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Permit D96-0012 - SOUTHCENTER MALL - GUESS - TENANT IMPROVEMENT
City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9023 Address: 321 SOUTHCENTER MALL Suite No: Location: Category: ARET Type: DEVPERM Zoning: Const Type: II -FR Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Permit No: Status: Issued: Expires: D96 -0012 ISSUED 10/11/1996 04/09/1997 Occupancy: STORE UBC: 1994 Fire Protection: SPRINKLERS .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Contractor Licence No: FISHEDI141PT OCCUPANT GUESS? 321 SOUTHCENTER MALL SA -116, TUKWILA WA 98188 OWNER SOUTHCENTER JOINT VENTURE ATTN: JAMES J GUDIN, 25425 CENTER RIDGE RD, CLEVELAND OH 44145 CONTACT JIM FURRATE Phone: 206 865 -0450 1035 156TH AVE NE STE *5, BELLEVUE WA 98007 CONTRACTOR FISHER DEVELOPMENT Phone: 415 468 -1717 1485 BAYSHORE BOULEVARD, SAN FRANCISCO, CA 94124 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT OF EXISTING SPACE, INCLUDING RACK STORAGE. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 185,000.00 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 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *1 TOTAL DEVELOPMENT PERMIT FEES: $ 2,334.30 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *4 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Si g n a t u r e: Date: L i/AL Print Name ___ 2L-f"Z__L__t7akei.I.ZEl.! 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. CITY OF TUKWILA Address: 321 SOUTHCENTER MALL Permit No: D96-0012 Suite: Tenant: Status: ISSUED Type: DEVPERM Applied: 09/13/1996 Parcel #: 262304-9023 Issued: 10/11/1996 ************4 4 *************************************14**A************4*4*A*** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Plumbing permits shall,beobtaitied'throu'oh the Seattle-King County Department :Of ,Public Health. Plumbing will be inspected by that agency including all gas piping (296-4722). ' 3. Electrical,berMits,.shali be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency'(248-6630). 4 All mec6a0cal Work shall be under separate permit Assueljpy the City/of 'Tukwila.. - , 5. All perMits, inspeCtion'records, and approved plans shall be available at the :job site 'prior to the start of -any. cop- strUOtionTheSe docuMentsareto be maintained and abl,euntil tinal insbection,a0proval is granted. s Any new ceiling griciand light fixture . installation is required to meet lateral bracing requirements for Seismic, Zone 3. - - ' H - • 7. Parition,WallS-attached to ceiling grid must be laterally braced ifover-etght (8) .;.feet in length. - 8. AWOonstructionto-be:donin. confOrMance with approved plans and'reluirements:of_the UniformL,Buildino Code (1994 Edition)aS amended- Uniform Mechanical:Code(1994 Edition), and Washington State Energ y Code 1994 Edition), - - 9. ValiAity:of'Permit. The issuance-Of..-a'permit or approval of: planspecifications, and COMpUt3tiOnIt shafl not be con- struedto be a permit for, or an approval . of, any violation of any Of the provisions of the'buildino code or of any other ordinance. of the jurisdiction. No permit presuming to give authority :to violate or cancel the proVisions of this code shall 'be Valid. 10. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACESOF NEW OR EXISTING-BUILDINGS IN CONFORMANCE WITH THE UNIFORM 'BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY 'CODE, CHAPTER 51-13 WAC. CITY OF T' 'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: l,l�'_��`_� Existing use: A Retail ' ❑ Restaurant 7 `/J ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Value of Construction: / /oWo -- Site Address: ) ; �- '-'- \ --- _) c) /i C t /7 1 r,- nl e/t c. City State /Zip: sr ii 4-//6, Tax Parce Number., _._ ..7 , (L �, , z1- 1 u�- _) Property Owner: �,clla�i .r,,.,�f�e-� Cry /, ,f,t� Building Square Feet: '/'7'> ' existing Phone: Mir - - 7/- c,.767'0 Street Address: /l / / / Lf ,,3 f; -,_ 61 Ci.',, fC,- /1iU rr. /cl. �./t Vf' /UII�A LEA/ City State/Zip: qi -111-1`i Fax #: / 7 / .2/6 --y( ,C�'1, �[ Contact Person: ..Tiit I/ /a Phone: 02(,)(7 _-.4 5 -0'/50 Fax #: r�!`. . �-. /± / 1 Street Address: 1 . //� `� 0 ;.) , /A` � � , h `J %r �1 7 /.i' /f City State /Zip: ,l! C A elItio� Contractor: 1-0.6v ,,t1,;,,,,.'r,l Phone: �"..1i L[_.. r 1 jl.c1- Street Address: City State/Zip: Fax #: Architect: {/- Phone: /' Street Address: City State /Zip: /r' =,-_-, / ;/ /' /iVe A'[! -;rC . -') .//e 'e t,i,'4 '1tiic'(2.' Fax #: Engin er: /101,-_l Al „ ' r ' 4--,76, c Phone: . 7/el- "(1:2-'/ - (=/.5 7 Street Address: //';,511 Mt; t;ll'i A f; 0,0„,/,, C;, ,,, e. City State /Zip: (4 9e // Fax #: 7) V - ” %`iV - 7, %Y DDescription of /wor to be done: �/ /_ f -f / t' '),,( alYt/atf /c /! y r i4 r' /i - na(e /)7c,) /(, //.)y elec rki J 'CSC /C, (-L / /lei,J >leiki,1 /: Existing use: A Retail ' ❑ Restaurant 7 `/J ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ® Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church in 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) Prxc L-i VcAlutC)l-�'in0 �Xxx) • on Will there be rack storage? ®" yes ❑ no Existing fire protection features: • sprinklers ❑ automatic fire alarm in none ❑ other (specify) Building Square Feet: '/'7'> ' existing Area of Construction: (sq. ft.) '7/7 ;-",c Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Ill no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets 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 ❑ Flood Control Zone ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 PuIEVE COOVED 0 Water Only Est. quantity: gal Schedule: SEP 131993 TUKWILA PI IRI IC WORKS Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 13, Kiel& Date application expires: rn vcii 13, 199n Application taken by: (initials) meV CTPERMIT.DOC 7/9/96 t >�ildl i ane i.$& I�aI h 3 U-t , < ALL COMMERCIAL /MULTI -FY TENANT IMPROVEMENT /AL 'ATION PERMIT APPLICATIONS MUM` BE SUBMITTED WITH THE FOL • WING: ➢ 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 75, SUBMITTED ❑ Complete Legal Description 11. ❑ 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). Five (5) sets of working drawings, which include : El 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). ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ CI Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of t�,� any hazardous materials; dimensions of proposed tenant space. ❑ L1- Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ 171. Indicate proposed construction of tenant space or addition and walls being demolished RECEIVED CITY OF TUKV SEP i 3 1995 • PERMIT CENTER ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). 71 ❑ 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 LicenseQIf no contractor has _ been.s_electedat time of apphcatioria copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Certificate of Contractor ". 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 1 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. BUILDING OWNED OR AUT IZED AGEN Signature: j Date: q //3 J9,4, Print name: Phone: c, 7� ; . Fax #: Address /C - '� 1 .J L- I h lie. (1!t is ', t / /p�.; se , IA L/4 City /State /Zip -3 1 1 i (O 1 CTPERMIT.DOC 7/9/96 ** *,t4,** i0.***** i4- ** *,t:A• * *•k * *tll. * * *d. **, 4***** *,t *,4k * *k* * *•k•A * *•k,t44,! +l *a CITY OF TUKWILA. NA. 'TRANSMIT' fit,4*iF•A•►•,k.ik.A **A *44,. ** fill * *kAi *4 4 ,1 • ki<, k• k• k+• h k *ilk,t * * *AA0 *4k * *A4. *+• *:.AA ** TRANSMIT Number: 89600477 Amount: 869.21 09/13/96 14 :40 Payment Method: CHECK. Notation: PRECISION PERMIT Init: J1EV Permit No: D96-•0012 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304.9023 • Site Address: 633 SOUTHCENTER MALL Location: SPACE NUMBER A-11E Total Fees: 2,210.96 This Payment 869.21 Total ALL Pmts: 869.21 balance 1.341.75 , 4*** a4, l* il* **0 * * * * ** *****,4 *,l * * * **** * *,ti *** * * * **k,t * *** **A * * * *•A,4,4 *•** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES . 869.21 3175 09/16 9617 TOTAL 869.21 4. *A *A*A *k *,t,4**8,4*A.* *AJcAk *A li, A 4* h* kA kIF• Afik,4kIhkik *�4hk.k:�*A**‘A.*A* CITY OF TUKWILA. WA Q n l 1RPN5MIT hklc4k kitAk•hk*cAhirA4c*Ak•k*k t14*Ak **. s :4 :1 •• 4+ 4ktkkh*:tk4••ht•k•+.4.4dti4hh,44•kc TRANSMIT Number: 89600494 Amount: 1,465.09 10/11/96 13:04 Payment Method: CHECK Natation: FISHER DEVELOPMT Init: SMC Permit No: D96-0012 Tvoe :. DEVPERM DEVELOPMENT PEf(i4I f Parcel No: 262304••9023 Site Address: 321 SOUtHCEMTER MALI. Total Fees: 2,334.30 This Payment 1,465.09 Total ALL Putts: 2,334.30 Balance: .00 ******• A•A * **,t * * *•.l * * ** * *A ** * *i4**et 1. **** *;1•k * * **4-A*** * * *•h** *4e* i** * ** Account, Code 000/322.100 000/345.830 000 /386.904 Description BUILDING - NONRES PLAN CHECK - NONRES STATEN (BUILDING SURCHARGE Amount 1.,412.00 48.59 4.50 3958 10/11 9619 TOTAL 1465.09 L City of Tukwila Fire Department John W. Rants, Mayor TU WILA FIRS DIPARTMINT FINAL APPROVAL FOR)( Project Name -55 Permit No. Thomas P. Keefe, Are Chief Address •'•� ( �C p1"9 / Retain current inspection schedule Needs shift inspection Suite # XApproved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: G Hood & Duct: Al Halon: A/ Monitor: Pre -Fire: Permits: .) c / //h '/c Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575-4439 .- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 Projectelu..eSS CG,(( Type of ins ectio `r i NA gtidriss r r" i �- �A MALL Date called: ` 1 1 _ 22 '(0 Special instructions: Date wanted: 1l- 26 5 L Requester: E02N , /Vials.hJ Phone No.: z4 1 __21 _` required prior to approval. 17 Approved per applicable codes. Corrections CO MENTS: Ili lb. i 1 • • i Inspector: W l $42.00 REINSPECTION FEE REQUIRED. Prior to ir(speciion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: /0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: Vg 5,$ Type of inspection: r 11 6 Date called: I( 1,z...0/--"\-7 Address:.( 5c) ✓V yviCd( Special instructions: �.. Date wanted: (j (2.1/ r�m1 �-� Requester: r q Phone No.: 43f _ c%ci co Co Approved per applicable codes. Corrections required prior to approval. COMMENTS: Se. CE: RA ►Ka Ar ems. ) , iro (t... 6~t 1 Ao9 5,60A -R1 D-mi,JC, (i. -1 ASZ) %%Sr- cc..)st r C, sew -1:-9 u(C c.,p PL.. 0,3(k— &clad - ?A v• 0- .--aik'r Ct'at. �3 1- PoS. i r df" LATct1. Inspector Date: ' l 24 4 "o $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: • K• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit `i. PERMIT NO. (206) 431 -3670 Project: /'' mss Type of inspection: Address: /` c. kn Date called: 11.419 Special instructions: Date wanted: / /...../e) `�,� p.m. Requester: --7-4 Phone No.: Approved per applicable codes. Corrections required prior to approval. CO MENTS: OP v . P�c^�•- 1 nl S:�r��,c aS AAS APPlb Inspector: G $42.00 REINSPECTION FEE REQUIRED. be paid at 6300 Southcenter Blvd., Suite 100. Receipt No.: Date: ' ifr4 Prior to inspection, fee must Call to schedule reinspection, Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PE MIT NO. (206) 431 -3670 Project u` . ;s 7 Type o N. m A t� Date called: 11 ' t6 96.„ .��rfiss itt . �1'; pecial in structions: S f r.A1 VII 1 tEt Date wanted: I Ig-96 4 Requester s,' l�pi itilums Phone No.: y 5 l _ 21• 100 Approved per applicable codes. Corrections required prior to approval. COMMENTS: .`1 S-wt r c- S f r.A1 VII 1 tEt McAe, i t P�� P-+ / / (- - -- 4 6 0 &43)v. W 'U"t C A-t.. 2-) : MiS OF seuvi W \rL t'r -r i TM A , s) s Q •s,'to NS I v..) ..Dr t sA,J G tnN'rt, .s Inspector: Date: if a t9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • J Sc INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit jCI(0 ' 00 )Z ✓ PERMIT NO. (206) 431 - 3670 Project/' �� 7 /Ooc,( tS /rUi - c4 —a 5/ /ir (..G�� Type ns 0,61 LIIJ .9 ies 0. E e MALL, Date called: ' 1 _ i , ( ` evo Special instructions: Date wanted: ✓ �l� 6. "' ra p.m. Requeste .. ipal )J4T�. o Phone No.: 431 _ Z itao�N Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ∎ms's. 17f °4- S /Ooc,( tS /rUi - c4 —a 5/ /ir (..G�� __Pl /1///� __S ,---7 '1 /, #/ 37 -I'0 Lid SS 7" -' 4 -t ('/ki.. , _.) Gr.• / - .P _.Q r2, 6, 5 p_apz„f-7-"zzA, f. ur %,L , 5-•'1 o-ii 4/04 a. L%- -...I i r.A ..:.J .. tf / (1i A-37 0 x _ Inspector: Date: jig ^ , $42.00 REINSPECTION"FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Receipt No.: Date: w INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Project: G U n Type of inspection ^ , , b Addre; -,) sx, _ 9 Date called: Special instructions: Date wanted: a.m. / /�g A b Requester: y Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I PERMIT NO. (206) 431 -3670 Project: u ? Type of inspecty" p: mini $ddrss.. • ,E e AIM- Date called: I ! 1 pecial instructions: Date wanted' l , 8.— 9/ a.n� to p.m. Requester ' ` fA)bE` 1 Phone No.: 43 1 _ Z6 (OD � Approved per applicable codes. Corrections required prior to approval. C MMENTS: L.S&Tta.ep ,--- 6.e4,-,-(___ LI Inspector: Date: pi $42.00 REINSPECTION FEE EOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: a .,u; •:u_ ..Aa .....,.s.•u__ tir[,.t 15.,:e, r:. t? t 2 • is assn{ _n:401.1%Ali. i ikkC. r INSPECTION RECORD Retain a copy with permit INSPECTION N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Projer � u..e. Ty ins X 11 area) li.:91.r.c...d A ress: , r /j J It 1 Date call /31 h6 Special instructions: Date wanted: / J / / c, 6 / / pm. rr� 4thfL Phone No.: 43 / c?sci 620 Approved per applicable codes. Corrections required prior to approval. COMMENTS:: .. � Inspector: f Date1/r/ / $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: yieww,,,� AAA. .i.L.C5a '...tM,wef►. t 1kti# kl;;. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit R6-cos '(206) 431 -3670 Projec x-55 Sc fl,j ( a of ins ection: I` '�r �,c.�x.c ai rec,� A 1 �j Cl( Date aJlfl Jb Special instructions: Date w/ eb // �awnyl ���� �b p.m. RTeistell !" rick P one D,1 400 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6A-C..-k— ( eN , ..Di - Z t , `M3 1 Ai\ u„A,. -- D Y 1 lS I f4 WA u- OM . Inspector: 2-- Date: /0 1 31 q{0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Projec uesS -7 Type of inspection' A / „lei 10-2s_ ci ciis :s ielmam ,tecalled: Special instructions: Date wanted: /O _ 2 3.�$:, a.m. Requesters -- ggl Nu`,beG_ 1 I ii_131 Phone No.: _ 3 %70v Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Date: % ai tr $42.00 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. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Proje -�5 •e inspect n - -do`✓Rj� 1 fLE glass :SvaENMP Nu sate c Iled: ip_ 1 ic _Gto Special instructions: 9 �. Date wanted}0 _2_1— Cp•rm. tt tO y Requester�e k1 /Moat, l�l 0, Approved per applicable, codes. Corrections required prior to approval. COMMENTS: Ao SPi-c , Alyttt i rt.. cN- . - f2-ES ► 71-3-c m- vJ 1 L..- (? y.i /s-i nJ L . t S , pi-ciA ►a t, F3 r 1) ..--v-n i S nJ G will-L-3 .-.rti .. . Z.-TS-M(14- I r►irGrk-ii ILA- ; ► a C,. Inspector: Date: i ulzl Ii11 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: / Vad /ri L' PROJECT NAME: (o rJe -S C PLAN CHECK/PERMIT NUMBER: ,179(0 - OD / Z 7 PROJECT ADDRESS: 39l S' rxr CONTACT PERSON: 7-A----"7 4( ' "+'rd's= V PHONE: 006 - 73/ - c P6 v REVISION SUMMARY: ��IYoR°�Ep NPP OCI 2B 1996 ^v I�UiVIJ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY OF TUKWILA SUBMITTED TO: OCI 2 8 1996 PERMIT CENTER CITY USE ONLY arming PutilicWor 3/19/96 k: W' M..: a. uuva:.,»rca:,rAY,Cart.k3vtNObel tO2.2tWMOMVOri :VAMM tin,f 1. :24e OMiAOr.ari!YBaf AtXnetM.Lnab vaay.zemn ` aors..t.rxacnKnxvaw,onao Lkko wo#4 lm44 ...rir•Mo n savaxl CHALKFIR Pc NAM COLLINS SCOT C O N S U L T I N G S T R U C T U R A L E N G I N E E R S October 25, 1996 MEMO TO: Fisher Development, Inc. ATTN: Terry Munden FROM: Bret Maddox \1. j '',�ttr•` Yt� lk i,•r RE: Guess Retail Space - South Center Mall COMMENTS: PRINCIPALS Daniel D. Putnam, P.E. Jamaa H. Coffins, P.E. Donald R. Scott, P.E. ASSOCIATES Gary E. Beckner, P.E. Noel C. Gaetano, P.E. Aaron A. Goodwin, CAD Richard M. 0ahmcka, P.E. Jack J. Pinkard, P.E. STRUCTURAL ENGINEERS Douplas A. Goodwin, P.E. Jim L. Harris, P.E. Ronald E. Soo haler, P.E. Thomas V. Van Halm, P.E. CONSULTANT Raymond L. Chalker, P.E. Per your request we were on site to review the support of the front store sign for the newly remodeled Guess retail space. Please find attached, calculations and details for the new steel beam supporting the sign and front soffit area across the entry. Please note the camber indicated for the steel beam (1 5/8 "), this value should be considered a minimum with a maximum of 1 3/4 ". With the extremely shallow beam depth required, deflection becomes a major concern. The camber in the beam should provide a flat or very nearly flat surface upon application of all loads associated with the sign and soffit assembly. In addition, during our visit, you had asked if the bottom chord and web pieces of the existing ceiling trusses may be removed. These trusses are approximately 22 feet in length, and are currently supported at third points by steel all- thread to the supporting structure above. We feel that the bottom chord and web pieces can be removed. However, additional support will be required at the ends of each of the trusses. This support should be provided similar to the existing supports, with an all - thread bar bolted to the wood truss top chord, connected to the double light gauge steel joist above. Thank you for the opportunity to be of service in this matter. Hopefully, this will address the issues at hand. Please do not hesitate to call if you should have any questions, or require additional information. BAMIIh J -97 -041 JAMES O;,FURRATE SPATE QF ,ASHiryGTON RECET CITY OF UKWILA 0c/ 2 .g 1996 PERMIT CENTER C��Y�F1��ED pppR OC.1 2 1996 ltxawEa and %g, 1 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383.1557 fax DISKS817041 M.BAM Court In the Square 401 Second Ave S Suite 560 Seattle WA 98104 • (206) 838.3270 • (206) 467.7788 fax 1 7. °_K'{7S,1V. -1::Ca iii..;: hkletT+% Y' WNiITZ. Wa Vrt,". 5,. 4�natA' xv#e!67C.YL'aesl'WV ^ra:vN.47?6 M! CHALKER Pb NAM COJLINS &'C SC V TR C O N S U L T I N G S T R U C T U R A L E N G I N E E R S • PRINCIPALS Daniel O. Putnam, P.E. James H. Colkns, P.E. Donald R. Scott, P.E. STRUCTURAL CALCULATIONS 4 DETAILS ASSOCIATES FOR ENTRY SOFFIT 4 SIGN SUPPORT GUESS RETAIL SPACE 321 SOUTH CENTER MALL Gary E. Beckner, P.E. Noel C. Gaetano. P.E. Aaron A. Goodwin, CAD Richard M. 0ehmcke, P.E. Jack J. Pinkard, P.E. STRUCTURAL ENGINEERS Douglas A. Goodwin, P.E. Jim L. Harris. P.E. Ronald E. Seehsler, P.E. Thomas V. Van Hakn, P.E. CONSULTANT Raymond L. Chalker, P.E. PREPARED BY CHALKER PUTNAM COLLINS 4 SCOTT, INC. 535 JAMES DDfURRATE STATE•VASNINGTON RECEIVED CITY OF TUKWILA OCT 2 6 1996 HOC ww 7.6 October 25, 1gc16 J -q1 -041 -se RovEo P 1s* 11: Nov V4 PERMIT CENTER 950 Pacific Ave Sutte 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383.1557 fax Court In the Square 401 Second Ave S Sutte 560 Seattle WA 98104 • (206) 838.3270 • (206) 467.7788 fax CHALKER RJTNAM COLLINS ..; SCOTT C O N S U L T I N G S T R U C T U R A L E N G I N E E R S ❑ MEMO ❑ MEETING MINUTES SSET -6 4 - DATE: I0-2� AI° '- CALCULATION ❑ TELEPHONE RECORD SHEET OF NAME: ?(tom PROJECT: Our ' 2+4TAtt✓SoG: n VA A.-L.4.- JOBNo.: 9-7. ORIGINATING OFFICE: .P- TACOMA ❑ SEATTLE T'b61c-(0 k.511(o 131E•-i eGa.nnr cre.'1S /e) - TtiP►ca-t, co�ti,PJ iINEA1.4 eO4s, -)C- fl :$Z Fe%$(.7),.5 T54a,4u.1-4 \W JA, S D'.fURRATE STATE-V4.14t$HINFON i I i { i �� TT,.> ..i�_ . _ _. _ I .. I i �, I i 1 I I � , i -_. i I..._ _.__. -I - -_ E__.. __ ...�... _ -. ___. __ 1 __..1_... __ �ECf'IVEDJ - ,_....1.._.f . _._. �..._ i _106. --i.8 1...9.9.. 1 , ( OF I i i ITY; (TUK +._ . _...__...T_ _ -i .__..__...__. ....,..._........_...j.._._1_._ ._._!_.. _.1.__... ( 111, ERMIf O KTE -.. I ...P I E ( 1 ( I, I, I i 1 ! 950 Pacific Ave Suite 200 Yticoma WA 98402 • (206) 383.2797 • (206) 383 -1557 fax CHALKE4R R7TNAM COLLIINS C SCAT" C O N S U L T I N G S T R U C T U R A L E N G I N E E R S • • ❑ MEMO ❑ MEETING MINUTES ❑ DATE: tO -25 qt" ❑ CALCULATION ❑ TELEPHONE RECORD SHEET OF NAME: tzn.F's" PROJECT: CIUksS t2c T14IL SD. cif .n-% p M.n.t- JOBNo.: 9-7 ORIGINATING OFFICE: ❑ TACOMA ❑ SEATTLE LEASE l.►'�.1R . 1i b'c&'.'1 b f e n I ''4.' F*anv� LQ,.xmTN AMo 1+x -4S AS ' tr, +FcaL it%'. P i ri . coo StypeocrAY • . PIPf� T��TAi 5° 'T I us4E G>,.ASS STCXZfcfrzot -TT 1 ASSE~nral! 1U °N‘1)-? . .1996. t I �N � < ( I 1 y L 7 I I 950 Pacific Ave Suite 200 7bcoma WA 98402 • (206) 383-2797 • (206) 383.1557 fax � I r.••.. Iw •1.w cam..••••• an1 A•••• N ••••■•_ can n__a•._ 1•■ w ne ••• ••••• nnn .•nnn .nn•. .•w wwnn • 4 ( CHALKER ICTNAM COLANS SCO CONSULTING STRUCTURAL • • 0 MEMO 0 MEETING MINUTES 0 DATE: /0- 14 -`1 h .8 CALCULATION 0 TELEPHONE RECORD SHEET I OF NAME: r,c4E-T- PROJECT: Cf UrESS Zg II4 1 L, . JOB No.: 97- E N G INEERS ORIGINATING OFFICE: Se TACOMA 0 SEATTLE i rAtA,o s-rt;av-, fr,e,D,-5-7, I ' 1 4,T 4,0 4. 0 TFZ 12e-f- 1157 V2C) L... /-K , ILA= -t' Gt-erir e- 161.s4- LIJ`-`16r1(-. + (gs-risd6 LA)i-Jrc 650c. Sri-L 6Fg ecC4CD)c- 2.7.1_,L*7 0'4 t!,4-1 . F.rz- ---6t.1.--, (CA,A.Aft-trz. .ccp.t4 spn1:.)1 i rakA tAyr; •1 I.GCrn..15 4 "i(P. i 441p1;. ] , 1 100 , 1.• .1...I. 1. 1.CA-100 tb.etrra isBn (c..p0,Aeit_e .1c4E51') • 1 , ! 1 , 1 ,, i • ...2 I ,,.., . ... TITig i, „1., , .„:.1....7-i4. c. ;,1, • , 7., _ . . . .... - ,1 -..1 _ .... t .. I 1 4 . . ., 1, . • , i - - - t - -..1!•' "• • ----1 '-' ''"- -1--- - — -- r -...--' - .1. E w2y.',A;', cf.A,T! I ' m4,04,,,,,i 4 ,; .. ■ t: ...."---wirl'' - ! — 1--- f-- r 1 1 1 1 i 1 , 1 -1 1 1 1 o.667 ' v 1C4;-•1 WT. 0•Zc; • 1"-- •-`1• 1 j - 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383.1557 tax STEEL COLUMN DESIGN 41164, 12'6771-11. ET. Page 1.- DESCRIPTION » >> COLUMN DATA AISC SECTION »ts4x4x1/4 TOTAL COLUMN HT. = 12 ft SUPPORT FIXITY ---» 1 « 1=Pin/Pin, 2=Fix/Fix, 3=Pin/Fix 4=Fix/Pin, 5=Fix/Free (Bottom/Top) UNBRACED LENGTHS: X-X AXIS = 12 ft Y-Y AXIS = 12 ft DESIGN DATA Fy = 46 ksi LOAD DURATION FACTOR = 1 COMBINE LL & ST ? N y/n SIDESWAY 1:Restrained, 0:Free X-X AXIS = 1 Y-Y AXIS = 1 EFFECTIVE LENGTH FACTORS: X-X AXIS = 1. Y-Y AXIS = 1 APPLIED LOADS AXIAL DEAD LOAD = 1.24 kips ECC. for X-X MOMENTS = " LIVE LOAD = kips " " " SHORT TERM = kips Dead Live Short SLoc ELoc X-X AXIS MOMENTS: TOP = BOTTOM = BTWN ENDS = Y-Y AXIS MOMENTS: TOP = BOTTOM = BTWN ENDS = POINT LOADS: (k) X-X = Y-Y = UNIFORM: (k/ft) X-X Y-Y 7 in in SUMMARY k-ft k- ft k-ft k-ft ft ft ft ft ft ft USE : TS4X4X1/4, Max Stress Ratio = 0.12 Load Comb...» Dead Live Formula 1.6 - la Formula 1.6 - lb Formula 1.6 - 2 = 0.115 D+L DL+ST 0.115 0.115 OK OK OK Actual & Allowable Stresses... Fa : Allowable = 15.6722 15.6722 15.6722 15.672 ksi fa : Actual = 0.44765 0.44765 0.4476 ksi Fb:xx : Allow []..6-1a] = 30.36 30.36 30.36 30.36 ksi 11 " [1.6-lb & 1.6-2] = 30.36 30.36 30.36 30.36 ksi fb:xx Actual = 2.63429 2.63429 2.6342 ksi Fb:yy : Allow [1.6-1a] = 30.36 30.36 30.36 30.36 ksi 11 " [1.6-lb & 1.6-2] = 30.36 30.36 30.36 30.36 ksi fb:yy Actual = ksi Max X-X Axis Deflection = -0.060 in @ 6.96 ft from base Max Y-Y Axis Deflection = in @ ft from base DEPTH WIDTH FLANGE THICKNESS WEB THICKNESS AREA WEIGHT STEEL SECTION DATA = 4.00 in I-xx = 4.000 in S-xx = 0.188 in R-xx = 0.188 in I-yy = 2.77 inA2 S-yy = 9.40 plf R-yy = 6.5900 inA4 = 3.2950 inA3 = 1.542 in = 6.5900 inA4 = 3.30 inA3 = 1.542 in City of Tukwila Fire Department Fire Department Review Control #D96 -0012 (511) John W. Rants, Mayor Re: Guess - 321 Southcenter Mall Dear Sir: Thomas P. Keefe, Fire Chief September 26, 1996 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) S754439 ( _ City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1004.2) 3. 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) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 4. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. 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 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) 6. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 7. 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 5754404 • Fax (206) 5754439 City of Tukwila John W Rants, Mayor Fire Department Page number 4 Thomas P. Keefe, Fire Chief Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 9. When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 10. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 575.4404 • Fax (206) 575.4439 C: City of Tukwila Fire Department Page number 5 Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W Rants, Mayor Thomas P. Keefe, Fine Chief Headquarters Station: 444 Andover Park East � Tukwila, Washington 98188 • Phone: (2OO) 5754404 • Fax. (206) 57$4439 LL4xvu.:..n+.�,,;, -lt: ass «.� 3:' i+ kti8• ry' ws,.: L, •Wx;,`:x�Y.::s�:c•:m;a'sa;,^. u7n: Ram' xtir .�aeui: ^iz:7SuaN.T•rSl+:2ne�r, ::+aaX�aFMCdX�4s- aPSnfX: aver^ h? rxOE' s+ xnuttR• itxs2: nftu. e+. csu'+' �naaanln+ mw! ra• aw. 3lc+ �n✓ wmw. v�+: n..+++.. a.... r.. . �... rc*.+ ompae+.v'.R�Y4'w!Y,!!!SKRp!:`,; •�, City City of Tukwila FILE COPY John W. Rants, Mayor Department of Community Development September 17, 1996 Mr. James Furrate 1035 - 156th Avenue Northeast, Suite #5 Bellevue, Washington 98007 Dear Mr. Furrate: SUBJECT: Development Permit Application Number D96 -0012 Guess? 321 Southcenter Mall Steve Lancaster, Director This letter is to inform you that your permit application received at the City Permit Center on September 13, 1996, was reviewed at the September 17, review meeting. Your application was determined to be complete. Your begun the plan review process, you will be notified of any corrections or plan is approved. of Tukwila 1996, plan permit has when your If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, --4/9.<e&Le- 'R-0:66.191r) Kelcie J. Peterson Permit Coordinator ,D96-0012 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD F625-052-000 (3-92) .•" SOUTHCENTER 1l U K W ,_ L A q W d1L S LC71 .. N G Il O d V` tXjb cx12 SUMMARY LEGEND LOCATION: MALL DEVELOPER: MALL TENANT COORDINATOR' APPLICABLE CODES: ACCESS CODE'. OCCUPANCY: CONSTRUCTION TYPE: OCCUPANCY LOAD. 100838EN0E6 633 SOUTHCEENTER MALL SPACE N0. A116 TUKWILA. WASHINGTON 98188 THE RICHARD E JACOBS GROUP 25425 CENTER RIDGE ROAD CLEVELAND. OHIO 44145 -4122 A. EDWARD COOK THE 8ICHARD E. JACOBS GROUP 25425 CENTER 8IDGE ROAD CLEVELAND, 011I0 44145 -4122 TEL: 12161 878 -4600 FAX: 1216) B92 -2308 UNIFORM BUILDING CODE, 1994 E0. UNIFORM MECHANICAL CODE, LATEST ED. UNIFORM PLUMBING CODE, LATEST ED, UNIFORM FIRE 800E LATEST E0. NATIONAL ELECTRICAL CODE. LATEST ED. STATE AND LOCAL REQUIREMENTS AMERICANS WITH DISABILITIES ACT (ADA) ANSI 117.1.1992 TYPE II F.R. (FULLY SPRINKLEREDI 14206/301 + 1550/3001 = 142 OCC. AREA SUMMARY. STOREFRONT: 138 5060. SALES AREA: 3.607 SOFT. FITTING ROOMS: 285 SO.FT. STOCK ROOM: 443 SO.FT. TOILET ROOM: 63 SO.FT. EXIT CORR.: 178 SO.FT. EXIT VEST.: 44 S0.FT. STORE TOTAL: 4.758 SO.FT. 159.51 59.5 0- /O--�+ SURFACE ELEVATION EXISTING GRADE EXISTING CONTOUR PROPOSED GRADE PROPOSED CONTOUR COLUMN OR GRID LINE WINDOW MARK SECURITY WIN00W ODOR MARK SECURITY 0008 �� -VIEW rV�'Y- INTERIOR ELEVATION NO SHEET N0. SECTION N0. SHEET N0. JIG aI DETAI N0 SHEET L N0. . 08 41800X006 HTN6E0 0003 08 41868 1100INDOW DIMENSION TO FACE OF FINISH DIMENSION TO CENTER LINE s DATUM =ME CONCRETE = CONCRETE MASONRY a 3 HR. CONC. MASONRY - BRICK MASONRY EXISTING STUD WALL '•- NEW 5TL. STUD WALL NEW VARYING HI, 5TL. STUD WALL - 2 HR. STEEL STUD MALL 050 tre +ro EXIT LIGHI CEILIN6 7008110 018051 FAN SMOKE DETECTOR HOSE BIB FUEL GAS BIB RECESSED FLUORESCENT ■-o STRIP FLUORESCENT B. i BLANK FLUORESCENT SUPPLY AIR REGISTER RETURN AIR REGISTER SUSPENOED CEILING GRID 0 SPEAKER FIRE SPRINKLERS: Q 0 CONCEALED RECESSED PENDANT F.H_L. � FIRE HOSE CABINET F.H.6 -"-- FIRE HOSE ANO E%TINGUISHEP CABINET F.E.C. CABINET FIRE EXTINGUISHER ABBREVIATIONS VICINITY MAP A/C 410055. ACOUS TIC8L ADC. 8070510EIN 858018490E 8608E FINISH 6107 BL. ALUMINUM ALT *8001000 4900. 408115E PANEL 77160X, AP0R0XIM4TELY ARCH. 8RCHITEcOUR9L 856 45655705 0. MOW, B0. 00880 CLOSET, AT BI TOM. BI51418061 LP. 9LK ANO POUND OR NLIBER ANCHOR DOLT 858 C600IT IONING dSPHALiIL CONCRETE E610 E P_ EOPT Ew E %ST. E %T F F.11 F.C.O . VT. F.E E_. L F.N. F.H.5 1.7.61 408TOM BEDROOM BACK OF HACK C0MPACTO6 CABINET CEMEeNiT845IN CERAMIC 107917 GU4RQ SWOONIRON CONTTOL JOINT. CONSTRUCTION JOINT CFULKI96 CLOSET CLEAR COUNTED COLUMN COMPOSIT'ON CONCPETEI CONOITmN C6618607UR SON ONTRACTO Cp6RI00R CARP L COOK CENTER TOP COUNT CUBIC ERSUNK KEN' DOUBLE OETATIMENT 001841096 FWNTA18. 001X01861IR BIABCDIMENSION NAL OONNOSER 6000 08ENIN6 BMW' PIPE SSW' EACH. ENTRY EXPANSION JOINT 6EV4i00N ELECTRIC ELEVGENN EMELGENCY ENCLOSURE PAWL w4r6a COOLER EXTERIOR FIXED FIRE ALARM 80006 LL FLOOD OP FI FI FI EX FLO FA G6158ER GU0SHE7 RABE CABINET HE8 CABINET 20060 106E 8060X000 HEI680 HOLLOW HELAL HORIZONTAL HOUR HEATING 800/109156 6 AIR CONDITIONING INSIDE DIAMETER 08 004085I08 INCH INSULATION INTERIOR INVE6TE0 JANITOR JOIST JOINT KITCHEN LINEN C LABOS LABORA LAMINA MACH. 4INT_ HAS. MAX MR. HC MECH. MFq MIN, MI6. MUL. N. NAT. N.G. N.I.C. NOM. N.T.S. 6i 0.A. OBS. 0.0. 0.1,0. OFF. IWNG. DPP. MAINTENANCE W8SDNRY 8 1 80UA0 L TER BATH MAS TEP BEDROOM MECHANICAL CABINET MEMBRANE METAL MEZZANINE MANUHOLEURER 61660UME MIRROR MISCELLANEOUS WA50NRY OPENING *ULLIN MULLIOON NOTH NATURAL NATURAL GRBBE 901 IN CONTRACT NOMINAL NOT TO SCALE 748111 PEPIM. P=ETER PL. PLATE PLASTIC LAMINATE P1AM PLAS_ PLUMB PLYHD. 081X005 PM. PAINT ") PR. P P.RH. POWDER ROOM ROJ. 1JECTISN 8r8. 0 . PAPER TOWEL 761.0.68. iONELHDISPENSERE6 RECEPTACLE PT7: PARTITION P i 8 NECEPIACOLE 0. T. [MARRY TILE 0.e_ RISER RAD. PEEP, RECT. REF. REG. REINF. REDO. P SIC. flEV. R H_ RX R 0. PWO. s.C_0- FLED. 5.0. 50858. . 5HT6_ SIB. SPEC. SOWS. SK. 511. STS. 5TL SiOR. 5YM_ T.B. CL CL. TEL. EMP_ TER. T. 66 THK. T.P. T.P.O. 7885. T.W... TrP. u.9.c U.L. UNE_ U.O.N UR. AT VEND. V NT, VEST. VEST. w. c. W/ W C. D W.H. X.I. X I. X.R. FOOT ORAIN LEADER PA E OCEUP L P REFERENCE B1EE6ETO EINO EMEN T RE 801089 0V15E0, 00606500 886X1 N N5 000* 80668 NG 010X000 OPENI SOUTH SUPPLY dIP 59385 CORE SEAT COVER DISPENSER SCHEDULE SUB DPSIN /5047 900110SER SECTION SHEET SHEATHING SIMILAR SCO E 019E SANITARY NAPKIN rNDOP BOIEIAREICAi]ON STAINLE55 51080 SE6VICE SINK STATION STANDARD STEEL 510616E STRUCTOR4L SUSPENDED SvxxETRICAL TONEP BAR 9P OF 1066 HE CLOCK TELEPHONE iEHPEREO 806660 4 80965E 490 GROOVE HICK T00 0 TOILE OISPE T8ANSFORHERE TOP OF N881777196 TBP of u TYPILAI- 65500 UNIFORM BUILDING CODE UNDEPXRI TED'S 6900115800 FINISHED RE5TOS TILE 8067 7OHNUGH ROOF VINYL WALL COVERING 1426 WIDE. WIDTH, WITH Xaoo ER CLOSET CENTER KEY PLAN MAIN LEVEL SHEET INDEX JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 40035 310 663- 47116417 2138790140 REVISIONS ARCHITECTURAL DRAWINGS: A0.1 A0 2 TITLE SHEET GENERAL NOTES 81.1 FIELD OBSERVATION PLAN A1.2 FIELD 065ERVA1109 A0060 CEILING PLAN 01.3 FIELD OBSERVATION REFLECTED 1111.111 CEILING PLAN A2.1 FLOOR PLAN A2.2 REFLECTED CEILING PLAN A3.1 A32 INTERIOR ELEVATIONS INTERIOR ELEVATIONS A4.1 STOREFRONT PLAN, ELEVATION 6 SECTIONS 44.2 STOREFRONT REFIELTEO CEILING PLAN 84.3 STOREFRONT DETAILS 44.4 SFNSORMATIC WTRE CLOTH DETAILS A5.1 ACCESS TOILET PLAN AND NOTES A6.1 6008 FIXTURE PLAN 47,1 DETAILS A7,2 CEILING 6 MISCELLANEOUS DETAILS 47.3 INIENIOR DETAILS ARCHITECTURAL SPECIFICATIONS A51 SPECIFICATIONS 452 SPECIFICATIONS AS3 SPECIFICATIONS AS4 SPECIFICATIONS AS5 SPECIFICATIONS AS6 SPECIFICATIONS PLUMBING DRAWINGS AND SPECIFICATIONS: PI PLUMBING PLAN P2 RISER DIAGRAM AND PLUMBING DETAILS P3 PLUMBING SPECIFICATIONS BRE F CI EC' g1rt MECHANICAL ❑ELECTRICAL Q PLUMBING 0 GAB PIPING IVOP DN SIION BUILDING MECHANICAL 05887655 AND SPECIFICATIONS: M1 MECHANICAL PLAN M2 MECHANICAL OETAILS AND ENERGY COMPLIANCE FOAMS M3 MECHANICAL SPECIFICATIONS ELECTRICAL DRAWINGS AND SPECIFICATIONS: El POWER PLAN E2 LIGHTING PLAN E3 ELECTRICAL NOTES AND PANEL SCHEDULES E4 SENSORMATIC AND DATA WIPING 801117 E5 ELECTRICAL SPECIFICATIONS LANDLORD REOUIRED DRAWINGS (NOT PART OF THE CONSTRUCTION 000010NT5) 175-01 TYPICAL TENANT GUIDELINES 110 -1 ELECTRICAL DESIGN CRITERIA TTE -2 ELECTRICAL DESIGN CRITERIA TT11-1 MECHANICAL DESIGN CRITERIA TIM -1 MECHANICAL DESIGN CRITERIA 718-1 MECHANICAL DESIGN CRITERIA 804 -1 NECNANICAL DESIGN CRITERIA TM-1 MECHANICAL DESIGN CRITERIA TTM - 1 MECHANICAL DESIGN CRITERIA JURISDICTIONAL AGENCIES 1. BUILDING DEPARTMENT: C1IY OF TUKWILA BUILDING DIVISION 6300 SOUTNCENTER 101151ARD 1UKWII A, WASHINGTON 98104 ATTN'. JOE MNY 216 -41 TEL (206) 296 -4187 CIN DFR O VWE {;PP 651 6 1455 BOLO SEP of 3 1996 PERMIT LEWES Southceaer .r7 TI7LE TITLE SHEET 3 SDI 96 WET A0.1 ET Or RESPONSIBILITY SCHEDULE RESPONSIBILITY SCHEDULE SECURITY NOTES FIRE DEPARTMENT NOTES, CONTINUED LEGEND 1 (J 1 JOHN SIESEL Q� /i ASSOCIATES ARCHITECTS 11E10 SOUTH S CALIF. 