible for receiving, unloading, storing, and furnishing all materials such as trim moldings, fasteners and °Mashie as required for a secure and cornplete installation. Install wall systern in accordance with instructions. 07250 — FIREPROOFING Application of fireproofing shall include the following: Fireproofing of new structural steel framing members. and patching and repairing of existing fireproofing system which is removed to accommodate the installation of new work, or damaged as result of work under this Contract. Fireproofing System: Provide fireproofidg of same material l tITVI °r " °°1"°verl 07270 — FIRE STOP INSULATION AND SEALING Applications for fire stop insulation and sealing include, but are not necessarily, limited to the following: Sealing pipe. duct. conduit and similar penetrations through fire rated walls and partitions and floors. Sealing rated partitions at tops where partitions join structure or other rated construction. Sealing 0p0nsion and control joints in rated partitions, Ore—Pc. Fire—Stonehg Sealant: , be used for sealing coMes. conduit pipes and similar menethefors awough Nes and partitions: Seatant: Bio Breshie. inc. 3* Oo 684 00 05418081 P6006018 2.o/30 ieaSeet See.nti S11, !nc. Gfineral 830 Soling Insulation: - Thermafiber Fire Safi, 0.0 by USG. or approved equal, 07900 — CAULKING AND SEALANT eporicatfions of coulMng and sealant include. but are not resassurfry ertated the following: ...king and sealant wo. not specificely mentioned nathen sections, b. required to provide a neat construation. ( ral gragle—C=o 8 0 1 e i n h e e1 = - TiOnth,cli, Pecora Cona. Dymmith Trecco. inc. 921: Marneco latern.onal, Inc. 580068888840 Materials: Provide primer/sealers, bond breaker tope and backer rod as recomrnended by the respective malkimg and seslant manufocturer's for use with their cnodu. end substrates to which they are applied. 08100 HOLLOW METAL DOORS AND FRAMES Doom Flush 0885150 doors, 1-3/4 thick, seamless hollow m.al construction, .with smooth surfaces without visible join. or seams on exposed surfaces or stile edges, except emend glazed inserts. ,ce Shee.: 18 gauge, cold rolled steel. internal Reinforcing: Channel shaped sections or continuous truss form liner core reinforcement welded to both face sheets. Reinforce tops. sides and bottoms of doors with 1/8" channels_ Sound Deaden. Non—combustible. From.: Full—welded unit construction, with corner s mitered, reinforced. ard continua.. welded full depth and width of frame. All welds shall ground smooth and flush. Knock down type frames are not acceptable. All cut—outs shall be protected with metal dust covers, welded to frame, at back of finish hardware cutodts. Gauge: 16. Floor Anchors: Securely welded ina. each jamb. Anchors shall be properly punched for anchoring to floor. Jon. Anchors: Provide minimum of 4 double stud anchors per jamb for use with steel stud walls and partitions. Anchors shall be standard type used by frame manufacturer for the particular type of well and partition construction. Where fire rated assemblies are indicated, provide anchors required to meet UL rating. Mortise, reinforce, drill, and tap as required to accommodate all mortised template hardware. Hardware Reinforcement: Not less than 1/8" thick 81 hinges and strike plate clips. Spreader Dore Provide removable spreader bars across bottom of homes, tack welded to jambs. Stops and Moldings: Form fixed stops integral with frames. Provide removable stops around glazed panels, secure with machine screws spaced uniformly not more than 12" o.c. Finishes: Manufacturer's standard rust inhibitive primer. Placing Frames: Set frame accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces ond spreaders leaving surfaces smooth and undamaged. 