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Permit D99-0266 - Guitar Center - Shell, Walls and Lighting
Guitar Center City of Tukwila Contractor License No: IDEALIIO26DC Permit Center Authorized Signature:_ Signature: Print Name:_Cil £. DEVELOPMENT PERMIT Parcel No: 022310 -0070 Address: 230 ANDOVER PK W Suite No: Location: Category: ARET Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: .0 South: .0 Water: N/A Sewer: N/A Wetlands: Slopes: N WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 D99 -0266 ISSUED 09/03/1999 03/01/2000 Occupancy: STORE UBC: 1997 Fire Protection: SPRINKLERED East: .0 West: .0 OCCUPANT GUITAR CENTER Phone: 230 ANDOVER PK W, TUKWILA, WA 98188 OWNER THE SEATTLE FUR EXCHANGE, INC. Phone: 206 -246 -7611 ATTN: JAMES E. SWEENY, PO BOX 88159, SEATTLE, WA 98138 CONTACT DEAN BARTH Phone: 206 - 382 -9101 15904 FIRST AV NW, SHORELINE, WA 98177 CONTRACTOR IDEAL INTERIORS INC Phone: 206- 361 -8884 PO BOX 77724, SEATTLE WA 98177 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permit Description: TENANT IMPROVEMENT TO EXISTING SHELL; DEMO EXISTING WALLS; NEW WALLS; LIGHTING CASEWORK. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 200,000.00 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 ****************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * TOTAL DEVELOPMENT PERMIT FEES: $ 4,121.94 ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * tut` Date q j 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 emit. 7 Date 3 r 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. 230; ANDOVER P TUKWILA". Address: Suite: Tenant.: DEVPERM Parcel #: 022310 -0070 Permit N Status: Applied: Issued: D99 -0266 ISSUED 08/02/1999 09/03/1999 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Conditions: 1. No changes wi11 be made to the plans unless approved by the Engineer and the Tukwila Building .. ;All permits, inspection records`, and „approved plans shall be `eve i l a b i a at the j ob s i to prior to the stairt o f any con- struction. These are to be: maintaired. and avail- :able until final. "inspection` approval, is granted El ectrical p.ermi'ts shall Xbe abtairied ` through ,,the Washington State D i v i si:on : of 'Labor.,. and Industries and all ; .el ectr i ca l work wi l 1 be` inspected by that agency ''C248-'6630i • Plumbing perm,i,ts shall . be obtained through' the Seattle- King, County Department of Pub l i c Heal th . Plumb i ngf, w i 1. 1:..be- nspec,tred by that agency, 'i,hc l ud i ng'.al 1 gas piping (296- 4722) - .. r;' '. • All m4ahanida,l work shall be under separate permit issued ''the C'ity:.of'' :,, ` '. 1 A1 l a to be done°' conformance with approved, -. plans; and requi rements of ,the Uni form "Buil Code (199;7.- -,, Ed i t.i on) as amended-, Un i:form Mechanical , ; Code (1997 Ed i ti on? , -and,, Was hi ngton State. Energy •. (1.997 'Edition) . • 'Valiidity of. Permit.. The .. issuance ,of ;a"permit or approval a 'plans specifications, and computations shall not be' con j strue to 'be a: p for,,,, or` an approva�l;`'of, any violation f f ' of any ' of the 'p rov i s i ons •: of the , .,bu�i 1 d i ng, code or of ;= any , other+.brdi`naice; of the jurisdiction. No permit presuming* give author 'ty to ` violate or cancel the provisions 'of this code *hal 1, be'- valid . 8% There -s all be no of the bui until the final i:nspecti on has, been completed '`by the. , Tukwila Bu i 1 d i n Inspector ,j . , 9. 'A CERTIFICATE OF' WILL BE REQUIRED 'FOR ' PE t oseoverew ray. • Project Name/Tenant: GUITAR CENTER Value of Construction: $200,000.00 Site Address: 230 Andover Park West Tukwila, WACity tgto /Zip: Tax Parcel Number: 0223100070 Property Owner: The Seattle Fur Exchange Phone (425) 251 -3100 Street Address: 200 Southwest 34th St. Reton, WA 9855 Cit State /Zip: Fax #: Contractor: Dear f Ideal Interiors, Inc. v hr o trz sa '\'tJ t � • Street Address: 15904 First Ave. N.W. Shoreline, WA qttY9te/Zip: x #: er Blake Shelters, Designer Phone: (818) 222 -2288 Street Address: 4764 Park Granada, Ste 101 Calabasas ity atg/i Fax #: (818) 222 -2344 �: t7A11/lvie' A . Teo/Oitede, ikif k-- Phone. OO 382' 6 110 I Street Address: Sic L 72 SrA W� lg` `y State /Zip: Fax #:( 682, 315 Contact Person: Blake Shelters Phone: (818) 222 -2288 Street Address: 4764 Park Granada, Ste. 101 CalabasqW Stag /91Zip02 Fax #: (818) 222 -2344 Description of work to be done: — a tenant improvement for a retailer of music and accessories, I (..l,'ii": t'/ I'u'OVi) i iii 1'411 ti It4ilhl 4 iii VWO(' Existing use: ■ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: a Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes III no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes gl no Existing fire protection features: U sprinklers ❑ automatic fire alarm ❑ none El other (specify) Building Square Feet: 4 Area of Construction: (sq. ft.) 17517 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes a no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUIrWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional' reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Wale! rvielei /Peitnanerit # Site(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. `I -0610Z). — 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 applign acc rd: Date 51/cation expire • Application en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTI'ERMIT.DOC 1/29/97 BUILDING OWNER OR AUTHORIZED AGENT: Signature: / Date: l Print name: / W ,. 0 ,A '/"/76 k1J ll /� T� Phone: ` ); , 6, ' /o ���,, ij� 1' Fax #: ( 2De) r i' �C��. s? Address Hu t- j ((/ // `4e , ` c, i e City /Sta )/ )/ 14719 '7 1 e'f ALL COMMERCIAUMULTI -FLY TENANT IMPROVEMENT /A 'ATION PERMIT APPLICATIONS I1' BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Ti U Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) ...North arrow and scale 2.. Property Iinedimensions, setbacksr,.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- �y 9). ❑ I Floor plan: show location of tenant space with proposed use of each room labeled 71 ❑NiA C� ❑ 0 ❑ ❑ ❑ ❑ ❑ NA ❑ ❑ NA❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shalt be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 • „'r . +r'�1 :F**:4hk *.it i !A A h'A4* _k 4*:4A k "A:F**1 +.4 1r.:4:4:4:t hz4 t It :tA..}:t k:4:I:t Or A,h` GI.T'r` C)F Tll! «tl I. A WW� �. i!'lht 1; ! .A.A t.ti.k:4 t •*** t.tA*A k•.l * *.% 'k* 4.k:t**:4A t:4*k:t•.4lrst•t k�r k..1:4 ii *:1A :TRANSMIT .NumberM R9C300I 36 AMoum.1;: n.50.11 /1S%9q .I1;5' : 1'zvmenG'.Method "c CHECK: Notation: Il)Eca.1_ INTr.ItIOR53 Initi WER Permit No: I)99• -0266 'rune: t)EVPI:Ri•t DEVELOPMENT Pt:tti#I Parcel No: 022310-0070 S i t e f ddresa: 230 ANDOVER PIG W Total roes: 4. 1 4t5..44 This 1 vrt :nt 23.50 Tt,tal ALL Pmtt : 4.,145.44. t3:il ance: .00 0 * *AIVAltA4. *k ** * * *'A * * * *A . ** tit *AA A *A. * *A *fc * ** * * * * *A *A * * *al *A *A* • Account. Code Descr i pt i on (amount: 000 /345µC330. PLAN CHECK NUD #N ",l :i 2;l.50 082.13 .11/16 9717 TOTAL 60.65 * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * CITY OF.TUKWILA, WA -D - D TRANSMIT * * * * * * * * * * * * * * * * * * * * * * *` ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800143 Amount: 1,558.25 09/03/99 16:59 Payment Method: CHECK Notation: GUITAR CENTER Init: BLH Permit No: D99 -0266 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 022310 -0070 Site Address: 230 ANDOVER PK W Total Fees: 4,121.94 1,558.25 Total ALL Pmts: 4,121.94 Balance: .00 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000 /322.100 BUILDING - NONRES 1,553.75 000/386.904 STATE BUILDING SURCHARGE 4.50 This Payment 6645 09/08 9717: :,T0TAL 1553.25 .., ;,y,. .:�• ;�; . *.• .�:Mf.,.r, „�iin• „ St... }.. �..w_.t * * * * * * * * * * * * * * * * * * * * * * * * * *ik* **** * * * * * * * * * * * * * * * ** * * * * ** * * * * * * ** CITY OF'TUKWILA,' WA ) TRANSMIT .******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT' Number:.R9800143 Amount: 1,553.75 09/03/99.16.:59' Payment Method.: CHECK Notation: GUITAR CENTER Init: BL:H Permit No: D99 -0266. Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 022310 -0070 Site Address: 230 ANDOVER PK W Total Fees: 4,121.94 This Payment 1,553.75 Total ALL Pmts: 2,563.69 Balance: 1,558.25 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 1,553.75 4t•L r .r , t644 09/08.97.17 ' TOTAL 1553,75 9 • J W.3.1.. ►. 1 Y Cl I T 1' (� I M - It t r, � c 00/02/99 . 1 '23. Y :} :i :4 4 k s :t :4 :4 ;k :' :k L •;k * * 4 :+ '.4 :4 It :F :4 :} :4 :4 :t * :4 k ' :4 h :4 t .4 :4 :k •k ,F * :4 •4 *•, .4 ;4 •k' ti .:t •M * k } ::t "k * it fr :1 J :t :4. IR FINS' tail:'i' i,11.urbr:r•e.R90001.18 ..A mount; c i.,009..94 01.1;.02/99 :PA ,soc nt- e d ;. j OH EC Uo+tt i on t DAP H,14 '101hC1.1r1k r» i t:: - tLI3 i'e.rcJ i ct •Uo r. D99.70266 tunes DEVP.ER14.. IEVE1.O.PMEN 'PERMIT Pr +:'e I , Na w t)2'2J1.t) c)0''t) ti 1 220, ANDOVER RR W . 11.0 e Pavoi rlt; 1. 0t!9. 'I iota 1 ALL Pntfi.0 1.009.'94 Hal ancer 1 „55O.25 i **• ** **a k* *• *,k *" *. * *A * * * *'* 4-4 ak*• tti•*** *1. *•kk * **:4*.it+44 * * * * * **A *A ,I* *dry*** Account. Code I)BSerigt; ion . , (afDO1d11'.;,. 000%345..f120, ' PLAN .CHECK - Ntfl RE ; 1.009.94 5545 09/03 7 .1.7 TOTAL • .009. r Proje di I I ■ I _ .... Type o nspecron. / ....--- Address: _ - 7: 7 10 Date ailed: Special instructions: 0 1011€4k l'eC.At k / Date war: a.m. Requester: Jeaq Phone 4.........14 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 4 PERMIT NO. ( 31-3670 lASI11111177M:41. Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. Date: J $47.O INSPECTIO at 6300 Southcenter BI., Suite 100. Call to schedule reinspection, Receipt No: E REQUIRED. Prior to inspection, fee must be paid Date: COMMENTS: ) , Type (c1 lr plc n: l r L GrA / 1/4 s 1 s--rp (r i Y N� / Special instructions: `(`e ( ... ) .1‘6 i. w la / M R ` kit .. t1 2 Date wanted: '� p.m. O � q �� Requester: - ,, L�. fit) 5 ) R 1/4 ; - - e____f_L>__S 7 ,_. A ,r ,. Project 3. Type (c1 lr plc n: l r L A rg __ oapc Pl( I) DajeCalle4 wqq Special instructions: `(`e ( ... ) .1‘6 i. w la / M R ` kit .. t1 2 Date wanted: '� p.m. O � q �� Requester: - ,, L�. fit) 5 Pho e: hob 1q4 Lion, • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47. REINSPECTI N F.EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ^ _ lei pi ,. J /8`J 4,-/-7-- ( ( /�6 /9' Sp instructions: / 30 Date wanted: / I Requester: ( ` l Phone: / D IAL // (9 f.ri,.A 1:64 C i9 b‹,_ LIA1 1 / AtC/ ' A ,d lr rcr .✓ 1 .1 i 1 . .-'. 1 / jel__4 Type of Insp ct% /f Acpy f i , �C'( lei pi ,. J /8`J Date cal ( ( /�6 /9' Sp instructions: / 30 Date wanted: / a. m. Requester: ( ` l Phone: / D IAL // ::,»ai• st.:a::+a{ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit =v: D PERMIT NO. (206)431 -3670 • Corrections required prior to approval. Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0 Al2,9 3 yVr,2 -5 & ' ' s Ar ,£.4c,/ 5%06 ©F 6- €6 4 ./( -(6.- - Ant # l// OA, To - r - (c _ PI s . b -, r cr - r - / � 7 ( ')Itf. ;- (.r7 1 -,(( i4( G e - S s- / ('o-( rTc4ir Date wanted: f . a.m. S/ i - p.m. Requester: 4'57443 ?9 p • c 7 i 0 I i�l� TYPe n: , eivin, ' 1 n so m K.. _ ns r d Date ca le f V /tQ 1 .Speecial instructions: Date wanted: f . a.m. S/ i - p.m. Requester: 4'57443 ?9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd, #100, Tukwila, WA 98x88 670 n Approved per applicable codes. 'Corrections required prior to approval. Inspe Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P� jec � c6 Ty of ection� 4 6� i 4 (( 2 d ss: d td/V/D.�N Date called: / 11/2,01 - �-� . Special instruc : p 0551 bit, P Date wanted: a.m. r 7 3'�� p.m. Requester: p ietil Phone: dam& ?�� • INSPECTION RECORD Ret a copy% . with permit 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818E INSPECTION PERMIT NO. (206)431 -3670 COMMENTS: S Approved per applicable codes. El Corrections required prior to approval. «4 41 4 _ $4 . 0 REINSPECTIO'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: tfl� c� 64 ��ieZ i t� �" t�w Address:, Aaerzevy fit/ • Date called: 70., S Special instructions: Date wanted: a.m. / 97 (P.m. Requester:i Phone: * 0 8 9 �/ COMMENTS: Inspector: $47. ' 0 ' EINSPECTION f at 6300 Southcenter B11? Receipt No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 El Approved per applicable codes. Corrections required prior to approval. Date: PERMIT NO. (206)431 -3670 REQUIRED. Prior to inspection, fee must be paid Suite 100. Call to schedule reinspection. Date: Project: .r . Type of Inspection: .✓1/1. % ~ Address: Alp > r Date called: • �' �..` Special-n;-ructions: /� � 1 /�- t /��� ,/ ,(,� �.- "' 1 A ` 7 f �„/ / k Date wanted: "'. - art , �' a.m. P.m. Requester: Phone: INSPECTION NO. INSPEC'TIbN RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 7 4 \ Approved per applicable codes. COMMENTS: A Inspector: edi2-17, .4.77 ( (206)431 -3670 Corrections required prior to approval. Date /f. !, El $47.00 REINSPECTI(VN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila WA 98188 Special instructions: (206)431 -3670 Typ Inspection: I iM4/' Da a c 010/77 Date wanted: 1 / 61 77 / 070 4,. Requester: : e4 K Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2' ?e 4- J r uAA. $ 7.00 REINSPECTION VE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: P o ec_t: 7 / Type,. In pectiom ‘ 1if) (.. Acelgr:z) dr%T/vZ t o Dat called: ~ to 2zIci / /-. Special instructions: Date wanted: /0 � aa ` p.m. Requester: 0 Phone: . /2 p " � ' / � INSPECTION RECORD Retain a.copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. COMMENTS: / Q (206)431 -3670 Corrections required priori() approval. Inspecto : :. $47.00R.INSPECTION F ''REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Date: Project / Type of . •.ection: Address: Date called: Special instructions: Date wanted:. 9, to- /% -�5 69 P.m. Requester: Phone: MEN INSPECTION NO. IR . Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 24-' ` di e. 7 . -d s e. 2 , 0 .4/ AI 'Ls El $47.01 REINSPECTION E REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1 r ec,Tion: r s: i to called: /0/ Specia instructions: . Date wanted: /61,. m. p.m. Requester: iria Phon Gr `/ Q 9`( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a Approved per applicable codes. INSPECTION RECORD Retain a. copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: 0P-1 f 'eC (07'1 c1 1, d, ./ .rr s • plifi4- 2 ',0 7 4 . 0 $47.00 ' EINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: I `(;r� /--ri 'C..t / 741 4 E �� l 2) A7'h.. G~..' c , 2, git �� —507,,e) i d"-f / I)) O o _ / &,le s1-7 /s S / :?-1 (/t797 ,L , -r',, -i r- r..0?. / I' DV 4 'r', S 4/ 2, < y 4i, . ,4,4 , -e . 7 r ,:-:) rk r ,,,,}./. �+° e P I XZ OVJ" 8, fi .1 Pr�o;'7ect: Type • ftn specti 44 ,� /� �j� r Atipmi „ k . 1 9K Date called: / 13 get ' Special instructions: / Date wanted: /0 // / `r/ a.m. p.m., Requester: } P I XZ OVJ" 8, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Corrections required prior to approval. Inspector: Date: El $47.0 INSPECTIO fi E REQUIRED. Prior to inspection, fee must be p. id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project ' Type of Inspec .2):....) �' Addres5 Date cal eT d: Special instructio Date wanted: m G �/ `7r / �� a. Requester: Phone: INSPECTION 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: G " 3 1_ z O.c ern 4 ' ©..0 - " - 5 Corrections required prior to approval. Li $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BIv.., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: (6- , Cwt Type of Inspec�io :' r of ft 6 - ..;-...( Address /1-/ / Date called: Special instructions: Date wanted r 9 A . � Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 COMMENTS: Q Corrections required prior to approval. $47.0 RO EINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ./(/L� r je� �. �1'�"Arkv e(-/-2,- �] 10Metti n: 6 (1 6 A�irgs /� 60 Date called: q ,7 / 9 ,9 Special instructions: Date wanted: �� / 4 . ! a.m. (% p.m. Requester: Phone: ,5 O 9Y' / naurraWl CV WC'= KY-- 3.1' t ]2V !' O. rAmt> nm> n+ Raxun ia. M1,wn oA' mWw....• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 IL Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. d b (206)431 -3670 Corrections required prior to approval. COMMENTS:. /2 i jl ; 4 El $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ti' - - r n:. Lo 3 Addre 2- u ) D c e 1: 1 l ! Special instruc ion : Dat ted: d � •R st r: 5;4 , 539 4. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO./l (206)431 -3670 /Mpproded per applicable codes. 0 Corrections required prior to approval. COMMENTS: 4,. CCU /it° a‘rcric-e- G e / ,401)PN, / f 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: ,) 51 4 6 4 _f < N � ,./ �C 44 X d y� � `c 4,e4.- • / t4 A ,k4/-1 /`s bf 11- /)-7G & / %>, A s5 4 ,3// , ) Mg-kt / I2g, cit_ I-i0 0e.=/�J/ ra c 41ti .e 2,4 114'4 F-sr.-7.9/0 i e c-" .R•,.,/..tip 5( .rcy ' e / Su'5dC4 '7 i /4 A-7.41 , r,/ 17.. , / --,i., AZ. 4 ',/ S1 e,(,,` 4 „,,z, , O A . A --7f ' I' / / 1,--, 4 , , 91- e ".". 2 ) , c..,t P e .( c; : h ,1/4/7v. .. •___ uv„..... .WIr ...,/r P oject: Type of nspection: A s5 4 ,3// , ) Date ca led: N / ,! . Special instructions: 20 Date wanted: ci / /9 c 4 Re uester: Requester: P one: f34 / INSPECTION NO. C3 NL r,YC7 v'- 1 :`"•' r".:.:, 14S' LC.' dY�^ JE52C, y?: iv. 4:':: eFt.' a' P..Tf?ct:nrxlWxtew,rns!M1rc•.•:• INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dat E) Approved per applicable codes. Corrections required prior to approval. PERMIT NO. (206)431 -3670 Inspector: //L El $47.00 REINSPECTI • N FEE REQUIRED. Prjor to inspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. b-9 Receipt No: Date: Project: ,,,,,, (.04t...1 Type of Inspection. . Address: Date called: Special instructions: Date wanted: Requester: Phone: SPEC ION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ggaza PERMIT NO. (206)431-3670 Approved per applicable codes. I Corrections required prior to approval. COMMENTS: / 7,4u.... 2 , Date:91447 El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj • ct: t., r., r4. Type of Inspection: V ' S Ri ,.1 Ad •°• ss: Andive,fr Date called: q I : 5 - g 1 Special instructions: 2Id.i D` ( a,U.tywa_ yt1 d I _ , t_ Date wanted 7-q 41 L:1' Req ste: Phone 01,- 119 i "sbci- INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION S wq'1 — Cz 6300 Southcenter Blvd, #100, Tukwila, WA 98188 MI (206)431 -3670 COMMENTS: Corrections required prior to approval. El $47.00 REINSPECTION TE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Th • COMMENTS: 6 t ( Di1 - / " J I / � Z o j c D 43 6 " — i 4 . � - . � 0 E % Date called: _ Special instructions: Date wanted: tjalA (.: 0.4-1-7 rvi e'lr "--el .A e __ "a-7 `z i5S' --e f Phone: ... Project;! � IY `� /� 'j Type of Inspe .4 .Address: � 0 E % Date called: _ Special instructions: Date wanted: Cam' �7 p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. E Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: gF^• r^ .a - .:9 x. r. ". x.. r w ( ' ' a:.i ; ✓, :� 6. `. 'r G , _.,.:,.Fi -, v 7.0 a, n• ✓' , NNW iD Project Name t ° ,4 (' rr / T7 Address ,3 C. /4. l-4 W ' Suite # Retain current inspection schedule Needs sh inspection y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits:1 FINALAPP.FRM I City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief TZJKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. t ',t ) r T 'U t� i,2.., /?'' , i� 9 c Authorized Signature Da e Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 %- ' • •.. - / • • • 9ZOJ/ 666/ 8 h/44) d3S annular' •r Dtn. ') d6E gat SS L3 dig 9Ei0EE996Z MET 6665/LZ/60 Oct 13 99 04:01p .•- °A \ eNee ft .4 .4; •••■•••■■•••••■■■•••••••■••.■ po 61 TeglAri I • SCALE: 1/4" 1%0" David J. Greene • 425-74S-5296 t CcrN • BASS ELEVATION fUl ,/:// • F / " c.w(()Si<t ';' 8.°145 (01 pucum.14 41 '4 4 - 4 64''' 44 cA N'1,7' • CV: CEIVED CITY OF TUKWILA OCT 18 1999 PERMIT CENTER IAN 10 (I t • 11`4111.014.10 P. Sep 28 99 04:09p A • David J. Greene scr -- 4- ss Actsc‘A 4 .. mc -v ec :.: +con•: -s- 9.' • MA N.. s tits /M. Mina Mot 1e/61ti exvia sromaa rr rs•ti•�oas • � �aafm LK �•- F LOVE SW -•-- •---••• •.-.s, EXPIRES 4/4 GUITAR ACCESSORIES - WALL SECTION 09 -026 425 - 746 -5296 6 11 c. PA A 6 p.2 CIT y R OF E TUKwu ftlo x PERMIT CENTER 10/04/1.'J 11:13 2066336135 Oct 04 99 08:41a David DRYWALL J. Greana-. BASS ELEVATION SCALE: 1/4 1 . ..0 " -. • 425 (,) • r PAGE 02 p.2 ..... x::: r�:+ cit kaenN' w, wncHCew+. n.. ....•......- .....- .— ..._....._. ._ ... ... . 09/28/99 12:24 FAX 1 818 22,2 2344 BRACE TO STRUGT, ABOVE' W/ 3-5/b" /„....! 516105 0 32" O.G. 2 -5 5 /b" MTL 5TUO5 VV .4 -5 5 /b" MTL. STL'DS a EA, ENO IN HALLS 2 x2' ACOUSTIC TlL! PER SCHED. 112" =1' -0" Blake Shelters Architect Z002 3'-0' 2'x2' ACOU$TIG GEILIN6 TILE PER 504ED. CARPET OVER 5/6" GYP .50. PTV. PER SGHCD OVER 5 5 /b` MTL. STUDS 0 52" O.G. CARPET PER %NED. OYER 5/8" PLYWD, REGK ry OVER 5 5 /b" MTL, STJD 0 16" O.G. TRIM OVER CARPET PER SPECS GYP. BO, PTO. PER IN 5GHED. OVER G6X20 6A EOX SEAM SHELF DETAIL AT DRUMS 09/27/1999 13:03 2066330135 S.p 27 59 12339p ua.11d iff 111 J . urrmrir DRYWALL a<if PAGE 02 (s 4t 94 ( Dar e ftwi e "' vASs "I■i„,, 4 0 Q , 6,N ? Jets, • c/ 611 r Limel • •r • Project Info Project Address Date 131/7,11 '•6 iitlitotler Pot: 11 i— For Building Department Use RECEIVED LA CITY OF Tl1K1M AtIG 1 7 1999 Ili 1 / lVO `l e'l kC'I Ap licant Name: f 2''1f /e' lYi1 /'iM /'—• Applicant Address /4.// 4 ve ,S //- / S O7- Applicant Phone: (•liX' ?i? . el1 0/ Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Wafts per ft Area in ft Allowed x Area Covered Parking ri /Mlle 86)1W --- / /7/,5 /7 /7 S/7 Open Parking ‘2PP /(ftll(jt ff T xhAte Ate.s . /r 0.2 W/ft Outdoor Areas 0,2 W/ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If " From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts Location .. (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 0.2 W/ft Open Parking ‘2PP /(ftll(jt ff T xhAte Ate.s . /r 0.2 W/ft Outdoor Areas 0,2 W/ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Wafts for Interior Total Proposed Watts /—b •2,2„3 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Wafts x ft (or x If) Covered Parking 0.2 W/ft Open Parking 0.2 W/ft Outdoor Areas 0,2 W/ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Summary LTG -SU M Code 1997 Washington State Nonresidential Energy Project Description Compliance Option 1997 Was ' Eton State Nonresidential Ener. Code Com•lia- ' Form Compliance Forms ❑ New Building ❑ Addition Alteration ❑ Prescriptive I01 Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) First Edition • June 1998 P ERM) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Interl default table in the NREC Technical Reference Manual may also be used. Proposed Li i hting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) PTO osed Li h tin Watta a (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the P g g g d e f au lt t in the NREC Techn ical Reference Manual may also be used. Pro Li g g htin Wattae (Exterior) (May not exceed Total Allowed Watts for Exterior) Prifloptdo 1997 Washinnton State Nonresidential Ener Code Com•Iianc t Form Mechanical Permit P...- s Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms • MECH-CHK First Edition -June 1998 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1 through 14.3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used sole' r for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by Individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a build hg shall be considered as a separate zone. 1412.2 Dsadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwthin which the supply of heating and cooing energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buidings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes, 1412.3 Hum idly Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1, Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full bad demands of 2 kW (6,826 Bluth) or less may be controlled by readily aocessifie manual off-hour controls. 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power faiure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 14125 Hsat Pump Controls: Unitary air cooled heat pumps shat include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heal and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 14126 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 OperstIon: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. ti t{ ., a " sit '44 C. � .) 1: • 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the buiding's cooing loads. 1413.3 Intsgnted Operation: Building Heating Energy: Air economizers shall be capable of providing part ial cooling even when additional mechanical cooing is required to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required simutaneousy. Exception Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure se nsiive tape shat not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the buiding envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, at leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating surfaces to a minimum o f R-11 and any exterior envelope surfaces per Chapter 13. Outside air duct runs are considered building envelope unit they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut -off damper Once outside air ducts meet the above isted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other duds and plenums shall be thermally insulated per Table 14.5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 insulation: Piping shall be thermally insulated in accordance with Table 14-6. Exception: Piping instated within unitary HVAC equipment. Water pees outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (W AC 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualfy as a simple system, systems shall be one of the following: 1. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. At cooled, constant volume split systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply of less than 70 percent of the total air circulation. All other systems shall comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. Systems which provide heating and cooling simultaneously to a zone are prohibited. 1423 Economizsn: Economizers meeting the requirements of Section 1413 shall be installed on single package unitary fan-cooing units having a supply capacity of greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of at units without economizers shall not exceed 24 0,00 0 Btu/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1997 Washinnton State Nonresidential Ener Code Com•Iianc t Form Mechanical Permit P...- s Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms • MECH-CHK First Edition -June 1998 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1 through 14.3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used sole' r for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by Individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a build hg shall be considered as a separate zone. 1412.2 Dsadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwthin which the supply of heating and cooing energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buidings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes, 1412.3 Hum idly Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1, Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full bad demands of 2 kW (6,826 Bluth) or less may be controlled by readily aocessifie manual off-hour controls. 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power faiure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air Intakes. 14125 Hsat Pump Controls: Unitary air cooled heat pumps shat include microprocessor controls that minimize supplemental heat usage during start-up, set -up, and defrost conditions. These controls shall anticipate need for heal and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 14126 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 OperstIon: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. ti t{ ., a " sit '44 C. � .) 1: • 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the buiding's cooing loads. 1413.3 Intsgnted Operation: Building Heating Energy: Air economizers shall be capable of providing part ial cooling even when additional mechanical cooing is required to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required simutaneousy. Exception Economizers on individual, direct expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure se nsiive tape shat not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the buiding envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, at leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating surfaces to a minimum o f R-11 and any exterior envelope surfaces per Chapter 13. Outside air duct runs are considered building envelope unit they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut -off damper Once outside air ducts meet the above isted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other duds and plenums shall be thermally insulated per Table 14.5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 insulation: Piping shall be thermally insulated in accordance with Table 14-6. Exception: Piping instated within unitary HVAC equipment. Water pees outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (W AC 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualfy as a simple system, systems shall be one of the following: 1. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. At cooled, constant volume split systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or which have a minimum outside air supply of less than 70 percent of the total air circulation. All other systems shall comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. Systems which provide heating and cooling simultaneously to a zone are prohibited. 1423 Economizsn: Economizers meeting the requirements of Section 1413 shall be installed on single package unitary fan-cooing units having a supply capacity of greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of at units without economizers shall not exceed 24 0,00 0 Btu/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. 1 c7 f' 7ur TYPE pescrr.r ozro nt 4■1 vt6 .. - -.. 44-f WO "t d x gvA77s 7S = rip+i. X47 r$ *Spa/. $ 4 yaw uEer -mtemu aergror ' 0 4 11 4/ 4 Acc'Wc !a. (r)7So. Mr"' 0 a l'x s' fr...W4eSrevr aim,. S4tE3 03 z 78 6 x 6t = 572 w. 0 w. 2 GEM Z'x¢' ,r Cam) " r: ,1 CO Is la x 4 . 1692. w. Co P 1'x4' SoPAi 47 {rr:uot:, Ghvrs srtow floo,n (z) Fo3zT8 8 x 62- x it gG w, 0 — To E 6/eifr # ofor1 e.4.1/..s (1) 7510 3mg3o /1 2. x 7S = 8 4 4 ' . Q F l u.gs, ,euo,tescear Dfspjs ci-vi<iS (1),94a,rAx V x 40= 3 0 G Wer vser, GeN 0 Qi'E70 ff Cove car j Lifa4E j7 Cove" Oir cr. (2)FO327g 8 s. 62 - 49G w . 0 7 Gow VOLTA e' you .1 47 D1spc y e re cr. (t 7..OWf' 11 • S X •0 =- leo L/, 0 aweriti6 Rio cr. lTsw• 14tZtt- 16l44ot 1.4 - car. (1 )17So hill. 7-7 x l7s'w 4725w Q2 NaTE % EX 7 - Ek?ePuoiL. Afar O F- &ur tern. c -ntee ''G. — 23o RjvQoiVe 1 0mt,K ehe ?bKG✓ c.A, &AsfhVAG-tom 79188 4161i Tr G s0mM ® f)C7d4CS user ® Pi rrut i ul'eC• /rA'Z /2 7AU - Wal -C f4,J i /$4 ugwrago- r9 LC4f1Dr $$ D/ 4 6,t TrneG Get CWi4- ubN -7(/ G 134.#!;U.. S'• f07 = /3, SS Z wgrrs 17, 1.2., wA77s /7, S /7 56o. frr • • 17 S/7 ��• fi 0. La *#/q fT. 0 0 .4; En En v' 4 1997 Washin ton State Nonresidential Ener Code Corn • liance Form Mechanical Permi. lans Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms • MECH -CHK First Edition - June 1998 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1 through 14 -3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures angst, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function d providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124-1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the folbwi ng: 1411.4 Packs electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstated equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shal be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwihin which the supply of heating and cooing energy to the zone Is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buidings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that requite manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full bad demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessbie manual off-hour controls. 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power falure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion ak intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shal include microprocessor controls that minimize supplemental heat usage during start-up, set-up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage d heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h sh at have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each ak supply outlet or air or water terminal device shal have a means for balancing, including but nd limlied to, dampers, temperature and pressure test connections and balancng valves. 1413 Air Economizers 1413.1 Operation: Ak economizers shal be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling, 1413.2 Control: Air economizers shall be controlled by a control system capable d determining if outside ak can meet part or al of the building's cooing loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shal be capable of providing partial cooling even when additional mechanical cooing is required to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, dkect expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as folows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shal not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, ak leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 13.Outside air duct runs are considered building envelope until they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut -off damper Once outside ak duds meet the above fisted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other ducts and plenums shal be thermaly insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust ak ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermaly insulated in accordance with Table 14-8. Exception: Piping instated within unitary HVAC equipment. Water Ades outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (W AC 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To quaify as a simple system, systems shall be one of the following: 1. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. Ak cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or whic h have a minimum outside air supply d less than 70 percent of the total air circulation. All other systems shal comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shal be interlocked to prevent simulaneous heating and cooling. Systems which provide heating and cooling simulaneousy to a zone are prohibited, 1423 Economizers: Economizers meeting the requirements of Section 1413 shal be nstaled on single package unitary fan-cooing units having a supply capacity at greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of al units without economizers shal not exceed 240,000 Btu/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. p%1- EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 4 1997 Washin ton State Nonresidential Ener Code Corn • liance Form Mechanical Permi. lans Checklist 1997 Washington State Nonresidential Energy Code Compliance Forms • MECH -CHK First Edition - June 1998 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1 through 14 -3. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures angst, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function d providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124-1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the folbwi ng: 1411.4 Packs electric equipment providing both heating and cooling with a total cooling capacity greater than 20,000 Btu/h shall be a heat pump. Exception: Unstated equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shal be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees Fwihin which the supply of heating and cooing energy to the zone Is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buidings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooing thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that requite manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full bad demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessbie manual off-hour controls. 141 2.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power falure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion ak intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shal include microprocessor controls that minimize supplemental heat usage during start-up, set-up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage d heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h sh at have modulating or staged combustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each ak supply outlet or air or water terminal device shal have a means for balancing, including but nd limlied to, dampers, temperature and pressure test connections and balancng valves. 1413 Air Economizers 1413.1 Operation: Ak economizers shal be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling, 1413.2 Control: Air economizers shall be controlled by a control system capable d determining if outside ak can meet part or al of the building's cooing loads. 1413.3 Integrated Operation: Building Heating Energy: Air economizers shal be capable of providing partial cooling even when additional mechanical cooing is required to meet the remainder of the cooing load. Controls shall not preclude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, dkect expansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on cooling coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as folows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shal not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, ak leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating surfaces to a minimum o f R -11 and any exterior envelope surfaces per Chapter 13.Outside air duct runs are considered building envelope until they, a. connect to the heating or cooling equipment, or b. are isolated from the exterior with an automatic shut -off damper Once outside ak duds meet the above fisted requirements, any runs within conditioned space must comply with Table 14-5 requirements. Other ducts and plenums shal be thermaly insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust ak ducts not subject to condensation. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermaly insulated in accordance with Table 14-8. Exception: Piping instated within unitary HVAC equipment. Water Ades outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (W AC 51 -26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To quaify as a simple system, systems shall be one of the following: 1. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require only external connection to duct work and energy services. 2. Ak cooled, constant volume spit systems, which provide heating, cooling or both, with cooling capacity of 84,000 Btu/h or less. 3. Heating only systems which have a capacity of less than 5,000 cfm or whic h have a minimum outside air supply d less than 70 percent of the total air circulation. All other systems shal comply with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooing equipment serve the same temperature zone, thermostats shal be interlocked to prevent simulaneous heating and cooling. Systems which provide heating and cooling simulaneousy to a zone are prohibited, 1423 Economizers: Economizers meeting the requirements of Section 1413 shal be nstaled on single package unitary fan-cooing units having a supply capacity at greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of al units without economizers shal not exceed 240,000 Btu/h per building, or 10% of its aggregate cooling (economizer) capacity, whichever is greater. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and /or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only comfort conditions. p%1- Project Info Project Address Date S./ , q V t 2 o �tdo Ver p 4 - o f F or Building Department Use PPIVIlei Applicant Name:tpn A . what /• Applicant Address: /4(1 . rtd ri Aye S/ /.5-02, 4ea/r-c o r8io/ Applicant Phone: ( ) 302, 'no! Location (floor /room no.) Occupancy Description Allowed alts per ft Area in ft Allowed x Area spay Ill.: ( p nt-) Open Parking / • oo /7,5 - 71 /7 F/7 Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If " From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts 1 7, s77 W Location N /A Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 W/ft Open Parking 0.2 W /ft 2 Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W/ft Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed • • 1, 'ijotal proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1997 Wash in . tr±n State Nonresidential Ener • Code Corn . liance f'rm Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Project Description Compliance Option I ❑ New Building ❑ Addition Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and Installed lighting wattage is not being increased Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Maximum Allowed Lighting Wattage (Inter'. default table in the NREC Technical Reference Manual may also be used. Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) oi sk y I9M. 6eiwiaif fhe4 Fixture Description Number of Fixtures Z Total Proposed Watts may not exceed Total Allowed Watts for Interior 5q Watts/ Fixture 1 35 Total Proposed Watts Watts Proposed (tom '2/ %Tr /to, 208 W error 'Alteration ❑ Prescriptive 21 UgMing Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Use mfgr listed maximum Input wattage. For fixtures with hard -wired ballasts only, the def ault table in the NREC Technical Reference Manual may also be used (May not exceed Total Allowed Watts for Exterior) First Edition -June 1998 6 uv, /4, 148 WAPIE Use' LPA (Witt Use' LPA (W /ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet /conference /exhibition hall3" 2 - Assembly spaces ° , auditoriums, gym nasia theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants /bars 1 Cafeterias, fast food establish ments 1.5 Retail A' 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses", storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages Sao Secnon 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except m all concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office /administrative areas in facilities of other use types (Including but not Limited to schools, hospitals, institutions, museums, banks, churches) 1.2 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Note: If occupancy type is 'Other" and fixture answer is checked, the number of fixtures in the space Is not limited by Code. Clearly Indicate these spaces on plans. It not qualified, do LPA Calculations. Lighting Fixtures: all here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 'A 1997 Washington State Nonresidential Energy Code Compliance Forme 1997 Washin ton State Nonresidential Ener Code Corn ' fiance Form Lighting Summar back) 9 LTG -SUM Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting First Edition • June 1998 Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit PowerAllnwance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. RECEIVED 4. For all other spaces, such as seating and common areas, use the Unit Light PowerAllowance for assembly. CITY OF nIKWiL 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. AUG '" 2 1999 6. Includes pump area under canopy. PERMIT CENTER 7. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0,80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and RID merchandise display illuminaries are exempt. Retail 13 allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. • Lighting Power Allow ce Adjustments LTG -LPA 1997 Washington State Nonresidential Energy Code Compllence Forms 1997 Washin t ^ State Nonresidential Ener Code Com.Ifancg.g'omi Project Address 'Date Use this form tf you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the 'Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 bet or 20 feet) on which the adjustment is based. The Adjusted LPA 1s calculated from this number and from the Allowed Watts per square foot. Carry the Adjusted LPA to the corresponding 'Allowed Watts per ft location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft2 " Ceiling Height for this room Ceiling Height limit for this exception" Adjusted LPA Watts per ft " From Table 15 -1 based on exceptions listed in footnotes First Edition • June 1998 • • - u - LTG -CHK First Mon - June 1 9111 1997 Washington state Nonresidential Energy Cods CompNana Form. Project Address Date - The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) res no n.a. 1513.1 Local controVaccess Schedule with type, Indicate locations rem no n -a. 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations Yes no n.a. vertical glazing Indicate vertical glazing on plans yes no n.a. overhead glazing Indicate overhead glazing on plans via no n. a. 1513.4. Display /exhib/special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, Indicate location ram no n.a. (a) timer w /backup Indicate location rem no n.a. (b) photocell. Indicate location — 1513.6 inter. auto shut -off Indicate location rem no . a. a. 1513.6.1 (a) occup. sensors . Schedule with type and locations yes no n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans UGHTING WATTAGE (Sections 1520 -22 or 1530-32) rem ne Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture ELECTRIC MOTORS (Section 1511) yes no A.A. lElec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency I If "no" Is circled for any question, provide explanation: 1997.Washin on State Nonresidential Ene Code Com ance Form: RECEIVED c1TY OF TUKWILA AU G -- 2 1999 PERMIT CENTER 1997 Washin. Stet Non Id ti I E •■ Code Com .11 Lighting Permit Plans hecklist 1997 Washington State Nonresidential Energy Code Compliance Forms LTG-CHK First Edition .- June 1998 Lighting - General Requirements 1513 Lighting Contras 1513.1 Local Control and Accessibility: Each space, enclosed by wails or oelling-height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be reacily accessible, at the poirt of entry/exit, to personnel occupying or usingthe spaos. Exceptions: The fdlowing lighting controls may be centralized in remote locations: 1. Lighting controls br spaces which must be used • as awhde. 2. Automatic controis. 3. Contois requiting trained operators. 4. Controls for safety hazards and security. 1513.2 Arse Controls: The maximum lighting poser that may - be contoled from a single switch or aUtornatic control tiall not meal that which is provided by .a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided theinditidual swtches retain their capatility. tcrfunction independently. Circuit breakers may not - be used as the sdemeans-d switching. Exceptions: 1'. Industrial or manufacturing process areas, as may be required forproduction. 2. Areas less than five percent of the Wilding • footprint forfootprints over 100,000 ft 15133 Daylight Zone Control: M daytighted zones, as defined in Chapter 12, both under overhead glazing and adjacent b vertical glazing, shall be provided with indvidual contrds, or daylight- or occupant-sensing automatic controls, which control the lights independent of general area I ghting. 15134 Display, Exhibftion, and Spsdatty Lighting Controls: All dsplay, eihIbition, or sprbialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut-off Cortrole, Exterior: Exterior lighting not intended for 24-hour continuous use shall be automatically ssitched by timer, photocell, or a combination of timer and photocel. Automatic time switches shitl also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is internpted. 1513.5 Atitomatic Shut-Olf Contras, Interior: Office buildings greater than 25,000 ft and all school dassrooms shat be equipped with separate automatic controls to shut off tie lighting during unoccupied hours. Automatic contrds may be an occtpancy sensor, time swith, or other device capable of attomatically shutting df ighting. Exceptions: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the tighting., • 2. Emergency lighting systems. 3. Switchng for industrial or manufactuting process ' facilities as may be rewired forproduction. 15116.1 Occupancy Sensors: Occupancy sena= shall be capable of automatically tuning off all the lights In an area, no more than 30 minutes after the area has been vacated. 1513.1.2 AutornaticTkneSwitichiss: Automatic time switches shall have a minimum 7 day clock and be capable of being set for7 different day types per week and incorporate an automatic holiday ''shut-o11 ° featum which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have progtam back-up capabilities, Mich prevent the loss of progranond time • settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over-ride switching device which: a. is readtiy accessizle; b. is located so that a person using the device can see the lights or the areas controlled bythe switch, or so that the area being illuminated is annunciated; C. is manually operated; d. alows the lighting to remain on for no more than twa hours when an or-ride is nitiated; and e. controls an area not exceeding 5,000 ft or 5 percent of footprint forfootprirts over 100,000 ft whichever is greater. August 31, 1999 Daphne A. Tomchak ARCH I T E C T 1411 Fourth Avenue Suite 1502 Seattle Washington 98101 (206) 382 -9101 (206) 682 -3159 FAX e mail : daphnet @seanet.com Bob Benedicto City of Tukwila Department of Community Development 6300 Southcenter Boulevard, suite #100 Tukwila, WA 98188 RE Guitar Center , permit application number D99 -0266 correction sheet dated August 26 1. All the rooms noted as not having an acceptable means of second exit have a second egress into the Area of Refuge, noted on plans. It is my understanding that this new method is now allowed under the 1997 UBC to provide secondary egress. The demising wall between the showroom area and the Area of Refuge shall be changed to a 2 hour construction to comply with these requirements. Keyboards, room 115, is actually a part of the Sales 113 room— the entry into this alcove is 8', and there is a clear line of sight between the northwest door into Sales and the back door out into the Area of Refuge. 2. The insulation cited is not being used as insulation, but as a tackable surface only. It is not a foam or plastic, but a Dow Corning fiberglass product. 3. Attached please find the flame spread information requested. 4. All of the rack storage in the warehouse area is existing, and it's seismic design was approved under a prior permit. There is to be no work in this area under this permit application. Please call if you wish additional information. Thanks ark& - 7 - 44/0(44- T 77- CORRECTION LTR# RECEIVED CITY OF TUKWILA AUG 3 1 1999 PERMIT CENTER Pq3oar Dcbtin TUKWILA BUILDING DIVISION Plan Review Comments DATE: August 26, 1999 PROJECT: GUITAR CENTER PLAN CHECK: D99-0266 PLAN REVIEWER: Bob Benedicto 1. The means of egress design must show compliance with UBC 1004.2.2. Rooms 106, 113, 114, 115 and 117 do not. Please revise space plan as required. 