90035 LOS ANGELESCALIF.80035 310 5534711 FAX 2138732440 FURNISHED BV: INSTALLED BT: FURNISHED BV INSi4LLEO BY REMARKS: I. SWinging Doors'. A. poor st oDS of i - 'nging doors sna 11 De pl one -p:eme iomb true t ion withsthe lamb Or Idlned by raeee[ t0 ! e amb. B. All pin-type hinges n the door accessible from ohasede the serum! der_ hinge the Inor s ion. t shall have mnon-removable - em1 /4' diameter pins. In addition. they all have nim am ter steel Iamb slue shaped 1 /4' m n- with ev nt removal unless the hinges are seabed t° prevent removal of the door if the Hinge Dins are removed. e C. The strike plate for latches and me nolmng device for prolectmg deadbolts in wood construction shall be secured to to lamb and the wall framing with screws mot less than 2 -1/2• in length. D. OeaObol[s Shall [pn thin hdrtlene0 inserts. Deadlocks stall be operable from the :nslfe without a key, special knowledge Or special effort. F Straight deaee0lts shdll have a m um throw of 1' ana a embedment pf not less man'9 %0 ". P nookmshapeb or an expanding -lug deadbolt shall have G. wothnsol and tore [osstruc[i0n1or1 3/B' to ick minimum H. HEsss core doors or doors less man ace wr ;n 6h gaug ass small be covered i toe screws face wcen centers gauge sheet meta[ attached with screxs [ s' on c nmrs around the perimeter or egmyalena or I. Wood panel type doors with panels fabricates of lumber not less than 9/16 inch thickness, provided hated portions of the panels are not less than 1/4 c thick. Intl iv i0ual panels small not exceed 300 in n area and q. a Stiles an rails shall be of 5 I3e lumber with overall linens inch of not 1¢55 [man 1 3/8 inches a thickness one 3 inches m width. Mullions shall be considered a Dart of adjacent panels unless I e as required herein for stiles and rails except mullions not over le inches long may have an ran width of not less than z MESH. Carved areas overall have a to i[kness of not less than 3/8 inches J. Glazed openings within 40' of the poor lock when the - I gs door is n [hP closed position shall De fully tempered glass pf approved burglary yes stint dens materiatPS°rasnalf be protected by metal oars s screens or gri having a maximum Opening of 2'. The DfOVis ions of [Has section snail not apply to vi ww ports o windows which do not exceed 2' i their greatest dimensions. K. Glass doors shall have fully tempered glass. 2. Cylinder guards snag] be installed ° all cylinder locks or the cylaedes projects beyond the face of the door therw:se Sable to gripping tools_ 3 Sliding glass doors and meows shall ee equipped with locking devices one shall be so constructed and ,stalled that they remain Intact and engaged when subjected to the 4 Sliding dp drseanpnwU�iif orm Building Code Standards. ndrw5 shall De provided wim a device in and remocengnef Inc rf moving panel panel iin the pclose or [partially 5. Other penable wi Bows small be provided wan substantial g devices. I° 1 Occupancies, such devices she]] be fide . ohms, naeoars. a tl /or 9 o padlocks Wi[h tin imam 9/32' hardened steel lrshackles and bolted, hardened steel Hasps. fit Screens, barricades, or fences made of material uh ich ° iii rppfn balcdnd o asinlie rsumtagdithlcnridwni /Ti 8 feet of a utility Dole or similar structure. - GENERAL Exit shall be Internals illuminated and shall have two es9ns Y Dover �dur sws Separate plans far all faxed and mobile fire protection equipment, and all it prior systems be submitted to the Fire Marshall for approval privy to Installation Bu: ]O ing ccupant sM1a 11 s tiro Oernits required by the F:r¢ Department from [ne Fire PrevePSiOn Bureau prior Lo p[[uDY:n9 Oui ltl ing. T o rue e n model or demli [ion of a building snail c o m p l y wit UWF -C �4r[iclea63 -re Building numeers shall be easily visib le and legible from me man [ne tenant space A. FIRE PROTECTION EWIPMEN: 1. not Provlde a portable fire exting5 i snot w;fo a rating of not less than 2 -A IOBC x :h in J5 foot travel Distance to all ppr[Onst °� [ne Dui l +ing on each Ilnpr. M duo in [ ru t an ainra in same g - 2. Provide portable fs,a ext inguasner as repuaretl by the ore department fTela Inspe rot. 3 Required fire a +t irgu :sn:ng systems ALL PpgiT0N5 OG - THE BUILDING SHALL BE R ILL SPq [FxL EiiEO, Der UBC Stand.x0 38 -1 System Is to be Design -Build and is by Separate Permit Fire Sprinkler Contractor shall submit drawings and obtain approval from the Department m am[mn one Safety. Pfabrical DDi.sion. and Fire Department 4. FIRE ALARM SYSTEM IS BY SEPARATE PERMIT Fire Alarm Contractor shall su0mf drawings and obtain oval from the Department o Building and Safety, approval q prior to Electrical part von, n0 the F0ye em shalln; U F.C. aArti a installation. System shall comply with U F.C. Article 14 B. EXITS = 1 Exit =4":=2,°:"i= O'rec tiro Of t travel when p mare Lhan 50'persvns. 2. Every exit door shall ::e ppenab le from the insi a effort[ me use f Key r any special De of can apt without Special forkey eeames snarl be an approved type. N° dead bolt= !IOig bolts. e - 3. Panic Hardware snail be prov lded or ant du0rs se nny orr ioors or stairways handling an occupant lodeof `50 or more persons. C. SIGNS AND SEATING e II exit signs snail nave a mi imm natter ntntnc of 6' ° [lot ras:in back n a g groundnand s all be internally lit. 2 Emergency l:ymtinq tali De provitle0 giving a value pf onw out candle a floor lever. 3. Aisles: nil iota In 14' aisles t0 public way . D CORRIDORS a OPENINGS 2 For Cprrdi Yet scleedrecen requirements l`Hour , 2 3. Doors rpenan Into required 1 hour fire reslstave all be protected with a sin and draft stop fire assembly havin. rating_ g a 211- minute ratio _ 4. Smokeproof enclosures are not requsre0 E PIPE SEP49ATION 4x0 [OxSiRULTI6Y REOUIIEMExiS 1. Gives idm walls are not required. F. INTERIOR FINISH -cS 6 FLAMEPPpOF1N6 Inter;0r flniShes small coolly with U.B.C. Chapter 42 1 Mall (landlord/ s de: wan and [suing edclass tines= an end pe specified shill: exceed class I. c smoke Ee one Dpmt name spread not eed 25 and a smoke density rating not to exceed 300.exc 2 Interior wail and ceiling finishes unless otherwise sped fietl small be [lass II, wifo an end 0 1 1 1 4 0 1 0 0 0 1 0 1 flame spread not to exceed 75_ Only Class I and Class ]I finishes may be used in areas opening Co the Nall. 3 interior wall and ceiling finises for Tenant exit Spread no snail be [1355 II. with an end tyira flame Spread not to exceed 75 and a smoke density rating not to exceed 450. 4. Any decorations used shall be non- coc00500Nle or flameDr° °fee in an approved manner_ Includes but not limited t0' curtains. drapes, shades, hangi05. etc. 5 All decorative materials shall be maintained in a flame resistant cone itirn. G SPECIAL HAZARDS f. Anyp use 01 00 0-4ous materials snail conform to exempt 0015 a1 permitted 6v ap01ica01e restrict ;pHs 01 the City and Fire Department. doors 2 penetrate mefirerra000 walls lantl ceilings. 415mgke'anauf ire dampers shall Oe Installed when occur in 1 -hr. corridor_ 3. For. Type I fire rated construction, all wore used shall be retardant treated one snail have a fire rating_ 1. 'cetera] Notes' indicated repui red minimum standards and do not take precedence over stringent requirements of the drawings id /or pecifnczt:onsst f FIXTURE CONTR. J TENANT'S SPECSAI CONTP LANDLORD TENANT GEN.CONTRACTOR LANDLORD TENANT GEN.CONTRAC IOR FIXTURE CONTR. TENANT'S SPECIAL CONTR. LANDLORD TENANT GEN. CONTRACTOR FIXTURE CONTR. TENANT'S SPECIAL CONTR. LANDLORD GENERAL CODE NOTES E %I i5 i key, special he wletlye prleffor the without use tit 2. cure idurs ar required to ee on -Hour crnso-tcaon w,tn zo -min. retell smoke ana draft contr°t sell - closing mot assemblies. 3 All exa"ays Shall he Illuminated per repeirements of the Electrical Code and shall have a minimum Illum:nzt Ion of one tout candle per sae re loaf. CONSTRUCTION AND GENERAL REQUIREMENTS I VERIFICATION: All dimensions a elevations shall be vervhed at the site prior to starting construction. The Architect shall he not :l :ell r conflicts Oe[ween me construction documents and me any 2. 5[ruCt oral steel seal! he fabr is a[etl by a licensed City approved. fabricator. 3. Ducts penetrating a -xR. envelp0e ceilings and walls repui re 1 -HP. sin ke antl lire Oamperl. 4. Fire Sprinkler Contractor shall submit drawings and obtain approval from the Department of Building and Safety, Plumbing Division, and the Fire Oar.irtment prior to fahricat;dn or installation. ns 5 fire proofing damaged during [o u[t ion shall bF repot retl "i h 5i mi tar material to return it to its required condition. DISABLED ACCESS gEOUIREMENTS A. GENERAL 1 All nand■ce access nnformancepwithaz ss pros i oo:d the shall be , provisions ( Lhe Am i ns x [II pisa0il it ids Act of 1990. and Slate and local lur:sdictional regulat Ions. 2_ Wn When provide0 at least one [el epnone an one prinking frun[a:n In the building shall De across and and usable by the phYSically tli5114. 3. Interior and exterior mresno1 should be a I/2' above the adjacent floor. Exposed edge shall be ve retl or sloped to m tin 5 degrees u:fo a maximum 11/4. change :n vertical elevation. B. Entrys: 1. All disah law ac ce s ale entrances shall be ntine0 with at least one standard sign and w Ln addltionsl directional signs. as required, visible from apprpac h:ny Pedestrian ways. 2 Latching in g g and locking doors that r hand activated and which are with a single effort aw of acvo w shall be pap t ears. re other h ndwalt designed I an pthe 0e passage ha diare. r p ring Inc a0il ity to grasp the opening Hardware. 3 oetwee0 activated senc es and opening hardware shall he centered es shove the floor. 4. Maximum effort m operate doors snot] not exceed 8 1/2 lbs. for exterior doors and 5 lbs. for interior doors. lush Dull or pith doors and being applied For at error angles ni ge d q or m hinged ordpush a the center plane of li Ole folding doors. when fire doors are required, the foldin effort to operate Inc soar may be increased not to exceed 15 lbs. C. Floors: i. Floors shall eI slip resistant. D. Electrical and Mechanical controls: 1• ine c ter of re[ept a[le putt ets sna 11 ne nd[ less man i5 mcnes above me nbor or wrrk,ng platform. 2. The cent of the gng of the operating handle of tchese:nten0ed to used by the occupant of the area to control lighting and receptacle outletatang laanceequipment. 0005 000 ndtel essot had 3 feet nor more man 4 fee[ above me floor or working platform. 3. ine center of fire alarm Initiating Bev is es (boxes) shall be located 48 inches above the level of the Ilotr, working platform, ground surface or sidewalk. 0 \3+UF tUY`E DPP RUV SCT 8 1996 BUIt04 N0ON \510w, ° E [+a SEP I 3 1996 PERMIT CENTER DIVISION 1 - GEN. REOMTS. A. PERMITS, FEES, 6 INSURANCE B. TEMPORARY UTIL IT TES C. PROFESSIONAL CLEANING D. CERTIFICATE OF OCCUPANCY �p .�-...a .�. •0••.•0• , ••fl „B. �. MI DIVISION 9 - FINISH MAT. E. FLOORING E. FLOORING SYSTEMS .-'C • III - - -. . t. FLOORING 01.11.11..11.n utmuiscasxvtm 'ssx..i..,.i<n,iici,. Ivse 2. VINYL FLOORING ••�•••• � E. IH45H REMOVAL F. DUMPSIERS 6 TRASH BINS AS REGO DIVISION 2 - SITE WORK __• ���. _.____ b. SHEET TTNYL , , 11:11 HaSE . �..0... .� 3.cSE0NE PAVERS 0. 4. 0 TRANSITION STRIPS : :•• •• - • A. SELECTIVE DEMOLITION •0••••0 CERAMIC 5 CERAMIC TILE FLOORING AND BASE B. TEMPORARY BARRICADE 151 C. OUST BARRIER PER I.L. PERRIS.1 DIVISION 3 - CONCRETE A. CONCRETE i0PP1 NG /LEVELING B. CONC. SLAB OR INFILL (IF PE00.) C. CONC. CUTTING AND COPING DIVISION 4 - MASONRY A. NO WORK UNDER THIS SECTION .0....0.. 10••••0•• �� .0.. • �������- . .- •-•••..r-�•:_ ••• ��._._ �E fl• �... O ..... .■.-. :S 1F REOD. F. ARCHITECTURAL COATINGS 6. TOILET A00M SCOT 0•1•••0••1 DIVISION f0 - SPECIALTIES �........ ��E0.... . �... • A. IDENTIFYING DEVICES �. IF REGD. f. Sip EF11 SIGNAGE 0•r�•••O-•• comoi..iia m fox mete. REVISIONS 2. SERVICE 000R IDENTIFICATION •IJ....�••� 3. ACCESSIBILITY SIGNAGE 4. INTERIOR SIGNAGE B. FIRE EXTINGUISHERS 0•••••0••• �•• .0r-�.�.�..M •IwJ•••. •0r�•• •. rwx ,w alum w fox. cwrs C. TOILET RM. S MISC. HOOKS DIVISION 5 - METALS A. LIGHT GAUGE FRAMING M�M� .�.. •0••••0•� • .O= ®„ a LOCKERS !� ..--.�•.�. E. SAFE (STOCK AH.1 0.....0r�. ^ IJ•••••IU••� B. STOREFRONT SUPPORT FRAMING C. COLD ROLLED LHAN AG. SYSTEMS) F. TOILET RM. ACCESSORIES D. MISCELLANEOUS MC TALS R V IN - WN 'LA w•••• A. FINISH CARPENTRY 1. HAROXD. TRIM • • ..... ��„ .,,8 ■��� ••• DIVISION 11 - EQUIPMENT , , A. U.P.S. 0 •••I0••• • •••. •••••••� . MINIM ,■ DIVISION 12 - FURNISHINGS A. CABINETS AND STORAGE STOCK RM. SH. UNITS 6 NDXR. 2. HARDWO. BASE 3. 3/4' XDOD VENEER 4 ALL RE00. FASTENERS B. MOOD IPEATMENT �. •0 .O. •••• =••0.•• .0... -. •. B_ SALES AREA FURNITURE e�.,e, C. PROPS Q .0.... D. SPECIALTY DISPLAY 0• •0•••. .� -�.��� 959 II,l •, •. Nom., 0.=."-,....•4 �.: 1. FIRE RETARDANT LUMBER 'I WO DIVISIONS 13 & 14 x0 WORK UNDER THESE Dlvlslbxs C. ARCHITECTURAL WOODWORK 1. UNLOAD AND UNCPATE FIXTURES 2. CUSTOM WALL FIXTRS. 6 CARTS 3. CASH 500' 6 DISPLAY FIRTHS. 4. CUSTOM FLUOR FIXTURES -�-�- 0.- r� i 8w'�..,,��. • .:0: l� ^J... ��,.,,.,,� DIVISION D AN AL •••••• HVAC EATING 1 COOL/. OP •IJ •iJ••• B. HVAC 0001 •0• �•0••• KLEK C. FIRE SPRINKLERS INCLUDING DESIGN AND PERMIT 5. SHOE BENCHES (WHEN OCCUR) 6. MANAGER'S DESK ). UPS SHELF B. STOREFRONT CONSTRUCTION O-....0. 0••••0•. • IF gEOD. D. FIRE 6 LIFE SAFETY SYSTEMS , : , 111 E. FIRE 6 LIFE SAFETY SYSTEMS •�••••�••• I2" x 24' @ TEL, iERNINAL F. PLUMBING . ••••0••• G. PLUMBING FIXTURES 6 FITTINGS • INCLUDING WATER HEATER 9. FITTING ROOM HOOKS 1„' '11 X. SMOKE DETECTORS � 11. " ]0. FITTING nom DOORS 11. WOOD FRAMED MIRRORS e..,,, I. WATER TO LEASE SPACE • . ®,, a J. SEWER TO LEASE SPACE 12. THREE WAY MIRRORS 0.....0.. �•••••�••• •� 'rts sr iAxxm, MIRROR f0H1P K. EXHAUST FANS AND VENTS 1.1 .W1.111' 13. 0011 COLUMN ENCLOSURES K. SUPPLY 1 PET. 100 REGISTERS =CI••••0-•• •••.• •••••••••• .......... •. 14. FITTING ROOM BENCHES •••••••••• �MMM...... DIVISION 16 - ELECTRICAL DIVISION 7 - iHERM.6M0ISi A. LIGHTING srsTExs A. INSULATION ,,,8,,, 1. INCANDESCENT LIGHT FIXTURES 1. BUILDING INSULATION • 2. DECORATIVE LIGHT FIXTURES 8,..,IHIll 2. SOUND ATTENUATION BLANKETS „e,., 3 . FLUORESCENT LIGHT FIXTURES TUBES B. ROOF PENETRATION. CURB. FL ASHG. 4. TOILET RN. LIGHT AND 0 Hill •••••••••• 11 •••0••. C. SEALANTS AND CAULKING .0 .�0... 5. EXIT 6 EMERGENCY LIGHTING 0. SPRAY -ON FIRE PR00 /180 OR GYP. .0... 0... B. POWER SYSTEMS 1. MAIN SERVICE SHALL FIELD VERIFY DIVISION 8 - DRS. 6 WINDO ""�"' SER410T 2. MAIN SERVICE SERVICE MIRING IN " 064 00810. GEN.CONTR. SHALL FIELD VERIFY A. INT. X000 DRS. 6 FRAMES • .�....... O •0•• . • ,■ •0••• 0••• ,e,., 3. TENANT'S DISTRIBUTION PANEL •o••••o••• • B. SPECIAL DOORS 1. PATE) 8000 ODORS 6 FPANES 2. RATED METAL DOORS 1 FRAMES 3. REAR SERVICE 000RIS1 6 FRAMES 4. TENANT'S TRANSFORMER 5. OUTLETS, SWITCHES, CONDUITS •0• ••0••• INCLUDING MIRING 6. FINAL FIXTURE CONNECTIONS .0. ..0...- C. TELEPHONE 4. SWINGING GLASS 000001, 00010 C. HARDWARE AND SPECIALTIES ••w'�•••••. 1. TELEPHONE OUTLETS ,�, 11.1 �■ 2 TEL. CONDUITS 6 PULL SIRING .0....0. 0.....0... . 1. ALL 0008 HARDWARE 2. SERVICE DOOR DEVICES 3. SYSTEM .0....0. an W,��,.. =C ••0••• saisoai ivixsrrwiRSxi r "'xi'. 3. TELEPHONE SYSTEM ALARM. EXIT PUSH BAR. VIEW BEST CYLINDERS D. SECURITY 0YSTEM (BUILDING[ 0••.••0•.• IF REG0. 1. !WI ,,, ,,, 0811ERKEx D. GLAZING ]. STOREFRONT TEMPERED GLAZING , 111 111 . 603001ENT6AND HOOK -UP E. COMMUNICATION SYSTEMS 2. MIL. SILLS. HEADS. 6 CHANNELS 3. MIRRORS • 1. CONCITS 6 PULL STRING ,e,,,■e,,, 2. STEREO SYSTEM AND SPEAKERS 4. MIRROR CLIPS, TRIM, ETC. rHiixa sin. eernulMs 3 SPEAKER MIRE 411 • UIIMII:xsiu SENSOMATIC • 11 • "" DIVISION 9 - FINISH MAT. A. GYPSUM XALLBp. 6 ACCESSORIES INi. 6 GVP.Bp' Suuthlee�tei wi cc wxi.x,i..s.iim� :sa ea 2. RATED PARTITI0N5-FRMG.6 GYP.40 "' -. 3. DEMISING PARTITIONS- FRAMING • • '�' 4. ING PARntroows 4. DEMISING PART ITION5- GVP.BD. 5. STOREFRONT- FRAMING 0 GYP. BD. 6. 8120. 0168 - FRAMING 6 GYP.BO.....Q••••O Z. NEUT. PIER _ FACING .0• U ..0...- •••••• .•• ......_. • GUESS • Triimmm. r,al ,I m w uIW1 1 W 8. STRUCi. COL. ENCLOSURES • • • IIIIRII1- 11111111 1 9. FIREST10, B. SU5P. WAD. CLG. 6 FRAMING •- 1111111111 L. SUP. ACOUST. CLG. 6 SUSPENSI0N.0....0. D. PAINTING ••.••••••• NOTES 1. GENERAL CONTRACTOR SHALL COORDINATE THE LAYOUT AND INSTALLATION. 2. TENANT'S CONTRACTOR SHALL INSTALL ALL SYSTEM COMPONENTS SUPPLIED B TENANT_ 3. GENERAL CONTRACTOR SHALL INSTALL CONDUIT XITH PULL RIBBON. iENANi'S CO0 NTRACTOR SHALL INSTALL ALL SYSTEN COMPONENTS SUPPLIED BY TENANT. pqb.....001.2 meet me H RESPONIBILITY SC N ED U LE ..T' ssu ss vmw A ®.L SHEET Of ml «p ce 5099910U 11' pb W12 \- F I E L D O B S E R V A T I O N P L A N NET LEASABLE AREA: 4.772 SOUAHE FEET o SEP f 31996 PERMIT CENTER JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 90035 310 553-4711 F#9213879 -2440 ErIT is v'A1xv,o `,s " +NNH" 'sss REVISIONS Sonthcenter SIMETT MALE FIELD OBSERVATION PLAN A1.1 7' -5 3 /4' 24'-0" 24' O' 2a' 0' 2d' -p' © d' -O" 4 9 9 m - � B' WIDE FLANGE COLUMNS, iVP. B" STUD DEMISING WALLS. iVP. m �. OFFICE - - �y rr_ . � SALES . CASH WRAP SALES .t • T �. STOCK ROOM s -a 4' BRICK VENEER I . ■ ec ENTRY 1-t1-195 MANN -MOPE AL. ENT j _ -_ _ u A . _.- NAO I0 samw. `vLe 7.,,-PU.1LA XIT CORR. 0 FITTING SWAMP GAS VENT LINE 1 ELM AM TOILET - 1 I 6 p WEI __' z 4 THE CONFIGURATION OF THE STOREFRONT AT THE EXTERIOR COULD NOT BE DETERMINED 45 THERE WAS A 44RNCA.E FLUSH TO THE EXTER a+ DP. 1- - pb W12 \- F I E L D O B S E R V A T I O N P L A N NET LEASABLE AREA: 4.772 SOUAHE FEET o SEP f 31996 PERMIT CENTER JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 90035 310 553-4711 F#9213879 -2440 ErIT is v'A1xv,o `,s " +NNH" 'sss REVISIONS Sonthcenter SIMETT MALE FIELD OBSERVATION PLAN A1.1 ROOF SLOPE- TO REAP HALL LEASE LINE 4N0 FACE OF LA625050 E HORIZ. NEUTRAL STRIP ABOVE STOREFRONT nT OF EUTRAL STRIP P%W12 EX08 70aO &BOVE C©EOL�ON , PLA 0 JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOB ANGELES CALIF. 90035 310 553 - 471150%213 6)B 2440 ui nisN'i"1 W `'0000, s axx1'[c.t �sss REVISIONS Seetbeenter EX T s0 ABOVE OBOUOlO PLAN A1.2 MEI. le 00T. AT 14' -0" H- T T T T <T 12' -0. I m -- 1 I /2" 64PoCLiF I $ ' -il- - .L -. •, ..._ I a : SRIXLO. AIR HANDLER @ 10' -6" A.F.F. 16° 0. OPEN WEB JOIST AT 6' -0" 0. TYP. -2' S55LR. 16° D. OPEN WEB JOIST AT 6' -0° 0. TYP. 1 ___2' SPPo(LR. -Y SPNtLB. 16" D. OPEN WEB JOIST AT 6' -0" 0. . TYP +.; .: ,.... - t6" D. OPEN WEB JOIST AT 6' -0" 0. P. LIr 15° D OPEN WEB JOIST AT 3' -0° 0.0 THIS BAY .0B00. 0T 15' F f -2' A.F.E.e. I 12° LSTL. BEAM - Ci 12' D. SiL. BEAM • I2" 0. 5TL. BEAM 12" 0. 5TL. BEAM 12° O. STL. BEAM -- - - -� L MAIN AC DUCT TRUNK - CENTER LINE AT 13' -0° A.F.F. i 1 I 1 I a - -- - -- -- -- 16" D. OPEN WEB JOIST AT 6' -0' 0. TYP.. SOT. AT 15' -2' A.F.F. 16' 0. OPEN WEB JOIST AT 6' -0° 0. TYP. 16" 0. OPEN WEB JOIST AT 6' -0' 0 TYP. 16" D. OPEN WEB JOIST Al 6' -0" 0. . TYP. 16" O. OPEN WEB JOIST AT 6' -0° 0.. TYP. I I 1 .— .— .--- .._._ -- t— t F1 I - I P%W12 EX08 70aO &BOVE C©EOL�ON , PLA 0 JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOB ANGELES CALIF. 90035 310 553 - 471150%213 6)B 2440 ui nisN'i"1 W `'0000, s axx1'[c.t �sss REVISIONS Seetbeenter EX T s0 ABOVE OBOUOlO PLAN A1.2 MEI. le rFx8 ACOUSTICAL LAY -IN CLG E E E A 0 BIT. OF TYP. TRUSS AT THY A.G.F. 0 1 E E 0 E 1 E 0 1 1 E 0 1 E 6 of of OF 1 Ell El O° O° O° O° ::: :o: OF 6° O° OF OF OF A e o v v n o 0 o a E E E E E Eft E E 0 0 0 1 0 a EMUS LL E E E 030303 E E E V V E E E E 7 4 0 v 0 E 0 E E E E E l,l l E E V - 0 E 0- E E E E E E p 4 4 4 p V -V 11 EN r4 FEEEEEE 88 -E - v E E v E E v_ v E v E v E E O 7 D A w D A -- ___ -_ _. - -.w$ A "'D _ _"D '"D 1- id _ EM e o* -e E -e o O° t U 0 -0VP. DD. CLG., j- F I E L D O B S E R V A T I O N R E F L E C T E D C E I L I N G P L A N FIXTURE SCHEDULE ®4 PENDANT FIXTURE Q° RECESSED HID FIXTURE OE TRACK FIXTURE OF RECESSED ADJ. INCANO. FIXTURE EMf EMERGENCY LIGHT FIXTURE NOTE LIGHTING PATTERN I5 AS FIELD OBSERVED. 1000008, THE 0 AND F FIXTURES LOOK MUCH ALIKE. ACTUAL FIELD LOCATIONS OF 1IIESE DESIGNATIONS NAY DIFFER FROM THAT SHOWN DUINTITIES of THE E FIXTURE NAY VERY FROM THAT SHOWN. 5EP of N 3 1996 PERMIT OGNTER JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 80035 310 663,6711 FAX 213873'2140 u, nta1,i4Z ev v xssa�xiss la S. 1496 REVISIONS Southaoater GUESS FIELD OBSERVATION VEF[UCCT[ED MING PLAN A1.3 SIVET Of 31'-5 3/4' 1' -5 3/4" 24' -0' PATCH 6 REPAIR EXISTING VINYL TILE TO MATCH EXISTING NEW PARTITION TO ALIGN / ANC MATCH EXST. STOCK RM. PARTITION 10' -0 5 /B' 5/B REMOVE E %5T. S1L. FRAME WINDOWS AND FILL IN STOCK ROAM r 1 ry PR0VI0E NEW SHEET VINYL FLOOR AND COVE BASE 0' -5 1/2' REFER TO SHEET A5. 1 FOR FURTHER INFO. PATCH 6 REPAIR EXISTING VINYL TILE TO MATCH EXISTING 2' -S 3/4' CASH WRAP ACCESSORIES REMOVE EXISTING TILE AND 5AW CUT FLOOR FOR CASH WRAP POWER AND DATA CABLE EXISTING STONE FLOORING TO REMAIN. - / FILLING AND REPAIR AS PEOUi410 REMOVE EX5T 3' CHERRY STRIPS AND REPLACE WITH NEW 5TRIP5 TO MATCH GUESS 020 REMOVE EXST. 5TL. FRAME WINDOWS AND FILL IN TO MATCH, ■YP. FOR 4 M 4' -0 ENTRY f H Pcit9-opla 9. 10' -2 4/B 9- 10' -2 ]/B F L O O R P L A N RENON( FLOOR IN AREA OF OLD FITTING 90245 TO HATCH EXISTING ADJ. PATTERN —SAW CUT FLOOR TO PROVIDE POKER TO DISPLAY CART. PATCH FLR. FIN. TO MATCH REFER TO SHEET A4.1 FOR ADDITIONAL INFORMATION 1' -6 MAX POP-OUT LEASE LINE I FLOOR PLAN NOTES FINISH SCHEDULE DOOR SCHEDULE KEY PLAN I. ALL DIMENSIONS SHOWN TO THE FINISH FACE OF WALL OR COLUMN, ARE TO THE FINISHED FACE OF THE GYPSUM BOARD OF THE WALL DR COLUMN, U.O.N. P REFER TO 5HEET AG. ' 506 FIXTURE LAYOUT, DIMENSIONS 6 TENANT SUPPLIED CABINETS AN0 FIXTURES. 3 ALL DEMISING WALLS SHALL BE ONE HOUR CONSTRUCTION. GYPSUM BOARD SHALL BE CONTINUOUS WITHOUT ANY HOLES OR GAPS. ALL PENETRATIONS SHALL BE FILLED ANC PROPERLY TAPED TO MAINTAIN THE ONE HOUR INTEGRITY. 4. STOREFRONT ENTRY DOORS SHALL REMAIN SECURED IN THE FULLY OPEN POSITION DURING THE PERIOD OF OCCUPANCY BY THE GENERAL PUBLIC. THE 00095 SHALL BE UPENABLE FROM WITHIN THE SPACE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT WHEN THE SPACE IS OCCUPIED. PROVIDE A SIGN ABOVE THE DOOR OPENING STATING. "THIS 0001/ SHALL REMAIN OPEN DURING BUSINESS HOURS". 5. ANY FIRE PROOFING DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED WI1H SIMILAR MATERIAL AND RETURNED TO ITS ORIGINAL CONDITION. ( PT' ) m. .. T ( PT2 ) amr 3ECT1L COATINGS SE. TO SM. SECI1001 000001 (SF5) aHrTx w.. olsxssuo msr FIXISli MATERIAL 51,030L MA.II1 PESTI,. FLOM. ,101.10 SECTIN MIMIC/SW 711, IR. 70 SPEC SEC 093101 ( 911 ) Purs [nuM ( ST2 ) ( VS2 ) (VBI ) CO ( W61 ) i an Am uTmTm eA.W SWIVEI ( OBI) ( 662) NWEVAT ass -w ( AC2 ) ...."' -._ N0. TYPE NOMINAL SI2E CONSTR0011ON HARDWARE DETAILS FOOTNOTES 0004 TYPES 0 01091 HEIGHT THICK d 5. AS GROUP 1 MOVILE RPM 1811:111011 2 A TH GROUP 5 A J 5C TH GROUP XAMWE PEP RAP 1.WD 5C TH GROUP 5 5 A HM SC GROUP 10 MP MP GROUP 11 Il ,�y�sra Iu� A DOOR B 6 C050L. C FINT IxG FITTINGS 0M. 0000 six CONSTRUCTION ABBREVIATIONS 1 4 WP MP GROUP 11 JOHN SIEBEL ASSOCIATES ARCHITECTS 1160 SOUTH BEVERLY DRIVE LDS ANGELES CALIF. 90035 310 553 -4711 FAX 213 6795540 Ace- REVISIONS Sontkcoeter GUESS MET 7111, FLOOR PLAN SKET A2.1 SWET OF PERMIT CENTER Pd INI TRUSSES en ) JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 90036 310553d]11 FAX 2138]92440 E %ST 2.4 ACOUSTICAL LAY -IN fuG. TO REMAIN. PATCH. REPAIR AND AOC 615 REDO �/5EMNEN FXCT. LIGHTING 6 REPLACE X/ NEM FLUOR GI% R. INDICATED 0,77 .BD Ci G. FIM1':SH® ® BOi. OF iYF' TRUSS AT 9' -B" A.F �0 \ PA,NI EXIS NC GYN. BO. LG i: TYP ( \ - Ex:STING X000 CLG FIN. lU \ NcMd 4. REPAIR <S NLOG y • , `�z'.'cs �a +s. pax w. x��nrssurvlo _ - - r .._. -F - - -- ` 1 .. E E E F _ E E E E E E E E p _ E E E h,.- Y. _ E E E E CJ ,. ❑ % -FIN SOFFIT N� ENt v E E E E E E E �_4� v p E- E E E E E _P xes« ' . I . - �' s -0'- .1 EE Ocr i I E E E E E E E E E E p 0: 0 O D v� p v v Q O v o p R� O° OD OB F. p v. v 9- - P ;, r T ER, OF o o ill OC cY OC __ ._. — A W D _. w . , _ ®_ -- — — D w A _ .. _- Q d .. REVISIONS _. __. - A -- w , "'. __.- A w , L., xvO �. _:. ER, —_ r 0. "1, w • _ _ A w , "'. OF OF OF w _ _ - _ _ _ A w D �( is - nO o rsA Ou - .. Eqr ER OF OF OF O° d OD O o SUSFENDEO SIGd fe 11 O r �_. ER, d d OF PT1 ( ) 8 d d d g _.. `:(D ®A 'r . �, `������� I -M1- �O EP un 171— E., e o II __ � 1 6° _d_)1_ �yj \ OF OF () d -_. - -- ;; .. _ f ,j d D - _. L_� ry s. r cr eF. O 0�. ___ —,- -._ _ I 3 '" o UPRATF � EP, e 1 I. i' -oov. -. V O i _ -_ _ .__. _ e • E E E E E E E E E E E E Oq EM1 —a ice_ air ®v ���➢ -0 0 - _ E 0 e E E E E (� E F. E E E E E OFP - 10 IS AC—A ec J .P- Od 610 0 a e o '''S E E E E E E I XII GVP.UD, CO. E %Si. LIGHTING i0 REMAIN FOR FURTHER INFORMATION REFER TO SHEET 04.2 - 1 it M j- \NS REFLECTED CEILING P,LAN 00 cO ' V Rpa E BU W U 0Nk 5ON 3onhc nte r GUESS Z • iC Er r iz n +4s s o0 . mx. M CEILING PLAN NOTES FINISH SCHEDULE FIXTURE LEGEND KEY PLAN 1. ALL DIMENSIONS SHORN TO THE FACE OF NALL. SOFFIT, OR COLUMN, ARE TO THE FINISHED FACE OF THE GYPSUM BOARD OF THE WALL, SOFFIT, OR COLUMN. 2 LIGHT FIXTURES ARE CENTERED ON CEILING GRID UNLESS OTHERWISE NOTED OR DIMENSIONED. 3 ALL SPRINKLER HEADS I4 THE SALES AREA CEILINGS SHALL BE CONCEALED TYPE WITH A COVER PLATE TO MATCH THE CEILING FINISH COLOR AS CLOSELY AS PRACTICAL. 4 1 SETS OF SPRINKLER PLANS SHALL BE SUBMITTED TO ANL ,ROVED BY: FACTORY MUTUAL DISTRICT OFFICE THE TRANSCOASTAL SKYLINE TOWER SUITE 700 10900 NE 4[N STREET TEL: 206- 454 -3931 ONCE THIS APPROVAL HAS BEEN OBTAINED SUBMIT THE APPFOVED DRAWINGS TO THE MALL MANAGEMENT OFFICE AND TENANT COORDINATOR FOR LANDLORD'S APPROVAL PRIOR TO FABRICATION, INSTALLATION OR OTHER SPRINKLER WORK. PAINT moM - -'' -r - -_ sn� s'" 0w c Ew¢s C P.�xim (Pi1 e - ° ( P12 ) wL / °P iocmmx.isxRxsc zxC1u CO. CT w 0moN (5F5 )M OISI smO NCr wsrcxn P 0 ( RED ) ears c (pC -E OnO1 wfx i�1ss u O1w. EXISTING FIXTURES s+xen OssCRIPilw A ® PENDANT FIXTURE 0 O RECESSED HID FI %iURE E TRACK FIXTURE (AND TRACK) 4Eq a RELOCATED TRACK FIXTURE AND TRACK OF RECESSED ADJ. INDAND. FIXTURE FR O RELOCATED RECESSED ADJ. INCAND. FIXTURE EMI EMERGENCY LIGHT FIXTURE .�0 TOILET ROOM LIGHT FIXTURE r� SURFACE MOUNTED FLUORESCENT FIXTURE NEM FIXTURES irrc OssaMPnD, Aw v nC 10 w sa aeaxmlvxm x Ew �w A.� C..� L r a. is v1 ruw Arrx�e�E> . euOo-w en Ea¢ s.ixn. Minn i1E n C.x.i . O1 - x 2E"' az+m O Esx rrEx x CIA. zs +nw zlnc0xi.xwirxfuc.s�ewr Pen rQrqq Cx-iulmr `16177. DUST-LITE LAMA iOA.La0 A/ ET W M N. s.isi�ra. sMdxCnns Pxuz. xuiE. x CIA. s Ax 0 r¢i Axn " AEU 0000ERMRI n,nrFIT"T'l00. `"� "h msm"T1w r x. ' n. Osnz. x<iiP ,,, - s. EOSZn• , ,V n z 1aT.N T mi x. z , w 1,5d 4sun. avoiE m n�a lz„ EA' `2 -- "� re ELECT nLLw zzxx xCIA 22— 'R"' rxvvue zsA. zosimr xx 1mA �0 CzA a P.m i nCrsor . � ' " Q 0 TA n vcu"EIEEVE wsYnlTE 2EA. la,. 1ww. O rs. n1`1xs x0171017 msA"sx I� iuE 1 E rs s - A91r� x •. "A -' FO awl as vw wre0ss0 uMSSS. spec, SPACE .Tic x x s wwsi em x. EMU W61F 66Pe 1 5® REFLECTED CEILING a PLAN f ILPA N ... F' ... \,, - l .rl IN i,� s maEr ssue a's sssrT ZS ' A2.2 CIVET Of crr o� a." 555 'i 0xxm Icm ,,,k,;,..., ;WV MAIN LEVEL SEPE1E31996 J41 0000410 PERMIT CENTER T--- REPAIR E%ST. VAULTED CEILING FINISH AS REDO. I'110V1UE 6'H,x 16 GA. PAINT TRUSS EMBERS( Pit) 1 5 G +o, B. fvD`. 'JF vAUL' Cte) BACKER 6 MESS_ ASSOCIAT€S 1 SOUTH ARC180 BEVERTE F�CTS LY DRIVE LOB ANGELES CALIF. 80035 310663dJ11 FA%2138TB'JA40 410011 4 -_, IMF — — .4U; rE6 CL ,. a4L 44U 5E5 J - — ExST. MALL'_ J z3 ( PT2) L_ JL_ f-- ® T ® n•�•1■i r —1 _ / �� \ _ , Pr� -- - - -- - - - -.\ -- -' -� I 11 - .- 1 -.I� j 11111•1111111•1•1 -- o \ / DPEN 10 ®, xNB i� n�nl■NI I 1■■/i� ■t �� ■n�� 1 �� �■■n USE MI ,x xT, x, "s""'" ,"x, K a x02 EMIR Kalif III IF II A / ® �� ® ® PT2 H. 6 FRAME r4' POLISHED GL. MIRROR EAST ELEVATION - SALES AREA AND BACK WRAP 9 \-- - -- EX:STING CART. TO REMAIN, TYP FOR FOUR 141 NEW "6' STYLE BACK 2RAP REFINISH H/ GUESS? FINISH 420 CUSTOM LIGHT / 0 ® . x04 AD.;. GL. SHELVES AND RECESSED STANDARDS MEMBERS( PTI ) - GUESS? TUBE S0L ADJ. iYP. GRAPHIC. REF. TO SHELF SYSTEM GEN. CONTR. SH LL CONFIRM CONSJ NOTE 3 MOUNTING BRACKET HT. 0/ GUESS, O PROVIDE 6'0.0 IG GA. P SP.. BACKER PLATE ® TY BEHIND FI %LUTE MOUNTING PLATE BOX FINISH GYP. BD ENDS OF VAULTS( PT2 ) REVISIONS ii. 1 PAINT TRUSS 'Alb INH=111.=.fin■ o I ►`_ I NI = 1111 11111111 11111151115 151 1111111111 11111 �._._._. : == : =: _ -- . 1 � =: L ® 1/2' CLEAR TEMPERED GL SOUTH ELEVATION - STOREFRONT .L � (PT2) O _ NORTH ELEVATION - REAR OF SALES AREA CRP 449 NGr = Pr2 )TOP. - j4o2)004. \ \\ m - 2 �_� r im�= _ nnnSn� . � mil 1 IselselseI - 1 II WEST 5116 — ®C ® CABINET W GLASS SHELVES ®C ABOVE ON RECESSED 110000RD5 AND PACK TS ELEVATION - SALES AREA AND FACE OF FITTING ROOMS O PROVIDE 6' N- x 16 GA. OF GY0,00 P.BO • /1 STL. PLATE BACK o PT2 ) CM - CM (PT2) ® AI 91, A .. OEi0 SALES m _- o i it 1 . �' IIIi1JI f ® u a Southeaster ruvu.. x.snrxsr0x sa�s0 A CASED OPENING TO MATCH °N� MAPLE IRRDR FRAME BY FI %T ®� 0� xr'z FITTING ROOM DR. FRAMES ® CONTR., 1/4' POLISHED GL. ® ‘127 EAST EL . GRAPHIC. REF. TO NOTE 3. CONST. NOTES MIRROR BY GEN.CUNTR. WEST EL. NORTH EL. - EAST EL. - DISABLED SOUTH EL. - WEST EL. - DISABLED FITTING© SOUTH ELEVATION - FITTING FITTINGel NORTH ELEVATION - FITTING DISABLED FIT'G FITTING DISABLED FIT'G FITTING GUESS • ine0000 Ixin Tss v0 O O O FINISH SCHEDULE CONSTRUCTION NOTES PA 1 TO SM. x x. T 1)0/040 yy(ST DT 4210)04 rTmnl 00 seTOx (vT1 ) a evru02 vzE. �z . �z 1iDoD (VS2) a� ouxrrc�u ( 000 ) 0� E K( OOTO!0e rs x ®moo zrwrx zx B18-50 0235 - v L1°' ::/ rer. 2/000S.ux< x020 5411)w MEM TO 1400 .C710/10955U) ( NOS) ur asx mw. a xw Snrmm asE x L si w ( 602x) r °�w �- (GR2 ) '� van. (AC2) r-- '(09 r� .ae mn xxrrr A 4. HEFEH TO THE GUESS? '010024E NANJAL' FOR ADDITIONAL INFMCS00000 REGAflDING THE PERIMETER HALL FI %TURFS 50004 2. PAINT GYP. BD. NAILS AN0 CEILINGS IN STORAGE. CORRIDORS MU OTHER AREAS NOT SHOWN 0 1 0 2 ( 4 0 0 ) 3. VISIUALS AND SIGNS .SHOWN ARE FOR KEFERANCE. GUESS VISUALS DEPT. SHALL FURNISH IGN NO VISUALS FOR THE 6EN.CONTR. TO INSTALL PER DETAILS OR OTHER INFORMATION SUPPLIED BY THE SIGN CONTR. SHOP OPTICS. C1IV OF S�KV EO pp p RO T fl �+� OC ~ 'u 9/46000 c,YOr,.M0, SEP 1 31996 srxrm - v Tplx s s vux�ES an ar _ r a ( PT2 ) ''T mz �� �°m'IwiLaxsr s E xe COATINGS aem 101 )W sa4e[ 0HCr Try 6 F0� ®YU INTERIOR NTT ELEVAATDONS 0a1r x uer NA SxET A3.1 0)011 00 1,. . 'pe 0e9610x MAPLE FRAME HY FIXTR. CONTR. 1/4' POLISHED EXST. FIRE RATED ACCESS PANE, TO REMAIN GL. MIRROR BY GEN. CONTR. r (ACCESS TO WATER HEATER] E0. E0. --PIP. GARMENT NOOK. p/'� �0 C �ry JOHN SIEB6GS ASSOCIATES ARCHITECTS 1180 50LlTH BEVERLY DRIVE LOS ANGELES CALIF. 