08210 — WOOD DOORS Manufacturers: Provide products of one of the following: Algoma Hardwoods, Inc. Eggers Industries, Architectural Door Division Weyerhouser Company VT Industries Fenestra Flush Wood Doors: All interior flush wood doors shall be "Premium Grade" os defined in the AWI Quality Standards, Section 1300. All interior flush doors shall have rotary cut birch veneers suitable for painted finish, 1-3/4" thick, AV/I type PC-5 or PC-7 (particleboard core. 5—ply or 7—ply) construction. Fire Rated Doors: Provide faces a. grade to motch non—rated flush wood doors. Materials a. construction of labeled doors shall meet the requirements of UL for class of opening. Provide additional hardware blocking in doors containing mineral type cores for the ottachment of surface rnounted hardware without the use of thru—bolts. Affix UL labels to doors. Edge Construction: Provide manufacturer's standard laminated edge construction for improved screw—holding power capability and split resistance. Manufacturer's Instructions: Install wood doors to comply with manufacturer's instructions and of referenced standards. Job EC Doers: Fit doors to frames fon prober fit cad urffarrn clearance ct ecch and ,r hardwere. Clearance: Provide clearance far non—rated Mors 1/8 ct Clearance: Provide cleeranee non—.. 28418 44 1/8" at jembs and heads, aid from bettoth ef deer to top decorative finish. Adjust and Clean: Oper.on: Rehang or replace doors which co not swing or operate freely, as jirect. by the Diane: Institute protective ateesures es re,ccrerrendee end accepted by door manufacturer to cssure that doors will , witho, damage or deterioration at time of substantial sorneetion 08710 — FINISH HARDWARE General: Refer to drawings for hardware groups. Install each hardware item in strict compliance with the manufacturer's in.ructions and recommendations. Wherever cutting and fitting is required to instoll hardware onto or into surfaces which are later to be painted or finished in any other way, install each item completely and then remove and store in a secure place dunng the rmish apphconon. After completion of the finishes, re—install each Cern. Do not install surface mounted iterns until finishes have been completed on the substrate. Set units level, plumb and true to line and location. All mortises shall be smooth and tight. Adjust and check each operating item of hardware and each door, prior to acceptance or occupancy Or Ore, tO MSUre proper operation or function of every unit. Lubricate moving parts with type lubrication recommended by the hardware manufacturers (graphite—type) if not other recommended. 08800 — GLASS AND GLAZING Clear Tempered Gloss: ASTM C 10., Condition A (uncoated surfaces), Type I (transparent glass, flat), Class 1 (clear), Quality q3 (glazing select), kind and thic.ess indicated below: Kind: FT (fully tempered). Thicknesses As indicated. Glass Edges: Edges not concealed by stops or moldings shall be ground and polished flat, with edges slightly eased. Glazing Sealants: Provide glazing sealants and preformed glazing tapes selected for compatibility with surfaces contacted in the installation. Setting Blocks: Neoprene or EPDM, 70-90 durometer hardness, with proven compatibility with glazing sealants used. Spacers: Neoprene or EPDM, 40-50 durometer hardness. with proven compatibility with glazing sealants used. "J Channels: Provide top and bottom channels for attachment of back paint. glass. Channels shall be 1-1/2" rnirror chonnels with 1/4" lip exposed. Finish exposed portions of channels with satin gloss, acrylic polyurethane enamel to match glass color. General: Comply with combined recommendations and technical reports by manufacturers of glass and glazing products as used in each glazing application, and with recommendations of Flat Gloss Marketing Association "Glazing Manual, Set glass plumb, level, true to line a. in correct relationship to adjacent work. Maintain uniform joint widths in back painted glass. Unify appearance of each series of glass lites by setting each piece to match others as nearly as possible. Install setting blocks of proper size in glazing rabbets, located 1/4th of glass width from each corner. Remove and replace glass which is broken, chipped, crocked, abraded or damaged in other ways during construction period. Wash and polish glass after tenant's possession at direction of tenant's operations/set up tea m. 09250 — GYPSUM DRYWALL SYSTEMS Gypsum Board: Provide gypsum board of types indicated in maximum lengths available to minimize end—to—end joints. Comply with ASTM C 36. Thickness, 5/8", except where indicated as 1/4". Edges shall be tapered. Gypsum board used in contimetion with fire rated walls ond partitions shall be type "X". Provide 5/8" thick 0810 resistont gypsum complying with ASTM C 630 ot locations indicated. Studs and Runners: Screw type, roll formed, channel shaped sections, ASTM C 645, with flange edges of studs bent back 90 degrees and doubled over to forrn 