2. Rigid insulation is specified for installation in walls and faced with "peg board". If the insulation is of the foam plastic type, it must be separated from the interior of the building by an approved thermal barrier. An approved thermal barrier must conform to the requirements of UBC Standard 26-2. Show compliance with UBC Chapter 26. 3. Textile wall coverings are proposed for various walls in interior spaces. Provide documentation to show compliance with UBC Section 805. "" AUG 30 '99 05: 04PM TUKWILA DCD/PW 1‘1101INID CITY OF TUKWILA AUG 3 1 1999 PERMIT CENTER AWNS •. AM • I .1 AM a • • MIMI 11=1•1••••• NI • • .1 OW comrneRcIA Tspirino company: Standard Method of Test for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source ASTM E 848-95a Material Tested: Crown Point Report Number 106731 Test Number 2729-1118 May 13, 1996 • Prepared for: Northstar Marketing, Inc. Dalton. Georgia Commercial Testing Company 9 7144 7 4 0 Jonathan Jackson President 08/30/1999 15:05 8187357923 umetiwar MUM" • RESEARCH • INOIH WINO 1215 S. HAMILTON ST. P.O. BOX 985 DALTON, GA 30722-0985 706/278-3936 GUITAR CENTER INC PAGE 04 RE00. WV / 1OG )999 PERMIT GEWER • Test Result: Wrr► w COmmERCIAL TESTIflG comnnr Test Procedure: Flammability was determined in accordance with 16 CFR Chapter II, Subchapter D, Part 1630, Standard for the Surface Flammability r)f Carpets and Rugs (Fir 1 -70), commonly referred to as the pill test. Terminology: For purposes of this test, an individual specimen meets the Tent Criteria if the charred portion does not extend to within 1.0 inch of the edge of the hole in the flattening frame. The Acceptance Criteria is based on at least 7 of 8 specimens meeting the Test Criteria in order for the material to conform to this standard. Material Tested: Identification Secondary Backing Report Number 106038 Test Number 2715 -0471 March 8, 1996 Northstar Marketing Inc. Dalton, Georgia Commercial Testing Company . 47/". Erse W. Miles, Jr. President L4ethenamine Pill Test — Crown Point — Woven Synthetic Sample selecnon and lel,,tifkation sere provided by the dlent, d s<e plan, if described In the referenced led procedure, was not necessanly Allowed. lirtr results prrsm,ed in this moot apply anly !n 11w samples tested and on not necnuorlly fns* othb ry' npparval laenueaf or steuetnr products. llifswart it proviakd/nr Me etc /mhr uw otitis citrus In wham it it nd&Lt.cted. 11 mite As sued In In ennwty to data prodigy, ,trcaprance firm duty constituted authorities. This nitwit or tits mew of oneucreial Te that t. wsn A a +aed ,mitt eny clrrvncshwces in adverlitlnS ro the general puhllc. TESTING • RESEARCH • IINOINIIIRINO 1215 S. HAMILTON ST. P.O. BOX 985 DALTON, GA 30722 -0985 706/278 -3935 08/30/1999 15:05 8187357923 GUITAR CENTER INC PAGE 05 Roll Acceptance Color # I #2 #3 #4 #5 #6 #7 #8 Criteria Earthtone _ 20585AA ; >3 >3 ; >3 >3 >3 >3 >3 >3 PASS • Test Result: Wrr► w COmmERCIAL TESTIflG comnnr Test Procedure: Flammability was determined in accordance with 16 CFR Chapter II, Subchapter D, Part 1630, Standard for the Surface Flammability r)f Carpets and Rugs (Fir 1 -70), commonly referred to as the pill test. Terminology: For purposes of this test, an individual specimen meets the Tent Criteria if the charred portion does not extend to within 1.0 inch of the edge of the hole in the flattening frame. The Acceptance Criteria is based on at least 7 of 8 specimens meeting the Test Criteria in order for the material to conform to this standard. Material Tested: Identification Secondary Backing Report Number 106038 Test Number 2715 -0471 March 8, 1996 Northstar Marketing Inc. Dalton, Georgia Commercial Testing Company . 47/". Erse W. Miles, Jr. President L4ethenamine Pill Test — Crown Point — Woven Synthetic Sample selecnon and lel,,tifkation sere provided by the dlent, d s<e plan, if described In the referenced led procedure, was not necessanly Allowed. lirtr results prrsm,ed in this moot apply anly !n 11w samples tested and on not necnuorlly fns* othb ry' npparval laenueaf or steuetnr products. llifswart it proviakd/nr Me etc /mhr uw otitis citrus In wham it it nd&Lt.cted. 11 mite As sued In In ennwty to data prodigy, ,trcaprance firm duty constituted authorities. This nitwit or tits mew of oneucreial Te that t. wsn A a +aed ,mitt eny clrrvncshwces in adverlitlnS ro the general puhllc. TESTING • RESEARCH • IINOINIIIRINO 1215 S. HAMILTON ST. P.O. BOX 985 DALTON, GA 30722 -0985 706/278 -3935 08/30/1999 15:05 8187357923 GUITAR CENTER INC PAGE 05 1994. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Table I. Floor Covering System Floor Covering: Identification: Crown Point Construction: Cut Pile Secondary Back: Woven Synthetic Total Weight: 57.8 oz/yd Floor Covering System: Application: Direct Glue Down Subfloor: GRC Board Adhesive: Parabond M433 '0.70 w r�1 0.20 Maximum Burn Distance (cm) Time to Flame Out (min) Critical Radiant Flux (W /cm standard eviation Average Critical Radiant Flux NFPA 101 Classification GSA Classification 120 1.10 t00 0.90 0.80 0.60 0.50 0.40 0.30 0.10 Table II. Teat kesult #1 47.1 00.5 0.39 Burn Distance, centimeters Color: Gray Roll Number: 1492AA #2 #3 51.6 53.1 66.2 78.6 0.33 0.31 0.34 W /cm Type IJ Class B REC C O (W 1lA puG 'i '19 peRvirr carrEIA t. canirPrei 4-9" Chamber Operating Conditions: Panel Temperature — 5o0°C Gas Glow — 0.18 CMH Propane Air Flow — 590 SCFH Heat Flux Transducer: Medtherm Model 64 -2 -20 Serial Number 92055 CaNbratton Factor — 0.2294 Data Calibrated — 4N5 . . NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ‘1 7,411411111111 _ l 0 10 20 30 40 50 80 70 80 90 10 1994. However, care must be exercised in their use as a material may be otherwise classified by the authority having jurisdiction. Table I. Floor Covering System Floor Covering: Identification: Crown Point Construction: Cut Pile Secondary Back: Woven Synthetic Total Weight: 57.8 oz/yd Floor Covering System: Application: Direct Glue Down Subfloor: GRC Board Adhesive: Parabond M433 '0.70 w r�1 0.20 Maximum Burn Distance (cm) Time to Flame Out (min) Critical Radiant Flux (W /cm standard eviation Average Critical Radiant Flux NFPA 101 Classification GSA Classification 120 1.10 t00 0.90 0.80 0.60 0.50 0.40 0.30 0.10 Table II. Teat kesult #1 47.1 00.5 0.39 Burn Distance, centimeters Color: Gray Roll Number: 1492AA #2 #3 51.6 53.1 66.2 78.6 0.33 0.31 0.34 W /cm Type IJ Class B REC C O (W 1lA puG 'i '19 peRvirr carrEIA canirPrei 4-9" t. Introduction: This test report is a presentation of results of a flammability test on a material submitted by Northstar Marketing, Inc., of Dalton. Georgia.. The test was conducted in accordance with the American Society for Test and Materials fire test response standard E 648 -95a. Critical Radiant Flux of Floor - Covering Systems Using a Radiant Heat Energy Source. This method is sometimes referred to as the flooring radiant panel. This teat method, which has been approved for use by agencies of the Department of Defense and for listing in the DoD Index of Specifications and Standards, is technically identical to the method described in NFPA Number 253. It measures the critical radiant flux at flame- out of horizontally mounted complete flooring- covering systems that duplicate or simulate accepted installation practices. Tests on individual components are of limited value and are not valid for evaluation of floor - covering system. This standard should be used to measure and describe the response of materials, products. or assemblies to heat and flame under controlled Iaboratory conditions and should not be used to describe or appraise the fire- hazard or fire -risk of materials. products, or assemblies under actual fire conditions. However, results of the test may be used as elements of a fire- hazard assessment or a fire -risk assessment which takes into account all of the factors pertinent to an assessment of the fire hazard or fire risk of a particular end use. Purpose: The flooring radiant panel test measures the level of incident radiant heat energy at flame- out of a floor- covering system. It provides a basis for estimating one aspect of fire behavior of systems installed in corridors or exitways. Imposed radiant flux simulates thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames or hot gases. or both. from a fully developed fire in an adjacent room or compartment. Test Procedure: A gas and air fueled radiant heat energy panel Is mounted in the test chamber at a 30° angle to the horizontal plane of the specimen. The panel generates an energy flux distribution ranging along the length of the test specimen from a nominal maximum of 1.0 W/cm to a ininimurn 01 0.1 W /ctu Air flow through the chamber is controlled at a velocity of 250 feet per minute. The teat is initiated using a gas pilot burner brought into contact with the specimen and extinguished after a specified ttni.e. The floor- covering system, fully described in Table 1. is tested in triplicate, each specimen measuring 20 cm wide by 100 cm long. Prepared specimens are conditioned a. minimum of 96 hours in an atmosphere maintained at 71 ± 2 °F and 50 ± 3% relative humidity. Chamber operating conditions are verified on the day of the test by measuring the flux level at the 40 em mark. An incident flux level of 0.50 ± 0.02 W/ cm? indicates proper operation and calibration of the test chamber. Specimens are placed in the chamber and allowed to preheat for 5.0 minutes followed by a 5.0 minute application of the pilot burner. The specimens are allowed to burn until they self- extinguish, at which time they are removed from the test chamber and the farthest point of flame propagation Measured. The critical radiant flux is determined from the flux profile determined during calibration of the test instrument. Test Result: The teat result is presented as the average value of the three specimens tested expressed in terms of Critical Radiant Flux in units of W /cm All pertinent individual spectnaen data are presented In Table II. The flux profile shown in the figure Is typical of that determined during calibration of the flooring radiant panel instrument used for this teat. The general classification for the floor - covering system identified in this report is based on criteria published in the NFPA 101 Lye Safety Code. The GSA classification le based on criteria published In Amendment 6 to GSA Solicitation Number 3FNH -92- F3O1 -N, effective j jsinm ! Tic 08/30/1999 15:05 8187357923 • •?s! r ,,, pERMI'r cagell GUITAR CENTER INC PAGE 06 • 1. Provide Washington State registered architect's stamp & signature on all architectural sheets. 2. "Cloud", "Flag" and date redline revisions. 3. Provide the following information to show compliance with the lighting & control provisions of the, Washington State Nonresidential energy code: Provide lighting wattage (lamp & ballast) for each fluorescent fixture scheduled. • Provide maximum UL listed wattage for unballasted fixtures regardless August 30, 1999 Blake Shelters 4764 Park Granada, Sutie 101 Calabasas, CA 91302 Dear Mr. Shelters: City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0266 Guitar Center 230 Andover Pk W If you have any questions, please contact me at (206)431 -3672. Sincerely, % /Jg Brenda Holt Permit Coordinator encl xc: File No. D99 -0266 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director This letter is to iriform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 • ( TUKWILA BUILDING DIVISION Plan Review Comments DATE: August 26, 1999 PROJECT: GUITAR CENTER PLAN CHECK: D99-0266 PLAN REVIEWER: Bob Benedicto • 1 . The means of egress design must show compliance with UBC 1004.2.2. Rooms 106, 113, 114, 115 and 117 do not. Please revise space plan as required. 2. Rigid insulation is specified for installation in walls and faced with "peg board". If the insulation is of the foam plastic type, it must be separated from the interior of the building by an approved thermal barrier. An approved thermal barrier must conform to the requirements of UBC Standard 26-2. Show compliance with UBC Chapter 26. 3. Textile wall coverings are proposed for various walls in interior spaces. Provide documentation to show compliance with UBC Section 805. August 4, 1999 , Blake Shelters 4764 Park Granada, Suite 101 Calabasas, CA 91302 labivet City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0266 Guitar Center 230 Andover Pk W Dear Mr. Shelters: John W. Rants, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 2, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Bob Benedicto, Senior Plans Examiner, at (206)431 -3676, if you have any - questions regarding the attached. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0266 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 ATTENTION p 4 PROJECT JUL -30 -1999 10:11 FROM A &F CONSULTING ENGINEERS TO 12066823159 P.01 A & F CONSULTING ENGINEERS IS$72 SHERMAN WAY REUDA. CALIFORNIA 91330 -4143 CONSULTING ELECTRICAL ENGINEERS FACSIMILE COVER LETTER DATE � , TRANSMITTED TO Aff. AWN, 710W7;_f ,( DESCRIPTION �/1 � G/ # 7Y & (.0.09 TRANSMITTED BY 4li+1Y04* 4 /0 , 97 - Pio-PP +� c w O /r, t.1.t4a- 31, c24304 S. esaysir*b. .9.414ar. " REMARKS f ewto 0v7 /34.4 . , /7, $/ 7 taus is) lee -s270 . G6r, . '4 3- . = /4, OAP tci /7, 51796_ , - )c /1 • Iru7o/ fr TOTAL PAGES TRANSMITTED 9 INCLUDING THIS PAGE PLEASE CALL IF YOU DO NOT RECEIVE TOTAL PAGES igtx �a4 6j lla2 - S /S. PAMS1S) roe -Teas art Iv A LA 199 PGD„A1T (ENTER FAX (818) 708 -7905 TOTAL P.01 DEPARTMENTS: Buil Ing"Division t�IG 10 -S Public Works Complete Comments: \PRROUTE.DOC 5/99 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Approved n Approved with Conditions Qt , Ptironi÷ GmoYd. ca �pv� PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: D99 -0266 PROJECT NAME: GUITAR CENTER Original Plan Submittal DATE: 10 -01 -99 Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued Planning Division Permit Coordinator >Is, DUE DATE: 10 -05 -99 Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 -02 -99 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved U Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DEPARTMENTS: ug i din Divisio Public Works \PRROU1 E.DOC 5/99 ft perrn acordt • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0266 DATE: 8 -31 -99 PROJECT NAME: GUITAR CENTER Original Plan Submittal Response to Incomplete Letter# XX Response to Correction Letter # 1 Revision # _ After Permit. Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete TUES /THURS ROUTING: Please Route vj Structural Review Required Approved n Approved with Conditions Planning Division ri Permit Coordinator DUE DATE: 9 -2 -99 n Not Applicable ri Comments: No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 9 -30-99 Approved ri Approved with Conditions n Not Approved (attach comments) u REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D99 -0266 DATE: 8 -17 -99 PROJECT NAME: GUITAR CENTER Original Plan Submittal XX Response to Incomplete Letter # 1 Response to Correction Letter # _ Revision # _ After Permit Is Issued DEPARTMENTS: B i( Division Public Works ll�'t� n1, I --14 Pero- C CAP PLAN REVIEW /ROUTING sLIP Fire Prevention y Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V Incomplete Comments: TUES /THURS ROUTING: Please Route V'RKOUIE.DOC 5/99 Structural Review Required /may Planning Division 1 .. f - I� / Permit Coordinator DUE DATE: 8 -19-99 Not Applicable No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 9-16-99 APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) rat i w1.. d -' --'q REVIEWER'S INITIALS: DATE: 14 CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: vdt Complete TUES /THURS ROUTING: Please Route n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved Approved n Approved with Conditions \PRROUI [.DOC 5/99 Ccod. PLAN REVIEW /ROUTIN DEPARTMENTS: Bu5 laing Division KI Fire Prevention Plan ing Division /Male &3' 7 Awx 8 "" - 3-11 P blic orrllll f ss Structural n Permit Coordinator CORRECTION DETERMINATION: DUE DATE i :'4�'2M1's'a- :rS`�,'ft'.`l t ° Y`,'•'•': t b4 �:; ACTIVITY NUMBER: D99 - 0266 DATE: 8 - - PROJECT NAME: GUITAR CENTER XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ Revision # _ After Permit Is Issued DUE DATE: 8 -3 -99 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete gi Comments: Not Applicable No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE 8-31-99 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) U REVIEWER'S INITIALS: DATE: .'k Revision No. Date Received Staff 1 Date Initials I Issued Staff Initials Staff Initials 1 I 1 0 — I- 06 1 • Received By: Summary of Revision: liteIr1� (� . a - *au r - i1 a , ' a etai 1 fv --the n -the building. i n . of g Received By: Received By: Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials Summary of Revision: I Received By: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: 4- PROJECT NAME: @701 Site Address: a30 nieJf over- K REVISION LOG PE o. PER4LT NO :. Original Issue Date: (please print) (please print) (please print) (please print) (please print) City of Tukwila Sheet Number(s): � 1 4? • ( ( ) G. 1 "Cloud" or highlight all areas of revision including date of revision a Received at the City of Tukwila Permit Center by: 6 Entered in Sierra on John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (0 _1 '"cl 1 Plan Check/Permit Number: 0 Response to Incomplete Letter # 0 Response to Correction Letter # Revision # / after Permit is Issued Project Name: (ru ∎'kcv C ev�4e' Project Address: 92° Avta0042e / %* U Contact Person: t, ) .eu.1 £ I3ct , 4. Phone Number: ) o - a Summary of Revision: e -Re. oZ 4oc4•- et...q(( aa6b RECEIVED CITY OF TUKWILA OCT - 1 1999 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: pq Q2 0 Response to Incomplete Letter # IC Response to Correction Letter # 0 Revision # after Permit is Issued Project Name: Project Address: Contact Person: Phone Number: Summary of Revision: r o uvl d, It $( Q Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (" Entered in Sierra on 15"31"11 btiet cm? of TOW L A n af,t`, p i� PER 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Date: 8. -l_c1 C City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # ' ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: G7ut Ccr-ke,r Project Address: .D3z erroch 22 QQn q Contact Person:�Y! TOWt* Phone Number: '/U v i 10 1 Summary of Revision: i r to loiter'` 0.4-94T re igte of utoktme icetton. , f-fm * Tyn • o21do gy Entered in Sierra on " ( 1 ' / Plan Check/Permit Number: C"1'1 ' OD John W. Rants, Mayor RECEIVED r �F YMCA AUG 17 1999 PERMIT utN? Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 Fire Department Review Control #D99 -0266 (512) s August 10, 1999 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Re: Guitar Center - 230 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number 2 C- City of Tukwila Fire Department Thomas P. Keefe, Fire Chief 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) Obstructions,' including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575 4439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 3 to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the,Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 John W. Rants, Mayor Thomas P. Keefe, Fire Chief City of Tukwila Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, cc: TFD file ncd t c5k 57Z.- The Tukwila Fire Pre C ention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 REGISTERED AS PROVIDED BY LAW CONST CO NT GENERA l REGIST. # EXP. DATE CCO1 ID EALIIO26DC 02/17/.2000 t, t `EFFECTIVE-_ DATE :03/03/1998 IDEAL+ INTERIORS INC • PO BOX 7772498177 =0724 SEATTLE WA •z_ REGISTERED AS PROVIDED BY LAW - CONST:CONT GENERAL ` t REGIST. # EXP. DATE.,, _ CCO1 IDEALIIO26DC 02/17121100 EFFECTIVE. :DATE. , • 04/03/199.8 IDEAL INTERIORS INC PO: BOX 77724 SEATTLE WA , 98177 -0724' •'�y- +• 2A 1 O 10' -0 10-6 { 3'-b' ' -0' 5-E' �aE s GONTEN?ORA�. KE 6 6OAR^✓S KEYBOAR .. 3 'WAREHOUSE -- RECEIVED t CIN OF TUI(WIL4 l - . 1l i ta t ii1�,��� R r OCT i 5999 . A E I M 1, V -; PERMIT CENTER STAR CENT 1 ILP., "VVA I AREA 0= R =V= - STRIP=_ Vv YARNING 55 ;512 `A_ Fi. RECCIREO -, 524 50 =7 PROVI0E0I 5 O - E.t 57 OhE- A'' L 0,57NG ONE - A0_.+LEN RE'S'._ SPADE NO' 5C0=E 0G d,OES LEGEND f 1 Linder'_ -I I's I '=ck approvals subject :+ c- ; ..ena and eppm, , plans doss not authorize the Cal of ery adapted code or ordina ?Lflb RENS Of contra::, Copy ci approved yard RftgardYld. -_ B // '/5 mac/ I EXISTINS SNAL.L s - EXI511N5 ONE HOUR WALL NEW LUAU NE/1 2 HR. WALL CONSTRUCTION - FULL_ HEt6H7 . NEW FRILL HEI61-17 WALL — - -LINE OF OP-J TS OVERHEAD AREA -0, REFUGE CITY Of Th WILA APPROVED OCT 0 6 1999 ttOk ■ BLAKE SHELTERS ■ A California Corporation 4764 Park Granada. Suile101 Calabasas, Califomia 91302 Tel_ 818 - 222 -2288 Fax: 818-222 -2344 REVISION O'YJNERS REVIEW/ . 7.20.44 BLDG. DEFT SUBMITTAL BLDG. DEFT. CORRECTIONS 4/1/44 /2 CONSTRUCTION REVISION5 4/26744 • DATE !_5T � •• _LOO._ ARCHITECTURAL LEGEND WALL SECTION SEC' ON o N IF EATON MASER F a WHERE SECTION S DRAWN INTERIOR E EVATION ElLARGED PLAN OR DETAIL DOOR NAEBR RODM weal (1005) DETAIL ___ IDENTrFCAT ON SHEET H,RE DETAIL 5 DRAW EXIT LIGHT WITH DIRECTIONAL ARROW OJER�EAD EX _ ^-:' MIN .• _OA EVE, EAT = 5' mAN REVISION RARER REVSION UX.S_G'."IV MEMBERED ROOM T. ROOM NAME ROOM NUMBER F-OOR WINDOW TAG REFER TO SHEET 4'1 CONSTRUCTION NOTE 516N TAG REFER TO SHEET A FRE EXTINGUISHING CABINET PORTABLE FIRS ExTINGU5:3R oieRm05TAT EXIST, WALL TO REMAIN NEIN WALL 2 NR SEPARATION YW1- 90 MM 09506 NEW FULL IEEHT WNW_ I° 1 1 r 7:1 PLAN The Musician's Choice SECTION EARTH FYL L 21= VIM nix RH, GRAVEL CONCRETE PRECAST CONCRETE STOIC COIY.RETE MASONRY BRICK MASONRY ACOUSTICAL TILE BATE INSULATION RIGID INS/AT. AIUHINA4 GLASS PLASTER/METAL LATH GYPSUM BOARD PLYWOOD YDOD FINISH PEG BOARD SLO'rHLALL FRP fDF WOOD BLOCKING CONTINILUS WOOD BLOCKING METAL 5n.D5 /GP3Mt BOARD CERAMIC TILE taro; um SHADED PORTION 15 THE SIDE CONSIDERED ROLL DOM WIIDOM x. ---- F ---' X -- X X CHAIN UNC FENCE uitor enter j SCOPE OF WORK I I -HE PRO•ECT CONSISTS PRIMARILY OF THE DEVELOPMENT OF A TENANT IMPROVEMENT FORA RETAILER OF MUSICAL EQUIPMENT AND ACCESSORIES. THE SCOPE INCLUDES THOSE MATERIALS AND LABOR AND SUPERVISION TO fr IN PLACE THE COMPLETED STORE AS INDICATED IN THESE CONSTRUCTION DOCENTS. MANY MATERIALS ARE PROVIDED BY THE RETAILER. SOME PRODUCTS ARE DIRECTED PURCHASES WHERE THE CONTRACTOR 15 TO PURCHASE FROM A VENDOR SELECTED BY THE RETAILER. THE RETAILER MAY HAVE OTHER CONTRACTORS WORKING ON THE PROJECT WHILE CONSTRUCTION UNDERWAY, THE CONTRACTOR IS TO COOPERATE IN EVERY MANNER WITH SUCH L,REGT CONTRACTORS. FIRE SUPPRESSION SYSTEMS, THE SPRINKLERS, ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AS A DESIGN BUILD SUBCONTRACTOR. TIMELY EXECUTION OF THE PLANS AND THEIR SUBMITTAL TO THE APPROPRIATE GOVERNMENTAL AGENCY ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR THE CONTRACTOR IS TO PROVIDE THOSE ITEMS RELATED TO WARRANTY AND OPERATION AS INDICATED IN CONTRACTS AND IN THESE CONSTRUCTION DOCUMENTS. THE "TIMELY" ACQUISITION OF THE "CERTIFICATE OF QCC'.PANCY" IS OF CRITICAL_ IMPORTANCE TO THE RE T A = - 'D CONSEQUENTLY THE GENERA! CONTRACTOR. to VICINITY MAP LOCATION MAP 230 ANDOVER PARK WEST TUKWILA, WA 98188 TENANT IMPROVEMENT 3. II. RESPONSIBILITIES THE RESPONSIBILITY OF THE CONTRACTOR INCLUDES, BUT 15 NOT LIMITED TO THE ITEMS NOT LISTED BELOW. THE CONTRACTOR SHALL PROVIDE ALL COMPONENTS AS REQUIRED UNDER OTHER SECTIONS OF THE PLANS AND SPECIFICATIONS AND AS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION. NOTES: 1. CONTRACTOR TRADE PERMITS AND ALL ASSOCIATED CONTRACTOR RESPONSIBLE FOR INSPECTIONS SUB - BUSINESS LICENSES. 2. CONTRACTOR TO PROVIDE ROUGH -INS AND CONNECTIONS. 