80035 310 fi53d111 FPX 2138]32440 CENTERED ON WALL ( pT l ) -- -- - - - II--GOAIS NORTH ELEVATION EXIT CORR. 1E,PICAL BACK . Pe\ELE S ` -� EAST ELEVATION EXIT CORP. - - cos a '� tl 6' W. x i6 GA. STL. BALKER PLATE INSTALLED BEHIND GVP.BO. SHORN OOT fEO AS OCCURS ® = ® - wT'iiu -fit —y - - ® ^ ELEVATION CORR. � MOP SINK ALCOVE / / \ " �/ ZIIVxT Z " ..,,E„ '''.. �'' MI LA ® ® ® ® ® CM E. EL. -TY• S. EL. -TYP W.EL. -TYP N.EL. -TYP SOUTH ELEVATION FITTING FITTING FITTING FITTING EXIT CORR. WEST EXIT 0 MANAGER'S DESK REVISIONS ( PII ) PTI MINIM ( PT! ) \ \ j IMIIMM OO - s 1( VBI ) 0 1 ( ve1 ) '-( vB1 ) NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION WEST ELEVATION STOCK ROOM STOCK ROOM STOCK ROOM STOCK ROOM A 1, vso 1 IS. %Tod O O O O t9bxi a. Southenter GUESS • �asnwx. e�AI Tss x�w FINISH SCHEDULE CONSTRUCTION NOTES srxea FINISH +� MATERIAL rol _ HSI. __ ssx� a - xxx ( PT1 ) .. T (EL) mw SECTION STECIAL [SAMOS KIM 10 SRC. ( 3/5 ) eamTw.. xx, SKIT wev x[sTT�4w amu� c 2rnox ( VT1) p Exrva &:13, i z Tsi2' V52 ( ) i. Mrtw�u (VH1 ) �. 5 : a Nw ox (i2) o xxwan Tx. . As . .,. ,Sena a. xx.xw.T.<. CDT ROOMS WED To SAC. SECTION xnwl ( 331) xaTTVw wu WAD EINISN x x, m - ( GB1 n)ew w ( 22) .9111%.1100 OA ( 400 ) i x ��i z.a. six Iwl wne 1 REFER TO THE GUESS? 'FIXTURE MANUAL' FOR ADDITIONAL INFORMATION REGARDING THE PERIMETER WALL FIXTURES SHOWN. 2 PAINT GYP. B0. NALLS AND CEILINGS IN STORAGE. CORRIDORS AND OTIffR 4REA5 NOi SHOWN WITH pT1 ) 3 VISIUALS VISUALSR /06 01 /ENGEN.0 GUESS VISUALS INSTADEPT PER DETAILS /�4\ (1.\ OR OTHER INFORMATION SUPPLIED BY THE SIGN CONTR. �`zzf� v SHOP ORMGS. 0(NKW6N GI�V p0'1 E� NPQ a 00 pU /L DING 012/ N r PEwo 19EA MI; x'T "Ts R INTERIOR e! Y IS fB fC ELEVATIONS DATE 444,s. siss. A3.2 SNEET Of : ,,.ED .I 100 SUSPENDED GYP BO. CEILING SUSPENDED GYP. B0. CEILING LANDLORD'S BULKHEAD PROVIDE 5 /8'm 5 /6' 4L. REVEAL CHAN. BET. TENANT ANO LANDLORD FINISHES -- 6" 0 STL. BEAM SUSPENDED SIGN SECTION A LANDLORD'S BULKHEAD PROVIDE 5 /4'a 5 /B' AL. REVEAL CHAN. BET. TENANT AND LANDLORD FINISHES 80T. OF OEAM 6" 0. STL. BEAM RECESSED METAL HALIDE LIGHT FIXTURE SHOWN 00TTE0 WHERE OCCURS TRACK LIGHT FIXTURE ON RECESSED TRACK DISPLAY PLATFORM W/ STONE TILE TOP AND EXPOSED FACES 1/2' TEMP. GL. SECTION B 12' -0' 9' -9 5 /B" -10 I/2' 36 0- ( sr, EXTEND STONE TILE TO LEASE POP -OUT LINE 1/4' 8 1 /2" 11' -B I/O " CUSTOM CAST METAL LOGO FLUSH 6/ STONE TILE GARMENT DETEST ON SYSTEM ANTENNA SHALL BE INSTAL_ED UNDER 15T ROW OF T'LE FC F,RTHER INFORMATION REF. TO SAT 44.4 14' 1 3 /B' B 1/2' — S T O R E F R O N T P L A N GYP. BD. M •8 FINISH LANDLORD'S — NEUTRAL PIER LANDLORD'S M.RR0RE0 HORIZONTAL NEUTRAL STRIP 14' H. CHAN. LETTER 6 LOGO W/ ® FINISH CASE 6 WHITE ACRYLIC FACE Dqb -ooia ( PT2 STONE TILE PLATFORM AND BASE ( ST2 llamas somas STEEL FRAMING SHOWN 00T0E0 AS OCCURS AT SIGN SUPPORT 5 1/8' I /4' PT2 3/4' TEMP. GL. DRS. SIDELIGHT 4NO THAN50 S T O R E F R O N T E L E V A T I O N SEP �1 3 096 PERMIT CENTER JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 90035 310 553-4711 FAX 213 879-2140 REVISIONS Sou hc.nter STOREFRONT PLAN, ELEVATION & SECTION .4. 18 Iwo w A4.1 SHEET OF — -- —: XI'. 1 ING 9004,1120 8/440 10555. PAINT 04:31:8/ G`P. 63 C. IN' ( 0 AC 2' -5 1/2' 4' -5 5/8' 4.-4 3/8' V 7 V_ o 7 4- NEW SUSPENDED GYP. HO. CLG. PER VIP FINISH( PT1 ) STOREFRONT REFLECTED CEILING 11' -3 3 /B' 6'4 2' a 3/8' STL. CHANNELS SIGN SUSPENDED FROM CHANNEL 86416 STL. BEAM 8' -11 2/8' 13' -8 5/8' F R A M I N G P L A N 1' -1 1 /8' SEP, }31896 PEWIT CENTER JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF 00038 310553-4711 FAX 213 07 9-24 40 REVISIONS South00010t STOREFRONT REFLECTED OEOLNG PLA N A4.2 3,4' TEMP GL. SIDE LIGHT 3/4' TEMP. GL. TRANSOM IENPGLAS 05 -110 TRANSOM /PIVOT /SIDELITE PATCH FITTING 1 /8 ' 1 //BR' JOHN S C ®gyL '� T�'Q ASSOCIATE'S ARCHITECTS 1160 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 80035 310563dJii FAX 213819 =LLC0 GLASS BUTT JOINT o SIM 0 Lel TEMPGLAS J5-I01 TOP CORNER PIVOT PATCH F I T T I N G 3/4' TEMP. GL. ODORS / .EMPERED GLASS `I Z nimns 474 `'"'" ur""' " GRINE. AND POLISH EDGES ' Ill C STOM DOOR PULLS - GLAZING COMP. SHALL VERIFY EASTERN LOCATIONS FULL SCALE JSAA 0040 065 1% GLASS BUTT JOINT / TEMPERED 1EMPGLAS DS 450 BOTTOM PATCH LOCK TEHP6LA5 OS -100 BOTTOM GOPHER PIVOT PATCH FITTING } 1' Fri r-. / 4 4 5 1 0 0 0 0 1 0 T0 • A mA STL PIPE COL 5 /B' D:4 BOL'S. x451£R 4NL 'BED HEAD' A }\ \ NOTES REVISIONS ® TEHPGLAS BTS -B0 DOUBLE ACTING 1. ALL FITTINGS ARE SHOWN 45 \\ FLOOR CLOSER X/ US -10B STATUARY TEMPGLAS OR APPROVED \ COVER PLATE. GEN. CONTR. SHALT EOU4L - PREPARE FOR A CONC. BOX 2 1/2" D. M001 07 - 521EPN CO. 10001 0000.01 x 3 1 /4' N x 14" L. IN THE 2 HARDWARE D SHALL VERIFx \ EXISTING SLAB HARDWARE DIMS. 3. FINISH OTHER THAN FLOOR PLATES S001L BE CUSTOM � — GLASS GRIND AND POLISH EDGES MELD :04 i0 PLATE TYP. STEEL COL- BASE PLATE 2 O TEN, GLAS DS -450 DUSiPR00F FLOOR STRIKE POWDER COAT i0 TENANT'S COLOR SPECIFICATION. STOREFRONT DOOR HARDWARE I/2' = 1 -0 J544 08800.452 (i.-6) 3" = 1' -0' JSAA 08341.00514 9 O FULL SCALE JSAA 0840.066 TEMERED 0 I \/ I 5/8' GYP BO W/ ( P-2 FINISH .-------SIL. STUDS 5 /13' 45 1e' AL.. CHAN_ 1/2' GLASS TILE, THIN TILE TRIM X/ FINISH EDGE TO OO OUTSIDE v 59 GI s N r r` IG/ + STONE SET TO BACKER BOARD - v TILE. THINSET TO BACKER ' 5/8' CENENTITIOUS BACKED BD. FACE OF GLASS 3/4' CEMENTITI1US BACKER BOARD 12 LAYERS 3/8' ADHESIVE BMW. SCREW 2 TO STUDS ♦ GRIND MALL FLOORING AS 0 III80EO / Ai INTERSECTION SO AS TO 205100E TILE TRIM AT ENTRY COLUMN "42'43 v pFF IEQ of $1996 Raba NG Dmisoa JOINT _ _ TILE FLUSH WITH E %ISiING PAVING �I, I� MALL FLOORING _—.—.. ......— ..�..,- � ................ ,q, j5 �— 6 /8' STEEL C004. GooR.BO_ CLG A� �f ��� / STUCTURE Ai OCCUR I1 1 Ir/ fi' O1B fl GA. STL. STUDS AT 12' 0.0 . R HALL SUBFL D 6" 181A. STL. STUDS AT 12" O.C. SHIM AS REQUIRED FORA LEVEL PLATFORM S'OREFRONTT PLATFORM SIGN SUPPORT SIGN PYLONI51 BY SIGN CONTR. 1 JSAA oseoo.G52 18 1 10 19 L rOW 1 SHIM AS WOO. 1 "xl 1 /2'41 /8' AL. CHAN. .. ! -.....b I�Ih _ - — STOREFRONT GLASS \\ 5 /e• TrPF. x GYP. Bo. E %ISTING INTERIOR PARTITION M U SoQtheentore ♦ ♦ BLACK STRUCTURAL SILICONE 1/2' TEMPERED GLASS HEAD GUESS ? rzIT Tes T Oo n - ,,,\ \ ♦- ♦ EXISTING DEMISING WALL NI i RIRN O TEMPERED —NEW 3 5/8' STL. STUDS D 16' 0.C. 1/2' GLASS BLACK STRUCTURAL SILICONEnwe. Eel J ♦ SMEET TITLE STOREFRONT DETAILS STONE FILE 1/2" CLR. TEMP. GL. LANDLORD'S NEUTRAL PIER 1 1.41 1 /2'1(1 /8' AL. CHAN. PROVIDE 5 /8.x 5 /0' AL. REVEAL �. 'X" 5 /8' TYPE 012.60. W/ ( Pi2 FINISH SETTING BLOCK ' _, OUTSIDE FACE OF DISPLAY PLATFORM J 8 1/2' REF. TO PLAN STOREFRONT SUPPORT COL. Tar lssri vs 1. A4.3 SHIM 45 REDO. SEP 1 3 MS STOREFRONT GLASS SILL Hmir N-fl� DATE s xm[A a . len „ TYPICAL NEUTRAL PIER LATICRETE EPDXY SECIFICATION FINISH FLOOR AS OCCURS LATAPOxr 300 SENSORMATIC WIRECLOTH �/��j JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LAS ANGELES CALIF. 90035 310553-4711 FN(213879,2440 THE LPRODUCTENAME- LATAPC %Y 300 Epoxy Installation System 2. MANUFACTURER l at !Crete Internet Iona l 1 La[icrete Park North Bethany. CT 06525 Telephone: (203) 393-0010 Telefax: (203) 393 -1948 3. PRODUCT DESCRIPTION Latappxy 300 a complete ready to mix epoxy Installation system specifically formulated to install sn natural ana agglomerated marble and granite tiles. agglomerated tiles Will water sensitive t ain white or and 99 light co Tared arbles. vibes nigh bond ,strength. a damage too fragile marble and agglomerate tile and fo use non-sound surfaces In wet Or dry areas ,ATAPO %Y 300 is flammable and easily cleaned NM Mater while fresh xN ign Bond Strength Mater cleanable xirowels Easily prevents green G colored marble curl prior Basic uses for the installation of green marble while marble and agglomerate0 marbles that have a tendency t ain or warp when installed with water based Installation matelots. Also use LATAPC %Y 300 to install all types of tile, marble and natural stn over ncrete. cramic roperly constructed exterior grade plywood and past p tenslbned and t precast floor systems. L4r4POxr 300 may be used on bate vertical and horizontal applications. These components are packed In a sealed mixing pail. No [her components are required. Unit Size: 1.8 US gallons (6. 75 liters) mortar (22 Ib. /10kg net weight) . Coveraq¢'. 40fl ox ima[e ly 20 -40 An. it /unit with 1 /4' notch (1 .8 -3.5m /unit w,tn 6mm notche0 Irowell. 4. TECHNICAL DATA Latappxy 300 meets and exceeds ANSI A11B.3 (Chemical Resistant water cleanable tile setting Epoxy Adhesive) for bond strength. 5. INSTALLATION Latappxy 300 can be used to install virtually any type of tile. marble or natural stone over suitable substrates. Substrates include double 5 /0' (14mm) exterior grade plywood floors, concrete, gypsum wallboard, Portland cement backerboards and mortar beds. 11 substrates must be clean and free from Out debris, dust and curing Compounds. Lipoid components of LATAPC %Y 300 unit are mixed together and powder Components added. Material is ready side use after mixing. he comb material to substrate side flat side of trowel Then comb material with notched side of trowel. With large module tiles (12 "x12'/30 cm x 30 col must the otected to the back of o the tile. Installation must be protected from traffic for 24 hours @ 72 F (21 C). 6. taticrete AVAILABILITY era COST arough a materials are available throughout the world through LATICRETE distributers. To find the nearest distributor in your area contact LATICRETE Technical services. Ins to llaL ion Lim ita[i0ns: Call LATICRETE Technical Services for proper material pch recommendations. Not for use as a grout. Use LATAPC% SP 100 Stainless Grout. Not to he installed when surface temperature is be10w 60 F (ID CI Or above 90F 132 C). Not a waterproof membrane. Protects occupied as beneath the stone work with compatible waterproof Technical sewn ce LATICRETE 9235. Far chemical resistant installations contact LATICRETE iechn Ica] 6ervi[¢s. Packaging LATAPDXY 300 comes ready tO mix as a 3 mpOnent system consisting of 2 liquids and d powder. J. WARRANTY LATICRETE materials nave been field proven world wine and are guaranteed LO perform. B. MAINTENANCE L51100ETE INTERNATIONAL produces premium quality products for the anent. probe trade. These stal products are are amain for maintenance problem-free rep instdliaL ions and a are aintenence free. 9. TECHNICAL SERVICES LATICRETE Technical Services provides review of job Opecif ;cations and plans. project detail plann ing and opesot review. and provides answers to questions concerning the a la p0- ceramiti e, pavers, brick, marble and ston e. Technical Representatives and Distributors provide a worldwide full service network. Complete product information. availability and technical assistance is available from the Technical Service Division by calling: In North America toll free (8001 243 -478B. and throughout the world' 12031 393 -0010. ie ]eFA %: USA (2031 393 -1684. 10. RELATED REFERENCES DS 631.0 LATAPC %Y SP -100 DS 254.0 LATICRETE Grout Colors DS 236.0 LATICRETE Waterproof membranes. I1 �1I ' OIIIIIIIAIIIIIIIIIIIIIIIIIIIIIIIIIIIII, IIIimmIIIIIIIUIIIIlIIIIImIIIIHIIIIIIIIIIIIIINhmmNNlIIVI . o "' Y . 0 0 o CONCRETE SLAP 3.56" WIRECLOTH i 4" TRENCH IN CONCRETE SLAB x NOTES' 1. Al! N recloth equipment. XireClpth, tring. et c Sensormatic vend d, aresened and connected by men represent a[tve. work , 2. Contractor scope cludes, but shall not be limted to acne following'. A Removal of 1m co z concrete x length of opening concrete from concrete slab. B. Furnishing an installation of conduit and outlet o sensormatic cabling by vendor. el C. including l. 15a, power circui Ire foptt e branch circuitry for t.e lectr ]cal operation which is required b Scnsormatic 0. Furnfisn ins and install as re' Df Latappxy 300 after MIr clo to is Ins called by vendor. 3 Contractor srepresentative. 1I coordinate his work with WIRECLOTH INSTALLATION - SECTION ttrri� ����a�d w. airs YSmv�m`assttl.ICS .rc.n¢�s Isss REVISIONS FULL SCALE JSAA 0000.000 O Carefully re v irec loth from carton and unra ll ,t at (ne install site.XVOn fell px ,nstruc:;0ns nelax. 1. Clean flour area with rag where the wireclotn IS to he installed. 2. Peel tape release liner from bottom to Xpress do_ -AREA OF DETAIL 3. on Wtreclotn at the install site. Dress down On to coax f om sewer 4. intee coax from power pack to Wirec loth 5. Strip outer covering from. coax. partially cut ground Meld to form n exposing cue y t,4" mound shield / _ I 1.635 cm) f insulation exposing center conductor. - "•' 6. Crim two lugs, one ante center conductor and ' another on o raided Tai. then solder connections. 7. eyelet Oil through hales in Interconnects 8. Usingnan 1/25 (112] cm) center punch (el spread eyelet. Then flatten with hammer to ensure a WIRECLOTH mechanical connection. coax 9. Solder x lugs to i tercdnnects (iron must be 35w min. - do not use gas soldering iron). 11. 00005dYRTVSand over all allnconnection areas areas i includi unused nputs. 12. Cover MTV with adhesive film and trim as necessary. 13. Peel tape release liner to expose adhesive. 14. Place mat over Wlrecloth. . INSTALLATION PARTS STD. INSTALLATION KIi 0351 - 11310 -01 OEGCRIPTION: Div. PAR- NUMBER %INCH 1/2' CENTER ! EYELETS 5 2374 - 0000-01 O Q , O LUG INTERCONNECTS 410 5 2140 - 0010 -01 INTERCONNECTS 2 0500 - 3811 -01 wN SANDPAPER 1 3200 - 0133 -01 RTV 1 1600 -3508 ° FILM ADHESIVE 12'x6' 2 05011- 3508 -01 MIRES FROM 0a7 O SANE COAX T E: 1 /B" 1.318 cm) 00 NOT CURL 00050 WIRECLOTH 000 TIGHTER THAN WHEN FOUND IN SHIPPING CONTAINER. WIRECLOTH 000 OS LENGTH IS 12 '(3.66 ml MA %SWUM- PRESS EYELETS 580 20H COAX IS 40' (12.19 m) MAXIMUM. INTERCONNECTS AND COAX LUGS, WIRECLOTH INSTALLATION - INPUT CONNECTION Q _ \ q '; u774iEV( - •� NOT TO SCALE JSAA 0000.000 Carefully remove Xirecloth at the install site. Then 1. Cut 010050otn to 2. Using sandpaper, ;re loin, three 3. Ensure there isn't copper foils. 4. Apply RTV Icl tp for PTV eo inch Apply 6x12 - ch piece 6. Tram as required. J. Clean r area D. Teel off cape release D. Peen off tapN over to secure. 10. To connect c0 11. Peel off remaining 12. Place] flooring material X,rec REDUIRED STD. INSTALLATION 0351- 0310 DESCRIPTION: EYELETS LUG LOCKWA6HER 410 INTERCONNECTS SANDPAPER RTV AREA OF DETAIL from carton, and unroll It follow instructions below length la) with a razor knife. lightly sand top end bottom Of inches from edge (b). See detail_ a short circuit between two exposed edge (wait a fox minutes _ of adhesive film aver PTV -. where Mired loin s to be /Ou �W1� liner lion / G1yy 0F3 oV E0 and position lei. on floor. Press \�G.`/ pg, X096 see INPUT CONNECTION procedure. tape release liner. WIRECLOTH 001 over entire width of QU I�iNG DiN15tpN ADHESIVE FILM 15RAP AROUND TO OTHER SIDE) RTV EXPOSED EDGE � PARTS 0 \"J LIGHT SANDPAPER KIT BOTH SLOES -01 * QTY. PART NUMBER Y P 2374- 0005 -01 1 Southpaw , „toll ; ",`:a,;o 9'oan /''��T�(�[1 GUESS • z i ,ss iloo 1)012, srE. IITLE SEN SO RM AT @C WID2SMk OTH 2140 - 0030 -01 ROUGHEN SURFACE, 0500- 3811 -01 SEAL WITH RTV AND AD 3200- 0133 -01 ADHESIVE E FILM (FULL 1600 -0001 WIDTH OF NIRECLOTH) -01 E INER NPliii9 0IGHTER ja:0a.0003508 F4`NCAX IS 40' 112 .19 ml MAXIMUM. m S.P 131996 WIRECLOTH INSTALLATION - PREPARING CUT EDGE O en A4.4 gaol Or sw °"" w 1°p "' .ea ,a,saioo NOT TO SCALE JSAA 0000 0''' NOTE: MARLITE SHALL BE P -100 WHITE 4x9 SHEET MARLITE WAINSCOT, TYP.� GEN.CONTR. SHALL INSTALL LIGHT TENANT FURNISHED S.L.D. SNITCH \ GEN. CONTR. SHALL INSTALL TENANT FURNISHED COAT HOOK AT 44' A.F.F. PROVIDE DISABLED ACCESS SYMBOL AT EXT. OF DOOR PER TOILET ROOM DESIGN } + OHN SIEBEL. JOHN1. ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 00035 310 553-4711 FAX 2138N2440 STANDARDS: THE TOILET ROOM DESIGN SHALL CONFORM r0 THE RE THIS SHALL OF THE D ONI THE PROVISIONS DISABILITIES ACT ME OF 1990 THIS SHALL BE BASED ON THE PgOVIStON$ OF THE 'AMERICANS Wt rH DISABILITIES ACT ACCESSIBILITY GUIDELINES ODAAGI, 991 EDITION. WHERE STATE OR LOCAL LODES APE MORE RESTRICTIVE THEN THE PROVISIONS OF SUCH SHALL APPLY, 2. PLUMBING FIXTURES AND TRIM: FIXTURES AND TRIM SHALL BE AS SCHEDULED AND HAVE BEEN ELECTED TO CONFORM i0 THE ABOVE REFERENCED STANDARDS FOR BARRIER FREE DESIGN. 3. DOOR AND DOOR HARDWARE: DOOR SHALL BE 3' -0' MINIMUM WIDTH. SELF CLOSING. HARDWARE SHALL BE LEVER OPERATED PRIVACY LATCH SET OF THE TYPE SCHEDULED PECIFICA ION . SPECIFIED IN SECTION 0710 OF THE OR THEM DESIGN REFER TO SHEET 42.1 FOR THE DOOR SCHEDULE 4N0 ACCESSORIES HAVE BEEN SELECTED i0 CONFORM TO THE ABOVE REFERENCED STANDARDS FOR BARRIER FREE DESIGN, 10 PERMIT INSTALLATION WITHOUT ENCROACHEMT INTO REWIRED CLEARANCES. AND DESIGNED TO PERMIT PROPER OPERATION AT MOUNTING HEIGHTS INDICATED ON THE DRAWINGS. 5. SUBSTITUTIONS OR DEVIATIONS: SUBSTITUTIONS SHALL NOT BE MADE WITHOUT WRITTEN AUTHORIZATION FROM IRE ARCHITECT. SUCH AUTHORIZATION WILL NOT BE CONSIDERED UNLESS THE CONTRACTOR PROVIDES COMPLETE DATA AND INFORMATION. INCLUDING, BUT NOT NECESSARILY LIMITED T0. SPECIFICATIONS. CATALOG CUTS AND INSTALLATION AND ROUGH -IN DATA. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR COWPLIANCE WITH THE ABOVE REFERENCE° STANDARDS SHOULD THERE SE UNAPPROVED SUBSTITUTIONS OR DEVIATIONS FROM THE PROPOSED TOILET ROOM DESIGN. M ijjIj xTU ap zi. a D 4410' vW A PROVIDE 2' -3' MIN CLR. LIPID UHpE PS IOE OF ROM ARE ISUEp FLOOR GEN_LON00 SHALL INSTALL 0 01 TENANT FURNISHED SOAP OISP. �x,¢ x,TS a�mTEnc ems ui1Ai "v GRAB BAP �- W.R. GVP.BD. TYP. MIRROR [T0 % JI I ti . ° '^ L1� QS r ! O ∎ — T�� —1 TOILET t INSULATE RATER SUPPLY 6' COVE BASE TO PIPING AND DRAIN i0 1J' i0P MIN 19' E MA%. 6F SAT MATCH FLOORING, TYP. 6 D 0 0101EALEO ANCHOR DEVICES: NOTE: WATER SUPPLY 800 GRAIN INSULATION GENERAL CONiR4CiDR SHALL PROVIDE LONCE4LE0 ANCHOR DEVICE SNALI BE 'HANDY - SHIELD' SAFETY COVER OR 84CK1 NG 000 SP HALL IS DRY 0K 604 OR FINISHED. A CHOR OE VI CE FOR THE 50120 CEO BOBRICK GRAB BARS SHALL BE OF BY PLU800] 4 SPECIALTIES PROOUCi0 2561 SERIES FOR STUD CONSTRUCTION. SEC 18001 LACE8X/9, OR APROVEO EE. SECURE 1N PLACE H/ ZIP TIES. TAP[ WRAP IS NOT AN ACCEPTABLE ALTERNATIVE_ ROOM INTERIOR ELEVATIONS 2' -0• F REVISIONS HIN.LLA. E' -11' VENTILATION ELHAN IL4L E%HAUSi Fax E DENOTES 4 CEILING LIGHT 04 cDNNECrdu RI THE Llcqr sWlicH Arvo 5., 15 PAnv [DING aNE AIR CHANGE MINUTS. TOILET ROOM - SCALE: 1/4 " =1' -0" O SCALE: 1/4' =1' -0' O TOILET ROOM ACCESSORIES 1/4' THICK BLUE ACRYLIC DISK MARK DESCRIPTION MANUFACTURER AND MODEL N0. NO -— 1 /4" THICK WHITE ACRYLIC E0U IL4iEPAL iPI ANGLE W/ GLUE SUBSURFACE ACCESS SYMBOL A❑ MIRROR BOBRICK 8-165 20 " %42' B❑ "P.D. BOBRI CK B -6057 1 A 359 1) L1STT ,� 1\) !y= H11r. BATE I E y .x. • -1 El '26 SIGN SURFACE APPLIED TO DOOR. CENTER PLAQUE 60' A.F.F. NBOVE FINISH FLOORI. DISABLED ACCESS TOILET ROOM SIGNING 0❑ E❑ GRAB BAR BOBRI LK 8- 490448 F❑ GRAB BAR BUBRICK 8- 490036 ❑ t 1/2" - 1'- 0' 0000 10400.015 O ❑ aFSp Wt p N UOCT♦1 19� 803 l800ON151Ok REPER_P SEP 1 31996 E PLUMBING FIXTURES AND TRIM MARK DESCRIPTION MANUFACTURER AND MODEL N0. BLEI LAVATORY KEL0C40E EXISTING AMERICAN STD. DISABLED CLE55 LAVATORY- 4' CENTERS; ITREDUS CHINA COLOR MHI TE: FOii CONCEALED ARM SUPPORT CONCEALED RELOCATE EXISTING LAV, CARRIER WITH RAMS CONCEALED ARMS. TRIM REUSE EXI5T086 LEVER LAVATORY FAUCET EE WATER OAEUSE E% ISTING ELEC WATER HEATER HEATER S OCCURS ABOVE CEILING W'C CLOSET 1R GALFLDDODE�U4 >38RELXH000000 TREOUS50005 TANK TYPE WITH RIGHT NANO FLUSH LEVER VALVE TANK TYPE - INCLUDED ABOVE SEAT 0L50NITE N0. 10 OPEN FRONT LESS COVER SouthcoYter ' rn Tux�1P.nsm�im�irv'ga�ex G ? SS S DEFT ACCESSIBLE FAACIL TY®ILEY PRE asE.T ss SNM1 A5.1 r s uA .,,,., .5gs�AO Q b qbXI2 F I X T U R E P L A N SEP �� 31396 JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 90035 310 553 -6711 FAX ( 213 8792640 rrx a snisT[s Avsn •'ssrc�xr s rxx nx Issc REVISIONS Southcenter WIT TIME FIXTURE PLAN A6.1 61-1,EI Or T T T. T e o y It sane 5 �y e n T ..,.x SKLF sww' �_ aseesso sruwaose z oc —l1GHT SOX ,rvrorNS' -1 - '� t� .,. 1 itik-i i i 1 , II, ff CASH WRAP M FAO Ai EXISTING BUILT IN CABs. TO PENAIN PEFINISH GUESS? 120 r -� RENAIIN6 Buns w ESS,_ TO M' gES6IN qEF INISN GUESS? e20 THE CASH WRAP SHALL HAVE A SECTION N/ 4 SIN. LENGTH OF 36' 636' WAX. HIGH_ PER 4p4 PEOMiS. V"`•\ N P — III F ,� �� g y ����.� ' 'r � € � 1 i3 A - ENTRY . 11 _ R STOCK ROAM i _I r1J— i EXIT CORR. ao r o s r -a TdILET 7 EXISTING BUILT IN CAST. TO / REMAIN REFINISH GUESS? Alp ACCESSORIES GUESS? 120 WEo I la -,rra �+ . z „x � 1 4 t- 1 I I 4 FI4 1 I 1 b qbXI2 F I X T U R E P L A N SEP �� 31396 JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 90035 310 553 -6711 FAX ( 213 8792640 rrx a snisT[s Avsn •'ssrc�xr s rxx nx Issc REVISIONS Southcenter WIT TIME FIXTURE PLAN A6.1 61-1,EI Or M TYP, JAMB ® II ®J4MB @ MIgROP u II JAMB BET- TWO DOORS I 1 Ill��u -7111 5 /8' TYPE 'X' GYP.BD JOHN SIEL ASSOCIATES ARCF#TECTS 1180 SOUTH BEVERLY DRIVE LOS CALL . D0035 LOS ANGELES FA X213.80035 .�. EY11SRTINGISIRUCTUPE Ili yp Ii FASTENERS ..� Ij L��1� F %�Si[NGE3iP11Ci11RF ^ /, , \ .�N — dT 32' O.C. FAS rrurps AT ]2" O.C. ILEGn - CEILING AS OCCURS. REFER TO REFLECTED DELI. ING PLAN, SHEET 42.2 O TEr E A5 OCCURS. PEE P O REELECTED CEILING PLAN. SI£ET 42.2 O O STEEL STUDS \ \ -- 11. [UST05 TOR PULL 6 ® ® m TYP, METAL l_ 2' x 5 3/4' STL. FRAME TUO ANCHORS, THREE PER JAMB. MIN CCOR JAMB IN STEEL STUD WALL - HEAD SIM- .w. ".a" �IreT .n�� � .,.n<,,.... ''T,,,..�96 FITTING ROOM DOOR - SALES SIDE .E STMS W 2544 0810 FRE 1 9 3` _ ]'- 0" JSAA 08100.0)1 13 3 5 /B' 2C GA STEFI. 4T 1fi" 0 C " EFT. STEEL STUDS /P' "% -THROW BOLT MUUNIEO AT TOP OF TYP DR. ® TYP_ JAMB ®J4M8 @MIRROR ® JAMB BET, TWO DOORS [i DOOR HEAD m SIFF STUDS 5/9' TYPE 'x' GYP. BD. ! -•- 1B GA MET. OR. FPAHE ooaR O ! 5 /B' TYPE %GYP. BU. Ed. SIDE EXISTING CONCRETE FLOOR O TYPE GYPSUM OGARD BY OTHERS - / �� fYPSI1M5BOAR0YPEREPP[R 45 PEOD. EXISTING CONCRETE FLOOR LLLTIII REVISIONS V of ,111 \ , MIDI TNT. PULL "�1 6 � THROW BOLT ON DISABLED "' ACCESS FITTING BOON DOOR PEFEP i0 SPEC SECT I0E5 ON1 f0 XE TAL STUD SYSTEM .. D 09260 GYPSUM XALLBDAPD TYPICAL FULL HEIGHT INTERIOR PARTITION REFER TO SPEC SECTIONS WALLB METAL Sipp SYSTEM .. D 09260 GYPSUM WALLBOARD DEMISING PARTITION FITTING ROOM DOOR - FITTING ROOM SIDE ' - 1/2' = 10' JSAA 0840.FRI 20 3' = 1'-0' JSAA 0810.057 14 1 1/2 °= f -0" JSAA 0925.024 B O 1 1/2 "= 1'-0" JSAA 0925.024 O TYP. JANE AND STOP COUNTER SUNK MACHINE SCRENS 440 THREADED SLEEVE 'AI F 5/8' TYPE 'X' GYP. BD. -U %D qar OF F IS ING Si RU 32 0 SHOT PINS AT 32' O.C. II, i STEEL STUDS 1B GA. HET DR FRAME �' 3/4' PLYND. DECK 1@�� _ I1�1 ' �n II r' \ 1 STEEL ti1105 AT 49" OC 4BOVE CEILING 1 Sux STE-/ /r i N ' � E. �ME!:."1ri TAN �I ~ ` -♦ DOOR JAMB 000R 1 I CUSTOM INTERIOR PULL FITTING ROOM UOUP, FRAME. AND 0VP. PANEL DOOR HARDWARE FURNISHED BY . CONTR. 00422 GEM. LLNTR. SHALL BRACE W4LL H/ 2 Gp�S'UOS @ 4' -0' o.c. 6' 44 GA. STL. CLG. JOIST 31pp31pp31pp9 1 LAYERS 5 /B" TYPE '%' ''''''''''1.11111 Ip\ t �EEe.Emek -' \ CEILING AS OCCURS REFER i0 REFLECTED CEILING PLAN. SHEET A2.2 CUSTOM LOGO PULL INSTALL TYPICAL FITTING ROOM DOOR JAMB PULL (IN SWING) TO,I GYPSUM 40APU EA. SIBS OF cLG- TOILET (� I .misr y 9 3 5/8" Ifi GA- JSAA 0440.DPI 2 1 3' = 1'-0 JSAA 0810.058 5 O STL. STUDS O 3 5 /B' 20 G4 STEEL STUDS di I6' O.C. U.O.N. "X' ^ ��.11� •a0 I �1� PUN BASE i0 REVEAL 6 MITER 5 /B' TYPE 'X' GYP. BD. 3 5/8' STL. STUDS BLOCKING/3M1M FRY 'F' MOULU H/ EXPOSED SURFACES PAINTED BLACK FINISHED MAPLE JAMB BY JAMB AND STOP ON DISABLED ACCESS AND OTHER OUT SWINGING DOORS COUNTER SUNK MACHINE SCREWS AND THREADED SLEEVE , 1 IAYEq 5/e' G PSUN BOARD PINS 40 1r-.ii 1 I I tl� -' I 5 /B" TYPE GYPSUM BOARD 1■, FI %TUBE CONTR. 1 I :; I �� i 1 CUSTOM INTERIOR PULL FITTING ROOM DODR FRAME. ANO TYP PANEI DOOR HAflOWAPE FUPNi0 E0 BY MI LLWOPN CONTR. GEN CONTR. SHALL GEN. CONTR. TO VERI DH. OPENING REF. TO 3/4' V DF. SCHEO. ' WOOD STOP AT LATCH 510E SHOT AT 32' O.C- d SHOT PINS AT 32" O.C. HINGE TOP AND SOT. SUPPLIED 5/6 BY FIXTMORKCOONTiP. E %ISTING CONCRETE 02044 gp IA E %ISTING 000200 TE FLOOR TOILET ROOM WALL gEFEA f0 SPEC 005 00N0 09110 METAL STUD SYSTEM - *41 40400 GYPSUM ,_ LLBD4RD AND CEILING ASSEMBLY REFER TO SPEC SECTIONS pu 110 MEi 4L "TUD SYSTEM B 09260 GYPSUM _ WALLEf @4R0 INTERIOR PARTITION NOTE GEM. CONTR. SHALL VERIFY ANO PRDVIBE BLOCKING AS ARID_ BY FIXTURE MIR- CUSTOM LOGO PULL INSTALL H.C. FITTING ROOM DOOR JAMB PULL (OUT SWING) (]O'l 5 1/2 ROOM DOOR JAMB (HEAD SIM.) JSAA 0810.002 22 3' = 1' 0 JSAA 0810.661 1 6 O 1 1/2 °= 1' -0' JSAA 0925 -0 1 0 O 1 1/2'= 1' -0" JSAA 0925.027 4 O 'X' ANY 4404GE0 FIREPR00FING i0 BE TEPL4600 BY TExANT6 GEM. BENTP. 1/4' % 1 1/2' DRIVE PIN 0 2,13" D.C- �16 Ga. % 1 1/4' RELIEF CHANNEL a 6' O.C. GYP BD- i0 UxpEPSI0E OF HEi. pECM ING XNERE PE00. 16 GA. X 1U' X 4' STRAP @ a 11171-11 ' 11 1.r �, 5 /B' TYPE 'X' GYP. 80ARD !pi 5/8" TYPE GYP. BOARD 'F' -- POSED A G HR. -- PATER ACCESS PANEL. ILIUM OR APPROVED EO. - DE OF CONTPAC TOR i0 VERIFY THAT Ii DUAL IF lES 45 PART DF ASSENBI.Y 3 /B' GYP. BOARD SPACER 1I(1■1i- 1■al FRY MOULD N/ E %POSED AREA PAINTED BLACK 1/4" POLISHED PLATE MIRROR WITH GROUND AND BEVELED EDGES I/4" POLISHED PLATE MIRROR NIiH GROUND 4N0 BEVELED EDGES -' STEEL TYPICAL �® FIRR. �\ PROVIDE FIRE RATED SEALANT —i ��� � I i • 1 SHOT PINS AT 32' O.C. 6" 20 6A. STL. CL6. JOIST STUDS 1.1 I FINISHED MAPLE JAMB BY FIXTURE CONTR. q� s 3/8' GYP. BOARD SPACER Il STEEL STUDS TYPICAL ■ hN jq 1 1111\' PROVIDE THERMAFIBFR FIRE SAFING WITx IMPALING CLIPS e e` 3uutheniei nsT'*44=, �exxu�, ter .'ls Tuvalu,',TAtion` e SEAL ALL OPENINGS N /FIRE 54EING UP FIRE SEALANT [SEE SPECS! EN STUDS RUN PERPENDICULAR STUD PARTITION DETAIL REVEAL REFER i0 DETAIL Y 16 FOR 40D'L INFO. FITTING ROOM REFER TO DETAIL s 16 FOR dpU'L IxFO- 1 LAYERS 5/8" TYPE '%" GUESS GUJEI ///��� _/ f �n��raw11�. so �n mrove pill Tes Tiro AT MIRROR ADJACENT TO GYP. BD. DOOR JAMB AT MIRROR ONE HOURoU` FIRE CORRIIDOR Ill GYPSUM BOARD EA. 5102 DF 610 Joist 3 5 /B" 20 GA. STL. STU05 N Q�E JSAA 0810.652 23 O 3' = 1' -0' JSAA 0810.052 1 7 O NOT TO SC4LE JSAA 0911 OOfi 11 41.)C1h....001142 '%' FPY 'F' MOULD N/ E %POSED SURFACES PAINTED BLACK 5/8" TYPE GYP. BOARD �- 'F' TYPICAL 4' 1V AMPLE JAMB BY FIxTORE CONTR. 5 /0' TYPE 'X' GYP- BOARD 111 iYPEVEII „ %/B yf1`7FR GYPSUM 90AflDPP X96 al) \l0 \NG ON \5 \Wyss. FRY MOULD M/ EXPOSED AREA PAINTED BLACK � � r 5/8' GYP. BU4P0 9P4CEP sxeT T�nE DETAILS REFER t0 UEi4IL Y lfi FOR ADD'L INFO. 1111 5 /B' GYP. BOARD SHOT PINS AT 32” O.C. E %ISTING 50741 STUDS TYPICAL .• CONCRETE FLOOR STEEL STUDS TYPICAL FINISH ON GYP. BU. SHALL FITTING ROOM DOOR EXTEND INTO REVEAL FRY MOULDING IZ SHAPE) W/ EXPOSED SURFACES PAINTED BLACK FITTING ROOM BOOR BY FIXTURE CONTR. JAMB REFER TO SPEC. SECTIONS AND 109260 AGV _ WALLBOARD PSYUA@ E 1996 FFP 1 3 1996 ONE-HOUR FIRE RATED CORRIDOR ASSEMBLY cEN 0.7 A7.1 SHEET rc REFER i0 DETAIL l 16 FOR ADD'L INFO. Le w m REVEAL AT GYP, BD. WHERE ALIGNS W/ MIRROR �A^ssvTSC O,t JSAA 0810.634 24 3' = 1'-0" JSAA 0810.033 18 O 1 1/2'= 1'-0" JSAA 0925.059 6 T lW 5 /8' TYPE "X" GTR. BOARD REFER TO SCHEDULE FOR FINISH RUBBER BASE -COLOR PER SCHEDULE RESTIENT FLOORING r GEN. CONTR. SHALL PROVIDE SOLID STAINLESS STL. TRANSITION FLASH PATCH TAPERED TO MALL FLOORING HEIGHT STONE TILE FLOORING 3/16' /// —MALL FLOORING I I iAf {NFNTS if THE BASE CFILIK, SUSFX SI]N 1G'ED :N XR/ G BY YE P I G, fONOtTT ETC. S -AL. SUCH ITEMS M 5i BE 3USELNDEL :75.0.1 SHALL BE PER DONN BUILDING STRLCTU AL SYSTEM OTHER THAN AND C'GHTFRAXING MUST BE SPF'IFICALLY .AND. DRO'S TENANT DOPOINATOR. NO OUCTHORK 80 S SPE!AF0 OR ATTACHED f0 THE ROOF DEC K. ONLY FROM THE JOISTS AND /OR BEAMS. RRF 22179 043 USG RRFZ2059 {II �` FgpF OR F q;- STRUCTURE ASE STS EW WIRE ATTACHMENT WOO. !Ta RS5= F3 IN DIRECTIONS 90 APART / CONNECT o I os s WITH /N2' IF CUSS 9 ER SPACED @ 12 O C EALF DIRECTION J CONNECT TO STRICTURE ABOVE OR TO 1/ 2 1 /2'%1 /4' STEEL ANE E. _ r 1 "X 2 IN RUNNER TEE NOTE: SUSPEND CEILING FROM STRUCTURAL MEMBERS ONLY D0 NOT ATTACH TO THE ROOF PECK O`ii�HN 6® JOHN SIEB� ASSOCIATES ARCHITECTS 11E10 SOUTH BEVERLY DRIVE LOE ANGELES CALIF 80035 3110563-4711 99213 8192440 FRAME ANO 4RTXOOK SUPPLIED BY GUESS '" 1 a U M00. !, ROOF OR FLOOR STRUCTURE AS EXISTS. VERIFY HIRE ATTACHMENT METHOD. HE o a' -0 C.C. HR +1 S -112 WIRES SPLAYED IN t V DIRECTIONS 9U' AF AP!. CONNECT i0 MAIN RUNNER WITH- TN 2" OF CROSS RUNNER SPACED H 12 D.c IN EACH DIRECTION VELCRO. SUPPLIED BY GUESS ANO INST INSTALLED BY GEN.CONTR. APPLICATION 1. APPLY 3' INCREMENTS DF SELF STICK VELCRO ]LOOP SIDE STATE 11909841 TO BACK OF FRAME 4T A THE TOP 0 BOTTOM OF FRAME VERTICAL EDGES 2 f193973 TO IOTHAL�000 SLOE STYLE I 3. ONCE FRAME IS IN PLACE CHECK TO MAKE SURE THE VELCRO IS NOT V G Hn X .�` �@ / c /�' \ I`,. /2' /2' VISIBLE. RE ADJUST AS REQUIRED VELCRO SHALL NOT BE VISIBLE. CONNECT TT STRUCTURE ABOVE OR TO 2 y /2 "x2 1/2 " %1 /4' STEEL ANGLE. VS — 1-1/2" CHANNELS AT q. -,.ssx •Ts•x +T "' Ass .•• ri u I 35 nN. TAPER (N. T.s. 1 TOPSET BASE AT RESILIENT FLOORING IOC STONE TILE TO MALL TRANSITION - - 0 \- -5 /8" TYPE %GYPSUM BDARo — 7/8' FURRING CHANNEL ANS FURRING CHANNEL CLIP (OP DBL. IB 6A. TIE] AT 16" O.C. FINISH VALL 1� VELCRO APPLICATION OF SMALL VISUALS 3 e WA X y JSAA 0965.002 25 FULL SIZE /16' GEN.CONTR. SHALL PROVIDE-- SOLID STAINLESS ST'_. TRANSITION EXISTING 0504 0930.049 1 9 O NEW ENTRY STONE TILE 1 1H 2" 1' 0 J54A 0600.000 i O 40' y TYPE 'X" -_ { -1 'O _T��II\ L \ \ < << 2"x18" Z -CLIP ATTACHED TO TOP OF FRAME 12 "x16' 0 -CLIP FURNISHED BY GUESS? AND ATTACHED SECURELY i0 WALL BY 005 00415 FRAME 4N0 VISUAL 5/0" GYP. BOARD REFER i0 SCHEDULE FOR FINISH 3/4'x 4' MAPLE BASE NOTE' LIGHT FIXTURES AND 411 OIFFUSERS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. EXCEPTIONS, RECESSED LIGHT FIXTURES LESS THAN 58 LBS SUSPENDED AND PENDANT LIGHT FIXTURES AND AIR DIFFUSERS LESS THAN 20 LBS. AY BE SUPPORTED BY CEILING RUNNERS WITH SCREWS DR BOLTS. DIFFUSERS OVER 20 LBS. ND /OR SUPPORTING TRIBUTARY DUCT LOADS SHALL BF SUPPORTED DIRECTLY FROM THE STRUCTURE. NOTE: REFER TO DETAIL 10, FOR COMPRESSION STNUI AS REOU ]RED SYSTEM SHALL BE PER UNITED STATES GYPSUM RRH23842 GYPSUM BOARD CEILING SUSPENSION DETAIL ']O 2 e..." ,,...m..... .....° 2 Nn X. .�.. -. a" 0 O.0 -� - TILE TYPE IN REEL. CROSS RJNER @ 2' -0° STONE TILE AS OCCURS 1-X1. 0'C' REVISIONS un 'OGLE L EXIST. EXST. 1111111111111111111111 Oy i6 FINISH VALL NOTE. LIGHT FI %TUNES AN0 41R DIFFUSERS SHALL BE 50000 0 OIGECTLV FROM THE STRUCTURE 400VE. EXCEPTIONS' RECESSED LIGHT 404 DIES LESS THAN 56 LBS.. SUSPENDED AND PENDANT LIGHT FIXTURES AND AIR DIFFUSERS LESS THAN 20 LDS. MAY BE SUPPORTED 01 CEILING RUNNERS WITH OOUCO OR BOLTS. DIFFUSERS OVFA 20 L85. ANO /OR SUPPORTING TRIBUTARY DUCT LOADS SHALL 8E SUPPORTED DIRECTLY FROM THE STRUCTURE. NOTE REFER i0 DETAILS 10 ANO 11 ACOUSTICAL CEILING SUSPENSION DETAIL OO 8 01040 TILE FLOORING FLASH PATCH 1 THIN SET TG cos , SLAB TRANSITION @ 1/4'/ FT SLOPE MAX. STONE TILE FLR. TO NEW ENTRY STONE TILE -� -- FURNISHED BY GUESS? NOTE' GEN CONTR. SHALL FURNISH DRYWALL ANCHORS AND SL0061 AND SHALL 0 GUESS? A81 SECURE Z -CLIPS AS REQUIRED IN LOCATION DIRECTED BY GUESS? VISUALS. Z -CLIP APPLICATION OF LARGE VISUALS WOOD BASE AT WALL, CU JSAA 0965.651 NOT TO SCALE JSAA 09250.062 FULL SIZE JSAA 09680.FT1 20 O NOT TO SCALE JSAA 0950 -040 O,t 1' 1'- 0° JSAA 0000.000 1 4 5/8' TYPE "X" GYP. BOARD E0 3 /B" GYP. BACKING 1 /4" POLISHED GL. 410408 BLACK, HARD RUBBER OEOUCER STRIP VINYL SHEET VINYL TILE yI 13 -0 y NOTE: TIE TWO ADJACENT 7/8. HAT CHAN. A Ifi 0 L. NOTE: TIE TWO ADJACENT WALLS TO CLG. MAIN AND 4y 3 1 1 /2' CHAN. @ 4 U 0.C. CROSS RUNNER 1rH �+ % WALLS TO CLG. MAIN AND CROSS RUNNER I 1 - NOTE: INSTALL LLG GPTO USING 12 GA. SPLAY HIRE HANGERS @ 45 90 0 EACH 010E11 14 WIRES] I ( D. 0 .1 S Y NOTE: INSTALL CLG. GRID USING 12 GA_ SPLAY WIRE HANGERS @ 45' 90' TO EACH OTHER L4 WIRES1 BEGINNING 4.