3/16" minimurn lip (return), 20 gauge galvanized steel with cutouts for utility runs. Include 25 gouge top and bottom runners and all accessories required for a complete installation as recommended by the manufacturer. All accessories shall have a galvanized coating. Top runner track for partitions extending to structure above shall be deep leg type Fur 25 gouge roll formed Carrying Channels (Mein Runners): Cold rolled, 1-1/2" steel channels weighing 475 lbs. per M lin.ft., and coated with rust inhibitive paint finish. Cold Polled Furring Channels: 3/4" steel channels weighing 300 lbs. per M lin.ft.,and coated with rust inhibitive primer. [PROJECT SPECIFIC 1999 REVISED 1997 REVISED 6/14/96 REVISED 5/03/96 REVISED 08/28/95 REVISED A DAI REVISION zAti9B# A 801.43E9 41106,9. POW 000 1,1 LOCATION: ADDRESS c TY , STATE PERnArr ram STORE 5 1 XXX 060 C, NO. XXX SC0 NOT TO SCALE It, : XX/XX/XX DRAWN SY: XXX PLVIEWEG [11 XXX sHELF SPECIFICATIONS AS 1 09250 - GYPSUM DRYWALL SYSTEMS (coned.) Dire, Hong Suspensor Systems (Corscctcrs 03tf96): Menrtacturers standard al. coated or painted system of turning ru urnng to end o .es deigned far siepiport a`. gyps ei cry c e system: pcsvide Scope type ese intended. -thteners eels drilling se.- tapping s`rews. _er lyres 9 gouge gahanized annealed wi.e. Tie Wires 16 gau gcbcnited c.rea'cd wee. rig Chem,. Clips: F, y gcege goner.. wire clips try the manufacturer of the furring chem.. used_ Metal Trim and Reinforcement: Comer Beads: U.S. Gypsum ' DU n - Bead ". or an approved equoE. Casing Beads: U.S. gypsum "p200A ", or approved equal. Reveal Trim Extended aluminum trim of sizes and shapes indicated Water. Potable_ Insulation Semi rigid mineral fiber without, membrane, unless otherwise indicated, USG - hemarber Sound Attenuation Blaakets friction fit (self - supporting). Joint Treatment U.S. Gypsum "Perf -m Tape" loot system, or or approved equal. joint Compound: Ready -mixed vinyl type for interior wane approved equal. Acoustical Sealant (for use with sound rated walls and partitions): Provide nn- drying, non-shrinking sealant recommended by the drywall manufacturer. Provide sealant which is paint.. wherever exposed to view. General: The installation required for the various drywall systems shall be in accordance with USG "Systems Folder SA/923- 1990 ", ASiM C754 for metal support installation, and AST, C 840 for gypsum board application and finishing. Partition Framing: Erect framing plumb and true within 1/8" in 12' -0" All partitions shall be aligned accurately according to partition layout Floor and ceiling runners shall be attached 16" o.c. Studs shall be positioned vertically in the runners spaced no greater than 16" otherwise noted. Anchor all studs located adjacent to door frames, partition intersections and corners t runner flanges with s other poor engagement through each stud flange end runner flange. Use full length studs between floor and ceiling runners, splicing of stud s shall not be permitted. Isolate stud system from transfer of structural loading to system by use of deep leg lop runners. All door openings shall be double studded to comply with "Gypsum Construction Handbook" published by USG. Double studs shell be securely anchored to the jamb and head anther clips of each door frame by screw attachment. install supplementary framing, blocking and bracing for support and attachment of wall mounted cabinets, fixtures, equipment, and similar jerk. Coordinate the location of framing, blocking and bracing in well and partitions for wall mounted equipment and furniture furnished by Tenant. Gypsum Board Application end Finishing: Comply with USG "Systems Folder SA/923" and ASTM C840. Install exposed gypsum board with face side out. Do not install imperfect, damaged or damp boards. Locate either edge or end joints on supports. Position boards so that like edges abut, tapered edges against tapered edges and mill -cut or field cut ends against mill -cut or field cut ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions. Screw attach gypsum board to supporting members. Space fasteners in gypsum boards in accordance with referenced standards and manufacturers recommendations. Finishing: All joints to be taped and speckled. All fasteners and metal trim shall be speckled. Apply joint compound in 3 coats (not including prefill of openings in base), and sand between last two coots and after last coat. Casing Beads: Provided on all exposed edges of drywall, and where drywall meets dissimilar material. Corner Beads: Provided at all exposed corners. Sound Insulation: Fill all voids in partitions and walls indicated using bait or blankets in as long a lengths as possible. All insulation shall be securely held in place by friction, or by tying to prevent sagging and eventual gaps. Cut and pock insulation carefully around all obstructions to provide complete and continuous se_.. 