3. CONTRACTOR TO VERIFY ALL REQUIREMENTS WITH LC:., AUTHORITY. CURBS AND GUTTERS LANDSCAPING AND IRRIGATION PAVING PERIMETER FENCING SANITARY/WATER/STORM SEWER SITE4ORK CONC. UTILITY PADS SIGNAGE HANDICAPPED SIGNS PYLON AND BUILDING DIRECTIONAL ADDRESS CONCRETE FOUNDATION AND FLOOR SYSTEM CONCRETE 'TOPPING SIDEWALKS • MASURY DUMPSTER ENCLOSURE INCLUDING REINF 5. METALS RAILS STAIRWAYS PIPE BOLLARDS 6. WOOD AND FU..71. CUSTOM CASEWORK FINISH CARPENTRY MILLWORK • T.RmAL AND MOISNiE PROTECTION ROOF ING INSULATION FIRE STOPPING CAULKING GUTTERS/DOWNSPOUTS/FLASHING /SHEET METAL PIPE INSULATION 8. DOOR AND HARDWARE DETER ECBO SECURITY SYSTEM INTERIOR WOOD DOORS FINISH HARDWARE ALUMINUM STOREFRONT ALUMINUM WINDOWS STEEL ENTRY DOORS HOLLOW METAL OFFICE DOORS OVERHEAD SECURITY GRILL DOOR HANDLES 6 LOCKS FOR HOLLOW MTL OFFICE FINISHES CARPET CERAMIC TILE DRYWALL AND TEXTURING PAINTING RESILIENT FLOOR TILE SUSPENDED ACOUSTIC CEILING TILE VINYL BASE AND ACCESSORIES CARPET WAINSCOT SLOTWALL PEGBO EXTERIOR STUCCO WALL AND PARAPETS EXTERIOR STUCCO SOFFIT 10 MI.ELLANF:gS SPECIALTIES ACCESS DOORS BATH ACCESSORIES FIRE EXTINGUISHERS AND CABINETS LOCKERS WORKROOM SHELVING INTERIOR SIGNAGE /DIRECTIONAL GRAPHICS CORNER GUARDS EGUIPMENT OFFICE EQUIPMENT SAFE VENDING MACHINE WORK TABLE 12. FURNISHINGS FURNITURE PREFABRICATED C.AS:WORK 15. SPECIAL CONSTRUE 20N NOT USED 14. CONVEYANCE SYSTEMS NOT USED M iuuu•u .1311•111•111111111111 +81 •IDEIMMI■ 1881111•1 GECRAL CONDITIONS BUILDER'S RISK INSURANCE GENERAL LIABILITY INSURANCE PAYMENT AND PERFORMANCE BOND MATERIAL TESTING SURVEYING /CONST UCTION STAKING ONLY FINAL GLEANING PERMITS AND FEES BUILDIN PERMIT • (5va095617,,35Nr9AcTOR PAY S) TRADE PERMITS • SITE SECURITY ■ STATE AND LOCAL TAXES • 2. SITEMDRK • ■ ■ ■ ■ ■ ■ • • ■I DOORS ■ ■ ■ ■ ❑Io .M •. MMEEICIMMENN MM0 ■MME 15. MECHANICAL FIRE SPRI SYSTEM 1 S 15 • • iNAC PA CKAGE !NITS - DESIGN P.;11 L'J = =ODD IM MGT WORK MMENEM PLUMBING FIXTURES ■ ■ I6. ELECTRICAL FIRE ALARM SYSTEM II!88II� TELEPHONE EQUIPMENT TELEPHONE WIRNG JACKS •• DD•• ■ LIGHT FI::nIRES N0011101111111•111 EXTERIOR ••00•0• INTERIOR •.00•0. EMGEN 11•00111101111 EXIT ER III]00M0N ELECTRICAL GONDUIT 1011111 ALARM SYSTEM DRAWING INDEX PROJECT DATA ARCHITECTURAL ADORE. TI .1 COVER SHEET TI.2 GENERAL NOTES a ABBREVIATIONS AI.1 EXISTING SITE PLAN AI.1 HAND IG AP N OTES A 2 FLOOR PLAN A22 REFLECTED CEILING PLAN A5 WALL SECTIONS A4 ) GUITAR ELEVATIONS A4.2 AMP DEMO E BASS ELEVATIONS A43 RECORDING, PRO AUDIO 4 SALES ELEVATIONS A44 CONTEMPORARY KEYBOARDS, 0.1_ RECORDING E KEYBOARDS ELEVATIONS A45 DRUMS a CYMBALS ELEVATIONS A4.6 ACOUSTICS, VINTAGE E DEMO ELEVATIONS ASJ ENLARGED PLANS AND DETAILS Ab FRAMING DETAILS A6.2 CEILING DETAILS A6.3 PEGBOARD 5 SLOTWALL DETAILS A6.4 GYP. BD. 6 MISCELLANEOUS DETAILS A6S CEDAR DETAILS A6.6 DOOR DETAILS All DOOR E WINDOW SCHEDULES E DETAILS Al FINISH SCHEDULE A8.1 SPEGIFIGATIONS A8.2 SPEGIFIGATIONS ELECTRICAL E10 LEGEND,GENERAL .NOTES E20 LIGHTING PLAN E3.0 POWER PLAN E40 SIGNAL PLAN ESC SCHEDULES E60 SINGLE LINE DIAGRAM AND DETAILS E70 ELECTRICAL SPECS PLUMEsING PI PLUMBING PLAN MECHANICAL M -I HVAG FLOOR PLAN VENDOR LIST HVAG UNITS LENNOX INTERNATIONAL 2100 LAKE PARK BOULEVARD RICHARDSON, TEXAS T5000 I- 800 -367 -6285 CONTACT: STEVE FRIGKY LIGHTING FIXTURES SPECIALTY STORE LIGHTING 35 INDUSTRIAL PARK RD., 4 10 L2NTERBROOK, GT 06409 1 -860- 161 -0110 CONTACT: MARYANN EKES LOCKS a LOCKING SYSTEMS LOGKNET 100 GOURGHELLE DRIVE NICHOLASVILLE, KY 40356 8OO- 881 -4301 x119 GONTAGT: LORAINE ELLIS STOREFRONT /INTERIOR GLAZING VISTA -WALL P.O. BOX 629 AIRPORT ROAD TERRELL, TX 15160 1 -800- 869 -4561 www.vistawallcom CONTACT: CHARLES BARKER (LA. REP_) 1 -800- 321 -1411 OR 1-909 - 886 -5330 STORE CABINETRY SHELVING a FIXTURES POLLACK STORE FIXTURES 8912 SEPULVEDA BLVD. NORTH HILLS, GA 91343 I -818- 892 -8601 CONTACT: ERNIE POLLACK STORE PROTECTION ENGINEERED PROTECTION SYSTEMS, INC. 515 SOUTH ANDERSON 5T. LOS ANGELES, GA 90033 I -500- 521-1955 CONTACT: STEVE APPEL ROLLING SECURITY GATE MOBIFLEX 1402 PINE AVE, SUITE 688 NIAGARA FALLS, NY' 14301 1 -500- 986 -3539 CONTACT: KEN GRAHAM PEGBOARD CARDINAL INDUSTRIES 31 W. 150, RT 64 ST. CHARLES, IL 60115 1- 630 -513 -5400 CONTACT: DAVID BALDWIN FRP E SLATWALL MARLITE INDUSTRIES 15120 MARQUARDT A,. SANTA FE SPRINGS, GA 90610 I -562- 926 -7208 CONTACT: "GULLY" CARPET/TILE NORTH STAR MARKETING P.O. BOX 4327 DALTON, GA 50116 1-106- 217-1950 CONTACT: RON CHADWICK CITY OF TUKWILA APPROVED S_P 0 3 1999 AS r,O•_r RE.ViaiONJ NO CHANGES SHALL BE MADE TO -E SCOPE OF WORK WITHOUT PRIOR OF TUKWILA BUILDING USE GUITAR CENTER 230 ANDOVER PARK WEST TUKWILA, WA 98158 LEGAL DESCRIPTION: TAX LOTS 0223100010 THAT PORTION OF TRACT 1, A,•1DOVER INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE (5) 68, IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF A LINE DRAWN PARALLEL WITH THE SOUTH LINE OF BAKER BLVD AND 459 FEET SOUTHERLY THEREOF WHEN MEAS. /RED PERPENDICULARLY_ c E SEATTLE FUR EXCHANGE O. BOX 88159 SEATTLE, WASHINGTON 95155-2159 CONTACT: BILL KENNEY DIRECTOR OF OPERATIONS PHONE NO: 425) 251 -3100 TENANT: GUITAR CENTER 5155 GLARETON DRIVE AGOURA HILLS, GA 91301 CONTACT: DAVE DIMARTINO TEL (818) - 35 -8888 x 249 MGM (TUKWILA COMMERCIAL) OCCUPANCY GROUP: M/5 (R- FT,AIU OCCUPANCY SEPARATION NONE AREA SEPARATION: 2 HOUR TYPE OF CONSIR C ION: III - N FULLY SPRINKLERED BALDING AREA: 17511 50. FT. BUILDING !EIGHT: 45 FT FIRE RESISTIVE REcoiREHERTs: NONE CODE RESIJIR@8R': TOTAL OF 3 EXITS RE DESIGNER 1944 UEG 993 JMC 1996 NEC 1996 NSPC CONTACT. ELECTRICAL ENGINEER: CONTACT: FUMING CONTACT: MECHANICAL E SWEET: CONTACT: - ,,RPTE PERMIT _ _:::;a.ED F a: V. sr:. J • , :: TELL., DIVISION FILE COPY authorize the violation c. , • ., _ or f contactors cf approved EXITING RETAIL OCCUPANCY RETAIL OCCUPANCY PER UBC 1991, CHAPTER 10. USE RETAIL 12966 5F / 30 432 2 (2) 120 FT 12 Fi OFTTE 511 5F / 100 511 (2) 055 FT RESTROOMS, H32 SF CORRIDORS, ETC. TOTAL AREA OGG. OGG- OGG. REQUIRED PROVIDED FACTOR LOAD FACTOR EXIT WIDIN EXIT WIDTH 14,309 5F AREA OF REFUGE IS EOUAL TO 100% OF OCCUPANTS 5 SQ. FT PER PERSON = 1,312 5Q. FT. (SEE A2.1) 4313 7.285 FT 12 FT EXITING WAREHOUSE OCCUPANCY WAREHOUSE OCCUPANCY PER UBC 1941 CHAPTER 10. AREA .Y.'. QCG. OCC. REWIRED PROVIDED! F n - HUM TOR LOAD FACTOR EAT WIDTH EXIT W WAR 13 HA/REHOUSE 3,34 SF /300 10.45 (2) .174 FT 3 FT DATA ROOM, 74 N/A WA ETC. TOTAL 3 ,205 SF 1045 174 FT 3 FT 3 390,0E0 CONSULTANTS BLAKE SHELTERS 4764 PARK GRANADA, STE 101 CALABASAS, GA 91302 BLAKE SHELTERS TEL: (518) 222 -2288 A 6 F CONSULTING '$LEG' 18512 SHERMA WAY RESEDA, CA. 91355 ALEX ANTONIO TEL: (515) 108-8210 PIC. ENGINEERING 6900 CANBY AVENUE, STE IOU RESEDA, GA 91335 MARTIN OSTLER TEL. (31E4 344 -2562 MO. ENGINEERING E 101 RESEDA, AVENUE ST. RC - SEA, GA 9 MARTIN OSTLER TEL. (518) 3442562 ,NEERS BLAKE SHELTERS REVISION T\. OWNER'S REVIEW/ BLDG. DEPT, SUBMITTAL =1'L. Lfr.#i A California Corporation 4764 Park Granada, Suite101 Calabasas, California 91302 Tel: 818- 222 -2288 Fax: 818-222 -2344 GUITAR CENTER - 1 - 1.11 , <W1 LA, WA. T1.1 COVER SHEET DATE 20P RECENEO CITY OFTUI(N/ILA GENERAL CONDITIONS PERMITS AND FEES GENERAL NOTES CONTRACTOR AND SUBCONTRACTOR WILL CONFORM TO 'GENERAL TERMS AND CONDITIONS DOCUMENT FOR ALL PHASES OF CONSTRUCTION SAFETY, PAYMENT, AND PROJECT PROCEDURES. CONTRACTORS MUST CONFORM TO GENERAL CONDITIONS, SECTION 0.1, SCHEDULE OF VALUE REQUIREMENTS FOR ALL APPLICATIONS FOR PAYMENTS. THE CONTRACTOR. SHALL APPLY FOR AND PAY FOR ALL UTILITY METERS, PERMITS, SEWER CHARGES AND THE LIKE. BUILDING PERMITS, SEWER CONNECTION CHARGES AND OTHER CITY, COUNTY AND STATE CHARGES IN CONNECTION WI ALL OF CAR' WORK SHALL BE AN EXPENSE REIMBURSABLE TO T HE CONTRACTOR ERS BY THE OWNER. IT IS THE RESPONSIBILITY OF THE SPRINKLER CONTRACTOR TO GENERATE PLANS AND TO OBTAIN ALL NECESSARY PERMITS AND PAY ALL TO C AS THE SOCIATED OMMENCEMENT OF C FEES IN CONNONS ECTION WIT TRUCTIO H THE N. SPRINKLER SYSTEM PRIOR DEPAR CONTRACTOR TO OBTAN SEPARATE REVIEW FROM FIRE DEPARTMENT CONTRACTOR MUST RECORD A "NOTICE OF COMPLETION WITH THE LOCAL JURISDICTION. A COPY MUST BE SUBMITTED TO PROJECT MANAGER 2. CONSTRUCTION REQUIREMENTS ALL MATERIALS, WORKMAHIP, AND GORUTGION SHALL CONFORM THE TO CODES REFERENCED IN THES GENERAL NO AND TO ALL CODE$ REGULATIONS. LAWS, AND ORDINANCES OF EDDIES HAVING JURISDICTION OVER THE WORK. ADJACENT DEPARTMENTS WILL OCCUPY THE PREMISED DJRING CONS COOPERAT!!+N 15 A REQUIREMENT OF THE PROJECT. ON SITE VALIDATION AND VERIFICATION OF ELEVATIONS AND DIMENSIDNG AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANC AS E TIS S. ANY E B ROUGHT TO BETWEEN DRAWINGS AND AS DIMENSIONS ION TAKE SHALL BE BROUGHT TO D ARGNITEGT ATTE . 'G NTION NO DiF CN510N5 TAKE PRECEDENT OVER SCALED DIMENSIONS ALL WORK PERFORMED SHALL BE PERFORMED 50 AS TO CAUSE A MINIMUM OF INTERFERENCE WITH OTHER TENANTS. DEPARTMENTS AND THE OPERATION OF THE SHOPPING CENTER. THE GENERAL CONTRTOR SALL TAKE ALL FRECAUTINARY STEPS TO PROTECT THE OW FACI ANp THE FACILITIE S OF OTHERS AFFECTED BY OWNER'S WORK AND PROPERL POLICE SAME. CONSTRUCTION EQUIPMENT AND MATERIALS ARE TO BE LOCATED IN CONFINED AREAS AND TRLIC': TRAFFIC IS TO BE ROUTED IN AND FROM THE SITE AS DIRECTED BY THE OWNER AND LANDLORD 50 AS Nor TO AFFECT THE SHOPPING CENTER, THE CONTRACTOR MAY USE NO SPADE EXCEPT THE DEMISED PREMISES OR PROJECT SITE FOR STORAGE WITHOUT WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN CONTINUOUS PROTECTION OF ADJACENT PREMISES IN SIGH A MANNER AS TO PREVENT ANY DAMAGE TO SUCH ADJACENT PROPERTY AND THE IMPROVEMENTS THEREON OR THEREIN BY REASON OF THE PERFORMANCE OF THE WORK, AND PROMPTLY TO REPAIR ANY SUCH PROPERTY OR IMPROVEMENTS 50 DAMAGED TO THE CONDITION THERETO. THE CONTRACTOR SHALL BE REWIRED TO PROPERLY PROTECT THE WORK WITH LIGHTS, GUARDRAILS. AND BARRICADES AND SECURE ALL PARTS OF THE WORK AGAINST ACCIDENT. CONTRAOR MOST GLEAN WORK AREAS BEFORE LEAVING PROECT ON A DAILY BA5 GLEANING STANDARDS WILL BE ENFORCED BY PRO OWNER. IF GLEANING T ST ARE NOT M AINTAINED, PROJECT OWNER WILL GLEAN AREAS ATRACTORS E%PET15 3. TEMPORARY FACILITIES THE CONTRACTOR SHALL PROVIDE T MINIHAIM F S REQUIRED BY HEALTH AND SAFE., LAWS AN SH ALL REMOVE SCH FACILITIES AT THE COMPLETION OF THE PROJECT OR WHETV NO A LONGER U NECESSARY. "!�MPORARY UTILITIES AND ANY OTHER SERVICES TO THE DEMISED PREM15E5 NOT OTHERWISE PROVIDED BY OWNER SHALL BE THE RESPONSIBILITY OE THE CONTRACTOR. CONNECTION TO CENTRALLY LOCATED TEMPORARY POWER INCLUDING ALL TEMPORARY POWER LINES TRANSFORMERS AND ELECTRICAL DISTRIBUTION 15 THE GENERAL GCNTRAGTORS RESPONSIBILITY. THE GONTRAGTOR SHALL NOT PERMIT TRA5t1 TO AGGUMULATE iVITHIN ITS AREA OR IN THE CORRIDOR, MALL. OR ADJACENT TO THE DEMISED PREMISES. 4. COMPLETION OF WORK THE CONTRACTOR SHALL PROVIDE THE Oi^�NER A LIST OF DEVICES INSTALLED IN THE PROJECT ANp AL50 SUPPL INS TRUCTIONS AS TO THE USE OF EACH DEVICE CR SYSTEM EFFICIE UPON COMPLETION OF THE WORK. WARRANTIES COVERING ONE YEAR MININ9IM ON ALL WORK AND EQUIPMENT, SHALL BE ASSIGNED BY CONTRACTOR i0 OWNER n HOWEVER, TO THE RIGHT OF CONTRACTOR TO HOLD AND UTILIZE 511tH WARRANTIES UNLESS THE OWNER SHALL DEFAULT. THE WIT , SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR IR WITHOUT ADDITIONAL CHARGE TO OWNER OF ANY AND ALT- WORK DONE OR FURN ISHED BY T THROUGH SUCH CONTRACTOR OR SUBCONTRACTOR WHICH SHALL BECOME DEFECTIVE WITHIN (I) YEAR AFTER SUBSTANTIAL COMPLETION OF THE WORK. THE CORRECTION OF SUCH WORK SHALL INCLUDE WIOUT ADDITIAL CHARGE THE OWNER, ALL ADDITIONAL EX PENSES AND DA IN OF TO THE Wo RK OR WITH SUL REPLACEMENT OF OR ANY PART OF THE WO ANY PART CH REMOVAL. OF THE BALDINGS OR SHOPPING CENTER WHICH MAY BE DAMAGED OR DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AG'TO MATERIALS OR WORKMANSHIP WITH RESPECT TG WORK SHALL 6E CONTAINED IN THE CONTRACT OR SUBCONTRACT WN;GH SHALL IWRE TO THE 6ENEFITS OF THE OWNER. THE ` GT R R SHALL FURNISH TENANT ANp THE LANDLORD WITH THE WAIVERS OF LIENS ANp SWORN STATEMENTS IN SUCH FORM MAY BE REQUIRED BY OWNER, FROM ALL PERGOLAS PE PERFORMING LABOR AND SUPPLYING MATERIALS IN CONNECTION WITH THE OWNERS FULL. WORK SHOWING THAT ALL OF SAID PERSONS HAVE BEEN COMPENSATED IN 5. GLEAN -UP THE OONTRAGTOR SHALL REMOVE ALL TRASH AND DEBRIS TO CENTRALLY LOCATED TRASH REGEPTAGLEB DURING THE CgNSTRUGTION OF THE DEFINED AREAS AT GENERAL CONTRACTORS E %REUSE. GENERAL GLEAN -UP IS THE CONTRAGTOR5 RESPON5161TY AND THE SITE SHAL L PR 6E OJEC MAINT TAINED E�LOPM IN AN E OR NT DERLY, NEAT, AND GLEAN FASHION THROUGH TH. FIRE DEPARTMENT NOTES PRIOR TO ANY DEMOLITON OR CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT FOR REVIEW a APPROVAL THE SAFETY PRECAUTIONS TO BE USED DURING DEMOLITION 6 CONSTRUCTION AS OUTLINED IN ARTICLE 6T OF THE UNIFORM FIRE CODE. FAILURE TO DO SO MAY RESULT IN A ° JOB SHUT DOWN" UNTIL THESE ITEMS HAVE BEEN MET. SEE ARTICLE 67 OF THE UNIFORM FIRE CODE. FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO FACTORY M)TUAVSCHIRMER ENGINEERING FOR APPROVAL. FIRE SPRINKLER SYSTEM SHALL BE PER NFPA STANDARDS G. ALL AMGMATIC FIRE SPRINKLER SYSTEM WI iH pa OR MORE HEADS WILL REQUIRE 24 HOUR SUPERVISION BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. MONITORING SYSTEMS SHALL CONFORM TO NFPA STANDARD510, 12A -F AND UNIFORM FIRE -CODE REQUIREMENTS. FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO THE GIN FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE 2A 10. DRY CHEMICAL MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH FLOOR WITHIN 30 TO TO FEET TRAVEL DISTANCE FROM ALL AREAS. THIS WILL ALSO BE REQUIRED DURING DEMOLITIONS AND CONSTRUCTION PHASES. EXIT SIGN$ SHALL BE IN BLOCK LETTERS, A MIN.!, OF 6- INCHES HIGH WITH A STROKE OF NOT LESS THAN 5/4 INCHES. LUMINESCENCE ON FACE OF SIGN SHALL BE 50 LUX. ACCESS LANE TO BE POSTED "NO STOPPING FIRE DEPARTMENT ACCESS LANE. AND BD CURBED. PLANS FOR THE FOLLOWING SYSTEMS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION: ALL FIRE SPRINKLER PLANS SHALL BE APPROVED BY THE FIRE DEPARTMENT. PLANS SHALL INCLUDE a. PLAN VIEW SHOWING THE BUILDING STRUCTURAL FRAMING MEMBERS AND ALL POINTS OF HANGER ATTACHMENTS. PROVIDING THE SYSTEMS SUPPORT LOCATIONS. b. A RESPONSIBLE ENGINEER'S WET INK STAMP AND SIGNATURE ALL UNDERGROUND FIRE LINES AND OVER... SPRINKLER LINES SHALL BE HYDROST,ICALLY TESTED FOR TWO HOURS AT 200 PSI. ALL UNDERGROUND FIRE LINES SHALL BE FLUSNEED CLEAR. ALL T.E5, AND FLUSHING TO BE WITNESSED BY A FIRE DEPARTMENT REPRESENTATIVE. HIGH PILED COMBUSTIBLE STOCK, (COMBUSTIBLE MATERIALS IN CLOSELY PACKED PILES MORE THAN 15 FEET IN HEIGHT OR ON PALLETS IN RACKS MORE THAN 12 FEET HIGH, RUBBER TIRES, PLASTICS, AND SOME FLAMMABLE LIQUIDS MORE THAN 6 FEET IN HEIGHT SHALL COMPLY WITH UFC AND NFPA REGULATIONS A FIVE YEAR SERVILE ST MUST BE PERFORMED ON THE EU/DING'S SPRINKLER SYSTEM. SERVICE TESTS SHALL BE PERFORMED ONLY BY A FIRM LICENSED BY THE STATE FIRE MARSHALS OFFICE. BUILDING IDENTIFICATION 15 REQUIRED AND HAS TO BE PER FIRE PREVENTION EUREAU STANDARD A HT -T MAINTAIN OR REPLACE ANY FIREPROOFING FOR STRUCTURAL STEEL DAMAGED DURING DEMOLITION OR CONSTRUCTION. ANY COM&USTIBLE CONSTRUCTION DEBRIS SHOULD NOT BE ALLOWED TO ACCUHNILATE AND SMDULD BE REMOVED FROM THE BUILDING IN A TIMELY MANNER. AND • ANGLE • AT • CENTERLINE O DIAMETER OR ROUND • POUND OR NUMBER (E) EXISTING ALOUD. ACOUSTICAL AD AREA DRAIN ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR A6GR, AGGREGATE ALUM. ALUMINUM APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASB. ASBESTOS ASPH. ASPHALT BD. BOARD BOO. BUILT ON JOB FIXTURE BITUM. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLK6. BLOCKING BM. BEAM DOT. BOTTOM GAB. CABINET CB. CATCH BASIN GEM. CEMENT CER. CERAMIC C.6. CORNER GUARD CL6. CEILING GLK6. CAULKING CLO. CLOSET GLR. CLEAR C. CONCRETE MASONRY UNIT G.O. CASED OPENING COL. COLUMN CONC. CONCRETE CONIN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CORR. CORRIDOR GNTR. COUNTER CPT. CARPET CTR CENTER CBL. DOUBLE DEPT, DEPARTMENT D,F, DRINKING FOUNTAIN DET. DETAIL DIA, DIAMETER DIM, DIMENSION DISP. DISPENSER DN. DOWN D.O. DOOR OPENING DR, DOOR D5. DOWNSPOUT 05.P, DRY STANDPIPE DWG. DRAWING EAST EA. EACH E.O.S. EDGE OF SLAB E.J. EXPANSION JOINT EL. ELEVATION ELEC, ELECTRICAL ELEV. ELEVATOR EMER, EMERGENCY ENCL. ENCLOSURE E.P. ELECTRICAL PANELBOARD BO. EQUAL EQUIP, EQUIPMENT EYLG. ELECTRICAL WATER COOLER EXIST. EXISTING EXPO. EXPOSED EXP, EXPANSION EXT. EXTERIOR F.A. FIRE ALARM FD. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER PEG. FIRE EXTINGUISHER CABINET F.H.G. FIRE HOSE CABINET FIN. FINISH FL. FLOOR FLOUR FLOURESCENT FAN. FACE OF WALL Z. CONCRETE, PLASTER, GYP. BD/ FFRF. FIREPROOF • FRP FIBERGLASS REINFORCED PLASTIC F.S. FLOOR SINK FT. FOOT OR FEET FURR FURRING 6A GAUGE 6ALV. GALVANIZED 6B. GRAB BAR GG GENERAL CONTRACTOR (USE OF THIS TERM IS NOT EXCLUSIVE. THIS TERM ALSO REFERS TO SUB- CONTRACTOR'S RESPONSiBISTY. IF SCOPE OF WORK IS UNCLEAR, CONTRACTOR SHALL CONTACT ARCHITECT OR SUPERVISING CONTRACTOR./ 6L. GLASS GAD. GROUND 5R. GRADE 6WB GYPSUM WALLBOARD GYP, GYPSUM HCP. HANDICAP HZ. HOSE BIB H.G. HOLLOW GORE HOF HIGH DENSITY FIBERBOARD HDVO. HARDWOOD HONE, HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR HOUR HT. HEIGHT IDIA. INSIDE DIAMETER (DIM.) INSUL. INSULATION INT. INTERIOR JAN. JANITOR JT. JOINT KIT, KITCHEN LAM. LAMINATE LAY. LAVATORY LT. LIGHT MIRROR MAX. MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MECH. MECHANICAL MFR. MANUFACTURER MIN. - MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MTL. METAL MUL. MULLION NORTH N.I.G. NOT IN CONTRACT NO. OR Y NUMBER NOM, NOMINAL N.T.S. NOT TO SCALE O.G. ON CENTER OD. OVERFLOW DRAIN OFF. OFFICE OPN6. OPENING OPP, OPPOSITE PB. PEGBOARD PER PERIMETER PRGST, PRECAST PL. PLATE FLAK PLASTIC LAMINATE PLAS. ?CASTER PLYWD. PLYWOOD PT. POINT P,TD. PAPER TOWEL DISPENSER P.T.R. PAPER TOWEL RECEPTACLE REMOVE RD. ROOF DRAIN REF. REFERENCE REFR. REFRIGERATOR REINF, REINFORCED REL. RELEASE RED. REQUIRED RM. ROOM R.O. ROUGH OPENING 5 SOUTH S.G. SOLID GORE SGHED. SCHEDULE SD. SOAP DISPENSER SECT. SECTION SHT. SHEET SIM. SIMILAR STUD. SANITARY NAPKIN DISPENSER S.N.R SANITARY NAPKIN RECEPTACLE SPED. SPEGIFIGATION SQ. SQUARE S5. STAINLESS STEEL SERVICE SINK SSK. STD. STANDARD STL. STEEL STOR STORAGE STRL. STRUCTURAL 5115P. SUSPENDED SYM. SYMMETRICAL TEMP. TEMPERED TRD. TREAD T.B. TOWEL BAR T.G. TOP OF CURB T5. TUBE STEEL TEL, TELEPHONE 745 TONGUE AND GROOVE THK. THICK TPD. TOILET PAPER DISPENSER TYL TOP OF WALL TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED UR URINAL VERT. VERTICAL VEST. VESTIBULE WEST W.G. WATER CLOSET V87. WOOD WP. WATERPROOF OR WATERPROOFING WT. WEIGHT CIP( OF IDHW'ILA TFOFOV €D CQ 11 BLAKE SHELTERS REVISION 4764 Park Granada, Suite101 Calabasas, California 91302 Tel: 818 -222 -2288 Fax: 818 -222 -2344 V a U V • OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL 0 A California Corporation c1 co c0 LLI a) 0 Et I Q 0_ Z LLI co O Z ag CD M Y CV RECENEB CITY OFTUKWILA PERMIT CENTER GUITAR CENTER 'T9JKWIL.�, T1 . GENERAL NOTES AND ABBREVIATIONS DATE 120.9 P.\ DWG \Guttart 99 \TukwlluWA \Skits \AI_1. A, Hun Jul 19 iG: 10'49 1999 A1_lAwg 7 -19 -99 .19.33 pr) EST rn coz 5 A s 5 IMMEMININEMMEMNSEW y m > C e j C X 21 � ry M my � v-1 L I x� D om ' . z D1 orI J 1 _ ■ C Q z ANDOVER PARK WEST 1 ' : !T_LT L i 1 1 1 1 ( � — I 1 y � I 1 10 }'ARkING 5P44E5 ( PARKING yPALES q PARKINGISPAESj ♦ 9 ISPALES j • I 1 j r I 7 TARING 5PALE5 �- Ili . 1 7 tAR4I146 , 1.■4E5 altar enter The Musician's Choice I H P f RKI SPALF5 I g PfRKIfKALrs i ff DOPY PRO -r - r N c° »r oF`."»�"rP OeAe = s. , T Ise,% ' flT^.-, oz °& eeiow>°cnr�n` 1?,:g o "n°1C:%'', ettZL 230 ANDOVER PARK WEST TUKWILA, WASHINGTON 98188 DISABLED ACCESS NOTES WALL AN_ SI EINALNE ENS., - D' "E R WLA - ON HALL HAVE A CONTIRERS COMMON ?wR ACE Nr` N'ER,P,D , SSE, OR, AM," C ANSE- N LE\«L EXCEED. AND ;HALL BE A RIN9A, - .,F yA .N w.DTH "PICA HANDICA PAR.. , SAL,. ENTANCES 5,7, -E w, A O, - DR LE THAN t4 MADIE, E.HH AL- aE AT : S- ALT i. IP- RES,A\ AS TA, =SLR S.." SUR FACE 'IT- A SLOPE , 62 GRADIENT OR C �EATE'rt SHA•_L EE y:FT,t-, START. _;F2FALE CR:'.S xOPES SHALL NO - ENC"'TED 2 PER FO'O'L AMART'CAA., IV LE\m ALON3 ANY ACw -,SIB RO.ITE HALE N - EXCEED WHEN CHANID-ES N LEVEL .Y„R - HIE, SHALL Er.. BEVELED A S.OFE INO .€EAT±R THAN THAT EEVEE CAA.. ND, E FEE^ .4C : i MAV 'e£ NO" LESS THAN VERT'GA.. 67 X fi0 a A DOOR OR EA, THAT SW TO i WARD THE 'NALN AND ?L ..: c - ..AN -k: ' N DE e - .^E, AT A D., CR OAT A SW!Nw5 AW4" rRom THE WALK E4V'YH wALvE 5 -ALL 'EN_ "HE SDE , - -I_ SIR, C THE DOOR OR THIAT SALTUGS DINAR,^'.1- WAIN e __VSL. IANmIA,�- >ALL , -67, A SLOPE tee: __.. SITE AGGESSIBILITY ENTRANCES 4 EXITS TLOOR OR .LAND NC ON FAG-' >DE C^ AN ENTRANCE OR H _FUEL hL` ▪ EAR AREA ,ALL AVr A LEN V r DIRECTION Or O^M _tiIND LEA ANA 7N_, C,as�_ - rrr. ON A LEAS -6 AS ,AS. � AT € .,- T.. ^r T.i DOLOR 'N = ..LOST P7EIT. E LEVEL ATO CLEAR AREA ON T SIDE , SHALL EX,N: 24' F THE STRKE , =E DOOR FOR EXTM OR .DOORS AND :5' PACT THE -E STR. '- EDGE -OR INTERIM DOME • F ..OR OR LAND NG SHALL NOT SE MORE THAN /2" LOAM THAN - -E - R_,AOLD , -E DDORW'AY LLANGE IN LEVEL FzT N I/ AND 1. -A_ BE BEVEL). WITH A SLOPE R7 CREA,R =TAN I._. r :. JM LscORT TG O. =-FATE DO7R5 5'HALL NOT EXC. 5 TE OJN =0R EY''EZ2:OR DOLL ,FORT _ P G A FOR INTERIOR W ORE -0 A SE OR M =rF - O'Z T - "L APPL N E RIGHT �'Z AN?A'Ts _.EA' "_Q PLANE OF Ti' DING xc FOLD!'N6 DOD, COMPENSATING DEVCES OR AI.; T,17,7" . DOM OPERATORS MAR UTILIZED TO !WEEP T-E ABOVE TANDAR - WiEV F.RE ODORS ARE ,DURED. THE MAXIMJR BORT TO OPERA, TYNE DOOR MAY SE INCREASED TO THE MAXMJM ALLOWABLE BY 7, APPROPRIATE ADMINISTRATIVE . HORN NOT TO ROLND'T ALL ENTRANCES AND A_ EXTEROR GGROJND PLOOR EXT DOORS , S.,O'NGS AND FA^ _ BHA 3P MADE AO F T PPRE OHS WITH DISABILITES. • EN,RIOR LEVEL LAND,. MAY SLOPE PTO I; 4" PER FOOT N ANY ORECTTON FOR SAFAT DRAINAS_ • AT,. AND LOCNING DOD, THAT ARE HAND AGTIVANED AND KAA, AR_ 11.7 A FA OF RAVE SAL SE OPERABLE WITH A _ NWLF ETTOR7 5Y LEVIER TYPE HARDWARE, PANIC BARS, P,A -PJ_ A: vATING BARS. OR OTHER HARDWARE DESIGNED TO PROVDE PASSAGE YJTiOLT REWIRING THE ABILITY TO GRASP HE OFEN'ING /- ARDhARE L.KED EXIT DOORS SHALL OPERATE AS AEOVE iN EGRE__ DIRECTION. • HAND A .TI VANED DOM CF5 N ARDWARE SHALL BE CENTERED A ^, T' FLOOR. • E= VA'•v OR S.,ALATO S SHALL `vT BE L'S AS A REQUIRED Ex, 10. , VOL V DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WT D!SABIL 'T IPS- DINING PER:.." OF PARTIAL OR RESTRIC 1� ISE OF A BUILDING OR FA LRY v ENTRANCES FOR PRIMARR ACCESS SHALL 5E ACCESSIBLE GGESSIB E TO AND '.SABLE BY PERS.JNS WITH DISABILITIES. RECP=CC'TJ DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT :M3c�vG_ W H WYE- L:HAIR TRAFFIC_ L3. EV.2,?, --0 2, EXIT DOOR/A WHICH 15 LOCATED WITHIN AN ACCESSIBLE PAT- LP TRA.r' SHALL EE GF A 51 AS TG PERMIT THE INSTALLATION 7 A DOLT NOT LE.LL' T -AN 3 ;N WIDTH AND NOT LE, THAN b._B" IN HEIGHT. TEE SPACE EL 7F,N TWG CON EEGUT1, DOOR OPENINGS IN A VESTIBULE, SERVING OVER THAN A REQUIRED EXIT STAIR,AY SHALL PROVIDE A MINIMUM OF 4b OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE 1NHLN HE DOOR 15 'POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS G I OS POSITION. DOORS IN A SERIES SHALL SWING EITHER THE 5A, DIRECTION OR AWAY Mom THE' SPACE 3ETWEEN THE DOORS 15. iN ENS STAIRWAYS MERE THERE 15 , 0 'LANDING, DOORS SHALL BE CONS,WOLG, MARKED WITH A SIGN ST,+T.NG "DANGER'. STAIRWAY -NO LANDING OR EQJIVAL,, WORDING AND THERE SHALL BE ADEQUATE ILL./ NATION :b. R.ANUA , OPERATED FAT GE - OR B RFAGE-MOUN,D FLUSH BOLTS AND SXEACE "WL, ATE PROH1317EO. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLL, BOLTS ARE USR THE DOOR LEAF HAVING 7, AUTOMATIC FLUSH SOL, SHALL HAVE NO DOOR KNOB OR SlRFACE-moNTFF, HARDWATC . THE UNLATCHING OF ANY LEAF SHALL NOT ,W1,- MORE THAN ONE OPERATION. • AFEN INSTAL , EXIT DOORS SHALL BE GA =ABLE OF OPENING SO THAT THE /+ID~'OF T-- ExIT IS NOT LE55 THAN 32" S. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH HF DOOR POSITIONED AT AN ANC_ OF .0 DEGREES FROM ITS CLOSED POSITION. R. MERE A PAIR OF DOD, IS'JTIL1= AT _AST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNO'STRY,.TF-D OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF a0 DEGREES FROM ITS CLOSED POSITION 20. WHEN AN AUTOMATIC DOOR OPERATOR 15 UTILIZED TO OPERATE A PAIR OF DOOR:, AT LEAST O.E OF THE DOORS S'TA'LL PROVIDE A. CLEAR, UNOBSTRL'GTED OPENING WIDTH' OF 32" WIT THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 21 PROVIDE CLEAR SPACE OF 12" PAST STRIKE EDGE OF THE DOOR ON THE OPPOSITE SIDE , WHIG.( T 'E DOOR SiYNGS :F THE DOOR IS EQUIPPED WITH BOTH A LAT, AND Y...i3R. 22. WHERE THE DOOR OPENS INTO A STAR OF A EMOKEPROOF ENCLOSURE, THE LANDING NETS NOT HAVE A LE.., OF SO". 23_ TIP.` EON, 10" , ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A S^Y001 , UNIINTERRJPTED S'TFACE TO ALLOW THE DOOR TO BE OPENED SY A WH,LLHA1R FOOTREST WI T-O., CREATING A - TRAP OR HAZARDOUS CONDITION. WERE NARROW MAME DOORS ARE USED, A IO" H!GH SMOOTH PANEL SHALL BE INST,LEO ON THE RUSH SIDE OF THE DOOR, MOH WILL ALLOW THE DOOR TO BE OPENED BY A EE AIR FOOIrZ=ST WITHOUT GZATiNG A TRAP OR HAZARDOUS CONDITION. FLOORS AND LEVELS I. IN BU!LONGS AND FACILITIES, FLOORS GF A GIVEN STORY SHALL BE A COMMON LE.rL TAR01% :OT, 0K SHALL BE CONNECTED ST PEDESTRIAN RAMPS PASSENGER ELEVATORS OR SPECIAL AWE, 'LIFTS. • GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACC£ ABLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STARS AND CURB RAMPS SHALL S STABLE, FIRM, AND SLIP - RESISTANT AN IN T 3 ..HI GES LEVEL JP 'G 1i4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. ▪ CHANGE IN LEVEL SETH,: I/4" AND I/2• SHALL BE ACCOMPLISHED BY MEANS , A RAMP NO STEEPER THAN I VERTICAL TO 2 HORIZONTAL, 5. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY ANAGHEDI HAVE A FIRM CUSHION, PAD OR BALKING OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL GUT PILE, OR LEVEL GUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 ", EXPOSED EDGES OF CARPET SHALL SE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. 6. IF GRATINGS ARE LOCATED ON FLOORS, THEN THEY SHALL HAVE SPACES NO GREATER THAN 1/2" WIDE IN DIRECTION OF TRAVEL. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PEED 50 THAT THE LONG DIMENSION IS PERPENDICULAR TO THIS DOMINAND DIRECTION OF TRAVEL. THIS 1•AL141TY 75 REWIRED TO COMPLY WIM THE RECIDIREF£ii7'S USTI, BE3.ONt TM CONTRACTOR 19 TO PROVIDE THE LABOR AND MATERIALS TO BRING THE PROPERTY INTO COMPLIANCE. GORRIDORS AND AISLES E VERT PORT ON , EVERY Bu'LDING IN . ARE NsTA_L.ED FEA"S TABLES MERCHAND SE EOLA,AL,7 OR SIMILAR RAT:RIALE, SHALL E. PROV DED WIT. AISLES LEADING TO AN EXIT. • E,R - AISLE SHALL L. NOT +LESS THAN 3' WIDE IF 5,TRY NG ONLY ONE SIDE, AND. NOT LESS THAN 3' b" WIDE IF SERVING SOTH S IDES_ SUCH MINIMUM WIDTH SHALL BE MEASURED AT THE POINT T'AR wES` FROM AN EXIT CROSS AISLE M.N./TER AND SHALL BE N RASED , - E' FOR EACH 5' IN LENGTH TOWARD THE EXIT, CR.Y :_ AISLE OR TOTER. w CONTINENT, SEATING EDE AISLE SHALL BE NOT 'SS THAN 4i" IN WIDTH. E EVER" E.ORR'DOR SE"RVNG AV OCCWANT LOAD OF IO OR MORE • NO' BE LESS TwAN 44" IN W!DT?H A C.M.R.DDRS SE'RV. AN OCCUPANT 'LOAD , LESS THAN P SHALL , LE55 - HAN 36' IN WD, • CORK OMS T AA` EXCEED .LOO' IN LENGTH SHALL, A HAVE A MINIMUM CLEAR WIDTH , 60 ". E HAVE AT A CENTRAL LOCATION. A 60' , 60" MINIMU, WHEELCHAIR TURNING SPACE OR PASSING ALCOVE: HAVE , A CENTRAL LOCATON, AN INTERVENING GROSS OR ,E 'CORRIDOR A MINIMUM OF IN WAD, A E. RCOLAT ON AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACGOR - D ONAL REQUIREM.EN, AND IN NO CASE SHALL , LESS THAN 36` N CLEAR WIDTH. HAZARDS AND FROM M,. °MELTS. "'°_.,_C'= PROLE TANG FROM WALLS (FOR ExAMPLP TELEPHONES) ' LEADING r Gcv BETWEEN 21 AND 80' .4POVE THE F N:5-ED FLOOR SHALL PROTRUDE NO MORE THAN A INTO WALKS, HALLS CORRIDORS. PASSAGEWAYS OR AI,SLE. • �...EG MO„N W ITH THEIR LEADING EDGES AT OR BELOW ABOVE THE FNIG -5D FLOOR ..,AY PROTRUDE ANY AMOUNT. • FREE_ AND. OBE"., MOUNTED ON POE, OR PYLONS MAY OVERHANG MAXIMUM FROM EDT" TO 50" ABOVE THE GROUND ORFVSHED FLOOR. PROM/DING MLECTS SHALL NOT REDUCE THE CLEAR KOTH , AN Ac,-ESEBLE ROUTE OR MANEUVERING SPACE. ▪ ANY OBSTRUCTON OVERHANGING A 1 ESTRIAN WAY SHALL BE A M,NIMLM OF 80" ABOVE THE WALKING SURFACE AS NEASIRED Tp THE BOTTOM OF :HE OESTRLCTION 5 WALKS, AALLS, CORRIDORS. PASSAGEWAYS, ASLES OR OTHER CIRG,'LATION ,AGES. SHALL HAVE 5, ABOVE THE WALKING SERFAGE 4 MEAS!RF�^P TO THE BOTTLOTH _ r_,7172I V PION. 6 ABRUPT CHANGES N LEVEE, EXCEPT BETWEEN A WALK OR Si ?: AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING IN VERTICAL DIMENSION SUCH A5 AT PLANTERS OR FOUNTAINS LOCATED IN CR ADJACENT TO WALKS SIDEWALKS, OR OTHER PEDES WAYS SHALL BE IDENTdFIED BY CURBS FROJEGTING AT LEAST b" IN HEIG+iT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP -OFF. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED, NO CURS IS REQUIRED W,N A GUARD RAIL PROM - ,-0: CENTER 3" PLUS OR MINUS 1" ABOVE THE SURFACE OF THE WALK OR SIDEWALK, THE WALK IS 5% OR LE, GRADIENT OR NO ADJACENT HAZARD EXISTS. T IF A WALLA GROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT FmARA,D BY CURBS. RAILINGS, OR OTHER ELEMENTS 3ETY.'EEFN THE PEDESTRIAN AREAS AND ,HICULAR AREAS, THE BOUNDARY EETwEEN TAE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING MLA IS 36" WOE. CONTROLS AND OPERATIN15 MECHANISMS I CONTROLS AND OPERATING MECHANISMS REQUIRED TO SE ACCESSIBLE SHALL CO3 WITH THE REQUIREMENTS OF FEDERAL, STATE, ! LOCAL AGGE55 CODES. 2. CLEAR FLOOR SPACE OF 30" X 4 8" THAT ALLOWS A FORWARD OR PARALLEL APPROACH , A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS. RECEPTACLES, AND OTHER O EQUIPMENT, 3 THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED W,IN 48• OF 7, FLOOR BUT NOT LOWER THAN 15" IF FORWARD APPROACHED AND W.TH'N 54" BUT NOT LOWER THAN 9' IF SIDE APPROACHED EHEOTRL, AND COMMLNICATION SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED , LESS THAN 15" ABOVE THE FLOOR. i CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE .AHD AND SHALL NOT REQUIRE TIGHT GRASPING, PUNCHING, OR TWI IN , THE WRIST. 'HE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL , NO GREATER THAN 5 POUNDS OF FORGE. • VEND. MACHINES SHALL BE IN COMPLIANCE 6. FAUCET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTNG OF THE WRIST. THE FORGE REQUIRED TO ACTIVATE F,y.'GET CONTROLS AND OPERATING MECHANISMS FOR KITCHEN SINKS SHALL. , NO GREATER THAN 5 ELF. LEVER- OPERATED, PUSH -TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF - CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO AGCOMMWA c A SINGLE STATIONARY WHEELCHAIR AND OCCUPANT IS 30' X 4 8' . THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY SE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. CLEAR FLOOR OR GROUND SPACE FOR WHEEL. -ARS MAY BE PART OF THE KNEE SPACE REQUIRED ( UNDER 50, OBJECTS. 2. IF THE CLEAR FLOOR SPADE ONLY ALLOWS FORWARD APPROACH TO OBJECTS WITHIN ALCOVES OF 24" OR LE, DEPTH, THE MINIMUM CLEAR FLOOR SPACE SHALL BE 30" X 48 ". IF THE DEPTH OF ALCOVES IS GREATER THAN 24', THE MINIMUM CLEAR FLOOR SPADE SHALL BE 36" X 48 ". 3. P THE CLEAR FLOOR SPACE ONLY ALLOWS SIDE APPROACH TO OBJECTS WITHIN ALCOVES OF 5 OR LESS DEPTH, THE MINIMUM CLEAR FLOOR SPACE SHALL BE 30" X 48". IF THE DEPTH OF ALCOVES 15 GREATER THAN 15 ", THE MINIM.. CLEAR FLOOR SPACE SHALL 8E 30" X 6O ". 4 IF THE CLEAR FLOOR SPADE ONLY ALLOWS FORWARD APPROACH , WALL MOUNTED OBJECT, THE MAXIMUM FORWARD REACH HEIGHT FROM THE FLOOR SURFACE SHALL BE 48" AND THE MINIMUM LOW FORWARD REACH HEIGHT FROM THE FLOOR SURFACE SHALL BE 15 ". 5 !F THE CLEAR FLOOR SPADE ALLOWS PARALLEL APPROACH BY PERSON IN A WHEELCHAIR TO A WALL MOUNTED OBJECT, THE MAXIMUM REACH HEIGHT FROM THE FLOOR SURFACE SHALL BE 54" AND THE , MINIMUM LOW REACH HEIGHT FROM THE FLOOR SURFACE SHALL BE 9 ". IF THE FORWARD REACH 15 OVER AN OBSTRUCTION WITH A DEPTH BETWEEN 20" -25" (MAXIMUM DEPTH OF OBSTRUCTION ALLOWED IS 25 "), THE MAXIMUM FORWARD REACH HEIGHT FROM THE FLOOR SURFACE SHALL BE 44 ". T 'F THE SIDE REACH IS OVER AN OBSTRUCTION WITH A MAXIMUM DEPTH OF 24 ", - HE MAXIMUM HEIGHT OF OBSTRUCTION FROM THE FLOOR SURFACE SHALL BE 34" AND THE MAXIMUM SIDE REACH HEIGHT FROM THE FLOOR SURFACE SHALL , 46 ". H. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE ROUTE R ADJOINS ANOTHER O DJOI 5 WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR OR GROUND SPACE 15 LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED. 9. THE SPACE REQUIRED FORA WHEELCHAIR TO MAKE A 156 DEGREE TURN IS A CLEAR SPACE OF 60" DIAMETER OR A T- SHAPED SPACE, 10. THE MINIMUM CLEAR WIDTH REQUIRED FORA WHEELCHAIR TO TURN AROUND AN OBSTRUCTION SHALL BE 36" WHERE THE OBSTRUCTION 15 48" OR MORE IN LENGTH AND 42" AND 48" WHERE THE OBSTRUCTION 15 LESS THAN 48" IN LENGTH. 11. THE MINIMUM CLEAR WIDTH/ FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 32" PET A POINT (24" MAX. LENGTH) AND 36' CONTINUOUSLY, 12. THE MINIMUM W97 __CHAIRS TO PASS IS 60 ". I. WHEN AN ADDITION OR ALTERATION, OR CHANGE OF OGO PANCY ..^B: 'USE, OR AN INCREASE IN OCCUPANT LOAD WITHIN AN EXISTING BUILDING OCCURS FULL COMPLIANCE INCORPORATES A PATH OF TRAVEL FROM OUTSIDE THE BUILDING, FROM EITHER THE PUBLIC WAY OR THE DISABLED PARKING SPACES LEADING TO THE S1o'JECT AREA MUST FULLY COMPLY. 2 EXIST. BUILDINGS ADDITIONAL REQUIREMENTS THE CENTER OF RECEPTACLE OUTLETS SHALL , NOT LE, THAN 15" ABOVE THE FLOOR OF WORKING PLATFORM. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIAe.CES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR OR WORKING PLATFORM, S. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595A. 5, IF EMERGENCY WARNING SYSTEMS A:RE REQUIRED THEY SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 80 FLASHES PER MINUTE. SIGNS 4 IDENTIFICATION THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIG ME ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599b. 2. LETTERS - NIC NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RATIO OF BETWEEN 3:5 AND I:I AND A STROKE WIDTH -TO- HEIGHT RATIO BETWEEN 1:5 AND I:10 CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT 15 MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR iN COMPLIANCE WITH CHAPTER II THE MINIMUM CHARACTER HEIGHT SHALL BE 3 ". 3. GHHARAGTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. RAISED CHARACTERS SHALL BE RAISED 1132" MINIMUM AND SHALL BE SANS -SERIF UPPERGA, CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/5" HIGH, PICTORIAL SYMBOL SIGNS SHALL PEE ACCAMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A t "MAIM OF 6" IN HEIGHT. 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SP,IFIGAL, REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS, DOTS SHALL BE 1 /10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF I /40" ABOVE THE BACKGROUND. 6. AL BUILDING ENTRANCES THAT ARE ACCESSIBLE , AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. MEN PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. FIXED OR BUILT -IN SEATING, TABLES AND COUNTERS WHEN FIXED OR BUILT -IN SEATING, TABLES, OR COUNTERS ARE PROVIDED FOR THE PUBLIC, AND IN GENERAL EMPLOYEE AREAS, 5 %, GUT NEVER LESS THAN I MUST BE ACCESSIBLE. 2 THE TOPS OF TABLES AND CUSTOMER COUNTERS SHALL BE 25" TO 34" FROM THE FLOOR OR GROUND. 3, WHERE A SINGLE COUNTER CONTAINS MORE THAN ONE TRANSACTION STATION. SUCH AS A BANK COUNTER WITH MULTIPLE TELLER WINDOWS OR A RETAIL SALES COUNTER WITH MULTIPLE CASH REGISTER STATIONS AT LEAST 5% BUT NEVER LESS THAN I, OF EACH TYPE OF STATION SHALL BE LOCATED AT A SECTION OF COUNTER THAT 15 AT LEAST 36" LONG AND NO MORE THAN 28" TO 34" HIGH. PARKINS: WHERE A SINGLE DISABLED PARKING STALL 15 PROVIDED, IT SHALL BE 14' -0" WIDE AND OUTLINED TO PROVIDE A 9'-0" WIDE PARKING AREA AND A 5' -0" LOADING AND UNLOADING AREA ON THE PASSENGER SIDE OF THE VEHICLE. 2. EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTOR /ZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN "10 SQUARE INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE, SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR ENO OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. AN ADDITIONAL SIGN SHALL BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF - STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 11" X 22" IN SIZE WITH LETTERING NOT LE55 THAN 1" IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED HANDICAPPED SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ......._............_ ............._....._ ._.OR............_..._......_.. OR BY TELEPHONING ........ ............................... 5. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED I/4" PER FOOT (2,083% GRADIENT) IN ANY DIRECTION. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED ANG LOCATED TO PREVENT ENCROACHMENT OF GARS OVER THE REQUIRED WIDTH OF WALKWAYS. 1. SIGNAGE SHALL BE PROVIDED ON THE SURFACE OF EACH PARKING PLACE. IT SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY CONSISTING OF A WHITE FIGURE ON A SLUE BACKGROUND, 4T LEAST 3 FEET SQUARE. HANDICAPPED PARKING SPACES SPACE SHALL BE SO LOCATED THAT HANDICAPPED PERSONS ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED GARS OTHER THAN THEIR OWN, ENTRANCE TO AND VERTICAL CLEARANCE WITHIN ACCESSIBLE LEVEL_ OF PARKING STRUCTURE SHALL SE 5 TO ANY STRUCTURAL MEMBER, DUCT OR PIPE. 2 4. 6. 8. PUBLIC TELEPHONE I. PROVIDE SPACE 30"x45" FOR FORWARD OR PARALLEL APPROACH TO TELEPHONE 2. PUBLIC TELEPHONES SHALL CONFORM TO REQUIREMENTS OF CHAPTER II. 3, THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG 4, TELEPHONES SHALL HAVE PUSH- EUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT 15 AVAILABLE. 5. IF TELEPHONE ENCLOSURES ARE PROVIDED, THEY SHALL COMPLY WITH THE FOLLOWING: a. FOR SIDE APPROACH TELEPHONES, THE ENCLOSURE OVERHANG SHALL BE NO GREATER THAN 19" AND THE HEIGHT OF THE LOWEST OVERHANGING PART SHALL BE EQUAL TO OR GREATER THAN 21 ". b, FOR FORWARD APPROACH TELEPHONES, IF THE ENCLOSURE OVERHANG 15 GREATER THAN 12 ", THE CLEAR WIDTH OF THE ENCLOSURE 15 LESS THAN 30 ", THE HEIGHT OF THE LOWEST OVERHANGING PART SHALL BE EQUAL TO OR GREATER THAN 21 ". c. ENTRAN,ES TO FULL - HEIGHT ENCLOSURES SHALL BE 30" MINIMUM. d. WHERE TELEPHONE ENCLOSURES PROTRUDE INTO WALLS, HALLS CORRIDORS, OR AISLES, THEY SHALL COMPLY WITH SECTION 3105A(2) 6, IF TELEPHONE BOOKS ARE PROVIDED, THEY SHALL BE LOCATED WITHIN 48" OF THE FLOOR IF FORWARD APPROACHED AND WITHIN 54" IS SIDE APPROACHED_ 1. TELEPHONES SHALL BE EQUIPPED WITH A RECEIVER THAT GENERATES A MAGNETIC FIELD IN THE AREA OF THE RECEIVER GAP. WALKS I. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNATED TO PROVIDE ACCESS TO PRIMARY ENTRANCES AND AGGE55 TO NORMAL PATHS OF TRAVEL AND WHERE NECESSARY TO PROVIDE ACCESS SHALL INCORPORATE PEDESTRIAN RAMPS CURB RAMPS, ETC. 2. WALKS, SLOPING GREATER THAN 5% (I IN 20) MUST COMPLY WITH RAMP REQUIREMENTS OF SEC. 2-33, 3 WALK WIDTH SHALL BE 45" MINIMUM 4. THE MAXIMUM GROSS SLOPE SHALL NOT EXCEED 1/4" PER FOOT. 5. GRATINGS ARE TO BE AVOIDED: 1/2" MAX OPENING. 6. AT EACH GRATE OR DOOR A 60"x60" LEVEL AREA 15 REQUIRED WHEN THE GATE SWINGS TOWARD THE WALK. 1. A 24" CLEAR SPACE 15 REQUIRED AT STRIKE SIDE OF GATE OR DOOR. 5. A 48"X 44" DEEP LEVEL AREA IS REQUIRED WHEN THE DOOR OR GATE SWINGS AWAY FROM THE WALK. 9. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY 400'. 10. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESES AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO I /2" IN THE DIRECTION OF TRAFFIC FLOW. CURB RAMS CURB RAMPS SHALL BE LOCATED WHEREVER A PEDESTRIAN PATH GROSSES CURB. CURB RAMPS SHALL BE 45" MINIMUM WIDTH WITH MAXIMUM SLOPE OF I IN 12 A LEVEL 48" MINIMUM DEPTH LANDING IS REQUIRED AT TOP OF CURB RAMP OVER ENTIRE CURB RAMP WIDTH IF NO LANDING 15 PROVIDED, THE SLOPE OF FINISHED SIDES SHALL NCT EXCEED I IN 12 THE SURFACE IS TO BE SLIP RESISTANT BORDER MARKINGS SHALL BE I2" WIDE OF I" x I" GROOVES, 3/4" APART, LOCATED AT TOP AND SIDES. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES, EXCEPT THAT THE LOWER END OF EACH CURB RAMP SHALL HAVE A I /2" LIP BEVELED AT 45 DEGREES. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM. AND SLIP - RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. A CURB RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS THE FULL WIDTH AND DEPTH OF THE CURB RAMP INSIDE THE GROOVED BORDER WHEN THE RAMP SLOPE 15 LESS THAN I VERTICAL TO 15 HORIZONTAL. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 09" AT THE BASED TAPERING TO 0.45" AT THE TOP, A HEIGHT OF NOMINAL 0.2 ", AND A CENTER -TO- CENTER SPACING OF NOMINAL 2.35". "NOMINAL ", AS USED HERE, SHALL BE IN ACCORDANCE WITH SECTION 12 -31 -102, STATE REFERENCED STANDARD LODE. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. THE DOMES MAY BE CONSTRUCTED IN A VARIETY OF METHODS, INCLUDING CAST -IN -PLACE OR STAMPED, OR MAY BE PART OF A PREFABRICATED SURFACE TREATMENT. EMPLOYEE WORK AREAS AND WORK STATIONS I. SPECIPG WORK STATIONS, WITH THE EXCEPTION OF WORK STATIONS IN SALES FACILITIES, CHECKSTANDS, TICKET BOOTHS, AND OTHER WORK STATIONS WITH SPECIFIC REQUIREMENTS NEED ONLY COMPLY WITH AISLE WIDTH AND FLOORS AND LEVELS, AND ENTRY WAYS SHALL BE 32" IN CLEAR WIDTH. 2. EMPLOYEE WORK AREAS SHALL BE ACCESSIBLE BY MEANS OF 36" MINIMUM AISLE AND A 32" MINIMUM CLEAR OPENING DOOR WIDTH. RAMPS EXIT PATH I. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE 15 GREATER THAN I' RISE IN 20' OF HORIZONTAL RUN. 2. THE MAXIMUM SLOPE OF A RAMP THAT SERVES AN EXIT WAY, PROVIDES HANDICAP ACCESS OR IS IN THE PATH OF TRAVEL SHALL BE I' RISE IN 12' OF HORIZONTAL RUN. 3. RAMP LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF EACH RAMP. PEDTRIAN RAMPS I. THE WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS. 2. A 60" INTERMEDI A, LANDING 15 REQUIRED AT MAXIMUM ELEVATION CHANGE OF 30" AND 12" LANDING AT EACH CHANGE OF DIRECTION (OVER 30 ") 3 • BOTTOM LANDING SHALL BE MINI :MM OF 12" IN THE DIRECTION OF TRAVEL 4. TOP LANDING SHALL BE 60" x 60" MINIMUM 5. WHEN DOOR SWINGS ONTO TOP LANDING, MINIMUM DEPTH OF LANDING REQUIRED 15 DOOR WIDTH PLUS 42" 6. TOP LANDING SHALL HAVE 60" MIN. WIDTH WHEN DOOR SWINGS ONTO THE LANDING, WITH 24" ON STRIKE SIDE OF DOOR AT EXTERIOR RAMP, OR 18" AT INTERIOR RAMP. 1. RAMP HANDRAILS ARE REQUIRED ON EACH SIDE OF RAMP, WHEN SLOPE EXCEEDS I IN 20 5 RAMP HANDRAILS SHALL BE CONTINUOUS, LOCATED 34 " -35" IN HEIGHT ABOVE RAMP SURFACES, WITH 12" EXTENSIONS BEYOND TOP AND BOTTOM, AND THE ENDS RETURNED HANDRAILS SHALL BE 11/2" TO 2" GROSS SECTION, SPACED MINIMUM OF 11/2" FROM WALL 10. A 2" HIGH CURB OR WHEEL GUIDE RAIL CENTERED 3" ; I" ABOVE RAMP SURFACE 15 REQUIRED ON BOTH SIDES WHERE NOT OTHERWISE BOUNDED BY WALLS WHEN THE RAMP EXCEEDS IO FEET IN LENGTH ii. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION IN EXGE55 OF 30 DEGREES. 12. TOP LANDINGS SHALL BE NOT LESS THAN 60" WIDE AND SHALL HAVE A LENGTH OF NOT LESS THAN 60" IN THE DIRECTION OF RAMP RUN. 13. PC. _ °S IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF T1, RAMP LANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE WIC i H , MORE THAN 3" WHEN FULLY OPEN. 14. AT BOTTOM AND INTERMEDIATE LANDINGS, THE WIDTH SHALL BE AT LEAST THE SAME A5 REQUIRED FOR THE RAMP. 15. INTERMEDIATE LANDING AT A CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES AND BOTTOM LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 12" , ACCOMMODATE THE HANDRAIL EXTENSION. 16. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN TEE DIRECTION OF RAMP RUN OF NOT LESS THAN 60 ". !�. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF T+ RAMP SLOPE EXCEEDS I' RISE IN 20' OF HORIZONTAL RUN_ 18. HANDRAILS SHALL BE PLACED ON EACH 510E OF EACH RAMP, SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP, SHALL BE 34" TO 35" ABOVE THE RAMP SURFACE, SHALL EXTEND A MINIMUM OF I' BEYOND THE AND BOTTOM OF THE RAMP, AND THE ENDS SHALL BE RETURNED. 19. THE GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN I -1/4" NOR MORE THAN I -I/2" NOMINAL DIAMETER, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, AND ALL SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS, HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 20. HANDRAIL PROJECTING FROM A WALL SHALL HAVE A SPACE OF I -I/2" BETWEEN THE WALL AND THE HANDRAIL. 21. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS 15 A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 15" ABOVE THE TOP OF THE RAIL. 22. ANY WALL OR OTHER SURFACE ADJACENT TO HANDRAILS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/5 ". 23. WHERE THE RAMP SURFACE 15 NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS 10' IN LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS. a_ A GUIDE CURB A MINIMUM OF 2" IN HEIGHT SHALL BE PROVIDED AT EACH SIDE OF THE RAMP; OR b. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED 5" PLUS OR MINUS E ABOVE THE SURFACE OF THE RAMP. 24. THE CROSS SLOPE OF RAMP SURFACES SHALL SE NO GREATER THAN I:50_ SANITARY FACILITY FIXTURES 4 ACCESSORIES I_ WHERE TOWEL, SANITARY NAPKINS, WAS, RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING LOIN SLOTS WITHIN 40" FROM THE FINISHED FLOOR. 2. TOILET TISdiE DISPENSERS ORAL, SE LOCATED ON THE 'NALL WITHIN 12 OF THE FRONT EDGE OF THE TOILET SEAT AND NO LOWER THAN 19" FROM THE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. SALES FACILITIES I. EMPLOYEES WORK STATIONS SHALL BE LOCATED ON ACCESSIBLE LEVELS AND SHALL SE SIZED AND ARRANGED TO PROVIDE ACCESS TO EMPLOYEES IN WHEELCHAIRS. 2. THE CUSTOMER SIDE OF SALES AND CHECKOUT STATIONS SHALL BE ACCESSIBLE. 3 ALL CHECK-STANDS SHALL BE MADE ACCESSIBLE , PROVIDING A MINIMUM 36" AISLE ON THE CUSTOMER SIDE OF THE CHECK STAND WITH ADJOINING COUNTER HEIGHT NOT EXCEEDING 35" ABOVE THE FINISH FLOOR AND WITH THE TOP OF THE COUNTER LIP NOT TO EXCEED 40" ABOVE THE FINISH FLOOR. 4 WHERE FITTING OR DRESSING ROOMS ARE PROVIDED FOR MALE OR FEMALE CUSTOMERS, AT LEAST ONE LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES BY PROVIDING THE FOLLOWING: a. ENTRY DOORS CONFORMING TO THE REQUIREMENTS OF SECTION 3304 AND AISLES LEADING TO SUCH DOORS CONFORMING TO SECTION 3315.1(a) a (b). b. FULL - LENGTH MIRRORS AT LEAST 18" WIDE 6Y 54" HIGH, THE BOTTOM OF WHICH IS NO HIGH THAN 20" FROM THE FLOOR, AND MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON ON THE BENCH AS WELL AS TO A PERSON IN A STANDING POSITION. c. CLOTHING HOOKS LOCATED NO HIGHER THAN 45" FROM THE FLOOR. d_ A 24" BY 48" BENCH MOUNTED TO THE WALL ALONG THE LONGER DIMENSION OF THE ROOM 11" TO 19" ABOVE THE FLOOR WITH A CLEAR SPACE ALONGSIDE THE BENCH TO ALLOW A PERSON USING A WHEELCHAIR TO MAKE A PARALLEL TRANSFER ONTO THE BENCH. THE STRUCTURAL STRENGTH OF THE BENCH AND ATTACHMENTS SHALL COMPLY WITH SECTION 3105,7,3, e. A MINIMUM CLEAR SPACE WITHIN THE ROOM SHALL BE 60" WIDTH AND 5 LENGTH. NO DOOR SHALL ENCROACH INTO THE REQUIRED SPACE. ACCESSIBLE CHECK STANDS SHALL BE IDENTIFIED BY A SIGN CLEARLY VISIBLE TO THOSE IN WHEELCHAIRS WHICH DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND AND SHALL STATE "THIS CHECK STAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES". age. C$ x , a . : *Me OF wAtAl _ R IS G A California Ca�pora on 3 4764 Park GranaAa. € Calab Caldomia Soite101 91302 MI: 818 222 - 2288 Fax: 818 222 - 2344 i F BLAKE SHELTERS REV9SION OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL UNI oU C=- z }:� U DATE q • CRY OF TUKWILA '11( ',C;; PERMIT C' ENTER GUITAR CENTER - 1 - Li KWI L. WA- A1.2 HANDICAP NOTES CONTEMPORARY Kczy5QARDS AMP DEMO 4 1 _OFFI - C2) 55 SF HA' VICAP AC CE bRK BY OWNER ACCESSORIES 239 3F HANDICAP ACCESSIB CASEWORK LE BY OWNER LOW WALL AT 39" IS 7 WING 37 SF (Il) HANDICAP ACCESSIBLE BY OWNER 13'4' 3' LOA WA LL ATi39 KEY.#' RDS 6 ®P (.1) i), '1.✓ • 24' -0' ROLINS GRIDS 5-5 0 b-O a-5 5-6 v1 1 -0 ®7;71T8" 3'-6' 1 FLOOR PLAN ATA ROOM AREA OF REFUGE, — STRIPE W/ WARNING SIGNS 9,312 SQ. FT. REQUIRED, 1324 SO. FT. PROVIDED) ADJAGEY�T RETAIL SPACE NOT IN S1;OPE OF WORK 4 >E4 2 REGSMICEP 24' -0' — — — LINE OF OBJECTS OVERHEAD j ARE A OF REFUGE k cll`' OF TUKWiA SEP 0 3 !OS9 AS .7ILJ BLAKE SHELTERS REVISION A Calffomia Corporation 4764 Park Granada, Suite101 Calabasas, Calffomia 91302 Tel: 818- 222 -2286 Fax: 818 -222 -2344 DATE OWNER'S REVIEW/ 1.20.99 BLDG. DEPT. SUBMITTAL qq - vl(Qw CRY OF TVKWILA AUG . . PERMIT CENTER GUITAR CENTER'' A2.1 FL OOR PL AN wwwersameoram A 4 9 A Eo LIEN r P PP" IBM1111Mil IPPUI ■B1111 0 ■11 Tuffalit mi r c i .1 moor -relionfrolla k� \B \ � E \ \ �I�■ ■�illii■ Ari ■i ■ ■fii ■ ■ ■ ■I �� l � ■■ ai Gp Ii r1 ilii■iiii■Y■ �IN■■ ■It■ ■ ■ ■� ■ ■ ■■ a 1 X16■ ■ ■11■ E■ ■■■I MENEM ■I6■■■■: • ■■Iniii�i�_i %� ■a N%1u■■■■ ■■■ ■■l • • SI _-J tom[ 1 I w L ✓.o - r EL y - -- I T a H- a CLG HT I4O' ASS I CLG M -0' A I I _ _ w � ' ; i I LI I■■■ ■_ V r1.111211•i u a c. " megoi m.gi AI 1 � :".> 4.r ■ ■■�I iM►_, � %- ■�aaa �..r. W ■■■®N nn UUU 101 pI I v. I I ■i . /■qr ■►�P NI ■►� U� �: INI lIMISIIITIMI `Nii■ ■■■■.uu ••ui ■ ■ ■■■ 1 I ■■■\ ■EM \ I! I mommi IMIMIIMINIMIENME - ME mu' R Lem ■ NNE fig © �h 0 REFLECTED CEILING PLAN SCALE: 0 0 0 tzi EXPOSED GLG. 0 0 O ® O O 0 O ® 0 O 0 0 n O 0 ®o 0 0 CEILING LEGEND L.L! NOTE: 0 SUSPENDED CEILING 2' x 2' A5 INDICATED T -III CEILING SUSPENDED GYPSUM BOARD CEILING EXPOSE) CONSTRUCTION ILLUMINATED EXIT LIGHT Ln EMERGENGY.LIGHTS SEE ELECTRICAL PANS FOR CIRCUITRY ®® 12310 .YES O 0 • E FLUORESCE FIXTURE < "2'OR 7' x4 ' FLUORESCENT FixTI RE LINEAR DIFFUSER AIR SUPPLY Rif: RETURN EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING 15 OCCUPIED WITH LIGHT HAVING INTENS1, OF NOT LESS THAN I FOOTCANDLE AT FLOOR LEVEL. FIXTURES REQUIRED FOR EXIT ILLUMINATION SHA'.l BE SUPPLIED FROM SEPARATE SOURCES OF POWER WHERE REQUIRED. THE POWER SRPLY FOR EXIT ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM IN THE EVENT OF ITS FAILURE. ILLUMINATION SHALL 8= A.TOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM WHERE THE EXITING SYSTEM SERVES AN OCCUPANCY OF MORE THAN 100 OR MORE. EMERGENCY SYSTEMS SHALL BE PROVIDE BY STORAGE BATTERIES. WHEN TWO OR MORE EXITS ARE REQUIRED FROM A ROOM OR AREA, EXIT SIGN WILL BE INSTALLED AT REQUIRED EXIT FROM THE ROOM OR AREA AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS_ EMERGENCY FLUORESCENT FIXTURE TRACK LIGHT WALLWASHERRRAGK LIGHT LIGHTING FIXTURES CITY TUI:W L c. � PRO�D 6 3 1999 nS ni)1LD 2. DE BLAKE SHELTERS REVISION OWNER'S REVIEWU BLDG. DEPT. SUBMITTAL A California Corporation 4764 Park Granada, Sufte10l Calabasas, California 91302 Tel: 818- 222 -2288 Fan: 818- 222 -2344 - 1.20.99 DATE GUITAR CENTER TUKWILA, WA. a2.2 REFLECTED CEIL.iNG PLAN E DRUM ENTRANCE - WALL SECTION CUSTOMER SERVICE WALL SECTION 1 ._ 1 , 0 " STOREFRONT @ ENTRY WALL SECTION O GUITAR WALL - WALL SECTION BOTTOM OF STRUCTURE CEILING LINE 2'X2' ACOUSTIC TILE PEG BOARD 2'X2' ACOUSTIC TILE 3/4" TK. MARLITE DISPLAY 6000 OVER 5/6' GYP. BD. OVER 3 5/6" KR, FRAMING ob O.G. 3/4 "X I /2° EDGE PAINTED 7 3/4" PLYYL SHELF PEG BOARD CASEWORK BY OTHERS 5/8" PLYWOOD PAINTED BLACK PAINTED GYP. BD. 4" VINYL COVE BASE FIN. FLOOR PER SC,PULE EXISTING STOREFRONT GLAZING GUITAR ACCESSORIES - O WALL SECTION ha r =1 : -o " PLYW. ROOF DECK \ PLY!. ROOF DECK FIRE TEiT: GA FILE NO WP on UL 81319 -3f DESIGN .11 2 HOUR SEPARATION WAL WALL SECTION EXISTING MASONRY WALL CASEWORK BY OTHER: - 4" VINYL COVE BASE PAINTED GYP. BP. --�' FIN. FLOOR PER SCHEDJLE FIRE RATED SEALANrr 1/2' DEFLECTION SAGE METAL STUDS, EE Stir. Ab.1 1 5 A. , WHERE OCCURS BOOKS - WALL SECTION V r_,• -o- 2 - /H" TYPE 'X' GYP BD. OP OF GONG SLAB TED SEALANT t,, uiiLA APPROVED :EP 0 3 1999 BLAKE SHELTERS A California Corporation 4764 Park Granada, Suite101 Calabasas, California 91302 Tel: 818-222 -2288 Fax: 818 -222 -2344 DATE OWNER'S REVIEW/ - 720.9P BLDG, DEPT. SUBMITTAL "No -0-2,6,,tp co co UJ co w rn Z Y O CL < 0 a? i _ w � O � Z g . CV I— RECENEO Clt`�OF TUKWILA PERMIT CENTER ra0111111111BRINIIIIRMI GUITAR CENTER I LJ <WILA, WA.- A3 .1 WALL SECTIONS . . . . . . . . . ...... . . . . . . . . . . .-. . .. .. ... ...... "-"•••• ......... ....... . . . ... . . .. ..... .. . . . . . . . . . . . . . . . . . ...... .. . ..... . . .. . ........ ... . .. . .. ... . .. ...........-- -------- ......... ...... „ .... • . . . . . ..... . . . . . . . . . / .. ' .. ' .. ' .. ' .. ' .. ;.' .• ./ . .. • .. . . . . .. ....... ... ......... ........ ....•;;;.".•.•;;;.•.• . • - • • - ., • - - 7;7: • • • ...-..•;,.......... .... ' . ...., ;.. YEL OA - -. . . .. . . . . .-...- ... . .. . .. . ...... - - - ..... -•,... 7.7.7......... • ......-....... . . . . . . . . .. .....:........:•:„:...:.- / -- 1 I 8 BUB r '- 1 MI = ,o-,c .ui -;a � .z -.z - ' 1---- /7 / .1 r 1 i , f ;,' r --- —1 ! # t I 1 T .r_ + el BLUE i T i ._._. =I ■... - 1 ........ ' . ".".".."."."." '.'.'.'. . . . . . . . . . . . . . .".". -4- - I- / 2 L'..BLIJE j T ! -- I .. , 1 I RS, m Kt, OR AER SCALE:1/4 P-5 • ....... INTET OYP ED EELSDR, an, SLA,NALL ,Sm REC.-EU wA...L 'WE. .......... - ........ ....: ...... ........ PG -., : lialii• • • - ) t•-,.... ',L.:6i .V.7.'....... . .. . . . . . .... . ' . ' . ' . " .......... t. ...AK. OAR AC,,E-SELE - -CASEIWORK `Aare,. RT OwNTR , C .. • ' ' • ' • ' ' ' ' • • • '' ....... • ' ' - ................. .. ..... AKRE EASE GUITAR SHOWROOM ELEVATION ..... .. .. . .. • - CASEWORK .. OTMERS At VINYL COVE EASE E.AT ELVE GUITAR SHOWROOM ELEVATION PEGBOARD WALL FiNISH PAINTED CuYP NEON SIGN EY OTwERS GUITAR SHOWROOM ELEVATION 4 VINYL CO, EASE GUITAR SHOWROOM ELEVATION OE'L SLORES TR, -C TO tA TO' A RACE cr TAREDINN - , PEGBOARD NALL FINISN PAINTED GYP EP, -/ - 6r GYR . . . ....... .. . . : . . .... . : . . . . . . ..„ . . . . „ . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . ........... .................. ... . . . . . ..... . . . . .... . . . . . . .. ... . . . . . . ........ . ..... .. . . • .... .... • • • • '" ...... .......... . . " ....... " • ..... ..... . .... ............. . . RANTED G ... • RED / r - PEOBOARD WALL FINow-• TV SHELF PER DETAIL H/ASE PAINTED GYP ED / VtNYE. COVE BASE 8- 8 BLLE SLOTWALL FINISH 4" VINYL COVE BASE BEDJR TT" DES< PEGBOARD WALL FINISH N PAINT GYP. ED / !RAW.. WNITE 4 VINYL CO, BASE PAINTED OTP ED. . . . . . . . . . . ..... " ' SLOTWALL FINISH r L. . r - - - - - N PAINTED. GYP. ED. BLUE CARPET _PT, MARL TE- -SLOTWALL F'WOMOLD PER SPECS \4• CEDAR FLUSH BASE GUITAR SHOWROOM ELEVATION ,G.ON BY OTHERS - . . . . . . . " . . . . ' . . ' . " . ' . ' . • . . .......... „ ....... . „ ... •••••, .".".".".".". . . . . . . .......... ... ............... ........... ............ . . . . . . . . . . . .". .... . ' . . ' . . • . . . . ........ . . . . . . . . . . . ' . ' . . • . . . . .. . . z. . . . . . . . . .:-:-:- . . . .. . 1 1 ! I I. CEDAR FINISH ACOUSTIC GUITAR 1 0BLUE GUITAR SHOWROOM ELEVATION PLAN SCALE:1/16•=1, CORRL1GATED MTL. ROOF I. CEDAR FINISH At' CEDAR FLUSH BASE OP, ' 6,455ifoR eR.t NEON SION BY OTHERS PAINTED GYP BD CITY OF TUKWILA APPROWD SLF 0 3 IS29 US Us US BLAKE SHELTERS REVISION A California Corporation 4764 Park Granada, Suite101 Calabasas. California 91302 Tel: 818-2.-2288 Fax: 818-222-2344 OWNERS REVIEW/ BLDG. DEPT. SUBMITTAL 2.01) GUITAR CENTER' -rukvviL". A4.1 GUITAR ELEVATIONS DATE - 7.20.99 czsmr,/,. 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OTMERS At VINYL COVE EASE E.AT ELVE GUITAR SHOWROOM ELEVATION PEGBOARD WALL FiNISH PAINTED CuYP NEON SIGN EY OTwERS GUITAR SHOWROOM ELEVATION 4 VINYL CO, EASE GUITAR SHOWROOM ELEVATION OE'L SLORES TR, -C TO tA TO' A RACE cr TAREDINN - , PEGBOARD NALL FINISN PAINTED GYP EP, -/ - 6r GYR . . . ....... .. . . : . . .... . : . . . . . . ..„ . . . . „ . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . ........... .................. ... . . . . . ..... . . . . .... . . . . . . .. ... . . . . . . ........ . ..... .. . . • .... .... • • • • '" ...... .......... . . " ....... " • ..... ..... . .... ............. . . RANTED G ... • RED / r - PEOBOARD WALL FINow-• TV SHELF PER DETAIL H/ASE PAINTED GYP ED / VtNYE. COVE BASE 8- 8 BLLE SLOTWALL FINISH 4" VINYL COVE BASE BEDJR TT" DES< PEGBOARD WALL FINISH N PAINT GYP. ED / !RAW.. WNITE 4 VINYL CO, BASE PAINTED OTP ED. . . . . . . . . . . ..... " ' SLOTWALL FINISH r L. . r - - - - - N PAINTED. GYP. ED. BLUE CARPET _PT, MARL TE- -SLOTWALL F'WOMOLD PER SPECS \4• CEDAR FLUSH BASE GUITAR SHOWROOM ELEVATION ,G.ON BY OTHERS - . . . . . . . " . . . . ' . . ' . " . ' . ' . • . . .......... „ ....... . „ ... •••••, .".".".".".". . . . . . . .......... ... ............... ........... ............ . . . . . . . . . . . .". .... . ' . . ' . . • . . . . ........ . . . . . . . . . . . ' . ' . . • . . . . .. . . z. . . . . . . . . .:-:-:- . . . .. . 1 1 ! I I. CEDAR FINISH ACOUSTIC GUITAR 1 0BLUE GUITAR SHOWROOM ELEVATION PLAN SCALE:1/16•=1, CORRL1GATED MTL. ROOF I. CEDAR FINISH At' CEDAR FLUSH BASE OP, ' 6,455ifoR eR.t NEON SION BY OTHERS PAINTED GYP BD CITY OF TUKWILA APPROWD SLF 0 3 IS29 US Us US BLAKE SHELTERS REVISION A California Corporation 4764 Park Granada, Suite101 Calabasas. California 91302 Tel: 818-2.-2288 Fax: 818-222-2344 OWNERS REVIEW/ BLDG. DEPT. SUBMITTAL 2.01) GUITAR CENTER' -rukvviL". A4.1 GUITAR ELEVATIONS DATE - 7.20.99 czsmr,/,. AOC- PERMR CENT. 111111111./ :41:Hp. L p. BLACK f..m = '11.111.111MOMI WM M = = .... = I = „ * 0 11 1 .o-,a 1 , .VgEgi -t7M17EMBES WO INSEREM ' °AVEC ;3, BD r , GARP,. iNAR.GcCT (.1 AMP DEMO ELEVATION SCALE BASS ELEVATION SLOTHALL ‘.T WALL FINISH °BLACK A.F.F. W pER I S . P 4 F.C °L 3 A.F.F. AMP DEMO ELEVATION . . . . . . . . . . . ........ • • • • ...... . . . . . . . . . . . . . . .............. .... • KALI FINISH PAINTED GYP. BO. Z'V.TEE. P-I ISRA BASS ELEVATION \■._.!.) SCALE 1/4 =1 BLUE RAY FLU6mOLF VINY2 ri BASS ELEVATION SCALE 1/4 SCALE:1/16 GRAY 2E9AE AMP DEMO ELEVATION KEY PLAN ST.TkE. BLACK WAINSCOT PLUGMOLD PER SPECS PAINTED GYP. BD. BLACK rzFrArsc—I PER SPECS 0 9 GRAY • - • ...... • - BLUE PEG BOARD . . BASS ELEVATION SCALE 1/4 ,PLUGge ZW.E. GRAY /----1AXETGYE cny SEP 0 3 P39 AS NO f LD Orko AMP DEMO ELEVATION 9 0 F 0 UI F 0 of 0 o_ BLAKE SHELTERS REVISION 4764 Park Granada, Suite101 Calabasas, California 91302 Tel: 818-222-2288 Fax: 818-222-2344 ° OWNER'S REVIEW BLDG, DEPT. SUBMITTAL A California Corporation DATE ci C 0771 L A PERMIT CENTER AMP DEMO & BASS ELEVATIONS 111/1111•11111•311•101 GUITAR CENTER - 11 - 1_1 kW I LA., WA,. 11111111M•1111101101W A11011.11051110111111 A4.2 I I • /\ I � ��P-GR'�Y OPEN -. / pa GRAY S:OTV:AL.. WALL FLASH YELLOW -- - -: - - - - -- / P I GRAY SLOTWAL_ WALL FINISH P3 YELLOW :_::.;:_ _ �.._ _ :__:� —" CASEWORK 6Y OTHERS HANDICAP AC CASEWORK BY OWNER Psi • W YELLOW fire ' \ GRAY 4 1 ®GRAY I 1 \\ I I • /\ I � ��P-GR'�Y OPEN -. / pa GRAY P -I GRAY_ / P I GRAY —if Psi • W YELLOW fire ' RECORDING ELEVATION SALES ELEVATION SCALE 114 =1'$ YEW SALES ELEVATION SCALE 1/4 I r G"P. eD. S OTWALL FINISH L PLVGMOLD PER SPECS PAINTED GYP. BD. VINYL COVE BASE BAR °ASE PAINTED GYP. BD. RECORDING ELEVATION SCALE: 114 = TO RECORDING ELEVATION RECORDING ELEVATION PI.JGMOLD =ER SPECS ,, L PLUGMOLD PER SPECS =AA,LA GYP BO. E PAINTED GYF 3D. ` <• VINYL COVE BASE —4" VA, CO, BASE SALES ELEVATION O SCALE:1 /4"=1•-0" SLOTWALL SH PAINTED GYP BD. - T \ \ FELLOW PLUGPOLD PER SPECS PAINTED GYP. BD. VINYL COVE BASE VINYL BA. COVE N. PRO -AUDIO ELEVATION PRO -AUDIO ELEVATION O SCALE: 1/4 " =1• -0' CEILING SLOPES T.OM 10'-0" A F F TO 12' -O' A.F F. Y E - ;oFA.Arsow oa AplmiiTh ` P-I BRAY OPEN PAINTED GY BD SALES ELEVATION SCALE: 1/4" = 1, PLUGMOLD PER SPECS — PAINTED GYPBD. 4" VINYL COVE BASE YELLOW CEILING SLOPES UP FROM - REFER TO CEILING PLAN PAINTED GYP. BD- O YEt -Law A" VINYL BASE COV PAINTED GYP. &D- PRO -AUDIO ELEVATION PRO -AUDIO ELEVATION O SCALE: 1!4" =1. -0" . / KEY PLAN 0 _) SCALE: 1/16" = 1' -0" C9Y 9 i! i6YliA OFPROVED SEP 0 3 ISS9 b z3 - ss 0_ REVISION DATE OWNER'S REVIEW/ 1.20-00 BLDG. DEP, SUBMITTAL 1 -0( CITY OF TUK`l:!IA 0 is BLAKE SHELTERS A California Corporation 4764 Pak Granada, Suite101 Calabasas, California 91302 Tel: 813- 222 -2288 Fax: 818 -222 -2344 co r co (0 22 W a, o CC H O Z W Q O � 10 aJ o � N Y PERMIT CENTER A4.3 RECORDING, PRO -AUDIO AND SALES ELEVATIONS GUITAR CENTER TUKW!LA, WA. _ Pa I PAINTED GYP. Bg. P3 YELLOW 5k`LF b , �` _- - r4 FiNi9H P II BLUE PL WMOLD PE SPECS --L ..L FIN W FINISH PER SPECS ZIL SLOTNALL P - - FINISH -2 B.l1E _ __— — _ -- .: - _ " VINYL - 4 BASE COVE W, Pi YEL LOW G BO. D.'"' KEYBOARDS ELEVATION KEYBOARDS ELEVATION SCALE: 1/4 CONTEMPORARY KEYBOARD ELEVATION CONTEMPORARY KEYBOARD ELEVATION CONTEMPORARY KEYBOARD ELEVATION , CONTEMPORARY KEYBOARD ELEVATION D.J. ELEVATION © SCALE 1:4° = 1 KEYBOARDS ELEVATION PL.MOLD PER SPECS VINYL BASE COVE 4' VINYL BASE 00`r SCALE 1/4° =1'-0' OPEN AN D.J. ELEVATION O SCALE: 1/4°=1 -0° LPLUGMOD °FR SPF �4' VINYL BASE COVE PAM' . ED GYP. BD P$ YELLO'N P -2 PAINTED GYP. BD. P -2 BLUE BLOTWALL WAiL FINSSf:_ YELLOW PAINTED GYP. BD. KEYBOARDS ELEVATION SCALE 1/4°= 1 -0° Pi fig LOTWALL WSALL FINISH BLUE PAINTED pi GYP. D 4 " VINYL PLUGMOLD BASE'CAVE PER 5PEL5 YELLOW YELLOW KEYBOARDS ELEVATION SCALE: I/4°=1' -0' PE - GMOLD PER SPECS �4° VINYL BASE COVE Q SCALE 1/4°= 1'-0° PAINTED GYP. BD. P -2 BLUE D.J. ELEVATION O SCALE: 1/4 1 -0° KEY PLAN O SCALE:1 /16°=1 -0° PAINTED MAR E SLOTWALL BLUE PAINTED C) BLUE GYP.BD. OBLUE ry PLUGMOLD PER 5PEG5 4" VINY SASE COL VE 4" VINY BASE COVE SCALE: 1/4° = 1-0° "- 20 AMP LIRLUITS TO EA.QUAD OUTLET PAIN/ED GYP. BD_ P -2 BLUE - AINTED BLOTWALL BLUE �-^.- 20 AMP PAINTED CIRCUITS TO GY P. BD. EA. OUAD OUTLET D.J. ELEVATION O SCALE: 1/4° = 1. -0° PLUGMOLD PER SPFLS 4" VINYL BASE l� CITY Of TUKWILA APPROVED CEP f 3 1933 As NDUU Alb 2 z 0 } 0 BLAKE SHELTERS REVISION A California Corporation 4764 Park G100000, Suite101 Calabasas, California 91302 Tel: 818 -222 -2288 Fax: 818 -222 -2344 DATE OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL RECE`.rED Cm'OFTUIIWiLA uc- i PERMIT CENTER GUITAR CENTER TIJ Wia_ 1■161611116 ..111111111111111111161 A4.4 CONTEMPORARY KEYBOARDS,. D.J. & KEYBOARDS ELEVATIONS TUKWILA, WASHINGTON 98188 230 ANDOVER PARK WEST PAINTED GYP �' p$ YELLOW SNEII" , �` _- - r4 FiNi9H P II BLUE PL WMOLD PE SPECS GYP -D P7 YELLOW I gAE KEYBOARDS ELEVATION KEYBOARDS ELEVATION SCALE: 1/4 CONTEMPORARY KEYBOARD ELEVATION CONTEMPORARY KEYBOARD ELEVATION CONTEMPORARY KEYBOARD ELEVATION , CONTEMPORARY KEYBOARD ELEVATION D.J. ELEVATION © SCALE 1:4° = 1 KEYBOARDS ELEVATION PL.MOLD PER SPECS VINYL BASE COVE 4' VINYL BASE 00`r SCALE 1/4° =1'-0' OPEN AN D.J. ELEVATION O SCALE: 1/4°=1 -0° LPLUGMOD °FR SPF �4' VINYL BASE COVE PAM' . ED GYP. BD P$ YELLO'N P -2 PAINTED GYP. BD. P -2 BLUE BLOTWALL WAiL FINSSf:_ YELLOW PAINTED GYP. BD. KEYBOARDS ELEVATION SCALE 1/4°= 1 -0° Pi fig LOTWALL WSALL FINISH BLUE PAINTED pi GYP. D 4 " VINYL PLUGMOLD BASE'CAVE PER 5PEL5 YELLOW YELLOW KEYBOARDS ELEVATION SCALE: I/4°=1' -0' PE - GMOLD PER SPECS �4° VINYL BASE COVE Q SCALE 1/4°= 1'-0° PAINTED GYP. BD. P -2 BLUE D.J. ELEVATION O SCALE: 1/4 1 -0° KEY PLAN O SCALE:1 /16°=1 -0° PAINTED MAR E SLOTWALL BLUE PAINTED C) BLUE GYP.BD. OBLUE ry PLUGMOLD PER 5PEG5 4" VINY SASE COL VE 4" VINY BASE COVE SCALE: 1/4° = 1-0° "- 20 AMP LIRLUITS TO EA.QUAD OUTLET PAIN/ED GYP. BD_ P -2 BLUE - AINTED BLOTWALL BLUE �-^.- 20 AMP PAINTED CIRCUITS TO GY P. BD. EA. OUAD OUTLET D.J. ELEVATION O SCALE: 1/4° = 1. -0° PLUGMOLD PER SPFLS 4" VINYL BASE l� CITY Of TUKWILA APPROVED CEP f 3 1933 As NDUU Alb 2 z 0 } 0 BLAKE SHELTERS REVISION A California Corporation 4764 Park G100000, Suite101 Calabasas, California 91302 Tel: 818 -222 -2288 Fax: 818 -222 -2344 DATE OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL RECE`.rED Cm'OFTUIIWiLA uc- i PERMIT CENTER GUITAR CENTER TIJ Wia_ 1■161611116 ..111111111111111111161 A4.4 CONTEMPORARY KEYBOARDS,. D.J. & KEYBOARDS ELEVATIONS TUKWILA, WASHINGTON 98188 230 ANDOVER PARK WEST .' I i , I ! . ..................... .................. ...... ... ...... ... .................. . . . . . . . . . . .7.7.7.7.7.7: . • .......... . . . . .. - - - - - - - - 1• r--- ........ ....... ............. ...„ . . . . . . . .. . ........... .......... PE& 50A.RD • • • • • - • • - Ns ......, . , . . . . . . . .... ........ , .. . . ....... GR., , PEG BOARD GREEN ..... .. .. . . . . . . . . . . . .- - SBRAT E - - I - ..... . . . .. . . . . ............. • • - - __/-: „. AINTf p 4 VINYL COVE BASE \ COVE BASE \ , WEE f I 0 7- , =NALL FINISN -== = = ..I ACE A , SCALE Idra DRUM SHOWROOM ELEVATION 9 6 , SCALE 1/4".1 DRUM SHOWROOM ELEVATION G. GRAY CGVE DRUM SHOWROOM ELEVATION CYMBALS ELEVATION SLOTHALL WALL FIN. CLEO CYMBALS ELEVATION CARFET TO oT66. FIN:FP ON FACE OF PARDO. ' PEG50AN-6,ALL. .... • EETO,C ,- -Ascc..AF ACCESS:5LE, ,• C ASEAC... B 04BE .. _ .. :,..r ''.. ..`, t — 44 , ,\ • =ANIT_12 . • , ' OTHERS N OPEN TO DRUM F,HELF CYMBALS ELEVATION =M=ZE ME2= CYMBALS ELEVATION ` SCALE 1/4 1 0" CEILING LINE DRUM SHOWROOM ELEVATION PEE BOARD HALL FINISH UE PAINTED GYP BD PAINTED OTP BD DRUM SHOWROOM ELEVATION ri -- 1)_ KEY PLAN 1- SCALE 1/16 TIKI SOFFIT TIKI SOFFIT coy Of TUKWRA APPROVED SEP 0 3 1999 As Alb z 0 0 0_ 0 0 0 BLAKE SHELTERS A California Corporation 4764 Park Granada, 09000101 Calabasas. California 91302 Tel: 818-222-2288 Fax: 810 REVISION DATE OWNER, REVIEW/ 7.20, BLDG. DEPT. SUBMITTAL bqc aTM 995 7 PERMIT CENTER GUITAR CENTER MW LA, WJ A4.5 DRUMS AND CYMBALS ELEVATIONS it II I I I ! I I ' a� r • I I Lilkil — I I '' II r� \ 1 / \ Vii T \ ,. \ I j \ l II VINTAGE ELEVATION VINTAGE ELEVATION \/\ VINTAGE ELEVATION \,/ SCALE: 14' =1'4P VINTAGE ELEVATION DEMO ELEVATION SCALE: 1/4'= 1'{y DEMO ELEVATION SCALE: 1/4' = — xbC ✓AR ,BALL FINISH - e F' EDAR BASE ACOUSTICS ELEVATION SCALE 1/4' = 1,. SCALE: 1/4' = 1'A' DEMO ELEVATION IXb CEDAR WALL FINISH 4 ..= CEDAR BASE DEMO ELEVATION O SCALE V41 . -0 I X 6 CEDAR WALL FINIS. 4° FLIT. CEDAR BASE IX6CEDAR WALL FINISH TRACK LIGHTS VIDEO SHELF >< 6 CEDAR VIAL_ FINISH FLUSH CEDAR BASE 0 SCALE: 1/4° =1LO ACOUSTIC BENC. . l SCALE: 1/18' = 1' -0' KEY PLAN ACOUSTICS ELEVATION ACOUSTICS ELEVATION SOFFIT LINED I x b CEDAR WALL FINISH 4" FLUSH CEDAR EASE ACOUSTICS ELEVATION O SCALE: 1 /4°-1' /1 /!/1 ELEVATION rr/�w1 ACOUS T ICS ELEVA 1 ION O SCALE:1 14 =1' -0 I X CEDAR WALL FINISH RUSH CEDAR BASE 4 CITY OF TUCLCLA AYPR04'ED SEP 0 3 1999 As AWED BLAKE SHELTERS A Califomia Corporation 4764 Park Granada, Suite101 Calabasas, California 91302 TA: 818 -222 -2288 Fax: 818 -222 -2344 L REVISION DATE OWNER'S REVIEW/ 1.20.99 BLDG. DEP, SUBMITTAL .TV Of=TUKWBA DUG 1 7 1:77, PERMITCENTER •ten GUITAR CENTER TtJKWILAN, WA , 4.6 VINTAGE, ACOUSTICS AND DEMO ELEVATIONS TUKWILA, WASHINGTON 98188 230 ANDOVER PARK WEST PAINTED GYP. BD. P -I GRAY PAINTED GYP. BD. PAINTED GYP. BD. CORRICOR / -^' \ \ _ FRP TO 46" .> F.F.' P9 O SILVER GRAY FRP TO 46" A.F.F. a S SILVER GRAY iv E li SANRARY IFACI{"iTIM ANC Y GAL- COMP ,or , ADA • ON JOOP!., LE.ACIE ".. •'ENE SANTA, FACI_! -IES AN ND A ,ER POINT INt: JPWAp SHAD 3E PROVO., AEI "Jil JOJRNA - LEAVE ...OMENS SANFTA, FA„ _ITEE A CROLE THOK AND M PROVIDED rO'ET2G BYM50S 3W._ E CEN- E4.'.' ON THE DOOR AT A-EIGH- 6O "TO LTER AV - =ER -COLOR ANVwTEAS" FEY Ts .CO_'JR ANC CONTRAST T.E DOOR. • TJ'= "r . CONI LS. O-RASL= WT,+ ONE .IAN:. AND GALL v -'."JE -rT GRASPING °'L"YE OR TE nom_ _WRY— O.^NT, .FOR TrE =L- 'rVA:', G ALL VOA., ON TrE W. EVE . ,..LET ALAS NLO ,O, T-N'N - =5" A5CVE: 'W OTP AL,VTE CONTR.. GALL --E A c THAN 5. HALTER Z:t!- �.�, T {IG'r, ;c'O rx vIN1`L , ABOVE FNISEDFLOOR EELS, E,T NO GREATER THAN P • LAVATORY. PROV.- A T LEAPT ONE LAVATORY COMPLYING N TE FOLLOWING C,,T RIA: MNIM/M _*+"!;:_EAR FROM TE FLOOR —E BOTTOM . =E APRON AND K!L CLEARANCE JNCE.R. '.E': FONT i1F "TA_ AND SO" WIDE AND War 9'+'IMMhM TH AT T E TOP. TM CLEARANCE AT :$ BOT'OM A1Y7 YEA OM T-E FRONT OF TE LAVATORY P• H.N. 30' AIDE AID N VEEP. TE .EIGHT OF 1E LAVATORY 5•ALL BE S NANDICAPPEE WATER CLOET COMPARTMENT DODDERS GAL BE SELF CLOSING. ALL MARALLY O FATED S".ITCI`E5 AND '."ON-F. _5 GALL �F LOCATE: ETHEEN 5, AND 4 5" AFf • NEE AMA„_ ARE +ROVO. , AT _AST ONE NT- A RIY 'FRO,T!NL A 'N"! N _ FRO•", THE WALL AND AT MAxINT,,M T' ABOVE T-E FLOOR GAL PROVID.r • FLUSH CVNIROLS SHALL BE OPERABLE NIT+ ONE NAND ASO S NCT'R_FOJIR_F TILT GRASPING, PIN[,HING OR TASTE OF TEE •R'ST AN; YALL E NOUN,: NO MORE THAN 4A' ABOVE TIE Fes. T-E FORCE ERUP TO ACTIVATE CONTROS SHALL -PE NO GI ATER TNAN 5.5 PER FOOT. FAUCET CONTROLS AND OPERATING • ECHANISMS GHAL E O NI ONE. HAND ASO SHAL NOT REOJiRF 75, GRASPNG PNCHNG DR TWISTING DF -{: WRIST. Tie FORGE RE2/IRED ACTIVATE CON GALL EE E GREATER THAN 51.E5. LEVER OPERATED PEN --.m AND ELE TRONICA , .CONTROL LE YEOiANSMS ARE EKA.: _�- fF A ...T.AB`E ar larhe SELFELOSE VALV,, AQ AL.O. :F TE FA C, REMAN✓: OPEN AT _AST, 10 • CONTROLS FOR NA, i5r VALVES TALL +1OV'TEO ON TIE WIDE S. OF TOILET A,AS. • ALL TOIL: TSSE ESP<N,TRS SHALL E INSTAL " OFF T-E FRONT F_J".z OF T-E TO LET SEAT AND A MINIM, I9 ABOVE T-E FLOOR G.,. PROVDED. • :O1i,1 ROOM FL.001 SHALL HAVE A SMOOTH, HA, NON-ABSORBENT A!E Sr, PORTLANO !,ENT.;J,JN�Rr E C.L,A.IG TE OR,.^'H -R APPROVE MATERIAL nHLil _ TEMP UPWAR7 ONTO ^-E W. SAT LEAST -' NA-5 WITHIN NAT, .0..T COMPARTMENTS ASO WALL Nr HIN rlF TiE:'FRONT AND 5 FS OF :RNA. SHALL E SKILAR, NENE TO A -EIGHT OF 4B' AND, EXCE?r FOR STRYTUR,t ELEMENTS, THE MATERIALS LSFP, IN SUCH HALS SHA_ E A TY, NIEN G NCT ADVERSELY AFFECT , MDISTLE. TE MSOE AND O.TBDE OF THE COMPARTMENT POOR SHALL E EOJIPPEE • WITH A LOOP OR LLSiAPED NAND_ IMMEDIATELY -,AA T-E HATyI TE LATCH SHALL E FLIP -OVER STYLE, SLOE, OR OTHER HARDWARE NOT WRNS Tai UER TO GRASP OR TWIST 6.5 EARS • GRAB BARS AT THE SOE SHALL E AT LEAST 42' LONG W'.T. TIE ,ONT END POSITIONED 24' IN FRONT 6 THE N..' `R CLOSET STOOL, T:E FORWAT EMJ GA! E 5S MN. FROM T.E BACK WALL 3Ff P.MNG 12" N.A FROM WALL AND G EARS AT T BACK. SHALL BE NOT LE55 THAN 56 LONG AT b' MAX. FROM C�cIER OF WALL. • T-E DIAMETER OR WIDTH pF THE GRIPPING SOW,.. A GRAB BAR SHALL E V ' TO IN.C OR T-E SHAPE GA._ PROVIDE AN EOUIVALEIT GRIPPING- SUER =ACE • IF TE GRAB BARS TO A WA_, TIE SPACE GC THE NOS, AID THE GRAB BARE SHALL E I -I/2" • A ARAB PAR AND ANY WALL OR O'ER alRFACE ADJACENT GALL E FREE OF ANY SHARP OR ABRASIVE B_EMENTS • EDGS STALL NAVE A MINIMUM RADIL5 0 I /P.' • THE SECTJRAL 5T GTH l GRAB BARS, TUB AND GOER SEATS, FASIBE52.5 AND MOLNnNG .VICES SHALL MET THE FOLLOWING SPECIFICATIONS. 6. x.42). STRE% IN A GRAB BAR OR SEAT INDUCED BY TTE MAXIMUM BENDING INVENT FROM THE AFI iICATION OF A 2,0 POINT LOA, GHAL E =% T,IAN THE ALLOWABLE STRESS FOR "HE MATERIAL C'F T-E GRAB BAR OR SEAT. b. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT EY THE APPLICATION OF A $O -LB. POINT LOAD SHALL BE LF55 THAN THE ALLOWABLE SMEAR STRESS FOR THE MATERIAL OF TE a RrE EAR OR SEAT AND ITS MOUNTING BRACKET OR OTER SUPPORT 15 CONSIDERED TO E FILLY Y RESTRAINED THEN DIRECT AND TYIRSIONAL SEAR STRESS SHALL NT EXCEED TE ,... LE SHEAR STRK5. r. GEAR FORCE INDUC IN FASTENER OR MOUNTING DEVICES FROM TE APP_CATION OF A 250 -LB. POINT LCAD GIALL 9E � THAN rE ALLOWABLE LATERAL LOAD OF EITHER T.E FASTENER OR MOJI.T'NG DEVICE OR TE SLPVORTING STR'iCTL , ...EVER NAG TE SMALLER ALLOWABLE LOAD. -.BILE FORD_ IN1D , IN A FASTS ER EY A PIRLT TENSION FORCE D A.'J -L.. FOUNT LAD, P1JY TE MAXIMUM MOMENT <DM TG_ APPL AT:ON. A.0-L B. POINT LOAD, SHALL BE Lf✓°5 THAN TIE ALLOWABLE ern- IORAWAL LOAD ETW_ -FN T,E FASTENER AND SUPPORTING STRUCTIK --. s GRAB BAFV=GAL NOT ROTATE WITHIN TER FrrTIES. DRINK. FOUNTARG • THE DRINKING FAIN SHALL E A MINIMUM 9' IN DEPTH AND Tr HC- GALL 3r= CLEAR AE UNOESTRUCTED KNEE SPACE L 1327 -E DRAKE FONTAIN NOT LESS THAN '• IN EIGHT AND V' IN DEPTH, TtE -PiH NEASUREENT B 1NG TAKEN FROM THE FRONT EDGE OF TE FOUNTAIN. ADDITIONALLY, TrpTS GAL BE TOE CLEARANCE G 9" IN HEIGHT ABOVE THE FLOOR, AND F' IN Dff'iH FROM TE FRONT EDGE OF THE FOUNTAIN. A SIDE APPROACH DRINKING FOUNTAN IS N. ACCEPTA$I,S. • THE EBB-ER SHALL E ACT VATFWE BY A CONTROL WHICH IS EASILY OPERATED EY A DISABLED PERSON SUCH AS A NAND—OPERATED LEVER "TYPE CONTROL LOCATED WITHIN b' tTr THE FRONT OF THE DRINKING FOUNTAIN ETC. TE. B.55L3R OUTLET ORFICE SHALL E LOCATED WITHIN THE FRONT ,T TIE DRINKING FOUNTAIN AND SHAT. E WITHIN 36" OF TE FLOOR. TIE WATER STREAM FROM THE BUBBLER SHALL E SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. AT KITG¢N CCOITE SREAK SINKS • FAUCET CENTE 5 AND OPERATING MECHANISMS SHALL E OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINY, INS OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROL SHALL E NO GREATER THAN 51E5. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY C.MPOLL£D MECHANISMS ARE EXAMPLES OF ACCEPTABLE. LI=51GN5. SELF-CLOSING VALVES ARE ALLOWS IF TE FAUCET REMAINS OPEN AT LAST 10 SECONDS. CONIRA.TOR TO PROVOS APPROPRIATE MALE, FEMALE AND HANDICAPPED ACCF}�IBLE SIGNS ON THE DOORS TO THE RE 511200E. THEY SHALL E MOUNTED AT 60' TO ,DiTER AF F. B O ENTRY SOFFIT DETAIL SECTION NEON COVE DETAIL 1 1/2" =1-0• LAVATORY TWO R GR g AR36x42 SPACING BET AST META BRACKETS BAKING PLATE, SEE C A6.1 SCALE: VY TOILET PAPER TYPICAL GRAB BAR 1 1/2 " =1' -0" /�- NET, ° ANNES MIRROR META. STUD WALL CONSTRUCTION CERAMIC TILE WHERE OCCURS 1 I /2 �— BACKING PLATE, SEE A6.I CLOSED END 3 /d" INSIDE RADIUS I /2'm STANDARD STEEL PIPE HELD AND GRIND SMOOTH ALL .JOINTS CAST METAL BRACKET • 5 /A' TYPE 'x' GREEN BD. I I/2, STANDARD STEEL PIPE — C.OMTE SCREWS, 2' MIN. PER ER.'L' KET LPL...: :..NAT, TO BACKING PLATE Ai (ii i' S CALNTERSUNK SCREWS ._. METAL SLEEVE TOWEL CEILING FURR - DOWN 1 1/2" =1' -0" NORTH (WOMEN'S) / SOUTH (MEN'S) CARPET `C" WAINSCOT ATTACH AND BRACE TO EXISTING STR...RE ABOVE AT 32" OC. ACOUSTIC, CLG. TILE DRINKING FOUNTAIN ELEVATION O ENTRY REFLECTED CEILING PLAN CORRUGATED PANEL END DETAIL �� HEST (WOMENS)/ (HENS - 51MJ TOILET ACCESSORIES STANDARD MOUNTING HEIGHTS TOILET ELEVATIONS (EXISTING HANDICAPPED ACCESSIBLE) SCALE: 1/2 V-0 EXIT SCALE: 1/4" .1' -0" OFFICE � I GARPCCT V OVER 2' -10' 3/4' PL •=D N.111111. O ENLARGED ENTRY PLAN FORWARD APPROACH ONLY ELEVATION • mix • L__J ENTRY/ I EXIT I ILEI MEN\ i SECTION OF ENTRY DESK 3/4 =1 -0 2 ENLARGED RESTROOM PLAN (EXISTING) APPROACH ONLY I J 1 - ICiil' OF TUKWILA } MIN }- APPROVED ELEVATION SEP 0 3 1993 AS NOTED BUILD,. DIVISIONi 1 F/ ' y I . -6• Lin 1.1 MIN 1 f Zi SECTION PLAN PLAN • LEVEL CONTROL B. SHALL BE A MAX. 6 FROM FRONT EDGE • EEBLER STREAM SHALL BE SUBSTANTIALLY PARALLEL TO FRONT E7GB. A MIN 4° HIGH • IF ALCOVES DEPTH 15 GREATER THAN 24" THEN ALCOVE WIDTH SHALL BE A MINIMUM 3b' ACCESSIBLE DRINKING FOUNTAIN SCALE: 114" = 1' -0" I BLAKE SHELTERS gE 6 k X 4a d 9 §F E¢� z 0 F V I- 0 V REVISION 4764 Park Granada, SuKe101 Calabasas, California 41302 Tel: 818- 222 -2288 Fax: 818- 222 -2344 A California Corporation CO 1— U w Z Y IY Q F9 0_ Z Ce wQ o z J C•1 I- OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL ENLARGED PLANS DATE - 1.20.99 -bqq- (-0 REOENE3 CYTV CF TUKWILA 109a ^'ERMIT CENTER GUITAR CENTER T'.JKWI WA- A5.1 K GA ANGLE A E C_G. PORTION OF TILE Ic, GA. Aw , . DISCONTINUOUS WALL FRAMING SCR'YG a C A. EsC BAAN� a �.. DASD,. BRACE '!� \ z FOR : ACHNE EYT:IRE -TAE TRACK M_TA:. STUD - BRAGIN- IF- .z-NrR BRACE LENS, - ;'_'J°TO T-5 L. e`L- T.+:SDOS. TO MAY Ls 2040555 4,20-0,5- BRACE SIN - rE1eR. O BRACING DETAIL - SECTION 1 112 =1' D" NOTES: NV _?3 GV. CHANNEL-- SFAPEO ST-GS 2 <' ON GENTSR w y. ONE FULL - :_EN,� lA!EiR OF 56' -YPE 'X• OFFS,R✓ BOARD AWlIED VERTICALLY A-rAGHEO WIT - P LONE NO 6 DRYWALL SCREWS TO EACH STUD SCREWS ARE 6" ON CENTER AROND THE PERIMETER AND 12' ON CENTER ON THE INTERMEDIATE 5,10 TAE 6TP. ED MAY EE AmLIED .+DRIZONTA�Lr vVHBN ATTAR ED TO 3 66' STIOS AND T!E .v INTS ARE ST _ H TH05E '.1N THE OPPOSITE SCE SGRE, FOR THE :+ORIZONTAL APP,GATIO'.S SHALL BE 6' ON CENTER AT 'VERTICAL EDGES AND 12" oN CENTER AT INTERMEDIATE ST,S WALLS ANT, FRA-1 A SEG. 230E (A) Cam, -"RAC AN'D STRULTRAI. PRAMIK G-IAL . EE AEG,_ ED',4= ARD FLUME IN AGGCADAALE N:TH THE DESIGN. f51 INTS <IO R H/A,1S. INTERIOR , PERMANENT PARTITIONS, AID - FMPORAI, PARTITIONS W.IIGA EXCA b PST IN •E16HT SHALL BE D'�IGN© TO RESIST Al LOADS TO NNHIGH THEY ARE 5- EJECTED E..' T NOT 1_ =moo TmAls A FORGE OF 5 POUNDS PER 50.JA2F FOOT APPLI IF,,ENDIGJLAR TO TIE THE DEFT TAON OF SY ✓ UNDER A 1017/ OF 5 POJND5 Pic 50.1.42E FOOT SHALL NOT EXCEED './2.7 OF THE SPAN K7/2 W WITH ERRT P FAN15iES AND I /120" OF THE SPAN FOR PIALS.WITM F_X!EIS FINISHES. SEE TAEL E N.D. 23-: FOR EARTHOJAKE D=r�;6n REOUIRE!EI.TS WHERE SU,., -.2 ✓•MEETS ARE MORE RESTRICTIVE. Nor, FASTEN TOP AND sorrow TRACK WITH li4" ROUND POANER DRIVEN FASTENER; (IGSO e3EC OR UFO) AT 24 OL 'METAL STUDS TO HAVE MIN 5 P5F LATERAL LOAD GAF/NG:TY TYPICAL AnIL« EA. SOE 2 .2 z6 GA. 57.05 048' OL . STA6GER::D TO ALTERNATE SIDS OF WALL (ry MIN. 0434 INN (EA SIDE 0 4, OE. OR STAGGERED 0 36' OL.O WAi..5 SUPPORTING, OR ATTA(AED TO CASEWORK, OR OTHER 50UIPMENT) CONT. TRACK (6 GA. WALLS 5JP 0.. OR ATT.. TO CASEWORK OR OTHER EQUIPMENT) 6 GA. RIMER TRW, GEILINS l4Tlc OCCURS . RMECT. CEILING PLAN WAIL- FINISH H,B4.1AN- PER SLHED. SEE PANS FOR WALL TYPES - ' A4- ' 574104, MET . EA. LEG Su5P GEL. SOLID 6 GA TRACK ER!DG;NO CC. MAN 4 2 SMS LEON PROFILE'EAC SCREWS 3/8•=1' - 0" 16 GA ER0 - / CHANI : CONT. 0 4 -0" OL - -/ �✓ ^ - OR PC S'RErS / :NLr rc WE LDw -� 0 O G TYP. BRIDGING ATTACHMENTS N.T.S. n D5 , PO S35 OR CO LOW VELOCITY FASTENERS ri7.4 STEEL WASHER O 7-0" OL . a b" OF ENDS TYP ADD ADD L PIN EA S'DE OF JAMB STUDS !TYP, • TYP. STUD/TRACK ATTACHMENT M N.T.S. PLYWOOD SHEATHING - 3 4 12x2" NT. SCREWS - WALL FRAMING AND REINFORCING AT DOORS AND WINDOWS STEE SV' BRACING HEAD AT R SEISMIC WALL BRACING DETAIL , � �� JA , J ROOF DECK - SECTION 1/4" =1'7 S 11/2'=1, -C" DDTYLSN 0 PARALLEL 40 PLYWOOD SHEATHIN6 2"x2" 14 6A, BENT ANGLE BRACING STIFFENER - -- WHERE READ, DO NOT ATTACH BRACING TO 2x4 JOISTS STUD MERE NO DRYWALL PROVIDED ON PIER SIDE OF ST.., PROVIDE 0.0,444/ 'b GA BRIDGING CHANNEL CANT. 0 4-0" C G. BOTH SIDES OF STD W 6 GA. TRACK BRIDGING AT X111 PB114N FOR FRTER INFORMATION S T NOTES - RUNNER TRACK 4b GA. SCREWS EA. FLANGE OF STA TRACK CDpLAN 12" O.G. NP ADD 20.125600 STUD d TRACK, BEND WEBS EA. END 1 SCREW TO PLYWOOD W/2- 4 12x3' WO. SCREWS EACH END, (MAX. L "8' -0") 4 12x2" WD. SIRENS 12 S. JOIST OR ROOF TRU55 PERPENOIC LAR TO WALL SCALE: 1 1/2" = 1' SINGLE OR DOUBLE WOOD TOP PLATE AND TRACK LINTEL AT OPENING 4' -6" TO 8' -4" TYPE "A" BACKING PLATE 3"=1' -O " , J N.T.S. ANCHORAGE - TOP OF NON - BEARING WALL LINTEL AT OPENING 0' TO 4' -6" 3 " =1 %0" PLYWOOD SHEATHING .1015T OR ROOF TRUSS PARALLEL TO WALL 3 -I/2" X I -I/2 X 16GA X I -I/2" LONG LLV- WITH 2" LONG X 3/16" WIDE SLOTTED HOLE IN VERTICAL LEG. I - 12d NAIL TO JOIST WOOD BLOCKING AT 24" O.G. 3/8 "=1' -0" N.T.S. 16 GA. DEFLECTION CLIP / /7 /1/.1 / /y 3 51.45 MIN BACKING PLATE 6'x1 -I/4° 16 GA. TRACK NOTCHED AROUND STDS. 1.- WALL STD 19.ANGE5 ARE CONTINUOUS. 2.- TYPE "A" BACKING PLATE FOR MISC. ITEMS. IE. SURFACE MOUNTED MIRRORS; WASTE RECEPTACLES, TOWEL DISPENSERS, ... MAX. WT = 50 LBS. 3- SEE NP. WALL FRAMING FOR GAUGE OF STUDS. 4- VERIFY LENGTH, HEIGHT, LOCATION OF BALKING PLATE AND NUMBER REM,. WITH ACCESSORY MANUFACTURER 5- USE 412 SELF TAPPING SHT. MTh. SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE TYPE "B" BACKING PLATE N.T.S. SCREWS TOP 4 BOTTOM GA. TRACK CHANNEL STIFFENER:, WELDED TO CONTINUOUS PLATE AA SHOWN. CONT. 6,14 GA. PLATE. 2 F.H.S.MS. 70P d BOTTOM OR 14 GA, PLATE PRE -DRILL 3 46 LOW PROFILE HEAD SHEET METAL SCREWS. 