-0' FROM STARTING PT. OF GATE MO TILE LAYOUT ANO IN AM DIRECTIONS @ t2 0' i1tcREAF TEN 5]59 JAN l NGFE a 3 /d'x 4" MAPLE BASE STONE TILE FLOORING - -. - - -- eP 90- Y T i I1� II VINYL TRANSITION ^1 �"— 3 /B' MIN. CLR CROSS OP MAIN RUNNER R WALL SUSPENDED GYP. BD. CEILING DETAILS —A-I-K-3 /8- MIN CLR_ CROSS OR MAIN RUNNER 6 WALL LAY -IN CEILING DETAIL 9 WOOD BASE AT MIRRORY JSAA 0955.GS2 27 NOT TO SCALE JSAA 0950.047 -3 FULL SIZE JSAA 09600.008 2 1 NOT TO SCALE 35AN 0950.042 5/8' TYPE 'X" GYP. 80880 REFER TO SCHEDULE FOR FINISH 5/8" GYP.OU. W/ FACE i0 ALIGN H/ ADJACENT MIRROR 3/8' GYP.MA SHIM BACK OF BASE 3/4'n 4' MAPLE BASE BI ACK, HARD RUBBER REDUCER STRIP CONCRETE ft.: LACK, TILE` 1 RIGID 6" 1.146 ' �. HANGER HIRES AT VERTICAL STRUT I SEE DETAIL 11 /A].2 12 6A. SPLAY WIPE 8 GA. I MA 4' -D" O.C. EA. WAY 1 1/2' C.R. LHAN. AT d' -0' O.C. ., . tM�.. ',\ �� .' / / BRACING IN PLANE OF EA. RUNNER AX NOTE HAX AREA W/OUT ENT STOUT = 44 S.F. 10 6A HANGER WIRE @ 4' -0' O.C- TYP_ 4iiACHHENi DEVICE i0 STRUCTURE FOR, MAIN RUNNER. HANGER XIRE SHALL BE APPROVED TO SUPPORT 5x THE DESIGN • RUNNER ��� STONE TILE FLOORING �\ �i 5 /8" TYPE '%' GYP.BO. TYP. 7/8' FURRING CHAN, AT M. O.C. W/ FURRING CLIP I 'L' MAIN HL ICE —.OE VINYL TRANSITION TO CONCRETE READ WOOD BASE T WALL ADJACENT TO MIRROR 'to CROSS RUNNER LAY -IN CEILING DETAIL O ATTACHMENT ANGLE STL. STUD BACKER SUSPENDED GYP.80. CEILING AT WALL •IO 3SAA 0965.553 28 3" - 1'' 0' 0544 0000.000 4 NOT TO SCALE JSAA 0950.050 1 O O'] FULL SIZE 35AA 09680.008 22 GEN.CONT8. SHALL PROVIDE 3/16' SOLID STAINLESS STL. TRANSITION BLACK. HARP RUBBER TRANSITION STRIP VINYL EXISTING STONE TILE AS OCCURS - W\U G\i'(pFTG EN pp' .60 8 ft37(981G DIVISION OONN COkPIN55I0N POST MECHANICALLY FASTENED a i0 POSTS SHALL ABOVE PoSTS SN4LL BE PLACED 12' O.C. IN BOTH DIRECTIONS WITH FIRST EACH WALL. 11 POINT WITHIN 6' FROH EXISTING STRUCTURE TOP TILE Alp, CLIP OF POST t SPRING CLIP ATTATCHED TO HANGED HIRE I EXISTING EXST. L L ... T CON. SLAB -- FLASH PATCH 6 THIN SET TRANSITION @ 1/41 FT SLOPE HAM. TILE FLR. TO VINYL TILE HA GA VERTICAL W0DE MANGERS 4T A' -0' O.C. a °�iice� Suu411A.entei ,�THrtxTTx.ente• TuxTT•. x•,nLwTOxseLae ((�— 0LLB CLIP 601016800 TO MAIN OGNNFO FORCE GUESS A i A wa 44 TpTlxux. ,!, »l,e CEILING BRACING DETAIL FULL SIZETONE 09680.FTl 23 NOT TO AL JSAA 0950.059 11 Plb-0012, ill NOTE' REFER TO REFLECTED CLG. PLAN FOR CLG. HAS. MET. cLry of iukwlTa SEPL1 31996 MEMMH KENTe6 0 3 5/8' STUDS @ 56' C. SECURED TO STRICT_ ABOVE 51.60 TITLE OILING & MISC[ICLLANEOUS ®6TAGLS I9054. TILE 40G.(TYP1 5,8- GYP. BD. 5/8' WAD. ON 3 5 /B' HET. STUDS @ 11,01 .ITYPI I DAIT :soT 9,D A sNET A 7.2 A „ET „ ,, CORNER BEAD IT CEILING SOFFIT DETAIL 12 4» Il„p rw 505„10„ JSAA 9250.038 , JOHN SIEBEL ASSOCIATES ARCI#TECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 80035 310 563,711 FAX 213 878-2440 m ! DUPLEX OD TL ET b' x 18' CU'OUT IN CAB BACK \ \ / 600000 (Bs 01906 I [�_ 71 � 2" Ole HOLE FOO WIRING 14' x 60' BULLETIN BOARD EX51. GYP .60 CLG. 6ACE OF II 1200 iA IL WA OCCURS FACE OF II1200 i IL AS O + AS 000 /05 BEYOND 1/2' TYPE % GYP. OD. FINISHED WITH (Pi2 TTP. BETWEEN COLUMNS, a /c1 u. nlsm1 11 1O ''''' + " x�i_c "'� �- -UNDER CANOPY LIGHT W+DEP CANOPY LIGT1 F' DIA. HOLE 064181146 -- — - _ DRAWER — —_ / 4�/ OPENING FOR FILE CABINET OPEN OPEN 18'x18" CUT OUo IN C4BT PACK w - 1' B' I PHONE JACKS SAFE BY TENANT] 3/8' TEMPERED GL. SHELVES / AND NETA1 /6006605 � ✓j - --- � \ REVISIONS 1— /\ RECESSED S!06004U / AT 12" °. C- 4 ELEVATION SECTION MANAGER'S DESK — STOCK ROOM CABI- AND COUNTER TOP AS OCCURS 3/4' = 1' -0' JSAA 06405.6619 8 W` 3/4" x 4" MAPLE BASE, FYP. CITRON W/ CAST. FIXTURES WITHIN COL. BAY, 2 " -0" @ DISABLE ACCESS _ 1. •-6' AT TTP. RN. PDT!). 3/4' K/ MAPLE VENEER FINISH 252 SUB -FRAME ANGLE r1 —/{ �® i15- .7 :n'A15NTR gq FIN. FL00R 2'x2 %1 /4' STL. SECTION THRU ACCESSORY BAY FASTEN TO WALLS W/ 3/6' TOGGLE BITS AT 1B' O.C. I6 GA. .6 "W. STL BAND ON ORBS FITTING ROOM BENCH " 35AA 06405.655 3 O 1 1/2' = 1'- 0' 9 III J� -- 5 /0" GYP. 60., WHERE OCCURS 6-••••-- METAL 00005 CONCEALED SLOTTED ADAPTED 1/2' GYP. 0D. CONCEALED SLOTTED ] 3/0" - - - - -- RECESSED STANDARD SHALL EXTEND BEYOND THE FACE OF THE FINISHED GYP. 6U. ADAPTER (GARCY #1310 OR EON( JSAA 11100.010 4 Op\ \PPF, E Poo % \996 qu1 "'ISOw S56159501681.0112 =to= T�,xn+...�.�«cmx s i GUESS • pci, t '.i 01YPT0P N SEP 1 31996 SHEET II. ANTERIOR DETAILS : ,� IIA.3 5,... °m eW TABLE OF CONTENTS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS JOHN JOHN SIESEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LAS ANGELES CALIF. 90035 310553-.171190213979-2440 TABLE OF CONTENTS SECTION NO. SECTION TITLE SHEET NO 00100 Bi05 a tl otasmy AS1 00]00 General Notes AS1 01000 General Requirements AS1 01100 Temporary Occupancy ASI 01500 Temporary Facilities 451 and Controls 01640 Product Handling ASI Demolition AS1 03300 Concrete Work ASI 05500 Metal Fabrications AS2 06405 Cabinets and Fixtures AS2 07920 Sealants and Caulking AS2 08100 Metal Doors and Frames AS2 08211 Flush Wood Doors AS3 08410 Aluminum Entrances and 453 Storefronts 05,10 Finish Hardware AS3 OBB00 Glazing AS3 09110 metal Stud System AS4 09260 Gypsum Wallboard System AS4 09310 Ceramic Tile AS4 09510 Suspended Ceilings AS4 09550 Wood Flooring AS5 09660 Resilient Tile Flooring AS5 09000 Special Coatings AS5 09900 Painting AS6 10800 Toilet Room Accessories AS6 15400 Plumbing System P3 15500 Fire Protection A56 Sprinkler System 15600 Heating, Venty latin9 M4 antl Air 0ondi tinning 16400 Electrical E6 END OF TABLE OF CONTENTS SECTION 00700 - GENERAL CONDITIONS - CONTINUED E. Other Items as indicated on the Responsibility schedule: 13. Carefully study the Construction Documents and Shop Drawings to become familiar with the locations and requirements of Guess ?. Inc. supplied items. 14 Contractor shall review Guess ?. Inc. supplied items upon receipt and determine that the quantity i s sufficient to complete the Mork. In the event that there is Insufficient quantity the Contractor shall notif Guess?. Inc of the deficiency within three (31 working days. 15- Approval by Guess ?, Inc- shall govern as to what constitutes euality in substitutions for materials and methods Of carrying out the work. 16 All contractors shall, during the progress of the work, maintain employees Thal ar 4- Work ere' cnmpensat ion incur e for his a mp toyed a[ the site of uepwork and pr0v id¢ mOloyers liability insurance; B. Contractors public liability insurance. C. Automobile liability insurance. Insurance shall be in acceptable to Guess? Inc- and Landlord's Becuarementsa[ Mobile liability ,n nee shall be in the ,unto acceptable to Guess ?. Inc surGuess?, Inc. shall be specifically named as n additional Insured in tee public liability and property damage insurance and workers compensation insurance. 1]. The Contractor shall inform Guess ?. Inc. of his w0 scheOUle r and coordinate with it the delivery and /or removal of materials and equipment 18. All w0 must be coordinated, planned and performed in such work not to interfere with the Completion of any other wor or manner on this lob. Time schedule shall be an integral part k off tn,s lob- Time Is of the essence. 19. The General Contractor shall pr0.yde the following: A. Supervision (full charge superintendent to be at job site f u l l time a d when subcontractors are present.) B. Labor to unload and recd all Guess ?. Inc. supplied items including fixtures and case oak C. Inventory and security of GueSs ?. Inc. supplied items. 0 . Complete store cleaning before turning ;tare 0v r to 00e50 ?. Inc, including fixtures and casework. Store shall be in a state acceptable to Guess ?. Inc., t0 stock and open for business without additional cleaning on the Dart of Guess ?, Inc.. 20. All trades must provide liens release upon each payment and completion of their work. 21. Prior to final payment the Contractor shall furnish the following: A. Unconditional lien releases from all subcontractors and suppliers. B. Abl signed ?oflnpunch list, approved by an authorized agent C. A list of subcontractors and Suppliers. The list is t0 include names. addresses. telephone number and contact Person for each party named. 0. As -built plans. E. Operation manuals. F. Written guaranties END OF SECTION SECTION 01000 - ':.NEPAL REQUIREMENTS 1. All work shall comply with applicable federal, state, county and city ordinances, codes and regulations. The most stringent shall take Precedence. 2. Al] work shall be performed by a Contractor licensed t0 perform his respective trade. 3. The Contractor shall examine the Construction Documents and hall familiarize himself iwith the Mall and Landlord Requirements (including, but necessarily limited to, reading the Mall Tenant Manual) 00 and applicable cable odes relative to the site. The Contractor shall visit the site and be aware of the mall working conditions. 4. and Landlord event be familiar and conform to the Nall antl Lantllortl Requirements that affects his trade. 5 Permits: inn genera] building permit and plan check fee shall be snored and pate for by the Contractor. 00 h All [her permits respOnSe le en Out and paid for by the Subc on[ra[tdr tlire[t ly resDOnsib le. 6 Substitutions: No substitutions shall be made without Guess ?. Int.'s prior written aOPrdva 1. ]. Changes: Guess ?, Inc. may order extra work, or make changes by altering, adding to, or deducting from the work, mthe contract sum being adjusted d[COrdingly, D. Intention: The intention of the documents is to include all labor, materials, equipment and transportation necessary for complete and proper execution of the work. 9. Scope: All trades shall furnish all labor, equipment, materials. and rred. o all work necessary. o indicated. reasonably inferred, a required orany le to j p0000rcti0n. t0 finished jo their scope of work fora complete and pro Der ly fin ishetl job. f0. Cutting and Patchin Ato makes snail d0 their Ow gutting, fitting, tching, etc. make several parts come together trades. and fit it toreceive ro or be any cond et work of other cutting Any penetration per Cf of and any concrete ¢men S on [offing snail be done per Noll and Landlord il. Clean fro: ccu trades shall, to all rimes. keep the premises free from accumulation en of waste day ail d r SuShall a removed ve from it work. At the end f 1005 day 11 alerts Shall caused re ea d from the DreAtsth 0completion 0 areas shall be left remove a broom clean all ools, i on. At the sru d! the work ae a 11 rubbish, the job scaffolding and ndition materials. and shall leave uee job i a broom clean condition. 12. Verification: All dimensions and elevations shall be verified at the site prior to starting construction. The Architect hall be notified of any conflict between construction documents and the actual site conditions. ENDUE SECTION SECTION 01100 - TEMPORARY OCCUPANCY 1. Guess?, Inc. re r es uee privilege g0 temporary occupancy of the space a HOrstOVuee completion one final ace prance of tee hhl h t lgth f tibppropiate. 3. Temporary usage by Guess ?. Inc. Of any mechanical device, machinery, apparatus, equipment or any work Cr materials supplied under contract of final completion shall same. co ENO OF SECTION w_ SECiJUN 01500 - TEMPORARY FACILITIES AND CONTROLS 1 General Contractor snail ,nclutl¢ any Vr0[ectton or [empOnary 0nstHcP ion teat may be reuired 11 Of which must c of Orn to Mall Requirements. 2. Electrical 'over 'ennrIeu for c rrying out the work will be suDplieO by the General Contractor. 3 Each trade shall provide and install all protection as required to adjoining properties caused by any operation under his contract- The Contractor shall perform all repairs t0 adjacent properties which are damaged by an operation under h, contract or sub - contract. 4. Each contractor shall take all the steps necessary to ensure the safety of people and property damage during the work. All fire protection requirements specified by the cones ill On strictly respected. ABC ty fire extinguishers shall De Supplied by the Contractor and Snail alwa he kept at ands each e work being performed with torches nr welding equipment. 5 The contractors shall coordinate their work with the Mall Developer b avoid any interference with wok being performed by the Mall Developer's contractors within the demisedr o premises or adlOining areas END OF SECTION SECTION 01640 - PRODUCT HANDLING PART 1 - G�NEFAI. 1.1 DESCRIPTION q. Mork included Protect products scheduled for use in the Work by means including, but not necessarily limited to, those described in this Section. B. Related work Section 1 bat u0000 0tf necessarilyk limiteds 10. Genera l[lude, Conditions. Supplementary Conditions and Sections in Division 1 of these Specifications. 2. Additional procedures also may be prescribed in other Sections of these Specifications. 1.2 QUALITY ASSURANCE A. Include within tle 0000 0000, 0 quality 05000 [e program c procedures as re0Uire0 t0 ass re 1011010 tecti00 of work and materials. 1.3 MANUFACTURERS- RECOMMENDATIONS A. Except a otherwise approved by Guess?. Inc . determine and comply with manufacturers' recommendations on product handling. storage and protectiOn. 1.4 PACKAGING A. Deliver products to the jib site in their manufacturer's original container. with labels intact and legible. 1. Maintain packaged materials with seals unbroken and labels intact until time of us 2. Promptly remove damaged material a suitable items from the in site and promptly replace with material meeting the specified requirements, at no admt,0nal cost to Guess ?. Inc. B. Guess ?, Inc. may reject as complying such material and products that do not pear identification satisfactory t0 cues ?. Inc. a [0 manufacturer, grade qua lily and other pertinent information. 1.5 PROTECTION A. Protect finished surfaces, including jambs and soffits of openings used s passageways, through which equipment and materials are handled, B. Provide protection for finished floor surfaces in traffic a as prior t0 allowing equipment or materials to be moved over such surfaces. C_ Maintain finished surfaces clean. unmarred and suitable DrOtectetl Until] accepted by Guess ?, nlnc. 1.fi REPAIRS AND REPLACEMENTS 4. In event of tlamage, promptly make replacements a tl repairs to the approval f a d a n a00f t Iona] cost to Guess ?, Inc. B. 100001snwi time required deed replacements and t0 mike to lie an extension in the Contract Time Completiont0 justify ex o ENO OF SECTION SECTION 02070 - DEMOLITION 1. Work Included: the Contractor shall demolish and remove from the premises all decorative material and existing fixtures and equipment including, but not necessarily limited to. the e followinq: A. All partitions and ceilings within the store demising walls unless otherwise ri iacoustica 8. All suspension grip d acoustical tiles and decorative construction at the cmoupted L. All ceiling and wall except lighting fixtures and acted circuits �yxligh far whatever should be left All wall for temporary eigoutle . 0. ass wall and flair duplex iotherw wall switches and associated circuits be unless otherwise indicated t0050 (except for whatever ishould de left in place for tempOrdrY E. which ar a net [50 be and telephone outlets and conduits ENlStOn which are front to be reused. F. All nedrb f the construction 0010,em between the neutral piers as Alli 0010 by the terl Acquirements. G. All flooring material Down m the scraped and cleaned concrete floor slap. H. All fasteners and anchors that protrude from the floor lab and from the demising walls, I. A11 mill work, furniture, furnishings, slat walls and shelving. J. Work which was intended to remain but wnyce when ncoveretl iS not to code r Mall Requirement standards, Guess ?, Inc. shall be contacted in such an event and approve such demolition prior to the actual demolition. 2 . Nark Not InC1u0e0: The Contractor shall not remove a d shall protect. unless otherwise noted in Inc Drawings, 0the following elements: A. Sprinkler system. B. Electrical panels if they are to Oe reused. 12. ll u 't tl f25 ri mbskilleeren, tl the methods needed for proper performance of the work this Section. 4. Examine the areas and conditions under bleb work of this a Section wail be performed. Correct Conditions detrimental 00 timely and proper ymCoonditn Of are corrected. not proceed Until unsatisfactory Jit ions cted. 5. By Careful ?duty of the Contract Documents and the site demolition to berperformed location and extent of the 6. The Contractor shall visit the site and verify the extent and location of the Demolition required. A. Carefully identify limits of the demolition. B. Mark ?ter face surfaces as required td enable workmen also to identify Items to be removed one ;[ems m be left n place intact. sery Guess?, Inc r es the right t=i: a representative accompany the Gpntractbr on Oh` . SECTIJN 020'0 - DEMOLITION. Lon tinned ] Prepare antl follow ar. a .zed plan for demolition and removal Of items. A Snut off. CaO aid v protect existing public utility lines it accordance with the requirements of the Lobby agency or unlit, shaving jurisdiction B. Completely remove €' ¢doled to be demolished and oved, leaving surf- n soli¢, and ready d wamaterials -spe fiied elsewhere. d t C. Inc all ¢ activities, [Owls ` with pertinent regulations l governmental agencies laving jurisdiction and the Mall Requirements. B Use me y to prevent oil becoming a e to the publicans neighbors. and to other[ work obeing performed on or near the premi es. 9 In. the even- of demoli,lor. v items no scheduled to be demolished, t prompt'.[ replace, such to s to the approval 0 Guess ?. Inc at d deicyona3 [ist to them. ENO OF SECTION SECTION 03300 - CONCRETE PART 1 - GENERAL 1.1 DESCRIPTION A. Work include' Provide cast -in -place concrete including necessary form work age rein fore ing, w shown in the Drawings. as specified herein, and as needed for a complete and proper installation. B. Related work 1. Documents affecting work of this Section 003GG, Dot rent necessarily limited to. General Conditions, Supplementary Conditions, and Sections in Division 1 of these specifications. 1.2 QUALITY ASSURANCE A Use adequate numbers of skilled workmen who roughly trained an experienced x err need in necessary crafts one who are completely familiar with the specified requirements and the methods needed for Proper performance of the work this Section. 6. Comply with 'Specifications for Structural Concrete for Buildings,' ACI 310. except as may be modified herein. PART 2 - PRODUCTS 2.1 FORMS A. Design, erect. support, brace. and maintain formwork So it will safely 1upport 01 such i cal and lateral (bads might be applied until loads can De supported sagely by the concrete structure. g. Construct forgo to the exact sizes. shapes, lines. and dimensions nd as required to obtain alignment x. location. g and level and plump work in the finished structures 2.2 MOISTURE BARRIER A. indicated on a 008005gs. or where new w 05 being placed nn in existing ,n -fill mpdrtmn, provide a moisture Gamier consisting of: ]. Four ,n of [lean dry sand, evenly Spread chic 2. 6Smai1[thicknpolyethylene plastic sheeting. with all joints taped and sealed; 3. Two in of [lean dry sand. evenly spread on top of the installed plastic sheeting. 2.3 REINFORCEMENT A. Comply with the following minimums; 1. Bars: ASTM 4615, grade 60 unless otherwise 0 on the Drawings, using deformed bars 800003mber 3 and larger: 2. Melded wire tannic ASTW A1115. 3. Bending- ACT 3IB_ B. Fabricate reinforcement to the required snoods and he Co within fabrication Standard tolerances sated in theeCR5In5Hanual of Standartl Practices.' C. de not use reinforcement having an of me following r Y defects.- r 1. Bar lengths. depths, or bends exceeding the 2. endsforOkinks snots indicated the Drawings r r ire¢ for this Mork: 000 3. with cross - section reduced due t0 excessive rust or other causes_ 000e50 D. All bars shall be free of loose flaky rust and scale, grease. o other materials which might affect impair bony. 2.4 CONCRETE A. Comply with the fallowing as minimums ]_ Portland cement- ASTX CI50. type [ or II. lox alka :i. 2. Aggregate, general; a oTX C30. uniformly graded and [lean'. known to cause 0. excessive use shrinkage. ex ess v¢ snr inkage. 3. Aggregate. coarse: Crushed rock or shad d gravel with 0000 size size number , 1 f/2'. and with size number 4. 4. hard ante, fine: article washed sand of earn d durable particles varying from fine particles passing a 3/8' sc f which 12% all pass a 50 -mesh screen.Pe 5. Mater; Clean and potable. B. Provide concrete with the compressive st shown on the Drawings_ When such strengths are not shown an the Drawings. provide the following as minimums. 1. Concrete f500ln10 3000 psi !Concrete 2000 psi requires tausus Walks and 01-HER MATERIS approval of the Architect_ PART 3 - EXECUTION 3.1 SURFACE CONDITIONS 4 Examine the areas and performed. under which work itio of 005 mats Section will el pan To 0. install conditions completion to timely 0 'roper proceed until 0 unsatisfactory ditlensDare not corrected. until c y con a c rec 3.2 REINFORCING A. Comply with [he following, a well as the spe[if red stantlard, fur tle[ai in l. 4 1,',g Of rein fortement placement and supports: m 1. Clean reinforcement and remove loose dust mill scale, earth. grease, one other materials worth duce bond 0 destroy bond with concrete. SECTION 03300 - CONCRETE - CONTINUED 2. Position, support, and secure reinforcement against displacement by forms,rconstruction. and the concrete placement orations. 3. Place reinforcement to obtain required coverage for concrete Orbtectinn. 4. Install welded w e fabric in s 'Ong lengths as r .cable, lapping adjoining ices one fullimesh minimum, 5 . Unless otherwise shown inmthe Drawings, or as otnerw ae required by the reference standards or governmental agencies having jurisdiction, lap bars 24 diameters minimum. 3.3 EMBEDDED ITEMS A Do not embed piing. other than electrical conduit, in structural concrete. 1. Locate conduit to maintain maximum strength f the Structure 2. Increase the thickness 01 the concrete if the outside exceeds diameter of the conduit ex eds 30% of the thickness of the concrete. B. Set bolts, inserts. a Other required items in the concrete, accurately and secured so they will not be displaced, and in the precise locations n 5eo- 3.4 MIXING CONCRETE A. Transit my P concrete in accordance with prnvisionsxof hASTMnC94. 3.5 PLACING CONCRETE A. Place concrete in compliance w.th practices an d recommendations of ACI 304, 8. 51 ace [t Crete ,n tnf orman[e with a Ola[finent eulento en ¢can ven dtstributibn o loads throughout the entire structure. C. Only one grape o concrete shall be poured on the lob at one time. 0. Continuous inspection i required for all concrete in excess of 7000 psi. E. Consolidate all concrete in accordance with provisions of C1 309¢to F. Concrete snail be worked in all forms. around reinforcement and embedded items and into corners. F. Concrete flat wok shall be true to Witn,n 1 /B' in 10' in all d rep ions ar sloped to drain as indicated on i the drawings, allowing no puddles to occur in the direction f the flow. 3.6 FINISHING A. Floor slab: Steel trowel finish. Slope t0 drain where indicated on plans. 3.7 CURING A. Curing material may be applied t0 the surface if 100 antl w0atner conditions require curing. B. Load add loot traffic 500011 00 kep',V, uee f100r at le001 4s nwrs - longer if special , tires ex,�t 3.B CLEAN -UP 4. Upon completion of work, all excess material. debris and implements resulting from then installation of concrete nail be cleared from the ph site leaving It in a clean and acceptable condition. 3.9 REPAIRS A. Repair defective areas and fill form -tie holes and similar defects in accordance with Chapter 9 of ACI 301. Where, n the opinion of Guess ?. Inc., surface - defects such as honeycomb occur, the s defective areas as directed by Guess ?, Inc. ENO OF SECTION aU \` \NC pN \5 \0wi m c vs0 0,,, of Tukvvkn SEP 1 3 1996 .,re,,,i rcwr.a fl ✓ir>ina ir[fs isys .iinlinrsRecavco - .,-" REVISIONS ,1�0 1kfr �i A� ��o0 - ;MSnrfl� - a;� SPECIFICATIONS SECTION 00100 -BIDS AND BIDDING 1. Before submitting his bid, each bidder shall g rsonally inspect the site of the proposed bark to arrive at a clear understanding of the conditions 0 00 a der which the work i to he done. He shall be held to have compared the premises and all the conditions affecting the execution of his work. All discrepancies with the plans shall be reVUrted to Guess? with the delivery of his prop05a1. No extra consideration will subsequently be allowed by reason of oversight in the part of the Contractor. All bids emust be exactly in accordance with the Construction Documents unless noted on the bid. 2. Should a conflict o[ or between the drawings and specifications regarding methods Of performing te work Or 9 Mont the en decision on wiretl, and the Contractor does not submitting written bn . 00 008 ibe deemed thereto bid to moreittieg his old. 5e shall he wormed do have bye upon Inc more greater quantity way of to doing the work and the defter quality or quantity f materials. 3. Guess? reserves the right to accept or reject any Did. 4. 411 additions and corrections t0 N¢ bids nail 0¢ incorporated in the proposal and will become a part of the Contract Documents. END OF SECTION SECTION 00700 - GENERAL CON031100S 1. the 'General Conditions of the Contract for Construction' AIA Document A201, latest edition. is part of this Contract. 2. the Contractor will supply all t necessary labor, materials carry and equipment required to c 000 the described ,n the innhis colon ct with G and . Inc. m his trade and as defined in i� contract with Guess ?. Inc. 3. The Contractor shall supply uess ?. Inc. with a list of all y anticipated subcontractors and suppliers to be used for the Mork. 4, A11 contractors hall guarantee for a 'eri0d Of one (11 after the Sate of final acceptance by Guess ?. Inc.. all year, workmanship and materials der their contract. he shall repair r They replace. at 000 y additional ect ve including Inc.. any raft thereof which may become defective s determined a rk of Guess? damaged by me said defective work, as ertermined by Gu¢55 ?, Inc, 5 The Contractor shall supply Guess ?, 101, with all the warrant equipment installed On the GoVers related t0 materials and y premises. He will also supply manufacturer operation and maintenance instruction manuals for H.V.A,C. Equipment. 6. Guess ?, Inc. reserves the right to employ other and /or similar ]ar r g e p y contractors toedorportions of the work which may not be covered bythe contract documents. No extra consideration will GbSequen[ly be allowed s a result of interferences by either uess ?, Inc. or any of these other contractors' activities. ]. Any deviations from the requirements of the plans and spell e050. 100 y specifications a to materials s t by the Contractor 55011 be approved in writing by Guess., Inc.. B. ::t:::n;: after ]2 Sour? Of written nothliDfied wner May at his discretion take over such work and baCkiharge the Contractor far any corrective work that was required due to lack of performance, workmanship and adherence to the Construction Documents. 9. If any corrective work is deemed m be necessary. 000 cost Of re,nspection and related permits shall bed borne by the Contractor. 10. All work must be [omplete. Operational and usable. Acceptance of the work wi'I be by Guess ?, Inc. fl. All materials and equipment used in the permanent construction of the demised premises snail be new and 150530 and shall. bear Underwriters Laboratory and union labels, when such labeling applies. 12. The Contract Or Shall instal/ the [Omgonen is supplied to him by Guess ?, Inc. ,nc lud ing, but not need sa -1 limitetl to, tee y following' necessarily y A. All lign[yn fixtures; 9 . Mirror Frames C. Storefront Door specialty hardware: D. Interior Sign?: n °wff Soodwomei ivn[e wxseiwm4weeiee GUESS GUESS 1_ EDA iz[srrmc rzi,r ids ,rod 00000000 SPECOF9CATBONS, SECTION 00100 O SECTION 03300 oyrs iarr se me[r A S me or sd.[e loo wn ' 4m 5059.00 5059.00 "296 -DDIP, SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.1 OESCHIPTION A. Work included: Provide miscellaneous metal work ShO,M On the Drawings, as specified herein, and as needed for a complete and proper installation. 8. Related work: 1. Vocumen00 031ectingrwork °mi this[ Section 101 44e. Conditions, Supplementary Conditions, and Sections in Division 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled are thoroughly trained and experienced in the necessary who and who completely familiar with the specified requirements are the methods needed for proper performance of the work this Section_ B. Perform shop and /or field welding required ,0 connection with the work of this Section in strict accordance with pertinent recommendations of the American Welding Society. 3 SUBMITTALS A. Product data: Within 0 calendar .days after the s Contractor ha received the Ownes Notice to Proceed. submit to the Guess?. ?, Inc.: 1nc.: 1. Materials list of Items proposed to be prnvlded under this 2. Manufacturer's ion; specifications and other data needed to prove compliance with the specified requirements; 3. fabrication. Drawings in sufficient detail O. and of thea torn. 4installation. hi Section anchorage, and interface of the work of this Section with the work of 04403.cturer'ssre mended installation procedures n approved by Guess ?, Inc., will become the basis for accepting or rejecting actual In5ta11ati0n procedures Used in the Work. .4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2 MATERIALS A. In fabricating items which will he exposed to view. limit materials to those which are free from surface blemishes, pitting, rolled trade names, aria roughness. B. Comply with the following standards, as pertinent: 1. Steel Plates, Shapes, and Bars: ASTM A36; 2. Rolled Steel Floor Plates: ASTM 0706: 3. Steel Bars for Grating: ASTM A569 or A36. 4. Cold- Formed Steel Tubing: ASTM A 500. grade as indicated below: a. Grade A unless otherwise indicated or required for design loading, 5. Hot- Formed Steel Tubing: ASTM 0501. 6. Uncoated Cola- Rolled Structural Steel Sheet ASTM A611. Grade A. unless otherwise indicated or required by design loading. 7. Uncoated Hot - Rolled Structural Steel Sheet: ASTM A570, Grade 30, unless otherwise indicated or ire0 by design loading. B. Uncoated Cold- Rolled Commercial Duality Steel Sheet: ASTM A366. 9. Uncoated Hot - Rolled Commercial Duality Steel Sheet: ASTM A569. 10. Steel Pipe: ASTM A53. Type S. Grade A. standard weight {schedule 401 unless another grade or black[ finishtunlessi otherwisernoted l loads. 11. Gray Iron Castings: ASTM A 48, Class 10_ 12. Malleable Iron Castings: ASTM 047; 13. Brackets, Flanges and Anchors: Cast Or formed metal of the same type material and finish as 14. Concrete rete 045444s: Threaded or we0ge type; galvanized i 40 0, ferrous 100t steel, either iron Provide bolts. washers. cast shims as required, hot -dip galvanized per ASTH A 153. 2.2 FASTENERS GENERAL: 1. 104 ex00rior us and Where built into exterior walls, ofastee z coated fasteners. 2. Provide fasteners of type, grade, and Class required for the particular use. Comply with the following standards as pertinent: 1. Bolts and nuts: Provide hexagon -head regular type complying with ASTM A307, grade A; 2, Lag bolts: Provide square -head type complying with Fed Spec Ff -6 -561; 3. Machine screws: Provide cadmium plated steel type complying with Fed Spec FF -S -111, 4. a. Plain washers: Comply with Fed Spec FF -0 -92, Ound, carbon steel: b. Lock washers: Comply with Feb Spec FF-0-84, helical spring type carbon steel: 5. Toggle bolts: Provide type. class. and style needed but complying with Fed Spec FF -B -500, E. Anchorage devices: Provide expansion shiel0 complying with Fed Spec FF -S -325. 2.3 OTHER MATERIALS A . Provide other materials, 1 0 0 0 1 1 0 1 fically described Out required for a complete and proper installation. as elected by the Contractor sub1ect 00 the approval of Guess ?, Inc., 2.4 SHOP PAINT A. Primer: Use '10 -99 Tnemec Primer' or Rustoleum Number 5759 Primer," or approved equal. B. For repair o4 galvanizing, u a high zinc -dust content 4010110001410911006 MIL -P- 21035. 