09511. - ACOUSTICAL LAY -IN CEILINGS Acoustical Panels: Refer to "Finish Legend" for type, size, pattern and manufacturer. Suspension System: Refer to "Finish Legend" for type and manufacturer. Classification: ASTM E -84 Intermediate Duty. Edge Moldings: Metal of type and profile indicated, with finish matching grid system, and hemmed edges.? Provide with matching inside and outside corner trim. Hanger Wires: Minimum 12 gauge, galvanized, soft annealed, mild steel wire. Accessories: Provide splices, hold down clips, and other accessories required and designed for suspended system used. Gen at: dnstd1 trotsids in accenba ce with mien facbner s primed instructions. crud to mak* with ern..5 r labnns, industry standards 33900 89 tome work a. to reset seismic loading as set forth ay oneei beading code. Praride and trsta0 reMforcing ar supports required to crake the ce.Pmg grid system suftiaienely s &long ro 9 lion, foods imrp6606 by n.dtr nfcall and ...col items insteled n the celing_ Where ceilings cannot be ninp,aeled frac, sthrbere due to mech.., ducts, etc_ fortis. and ks. oft necessary supports and trapeze supports. Suspension systems shall be supported foa<rto the existing structure in sold' and permanent 900533 r fatty cap.. a carrying 00 imposed loads. Deflection shelf not be TO excess of 1/360 of the span a on9r memfa_ Hangers shell be located not fss than 0 thorn pads era( ofd at 4' -0' 0.0. along 'main fees and at corners 06 rvght fixtures. A (fangs shall also be imstdded eft end of interrupted tees. All splices shall be Ytaggered ice suet a mono.- firer urn .a case will a splice occur directly ad)acemt to araahar. Do not kink or bend suspension: system 96,a= as a metre of leveling. All members shall be level to a. tolerance a not mare than 1/8" in 12 ft Moldings shall be installed where ceffings m i wm'ts, partitions or vereal surfaces_ All earners mifere Install acoustical panels in coordination isi0h suspension system, and with edges conceded by support of 063 embers- Scribe and cut ponels to at ecacately 00 quad and at penetrations. Provide all cut outs and perform all fitting required far installation or items which pierce the plane of tore ceiling- Cleaning: Clean exposed surfs of acoustical om n, inan trim. edge moldingsCa and suspension members; b corn:* , Jr manufacturer's instructions for cleaning at. touch -up of minor finish damage_ Remove and redone work which cannot aE successfully cleaned and repaired to perrnenethy 009005090 evidence of damage. 09660 - RESILIENT FLOORING Resilient Tile: Refer to "Finish Legend" for type, pattern. color and manufacturer_ Adhesive: As recommended by tile mom:lecturer for use with his product and substrate to which 0 is applied_ Edge Strips: 1/8" thick vinyl with tapered or bullnose edge_ Provide where tile edges are exposed in the finished Leveling And Patching Compounds: sex - type as recommended by flooring manufacturer. 09675 - RESILIENT BASE Base: Vinyl base, 0.125" gauge by high as scheduled. Style shall be coved. Colors: As scheduled- Adhesive: As recommended by the resilient base manufacturer. Match tile for color and pattern by using tile from cartons in the some sequence a s manufactured and packaged. Cut the D neatly to and around all fixtures. Broken, cracked, chipped or deformed the are not acceptable. Tightly adhere tile to subfloor without open cracks. voids, raising and puckering at joints, telegraphing of adhesive spreader marks through tile, or other surface imperfections. Lay the in grid pattern with grain in all tile running in the same direction. Consult with Architect to determine direction prior to beginning installation. Avoid use of cut widths less than 1/2 tile at room perimeter. Place resilient edge strips tightly butted to tile and secure with adhesive. Provide edging strips at all unprotected edges of tile. Base: Install in as long lengths as practicable. Tightly bond base to backing throughout the length of each piece with continuous contact at horizontal and vertical surfaces. Remove any excess adhesive or other surface blemishes from tile and base, using neutral type cleaners as ecommended by the manufacturer. Protect installed work from damage until final acceptance by the Owner /Tenant. 