4'k1- 1/4'x16 6A. TRACK CHANNEL STIFFENERS WELDED TO CONT. PLATE A5 SHOWN 2 412 SCREWS TOP a BOTTOM PLAN - SECTION SECTION YE "G" BALKING PLATE FOR ALL UPPER WALL HUNG CABINETS (OVER 2 SHELVES)- WALL - MOUNTED EOUIPJUP TO 200 LBS. PER FOOT. 2.- USE 412 SELF - TAPPING SHT. MR. SCREWS WHEN ATTACHING ITEMS TO BALKING PLATE. 3: WALL STUD FLANGES ARE COMINIO'J5. 4- VERIFY LENGTH, HT., LOCATION OF BACKING PLATE AND NUMBER REDD. WITH MANUFACTURER OF ITEMS. RE TYPE "C" BACKING PLATE ATTACH FLOOR TOP TRACK W/ SHOT PINS O 1 00 WHERE BALKING PLATES ARE REQUIRED NO OPENING ALLOWED WHERE BALKING PLATES ARE USED FIN. CEILING SE REF TED CE ILING PLLECAN. OR 'C SACK. PLATE PER PLANS 16 GA. 'HOB STUDS WHERE BACKING PLATE IS REWIRED FOR TYPE 'B" RTES: I.- TYPE °B° BALKING PLATE FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES, BASE CABINETS, FULL HT. CABINETS, FILM VIEWING COUNTERS, WALL HUNG BENCHES, HANDRAILS, GUARDRAILS, GRAB BARS, WALL WING EQUIP. ETC. 2.- SEE NP. WALL FRAMING FOR GAUGE OF STUDS. 3.- VERIFY LENGTH, HT., LOCATION OF BALKING PLATE AND NUMBER REO'D. WITH MAWIEACTURER OF ITEMS IN NOTES. 4.- USE 4 12 SELF-TAPPING SHT. MTL. SCREWS TO ATTACH ITEMS TO BACKING P TE. 5: WA STD FLANGES ARE CONTINUOUS. NOTE: SEE GENERAL NOTES FOR SIZES AND SECTION PROPERTIES OF STUDS SEE NOTES BELOW FRAMING AT BACKING PLATES � TYPICAL 20 GA. (MIN) SCREW STUDS. n BACKING PLATE b "x1-1/4" lb GA. RAC, NOTCHED AROUND a SCREWED TO STUDS. PRE -DRILL FOR SCREWS FOR T.V. MOUNTING USE THREE. 6 -1/4" 6 GA CONT. 6'x14" GA. PLATE MIN. 2 STUD BAYS PRE -DRILL FRAMING AT UTILITY OPENING 3/8" =1' -0" 12 GA. 2 °x 2' x O -3 12" LONG ANGLE FLOOR ANCHOR WELOED TO 5 L ANCHOR TO FLOOR TH A TRACK WITH 2-I LONG ANGLE HILT! TI D S BOLTS USE 12 GA. 2"x5-1/2.0, LONG ANGLE WITH 2 HILTI DS 42 PIO 535 DRIVE PINS 16 GA. TRACK a OPENING JAMB STUDS STEEL TO ST._ STEEL TO STEEL W/ DRYWALL LOVER PLYWOOD TO STEEL DRYWALL TO STEEL LATH TO STEEL STEEL TO HEAVY STRUCTURAL STEEL I ADD SHOT PIN a EA. S:DE OF JAMB HT[ LOW VEIOGITY POWDER ACILTIVATED TE NERS. PNEUMATICALLY DRIVEN FASTE (ILBOr238 NP 4 PAN HEAD LOW PROFILE HEAD a 12- 24x1 -1/4 TEK 5/5 DESIGNATION USE AS.T.M. -GRADE IL 2OHD5358 END A- 4465RADE A 0246 0.441 201105355 BRAGS A- 446,GRADE A 0246 0.441 20405356 STD A- 446G A 0246 0.447 20 TRACK A- 446,GRAE A 0.(16 0.371 STIS SLIP/TRACK A- 446RADE C - 0 40 STUD/JOIST A- 4465,GRADE G 0.496 459 0TI6 I 5716 SLIP- 446,GRADE D - - IbT000 TRACK A- 44658.40E A 0511 1545 Ib STUD A- 446,GRADE A 0499 3996 187800 TRACK A- 446b2S:E A 0.g13 5240 4 8 a lb" OC FLOOR TRACK DOOR JAMB DETAIL - SECTION CONNECTION / SCREW TYPES CONNECTION TYPE SCREW TYPE ( SELF - DRILLING, SELF- TAPPING Fy 33 Ks, HEX WASHER HEAD 1>aanatnama PILOT POINT BUGLE HEADALL THREAD BUGLE HEAD 1 /lb DIA. BUGLE HEAD ALL THREAD Ococanav ff® 1/2 DIA, FLAT WAFER HEM. DIA, PAN WASHER HEAD METAL STUD NOTES DOUBLE 1 425° JAMB STUDS AT OPENINGS TO 4' -0° WIDE TRIPLE "HDE JAMB STUDS AT OPENINGS TO 8'-4" W DF METAL STUDS. A. METAL STUDS HAVE BEEN CHOSEN BASED ON 'ANGELES METAL SYSTEM" CATALOGUES (SEE AL50 I.LB.O. REPORT NO. 1115 -P). ALTERNATE MANUFACTURERS MAY BE SUBSTITUTED PROVIDING THAT ALL MATERIAL PROPERTIES SATISFY THOSE SPECIFIED, THAT IC B.O. REPORT ON THE SUBSTIM THAT IS AVAILABLE, AND THAT CHANG E ORDER APPROVAL 15 RECEIVED FROM THE STRUCTURAL ENGINE GALVANIZED METAL STUD FRAMING SHALL BE THE FOLLOWING-: I. INTERIOR WALLS WTH GYPEOARD OR PLASTER ONE SIDE ONLY USE STUDS A5 FOLLOWS: STUDS: MAX. FLR. TO FLR HEIGHT 20HD5358 AT lb" OG. (PROVIDE lb GA. BRIDGING CHANNEL PER GI) 2. INTERIOR WALLS WITH GYPBOARD OR PLASTER EACH SIDE USE STUDS AS FOLLOWS: STUDS: MAX . F_R TO FLR HEIGHT 204E5355 AT 6' 00. 13' -0" CITY OF TUKWILA 20f09350 AT lb 0C. 16'-4" APPROVED 20405600 AT 16' O.G. 24 18HD58(0 AT Ib' O 0. 34' -0' SEP 0 3 1299 STUDS EXTERIOFGR WAI LOWo: L5 WITH 8,980A91) OR OR PLASTER EACH 5 DE USE AS STUDS MAX. FLR TO FLR HEIE'T ... 16HD5400 AT 16' O.G. C. ANY STUD FLANGE THAT DOES NOT RECEIVE GYPBOARD, PLYWOOD, OR PLASTER FINISH SHALL BE BRACED USING A.M.S. I -I/2 OR CHANNELS 0 4-0" O.G. MAXIMUM. 0 TOP AND BOTTOM TRACKS FOR ALL INTERIOR STD WALLS (EXCEPT SLIP TRACKS) SHALL BE AM.S. 20 GA. TRACK UN.O. E. TOP AND 3r: TTOM TRACKS FOR ALL EXTERIOR STUD WALLS (EXCEPT SLIP 000000) SHALL BE A445. TRACK SAME 0AGE AS S 6 GAUGE MINIMUM. F. WHERE CABINETS ARE TO BE WHORED TO STUDS WALLS, FOLLOW TYPICAL DETAILS FOR STUDS AND BACKING PLATES. G. SLIP TRACKS AT TOP OF WALL SHALL BE lb 6A DEEP LEG TRACKS WITH A MINIMUM FLANGE WIDTH OF I -1 /4T H. METAL STUDS, TRACKS CHANNELS, ARO ACCESS ORES SHALL BE GALVANIZED CONFORMING TO AS.TI, A 525 0-60. I. STUD AND TRACK PROPERTIES SHALL BE AS FOLLOWS: 1 BLAKE SHELTERS 1 • 5 x'u ag 3B ffH gg� 4764 Park Granada, Sufte101 Calabasas, California 91302 Tel: 838- 222 -2288 Fax: 818 -222 -2344 REVISION OWNERS REVIEW/ BLDG. DEPT. SUBMITTAL A California Corporation FRAMING DETAILS 820 T YF(:I<T OD CO co co ICI a) 0 cc I 0_ Z cc w > < Z o N 1- DATE 1.20,89 Lci e r -061P REC EIVE[` CT'OFNI(WIIA AUG 4s ri GUITAR CENTER TC_JKWILA., WA. A6.1 EMf PIPE F22 EGNEDULE 3/4" EMT TO 5' -0" LONG EMT FROM 5 -0" TO 6'-6 LONG I I/4" EMT FROM 6 TO 6 LONG 1 1/2" EMT FROM V -O TO 9' -6 LONG UNDERSIDE OF STRUCTURE EMT PIPE (SEE SCHEDULE) -BAR OR GYP. BD. CEILING SYSTEM ,SEE SUSPENDED T -BAR SYSTEM NOTE 2 \ 8" MAX. 1 - 11111111 Minimum' IIIl0111111111101111111A POP RIVET NOTE: RESTRAIN CEILING SYSTEM AT TWO ADJACENT WALLS LEAVING REMAINING WALLS UNRESTRAINED © SUSPENDED CEILING DETAIL 3" =1' -O" \ACOUSTICAL PANELS STANDARD LEDGER ANGLE CR055 HANGS: I -#10 S.M.S. a EVERY 16" O.G. INTO STUDS. NOTE:• Her, SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILING SHALL BE INSTALLED IN ACCORD 19 F STEEL COMPRESSION STRUT O. WITH RATIO OF 200 MAX. STAN DAD 94 UNIFORM BUILDING LODE CHAPTER 25 AND U.B.G. ATTACH TO MAIN RUNNERS WITH ITH 1/ V4" " .G MACHINE NE BOLT AND TO STRUCTURE WITH 3/16" DIA. POWER-DRIVEN NAIL. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. HANGERS_ HANGERS FOR SUSPENDED CEILINGS SHALT_ BE NOT LESS THAN THE 51YES GET FORTH IN TABUS NO. 25 -A, FASTENED TO OR EMBEDDED !N THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FUL_L STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 1 /6" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER TYP. SPLAY BRACING DETAIL SUSPENDED CEILING SYSTEMS TABLE 23 -J SUSP° ' CEILING FRAMING SYSTcMS SHALL EE DESIGNED TO RESIST A LATERAL FORGE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. FOR PURPOSES OF DETERMINING THE LATERAL FORCE, A MINIMUM CEILING WEIGHT OF 5 POUNDS PER ARE FOOT SHALL BE USED. I.ERE THE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING METHOD MAY BE EMPLOYED: A. LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90" APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSSRUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45" FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12' O.G. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4' FROM EACH B. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. G VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN CHAPTER 41 WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF GROSS RUNNERS AND MAIN RUNNERS BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES AS MAY 0C0UR WHERE THE CEILING IS DISRUPTED BY A WALL. LIGHTING FIXTURES AND AIR DIFUUSERS SHALL. BE SUPPORTED DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. EXCEPTION: I. RECESSED LIGHTING FIXTURES NOT OVER 56 LBS. IM WEIGHT, AND SUSPENDED AND PENDENT HUNG FIXTURES NOT OVER 20 LBS. IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM RUNNERS BY A POSITIVE ATTACHMENT SUCH AS SCREWS OR BOLTS. 2 AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 LBS., AND WHICH RECEIVE NO TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS. THE ABOVE REQUIREMENTS ARE INTENDED TO BE IDENTICAL TO THOSE CURRENTLY ENFORCED BY THE CITY OF LOS ANGLES. UBC STANDARD 25 -2 0994 UBG) IS ALSO AN ACCEPTABLE BRACING METHOD. OTHER METHODS MAY BE USED PROVIDED THEY ARE SUBSTANTIATED BY DESIGN CALCULATIONS USING THE LOADS SPECIFIED IN CHAPTER 167 (19S4 HANGER WIRE ALLO(S TENSION 4 12 1704 411 225 410 300 12 GA. VERTICAL HANGER WIRE 6 4' -0" EA. WAY W/ MIN. 3 TIGHT TURNS IN 11/2" BOTH ENDS OF WIRE COMPRESSSION STRUTS SEE DETAIL 2" MAX. FROM BRACE WIRES TO CROSS R'UNNER — r- SEISMIC LOCKING PIN \� 45 M � \ � , A` ;'llll , -- ,„..„,/%,;--- MAIN RUNNER GROSS RUNNER 12 GA. BRACING WIRE Wi MIN. 4 TIGHT TURNS IN 11/2" BOTH END OF WIRE TYPICAL ALL WIRES SHALL BE GALVANIZED ® SUSPENDED T —BAR CEILING 11/2 " =1' -0" ANGER WIRE AN . FuNNGR CROSS RUNNER LOCKING CLIP TO FASTEN GROSS RUNNER TO MAIN RUNNER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATERS WITH BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 X DESIGN LEAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MINIMUM 60 POUNDS). OR, GRGGS- FURRING SHALL BE SECURELY ATTACHED TO 766 MAIN RUNNER BY SADDLE- TYPING WITH NOT LESS THAN ONE STRAND OF NO. 16 CR TWO STRANDS OF NO. !6 U.G. GAUGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. RUNNERS AND FURRING. THE MAIN RUNNER AND GROSS- FURRING SHALL BE NOT LESS THAN THE STYES SET FORTH IN TABLE NO. 25 -A. EXCEPT THAT OTHER STEEL SECTIONS OF ECJI VALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THIS TABLE. CITY OF TUIC'ii =. APPROVED SEP U 3 1900 AS NOTED 0 COMPRESSION STRUT DETAIL $(1i1_@r SUSP. CEILING SYSTEM o CEILING SUSPENSION SYSTEM NTS v NTS I BLAKE SHELTERS ig 6 ti 4Y A California Corporation 4764 Park Granada, Suite101 Calabasas, California 91302 Tel: 818 -222 -2288 Fax: 818- 222 -2344 OD 40 w a) Z Y O d Z Ce W 0 2 i Z o N I- F REVISION OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL CEILING DETAILS DATE 7.20 .99 b q O L © U K WIfA PERMIT CENTER GUITAR CENTER - 1- JKWBLA, WA.- A6.2 fi ACS. -� '•f1 t' 3�4 H.K SLOTWALL Ix ALCM CMANNEiE GI". 5D. SUBSTRATE 6 "x 54' •Dx PLYY3. STRIPE RM -0' DF BLOCKING S RD-HC BIER. !NETER OF ELEVATION -- FILE ALL EXPOSED ALUMINUM CHANNEL ENDS SMOOTH KEYBOARDS PLAN 1/2" = 1-0" O SLOTWALL WALL DETAIL G 11/2 -0 SLOTWALL EDGE DETAIL DISPLAWALL 6000 OVER G, BD. OVER 66x20 GA. MTL. FRAMING O 16" OL. FRY REGLET J -MOLDING 0 .GY -75 IN MILLED FiNlas. r' ALUMINUM FILE EDGE FOR SMOOTH FINISH \ ' SEALANT BEAD DISPLAWALL 60 \_ FRY REGLET J- MOLDING OVER 54, GYP BD aJPM-T5 IN MILLED FINISH OVER C6x20 GA MTL SECTION AL!P - !INM - FILE EDGE FOR FRAMING a 6' OC. SMOOTH FINISH EEO DISP . 0l 1 L TO SUBSTRATE WITH ADHESIVE OVER ENTIRE SURFACE T AREA OF S W A1_1 AND SCREWS THROUGH 3/4" SECTION OF AT b" O.G. TU VERTICAL INTO 5p5, COUNTERSINK AND PUTTY ALL SCREW HEADS EADS FOR PAINT FINISH. 3/4" THICK MARLITE DISPLAWALL 6000 OVER 518' GYRED. OVER 3 -5/8" MTL STUDS 6 16" OD. } 5/8" GYP .BD. OVER 33/8" MIL STUDS 0 16" D,C, DISPLAWALL TRIM — D15P! PYiALL TRIM 3"=1 ALTERNATE -TV SHELF IN ,o, SLOTWALL BACKING PLATE (BOOKS) I /4" PEGBOARD OVER I" RIGID INSULATION OVER Ix4 VERT, FURRING STRIPS AT 48" O,C. HORIZ. AND Ix4 HORIZ. FURRING STRIPS AT 2' -0" OC. VERTICALLY ON 5/8' GYP BD. SHEATH ON 33/8" MTL. FRAMING AT 16" O.G. NOTE: PRE -DRILL AND COUNTERSINK SCREWS FLUSH W/ PEGBOARD SURFACE 5/8' GYP BD. OVER 3-5/8' MTL STUDS a 16" OC. CARPET PER SCHED OVER 3/4" PLYWD DECK OVER 3 -5/8" MTL FRAMING 616" OC, ROPFE .41 LOVE CAP FLUSH W/ TOP OF DISPLAWALL 3/4° THICK MARLITE DiSPLAWALL 6000 OVER 5/8" GYP. BD, OVER 3 -5/8" MTL STUDS 6 6' O.C. 4° VINYL COVE BASE PER SCHED. 1/2" = 1 C SLOTWALL GYP BD — TV MOUNT TV SHELF IN SLOTWALL BACKING PLATE (BOOKS) SELF - TAPING SREWS PER SPECS BALKING - PLATE 'TYPE B' SEE SHEET A6-I OVER 5 /8' GYP. BD. 1.111‘,/ OVER L6x20 GA. MTL. FRAMING AT 16° O.C. FRY REGLET J- MOLDING JPM -15 IN MILLED FINISH ALUMINUM - FILE EDGE FOR SMOOTH FINISH SEALANT BEAD I /4' PTO. WO. TRIM AT ALL EXPOSED SIDE ED4 FACES AND AT ALCWINDOW HEAD, JAMB AND SILLS 1- 1/2,1 -1/2" WOOD BLOCKING/ TRIM AT TOP a BOTTOM EDGES ATTACH PEGBOARD TO WALL WITH GRABER Z -238 SELF TAPPING SCREWS O PEGBOARD/ SLOTWALL DETAIL N 3"=1, -0" KEYBOARDS WALL DETAIL BOTTOM OF STRUCTURE ACOUrT 5, CEILING TiLE SEE ELEVATION FOR HEI6!R I SLOPE 5 /A• THK SLOTWALL W/ ALUM, CHANNELS /l) LAYER 5 /8' GYP. BD EA. 51DE of 3 -5/8' MTL STUDS, 25 GA • OC TYP 4' -0' 2 LAMP FLUOR, FIXTURES, REFER ELEC.— EXTEND POPLAR CAP 1 /8' FROM FACE OF SOFFIT TYP. B/ SOFFIT CON- 1X12 POPLAR CAP W/ 3.6" S'AR -'ED JOINTS AS REPD / ALONG LENGTH TYP. PEGBD/RIGID NSUL REFER P /Ab3 I TYP DRUM SHOP /GUITAR ACCESSORIES SOFFIT /COVE DETAIL 1" = 1 1 1/2" =1 V TV SHELF IN PEGBOARD SECTION 1 1/2 " =1' -0" I -1/2" WOOD BLOCKING/TRIM TOP d EDGES RIGID INSULAION V DER NG STRIPS 0 48" OD. HORIZ. AND 1x4 HORIZ. FURRING STRIPS a 24" 0.C. VERTICALLY ON 5/8" GYP, BD. SHEATH ON 3 -5/e" MTL FRAMING 0 lb" O.C. ATTACH PEGBOARD TO WALL WITH CRABBER Z -238 SELF TAPPING SCREWS 2x2 WOOD BLOCKING/TRIM AT TOP d BOTTOM EDGES 1/4° PTO WD. TRIM AT ALL EXPOSED SIDE EDGE FACES AND AT ALL WINDOW HEAD, JAMB AND SILLS PEGBOARD FINISH DETAIL 3" =1' -0" PEGBOARD W WD. EDGING STL. STUD WD. JACK SNP CAULK JOINT AROUND FRAME GYP. BD. CORNER BEAD 5/8" GYP. BD.— MDF BLOCKING (1 -O ALL — PEGBOARD EDGES 05 (TYP) 6.0 TO PROVIDE CLEAR 1/2' X I/2 CORNER GUARDS AT .ALL VERTIC.AL LOCATIONS. INSTALL AFTER FAUX FINISH 3/4" FOAM 110V ELEC. d 2x COAX CABLE OUTLET ABOVE BLOCKING 4 BELOW SOFFIT CEILING Ix4 BLOCKING WALL MOUNTING PLATE ATTACHED THROUGH PEGBOARD AND 2 LAYERS OF 2'x2,3/4' PLYWOOD WITH BRACKET SCREWS DALITE aWMS -22 TV TRAY. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHT REFER ELEVATIONS FOR MOUNTING HEIGHT PEGBOARD OVER 3/4" FOAM OVER Ix4 HORIZ. FURRING STRIPS 0 4' -0' O.L. VERTICALLY OVER 5/8" GYP. BD. OVER 3 -5/8" MTL. STUDS a I6" O C. HORIZONTALLY TYPICAL OPENING - PEGBOARD ROOM PLAN DETAIL MTL EDGE F WO FIX PER SCHED. 2'x2' ACOUSTIC TILE PER SCHED. FIRE SPRIhiKLER 11/2,112" RARING STRIPS 0 TOP OF PANELS Ix4 FURRING STRIPS a ACOUSTIC CLG. LEVEL 2,2 SUSPENDED ACOUSTIC CLG. Ix4 VERTICAL FURRING STRIPS a 24" OD. HORIZONTALLY EDGE OF PANEL Ix4 HORIZONTAL FURRING STRIPS 0 48" U.C. VERTICALLY I- 1/2'x1 -1/2" FURRING STRIPS 0 BOTTOM OF PANELS (TYP. AT GUITAR WALL ONLY) PEGBOARD FINISH DETAIL 1 1/2"=1• -0" NOTE: LAYOUT AND COMPONENTRY MAY VARY - REFER PLANS TIKI SOFFIT DETAIL 4 JINYL COVE BASE PEGBOARD 1 " =1' -0" `Ed '9 €B BLAKE SHELTERS REVISION A California Corporation 4764 Park Granada, Suite101 Calabasas, California 9t302 Tel: 818- 222 -2288 Fax: 818- 222 -2344 Ib CO l W CT:, d Z CC U.1 Cn 0 Z Q J N Y DATE OWNER'S REVIEW T,209P BLDG. DEPT. SUBMITTAL q- RECEIVED CITY OF TUKWIiA Auc I ' PERMIT CRNTER GUITAR CENTER TU <W LEA, Wdt A6 3 PEGBOARD :& SLOTWALL DETAILS _t® 2. -4. 2.y. PAINTED GYP. B \ -- Forams GYP. BD. — PAINTED GYP. BE 5:.0'WA = SLIDING- G A55 DC OR �I / <` 5 LIDING � GLASS OOR D C I , KbV 984NP !/4' SLIDING GLA55 DOOR SLOTHI,L WALL FINISH WAL FINISH CARPET -_ 1. - 1' lo{ {{T- -- CARPET' - - _ _ NAINSGOT_- _ - i -- CARPET PER SUED. --" _ - f 6 18" AFF. F' MOLD PER 5P15 ._ - -i -- _ - GARPL. PER SCHED. OVER _ /8' GYP, BD. OVBR 33/8 CAR LT PER 5.5, . ---.- - - - 1/2 1'-0" A�OR SLO ✓_ (SEE EI FVA-10A1 PARR —8E' GYP. 52 OVER 55/8' MTL. STUDS TRIM DETAIL AMP DEMO DISPLAY CASE ELEVATION CORRIDOR WAINSCOT 1 1/2" =1' -0" 3/4" THICK WOOD GAP, PAINTED. EXTEND GAP 1/4" BEYOND EACH EXPOSED SIDE , ASSEMBLY TO COVER CARPET EDGE TYPICAL. (CLEAR PINE OR POPLAR WOOD TYP) CEDAR FINISH OVER /2" P.R. PLYWOOD, TYP EA, SIDE OF 3 -5/8" STUD FRAMING 6 16" OC. W/ 5/8" GYP, BD. EA. SIDE - SECURE ASSEMBLY TO FLOOR, AD- JACENT PARTITION, AND STORE CASEWORK, TYPICAL EXISTS LONG F L.R. —� G � LOW WALL DETAIL 11/2 " =1 -0 Ir:4 INC, TRIM, PAINTED CARPET WAINSCOT TO 48 A F OVER WAFER., SHEATHIIy OVER 5/6` GYP BD OVER 3 -5 /e" 5 JD5 6 16" OG NTS O CEILING A DRUM ENTRANCE H , "_ ,• -0" COLUMN WRAP DETAILS 3/4" THICK WOOD GAP, PAINTED. EXTEND GAP 1/4" BEYOND EACH EXPOSED SIDE OF ASSEMBLY TO COVER CARPET EDGE TYPICAL. (CLEAR PINE OR POPLAR WOOD TYP) CARPET FINISH OVER 1/2" F.R, PLYWOOD, TYP EA. SIDE OF 3 -5/8" STUD FRAMING 6 16" O.G. W/ 5/8" GYP. BD. EA. SIDE - SECURE ASSEMBLY TO F LOOR, ADJACENT PARTITION, AND STORE CASEWORK, TYPICAL EXISTING CONG. FLR. LOW WALL DETAIL 1 1/2 " =1' -0" E CDAR 1 COLUMN 5 /8" GYP. BD. OVER 3 -5 /8" MTL. STUD FRAMING EXISTING 6" STEEL PIPE COLUMN S TEEL 1 2 1 COLUMN IN WALL EXISTING 6" STEEL PIPE f�OLVMN -GLEAN AND PAINT STEEL I J COLUMN BRACE TO STRUGT. ABOVE W/ 3 -5/8" MTL. STUDS o 32' O.G. 2k2' ACOUSTIC - TILE PER SCHED. PARTITION DETAIL - SECTION 1 1/2"=1' -0" a FIRE TEST: GA FILE NO. WP 1 UL SIGN U 31 DESIGN U411 2 -HOUR RATED PARTITION - SECTION $ P 3 " =1 , 0 " 2 -3 5/8 MTL SW, IN/ 4 -3 5/8" MTL. STUDS a EA. END IN WALLS 1/2" = 1' -0" GYlBAL 512E L 2x2' ACOUSTIC CEILING TILE PER SCHED. CARPET OVER 5/e" GYP BD. PTD. PER SGHED OVER 3 5 /8" MTL STUDS @ 32" OG. ,--CARPET PER SGHED. OVER 5/8" PLYWD- DECK OVER 3 5/8" MTL. STJD ® 18 P.C.. TRIM OVER CARPET PER 5PEG5 5/8" GTP. BD. PTD. PER n SCHED. OVER C6X20 GA BOX BEAM SHELF DETAIL AT DRUMS • 1"x6" CLEAR SLIT 618"0C. FOR VENT 2x OPENING (LENGTH OF SHELF) 5/8 GYP. BD. ON BOTH SIDES STEEL STUDS PER SHEET A6.1 50JND ATTENUATING BLANKET AG. SEALANT BED UNDER TRACK EXISTING GONG. K FLR- O FULL HEIGHT PARTITION - SECTION 1 1/2"=1-0" PE 2,2' ACOUSTIC CEILING TILE 5/8° GYP. BD. OVER 3 -5/8° MTL STUDS 16" OG- CSL LIGHTING FIXTURE SEE ELECTRICAL PLANS K8 V 1092ANOD ROLLER TRACK FOR SLIDING GLASS METAL EDGE WD BLOCKING ACOUSTIC CEILING TILE 1/4" GLASS DOORS 1/4" MIRRORED GLASS (4' -0" HT) OVER 5/e" GYP. BD. OVER 3-5/8" MTL FRAMING 6 In" O.G GRAY PLASTIC LAMINATE FINISH ON LOOSE 3/4" PARTICLE BD. ON 3/4" PLY,' OVER G6x2OGA MTL FRAMING 616"0.C. KV !092,400 ROLLER TRACK FOR SLIDING GLASS 'DOORS W/ Kd V 484NP LOCK CARPET PER SCHED. OVER 1,'2 PLY, PLYWD PAINTED PLUGMOL D PER SPECS CARPET PER SCHED. OVER 3/4" PLYND FINISH FLOOR, O AMP DEMO DISPLAY CASE C OF 1ll1 CARPET FER SCHEE OVER 5/8" GYP. BD. ON 3 -5/8" MTL STUDS 616"O.G. SEP 03 1999 As nolkU arLLNG 0,,7E, 9 I BLAKE SHELTERS y z 0 0 Il! F h 0 I- 0 A California Corporation 4764 Park Granada, Suite101 Calabasas, Califomia 91302 Tel: 818- 222 -2288 Far 818 - 222 -2344 W O) H d C7 Z CL W Q O � Z C O N I- DATE OWNER'S REVIEHU 1.20,9 BLDG. DEPT. SUBMITTAL qq.vzLoLc' RECEIVED CITY OF TUKWILA 309 1 190 PERMIT CEN1, GUITAR CENTER TUKWILA, WA. A6.4 GYP. 00. & MISCELLANEOUS DETAILS 7-II 01BR. P_YND STAGGER AGO.ST'G ON CH CAGO G L N`. TILE METALLIC SELNG SUSPENSION SYSTEM 0 6 4 0 OR FOAL RANDOM _P.T.: Ixb TLG ROUGH Cr, li 11 CEDAR FIN. OY 2 xb FURRING 024 0 fL. T sT.ms ' CEDAR 'RR 4" CEDAR — I FLUSH BAS_ 1 " =1 . - nom. ' C.WAFR=K. DOOR AND FRA!"E -I PER SCHED . 0` OPAOIF_ LEXAN PANEL_. !B LACK/ — CORRUGATF•J MT -. ROOFING- OVER i•2" PLYYJD. ON 3 -5 /5° MTL. STUDS 5,05 ME' DC FIRE SPRINKLER 3" CEDAR TRCM — RECESSED LIGHT F'.. XT„RE PER GCHED. - -III CEILING ON C6x2OGA M L FRAMING 0 15'0.C STAIN T -Ili TO MAT[r: CEDAR) ACOUSTIC GUITAR ENTRY CANOPY SECTION 3" CEDAR TRIM 1 1, , . ,. CEDAR TR M , \\` 10 CEDAR FLUSH EASE —}—, SHEA' DETA IM -C ..A N'S - - ASSY T -III L D A/ VENT S' VER PLYWD (STAIN TO MATCH CEDAR) HARDWOC :OOR FRAMING 1" = 1' -0" C AO °T:G _T A4 AD DETAIL S. �Y17 DOOR, ` SEE SCHED NOTE: SHEATHING NOT SHOWN FOR CLARITY S- EATH'G DET5 SIM TO JAMB DETAILS TYP. ACOUSTIC DISPLAY CASE ELEVATION OACOUSTIC ENTRANCE DOOR DETAILS 12' =1"-0" G 1 1/2 •=1' -0" `— T-III CELIYG PER SCHED 2 CEDAR TRIM l I ~-- 1x6 CEDAR FINISH 2" CEDAR TRIM — C5L FIXTURE SE ELECTRICAL PLANS I /4" GLASS DOORS KV 1092 ANOD ROLLER TRACK FOR SLIDING GLASS DOORS W/ K! V 9A4NP LOCK 3 CEDAR TRIM IXb CEDAR FIN. OVER UT Pow OVER 3-5/8" MTL STUDS o16 "0.G. 4' CEDAR BASE ACOUSTIC DISPLAY CASE 1/4" MIRRORED GLASS OVER Ixb CEDAR FINISH OVER ry 1x6 FURRING STRIPS 024 ,C, OVER 3-5/8' MIL STUDS 016"O.C. (MIRRORED GLASS ON BACK AND SIDES OF Q CABINET INTERIOR) AGO,. "G GUITAR SIDE Ass, 1X6 GE;'.4R (VERT) OVER 5/8 "X6" CDX PLYWD (RUN H ORIZ 0 2'-0' O.G. VERT1 OVER GYP. BD. SHEATH. OVER STUD FRAM'G — DOUBLE STUD ASSY RW FULL HT OF PART. 2X_ WD BLOCK. 5 /4'x_ HARDWOOD DOOR FRAMNG IX_ CEDAR SHEATH. TO EDGE OF DOORSTOP WD DOOR, SEE SCHED — Ts, DOOR FERIM TER TRIM 2 P,,S,,TU jp (RECORDING) STOREFRONT FRAMING TRIM IX_ CEDAR AS FURRING, TYPICAL AROUND OPENING ONLY, PLYWOOD ELSEWHERE GEN NOTE: APPLY \ / 1X4 CEDAR EDGE Wi TYP, SLNT 4 BACKER I REVEAL DETAIL ® OPENING IS APPLIED ROD AFTER PAINT '�� PERIMETER. TYPICAL 1X6 CEDAR TSG BEYOND PARTITION FRAMING, TYP O INTERIOR STOREFRONT & CEDAR (KEYBOARD ACGES R'JN PANT FINISH AROUND INTO JAMB A.ND TO EDGE OF STOREFRONT TYP. O1 INTERIOR STOREFRONT TYPICAL FINISH DETAILS 1 1/2 ACOUSTIC ROOM DETAILS SOFFIT GUITAR SHOWRO GUITAR SHOWROOM SIDE ASSY_ SIM TO ACOUSTIC C.Ul AR SIDE, BUT PART. STOPS H" FROM CLG TYP. PROVIDE POSITIVE CONNECTION BET. ASS'Y'S AT TOP PLATE AND ENDPOINTS, BUT STAGGER INTERIOR s } -> } 4�- STUDS ALONG EA. ASSY I!2" OFFSET OF TRIM FOR HINGES - TY° k PERIMETER BRASS HINGE, (4) PER SIDE. RUN GYP. BD. AROUND CORNER - -- PARTITION EXTENSION MAY OCCUR -REFER PLANS TYP GEN NOTE: CYMBALS IS SUPPORTIVE TO DRUMS, AMP DEMO '- GUST. SERVICE ARE SUPPORTIVE TO GUITAR SALES, CONT. KBDS, PRO AUDIO, AND KEYBOARDS ARE SUPPORTIVE TO KEYBOARD ACCESSORIES, ETC. Ixb T CEDAR FINISH ON I/2' PLYWD SHEATH OVER 3-518° MR FRAMING 016,,. 3/4 CEDAR TRIM — CEDAR FINISH FINISH FLOG, PER SC: , �Ilu1 CEDAR FLUSH BASE O HIGH SOFFIT SECTION T -III OVER I/2" PLYWD SHEATH (STAGGER JOINTS 0 24" MIN/ ON CHICAGO METALLIC GLG. SVSP. SYS...640 OR EQUAL Ixb TI6 CEDAR FINISH ON 3/4" PLYWD FURRING STRIPS 0 24' OC. OVER UT GYP. BD. SHEATH OVER 3-5/V MTL FRAMING PER PLAN 3/4 CEDAR FIN. OVER 3/4' RYWD OVER 3 -5/8' MTh FRAMING Irb CEDAR TRIM NV EASED EDGE 1x6 T: i CEDAR PNISH ON 3- 5 /6,TL BRAC ACOUSTIC ROOM CEDAR FINISH SECTION OF VIDEO SHELF ' ELEVATION OF VIDEO SHELF 1/2" = 1' -0" *° 1/2" = 1' -0" 2 LAYERS OF 3/4' PLYWD AT BASE OF BENCH E O CEDAR FINISH WALL DETAIL 3 , 1/2" =1'-0" Ixb 766 CEDAR FINISH ON 3/4,1,4.0 FURRING STRIPS 0 24' OC OVER 1/2' GYP BO SHEATH OVER 35/8' MTL FRAMING F ER FLAN 3 /4NIP CEDAR FINISH OVER 3/4' FLYND OVER 3-5;8' MTL FRAMING 1x6 CEDAR TRIM H/ EASED EDGE FRAMING AND BRAG. BE.OW BOX BEAM (4LUMN 0 2x. BOX BEAM CONNECTIONS 1/2" = 1 , - SPRINKLER DROPS FOR UNDER HIGH -SHELF AREA TO OCCUR AGAINST OR WITHIN WALLS WITH ELBOWS AND DROPS BELOW SHELF AT CENTER OF SHELF AREA TO FACILITATE FUNCTIONAL USE OF SHELF FINISHED WALL FACE L 6" MTL CHANNEL -PROVIDE BLOCKING IN WALL FRAMING AS REQUIRED HIGH SHELF SECTION 1 "= 1' -0" HEXAGONAL BENCH SECTION HEXAGONAL BENCH PLAN ® 3/4 " =1' -0" BOX BEAM COLUMN o 2x(x —' BOX BEAM CONNECTIONS 3/4x2 CEDAR TRIM 1- I. T16 CEDAR FINISH ON I /2° OVER 9' C::: E SHB.F Ixb Ti CEDAR FINISH 0 I/2 FL - NV c ".'ER 3-5/8' MIL FRAMING 0 IV OC. 3/4° ACOUSTIC ROOM PLAN OF VIDEO SHELF 3/4" FR. PLYWD SHE I V ON 6" MTL JOIST FRAMING 24" 0 C. TYP. IX_ CEDAR_ FASCIA (2) 6" Ib GA. STUDS W/ 3 -5/8" RUNNER TSB U-SIDE /SHELF $ 5 /H" T -III PLYWD SHEATHING TRACK LIGHTS " n TOKWILA � 9PRCVEO SEP 0 3 1999 �o t!�1� E g oy BLAKE SHELTERS REVISION A Califomia Corporation 4764 Park Granada, Suite101 Calabasas, Califomia 91302 70 818- 222 -2288 Fax: 818 -222 -2344 CO CO CO CO - W w y O Y ce 0_ a Z W (i) t • - z N Y OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL CEDAR DETAILS TiJKWIL-A, WA. DATE 7.20.99 got MOENE® ORYCF TUKWILA AUG 1 7 i9T.. PERMIT CENTER GUITAR CENTER A6.5 2,6,7D SA .(EAD AO= BLOCKING ? A∎SA..L 5E0 :rc HEAD DETAIL G 2 -C6x20 GA. o HEAD WOOD BLOCKING DOOR PER SC.F__DuLE HEAD DETAIL 1 1/2 " =1'-0" — SEALANT BO 5,, ViSTANALL DOOR ,R SCSBOLLE ROLLING SECURITY GRILLE JAMB DETAIL G 1 1/2 " =,.-," • 5.D' GYP BD 51' 6:'P. ea 5/8' GYP BD. 5/8" GYP. BD. PAINTED i SCAC. (3) S-S/D' MTL SW05 PAINTED PER SL+KJ7. 2{6X20 GA. PAINTED PER SO-W. (3; 3-5/8° MTh. STUDS PAINTED PER SCHED. CV, 3 5.'D' `^ • JAMB OJER 5 5/6 MTL. • HEAD OVER 3 5/3 o JAMB OVER 3 5 /8' MR. hV'r • 1E' CC D'D" WOOD BLOCKING I S1L05 • Ib' OL. NOCO BLOCKING - -. 1 511105 O I6' O.L. WOOD BLOCKING 1_ STUDS 0 lb' OC. RANDOM LENGTH Ix6 T4 ROUGH LUT CEDAR FINISH OVER ixb FURRING STRIPS a 24 OZ.. VERT OVER 3 -5/8" 57/05 0 lb" OL. Ix4 FLJSH CEDAR TRIM Ni MITERED CORNERS -- Ix CEDAR FRAME Sib' x 1 -1/2° CEDAR DOOR STOP $4, EDGE — VISTAWALL SERIES - 1000 DOOR PRAMNG 4O JAMB DETAIL C 11/2•=,'-0- VISTAWALL SERIES 1000 DOOR FRAMING DETAIL 3) 3-5/8' MR. SPUDS O JAMB 2 -2x BLOCKING O JAMB WOOD BLOCKING DOOR PER SCHEWLE JAMB DETAIL N , 1/2"=1'-0" r' *4 HEAP JAME CASED OPENING O SILL DETAIL RR HEAD / JAMB DETAIL 1 1/2"=1' -0• oO 1 1/2 " =l-O SEALANT BOTH SIDES VISTAWALL DOOR PER SCHEDU E VISTAWALL DOOP PER SCHEn.LE Ix4 FLUSH CEDAR TRIM W/ MITERED CORNERS Ix CEDAR FRAME 5 /8' x 1- 1 /2"OEDAR DOOR STOP 5/8" GYP. BD. PAINTED PER SCHED. OVER 3 5/8" MIL. STUDS 0 16" OL. 2 -C6x20 GA. 0 HEAD — MTL. EDGE 5/8" GYP. BD. PAINTED PER SCHED. OVER 3 5/8" MR. STUDS 0 16" O.L. — (3) 3-5/e" MR. 5TUD5 O JAMB MR. EDGE 2 Mr_ FRAME, PANTED HEAD DETAIL 1 1/2 •=1 2 -C6x20 GA. O HEAD WOOD BLOCKING 2' HOLLOW MIL. FRAME O HEAD DETAIL J 11/2"=1' -0" 2-C6x20 GA O HEAD 2x WOOD BLOCKING 4° FLUSH CEDAR TRIM RANDOM L.ENGTH ixb TEG R' -M LUI CEDAR FINISH STANLEY SERIES 57/58 OVER Ix6 FURRING 5 , DOOR HANGER TRACK AND O 24° O.L. VERT. OVER 4 -WHEEL HANGER 3-5/8" 5TUD5 O I6" O.L. DOOR PER SCHEDULE 3 3$ P O HEAD / SILL DETAIL 11/2 "=1' -0" 2" HOLLOW MTL. FRAME, PAINTED DOOR PER SCHEDULE DOOR PER SCHEDU 5/8" GYP. BD. 5/8" GYP. BD. PAINTED PER SCHED. (3) 3 -5/8" MTL. STUDS PAINTED PER SCHED. OVER 3 515" MTL. O JAMB OVER 3 5/8" MR STUDS O lb' OL. ROOD BLOCKING 1_ STUDS O 16" OL. VISTAWALL DOOR PER SCHEDULE CARPET RANDOM LENGTH Ix6 TRG Rd UGH CUT CEDAR FINISH OVER INS FURRING STRIPS 0 24" O L. VERT. OVER 3 -5/8" STUDS O lb' O.L. Ix4 FLUSH CEDAR TRIM W/ MITERED CORNERS IN CEDAR TRIM FIXED DOOR PANEL NO THRESHOLD JAMB DETAIL 1 1/2" =1' -0" 2" HOLLOW MT, FRAME JAMB DETAIL 1 1/2 " =1' -0" ® JAMB DETAIL 11/2"=1 3$" 38 l VISTAWALL DOOR PER SCHEDULE RANDOM LENGTH Ix6 766 ROUGH CUT CEDAR FINISH OVER INS FURRING STRIPS 24" O.G. VERT. OVER 3-5/8" SNDS O I6° O.G. Ix4 FLUSH CEDAR TRIM W/ MITERED CORNERS Ix CEDAR TRIM CITY OF;friiA frPROyED SEP E 3 1999 AS N;iEU 6 BLAKE SHELTERS REVISION ®.. A California Corporation 4764 Park Granada, Sui[e101 Calabasas, California 91302 Tot 818 -222 -2288 Fan: 818 -222 -2344 oo co co CD w rn y O Ce LL r ^ a Z c o Q Q N Y I- GUITAR CENTER "L i KW I LA, WA DATE OWNERS REVIEW/ 7.20,1 BLDG. DEPT. SUBMITTAL CITY Of TUKW UI i 7 1@9:3 PERMIT car. A6--.6 DOOR DETAILS DOOR SCHEDU LE 1 k ROOM NA,E MI'ItDI'iAlg WIDTHI sewrI THK. ' MAIL. d a d i y f ? I ' ; , . t 1r, ■ =_ NOW NMG O ONISIX2 II • 1 roirol ll GW FA SG. STOPS THRESHOLD AALLAARRMM T13A SY5 SISNA6 FIRE REMARKS ■ ■ ssvio amml 5900 03•261142111a • 1 1�N I i 4 t N • ,1201 221•IJOI 051E-611-221-V-1011. N371Val • 224,1201 AOVAINGI L 11 i A iF v 4t! , Fe . , y ° t F IFS Kul or-gin 91161111014V181A WNW WON IP4IftrePat ®tom W20111000014 fiOrrY0•111114 2111POPIVOY . T tiVrI0 gr-sn es CPRII 'TIVAIWCIA •EVOIONVII WOO N71 J34TPX01 ,I101 1cnallo7 OINVeil =Aix; I �������� •1V23 4VH "11.01 N71 c",tei.savis4 Q g Y k 7. II. �p 21 H }ice - -■■.