2.5 FABRICATION A. Except as otherwise shown on the Drawings or the 00prove0 Shop Drawings, use materials of size, thickness, and type required to produce reasonable strength and durability in the work of this Section. B. Fabricate with accurate angles and .urface5 which are true to the required lines and levels, grinding exp05ed welds Smooth and f115h. forming exposed COnnections with poA,loe joints, and using concealed fasteners wherever ssible. C. Prior to shop painting or priming, properly clean metal Surfaces as equired for the a0plie0 finish and for tee proposed use of the item. D. On surfaces inaccessible after assemble o recgtion, of °thetsecondtcoa'o distinguish it from then first. PART 3 - EXECUTIONS o i 3.1 SURFACE CONDITIONS A . Examine the areas a d conditions u der which Wok of this Section will be performed. Correct conditions detrimental to timely and proper , nstallation and completion of the Work. 00 n0t proceed until Unsatisfactory conditions are corrected. SECTION 05300 - METAL FABRICATIONS - CONTINUED 3.2 COORDINATION A. Coordinate as required with 0 004 trades to ss es proper and interface 01101 550 ion in the s Se f loose [sees tar interface with the work of this Section. 3.3 INSTALLATION . Installation: Perform cutting. drilling and fitting 1pctOO for installation: s t wit accurately in location. alignment and elevation, m s ured from established lines and levels. Privideanchorage de and fasteners where necessary for :nstallation to other er work. Set loose items on cleaned bearing surfaces. u-ng wedges or other adjustments as required CeSoliely pack open Spaces with bedding mortar, consisting f 1-part portland cement to 3 -parts sena and only n0ugh water for packing d hydration, or ial non - shrink grout material. 2 use paint after installation. Clean field w ids, bolted connections and abraded areas, end isamte paint as used in shop. Use Surfaces. nrepair paint on damaged galvanized END OF SECTION SECTION 06405 - CABINETS AND FIXTURES PART 1 - GENERAL 1.1 OESCRIP0ION A. Work included: Install permanently affixed fixtures provide0 by Guess ?, Inc. including, Out necessarily lim,tea to, prefinisned cabinets show cases racks, hersimilar items where shown on the Drawings, as specified en, and as needed for a complete and proper installation. This shall include the coordination and installation of any backing required, Guess ?. Inc. will provide an approv0 4 set of Shop Drawings to allow for proper coordination of the Work. .8. Work not included: Fabrication of the fixtures and casework. C. Definitions: 1. 'Eaxnpd or wwprr ka" re nue . all surfaces visible when doors a. Bottoms of cases more than 4' -0' above the floor will be considered exposed: b. sible members 'n open cases or behind doors of clear glass, will be considered to be d. 2. 'Semi - exposed" includes those members behind 0 opaque doors, such as shelves, divisions, interior backs and bottoms, and the neck face of doors. 3. 1.2 QUALITY a. Tops Of cases 6' -6' o e above the floor will be considered to be semi - exposed. 'concealed work' includes sleepers, web frames. dust panels. and Other surfaces not usually visible after installation. ASSURANCE Use adequate numbers of skilled workmen who are thoroughly trameo and experienced i rafts and who are completely familiar with the specified 0 the and the methods needed for proper performance of the work this ection. S. Identification of components: 1. 0n a concealed but accessible surface of each item of the plainly f t0is Sectioni00011e approved by Guess ?, shown on the Drawings for that item. tuber or numbers z. re ovableepart of teacheStem 00 000aworkf of each Section. where approved by Guess ?, Inc., a factory marking shall be plainly stamped indicating the identifying number or numbers shown on the Drawings and Shop Drawings for that item to aid in rapid and efficient identification and reinstallation of removable parts. PART 2 - PRODUCTS 1.1 As furnished 0y Guess ?, Inc. except for miscellaneous hardware [ems necessary for the proper installation and fit of the items fixtures and cabinets. PART 3 - EXECUTION 3.1 SURFACE 000010IONG A. Examine the areas ria conaiti0ns under which work of this Section will be performed. Correct conditions detrimental L timely proper completion 0h rr o not pr0[eetl until unsatisfactory condtionsare oWo00000. 3.2 PREPARATION FOR INSTALLATION A. Coordinate as required with other trades to assure pro0er and adequate provision in the w of those trades for proper interface with the work or thus Section. B. Make fie ssary mea rements in the fie10 to assure proper fit of snop[fabr icateaitems. C. Prior to start of installation, verify that the work of other trades i sufficiently complete to properly permit this installation 10 proceed. 3.3 INSTALLATION Install the work of this Section at the locations shown on the Drawings. and in accordance with the approved Shop Drawings. 1. Scribe units to wall. floor, and other surfaces as appropriate, with not more than 1/32' clear between the cabinet or fixture and the abutting permanent surface, and with no change of clearance in excess of 0,01' in any 4', 2. Set each unit square, level, plumb, and aligned within a tolerance of one in 1000 vertically and horizontally and within 1/4' Of the designated location for freestanding work. 6, Coordinate the time of installation with availability of other trades t0 make required utility connections. 1. Provide access panels as needed for connection and maintenance of utilities. Review and obtain Guess ?. Inc. ks approval t0r the location of such panels Ori0r to their installation. 2 . Test a ch plumbing and electrical item through at least 4100 optimum tion cycles, and adjust as needed to C. Upon completion of installation, thoroughly clean each item by use o f only su h cleaning materials as are recommended by the manufacturer of the item to be cleaned. Touch -up sc etches rid abrasions e0 5e completely invisible to the unaided eve from a distance of five feet. END OF SECTION SECTION 07920 - SEALANTS ANO CAULKING PART 1 - GENERAL 1.1 DESCRIPTION 0. Jointsawhere0sh Throughout the0Drawin0,0.nd elsew0 10010 Joints to provide a positive barrier against passage of O -tore and passage of air. Seal openings in fire rated wall, floor and roof assemblies at plumbing piping. mechanical ducting and electrical onduit penetrations. eal Openings at openings between top of fire rated walls and roof or floor decks. SECTION 07920 - SEALANTS AND CAULKING - CONTINUED Related work. 1. Documents affecting work of this Section include but are not necessarily limted to. General upplementary Conditions and sections in Divisi0n 1 of these Specifications. 1.2 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen wh thoroughly t ` trained and experienced in who rafts and wh are completely familiar 54 with the specified requirements ar na them [hods needed for proper performance of the work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. B. Oo not rein job site material which has exceeded the shelf lifearecommended by its manufacturers PART 2 - PR00UCTS 2,1 SEALANTS ept as e as m e ohs TN X,? de this Article. Provide two component, rubber based compound complying with Fed Spec iT -S- 002270. with each color of sealant and each class of s alant the product of a single Or manufacturer selected from the following, r equal products approved in advance by the Architect: 1. Class A Ifor non - traffic bearing horizontal surfaces]: a. 'NOVacalk 200 Series,' manufactured by Novagard Corp., 835 New York Avenue, Trenton. New Jersey 08638: h. 'Paramastic. • manufactured by Parr. Inc., 00000 18400 Syracuse Avenue. Cleveland, Ohio 44110: c. HO reflex TG' o cal,' anufactured by A. Horn, Inc r, 3701 East Union Pacific Avenue, Los Angeles. California 90023. 2. Class 8 Ifor vertical surfaces]: a. 'Churchill 3C -50.' manufactured by Churchill 3 Chemical Corp.. 31East 26th Street. Los Angeles. [011001000 90023. b. •Ultrat100 101 Ser i5S. manuRocinred by Essex Chemical Corp.. 19451 Susan Road. Campton, California 90220; c. 'Rubber ubber Calk 250 Sealant • manufactured by Products Research and Chemical Corp. 5454 San Fernando flood. Glentla le. California 91203. For other services. provide products espec ialle f ormula0 0 for the proposed "0 and 0014oved i advance 0y [fie Architect. C. Provide fire-stop compound mplying with ASTM 0 -814 and ASTM E-119, the product o� single manufacturer selected from the following, or equal products approved in advance by the Architect: Fire -stop and penetration sealant a. b. c. D. Colors: 'Fire Step System' manufactured by Dow Corning Corporation, Midland, Michigan 48686 -0994. 'Fire Stop V,' manufactured by Flame Stop Inc., P.O. Box 888, Roanoke, Texas 76262. 'Flamma0ur, America. by 008 Flammadur Jolla. California 92038-2031. P.O. 3 Box 273 f. La t. Colors for each sealant installation will be SeleCted by the from Architect the specified r0 colors manufacturers. 2 Should such standard color not be available from the approved anufacturer except at additional c0arge, provide such colors at no additional cost to Guess ?, Inc.. E. In concealed installations and in partially 0r fully exposed 0 standard installations her o approved by the Architect, 07 0ani e s gray or black sealant. 2.2 PRIMERS A. Use only those primers which are non- staining, have been tested for durability on the surfaces to be sealed and e specifically dolly recommended mended for f this installation by the manufacturer of the sealant used. 2.3 BACKUP MATERIALS Use only those backup materials which a specifically themended for th installation by theemanufacturer of sealant used, Oich are non - absorbent and which are non- staining. 8. Acceptable types include: 1. Closed -cell resilient urethane or polyvinyl chloride foam; 2. Closed -cell polyethylene foam; 3. Closed -[ell sponge of vinyl or rubber; 4. 0010151 *rOprene tubes or heads: 5. Polyis55 dry extrusions: 6. Oil -less dry jute. C. Preformed support strips for ceramic tile control joint and ex0ansion joint work: Use polyisobutylene or pmycmoroprene rubber. 2.4 BOND PREVENTATIVE MATERIALS A. Use only 00 of the following as nest suited for the application and as recommended by the manufacturer of the sealant uses: 1. Polyethylene tape, pressure sensitive adhesive, with the adhesive required only to hold tape t0 the construction materials a indicated: 2. Aluminum toil complying with MIL- A -148E, 3. Wax paper complying with Fed Spec UV-P-270_ 2.5 MASKING TAPE 0. 0000050119 around 100,00, provide masking 0000 complying with Fed Spec UU -i -1060_ 2.6 OTHER MATERIALS A . Provide other materials, n t specifically described but selected by r100 05ntractordsubject proper to the ] appro 040010ect. approval Of the PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A . Examine the areas a d conditions under which work Of this Section will '0e performed. Correct conditions detrimental 00 timely and proper completion of the Work. Dornottptl.ceed until unsatisfactory conditionS are coe 3.2 PREPARATION Concrete and ceramic the Surfaces: 1. Install only on surfaces which are dry. sound an0 well brushed, wiping free from dust. 2. At open joints, e ve Oust by mechanically Mown compressed air if so requid. 3. Use solvent to re oil and grease. wiping the surfaces with clean rags_ 4. Where surfaCes have been treat., remove the surface treatment by sand blasting or wire shing. son e ,EC11000 0,120 - SEALANTS AND CALLKIN6 - CONTINUED 5. Rem000 100000ce one mortar from 1 int cavities. 6. Where backstop is required. insert the approved backup mater .al into ire joint cavity to the depth needed B heel surfaces. 1• Steel sarface., it contact with sealant. 2. a. Sand blast ras required t0 achieve acceptable O. it sane blasting is ucal Or w old a0nacent f °c ape the metal 0r wire damage . Lib e mill c. use solvent( 011 and grease, wining the surfaces with. clean rags Remove protective coatings on steel d 0030 bl851i09 or by n ing a solvent wmrn ]e=ves no resmue. C. Aluminum surfaces: 0. Aluminum surfaces in contact with sealant. a. Remove temporary protective coatings. dirt. oil and grease b. Whe masking [ s use for ae cover, r, n .0 rac rvet pr., to ppl the sealant 2. Use only such to o ,e move protective coatings as are r that purpose Or the manufacturer a of the aluminum work and which are non- staining. 3.3 INSTALLATION OF BACKUP MATERIAL A. Use only the backup material recommended by the n010000rer of [ and approved by the Architect for the0partieular0i allati0n. compressing fie backup matena; 25i to 50X td achieve a[positive and secure fit. 8. using backup of tube c rod s avoid lengthwise stretching of the material r 30 not twist braid nose or rod backup stock. 3.4 PRIMING A. Use only th mmenkeo b[ ice ma acturer Of the sealant and ea ovedroy the for particular n000000tiun.0applying i strict a 0rdan0 60 nufacturer5 recommendations as approved by the Achitect. 3.5 BOND BREAKER INSTALLATION A. Provide an approved drop bear where recommende d [fi the 20 0ring stricv00 tnnsaat.on recommendations as approved by the Architect. 3.6 INSTALLATION OF SEALANTS A. Prior to start of installation in e r ch joint. verity the paint ty0e according to details on the Drawings. or as otherwise directed by the irehitect and verify that required s000rption of width of joint to depth o joint has been secured. B. Equipment: 1. Apply sealant under pressure with power- actuated or nano gun, or by other appropriate sufr1ie;eniipressure etofc °ompletely fil0 the as designed. C. D. manu act orensarect,,in, atia0s0000r00000 tl o one Architect. thoroughly filling joints t0 the recommended depth, E. Tool Otherw01505 required profile f such 50000tes are not shown on the Drawings. F_ Cleaning up: 1. RemOVe making tape immediately after joints have been [ogled. 2. Clean installation t surfaces free from sealant as the 89001 progresses, using solvent or cleaning agent recommended by the manufacturer of the sealant used rhrrougnly aria complete4 ° mask mints where me appearance of sealant an ad latent s rfa[es would fie ob lest tunable. END OF SECTION SECTION 08100 - METAL 0000 FRAMES PART 1 - GENERAL 1.1 DESCRIPTION Work Included: Provide metal door frames, which e not specifically described in other Sections of these Specifications, wher e shown he Drawings. as specified n rein and as neededfor a0 complete and proper installation El_ Related work: 1. Documents affecting work of this Section Include. but are not necessarily limited to. General Conditions, Supplementary Conditions and Sections in Division 1 of these specifications. 2. Section 08211: Flush W000 00ors. 1.2 DUALITY ASSURANCE A trained vide numbers ed ik ithednecessarywcrafts andrwhon ly completely °familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Unless specifically Otherwise approved by Guess ?. Inc.. Iprrovide all products of this Section from a single 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640_ PART 2 - PRODUCTS 2.1 METAL FRAMES type and design: 1. Provide wings. 4- 7 /Bne20y minuted labeled iunlessown on otherwise indicated on the Door schedule in the Drawings, in 18 gauge for interior and exterior d0urs, properly reinforced for the finish hardware described In Section 08710 of these Specifications. B. Finish: 1. Pre - finished Navaho White. C. ppr000ble Guess?. Timely Industries or equal Acceptable by Guess ?, Inca_ 2.3 FINISH HARDWARE A. Secure templates from the finish hardware supplier an0 urately install. or make provision for. all finish hardware at the factory. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will ee performed Correct Conditions detrimental to timely and proper completion Of the work. Do not proceed until ns tisfactary conditions are corrected. SECTION 00100 - METAL DOOR FRAMES - CONTINUED 3.2 INSTALLATION A. Placing frames: 1. Where practicable, place frames prior to construction of enclosing walls and ceilings. 2. frames securely until permanent00n,h0rs are et. 3. After wall construction is ompleted. remove temporary braces and spreaders, leaving surfaces mooch and Undamaged ° 4. At in-place onstruction1 construction set mtcmi ees and sanere t0 suitable an orage dev filth Provide'°rews clips w location. at eaCh 5. When installed in prepared openings concrete construction, provide sealant between ifr 07920 of these Specifications °' c, =ecr or. 3 ADJUST AND CLEAN A. Final ad,ustments 0. Check and readjust r 1(00,15 hnun hardware items in hollow metal work just p ial inspection. 2 Leave work in mplete a rating condition, 3 Remove defective w replace with work complying with the specifleo work B. Inspect fo r scratches and apply a touch up of compatible air- drying paint to match. ENO OF SECTION CF of rurc r_P 1 3 199 6 JOHN SIEBEL ASSOCIATES ARCHITECTS 1100 SOUTH BEVERLY DRIVE LOS ANGELES CALIF 90036 310 553-4711 5.0(213 879-2440 REVISIONS Soutkceatet SPECIFICATIONS, SECTION 05500 TO SECTION 08100 se AS2 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SECTION 00211 - F1uSH 0000 DOORS PART 1 - GENERAL 1.1 DESCRIPTION Work it[Iu0ed: Provide flush wood doors. complete i place wth finish hardware installed, where shown on the orawing,,as specified he e .in and as needed for a complete and proper Installation. Related work'. 1. oaumonts affecting work of this Section include, bIX ot necessarily limited to. General Cm0itions. Supplementary Conditions and 'Sections -n Division 1 of these Specifications. 2. 5 06100 Metal door 3. Section 05710: Finish hardware. 1.2 DUALITY ASSURANCE A. Use adeluate numbers of skilled workmen who ere thoroughly trainee and experienced in Inc necessary crafts and who a completely familiar with the specified requirements aria t proper performance of re work of this ne Section. B. In addition to complying with h pertinent codes and regulations of governmental agencies having jurisdiction. comply with: 1- ?,,t or Millwork' o! the Woodwork Institute of 'A'chiteca. f r toe Woodwork Cl or grades specil031 0 2. 'A:On10000rOl Woodwork Institute. for the' of the Ae:h itectural Woodwork Institute, far the grade or gn0es speciflan 3. cmtifieat ion a stamps will not be required. 1 -3 PRODUCT HANalN6 A. Comply xct pertinent provisions of Section 01640 B. Delivery: 1. Deliver doors to ite after plaster and cement are ry at a after the building has reached average prevailing humidity of its locality. 2. Deliver 1 pre clearly doors ked withnmanufacturer's.name. brand name, size, thickness and identifying symbol eon th covering. iz 3. Seal all four edges of unfinished doors when delivered to the !oh site Storage 1. Stack fiat on 2° x 4" lumber, laid 12' from ends and enter. 2. Uracr bottom door an0 over too 01 stack, provide p ly fggds r orrugatee cardboard m protect door 3. 51000 d7orsc in a where there wall be no great variations in neat, dryness and humidity. 0. 00 not dr0g doors ac ss uns another: lift doors and carry them 0120 position. PART 2 - PRODUCTS 2.1 GENERAL A. Prcvide flush wood doors f the types, designs and thicknesses shown un the Door Schedule in the Drawings. 20 m nine labeled unless otherwise indicated and required in the goer Schedule and in solid core or hollow core as shown m the odor Schedule. 8. Grade: Except as may be shown otherwise on the Drawings, fabricate the work of this Section to 'custom grade' standards Of the referenced organization. C. 10 accommodate finish hardware described[ in` Section 08710 of these Specifications. 0. Species 01000 0: 00100 01000' 00 '000°°0 finish' are c 1108 for on gs, provide tempered nardboar1 fates. E. Site finish Or mill finish wood doors in accordance with previsions of Section 09900 of these Specifications. PART 3 - 000008101 3,1 SURFACE 00NDITIONS A. Examine the Sect areas it ° ion 011! 0eperformed.Correct conditions detrimental to timely and proper completion of the Work. 00 not proceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION Fitting and machining: UNess doors are 000010[207 fitted and mach rood at the mill, fit them for wctl[n by planing and lit [hem for height by sawing a. Bottom: 1/2' clearance maximum. unless Otherwise required by the Mechanical Engineer for ventilation requirements. b. Top: 1 /8' clearance . c. Lock edge tl hinge etlge. Bevel ] /B" in 2' maximum. 2. Mmhine doors for hardware in [ cordance with recommendations of the hardware manufacturers, as those recommendations have been approved by the Architect, B. Receive and retain custody of finish hardware furnished for the wort of this Section under Section 08710 of these Specifications and, except as otherwise directed by in strict accordance Inc. with instal) ecommendations finish ofn itswareufacturer. Replace or rehang doors wnicn are hinge b0un0 and do not swing ey operate freely. 3.3 COMPLIANCE A. Guess ?, Inc. reserves the right to request and pay for an inspection by a representative of the referenced • organintion to determine that the work of this Section has been peformed in accordance with the specified Standards. B. In the event such inspection determines that the work of this in emn comply the i an l¢ s immediately remove the no- omplying items d replace them with items complying with the specified requirements, all at no additional cost to Guess ?, Inc. and reimburse Guess ?, Inc. for the cost of the inspection, END OF SECTION SECTION 00410 - ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 DE500021ON 4. Work 101108ed: 1. Provide aluminum entrances, storefronts and aluminum brake metal where shown On the Brawings as specified mein, and as needed for a complete and proper 00101! [ion. 2. 1.1011 required finale hardware as indicated in Smtion 08710 and aS necessary to complete the work (including, but not necessarily limited to, lock cylinder and core). B. Related work: 1. DOcuments affecting work of this Section cludiny, but IX necessarily limited to. General C ditions 9100020000110 Conditions. and Sections Division 1 Of these SpecifiCatiOn, 2. Section 08710: Furnishing f' ieh hardware. 3. Section 06600: Glazing SECTION 00410 - ALUMINUM ENTRANCES AND STOREFRONTS - CONTINUED 1.2 DUALITY ASSURANCE Use adequate numbers of skilled workmen who re thoroughly trained and experienced i the necessary traits and whoa e completely familiar with in specifies requirements and the proper performance of Inc the work this Section B. Gene a1 Contractor shall use a Subcontractor no wilt provide 24 hour a day emergency repair for both warranty ant necessary emergency repair. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 1.5 WARRANTY A. Upon completion of tnis portion of the Work, and as a condition of its acceptance deliver to Guess?. Inc two copies of a written Warranty agreeing to perform work necessary to correct deficiencies due to workmanship within year after the Date of substantial Completion. B. Failure due to defective workmanship is deemed to include. Out not limited to: 2 3. Failures in operation of operating component or components; Leakage or it infiltration in excess of the specified standard: Defect w contribute 7 101 to unsightly appearance. potential[ safety hazard, or potential untimely failure of the work of this Section or trio Work as a whole. PART 2 - PRODUCTS 2.1 ALUMINUM ENTRANCES ANO STOREFRONTS A. andvarrangements shown on 000dOrrani0gsOntAluin mnumesections shall be U.S. Alnmioum d approved equal. 2'.- BRAKE METAL A. Coordinate the installation of the aluminum brake 00t01 components in dimensions and arrelgOeOr,as shown on .. Drawings 1. Farmed sheets: 0.062' thick minimum. B. All exposed lumi102 brake metal to match the aluminum entrances and storefront. 2.3 FINISH HARDWARE rornaseee°unaee seoeimr10siio ar =,','=!1= 0 an oath nave not been installed 0000 001 as part of the fabrication 0 of the components of this Section anis includes, but 1s not necessarily limited to, the lock core. B. Procedures: 1. Pem all fitting of finish hardware to doors and _. Crforomply with finish hardware manufacturer's instructions and template requirements. 3. Use ca ealed fasteners to the maximum extent practicable. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Coordinate the correction of conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.2 PREPARATION FOR INSTALLATION A. Coordinate as required with other traces to assure proper and adequate provision in the work of those trades for proper interface with the work of this Section. B. Coordinate the necessary measurements in the field to assure proper fit of shop fabricated items. 3.3 INSTALLATION Coordinate the Installation of the wok of this Section in strict accordance with the original design. the approved Shop Drawings. pertinent requirements of governmental Requirements and the smanule99 lu i manufacturer's and fabricators Guessmended installation 7100000106 s 07000000 by ?, Inc., anchoring all components firm lv into position for long life. B. Remove protective coating completely from exposed surfaces as soon as progress of the Work will permit with safety. C. Soon19100019i10 po0r7m 01 these Specifications END OF SECTION SECTION 06710 - FINISH HARDWARE PART 1 - GENERAL 1.1 DESCRIPTION Mork included: 1. Furnish finish hardware required to complete the Work s shown on the Drawings and as specified herein: 2. Furnish trim attachments and fastenings, specified OP otherwise required, for proper and complete n tallation, 3, Deliver to the jab rte those items of finish hardware scheduled to be installed at the job site, and deliver to other points of installation those items of finish hardware scheduled to he factory installed. Related work: 1. Documents affecting work of this Section include. but are of necessarily limited t0, General Conditions, S002]ementary000011ions and Sections in Division 1 of these Specifications. 2. Installation of finish naroware is described 00 other Section of these Specifications. C. Definitions: 1. 'Hardware groups' described in the Hardware Schedule in Part 3 of this Section are as shown on the Door Schedule. 1.2 QUALITY ASSURANCE A. Provide the services of an AIIC or DAM member of the American 50Ciety Of Architectural Hardware Consultants to: 1. Be available for consultation with the Architect at no additional cost to the Guess? during progress of Construction: Be present at completion of construction, antl: I000000 installation Of a]1 finish hardware items; b. Make 11 0.7°1 ad106tc2nt5 eg0ired, 270; Repo in to Guess? 2010100050 f the stauat ion. B. The hardware consultant may be an employee of the supplier. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. B. Individually package each unit Of fini50 hardware, complete onwith proper fastenings and appurtenances, clearly marked on e outside to indicate contents and specific locations in the Work SECTION 06710 - FINISH HARDWARE - CONTINUED PART 2 - PRODUCTS 2 -1 GENERAL Fasteners. 1. Furn101 fie 5007 5c s, bolts 0,0 other listeners of vossole s` ong line to under har the hardware m Lion necessary. urns under ener use. 2. pan Dec sary. Fusex b fasteners with [chore bolts. approveoneshields, sex bolts an inner anchors top which by the Architect. a applied t inl to theca the hardware as to b¢ rdwre and to Me rfasteners tons of the izeawith he hardware. 3. Provide fasteners which harmonize with the hardware as to tine sn and material B Where butts are required to swing 180 degrees. furnish butts of sufficient throw to clear the trim C. Furnish silencers for door frames at the rate of three 0o single door and two for each door or of doors: except weather stripped doors and doors with light ss or sound seals. 2.2 KEYING A. Provide construction key con only. Install Guess? prn,ined final cylinder cores at completion of the Work. B. Construct keying: 1. Furnfsn a ° ° ruction master key an ore system with 5 keys for IOCks and cylinders. 2. Use only the construction k during construction. 3. Upon Substantial Completion 00051f the Work, as that Date as established by Guess ?, void the instruction key and core system and. an the presence of Guess? tali and demonstrate that the final keying system is operating properly Furnish three keys for each IoCk, eve masterkeys for each set, and three grand- master keys. B. Construct keying: i 001710h construction master trs key and core system with 5 keys for cylinders 2. Use Only the co 711000100 keys during construction. 3. Upon Substantial Completion of the Work, as that Date is established by 0 0 0 5 0 1 0 0 1 0 the construction key system and, i f Guess?, and and demonstrate that the efinal keying system cs operating properly. 2.3 TOOLS AND 0000005 A. Upon Substantial Completion of the Work deliver to Guess? one maintenance complete nce ma° nuals for lock ^sets. latch P sets. [losers and e panic leves. 2.4 ACCEPTABLE PRODUCTS A. Single source for Items: 1. Except as specifically otherwise approved in advance ny Guess ?, furnish or each item Isucn as 'door butt 0700 1'1 only the product of a single manufacturer (such as "Lawrence 004101'1. To the maximum extent practicable, furnish similar items (soon as 'door butts') only as fie product of a single manufacturer (such as 'Lawrence tl. B . For each of the r ired Items of f n ants hardware. provide from the specified manufacturer or fromoneo the indicated acceptable substitutes. Item: Manufacturer. 60005 Lawrence Lever latch sets 0 Lever locks sets S[lage ";Vna IN lock sets wrtn lever Simplex access Controls Cylinder 008 0010 Best CI05ers LNC Panic bolts 75100 lock Thresholds Pehlke Door r vi e Duality Push pull plate Oualaty Nick plate Quality Builders Brass Miscellaneous Duality 110200or Builders Brass C. Provide the finishes shown on the schedule. s¢eptamtbl0 hstie: McKinney or Stanley Best Best None None Footling or No ton Corp Lock Corp. . Reese Or 0100 Bu elders Brass 1co 0 Bui ldersrBrass Tr imcO 0 2.5 OTHER 500000ALS A. Provide other materials. not specifically 805010bed but required for a complete and proper installation. a s selectee by the contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 DELIVERIES A. Stockpile items sufficiently in advance to assure their ` availability and make necessary deliveries ina timely manner to assure orderly progress of the total Work. 3.2 COORDINATION A. Coordinate as necessary with other trades to a5 r0 7ro0er and adequate pr008Sion to the work 0f phase tratles far interface with trio work of this Section. B. Upon completion of the Work and a condition of its acceptance, provide the 070000tlon a , adjustment and report described in Article 1.2 above. 3.3 FINISH HARDWARE SCHEDULE A. Furnish the following hardware groups in the amounts indicated on the Drawings, 1. Hardware group 1, Storefront entry: QUANTITY ITEM PART NUMBER FINISH Tenant supplied door pull pair 1 (center) Bottom Rails 1 Cylinder and thumb turn 1 Lock core 2. Hardware group 2 1/2 pr butts latch Moser stop Hardware group 3 plate: 1/2 luncpr butts h Closer late stop Kick plate 4. Hardware group 4 1/2 pr butts latch closer 80 al at neatl ntl jambs Trident TV 150 1E74 for 1E74 626 interior passage door: 8134101 626 010S-RHO 626 4010 626 431 ES 626 inferior passage door with kit custom 00 match storefront fi26 084100 626 0105 -000 626 2100 - 3012 626 4010 626 431 ES 626 Type E. 12' high. 626 interior fire rated passage door: 844101 626 BIOS-RHO 626 010 626 431 ES 626 303AV 626 SECT'. I07! - :101510 HAPUeARE - CONTINUE7 1/2 5 w r0 are group 5, interior fire rated passage door wit`kack c.ate' butts ,10ser stop k plate Om OS at head and s 6 locksete 41U i0 5, 864101 410S-N00 010 431 ES Tyne E. 12" nigh. 303. Interior door „yE p .racy 626 626 626 626 626 fi2B 1 -!/2 Or Butts 4181 026 lock - privacy 0400 -0010 626 stop 4 21 ES 626 Hardware grcue / n -er.ur rare rated do.,. with privacy lockset -1/2 pr butts lock - pri,acv stop sal at 00'48' 0'4 jambs 081 400 -0110 431 ES 4010 303AV fi6 526 626 626 628 B. Hardware group B. interior door with keyed lockset: 1-1/2 pr butts 4181 626 1 lock set 05000-RHO 626 ock L0 re Best 626 1 stop 31 EE 626 9 Hardware group 9. Interior fire rated door with keyed lockset'. 