09680 - CARPETING Carpeting: . Carpeting shall be provided to the Contractor for installation, Contractor shall provide padding for carpet at Cash /Wrap. Contractor shall be responsible for. receiving, unloading, handling, storing, distributing materials, and Installation. Adhesive (For direct glued down application): Provide adhesive compatible with carpet materials: Reducer Strips: Carpet to VCT. #64, 1/8 inch tile, #100 black tile and carpet joiner by Flexco or approved equal. Tackles Strips: Water- resistant plywood strips of thickness required to match carpet pad thickness, with angular pins protruding from top to grip and hold stretched carpet at the backing. Miscellaneous Materials: Provide the type of accessory it recommended for the conditions of installation and use, without failure during the life of the carpet. Gl000 -Oawn Appfc9S Fit .thia:s of raper; iirt, end^ -1°`a+ a pra6 9y coediter of adh ®lie Apply aalrediie ertfer6119 be seta. 60 in accordance with mcnufrdere•s inst^.:ccorrt cam, edges Sgfdfy bade5:er tie fen. seeps wi 16050 9 0951. tightly fa einntrate ar delis rnal ensure e..ff .. lend_ F 6 adb.fve prapre'9 ~am. fate 6 �. Remove de., sarLng pew tc he c-umm Pero .r: =a be c.o.. of_ Vi :: cepet using comae• idi dement Remote spat arc 09 card nqetoe pent stem spats and %farm; CCM. tie re-aved 9 toter -l'o 90009,55 9089101 10900330000059963963369 malting b06° fa err.. aan9600eft a Carpet edge �: stripping urn base of well Lap strip lob ens. pe tree e r off a.v. 6600 space dastuctsans, and Carte manufa09mer .dl R'mis6 a 90031 d searing cer.iirrn for ie. lay the thrfoort"s opnerthi arrerador_ seamen. 0'.9X2 dearee erg. with cern, seam=,_ Rppfg•fMme type cebesue 00 on carp. beef, 1 1! cornet by trimming edge, , a•:. ^. 5660 mart96 cement,. er0 t tug and ar or s tc pro ray far sing car¢ .. elaesses inthi g Ere of carpet Saetc carps is erne., nape -fry thet trim ear t amore sziaping cad comae, beirte ed of me n� 099G33 P 0da0006G ADD 0 60 Colors As stheaded. wfrere rot se cou'' L pre co}uts c0. lectied by 000 Andtha, Cents 0906 :0110 s Err.. th rncosf rcbacr."s 5errdara col _53 loo va..,aoL�. 0 60 3. 9 96 5 06 03 09 0 : . 39 0 0 0 10 09 55 1 01 r its meat be ddfaened ca dna , coetPres with seals timbre... and fabefs - Tate. Paints, Enamels and Saks Provide Me be, quietly gm. ceeder,s o.` falSowirb martu aeri_96 BeejamLT. Moore AI! materials such es t leerier, dryers. . shalt be. a , same breed es that of pointing malefic. o " brand eel by the maritdaoturer of the beard of painting maftriats used rue mar ierids shall creel, from e cans. wfthout thinning or adulteration w °or henever possible to do AU primers and ercaat. of o¢ rt shall E. tinted slightly righter flare shade of finsh coat Interior Painting Ferrous Metal Surfaces (Incloartlg existing exposed structure): One (1) coat Benjamin Moore "Retardo Rust Inhibitive Primer (2) coats of final finsih. Existing Painted Metal Surfaces One (1) coat Benjamin Moore "Speedy Primer Seale,_ Spit prime damaged feces of existing ferrous metal with Benjamin Moore "Retardo Rust Inhibitive Primmer Interior of ducts connecting to exhaust or return grilles, registers, or diffusers shall be given two (1) coot of Benjamin Moore Galvanized Metal Primer Drywall surfaces not receiving other applied finishes shall be painted. Provide the following system at locations scheduled: EGGSHELL ONISH(sales area): SEMI -GLOSS FINISH (hallway, stock room, office and restrooms): GLOSS FINISH (Interior Doors & Frames): One (1) coat Benajamin Moore "Latex Underbody Primer" and two (2) coats of final finish. Existing Painted Walls And Ceili9at prime repaired o apply finish systems of the types and number of coats specified for Drywall Surfaces. Storage of Materials: All materials used on the job shall be stored in single place designated by the Owner. Such storage places shall be kept neat and clean, and any damage there to or to its surroundings shall be repaired to original condition