1 -1/2 or butts 4181 lock set 05000 -000 lock core Best stop 4S1 ES 1 closer 40:0 sea, at bead and iambs 30300 626 626 626 626 626 628 L0 Hardware group 10 rear exit door, fire rated: -1/2 pr butts 450 TBB panic bolt zOR o k cylinder 1E74 and core closer 4920 stoo tore hold 271AES 0000 Bottom 209 AV sal at headed lambs 403ABV�2 11. Hardware group 11, fitting room doors: set 0inges Provided by Fixture Contractor slide bolt No. 68 (verify type of strike coacrae offs custom pull Provided by Famture Contractor. SECTION 06600 - GLAZING PART 1 - GENERAL 1.1 DESCRIPTION B. END OF SECTION 626 626 626 626 626 626 628 525 520 Brass Work Included: onthe9Drawing iris s. as specified herein, a as needed for a complete and proper installation d Related work: Documents affection work 0f this Section nnerae. but are n t Supplementary limited on. Genera] Conditions. Supplementary Condit tons and Sections in Division I of these Specifications Sect Section 08410: Aluminum entrances and stare fronts_ 1.2 DUALITY ASSURANCE A. Use adequate numbers of killed we thoroughly trained an y rafts and who are completely familiar with specified requirements and the methods needed for proper performance of the work of this Section. B . In addition to complying w to pertinent codes and regulations of governmental agencies having conis8901105. [imply wan pertinent recommendations tained in. Flat Glass Marketing Association: 'Glazing sealing Systems Manual': 'blazing N rills 1' 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 0. During storage and handling of glass, pr0vale cusnlons at edges to prevent impact damage. PART 2 - PRODUCTS 2 -1 GLASS General For all glass. provide the type and thickness shown on the Drawings or specified herein. Where type or thickness, or both, are not o the Drawings or specified herein, provide type and thickness directed by the Architect- 13. Plate or float glass. comply with Fed Spec 00 -6 -451. tYee called f00, plate quality or3float glass °mayebel f used. Clear w re glass: Provide type III. class 1, 6000 A, form 1, with Ddt[ern X3 wire mesh where shown or required. 0. Tempered glass. 8100,40 [8200100 Or heat-strengthened glass where indicated on the Orawi ags antl elsewhere as required by governmental agencies having Gla2- ss fur i tempering: a- For place 91050 60 1100[ glass. ISO type I, class 1. Duality D3 3- Sizes and cutting: a. Prior to tempering or neat treating, cut glass to requires sizes as determined by accurate measurements of the Openings to be glazed, making allowances for required edge clearances. b. Cut and process edges in accordance with the glass manufacturer's c. Dome0011 00ns. nut cut treat edges in the field Fully tempered glass: a. Comply wit0 Fed Spec 00 -G -1403 and ANSI ver, 1. b. N possible. locate tong marks along an edge which will be concealed in Permit n0 um warpage practicable. SECTION 59000 - GLAZING - CONTINUED 5. Size: a- Tempered glass rntiem support only aninstallation be limited to the following sizes Thickness Pane: 51/e 1/4' 72'0. x 5E- h 3/0' 72' 0 90. M. 5/2' 72'w x 030' n /8' /2'w. x 141' n 3/4' 72'w. x 0/0' h. z the glass clips nels may third points of maximum allowable height by on 0 aaY ne be s 0'1'41.1/2' 141 1 /2'panel size m 72e Laminated glass. 1. Provide laminated safety glass, clear and/or tinted as on the Drawings, consisting Of an and an outer face of float glass Iaminatedeunuer heat and pressure to ;, u[l ear plastic co se 4' tnicknessfOr maximum Sias of 3. For larger sizes, use 3/9" thickness. G. Specific glass types: I. Storefront. Clear PPG tempered. 2.2 OTHER MATERIALS A. Provide Other materials, nit specifically described Out selected by the contractor °501 00 rto lle approval of the Architect. PAR! 3 - EXECUTION 3.1 SURFACE CONDITIONS n. Examine the are ° and conditions un r which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not preeeea until unsatisfactory conditions are corrected. Clean glazing 0-810015, stops and rabbets to receive the glazing materials. making free from obstructions and deleterious substances which might impair the work 3. 3.2 INSTALLATION ve protective coatings un might fail marines ion or interfere Wl thibon0 of sealants . Comply with manufacturers' instructions for f i nal wiping of s immediately Prior to application of primer and glazing impounds or tapes. Prime surfaces to receive glazing compounds in recommendations A. manufacturers' A. inspect each piece of glass immediately prior to std t of installation. 1 Do not 1 tall items which are improperly 0 ized, have damaged edges. or e scratched. abraded, or damaged i any ntnermanner. 2. 7 0 0 0 1 1 0 0 1 0 0 labels from glass until so directed by Guess?. Inc.. 3- Install glass so distortion wa 0 es, if present, r n the horizontaldirection. Locate setting mocks at sills one quarter of the width of the glass in from each end of the glass . unless otherwise recommended by the glass manufacturer. 1. Use blocks of rope r size to suport the glass in accordance with ace manufacturer's 2. Prmendations. ovide spacers for all glass sizes larger than 50 united inches. to separate glass froni tops; except h w continuous glazing gaskets or felts are provided.nu a. 001d te spacers no m 1e 00001 24" apart and n0 closer °[11411 12' 10 8 corner b. Place spacers opposite one another, C Make bite of spacer on glass 1 /4' more. or Set glass to r wh Sh 01°00115 Ne greates1 00500012 109762 5! Uniformity ai a0000lan[e. Do not use two different glazing materials in the me point system unless the Icint use as approved inadvance by the Arcnirect. E. Mask, r °1001x150 Urotec t. surfaces 10100010 10 installation of sealants. Miter -cut an eal the joints of glazing gaskets an accordance a m with the manufacturer's r en001 000. to provide watertight and airtight seal at corners and other locations where Joints are requiredrne 3.3 PROTECTION A. Protect glass for breakage after installation by promptly attached installing to the frmingeand rheld free from suitably fromglass 00 not apply warning markings, streamers, ribbons or other items directly to the glass except as specifically directed by the Architect. END OF SECTION JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS AAGELES CALIF. 90035 310 553-4711 FAX 213 879-2440 u. nnrs1000) i'ssnlu_ REVISIONS SPECIFICATIONS, SECTION 08211 TO SECTION 08800 3 sun sr sossama wkma AS3 meet P3 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SECTION 09110 - METAL STUD SYSTEM PART 1 - GENERAL 1,1 DESCFIPT TON A. rk Included' Provide metal studs and accessories as indicated on the Drawings, as specified herein. and as needed for a complete and proper installation. 8. Related work: 1 Documents a ecting work of this Section include. but are not necessarily limited to. General Conditions. Supplementary s500911ions and Sections m Divisi05 1 u these Specifications. 1.2 DUALITY ASSURANCE A. use adequate numbers of skilled workmen wh0 're thoroughly oft andmpletely familiar 5050 Iheespecified requirements completely needed for proper performance of [0e work of this section. 0. In addition to complying the pertinent [noes and regulations m governmental agencies having lurisdicton, mptlfey with MetalOLathing nand nFurring "1pu01shed in 00 0115 Metal La1n /Steel Framing Association. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640 PART 2 - PRODUCTS 2.1 METAL STUDS AND ACCESSORIES A. Meet or a xceed minimum requirements of Fed SpeC 00-S -698 and Fed Spec00 -5 -7750, class o, for the item and use intended. B. Metal studs: 1. At interior metal stud partitions, unless otherwise shown an the Drawings, Provide standard punched steel studs of the gauges shown on the Drawings, either hot dip galvanized or factory pre - painted. 2 Use only the type throughout the Work. unless otherwise shwn 0 the Drawings or specifically approved In advance by the Guess.. Inc.. 3. At xterior metal stud walls. unless otherwise shown on foe Drawings. provide 14 gauge standard pun steel 'C' studs, either hot dip galvanized or Pre-painted. ' C. Provide all ac including. but not 00001ri 12 1151[50 t0, tracks.s01101. 0000005, fastening 00. sound accessories 0ed fo roes one Fes Indent perms and other a[ s recommended for a complete and proper t Iltuds used. 2_2 recd 0 py themanufacturer the installation smog usee- 2.2 GROUT A. 111100,0025)0101102000 om cal grout thr leveling 1110 Moor rung r me der of steel sstuO 00,01[0005 as required. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Co not proceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. d men0l0,o h1,t 0o tnei ote0ings.wall lines from the 8. Install metal studs and a strict accordance with the manufacturer's recommendations as approved by the Guess ?. Inc., anchoring all components firmly into position. C. Align partition and wa11 assemblies to a tolerance Of one in 200 horizontally and one in 500 vertically. 0. Provide lateral bracing as shown in the drawings. Resistance to minor axis bending and rotation hall be stud at mid heightoof studseas[ indicated in the 0 lie with two strands of 18 gaugenWire. drawings. E. Coordination: 1. Space the studs as required for compliance with Pertinent regulations, to ge prober support for the 2. covering material, and as indicated on the Drawings. n provide required 00 0018 and other support for items to be mounted On the finished 3. Coordonote requirements for pipes and other items designed to be housed within the partition and wall systems 3.3 LEVELING A. By use of the specified grout, or by other means approved Oy the Guess ?. Inc„ provide continuous solid bearing under floor runner members of steel stud partitions and walls. B. Level in er to provide uniform interface with ceilings and ocher overhead construction. 3.4 SOUND ATTENUATING PARTITIONS A. 1 /4 sound ucont nuouslbeads of set sealant complying inwtth provisions of Section 07920 of these Specifical,1ns9 ENO OF SECTION SECTION 09260 - GYPSUM WALLBOARD SYSTEM PART 1 - GENERAL 1,1 DESCRIPTION A. Work Included: Provide gypsum drywall and accessories where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. Related work: 1. Documents affecting work of this Section in Iude, but 9uoof necessarily limited 00, General Conditions. piemenaryonditions and Sections in Division 1 of these Specifications. 2. Section 09110: Metal Stud System, 3. Section 09510: Suspended Ceilings. 1.2 DUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the ne essay rafts and Wh0 are completely familiar with the specified requirements and the methods needed for proper performance of me work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 0104D. PART 2 - PRODUCTS 2.1 GYPSUM WALLBOARD A. General: L 0500100 01100002 c m l- 5i h F gypsum x 0 p 0039 t EO Spec reSult0in 0n 48" 10tl00 1010 000100310 lengths a will sula i oar um f joints. 2. Regular wallboard, n the 5/8' thick except as may be shaven root wal n rd: Drawings. 3. excepre barman[ Wa30055 0: 5010000 Type X, 5 /8' .hick except as may to shown otherwise de the Drawings. 4. Water- resistant wallboard, Provide sR Type h %, 5 /8' 1 11 0 1 0 0 0 0 5 9 0 0 0 S 0 0 be shown otherwise on 111¢ drawings SECTION 09260 -GYPSUM WALLBOARD SYSTEM - CONTINUED B. Shalt walls: Where so Indicated on the Drawings. provide shafts wallboard eguire0 fireuolcOut10 designed for m the encasing dimensions shown or otherwise required y type C Sheatn[ng: Where gypsum wallboard sheathing is indicated the Drawings, provide gypsum wallboard complying with Fee spec SS -L -300. type 11. grade W. class 2 2.2 ML1A1 TRIM A. Form from zinc coated steel not 1Ante, than 20 gauge B- Casing beads 1 Provide ha 0 nel- shapes with an osed wing and with eale0wing not less roan 7/0' wide. 2. The exposed wing may be covered with paper cemented to the me but shall be suitable for joint treatment.a C. Corner beads Provide angle groper with wings not less ?an 7/8' wide and perforated for ailing and joint beatment. 0 with combination meta; and paper wings onded together. not less than 1 -1 /4' wide and suitable ■sr joint treatment. D Face beads for use at perimeter of ceilings 1 Provide angle shapes nlh wings not less than 3/4' ide 2 000055d co coaled i g dflat peroorated for nailing and 3. Exposed wing gage folded rlat' wing o be factory I nisheo in wM1i to color 2.3 JOINTING SYSTEM A Provide tla auIoting system. Including reinforcing tape and 9150250 0011 010 u es0yttnetm 010000211511 01 10 no as dip u e gypsum wallboard approves for use on tnla xork. a_ nmtng compoune may be u ea far rni5lnng a ao ,'e[omme pea by its manmacturer. 2 FASTENING OEVICE5 A. For fastening gypsum wallboard ,o place on metal 0.90s an metal channels of 185a. or greater, use flat -head screw shouldered. specially designed for us with Power drive, tools. n00 0000 than I' long. with 'Ae points and self - tapping threads. B. For fastening gypsum wallboard in place n metal stuns an0 metal channels of 20 9a- or less use t -1/4' type W bugle- head screws of the length required by governmental agencies having jurisdiction. 2.5 ACCESS ODORS In partitions and ceilings installed under this Section. provide doors where required for acs to mechanical installation and electrical installations. B. Types' 1. Unless doorsxiithrl rings to metal frame and access with Allen key llock.concealed 2. For piercing tire rated surfaces, provide ac doors having the same fire rating as the surface being 3. For 110e surfaces and toilet ro steel access doors and frames. with 5011, 10,101. less 4. For other installation. provide prime - coated steel access 00,and frame5 for finish painting to be pe :'s formed at the job site under Section 09900 of these Specifications. 2.6 OTHER MATERIALS A. Provide other materials. not specifically described but required selected complete a ected by theC009001tor1001001 10 the installation, s 020509alcf the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. General: 1. 1955011 the gypsum wallboard in accordance with the Drawings 000 n forced with o thsepr aateaboards in moderate 2. At internal and external co conceal the ut edges m the board by the overlapping edges of the abutting board. Stagger the boards so that corners of any four boards will not meet at a common point except in vertical B. Ceilings: 1. Install the gypsum wallboard to ceilings with the long dimension of the wallboard at right angles to the supporting members. 2. Wallboard may be installed with the long dimension Parallel to supporting members that are spaced 16' on centers when attachment members are provided at end C. Walls: 1. Install the gypsum wallboard to studs at right angles to the furring or framing members. 2 Make m end ]O where required. over framing or furring members. D. Attaching: 1. Drive the specified Screws with clutch- controlled powerscrewdriver, spacing the screws 12' on centers at ceilings and 16' on centers 00 001]s. 2, Where framing members are space 24" apart on walls, space screws 12' on c enters. 3. Attach double layers in accordance with the pertinent codes and the manufacturer's recommendations as 1 by the Architect, by 90.50000001 50000001 agencies 4. Attach 10100 0 to wood s required b having lurisaiction. Access doors: 1. By Careful c ordination with toe Drawings and with the trades involved, install the specified access doors where required. 2. Anchor firmly into position n0 align properly to achieved installation flush with the furnished surface. 3.3 JOINT TREATMENT General 1. gInspect areas to be joint treated, verifying that the f 0asum ork. Wallboartl fits snugly against supporting 2. In areas where joint maintain and compound finishing will 55 performed, min Cain a temperature not less than 55 degrees for 24 hours prior to c pn ound the treatment n0 e until joint and finishing compounds have dried. 3. Apply the joint treatment and finishing compound by machine or hand tool. 4. Provide a minimum drying time of 24 nouns between oats, ted with areastional drying time in poorly ventilated areas. 8. Embedding compounds: 1. 0000t1io ypsum w layerrt joints and fastener heads 2. center the reinforcing not lees ine 3' woe t mm01009. g joint 000 embed the tape in the 00000900. Then, spread a thin layer of compound over the 3. After this treatment has dried, apply a second coat of embedding compound t0 joints and fastener heads. spreading 1 a thin uniform coat t0 not less than 6' de at Mints and feather edged. 4. Sandpaper between coats s required. 5. When thoroughly dry, sandpaper to eliminate ridges and high points, SECTION 09260 - GYPSUM WALLBOARD SYSTEM - CONTINUED C. Finishing compounds: 1. Alter embedding compound is thoroughly dry and has completely sanded. apply a f finishing been pod to 11nts and fastener needs C. Feather the finishing compound to not less than 12' wide. 3 . When thoroughly dry, sandpaper t o op en a uniformly smooth surface, taking care to not scuff the paper surface of the wallboard. 3.4 CORNER 00E01OENT Internal corners Treat as specified for joints, except fold [ reinforcing tape lengthwise Through the middle and fiteneatly into the corner B. External corners- 1. Install the specified corner bead fitting neatly over the corner and securing with the same type steners used d for installing toe wallboard 2. Space the fasteners mately 6' on centers and drive through the wal1000r0lboard into the framing or furring member_ A ter tne corner bead has been secured into position. treat the corner with joint t ing tope as specified for pints feathering then joint compounasout from B" to 10' on each side of the corner 3.5 01 /10010TAL TRIM A. General 1. The drawings do not purport to snow all locations and requirement for 2 Carefully study the a0rawin gs and the mended by installation and 000)0actur51 metal 010 trim normally by the in his Work. a approved for 3.6 CLEANING UP In addition to other reuirements r0 cleaning, use necessary a duet to prevent scats00,09 npgYpsuml wallboard Ines ing compound onto floor surfaces B. At completion of each seent of installation In a e. promptly sick up and remove from the 09 Section. SECTION all scrap. debris and surplus material of this Secttn. END OF SECTION SECTION 09310 - CERAMIC TILE PART 1 - GENERAL 1.1 DESCRIPTION A. work included: Install Guess ?, Inc. furnished ceramic and /or stone the where shown on the Drawings. 01 specified herein. ana as needed for a complete and 0r0per 10500000100 B. Related work 1 Documents affecting work of this Section inClu0e, but 500, 00000010 conditions and 5010 Sections Mimaslan61 of these Specifications. 1.2 DUALITY ASSURANCE A. Use trained numbers of skilled workmen wfo are thoroughly experienced in the necessary crafts and wh completely familiar with the specified requirements and the Settfogn needed for proper pert Ormance of the work of this 1,3 PRODUCT MANGLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 CERAMIC TILE A. Refer Ceramic to 00000 0115 011le0in furnished the Drawings for the Inc., specific the and manufacturer. I s B. Coordinate with Guess ?. Inc- furnishing of the standard accessory shapes which will be required. 2.2 STONE TILE A. Stone floor tile will he furnished by Guess ?, Inn.: Refer to finish schedule in the Drawings for the specific tile. B. Coordinate with Guess ?. Inc. hing of the standard accessory shapes which will beurequired. 2.3 SETTING MATERIALS A. Comply with pertinent recommendations contained i the Tile Council Of Ame111000 Handbook for Ceramic Tile Installation.' B. Thin -set mortar: 2.4 GROUT 1. Provide 'Flex -Bond Thin set Mortar' as manufactured by custom Building Products. 2. Comply with ANSI 4118.1 and CTI 64 +1. in the le Comply with Council of Americann'Ilandbookrecommendations or Ceramc t contained Tile Installat on in colors selected and furnished by Guess ?. Inc.. B. /00000ed Colored Grout: 1. Use 1001y01en0 Non - Sanded Colored Grout' a manufactured Finish Schedule inn Products oingseofor as indicated in the 2. Grout shall conform to Ceramic Tile Institute Specification No_ DTI 64 -3 non - sanded grout for Joint width to I/O ' and ANSI A118.6. 3. re this grout i indicated on the Drawings. o se otherwise directed or required, provide a job- mix per grout manufacturer's recommendations. 2,5 OTHER MATERIALS Provide Other materials, not specifically described but required for a complete and proper installation. as selected by the Contractor subject to the approval of Guess ?, Inc.. Concrete slab primer: 'Custom- Prime' as manufactured by Custom Building Products shall be used prior to the installation of Custom's 'Level -010k' and pr10r t0 the Installation of the ceramic tile. Self - leveling un0erlayment Provide 'Level -Ouik' a Portland ceent self - leveling underlayment as nufactured by Cha5tom Building Pr00ucts, where required t0 produce a level substrate prior to the installation Of the Ceramic tile. PART 3 - EXECUTION 3.1 SURFACE 008017ION5 A. Examine the are a s and conditions under which work Of this SeCt1On will beperforme2. Correct COn0it00n5 detrimental 00melpr er completion of the Do not proceed until unsatisfactory conditions ar corrected. 3.2 INSTALLATION A. General: 1. Comply with ANSI A108.1, ANSI A108.2 and the 'Handbook for Ceramic Tile Installation' of the Tile Council of America, except as otherwise directed by Guess ?, Inc. or specified herein. 'ECTIC5 0931' - c':RANtC 0: E COYTIN100 2. tao-inimum terperature ,IM VS ape 111 0.1at,on aacr ' tis re mmended by materials man ✓da0iers. 1. not install • le •loins over .e.100,0 9,011 the 5) 5) 0 0 0 0 01 0 0 0 5 ' tested and arcepte0. 4. Install 10 fla•les,. a [nipped t rtes an 5. Pa••ern t. le shall be made G n fi M the me airect�cn " wA -0 the fig, ha =d sir wen entering ,[are rain en ancel. B 4 love: r to ac-opt than- a am.,. tileeandr%Ile ba -e twhe e s.dwr on the Orawtow p C Llaits of tile G Jo in ;fig 1. Extern tile into recesses a e mee xtnres t -or. [o•, c,er. g nte•uptior5. and 2. _ t:le ns at i0struct inns. eeles an out .rs vpt. on 0 pattern r alignment t 0010u- Lay the in gn - unless sore -wise in .cared n the 00,05 Orawings 00 eete0 0 Ir -- 2. on tots ing tiles on Pf:3or, base, t -rm and walls are the a 3 Layout tile work center to e fields he directions i - tile +ail area 4 Adjust to minims e tilee:faringe Provide un, ohm joint widths. 3: 16'maxtmum. Provide expansion and control mints where snow on the Drawings and wn recommended otherwise re mended by the 'Handbook for Ceramic T installation. the 1 _rl of America. Baling it accordance with Section 0/920 of these Specifications. cc F. Cleaning 1. Upon _o c:ng and grouting. clean the work Of this Section accordance with recommendations of Inc manufacturers of the materials used. 2_ Protect metal surfaces. cast Iron and vitreous :terns from effects of a cleaning 3. Flush surfaces with Clean water before and after :leaning_ Pr0Vede the surf [lean and 'nee frOn ackea b^Oken. [910000. U0900002a000 000005se tlefec!rvr ur .[s G. H. ddmageea pqu iredOprb teIoneo[tance ofrinee:0to pyev "t Guess ?. 1n0we r for to -c x irr ENO OF SECTION SECTION 09510 - SUSPENDED CEILINGS PART 1 - GENERAL 1.1 DESCRIP,ION Work I clude0: Provide ceiling suspension systems 0 5 9 1 5 9 0 5 0 1 1 0 , 0 0 0 1 1 1 0 0 0 0 11 5 0 0 1 0 oe cor0ance with manufacturer's Instructions. code and Industry 000000rd, B. Related work: 1. Documents a of [ s Section include. b y work to. Genera] Condition= but Supplementary conditons and Sections In Division 1 f the5e Specifications. 2. of 09260, Gypsum Wallboard systems. 1.2 SCOPE A. Work Includes 0. integrated system, acoustical materials and, where applicable. :ed components. ring. b5 5000 ventilating service 0051. Work b010009rs includes heating and cooling plants, duct work, piping, electrical and telephone services. 1.3 OVALITY ASSURANCE Subcontractor experience 00 ualifications Installer shall nave ceiling successful suspension 009Lens on 010lects with requirements similar t0 requirements 500[10100. Requirement5 00 regulatory agencies: 00005 002 regulations of autbori0153 1105009 juri50000000 Requirements of the Mall Tenant Manual. Source quality control: Manufacturer will provide test certification for i system as required to meet performance standards specified by various agencies. 1.4 REFERENCES 4_ System637811 0000000101 lnec000O[05-i0MP .leis 00110gsi B. ASTM C636, Recommended Practice for Installation of Metal Suspension System for Acoustical Tile and Lay -in Panels. C. ASTM C505. Standard 5pec1f[catr03 for Non -Load (Axial) Bearing Steel Studs, Runners (Track) and Rigid Furring Channels for Screw Application of Gypsum Board_ 0. ASTM 6001, 5tan2050 SDe0, tcati0n for Installation or 10[5000,' Lathing app 1160,109. E. ASIR E119 -76, 5tandaro N to s of Fire Tests of Building Construction and Materials. oo F. Underwriters' Laboratories, Inc. 110.1: Fire Resistance Directory Listing and Classification. 1_5 SUBMITTALS A. Shop drawings: 1. 050100ted ceiling plans: Submit ceiling suspension l"90'0 100001 Indicating dimensions, lighting fixture ocations and related mechanical [ 9O050b0 2. 00500910 0110x;095: Indicate 0n tallation 0010015. 1,951,ngy fixtures eand related components. an methodic Manufacturer's data: 1. System Details Submit manufacturer's standard drawings showing details of system with project conditions clearly IOentlte0 an0 manufacturer's recommended Instal lotion instruction. 1.6 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. 1.7 PROJECT CONDITIONS A. Existing conditions: [Include specific alteration work requirements for the project.) B. Environmental requirements' 1. Building il00s 010na Building nd ext50100 00or 00 place 1 with e an091azed and roof watertight before installation of suspension Istem. nterior temperatures in 10050ing: Climatic o00itaas - es 00 r eve ceiling suspension systems hall range from 60 degrees F to 85 degrees F and relative 000ity of not more than 70 ercent shall be maintained before installation of components_ C. Coordination with other work' 1_ General: Coordinate with other work supported by or penetrating thr0ugf Ceiling, including mechanical and ]001000al work and partition systems. 2. Mechanical work: Duct work above suspension system shall be complete and permanent heating Installation 3. Oi l e nas g r em. Installation of [orient above suspension stem shall be complete before suspension system. 5FCTION 09510 SUSPENDED CEILINGS - CONTINUED D- Protection' Protect completed rk above suspension system from damage during installation of suspension system components. PART 2 - PRODUCTS 2 1 610500Ar.S 0• General'. AS1M [115 HC 1V 0 -[101 class%F,fat on, cu dime 110 quality. 1010 - 101100 stn 1. 0x0 .00 sun aces 10010 rrrne2- B. Dimensions: System to consist of man tees and crass tees- built to lack together to ,5 24odules of 24 ,n 24 frith for regular lay -in ceiling, 24 en x 48 men Mr .aY-m ceiling, 48 inch x 48 inch for gypsum board ceiling. 2.2 :EOL,A0 GRID SYSTEM IAC11 A. Suspension system components shall be designed to support ma+ 00, ceiling lection) 1110 indicated 00 110 for including with appropriate load- carrying capacity for acoustical panels. I,9ht fixture, and HOG elements. B. Donn 'Centricrtte' 011 One I0) Hour Fire -rated exposed grid system by USG Interiors. 1-1/2 Inch high by 9/15" wide face y 12 foot main with single controlled expansion eel, of ombih en tees 1 -men high fir -1/2 inch nigh on r fire -rated cross tees Listed and labeled by Underwriters' Laboratories, Inc. Components connected with plug -I a luck i ert,orr. Pull -out tension values s o'v300 lbs -ns COLOR Whiteces Acoustical Ceding Panels: 'SANORIFT" FL as manufactured by USG Interiors. 24' x 24' x 3/4' lay -,n panels with a 10000 fie (FLI edge producing a rev r the tile is 11000 into the grit. Flame O. ea5'Be11 0-25 00 105 TM E841. Class A Wed Spec. 55- 5-11BB1: -5 or less W . label) 2 -3 -1' GRID SYSTEM (0121 A. suspense Cn system components shall be designed to support fie maximum 208 assembly fn a etl on p ofect drawings with deflection f 1/3600 of the pan. including 9 0late load- Carr09opacity far acoustical panels. light fixtures and HV C elements. B. D%L 25 One Ill Hour Fire -rated exposed grid system by USG Interiors. 1 -1/2 inch nigh by 12 mot main tees with single controlled expansion relief combined with 1 -Inch nigh or t -1/2 inch high one hour fire -rated cross tees. Listed and labeled by Underwriters' Laboratories, Inc. Components connected with plug -in positive lock insertion. Pull -out tension values in excess of 300 lbs. COLOR: White. C. Acoustical Ceding Panels '010101NE' OMNI FISSURED as nufactured by USG Interiors. 24' av 48" x 5 /8' lay -in ma " with 3/8' reveal acoustical panels Flame spread- 0 -25 (ASTM 1841: Class A IFed.SO9 a. SS- S- 1188)'. 25 or less WA. label] . 2.4 50000105D GYPSUM BOARD CEILING A. Suspension system components shall be designed to support ° o the ceiling assembly Indicated on oledrawings with maximum deflection f 1/3E0 o the span. including riate load - carrying capacity for acoustical panels, 11301 light fixtures and HVAL elements. B. Rigid X drywall suspension grid system b0 USG Interiors. 0111ect hung heavy duty single -web steel ain tees, with erring channels and channels tees at light fixtures. Suspension system es for application of gypsum 0,0.11 1 hour f rating screw see Underwriters' Laboratory, Inc. Classification Index for 0 specific applications. PART 3 - EXECUTION 3.1 INSPECTION A. Examine areas to receive materials for r conditions Alen will adversely affect installation. Provide written report bf discrepancies. 8. Do not start work until unsatisfactory conditions are corrected. C. Work to be concealed Verify won above ceilinsuspension system is complete and k installed 1 manner which win riot aim[t IayOUt aria installation 0 , 9 1 , 0 1 0 1 0 0 0 0 1 , 0 1 suspension system components. 3.2 PREPARATION A. Field dimensions: Installer must verily actual field dimensions prior to installation. 3.3 INSTALLATION A. Standard reference: Install i accordance wrtn ASTM C636 C15CA installation 000 other 01 0000 ating classification and any other applicable code requirements. B. Manufacturer's reference. Install ifi aucordarwe with manufacturer's current printed recommendations. C Hanger wires. 1. Spacing: Space hanger wires of 48 inches and as specified by UL fires resistance directory, attaching hangers directly to structure Vertical hanger wires shall be 10 gauge minimum at 4 feet on enter• At all terminal ends of and cross runners vertical hanger wire shall 0 be installed a of B inches from they. 11 to support ea mend. At maximum two 00100nt walls, r runner be attached for alignment purposes to wall or wall angle, at other walls attachment is not cowed. 2. Limitations: Du not support w s from mechanical and /or electrical equipment. piping or other 3. Fix011'SS 1 001011000: above ceiling. PrOvId5 additional hanger x s re lighting fixtures and /or air supply and return t units o[[ r ceiling. minimum four 141 hangers per each item. 4 . Lateral bracing: 0 0 0 0 1 0 0 1 0 9 0 , 0 1 1 1 0 0 1 1 5 0 1 0 0 0 0 0 the suspended ceilings. All splay5 shall be of four 12 gauge W 0m5 n line with ma s an d es ata4 degree angle maximum from the hor,10000lplane of the ceiling, connected within 2" of cross stabilizer bar intersection on as runner. First splay shall be within four feet 1402 0050f all walls. Bracing shall occur at 12 feet x 12 feel ,44 onn center. Splay bracing may be deleted in 5. Provide seismic compression struts as detailed in tee Drawings animas retired by local lurisdiCtbp. D. Allowable tolerances: Per ASTM C636. E. Hold down clips: Install hold down clips when infill material weighs less than 0.0 11. /sq. 01. F. Pop r[vetS are not allowed in final assembly of fire rated ceiings. 3.4 CLEANING A. 00100004005 : 00110[00 general cleaning arntenance x100 a soft brush or uum cleaner. Orusn ing lightly rn One direction on lv.ac B . Painting: Repainting Of suspension me bers shall be with paint type and application a recommended for use r metal surfaces. ve,rW \\A 3.5 AIR DIFFUSERS A. Refer t0 Section 15600, 3.6 LIGHT FIXTURES A. Refer to Section 16400. END OF SECTION JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF, 90035 310 553 -4711 FAX 213879 -2140 010l0105095 c userne, .w..,wrc rw1 REVISIONS Southeaster El I IRE SPECIFICATIONS, SECTION 09110 TO SECTION 095100 m a sossAloo AS4 eDgb SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SECTION 09550 - 0000 FLOORING PART 1 - GENERAL 1.1 DESCRIPTION A. work included: Install wood flooring provided Oy Guess ?, Inc. and install base provided by Guess? Millwork Contractor where shown on the Drawings, as specified herein. and as needed for a complete and proper installation. 0. Related work'. 1. Documents affecting wok of this Section ,01e. but are not necessarily limited to. General Ctn01tons, Supplementary Conditions and Sections in Division 1 of these Specifications. 1.2 DUALITY ASSURANCE A. Use adequate 0numbernc experienced ik lle0 workmen 101 05 are ntho00 0,50y floor completely familiar with the specified requirements andre one [nods needed for proper installation o a 'Plywood on Slat' es with as 55 1500 3 in years this a perience. No allowed i cos 0,th less than 3 lose experience shall be allowed on edis Ion, unless closely supervised by at least two qualified lournevmen. 1.3 PRODUCf HANDLING A. Comply wit], pertinent provisions of 5001,0n 01640- 8. re Content At the time installation moisture tcontent wood flooring and plywood subf10or1ng be ested and verified t0 be within the normal range for the location o e ion. if acclimation of the flooring is to be needed, it the be done prior to scheduled installation date, so that the job will not be delayed. C. Protect wood flooring from a 0isture in shipment. storage and handling. Deliver in unopened cartons or bunnies and store in a pry place, with adequate a, circulation. Do not deliver material until "wet we such as compete and plaster have been completed 15cured and t0 a condition of Equilibrium Moisture Content IE(001 MC1. HVAC system has been functioning for 7 days, and "occupancy conditions" have been established. 1.4 GUARANTEE A. Installer shall guarantee. in writing, that this floor will not swell. shrink, cup, buckle. crack. or squeak, for one year from the date of completion of the installation. provided the floor receives proper maintenance. and is not ublecte0 to unusual wea , of dramatic changes in humidity or moisture. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. Self - leveling underleyment Provide 'Ouratex" latex leveling compound with I2 medium admix as manufactured by Industrial Products Division, Roofing Equipment, Inc., 1985 Davis Street. San Leandro, California 94577, 15101 569 -0386, Or "Level- OUik', a Portland cement self - leveling u derlayment as manufactured by Custom Building Products, Seal Beacb,oel substrate !8001 27- CUSTOM, where required to produce level substrate prior to the installation of the wood flooring. R. Concrete slab primer: Prove non - staining type as required and as recommended by the manufacturer of the wood flooring material being installed. 'custom- Prime' as manufactured 10 by Custom Building Prod0Cts shall be used prior to the installation of Custom's 'Level -EZe', 2.2 FLOORING MATERIAL5 A. Plywood U080011yment. 1, Furnish 3/4' 04'00' COX plywood subiloor anchored to the existing structural floor. Verify the appropriate fastening method for the type of floor Use powder- actuated fasteners for concrete slabs. a. b. Use Hilti or Redhead fasteners of the appropriate type where structural floor system 15 of a type prohibiting the use of powder- actuated fasteners. 2. Where required by local code, treat plywood with a fire retardant such as D -Blaze by Chemical Specialties. Inc. (000] 421 -8661, or approved equal. Plywood shall be kiln dried after treatment to a maximum moisture content of 123 for less for dry desert oetas). Difference in average moisture content ween subiloor and finish flooring shah not exceed 40. Moisture content shall be specified to writing when ordering fire retardant treatment and verified with a moisture meter before installation. B. Wood Strip Flooring: 3 /4"x 5' random length Select G Better white Oak Plank ['refinished Flooring. TO four edges sides, with 000 00erwoo0no t to l exceed beveled 0015 (1/4'1. OFloor 3 Flooring shall be 0000,0,0004 ,0 00100 selected 6y 000000, Inc. 050 snail De finished with 2 coats of U.V Urethane finih. C. Finishing Materials: As recommended by flooring manufacturer. 0. Base: furnish 3/4'x 4' preftnished maple base as indicated on the Drawings and in the Finish Schedule on the Drawings. 2.3 OTHER MATERIALS A. Mastic (where needed. see Execution). Cold -type. cut -back asphalt mastic as recommended by flooring manvfa0turer. B. Vapor Retarder: 6 mil thick minimum polyethylene sheeting. C. Nails: 1. Plywood' 1 -1/2' Powder - actuated studs with powder loads strong enough to drive studs flush with surface 2. Flooring 1 -1/2" serrated barbed fasteners, such as Powercleats, or 1-1 /2' 15 gauge coated staples with a 1/2' crown. 0. Provide other materials, not specifically described but selectee b rthe`Contractorpsubject po to the apppro aloof Guess'. Inc. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A_ Examine the areas a and conditions under hick work of this Section will b performed. Correct conditions detrimental to timely and proper completion of me Mork. Con not proceed until unsatisfactory conditions are corrected. B. This wood floor system shall be installed according to instructions contained in the current Installation Manua] of the National Oak Flooring Manufacturers Association (50FMA1. P.O. Box 3005, Memphis, Tennessee 38173, 19011 525 -5016, FAX (9011 526 -7022, Installer SOali obtain two copies of aid Manual. On the back f one copy, he shall write. 'I deliver it to the General Contractor This 0000 shall be delivered to the General Contractor for his use Oo 0lnation of the job with other trades. The second copy shall be kept on the lob site for 100010ce while the job is m progress, dip Installer shall also furnish maintenance instructions from NOFMA, or the manufacturer. C. Installer shall be res. 51Ule for lo1site valuation. He shall inspect the j00site well in advance of scheduled tarting date to avoid delay in correcting unsatisfactory conditions. Installer shall test n0 verify that concrete is level and dry, HVAC system has been functioning for 7 days prior t0 starting. o ` cupancy conditions have been established, and .moisture tent f the wood flooring and plywOod F i 9 is loor systemshallnot berilnstalle0 until vall n f of the 0a ovve conditions are met. 5ECTION 09550 - W000 FLOURING. CONTINUED 3.2 PREPARATION A. Concrete slab' Broom clean or oar u um the su fa es to be alle ed and In pect the ubfloor. Scrape and sweep off lumps, dirt, and dust. Verify duet. Verify a tolerance of not m re than 1 /13' in 10 ft. Fill 011 low spots. Grind off high spots. Sweep or vacuum again. 3.3 INSit. LAIIDN General: i- Install materials only alter finishing operations. nclu4,ng painting, have been completed and after eating system ,s ¢rating. 2 notes a cuts that is place they marked for marked cutting 00 are epeating on the finish surface as mane in the nuvice. . Use chalk o other non - permanent marking e.lne. B hrasethe Gulf Coast, moisture mastic con01 tto teedentiree slab such a fine toothed trowel a e o loo s per gallon. Allow to dry at leas2 no Iben covert the e lab with 5 mil Polyethylene film, overlapping edges and ends at leas 5', and extending film up walls and other [al surfaces at least 3" All surplus film that is co0 covered byaseboards shall be tr dined alter mpletion. Press film Into mastic over entire floor a 100 pound linoleum roller. mastic may be °nutted with n dry above grade, of suspended slabs in locations where expected rainfall and humidity is light to moderate. C. ubfl0oring: Install plywood in opposite direction to th e finish floor. Stagger joints 4' -0 ". Leave 3 /B' space at walls and other vertical obstructions. Leave 1/0' to 1/4' space between panels (more space is needed at edges than at ends]. fasteners, starti in panels thecenterxiofM1 achrpane1. at least nine fasteners per each oarul, g studs shall be 00,0010 down flush withh the surface u the toes plywood. 0.1 Finish Flooring: 1. Cover subiloor with 25 -25 -2S water - resistant building p m11 polyethylene overlapping edges and Pao, . Unless se instructed by the Architect Or Guess ?, Inc.. , install flooring parallel to the longest dimension of the room of building, or parallel to the direction of traffic. Try to avoid laying long nail ways across the direction of traffic. Start at the longest wall parallel to the darection of the flooring. Leave 3/8' space at all 0 walls and vertical obstructions. The tongue edge of the first board shall be set straight by following a string stretched from Opposite walls. The first board shall be face - nailed every 1D" to 12', 1/2' from groove side. and blind nailed (ledl trough the tongue eery 8 ". Al] face nails 0 050] shall be set and filled with latex filler colored to match the floor. 2. II there is to 0e over 60 feet across the grain, start in the center Of the room. Start the first row straight by following a string stretched between halls set at the center of opposite walls. Nail 0 m e scraps along one side Of the string. then °]ace the groove side of the first board against the craps on the other side of the string. inn ail the board in place through the tongue. After laying about 5 rows of boards, r ve the scraps. insert a bead of glue into the exposed groove, and drive a slip - tongue into the groove. Then toenail through toe lip - tongue, and start layinv in the opposite direction Of the first board. This avoids face nailing of the first hoard. 3. Butt joints shall be staggered with at least 6' between (flints on adjacent boards. Avoid Clusters of joints Cr short pieces. All butt joints and seams shall be driven up tight. All defective boards shall be repaired of 010000ded. All nail holes and cracks shall be filled wif0 colored latex filler. The floor shall he swept clean upon completion Clean all nlem1snee from the floor. using m a nufacturer's recommended cleaners. Bo not wet mop. Nailing: Air - driven stapes are preferred. due to greater holding power, Out Installer shall adjust the air pressure to ensure that the staples are ot set so far into the tongue that the wood is split. reducing holding power. and ing Cverw000. Every board Shall be blind nailed tnrou90 the tongue with at least 2 nail: with 0 ail 3' ea[he0oard.m Powercleztsnca0n landisnouldl be driven loser t0 the ends II °I, sine they do not split the wood. Installing Base: Instal] base where shown on the Drawings. Hutt interior corners. er and miter exterior Set all nails. and fill all nail holes with colored latex filler to match the color of the base lateriyl. 1M avoid , any l Conks under base, scribe base to Finishing: After thorough cleaning. abrade the floor with an abrasive screen. n. grit 120. under an electric buffer. vacuum the floor thoroughly, and apply one oat of quick - prying, waterborne urethane ftntsn, commercial grade, according to manufacturer's instructions 100010shoe. Pacific Strong. Curator. or approved equal). END OF SECTION SECTION 00560 - RESILIENT TILE FLOORING PART 1 - GENERAL 1,1 DESCRIPTION A. work included: Provide resilient tale flooring and base where shown on the drawings. as specified herein. and as needed for a Complete and proper installation. B. Related work: 1. Documents affecting week of this Section include, Out ere of necessarily 0001000 to. General Conditions, Supplementary 001810ions and Sections in Division 1 of these Specifications. 1.2 DUALITY ASSURANCE A. Use adequate numbers of skilled w e thoroughly trained and experienced in the necessary wcrafts and xh0 andcompletely familiar with the specified requirements the methods needed for proper performance of the work of this Section. 1.3 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL Adhesives: 1. Provide waterproof and stabilized type adhesive as need by the manufacturer of the material being 2. 0nphalt emulsions 001a It be and Omer non - waterproof panes loos rill not be acceptable. Self - leveling nberlayymeet: Provide 'Level- 0uik' Portland cement self - leveling underlayment as a n m ufactured by Custom Building Products. where required to produce a ]eve] substrate prior to the installation of the resilient flooring. C. Concrete slab primer: Provide a non-staining type as required and as recommended by the manufacturer of the Resilient material being installed. 'Custom - 05005 -Prime' as nufactu0 by Custom Building Products shall be used 00 prior to the installation of Custom's 'Level-00k'. SECTION 09660 - RESILIENT TILE FLOORING - CONTINUED 2.2 RESILIENT MATERIALS A. Reinforced vinyl tile: 1- DimenSlon: Provide 12' x 12" x 1/8'. 2. Acceptable products: a. Refer to the Finish Sthe0Ule in the Drawings o. Equal products 3000 00 00005'acturers when approve in a 8. Sheet vinyl I000ring: 1. Oimensi0n'. 6' -0' wide roll. 2. Acceptable products: Refer to the Finish Schedule in the Drawings. d. Equal products of other ma acturers when approved in advance by Guess?. Inc C. Resilient base: 1. where resilient flooring as shown on the Drawings, in the 2 provide as s shown on the 0000109is ],Schedule. as indicated 1n the Finish Schedules. provide base 2.3 OTHER MATERIALS A. Provide other materials, not spenf,cally described but re00,0ea for a 0omplete and proper 00101lat i00. a selece0 by the 0001000[00 sublect to the a0000001of Guess . Inc. PART 3 - ExECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section villa e performed Correct conditions detrimental completion Of the Mork. Do not proceed until unsatisfactory conditions are corrected. 3 -2 PREPARATION A. 5ubflo0rs: 1. verify that substrate is smooth. level, t required variation from level or slopes more than 1/8' l the Dra10)-0' Level floor as sing 'Level -flute per manufacturer's recommendations. 2 . Prior to laying materials. broom clean or v cuum the surfaces t0 be covered and inspect the 5000100'5. B. Priming: 1. 000!01000r0005010 primer if so commended by the sly int flooring m nufafturer. r 2. Apply in ionsaas with Ire ma ss?. In . recommendations as approved by Guess?. Inc.. 3.3 INSTALLATION A_ General: 1 Installpmaterials only after finishing Orations. Including paintings have been completed and after g system aeratig. 2. Verify that moisture content f concrete slabs, building air temperature and relative humidity are within the limits recommended by the manufacturers of the materials used. 3. Maintain reference markers, holes and openings that are in place Or plainly marked for future cutting by repeating on [fie finish 0r. Use [ha lk or Su ce n - pmrd n ma ing device. B. Installing resilient tiles: P]100000005105 aanestve Cement in strict compliance tm one e0 nfacmrer's recdmmenaations as 005r0000 by Guess?. Inc.. a. Butt units tightly to vertical surfaces. nosings, edgings and t ds. hreshol O. Scribe as essa y and obstructions and to produce neat j0ints- c. Places tiles tightly laid, even and in straight parallel lines. d. Extend units into toe spaces, door reveals and in closets and similar spaces. 2. Lay units from center marks established with principal discounting minor offsets. l f units t opposite0o nroom are o equal a. Adjust as necessary to avoid use of cut widths less than 05e at room perimeters. b. Where an expansion loin[ exists, tile shall be laid out so that full tiles abut the point. c. Lay units square to axis of the room or space. 3. Match units for color and pattern by s using materials from cartons an the same sequence a manufactured and packaged. 4 La in ashlr the 005,0 4irection.runless ootherwisevdirected Synn ing Guess ?. Inc. 5. Place resilient edge strips tightly butted to units and secured with adhesive, providing at all unprotected edges unless otherwise shown. C. Installing resilient sheet flooring: , 1. Place in strict compliance with the manufacturer's recommendations with a minimum of seams as approved by Guess?. Inc. a. Install with seam adhesive at the seams and Multipurpose adhesive in the field. b. Butt sheet flooring tightly to vertical surfaces, c. scsings, edgings and thresholds. ribe as sary around obstructions and to produce neat (Dints. d. Extend flooring into toe spaces, door reveals and in closets and similar spaces e. Install cove base integral with the flooring as indicated and detailed in the drawings. B. Installing resilient base: 1. 2. Install factory- preformed exteriorecornerngand factory- preformed or job - mitered interiorrcorners. 3.4 CLEANING AND PROTECTING A. q ne00,501 cleanerrrecommende0 by the from exposed surfaces, usln manufacturer of the resilient materials ENO OF SECTION SECTION 09800 - SPECIAL COATINGS PART 1 - GENERAL 1.1 DESCRIPTION A. Mork in luded, Furnish al] material, equipment. and labor to apPly the specified wall coating system as shown on the Drawings, a s specified herein, and as needed or a complete and proper installation. B. Related work) 010000nt5 affecting work of this Section include. but are n t necessarily limited t0. eneral conditions, Supplementary conditions and Sections to division 1 of these Specifications. Section 09900 - PAINTING SECT: 1N 19800 SPECIAL COATINGS - 0000 10UEO Work not :nclu0ec. coat moving parts of operating units: me:hanical c electrical parts such Rs valve shafts nuriess otherwiise0 indicatd. DOtnot coat ever required labels or eadipment identification. performance raw, g. name or nomenclature plates. 1 -2 0500100 ASSURANCE Use adequate numbers of skilled workmen who are thoroughly :r 1ne0 arc experienced in the necessary rafts a completely familiar with thew spec, fieddredo are and to - rsedec for Proper performance of5the work of this .ect,_n. B Ccat,ng c0urtllnat•On: Provide finish coats which are at,ble with 'n oafs actually usempd- 2. Review other Sections o Spec neat ions as a ree�e verifying the 0 0 , 5 1 00 4 0 9 1 0 0 0 0 5 0 4 0 0 0 0 0 0 0 0 , 0 5 coats to be used•and assuring n comae:151100y of substrata total caamg system for 3 Upon re uest. furnish information 00 the oftne specific finish erials to assure that compatible prime Provide barrier coats over ompatible primers, o remove the primer and re-prime as required '. . Notify Guess ?, Inc. in ting of anticipated problems in using the specified coating systems over prime coatings supplied under other Sections. Submit a sample of each specified coating against which final inspection shall ee compared_ Test coating: 1. Before proceeding with any coating installation, a test ar ame be prepared 0 to confirm [ integrityo ons and to verify that the appearance sdating. both color and texture, xture is as pecified. 1.3 PRODUCT HANDLING A. Comply w,tn pertinent previsions of section 01640_ tl. void fr eeing Store products of this coating system In a protected ar and use only at temperatures between 40 degreesF and 110 degrees F. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. ZOLATONE, a Surface Protection Industries Company. 3411 East 15th Street, Los Angeles, California 90023_ Telephone: 12131269 -9231. 1. 001050ne Representative: Prows Group. 8501 B. Washington Boulevard. Culver City. California 90232 Telephone: 121311339 -5565. 2.2 ZOLATONE COATING MATERIALS A. First coat: 40 -000 -MALL PRIMER 095 8. Final coat: 250000NE 43. C. For primers 'e Oe 0050000 10 other su05tretes refer to manufacturer's 9150000[000 1205. 2.3 COLOR 011100ULE A_ Refer to Finish Schedule on the Drawings 2.4 APPLICATION EQUIPMENT A. For application a i c such 000 the approved coating. for use yof he particular coating by the manufacturer of the particular coating and as approved by Guess ?. Inc_ B. Prior to use Of application equipment. verify roar the proposed equipment is actually compatible with the material tone applied and to integrity of the finish will not be jeopardized be use of the proposed equipment. 2.5 OTHER MATERIALS A. Provide Other materials, not specifically 0escri0ed but required for a complete a proper installation. 0,5 00 as selected by the Contractornsubiect to he approval of Guess ?, Inc. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A Examine the Sec000080ll bedperformeds which work of reas conditions detrimental to timely and proper completion of the Work. D0 not proceed until unsatisfactory conditions are corrected. 3.2 MATERIAL5 PREPARATION A. General: 1. Mix and prepare coating materials in strict accordance with the manufacturer's recommendations as approved oy Guess?. Inc. 2. When materials are not in use . store in tightly covered containers 3. Maintain containers used in storage, miming and application of coating in a clean condition. free from foreign materials and residue_ 8. Stirring - 0000000E. 1. Stir materials by hand before application. producing a mixture of uniform density. Do of min. No mechanical mixing. 2. On rat stir nto the material any film which may farm on the surface, but remove the film and, if necessary, strain the material before using. 3,3 SURFACE PREPARATION A. General: 1. Perform preparation and cleaning procedures in strict accordance with the coating Omanufacturer's recommendations as approved y Guess?, c_ ` 2. Remove all sanding dust. Remove re ot able items which are n place and are n scheduled to receive coating finish, or provide Surface applied protection prior to surface preparation and g operations. 4. Following completion of coating in each pace or area, reinstall the a Hued items by using workmenw 0 are skilled to the s a d trads - 5. Cleaned h surface to Oe coated prior t0 applying coating. 6. cemove gil 0 grease xi th clean clothes and cleaning solvent Of 000 toxicity 0011 and flash to point in excess of 200 degrees F, prior to 7. s[art f mechanical cleaning anning. chedule one r coain and co atom he that dust and Other contaminants i rants et n the cleaning process rfaceswill not fall onto wet newly coated SECTION 09800 SPECIAL COATINGS - CONTINUO 3.4 APPLICATION - 00,07000 Apply specified primer, a with roller at the rate of °290 Lo 300 muaren feet per gallon to achieve uniformity of seal and uniformity Of appearance ` Apo peaic finish e r,t observing the w Apply specified u'yInte conventional spray equipment- Apply s0 m 00 coverage at the rate of 150 quart feet opern, eve gallon. Refer to Relatone Application Manual No 106 for detailed ,nstvuctions. 3.5 FINAL INSPECTION - ZOLATON0 A Overall appearance must ma and attern or submitted sample. 0 100000an0`1 n snail be uniform. If V ,sable through the finish coat when 11001 00e by visible PRncns Tester, coating coverage shall be co s,0ered incomplete. Ad00t0onal coats 0111 he required to provide s0eahed co eragc. Such additional coats as ,red for complete coverage shall be applied at no additional cost to ss ?, Inc. ENO OF SECTION o u f 3 1996 JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE LOS ANGELES CALIF. 00036 310 5534711 FNt 213879 -2440 REVISIONS Soatkcoater SPECIFICATIONS, SECTION 09550 TO SECTION 09800 son ss °n gym. Aw AS5 eves, ov 1)616-un SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SECTION 03900 - PAINTING PART 1 - GENERAL 1.1 DESCRIPTION A. Work included: Paint and finish the ex r and Interior exposed surfaces listed on the Painting Schedule on Part 3 of this Section, as specified herein, and eas needed tar d complete and proper 8 Related work 1 Documents affecting work of tors Section include. but Conditions, Supplementary i Cod General and Conditions Sections Pr 53410ion these 1041131[ 4110ns. of Surfaces may r priming an finishing of certain s nstalier performed `ender pertinent factory-performed sections. °" pertinent darer Work not included: 1 Unless otherwise indicated, 40]59 0g is not required on concealed a and inaccessible areas such ash furred spaces, foundation spaces. utility tunnels. plop spaces and duct shafts. 2 steel, surfaces of plate, cooper, mum, sandn similar thfinished materials .111 not require zpa ntingmunder is Section except as may be so specified. 3 Do not paint moving parts of operating units: mechanical or electrical parts such as valve operators; linkages; shafts. unless rt sensing herwiseindic es one motor indicated 4. Do not paint over r required labels or equipment identification. performance rating, name r nomenclature pongee Do not paint to rhich has been sand blasted. ref mitions: 'Paint.' as used herein mean coating systems material, includmgPri s Primers, emulsions. epoxy, mmels, sealers. fillers and other availed aterials whether used as prime. intermediate Or finish coats. .2 DUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and 041010nced in the necessary crafts a needed0for who are coaletly proper performance of the work of this section. Paint coordination: Provide finish coats which r compatible with the prime coats actually used. Review other Sections of these Specifications repo iretl. v ri fy ing the prime [oats to 0e coati antl riser ino the virility of tre total coating system for the v information Substrata. Upon request, furnish information on the materials to or the 0 408001 repo materials th as re that compatible prime oats a seas coats are Ter coats over incompatible primers, o remove the primer and re-prime as requiretl. r Notify Guess?. Inc. i pining of anticipated problems ve sing [coatings red coating underms other coatings supplied under other sections. PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. JOB CONDITIONS A. Op not apply Solvent - thinned paints when the temperature of surfaces to be painted and the surrounding air temperatures are below 45 degrees F. unless otherwise permitted by the manufacturer's d instructions as approved by Guess?. B. weather conditions: 1 . 00 net apply p 1 1 0 1 1 0 1 0 0 0 . rain. 009 mis4 tr when the relative humidity exceeds 85 %. o o damp or wet surfaces. unless otherwise permitted by the manufacturer's printed instructions as approved by the Architect. 2 000460rt only way^ n the temperature en[ SpeCif11eby the paint manufacturer as being suitable for Ise during application and drying periods. PART 2 - PRODUCTS 2.1 PAINT MATERIALS A. Acceptable materials'. f. The Painting Schedule in Part 3 of this Section is based, in general, an products Of Pittsburgh Paints and products shown are for use Only in areas without Environmental Protection Agency controls On paint materials with respect to air quality. All paints shall be lead free, Painting Contractor shall submit an alternate paint specification for materials to be used in an Environmental Protection Agency 4 area. 2. Equal products of Glidden, Pratt and Lambert Paints, Sinclair, Benjamin Moore, Frazee, Dunn - Edwards, or other manufacturers approved in advance a d in w10 by Guess?, Inc. 40400 3. Where products are proposed other than those specified by name and number in the Finish Schedule, provide a new painting schedule compiled in the sam format used 301 the Painting Schedule included in this Section along with a color sample of the actual paint for each color to be substituted. Undercoats and thinners: 1. Provide undercoat paint produced by the same nutacturer 00 the finish coat. 2. Use only the thinners recommended bt the paint manufacturer and use 0010 00 the re Commended lmits. 3. Insofar as practicable, undercoat, finish coat and thinner material al as parts of a unified system of paint finish, 2 COLOR SCHEDULES A. The Color Schedule shall be per the Finish Schedule in the Drawings. .3 APPLICATION COUIPMENT A. For application of the approved pat t, se only such equipment as recommended for application of the particular paint by the manufacturer of the particular paint and as ap0rbve1 by 6uess?, Inc.. B. Prior to use of application equipment, verify that the pnsed equipment is actually compatible with the material to be applied and that integrity of the fin.sh will not be jeopardized by use of the proposes auipment. 2.4 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of Guess ?, Inc,. SECTION 09900 - PAINTING - CONTINUED PART 3 - EXECUTION 3.1 SURFACE CONDITIONS Examine the are d contlitipns under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work Do not proceed until unsatisfactory conditions are corrected. 2 w4TER3AL5 PREPARATION A. General . MIX and prepare paint materials in strict accordance with the manufacturer's recommendations as p approved by Guess?[ Inc.. 2. when materials are in use, store in tightly 3. intaiicontainers. used i storage. mixing and Maintain of paint in a in 0000101003, free from foreign materials and residue. B Stirring: Stir materials before application, producing a 2. D,.tore o density o not 58330 uniform [her material any film wh ter. may Wm On the surface. but e r the and If necessary. strain the material before using. SURFArr PREPARATION A General 1. Perform preparation and cleaning procedures in strict accordance xith the paint manufacturer's reconmendations as approved by Suess?. Inc 2 . Remove Pe ov hie items Whin are on place and are not scheduled to receive paint finish. er provide Surface applied painting prior to surface 3 preparation and painting operations . Following completion df painting in n space or reinstall the removed 0 items r0005.ng workmen whoaare skilled in the necessary trades. 4. who each surface to be ainted Drier to applying paint o surface treatment. 5 Remove oil and grease with clean clothes and cleaning solvent of low toxicity and flash o rot of 200 degrees F. prior to start of mechanical cleaning. 6. Schedule the cleaning and painting se that dust and other contaminants from the cleaning process will not fall onto wet newly painted surfaces. Preparation of wood surfaces. 1 Clean wood surfaces until free from dart, oil and other foreign substances. z. Smooth finished wood surfaces exposed to using the proper sandpaper. Where s require.. toevarying degrees of co sandpaper prod "ce a uniformly smooth coarseness unmarred wood 3. surface. UnleSsspecificelly approved by the Ar46iteCt. tlU not proceed with painting of wood surfaces until the moisture content of the wood is 12% or less as measured by a moisture meter approved Guess?, Inc. C. Preparation of metal surfaces. 1. Thoroughly clean surfaces until free tram dirt. ] an On galve ]zed sur00000, use solvent for the initial cleaning and 101, treat the surface thoroughly with phosphoric acid etch. Remove etching solution completely before Allawetandry thoroughly before application of paint. 4 PAINT APPLICATION A. General: 1. Touch up shop applied prime coats which have been damaged, and touch up bare areas prior to start of finish cats appliCation. 2. Slightly vary the color of succeeding coats. a. Do not apply 100iti0nal coats until the completed cat 3as 4100108400010 and b approved. inspected and Y approved coats Of paint will be 0 0001100. the number of Coats applied. 3. 5and nd dust between coats to re m ove defects tsible to the unaided eye from a distance of five feet. 0. On removable panels and hinged panels, paint the back 50400 b0 match the exposed sides. Drying: 1. Allow sufficient drying time between coats, modifying the period as 0 0 0 1 1 0 1 0 9 0 0 0 0 1 3 0 0 0 0 0 0 0 4 0 0 0 0 0 6 0 by the material manufacturer to suit adverse weather conditions. Consider Oil base and oleo - resinous solvent type paint as dry for recoating when the paint feels firm, does not deform or feel sticky under moderate pressure of the thumb and hen the application of another coat of paint does not cause lifting Or loss of adhesion of the Under coat. Brush applications: 1 . Roush out and work the D ru sh coats onto the surface in an even film. 2. Cl000iness, spatting, holidays. skips, laps, bush marks, runs, sags. ropiness and other surface imperfections will not be acceptable. O. Spray application: 1• Except 0s specifically otherwise 00010000 0y Guess?, Inc., confine spray surfaced on t0 metal framework one smilers fates where hand brush work would 041 be inferior. 