at no additional cost. Any oily rags, waste, etc., shall be removed from the building every night• and every precaution taken to avoid danger of fire. Empty paint cans shall be placed in the dumpster dry and with the lids off. of . ^:ace= loose Remove di dirt, oil, gr... rust, dust,. pant one other foreign math.' before beginning painting and 1rmshing_ Remove hardware, hardware cccessories. mech.. surfaces, d'.. , fighting fi and similar items in place and not to be pointed, u o provide surface protection prior to ue preparation end painting operations. Fallowing omplebon or painting of each space or area, reinstall removed items. Rep, defects to new and existing surfaces to avoid finish failures or the recurrences of previous failures. Cut out scratches, cracks and a n and existing surfaces, fill with approved material, abrasions bring flush with adjoining surface and finish to match adjacent surface texture Patched areas shall not be visible in the finished '.work Seal before application of prime coat. :Exsting Painted Surfaces: Remove all loose and scaling amt Make certain that all paint remaining is adhered well to the surface Remove all grease, oil, and other sunace antamirants which would affect adhesion of the n ew poMt finish. Sand surfaces for proper paint adhesion, and to remove glossy areas in the existing point finish. Sand rough edges of bare areas to feather edge at adjacent sound pa'wd_ Painting and finishing of patched or damaged surfaces occurring outside the contract limit area. shall be conthined to the nearest change in plane or interruption of surface. Materials Preparation: Mix and prepare painting materials in accordance with manufacturers directions. Stir materials before and during application to produce mixture of uniform density. Do not stir surface film into material. Application: General: Apply paint in accordance with manufacturer's diredions. Use applicators and techniques best suited for substrate and type of material being applied. Apply additional coots when undercoats, stains or other conditions show through final coat of paint, until paint film is a uniform finish, color and appearance. Paint surfaces behind movable equipment and furniture same as similar exposed surface. Sand lightly between each succeeding enamel coot. Allow sufficient time between successive coatings to permit proper drying. Recoot primed and sealed surfaces where there is evidence of suction spots or u n sealed a i n first coat, to assure finish coat with no bin- through or other surface defects due to insufficient priming or sealing. Completed Work: Match approved samples for color, texture and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, ags, ropiness o other surface imperfections will not bet acceptable. Remove, refinish, or repaint work not in compliance with specified requirements. Clean -up and Protection: During progress of work, remove from site discarded paint materials, rubbish, cans and rags at end of each work day. Upon completion of painting work, clean window glass and other paint- spattered surfaces. Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage as acceptable to Owner. Provide 'Wet Point" signs as required to protect Ai oPo01 of other trades, touch -up and restore all damaged or defaced painted surfaces. 10520 - FIRE EXTINGUISHERS Fire Extinguisher: Multi- purpose dry chemical type. UL rated 4- A:40BC, 10 lb. nominal capacity, in enameled steel container, for Class A, B, and C fires. Wall Mounting Brackets: Fire extinguisher manufacturer's standard. 10800 - TOILET ROOM ACCESSORIES Ann.:eory Items: Items of work covered herein shall be models as listed on the "Toilet Room Schedule "and manufactured by Bobrick Washroom Equipment, Inc. 14460 - SCISSORS LIFT Pit - mounted dock lift to have 6 ft. x 8 ft. platform with 5000 lb. capacity. Lift shall hove remote pump /motor located in Stockroom with remote hand -held controls. Provide sump pump far pit and two (2) 6 bollards in front of lift for protection. To32o 1 L PROJECT SPECIFIC 1 999 REVISED 1997 REVISED 6/14/96 REVISED 5/03/96 REVISED 08/28/95 REVISED A DATE 6001010" 044*"n�JV 1 EMMA MUM MEIR9. PROJECT [0001100: ADDRESS CITY, STATE SORE N0. XXX PROJEC [ 140. XXX SCA:.L. NOT TO SCALE 0011- XX /XX /XX DRAWII 0 + XXX REVIEWED 00, XXX SHED S P EC I F I CAT IONS H 1 AS 2 RE clTV r SEP PER 7UI 000 1 199) T CENTER