2. where ]Dray pplicat ion is u etl. app 00 00 6 coat to noty doe the 001 01 h spray eq 01 mush coats. 3. Do of double hack with spray equipment to build uD film thickness Of two [oats in one pass. For completed mirk, match the approved Samples as 00 texture. color and coverage. Remove, refinish. o r repaint work not in compliance with the 540000ied requirements. Miscellaneous surfaces 000 procedures'. 1. Exposed mechanical items: a. Finish electric 005015, access doors, conduits. pipes. ducts, grilles, registers, its and i.0ms r similar nature to 80000 the adjacent wall 000401! ing surfaces, or directed as aint visible grit surfaces behind vents, registers 00000 and grilles rat prime a. Wash metal with solvent, prime antl apply two coats of alkyd enamel. Exposed pipe and duct insulation: a. 40018 one oat of latex paint 0n insulation which has been sized or primed 11401 Other Sehen cti unpons: repar 0018 ed. two [oats on such surfaces 0. Match color adjacent surfaces. be c. Remove Nana before painting and replace aRe. painting. 3, Hardware: Paint prime oat hardware to match atljacent surfaces. SECTION 09900 - PAINTING - CONTINUED 4. Net area. a. In toilet rooms and contiguous areas. add an approved fungicide to paints 0. For o 1 base paints, a 1% pnenolmercuric o 4% tetrachloropheno] c. For water emulsion and glue size su rfaces. U. 4% sodium tetrachlorophenate 5 Interior: use c if tipple' finish where enamel is spes Ted. 6. P1OOte0P4 noved ry00P 95004 Boats of heat resistant 3.5 PAINTING SCHEDULE a 4. iovitle the 0011owing paint finishes. Interior gypsum drywall to receive wallcovering: 1 First coat: Speedhide acrylic 6 -2 pigmented sealer Interior flat wall paint on concrete use First coat 5018001 de alkyl4 6 -1 Second coat. Speedhide latex flat 6 -70 c. Third coat. 300008ide latex flat 6 -70 2. On gypsum drywall, use. a. First coat' SpeeOh ide P.V.A. eedn b. Second coat 5pee0hide latex flat c. Third [oat: Speedhide latex floc Interior semi-gloss enamel- ]. On concrete, use. First coat Speedhide alkyltl ater n. sewn [dart alkyldse Lo Sneed Third [oat' Spee]niO4]13 Sheen] alkyld satin enamel On ferrous metal. use. a. First coat. 5peeoei00 Red Inhibitive Metal primer Second rose alkyld;sa Lo Sheen Ikyltl de Lo name] c. Third Coal: Speedo 150100 Sneed alkyltl satin enamel d. FFirst coat ywalSpeedh0de acrylic pigmented sealer Second coat. Speedhide Lo Sheen Ikyltl satin enamel [. Third coat: Speedhide Lo Sheen alkyltl satin enamel 4. On galvanized meta]. use. a. First coat Steel 601400100d S Second coat: Speedhide Lo Sheen Ikyl0 satin enamel [. Third coat: SDee0hi00 L0 Sheen alkyl0 satin enamel On wood doors. use- s. First coat: Speedhide 0uick- Drying Enamel 0000140ater b. second coat 041006/00 to Sheen lkyld satin name] c. Third coat. 50ee0hiee Lo enamel alkyls satin enamel Interior egg shell enamel: 1. On concrete, use. First coat: Speedhide alkyl3 sealer b. Second coat peednide Eggshell Laytex Enamel c. Third coat'. Speedhide Eggshell L40410 Laytex Enamel P. On 900sum drywall. use. a. First coat r. Second coat c. Third coat. Speedhide alkyltl sealer peeehitle Eggshell Laytex Enamel Speedhade Eggshell Laytex Laytex Enamel F. Interior gloss enamel: 1. On concrete. use. a. First coat: 5peed0ide alkyl0 eater b. Second coat: Spee0h000 Alkyd class enamel 2. on gypsum drywall. use. a. First coat: 50000hide alkyl0 fed ter Second coat: 61000h00e Alkyd Gloss enamel 3. a. b. On ferrous metal, use. First coat speeanitle Red Inhibitive Metal primer Second coat: Speedhide Alkyd Gloss enamel On aluminum, use. Pretreatment: Polyclutch 830013mer two component First coat. Metal pr ime0 Inhibitive Second coat: Spee0hide Alkyd Glass enamel On wood doors, use. First coat: Second coat: Third Coat'. Speedhide Quick- Drying Enamel Underwater Speedhide Alkyd Gloss enamel Speedhide Alkyd Glass enamel Stain and varnish, satin 1'SVS'I: First coat: Rez Semi - transparent nikya -Oil Interior learn 500000 coat: Rez Varnish Satin Clear Third coat: Rez Varnish Satin Clear Stain and varnish. gloss 1'SV6'I: First coat: Rez Semi - transparent Second coati Alkyd-Oil Varnish Interior Stain Third coat: Rez varnish Gloss Clear END OF SECTION 6 -2 6-70 6 -70 6-1 6 -90 6 -90 6 -012 6 -90 6 -00 6 -2 6 -90 6 -90 6 -209 6 -90 6 -90 6 -6 6 -90 6 -90 6 -1 6 -411 6 -411 6-2 6 -411 6-411 6 -1 6 -274 6 -2 6 -274 6 -212 6 -274 97 -687 97 -688 6 -212 6 -274 6 -6 6 -274 6 -274 77 -302 77 -7 77 -7 77-302 77 -4 77 -4 SEC'ION 10800 - TOILET ROOM 1CCE,50RIE5 0001 1 GENERAL. 1.1 0E5CRI0TIOV A. Work included Prov :Oe toilet room accessories where indicated on tne Da:ags. as specified here` and as neecled for a complete ra proper installation 9. Related work: 1. Documents affecting won< of this Section. . include. but are to. General Conditions. 5upplemennecessarily ary limited c on sand Sections in Division 1 of these Specifications 2 Ou4L1Ty ASSURANCE A. adequate numbers cf frilled wv re tnor0uyhly trained n e e a n0afts and who completely familiar thenspenr=drrequirements ono the u n eaeo fc- prone, performance of ne work of this Section 1.3 PRODUCT HANDLING A. Comply wife pertinent provisions of Section 01640. PART 2 - PRODUCTS 2.1 TOILET ROOM ACCESSORIES A. Anchors and fasteners. 1. Provide ancnrs and fasteners capable of developing a retainIng f"•ce - 4th the s the accessory to be mounted su d for us x 0t h the supporting construction. 2. e r exposed fasteners are permitted, provide oval head fasteners with finish matching the accessory. 0 [144000 stainless steel with satin finish on all items of C. Acceptable manufacturers: 1. Provide all items from a single manufacturer. 2. Provide the items indicated on the Accessory Schedule on the Drawings and where indicated on the Drawings. Products snail be Borrock. Or equal products of another manufacturer approved m advance by Guess?. Inc_ 2.2 OTHER MATERIALS A. Provide other materials. not specifically 0escr.be0 but required for a complete and proper installation, as selected by the Contractor suNect to tne approval of Guess7. Inc. PART 3 - EXECUTION 3.1 SURFACE 000010ION5 A. Examine the areas and contlitipns under wnicn work of this Section will b performed. Correct conditions detrimental to timely and proper completion of the Work. Dr not proceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION and adequate provision n with 0000 0ftlt0451 trades proper interface with the work of this Section. B_ Instal] each item i its proper location. firmly anchored into 00lition. level and plumb. and in accordance with the manufacturers' recommendations. END OF SECTION SECTION 15500 - FIRE PROTECTION SPRINGER SYSTEM PART i - GENERAL 1.1 DESCRIPTION Work in 11400. Design, fabricate. install 000 secure required approvals of a complete fire protection automatic herein. sprinkler nsystem where shown n the Drawings. as specified s 00e0 a far comp proper installation in accordance x pertinent requirements of the Fire Rating Bureau, Mall Requirements and governmental agencies having jurisdiction_ B. Related work: 1. Documents affecting work of this Section include, but are of necessarily limited to, General Conditions, Supplementary Conditions and Sections in Division 1 of these Specifications_ 1.2 DUALITY ASSURANCE U 00 000 0 eumbs c0 05401000011401 Mmare athouhy familiar rote the specified requirements and the methods needed needed tar propel performance of the work of this Section. B. 1000011000004000104090406500401000444000 and re900441001 01 governmental agencies having 001454040004. 0400]4 0006. 1. Recommendations Of the Fire Rating Sure 1 having jurisdiction: 2 Pertinent recommendations 13, •S400441ds for5prinkler Syst00 Installations.' No .3 SUBMITTALS A. Design Drawings: 1 Fire Rating Bu0100thavinga 011/50/66 annand having been the completely overhead sprinkler of the Hall, indicating p system and beams: ing ceiling raw diffusern, lighting fixtures and beams: 2. A plan drawing snowing location re underground tems, 3 . Beconnections. control valves are related items: ta` is and sections 0 5 0 ' 0 0 1 0 0 1 0 4 4 0 2 0 0 1 ' 0 1 0 0 0 T 0 design. B. Record Drawings: 1. Inc luOe a copy of the Record Drawings in 1004 0f the operation one maintenance nanuat des[rieea Below. C. Upon completion of this portion of the Mirk, and a a condition of its acceptance deliver to the Owner two copies of an operation and maintenance manual, 1.4 PRODUCT HANDLING A. Comply with pertinent provisions of Section 01640. PART 2 - 000010T5 2.1 DESIGN Provide a es ign xh ch is [CnDlete 1n all regards including, but t neces rilyt4mi[ee to' 1. Underground piping pertaining to the work of tni5 Section including required pipe. valves. trenching. back filling and s milar items: 2. Connection to utility ma ` ncluding required valves. fittings 400 similar items. 3. overhead sprinkler system_ B. Arrangement: 1. In areas having ceilings. conceal 811 pipes. All sprinkler heads shall 6 0 11 0 0 3 0 4 0 3 0 6 0 0 0 0 0 6 be tile. 2. hold to the and 4000401cabpipe e `distance betevsthebut ceiling. 2.2 MATERIALS A. Sprinkler heads: 1. Provide 1/2' automatic closed type sprinkler heads of 'ordinary degree' temperature rating. complying with NFPA Pamphlet No. 13. 2. Above ceilings. provide standard upright pipe. SECTION 15500 - FIRE PROTECTION SPRINKLER SYSTEM - CONTINUED 3. In finished acoustical ceilings. provide two piece 4. inC ssed type. chrome plated, manufactured by Royal. finished gypsum board Ceilings, provider recessed concealed type. white cover, manufactured by Royal, or approved equal. DC not locate Sprinkler heads in any luminous ceiling. Devise methods for sprinkler', such cress s approved by the Fire Rating Bureau and governmental agencies having jurisdiction. B. Valve seals, tags and charts. 1. Seals: Provide brass cross -like chain, all brass padlock and two keys for each manually operated shutoff valve required to be sealed in a open position. signs: vide identification the of s sign. fastened securely at designated locations [in accordance with NFPA Pamphlet No 13 3. Tags: Provide 2' diameter brass tags, stamped with designation numbers. secured with 12 gauge copper wire to spindle of the control valves. 4 Charts: a. Provide two copies of the approved 'As- Built' sprinkler system diagram and valve chart, giving designated number, function and location of each valve: b. Mount m 001110! glass frames and locate where Provide supports, hangers, Inserts and iated items to properly support sprinkler piping i a vote pertinent provisions of 1131, A Pamphlet No. 13. D. Provide control valve, detector check. vault and associated items and connect to water main. 2.3 OTHER MATERIALS A. Provide other materials. not specifically described but required for complete and proper installation, as selected by the Contractor subject to the approval of Guess?, Inc. PART 3 - EXECUTION 3.1 SURFACE CONOI'I09, A. Section Examine the are s a d pond It :pus a der urn ich wok of [n is will bproper comp. Correct conditions 001 0040141 until unsatisfactory conditions ion are cor corrected no not proceed 3 -2 INSTALLATION 4. Coordinate as necessary with other trades to assur e Pruner and adequate provision in the work of those trades for interface with the work of this Section. B. Install the this section in strict accordance with the approved design drawings and the requirements or the Fire Marshall, governmental agencies and Fire Rating Bureau having Iurlsdiction. 3.3 TESTING AND ACCEPTANCE A. Upon completion of the installation. provide ne sary del and equipment and test and retest the omplete system, making adlustments as required, and secure re all necessary approvals. 0 When the system has been completely anProvee secure a letter of final acceptance from the Fire Rating Bureau having jurisdiction, and forward two copies of the letter to Guess,, Inc.. END OF SECTION qU \�O NC 0 \q S \GN o SEP 1 3 1096 Pen, CENrEn JOHN SIEBEL ASSOCIATES ARCHITECTS 1180 SOUTH BEVERLY DRIVE L05 ANGELES CALIF. 80035 310553 -4711 56421387020140 w_ mui,st1 00 06 30rs kilos .m REVISIONS SPECIFICATIONS, SECTIONS 09900, 10800, & 16500 FOR SECTION 15 00, REFER TO P3 FOR SECTION 15600, REFER ID 114 FOR SECTION 16400, REFER TO E4 m wa ie SFEET AS6 DEFT Of UEUTJIIN'f, YTi1HIT HiitORM,ti11Q.' r.,p o. -...e pb, on 2 oI p dmningt ro n_npr. o,. .. d to, the 4nlicwfig. plan nve-.b 4 geiarn c !oar plan of MhAlita space Constrochoe details 3 Plan Rev . Fee to be paid at time of application City of Tukwila Budding Division 6300 Soulhcenter Blvd. Tukwila, WA 98188, Tel: 206/431.3670 • FOOD ft RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle. WA 98104.701: 206/296 -0787 Attn: Joe Makelerny Requirements of a road service are detailed in the Seattle or King County Food Code. Fora copy of the Food Co. contact yo, e Maria Office. SPRINKLER DR REQUIREMENT WC A Prier to the fabrication of TENANT'S sprinkler system, TENANTS sprinkler contractor shall submit seen (7) btu, line prints f shop Jawing. to the following for approva. Factory Mutual District Office The Transcoastal SkylineTower. Suite 700 10900 NE 4th Street Bellevue, WA 98004,Tel: 206/454 -3931 Upon approval TENANT shall forward one )1) reproducible sepia of the approved design and two (2) blue line prince bearing FACTORY MUTU.AL'S approval stamp 0 LANDLORD'& Tenant Coordinator for LANDLORD, approval and records as required in Evhiba C. UTILITY COMPANIES N SERVICES Contact the following utility company representatives for information ning local installation requirements, application for 0. billing procedures. Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206 /455 -5120 Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 Service /Billing: Tel: 206/464 -1999 Installation: Tel: 800/999 -4964 U.S. West Communication P.O. Box 12480 Seattle, WA 98191- 0001.Tel: 206/346 -8500 City of Tukwila City Hall 6200 South Center Blvd. Tukwila, WA 98188, Tel 206/433 -1849 ROOF CON TRACI OR Any an4 all roof wort most be dompkted bythe LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith. Tel: 206/464 -0441 EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624.Tel: 206/577 -0585 'ari Bud,. perm s J 'wove, Comae...,.e..7,.ate. f t2COD.O, the aggregate, 51 n wilow, es ',des., inroad- e The Richard E. Jacobs Group Soulhcenter Joint Venture Center Ridge Company J performance. Labor 3,0 207,70:7,33 a, he,.-+ J address andttelephan n-be. reli ant s Genemi Contractor and Sub cum.-tom. • CONSTRUCTION DEPOSIT The CONTACTOR will be required tc p.n.,. a 5113: company cheat, certified cheek ormoney order payable la: Center Ridge Company Please have your federall D. number ready and ma, m.,c The deport or any parlor•he,000.o, ta applied P. i•i, LANDLORD as reimbursement for mate,ale issued to or es performed directly for the CONTRACTOR. including LANDLORD'& correct on of punch list dens net corrected by the CONTRACTOR fro below!. The DEP0511717 agrees such deposit, or any po500 tnereof, 0itImet prejudice to any other remedy which LANDLORD may hams maybe applied as a reimbursement to the LANDLORD for vials issued to and/or for services performed directly for TENANT'S CONTRACTOR (wad, may include the correction. of punch l.,t Urn, and /orh repair/replaume.t of prope5y damaged by TFNAI:' =, CONTRA;TOR)_ The deposit or any then m mng ba thereof (less a 15 administration 5e )w to the DEPOSITOR, mt., interest within thirty :SO: days afar the completion of TENAN rs ,,7]100) m. 00,1,0.10 00 rqured in the LEASE- ON -SITE DOCUMENTATION The CONTRACTOR will peep the following documents en.siu during construction: J Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawing, incorporating LANDLORD'S approval comments into the BUILDIIi_ DEPARTME&T STAMPED APPROVED SET. This set of drawings p b be the primary ,0 -in,a wings rid displayed at all times dun construction J A 0539 /000 0n o3 Typ.0o /Tenant Dawings and 0 0.1 5! 03.5.3/ drawing, bearing LANDLORDS stamp of apes 2 J A cagy of the Letter of Authorization for Access (issued bat mall reprexntathe a Preronetmaon Mcct.ni.r J LANDLORD'S Conslm11,,, Manual issued to CONTRACTOR at the 973001330,0,on Meeting. CONSTRUCTION REQUIREMENTS The following Rupee govern constructiOn on LANDLORDS property. All referee,. 'CONTRACTOR7ehall mean thr GENERAL CONTRACTOR or the TENANT if acting as as n eter. All referenc es to LANDLORD may equate, n the MALL REPRE5ENTATnT at the shopping cen, if appropriate. The CONTRACTOR Mall be responsible fur prot}ctie3 m hit LANDLORDS and any ether party'', property from da t,ia 253 of fuel operated engines inside the Mob and/or spacepill net be permitted, The CONTRACTOR Shall provde adequate fire extinguisher, within the premises. tagged for date of lnepeateon. while underconstrutiio, CMCIEMMIMMEIM Specific areas will be designated by the LANDLORD for parking. The CONTRACTOR shall be responsible to arson: that all construction employees ...no in the 9100070 use the designated parking areas. There will be no trailers allowed on the property. Parking wolf not be permitted in any of the driveways. fire lanes and truck doc10 except for uinporary loading and unloading. as approved try the LANDLORD. M Jeri c . a e too large . ertm I. avert before or afu• .o t opea] g our deco d to LAN:3,MS license. rv'RACTOR S wo will be restated to the leased press. sa fire redo. ad shall befar cear _I s. equipment. Te rich. trash at JO times • SECURITY fe AFTER HOURS WORK the CONTRACTOR must nears the prior perm s,ion of the LANDLORD for wort after normal working hours. Ds Tee., construction work matt! be observed periodically by one I. ANDLORO rent' that the work.. being ionstructed as set forth m the Tenant, Lease, Tenant Mutual. Typical Tenant Dawings and Landlord approved Tenant Drawing e. N1,1051171700 shall be responsible to ensure that all oerk i3 performed in accordance with 0.0.3.02 standards. The LANDLORD may without Joy bale by therefore, stn, xo is in violation of O S.H.A. a andar mch he Landlord's opinion. cause i +fury or harrow may t v eons or property. ONTRACTORm n per from The Mall office prier yt "hot ,1 (ex welding, solder torch-wort. etc.)) It shall be the and responsibility 3 of the CONTRACTOR, performing any cutting or welding to comply with the safety pro:mions of the National Fire Protection Association's National Fire Codes pertaining euch work and the CONTACTOR shall be responsible r all damages resulting from a failure to so comply. Temporary electric power will be made accessible for Those Tenons where permanent pow r of yet available. Where permanent pow. s ilable, its the responsibilit of he CONTRACTOR to pr. We the necessary equipment o supply the eiect0car power needed for construction. nt power uhould be ascertained as soon +s possible. • TEMPORARY WATER Can act Om LANDLORD For coordination of temporary water service. CONTRACTOR..sh8! be responsible for changeover of ilities to CONTRACTOR and/or TENANT Account as soon as possible. It will be the.esponsibilSy of the CONTRACTOR topside adequate oiler facilities for all employees 'work.no within the p.n.s. Theshoppng cenu toilet facilities rill not be available for contractors nee unless specifically outhonred by the LANDLORD. The location for a temporary port able type toilet facility moat be approved by the LANDLORD prior as placement. aor to beginning any construction, the CONTRACTOR shall unsure. Hrequired by the LANDLORD taco temporary barricade is installed at the storefront (see Shopping Center Manager for barricade drawings and details). Where a barricade hoe been erected by LANDLORD using pre-formed panels, the LANDLORD shall extend the barricade past the lease line to a eth modate srorefron wo, The barricade shall the until orePont work actually begin,, shall not unreasonaNy obstruct mall traffic, and shall not be more than four feet MI past the storefront lease line. all barricades shall be extended or conetrucud during the non-operating hours of the shopping cenu+ No barricades shall be removed or dismantled without expre c x t of the LANDLORD. Any barricade re ove4wthout pro will be reconstruct. by he LANDLORD at the CONTRACTOR'S expense. The CONTRACTOR i, not allowed to poet any company came or sign on the temporary barricade. The CONTRACTOR oho, poet all signage ae regvned by mall representative for public safety or gen .,Par ing. • beam.=.<g any bees, see cora+.uet+c- a•4 veaer sae r es Ise J Meet 4 aaa ,,S f cen neepece requb ee... ' M _I inform LAN DLO. of The es to br.nderte. en a•d au + +e app... of sane. J Suborn ALL conniru<t on es s proposed for v der slab ens uo tal:en w ANDi0R0'5 representative M errors On, the appro.,' ha.e been received and uneer slab construction commences he CONTACTOR must photograph the n N tat se in detail. both re progress • once ore /u734 and sub07 copies of all photographs t0LANDLORD. Any Below Grade conetvctwn must be inspected M LANDLORD par to ba1FO'I .rig Concrete MOOS be saw cut or core-drilled nojack hammering or breaking of mare. re perorated). r approval must be obtained from LANDLORD prior to penetrating row etructural or structurally reinforced Spraying of finishes or paint must only be done if Mall 0101 and adjacent Tenant HVEC system. are either shut down or protected to avoid contamination. The CONTRACTOR must recede the LANDLORD'S approval at east three (3) days prior0 any modficatbn to u iI.ty eery aer that may temporarily Inumipt such service to other tenants or the shopping center. me LANDLORD has established working hours when the contractor may perform "noisy- construction (i.e.lackhammering, saw cutting, core drilling, "Hi5" type fastener guns, etc.). Contact the LANDLORD for restricted hours. LANDLORD reserves the sole POP to reque,t that CONTRACTOR reschedule any octaitus deemed disrupt.0 to restricted hours. Trash Removal . All Noah will be confined to the premises and removed at the end of each day by the CONTRACTOR. Any task found in the service corridor., adjacent tenant ▪ and /or other public areas will be removed by the LANDLORD and deducted from the 105177CTOR'5 deposit or billed to the TENANT. The location of the CONTACTO0.'S clumpeur will he determined by the LANDLORD. LANDLORD'S dumpeters and /or compactors are not to be need by CONTRACTOR. The CONTRACTOR shall reef the LANDLORDS prior approval at least two (2) days In advance of needing to drain the shopping center earmklcr system. No shopping center sprinkler system will be left darned overnight. All systems will be charged and operational when the CONTRACTOR leaves for the night. A $75 fee will be charged for each time the LANDLORD'S sprinkler system is drained or-shut down 0 accommodate connection and tasting require The CONTRACTOR will not be allowed.t0 penetrate the roof or adjust or reodfy roe LANDLORD'S rpnnkkr system. aatureo u&IS.s, structure equipment or facilities N3hout The LANDLORD'S express written consent and will be done by the LANDLORD'S original contactor Pa-LAND. LORDS designee) at the CONTRACTORS - expense. OPERA LING WHILE REMODELING, In addition to any prior stated requirements. 0Ae following nilee apply to stores remaining open dung remodeling.. For stores remaining open during constnitldn, The Store Manager must be present at the Pre- conetactbn Meeting to 41r730s plans for the remodel, time span of model and felated safety 0sees. The CONTRACTOR will be required to schedule the construbfion in phases and provide a phaeing barricade plan lnd'cati rig where the barricade will be placed. The CONTRACTOR must recoee prior permission of the LANDLORD for work after normal working hours In addition, the Mors Manager and the CONTRACTOR must prepare far and indicate whether a Security Officer or other service Is needed. The LANDLORD will not be responsible for the security of the CONTRACTOR'S or the TENANT'S property. addaror. to the 05 w A.- afety•:andam +refcremed evott 1],vo re g adw - 80, TOR -est useNe J virile a mrnrr.,m of , Par Pot +p rrNaee arc,4 JFpp, plan fres the Correa., +the mil, so as to roromme ano d ears, to m. rcbendese. coat, mere one .rte public marl areas. J ire -fy that all wmrmae's teals .'adds -s. and loo,. construction euppliee are out of the .00030,0. dad apecroce y 3 ildren: reach. J van ,th a .head a g re pt 5o dolt•. etc well withm the confine, of the barn -ailed and plaenc sheeted areas J ver! that tore has dw+ zedd r. stoer property clew x enth�ng .both Wooer, rear and the front of J the re i the, any std root remodel., required, the *ONT7.ACTOR w: be nosed to erect a bamcade per the above details OPENING REQUIREMENTS • Certificate of Occupancy The CONTRACTOR, shall provde the LANDLORD w+t+a copy of the C.ccupan :y Perm, • Punch List: Upon eomplaws of coestmtno- and'RIOR TO opening, the CONTRACTOR shall mguest that tfie LANDLORD conduct a final o servatoo and .amprka punch 't. The premises will be allowed open for business ony after the LA lDLORD has received atop, of the Occupancy Ferree and The push vier items have Wert satisfactority comp! The CONTACTOR will bbeoogoe ub he follw.ng Mom Mthe. oft o strum .(forme as available e LANOtoeote e J An original notaneed - General Contractor's Af•da.ri J The origin, shined a Sutton ' AMdar and Payer of tier, fcr ease cotracxon G\ \V aFe NV EO ;`1DtNO0tV15ttJt` IKILxs RINI IN sutra EN It II911.II .nor ea Si AL,aEAW.. 67 - rT�4z2tNIWLESSA 400 2�r -rl tiaLI P'- 7/n5 ooz 14R4. SIEnW4 o°ed,t �AVc :AreA.,o4z 2x-.1 Yrhl a�{1oc55 q n _ . UN- CEMZEZIIIM .Ml !o. R/88FlaW0' Southcenter Mell 633 Soulhcenter Seattle. WA 98188 -2888 Tel: 206/246 -0423 Fax: 206244 -8607 - Teti 216/892-0-W4 nx Jacobs Brothers Co. 25425 Center Ridge Read Cleveland. OH 44145 7el: 216/871 -4600 Fa,: 218/892 -2306 ,c pot 7 )7)) SOUTHCENTER TYPICAL TENANT GUIDELINES TTG -01 UNIT HUMBER THIS SHEET MAST lt1': I'5/ AUDI -.O ,SS PAR 11)1 '/8 SAN'F 's SIAM/ EI: \1. TO '1381 : 1. .\N 11LO1(1), I.OI'. A1. SU111O10171E5 5 :55 I)5 , IL: MINIM 3 ION AND 11111210(: ( ON- RACTORS The Richard E Jacobs Croup sou Ch TI MAL, DRAWING SUBMISSION .6a- REVIEW CHECKLISC TENANT'S SUBMISSION CHECKLIST TENANTS drawing submission must include one (I) sepia and two (2) Muelines. PRELIMINARY CONCEPT: WORKING DRAWINGS. J Storefront Elevation (with sign) Working Drawings must be 5012mrt_ed in the following order J Storefront Pectnon(s) J Details at Neutral Pier(s) 1 LANDLORD'S TTG-01 5heet J Details at LANDLORD'S Soffit J Architectural J Floor Plan J Electrical 1 PeOected Ceding Plan J LANDLORD'S TT1 Sheet(s) J Interior Elevations J Plumbing J Longitudinal Section J HVAC 1 Material Sample Board J 248010RD'5 TTM Sheet(s) 4 Photo of Similar Store J (other drawings) LANDLORD'S REVIEW CHECKLIST NOT REVISE Jr DRAWING APPROVED APPROVED RESUBMIT PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING WAG RESUBMISSION$: TENANT shall resubmit drawings within ten (10) days. All resubmission, shall be COMPLETE sets wail one (m) set of sepia and too (2) bluelines. 5160: This review does not ...crude final approval of TENANT'S mgr.. Prior to fabrication & rnstalla- dn of 0£80805 sign. TENANT'S sign 106730[30 feign company) ,hall submit three (3) sets of shop drawings to LANDLORD for approval. CHANGES: Once approved by LANDLORD , ,nanges shall be made in TENANT'S Drawings except upon the 'RIOR wraten consent of rho LANDLORD. A5- BUILTS Within thirty (301 days after the opening of the Premises, TENANT shall subma a 70'00 +0set of3s- bu0 sepias to LANDLORD. THIS AREA FOR LANDLORD USE ONLY. NOTE. DRAY :ING5 WIRI ill IN THE 200 /ER RIGHT HAND CORNER ARE APPROVED BY LANDLORD LANDLORDS approval of TENANTS Drawings in contmget upon TENANT'S compliance with LANDLORD'S comments and sit t be c n rued, old LANDLORD liable for r architectural and eng near,g des gn ofntt a Premises or the accuracy of the +format on contained in TENANT'S Drawings . Should any conflict arise between any of TENANT'S Draw ng, and the Lease the 3991005:0 portion(s) of Me Lease shall be eleterminatwe. LANDLORDS approval of TENANT'S Drawings will In no way alter, amend or wawa the requirement, or enter. of am Lease. G\ \V aFe NV EO ;`1DtNO0tV15ttJt` IKILxs RINI IN sutra EN It II911.II .nor ea Si AL,aEAW.. 67 - rT�4z2tNIWLESSA 400 2�r -rl tiaLI P'- 7/n5 ooz 14R4. SIEnW4 o°ed,t �AVc :AreA.,o4z 2x-.1 Yrhl a�{1oc55 q n _ . UN- CEMZEZIIIM .Ml !o. R/88FlaW0' Southcenter Mell 633 Soulhcenter Seattle. WA 98188 -2888 Tel: 206/246 -0423 Fax: 206244 -8607 - Teti 216/892-0-W4 nx Jacobs Brothers Co. 25425 Center Ridge Read Cleveland. OH 44145 7el: 216/871 -4600 Fa,: 218/892 -2306 ,c pot 7 )7)) SOUTHCENTER TYPICAL TENANT GUIDELINES TTG -01 UNIT HUMBER THIS SHEET MAST lt1': I'5/ AUDI -.O ,SS PAR 11)1 '/8 SAN'F 's SIAM/ EI: \1. TO '1381 : 1. .\N 11LO1(1), I.OI'. A1. SU111O10171E5 5 :55 I)5 , IL: MINIM 3 ION AND 11111210(: ( ON- RACTORS The Richard E Jacobs Croup sou Ch TI MAL, 1 tas os IN 60 e 5 E 42 12 12 (0 ER of ER ER E E E E E o v V V 814 CS, Oe OR 6 6 6 6 V V v V k 0l o;, FOAM REAM OWT 490400 tea ►�' o-ojo B 'c B N� 1 ®R E E E E E E E E E E iR O R E � CJN E E 04. E E E E E E 040 pr L LGN�N ACCCRISEE TIE FOL OMBTAUR COS SEEMEMED t)ok)- op a 53 8 • • 0 0 1'mFz SINGLE POLE SWITCH +48' THREE VAT SWITCH +48' RPLEX RECEPTACLE +12' OR AS MINED DOUBLE DUPLEX RECEPTACLE +12' SINGLE RECEPTACLE FLOOR MONTFD BOX V/ BRASS COVERPLATE HR(LV/ 8RASSTCOVERPLATE WANTED DOUBLE RECEPTACLE FLO16 889 0 1014" 060 800 0,04+ Vi 48+ 609948 8CK TELEPHONE OUTLET, +12' IN AS MIMEO TELEP113dE A/U2 DATA FLO M M1.ET BOX V/ BRASS COVEIPLATE THERMOSTAT OUTLET BOX, +5' -0' JUNCTION BOX JUNCTION BOX, cam. SHALL VIRE LIGHTS N STORE FIXTURE. PROVIDE max V/ BRASS LTNERPLATE JUNCTION BEM CONTR. SHALL VIRE PROVIDE BR( V/ OVRPL OUTLETS BRASS (CATE .111181124 BOX, CRAP SHALL VILE Imp WTLETS G LIMITS R STORE FIXTURE PROVIDE BOX V/ BRASS (OVERRATE ® SHONE DETECTOR IN DUCT SIM(E DETECTOR • 0: 1 6 E • LIGHTING PLAN SYMBOL LEGEND Q SPENCER PUSH BUTTON O BELL © CHINE —R— IT DATA COMPUTER CONDUIT — 0 — 3 /4C DATA COMPUTER CONDUIT —T3— 1'C T €LERED45 ]3RLUIT —T— 3/4'C TELENBNE CONDUIT TELEPHONE BACKBOARD co TRANSFORMER LIGHTING PLAN NOTES CONDUIT CONCEALED N CEILING OC WALL CONDUIT BELOW FLOOR DR GRADE IN SALE 4800 CONTRACTOR SHALL VASS COVER PLATES. BOXES 1 /2•C - 2 Al2 111 1 /2'C -3812 —+H4— 1 /2'C - 4 812 11111 3/4'0 -5812 III III 3/4•C - 6 812 CONDUCTORS SHALL B nail Cu 1111111 3/4'C - 7 Ale 1/2'0 - 2 Am 1/2'0 - 3 AID II M I /2'C - 4 no II11I - 1 /2'c - 5 808 III 111. 3/4•C - 6 no — FA-'!" ALARM V/ C CONDUCTORS PS REQUIRED — X GROUND VIRE DIIFRS. m�FNSEAOST ARE$,RRVN 16; ROMENXI.L OLT. SY MT NR DBfAi.IE, BY N:CIRICV/l " S AF£ 01886* 4i1m O MARE SHOW XII MASH MODE AT'WV ORIN O amNEC TB001 atom I.L ROME EXISTING FIXTURES ®A KNOW FIXTURE 120V 12594, 00 RECESSED 11M FIXTURE. (20V 12514 a E TRACK FIXTURE (AND TRACI(X 120V 750. a ER RELOCATED TRACK FIXTURE AND TRACK 1200 750. / OF RECESSED ADJ. ROANS FIXTURE. 120V 750. 0 FR RELOCATED RECESSED ADA (01CAN0. FIXTURE. 12,r 750, ENI EMERGENCY LIMIT FIXTURE 1200 6V, G OR(AI FIXTURE (289 IRV. 4' STRIPLIRO, 120V 6814 1"wN 44LAIRIIPU�V 4T IT VIM EMERGENCY EIEM �AD o R oio LUMINAIRE SCHEDULE ...mow..., um. 88TO 08000E l u vrmwa n IMAM i' n A &g qatv=rer tRltDBox mW°ia a.rawaxx%T4 2001 001210 OF r02 905, 0x+0-012 i of a R11c 49-2 xi i[A x411 2 Lk 26V-2700 OM MOOED V/ Fix 14Y 6VILT D H HENRY MRCS AND ASSOCIATES Consul/Mg, EnalneeOS 11521 1214400 11NET, MOB ODVM, CA 92641 0147 898 -3157 FAX 0147 894 -7294 I EARL F. MCKINNEY ` 0*5+ Nye 92.10 (001 00-0100 1®Nmn x. Ya03-474 (soel 80-004 FAX Southicenter KEY PLAN � x4 11,l. ■a Nmmu w EINIVVIVVITVweliwkw =MAW Va DEFT DILL 6 LIGHTING PLAN // OF 0 SEP f 119961 MAIN LEVELxx ref