-.-■■-■�1�1111 VISTAPIAIJ. TOP 2 eorrom. SILVER OFFSET PIVTS VISTAWALL TOP II BOTTOK SILVER OFFSET PIVOTS TraGrA0015 •112LLSIOLLY2.1 I g g ; "' F N5 �� r- Ft N��N�•<�NO� CIONWINNI. I OP-H1 TMAYISIA 11 SIMON 952415110 swam I. N3c10 NIYPGd O S240 13 13 1111_ • alum dikker21014014 S5372V GleleIVOICINVH • 0111VNIRMI .uxa n r -,,,M _L c A,,,D __ 6 +. AC_ .... a AL ■ ■ T ' . AL ■ .._ t F'. 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NIIME-1♦�-���E_ s mA iINISHE VISTAZAL R= O_5- " I IN 7 AR b E Ab6 ■ °O MIN s*v.�el*anrvce TRAM IUS A++R= -= rl:: A _ 'a Ws �_ 5A6E Abb■ ■ ® DRIP 5HOWR =O^• _ -„ .4,._, ! ■ ■ = 94.6 /AEh ' ' • • ■ I s c. ErnwNicE NVRnn Ir 111 D ---k= : A C _°. ' A-, I 121111=111111111 - • . 1 A6 E I N•/AE e. ■ ■'. • 5nrn E FVrsASM,, ■ •. ..'A6 6 I _ Ae 6 ' ■ • • • ! -■0■- - _•■1313-■-■■ ���-110��� ■.. 90 MIN. PANTED coax . FRAME _ • • • e L L 1 -F - . I D Ab E AE E ■ �� NN�IMMENIIIINMMIIIII 1 111. 1. 0. 110-�-� H■ E NNNINN � ■ ■ ■• •••■ PANTED DOOR . FRAME 111 OT EE - _ .. ,. 1 � • • 1 D a 1 .6,66 : • . • , PANTED DOOR . FRAME MN N'N • �_ ■ y I. 1 •E ■M _ ■■. ■.u_u __ _ "w ■ ■ - D A66 A66 • 90 MIN PAINTeD DcoR PRA"IE E1111 A -- v- ■ l i ■ 1.1.. 1111. 11111111 - 111■ �� 1111 1 � � 11111111 .1111■1.I111 111■I.1111��� I1 . 11111111.1.�1111•11111.1.1. W�� ■ ._ .._... ..-.. mg WAR_rei0.'SE _ - ^ -� ■ 1 ■ 1 L L-W - REBUILD De c e�i�i+ECNANISM 1� ^ATA ROOM - 1 '1' -L' 3. 4 I I • ; -{— ■ 1 11N • DENOTES 51. E2J AND I`STAL. SY OWNER 1. C./.'STONER SERVCE WINDOW HEAD /SILL 1 1/2' =1' -0" l -c 5 _ICONS 0 JOINT RECORDING / / 4 -0 x3 -0 xJ4 V15TAWALL SERIES 1000 WINDOW FRAMING v4° TEMPERED G_A55 -C AFF FAC,OR FN. SE- DE Al 5 RT:AT'. 0.0 xbc°X ✓4 VSTAIN , U. SERIES 1000 AND. TRAMINIG 14' TEMPER. GLASS 4 . O. ANT FACTORY FINISH m SEE- DETA'LS'J:A 266x20GA 0 HEAD 546' WINDOW SH.M MTL E✓GE VN L COVE —� BASE . -1G,.S FL B -0" WINDOW SCHEDULE SALES 1-4 X6-0 co l /2 VISTAWALL SERFS 1000 WINDOW FRAMING In' TEMPERED GLASS FACTORY FINISH __ DETAILS Sy/AN 2, SALES 2'-6• X 6' -0° x I/2" VISTAWALL SERIES 1000 WINDOW FRAMING I /2" TEMPERED GLASS FACTORY FINISH SEE DETAILS ST/Al SILICO 1 0 J01NT WINDOW HEAD /SILL 1 1/2"=1' -0" F1 SILICONE p r -- ' 0 JOINT CYMBALS 5 /6' GYP. BD. PAINTED PER SCHED. OVER 3 5/6' MTL. 5ND5 0 Ib" OG PAINTABLE SEALANT BOTH FACES (TYR) PAINT GYP. BD EDGE TO MATCH WALL FACE (TYP) VISTAWALL SERIES - — I/4' GLA55 1000 GLAZING TEMPERED PER CODE MEMBERS \ REFER WINDOW TYPES r 3 -3 5/8" MN. — STU.0 JAMB 5 /6' WINDOW SHIM MTL. EDGE rj- SILICONE 0 JOINT 1 < , VISTAWALL SERIES 1/4' GLASS 1000 GLAZING , TEMPERED PER CEDE MEMBERS REFER WINDOW TYPES O WINDOW JAMB M -D x6 -0" <. V15TAWAL _ SERIES 1000 WINDOW FRAMING 1/4" TEMPERED GLASS AFF FACTORY FINISH SEE DETAILS U,V /ATI 2 _ 6 _ / // L DOOR TYPES STAINED TO MATCH I CEDAR FRAME I," TEMPERED GLASS ADA COMPLIANT BRASS PULL HANDLE FRAME TYPES • ALL FRAMES 2 "'U.N.O. 2 6 X ■ x 1/2° V STAWALL SERIES 1000 ei `.DOW FRAMING I /2" TEMPERED GLASS FACTORY FINISH SEE DETAILS OS/All —i— b rn f /s /j f / 7 h 7 / 0 9 +. SLIDING HOLLGW HOLLOW D METAL METAI- `J ® ® VISTAWALL SERIES 1000 O VISTAWALL SERIES 1000 3' -O° X °I' -0" X I/2' 9' -0" % T' -O' % I/2" 1000 �\ T' -0' X 3' -O X I /4° O VISTAWALL SERIES Wl � �7) WINDOW FRAMING WINDOW FRAMING WINDOW FRAMING I /2" TEMPERED GLASS I /2" TEMPERED GLASS I/4" TEMPERED GLASS FACTORY FINISH FACTORY FINISH 4' -0° AFF SEE DETAILS S,T /AN.1 5EE DETAILS ST /AN.I FACTORY FINISH SEE DETAILS TWAT/ 5/6" GYP. BD. PAINTED PER SCHED_ OVER 3 5/6" MTL. STUDS 0 16" O.G. PAINTABLE SEALANT BOTH FACES (TYP) PAINT GYP. BD. EDGE TO MATCH WALL FACE (TYP) 2-G6X20GA 0 HEAD 5/6° WINDOW SHIM MTL. EDGE VISTA-WALL SERIES 1000 GLAZING MEMBERS, GYP. BD. 0 SILL 5/6° WINDOW SHIM 3 1/2° SOLID INSIYATION Wli OFFICE WINDOW HEAD /SILL 10' -0° X 3' -0° X 1/4" VISTAWALL SERIES :000 WINDOW FRAMING I /4" TEMPERED GLASS 4 -O AFF FACTORY FINISH SEE DETAILS TU /AT.1 5/6" GYP. BD. OVER 3 -5 /6" MTL. STUDS 0 16 O.C. TEMPERED PER CODE REFER. WINDOW TYPES 5/6° GYP. BD. OVER 3 -5/6" MTL. STUDS 0 16 O.G. PAINTABLE SEALANT eon FACES (TYR) PAINT GY, BD. EDGE TO MATCH WALL F,E VISTAN,L SERIES (TYR) 1000 GLAZING MEMBERS I/4' GLA55 MTL. EDGE STAINED TO MATCH 57AINED TO MATCH CEDAR FRAME CEDAR FRAME ,I /4"TEMPE-RED GLASS 1, TEMPERED GLASS 114 TEMPERED G MTL. EDGE 5/8° WINDOW SHIM 3 -3 5/6" MTL. STUDS 0 JAMB MTL. EDGE I SGLI WOOD DOOR O 5/6' WINDOW SHIM — 16GA BENT SHEET MTL. MTL. EDGE /HOLLOW METAL 5.5. KICK PLATE ,r JAMB (...c WINDOW JAMB f 11/2"-, -0" u MANUAL ROLLING GRILLE DOOR NOTES AND SPECIFICATIONS • EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. PROVIDE SELF- RELEASING LOCKING DEVICES ON EXIT DOORS. • DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT • ALL DOORS SHALL HAVE LEVER TYPE OR PUSH -FULL TYPE HARDWARE. • ALL NEW HARDWARE TO COMPLY W/ TITLE 24 HANDICAPPE, RECUIREMFNTS. • HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE FINISH FLOOR. • ALL INTERIOR f EXTERIOR THRESHOLDS SHOULD BE A MAX_ 1/2" .ABOVE ADJACENT FLOOR_ DOOR LEGEND: VW VISTAWALL ALUM ALUMINUM 50 SOLID CORE NM HOLLOW METAL E,NEs 1000 GLAZING MEMBERS 1/4" GLASS TEMPERED PER CODE REFER WINDOW TYPES PAINTABLE SEALANT BOTH FACES (PR.) PAINT GYP. BD. EDGE TO MATCH WALI. FACE (M 5 /b" GYP. BD. PAINTED PER SCHED. OVER 3 5/8" MTL. 511.25 0 16° O.G. MTL. EDGE PAINTABLE SEALANT 5 /5" WINDOW SHIM BOTH FACES RNR.) PAINT GYP. BD. EDGE VISTAWALL SERIES TO MATCH WALL FAGS 1000 GLAZING (TYR) MEMBERS 1/4" GLASS TEMPERED PER CODE REFER WINDOW TYPES 1/4° GLASS TEMPERED PER CODE REFER WINDOW ':'/'PEP AITABE SEALANT BOTH P FACES ,A. AINT N GYP. L BD. TO MATCH WALL F FATE ` �� (TYP) 3-3 5/6" MTL. S11105 0 JAMB N ONNI 3/8" GYP F PAINTED PER SCHED. OVER 3 5 /6° MTL. 511)D5 0 16° O.G. ;TY OF TUKWILA APPROVED SEP 0 3 1939 AS NUILL 6LPL04NG 0 13i0N BLAKE SHELTERS s 4 z 0 0 1 lll r 0 a. 0_ 0 0 .,a ■■ A California Corporation 4764 Park Granada, Suite101 Calabasas, California 91302 1e1: 818 -222 -2288 Fax: 818- 222 -2344 (b co co c7o W a) z Y 0 D_ I•"- a az D- W Q O � o J N Y REVISION DATE OWNER'S REVIEW/ 1.20.44 BLDG. DEPT. SUBMITTAL RECENED cm eFr 1 KWILA AU 1 , 1 51 ERMIT CENTER GUITAR CENTER VIJKWILA, VVA_ AT 1 DOOR & WINDOW SCHEDULES & DETAILS FINISH SCHEDULE N.""LKR F LOOR BASE WALLS CEILING .s darn 13ev,O NV210 nv Wr 31' ?W,Y3O. 31321ONOO 039b3S 31321,09 43N ']9u )ISIO taw. O35,6 CO. V001 __. NI,W32i 01 9NII.S. 51O119- 351 Di van 36.1021 .e 313T2= 039,35 35,9 OG, id 21,03O .r 1O75NI,M 13.21,9 i4 7b21931N1 Mt,. 01 9`:1151x3 11,41095 JO 1.10.1.109 O. 13621,0 210900 SS,99 /M 9N1W,21d Wnwn9,' 49 'dA9 O31NI,d V17 en Aar .e-,e■O21,O9 936 O31W,d 21,030 9i1 9 *'I 'G9 N33219 „B /5 213,0 6216 11.1.321 ..11711.11015 3111211,1 (1X9134) 1O05NI,M „0„ 13621,0 Er15TING TO REMAIN ^� also aINIVd NI - A,9 Zri. also NOV, M ullen'NI - A,9 ZrZ ON. '10 .G - > lv s1�Gba�31 II �91W031,9.2100 NI,W321 01 0,51. /', ROOM NAME HEIGHT REMARKS G5AM ENTRY/EXIT . • P -3 • • 40" • VARIES CARPET WBAJON URITY DESK CUSTOMER SERVICE U • P • • 40" • 9' -0" ACOUSTICS • S P -8 • • 12' -O STAIN GLG. TO MATCH CED VINTAGE • • P -3 • 1 6 8' -0" STAIN L. TO MATCH CEDAR D • • P - • ■ 8 -0" STAIN GLG. TO MATCH CEDAR GUITAR SHOWROOM • i U P -1 • U II' -0" GUITAR ACCESSORIES Y ■ P -5 ■ ■ I I' - SOOKS U i P -2 • ■ I' -0 SLOTNALL @ 2'-2" AFF TO GLG. CONTEMPORARY KEYBOARDS • • P 7 • • 8' -b• SLCTWALL @ I' -6" AFF TO 5' -6" AFF D.J. • • P -2 • • I4' -O SLOTWALL @ 3' -O" AFF TO T - FF PRO AUDIO • • P -5 ■ • SLOPED AMP DEMO • • P -1/P -6 • • • 48 • 9' -0" SLOTWALL @ 4' - AFF T 8' -O" AFF 1 15 SALES Y • P -5 • • 10' -0" SLOT WALL @ 2 -2" A FF T - AFF RECORDING • • P_6 • • I SLOPED KEYBOARDS • P -2 • • I 8'6" SLOTWALL @ I'6" AFF TO 5' -A" AFF CYMBALS • • P -4 • 1 • 8' - 6" SLOTWALL @ 6" AFF TC GLG PRIM SHOWROOM • ■ P -7 • • 12' -0" 6000 P -2 11' -0" PEGGED OVER OPENIN OFFICE p_i • 4C" i 2' -0 OFFICE S • P_I • 040 • 1 2' -0• OFFICE • • P -I • • 40 • ( 9' -0" MEN • ■ • • 2' -0" 20 -0N ■ ■ . • • 8' -0" CORRIDOR ■ 2-I • • 9' -0 WARF+0V5E • • P -3 • • • EXPOSED DATA ROOM . ® • • 9' -0" PAINT SCHEDULE N.""LKR SPECIFICATIONS RAH I I I X11 � 3°1£ DUJN GOKARDS MG, FORGE" VG GO . 4 RG 7NN Ms. S SLAG DARK" x b. U3 -,., �P•6. A S. ; --ti ...: AR75 P 7 C£,N PLNN ED - 40 6 05 PRIVET GLEE" DE 336 0 '.-^� .S',R 2 GOATS THOMPSONS NATER .A._, HATER BASE P -0' 05H /', SILVER MARL^E NALL PANES. P -145 �, G5AM I G NAG E NOTE: ALL INTERIOR SIGNAGE 15 TO BE PROVIDED 7 BY GUITAR CENTER NOTE: NOT ALL SIGNAGE INDICATED IS REQUIRED BY LAW; SOME IS FOR CONSISTENCY. EXAMPLE; ASSOCIATES ONLY TYPICAL FACE MOUNTS BEHIND GLASS TYPE TWO- RETAIL AREAS: INTERIOR SIGNAGE) (ESC) MOUNT AT 60 "ABOVE FLOOR TO CENTER OF SIGN ON WALL ADJACENT TO LATCH SIDE OF DOOR OR OPENING. GENERAL NOTES - SIGNAGE . THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599b. 2 LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO- HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKF WIDTH -TO- HEIGHT RATIO BETWEEN I:5 AND 1,10 3, CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT 15 MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE.PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 3105A(k), THE MINIMUM CHARACTER HEIGHT SHALL BE 3 °. 4, CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 5. RAISED CHARACTERS SHALL BE RAISED i/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 0 HIGH. PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF b" IN HEGHT. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE I/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY ' PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL 50 , AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. g, WHEN PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 31050(7)3 Q 7. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE 15 NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE I_ - 'F DOORS, SIGNS SHALL.BE PLACED ON THE NEAREST ADJAGEHT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 6, ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED 50 THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS CR STANDING WITHIN THE',WING OF A DOOR. ORDER SOON AS THIS 15 A O TYPE TWO - RETAIL AREAS 12 WEEK LEAD TIME ITEM CUSTOMER SERVICE ASSOCIATES ONLY 1. I/4" UNFRAMED ACRYLIC PLAQUES WITH 1/4" RADIUS AT EACH CORNER_ 2_. COLORS SHALL BE CUSTOM: L060. LETTERS E FIELD SHALL BE NON-GLARE E CONTRAST WITH 'ADJACENT SURFACE. 3. THE GRAPHIC PROCESS SHALL BE VAMAETECH( RAISED LETTERS AND BRAILLE). 4. INTERNATIONAL HANDICAPPED SYMBOL SHALL REMAIN THE CODE REQUIRED COLORS.SEE GENERAL NOTES ABOVE. 5. LETTER STYLE SHALL BE HELVETICA MEDIUM. NOTE: ONE TYPE OF THE ACCESSIBILITY SIGNS 15 TO BE MOUNTED BEHIND THE STORE FRONT GLASS AND FAGS OUTWARD TOWARD THE SIDEWALK. CITY OF TUKWIU SEP 0 3 I993 72 70170 2. I BLAKE SHELTERS A CaIWomia Corporation 4764 Park Granada, Suite101 Calabasas, California 91302 Tel: 810-222 -2288 Fax: 818-222-2344 co CO cO W a) Y 0 • H 0 a ? rt o o: o Q Z Q J N • UU Us o '® z 0 F 1, I V IU F 0 Q REVISION DATE r n CYiNER'S REVIEW/ 7.20.99 SI- BLDG. DEPT. SUBMITTAL 0 L GUITAR CENTER - wKWILft . WA. A7.2 FINISH SCHEDULE RECE NED CITY OF TIJKyyILA I 7 PERMIT CENTER S DIVISION 1 - GENERAL REWREM€ NTS THE w-•"CK .NIGER ` «•5 CON,A4` ---'A , L ,MODEL Or AN < N NC RE ° A L .°..'.' <°".Ni' A< -HE ' L W N.. ,,_..,✓A° ON AR CENTER 2 ANDONT_ PARK NES TJKW'LA WAS- NGrT, 4 5 , 55 _-E +NOR, .MAY rv_L. DE 5, 5. NOT NICE „`ARIL - Rs,TEO `^ `.' P O«OsN.NG.. RENPoRzED GONCR< _. .CO R'OL-E NST,Y GUNCIR_:_'RASDNR`I' JR .N."`R K. RD.:'+-• a P'NISH CARPENTRY CAE NE`, NEti.LA EALAN,S Ate'"' N.NY STOREFRONT AL- MI.N..M STIDR. G_A_ NG GLASS AN_ - LA21N G ,OLLDW METAL Y1^4K woco ' AND TRANCES ^EPA_ D0.^4E AND' RAMES mRR,^R FRET - ARDNARE GYPS, NALLEOA, T HREE.-COAT E S. _AT- AND TRAM., M.Ll +N ° `RK NT'°- - 4•:^R WOODWORK PFCSGARD CERA", FLOOC 'E.LE SAC. PRP INY_ T N :S- CARP, SUSPENDED i.•°.._' :T- _NU; T A Eat•."R ° 5IA. ARDS AV^. BRACKET L A` ON Ati AR CO, TON, HORN CONTRACT 'SAG, - AR CENTER Da,,E'NT TA LER, ` FR..LL S 4 GATES N :J4A`.I;.:'.: A__ __ '' _ IN ° HE OWNER 5Y THE GENERA_ , -;‘,HR. , -;‘, , -;‘,HR.., roc PR OR T, _`AC _ CON.'.-T EN_RA.L CONTRA. WL.L CARR: AN, RYS • B.'ILDE' NE.RANGE FOR ZZ OPERA° .. N,. °rN- 10 NG PCR OO _ GENERA- CONTRACTOR. NSTRANOE W'' -BE '°ROT. -<.° .. ° ° ^WHIR ,P ON REO.EST GENERA- CONTRA' - GTR ,,- GARB WORKERS ^ T , TA ' `" TOR NSURANCE IS O AN.". ANY ADD' ONAL '`ORANGE REOJ.R_^ B` ANY EMPLO A,., OR 2'-,ER -:DOA_ OR STATE CR FEDERAL AP.LC. E GEER, GO:TRAC - OR A_ CARRY GOMFFRE -5N y_ GENERAL L ABIL'TY NE- JRANDE ',LLD PROTECT _ LIAB L Y AND HEDIGAL PAYMENTS :NSUBRAN.'.,' :N, AM ^vJN - S • Y 'NJR'Y - S_000DOD P_ ,OPE, DAM,. - 12D00000 FER OC :_RAN.GE COHE;NED S ND _.Y+.. 3, LIAETL' _ a-WOO -DO PER �' B LOCATION ▪ GE�?RAL GDNTRAC - GR S-A'. CARRY C..MPRE -EN. ✓r ATO L'AB'LITY NE:RANGE N r AmO-N, DE_ S DDiL'Y iNJRY - s20OODO0 =R ',JGJ,RANSE ' DAMAGE - S2J0000.7 PER '1 DIVDUiL COMB Lm, OP L•AEL TY - 35,000,000 PER NOCE, ' NSURANGE LERTIFIGAT� STA_ LARRY A 30 DAY NOT'GE OF CANCELLATION AND NAME , OWNER AND T R ARG-IITE,GTS A'ND ENGINE'ER5 A5 THEIR A.YT'DITIONAL NAMED INELRJ,5. ,DOG: 'LABOR ▪ CONST'RUCTION REQUIREMENTS HESS A -HEM SHAL.- BE L 'ANGELS TO THE DRAW TUGS N PR.OR W4.TTEN APPROVAL BY 7, ONNE - R. EMEN ANY LA50R DISPJTP MUST THE GENERAL CONTRACTOR IMMEDIATELY T NO ADD T ONO_ GO, TO 7, OWNER NO PICKETING OF THE PREMISES WILL BE TOLERA D. ANY OWNER 'INGJRI GCSTS DJE TO GONSTRUCTIION SG EDU E DELAYS AE THE RESULT OF LABOR D'SP- S S -A'__ BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR PROVIDE ADEQUATE ELCGK'NG. BRACING, EAGKNG ANC /OR ADDITIONAL BEY' N.. ^Er, GONS'RuCTION, FOR PROPER ATTACHMENT OF ALL ,.A.B AND MILLWORK, ALL HANDICAP BARS AND OTHER ACCESSORIES SHELF SUPPORT HARDWARE, DISPLAY PANICS AND HARDWARE. AND ANY OTHER 1{.`.T,A,L . FEA ^ 4 2FQUIRED STRUCTURAL LOADING NIP,. BY ANY OF TIE RECONTRAGTORS• WORK ON A T'EMPORAR'Y OR PERMANENT BASIS SHALT_ NOT EXCEED ALLOWABLE VE LOAD ,OL1,N'EN _ E_ A. _ISH. FOR THE O ✓URANCY TYPE. D. NET': lIL^T V!G •: AS REC,RED THS CONTRACT SHALL 9E ROUTED TO ?TAY UA CLEAR +N'_ OTTER EXIS NG JTIL!TY SERVICES TO REMAIN. F_KETNG FIELD GOND':TIONS FOUND AT THE °ROEGT SITE DIFFER FROM GONE -'IONS SHOWN ON 7, CONSTROTION DOCUMENTS THE ARCHITECT SHALL EE GON T AG,,„ , M+YEDIATE -I Y EY TELEPHONE TO RESOLVE THESE CONFLICTS AND TO TTE t-L- ' Dr' CONSTRUCTION TO ACCOMMODATE THESE D,--Emu-NC, 0.p a SHOP 'DRR...IN. AND 'REOU!RED ... Ni-LT SHOP DRAWINGS, PROLE S'.HE_DU °,OR OTHER SUBMITTALS ARE REQURELD FOR SUBMISSION TO THE ARCH TEGT FOR APPROVAL a, THE SPECIFGAT OHS, TR,E DO LMEINTS SHAY FULLY SHOW AL- DETAILS OF FABR AT'ON AND CONSTRUCTION •ILL METHODS OF ASSEMBLY. AND LOCATIONS OF ALL FINIS-ES, HARDWARE., AND ALL. AGGESSORES 5UBM1 FOUR ( <) COPIES TO THE AR..HI _ FOR APPROVAL AT LEST SEVEN ^) DAYS BEFORE REVIEWED MATER AL 5 REOJIRED TO BE RETURNED TO THE GENERAL CONTRACTOR. NO MATER,. SHALL E€ ORDERED FABRICATED, OR DELIVERED TO THE SITE 'UNTIL SHOP DRAW., PROTECT SC".,-,„ OR OTHER REQUIRED SUBMITTALS HA, BEEN APPRO./ .' BY THE ARr TEGT. SHOP DRAWINGS AND /OR BROCHURES M -ST EF SUBMITTED FOR ARCHITECT'S APPROVAL FOR ALL RIO TED !,,, INCLUDING BUT NO° LIMITED TO EACH OF THE FO_OW 1NG: G'JN.R_TE M'.X DESIGN CONCRETE REINFORCEMENT SRRUCTRA_ LIGHT GAUGE METAL FRAMING ALL CABINETRY AND MILLWORK WOOD 7JOR5 AND FRAMES HOW METAL DOORS AND FRAMES ALUMINUM STOREFRONT AND DOORS COILING OVERHEAD I' N RS, _ HEAD GR y MIRRORS, GLASS, PRAMS, AND GLAZING BU'LDERS HARDWARE S _ LOTWA S SSOARD CARPET D. VINYL FLOOR 7, 16, FLEREL E BASE • CERAMIC TILE 18. FRP WAIL, FINISH IF, PAINT AND PAINT FN :S! 20. ACOUS ^.CAL COL.,. TILE A!v GRID 21. TOILET AGGFSSORIu 22. IDEN: IP.INs DEVICES 23- LIGHT FIXTUR=: 24. FIEC,,,C, EQUIPMENT, IN.LIUDING PANELS, DISCONNECTS, CONDUIT AND DEVCES 25. .PLUMBING FIXTURES 26 MECHANICAL ECuUIPMENT 'INGLUD DUGTAORK, FURNACES, PACKAGE ''NITS. THERMOSTATS. GRILLES AND DEVICES FA,J,7,- TO MAKE ANY OF THSB SUBMISSIONS MAY GAUSS CONTRACTOR TO BE LIABLE FOR FU_ COST OF REPLACEMENT OF UNAPPROVED ITCMS OR UNAPPROVED DESIGNS_ 01014 ASBESTOS AR,G41 =_GTE IS NOT RFSPONSBL E FOR ASBESTOS OR ASBESTOS CONTAINING MATERIAL AT THIS PRO -ECT SIT F ASBESTOS OR ASBESTOS CONTAINING MATERIALS ARE SUSPECTED AT THE PROJECT SITE BEFORE CONSTRUCTIONS COMMENCES, CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT. GENERAL CONTRACTOR SHALL TAKE PROMPT ACTION WITH PRIOR OWNER PERMISSION FOR PROMPT IDENTIFICATION AND,MOVAL OF ANY SUSPECTED ASBESTOS CONTAINING MATERIALS. 01015 CODES WORK SHALL CONFORM TO THE FOLLOWING LISTED LOCAL CODES, LOCAL CODE OPTIONS AND ADDENDA, FEDERAL ADA REGULATIONS, AND TO ALL OTHER APPLICABLE STATE AND FEDERAL GODES AND REGULATIONS: BUILDING CODE: BOCA 1996 MECHANICAL CODE: BOLA 1993 ELECTRICAL LODE: NATIONAL ELECTRICAL CODE 1996 PLUMBING GODS: N.G. 1996 FIRE CODE: NAPA 13, 1994. BOLA 1996 HANDICAP CODE: CABO -ANSI 1 992, BOLA CH. II 1993, NSA, 5:23 -4 ENERGY CODE: 50CA 1996 SEISMIC CODE: BOCA 1996 010 GUARANTEES ALL LABOR AND MATERIALS SHALL BE GUARANTEED FOR ONE (I) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE PROTECT BY THE OWNER AGAINST ALL DEFECTIVE MATERIALS AND WORKMANSHIP, UNLESS LONGER GUARANTEES FOR SPECIFIC ITEMS OR ASSEMBLIES ARE HEREIN SPECIFIED IN !INDIVIDUAL SECTIONS OF THESE SPECIFICATIONS. GENERAL CONTRACTOR AND SUBCONTRACTORS WRITTEN GUARANTEES SHALL BE FURNISHED TO THE OWNER WITH REQUEST FOR FINAL PAYMENT • PRO., .:_.. WHEN «E PRO.1.`.G REACHES THE STATE OT "SJBSTANT AI. GOMPLETON" THE GENERAL GONTRAG :-MALL OBTAN AY" OR COMPLETE N `° R DAYS OF PROLE' COMPS: ION RE - URN DBE SE` , SERA PRRTS O` THE ',J. W_T« ALL 'AS-HJ LT' RE,VONS AND CHANGES RED --LNED UPON T «E SE°',A.R.NTS TO THE CWIER P40Ca.R.E a\ OCCUPANT`" PERM' FROM - E LOC, S.+ILDNG- ERECTION AND JUR'SDCTON4 o CT ALL ...VAC AR FILTER ELEMENTS AT ALL 'FILTER LOCATIONS TOR THE RT. e'RCLEG 4 °ON SJBS'ANTIAL GC�^PiETION , DELIVER TWO GORES OF EDUND BOOK CONTAINING ALL MANLIFA. OPERA N;, A4. MANTENANCE NSTRUGTIONE FOR ALL MEL+!+ANICAL EOUIP!15 ;:R AN" "' -ER SIMILAR EQUIPMENT !�'EE,749 NET...TONS CR PE'RIODO MAINHVNANGE DIVISION 2 - SITEWORK "V EAR Ati GRADING S T RENCH :NG GRAD ING ANC: PA V INC- REPLACER., MAY BE REOIU'IR ' TC ACCO`^MODATE ENV NG L CITY R_VSIONS, A - ,.AWN ON SITE °LAN. AR,`,• TE -TLRA,. DRAWINGS OR A.S. REQURED 9 .NANTIG'PgTi FIELD COND PONS W.'H EXISTIN° - VI F TIN IS o u.IU^' SERVICE �c5 G GRADING - OBE N'A,N"A.NED WHEREVER POSSIBLE. • PRO AD-ACENT PROPERTY AND ,STIES FROM DAMAGE DURING ,NCRK. PROTECT ALL Ex'.5'NG RAVNG NOT WITHN 7,- "NITS OF CONSTR.'„ .ION FROM DAMAGE DARING CONSTRUCTION. • coM A_L S.BGRADES POR SLAB5 AND POLNDATIONS TO PS% PROCTOR DENSITY AT DPI',/,' 1 ,RE CONTENT. SUPPLY TEST RESULTS TAKCT AND 'FR TIP ED , A QL'A:-IFI_^.. SOILS TESTING COMPANY FOR APPROVAL BY THE ACG°I"ELT. COMPACT ALL 51.5GRADES W, A ..:.GHANIGAL COMPACTOR IN MAx'.M'UM Six '.NG. SOIL LIFTS_ • ANY ADD' IONAL FILL REQJ - .RE SHALL BE OF PLASTIG'.TY INDEX BETWEEN 5 AND 15 AS DETERMINE 6Y TLS,. NO MATERAL OVER <" IN MAXIMUM ',RONSION SHOULD BE PLACED IN FILL, UNLESS SPECIAL RECOMMENDATIONS ARE PR.. J DE.D BY THE GFOTEGHN GAL ENGINEE, SUBMIT WRITTEN TEST RESULTS PERFORmED BY SOIL TESTING COMPANY APPROVED, ARCHITECT. • COORDINATE THE INST,LAT•ON QF 5'TE UTILITIES AI, FILL AND PANWr �NE °ION ALL SITE UTILITY BACK FILL SHALL BE CONRAACTF, 70 90% PROCTOR MINIM, PROTECT NEW UNDERGROUND UTILITIES FROM DAMAGE DLR.NO STEWGRK. • , NSTALL CONCRETE SIDEWALKS AND CURBS IN ACCORDANCE WITH PLANS AR, SPEGIPCA OR AS REOUIR_fj TO MAINTAIN EXISTING PAVING FOUND BEFORE :NOR, NAS COMMBNCED. C2'a4 REINFGR'✓ CONCRETE PAVING, WALKS AND CURBS I PAVNG WHERE SHOW, ON DRAWNGS SHALL BE REINFORCED CONCRETE OVER SGGRADE DESGR'IBED 1N SECTION ABOVE. • CONCRETE FOR PAVING- SH,L BE 3000 P s I. AT 20 DAYS REFER TO D Y S1ON 3 FOR CONCRETE SPECIFICATIONS. • REINFORCING FOR PAVING SHALL SHOWN ON DRAWINGS. LAY BARS ON CHARS OF CORRECT HEIGHT BEFC^ ' TOURING CONCRETE. H ',IS, OF CONCRETE_ SHALL BE A MEDIUM BROOM FINISH. MATCH ADJOINING PAVING-. S. PLAGE CONSTRUCTION JOINTS, KEYED JOINTS, AND CONTROL JOINTS (SAWN) AS SHOWN ON THE SITE PLAN. 6 APPLY Olv GOAT ✓< CURING COMPOJNCU TO THE ENTIRE CONCRETE PAVING, CONFORM TG FINISH GRADES SHOWN ON THE SITE PLAN. • REFER TO A._ CONCRETE, FORMWORK, AND REINFORCEMENT SPECIFICATIONS FOUND ON S°RU'G^.RAL DRAWINGS. • ALL SLOPED OR RAMPED SURFACES SHALL HAVE TEXTURE AS SHOWN ON DRAWING¢_ AND TO CONFORM WI, FEDERAL, STATE AND LOG, ACCESSIBILITY STANDARDS. ICI. SAW .7 ALL Ex'STING CONCRETE WHERE REMOVAL 15 GALLED FOR ON DRAW NGE. II. REFER TO DIVISION 5 FOR STEEL PIPE BOLLARDS. 2. AIL AG CONCRETE PADS FOR COMPRESSORS AND PACKAGE UNITS SHALL BE FLAT. DIVISION 3 - CONCRETE 03300 CAST •N PLACE CONCRETE AND REINFORCEMENT A. CONCRETE_ REINFORCEMENT. RE NFORGING EARS 5'-A.- BE DEFORMED BILLET STEEL NEE" ING ASTM STANDARDS FOR GRADE 40 STEEL. • 'E WIRE SHALL BE :6 GA. ANNEALED STEEL WIRE. 3. PROVIDE ANCHORS, DOWELS, SPACERS, CHAIRS. BOLSTERS, AND OTHER DEVICES FOR SUPPORTING AND FASTENING THE REINFORCEMENT. LAST -N -PLACE CONCRETE: CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000 F.EI. PORTLAND CEMENT SHALL CONFORM TO ASTM G 150 -64 TYPE II. UNDER NO CIRCUMSTANCES SHOULD CALCIUM CHLORIDE OR FLY ASH BE ADDED TO TYPE CEMENT 3 THESE REQUIREMENTS SHALL INCLUDE ALL APPLICABLE SECTIONS OF 'BUILDING CODE REOJIREMENTS FOR REINFORCED CONCRETE" ACC- 318-83 OF THE AMERCAN CONCRETE INSTITUTE. 4 HATER SHALL BE GLEAN AND POTABLE. AGGREGATES SHALL CONFORM TO ASTM 633 • DO NOT PLACE CONCRETE IN FREEZING WEATHER, OR WHEN TEMPERATURE WILL DROP TO FREEZING WITHIN 24 HOURS OF CONCRETE PLACEMENT_ 6. MOISTURE BARRIER SHALL BE b MIL. THICK POLYETHYLENE. PLAGE MOISTURE BARRIER AFTER ALL UNDER -SLAB UTILITIES HAVE BEEN PLACED AND AFTER FINISHED UNDER -SLAB GRADING HAS BEEN ACCOMPLISHED. SEAL ALL JOINTS A, SEAL ALL PENETRATIONS MADE IN THE MOISTURE BARRIER DURING PLACEMENT. T DO NOT ADD WATER TO THE CONCRETE MIX AT THE SITE. ADDITION OF WATER DESTROYS THE MIX DESIGN, INCREASES SHRINKAGE CRACKING, AND LOWERS STRENG, • CONCRETE JOINTS TO EXISTING CONCRETE OR TO BUILDING WORK SHALL BE GOLD JOINTS. 9. CONCRETE TEST CYLINDERS AND TESTING BY AN APPROVED TESTING LABORATORY ARE REQUIRED. THE COST OF SUCH CYLINDERS AND TESTING SHALL BE INCLUDED AS PART OF THE CONTRACT FOR CONSTRUCTION. ALL- SAMPLE CYLINDERS SHALL BE TAKEN FROM FRESHLY POURED CONCRETE WITHIN THE POUR AREA. DO NOT TAKE SAMPLES DIRECTLY FROM THE TRUCK PRIOR TO POURING. 10. ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED WITH HIGH DUALITY CLEAR GLOSS SEALER SUCH AS APPROVED BY THE ARCHITECT. II. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGN WITH PRIOR TESTING RESULTS TO THE ARCHITECT FOR APPROVAL BY THE STRUCTURAL ENGINEER.. 12. REFER TO CONCRETE FOUNDATION FOR ADDITIONAL NOTES AND SPECIFICATIONS. G. FLOOR TRENCHING I. ALL FLOOR TRENCHING SHALL BE MADE WITH CONCRETE SAWS TO DEPTH REQUIRED FOR CONDUIT WITH MINIMUM HAND OR POWER CHISEL WORK REQUIRED. DEPTH SHALL BE SUFFICIENT TO ALLOW COMPLETE BURIAL WITH FLUSH FILL AND TOPPING INITH GEMENT GROUT. AFTER INSTALLATION OF PIPE, CONDUIT, WIRING, ETC., HOLE SHALL BE GROUTED CLOSED WITH CEMENT GROUT, ALL FLOOR TRENCHING WORK SHALL BE IN STRICT COMPLIANCE WITH LOCAL AND STATE BUILDING AND FIRE CODES AND REGULATIONS, DIVISION 4 - MASONRY OF :250 C NIC, F ,4ATCER,L5 A. PLAIN CONCRETE UNIT MASONRY FOR WALL CONSTRUCTION: r"TRGV!DE MODULAR SIZE 5X5,6" AND 8xbx16" UNITS, DOMESTIC MANUFACTURE, 2. PROVIDE GRAY COLORED MASONRY UNITS SUITABLE FOR NEW FINISHES AS GALL ED FOR ON FINISH SCHEDULE, ACCESSORIES WALL TIES .2 GA GAL'IANI_ED. CORRUGATED STEEL 2TRAP2, T /8' AIDE AND LONG 2 WALL RE'NFCRCE` ENT. DURAW4L ..ADDER T YRE WELDED W;RE MESH FOR HpRUZONTAL PLACEMENT , N MORTAR JO NTS. G MORTAR TYPE M WITH WATERPRoac, G ADDFa. V- SHAPED STRL'GK .iOINTS D CLEANER. INORGANIC. ACID TYPE .LEANER. INSTALLATION A PREPARATION. WETTING EXCEPT IN FREEZING HEATHER, DR_F*Kt! BL.00.K WITH GLEAN WATER AND ALLOW TO DRAIN SO AS TO BE SLIGHTLY DAMP WHEN LAID UP 2 GLEANING: CONCRETE BEAM' AND SLAB SURFACES ON NHIGH MASONRY WALLS AND PARTITIONS ARE TO BE LAID UP SHALL BE BRUSHED TNpROUGHLY TO REMOVE LOOSE DIRT AND LAITANCE WHICH WOULD WEAKEN MORTAR BOND. 9 SETTING BRICK TIES SCREW BRICK TIES THROUGH THE SHEATHING TO THE METAL BUILDING STUDS. B MORTAR SHALL BE TYPE "S MORTAR, G LAYING MASONRY UNITS: LAY BLOCK LEVEL, PLUMB, STRAGHT, AND TRUE TO LINE SPREAD MORTAR BED FULL WIDTH AND RELATIVELY SMOOTH DO NOT GROOVE OR FURROW WITH THE TROWEL PONT . BUTTER THE END OF EACH BLOCK WITH MORTAR AND SHOVE INTO PLACE TO COMPLETELY FILL THE HEAD JOINT. DO NOT FEATHER THE BLOCK WITH EXCESS MORTAR CUT FROM TIE BED. FILL THE INTERIOR VERTICAL JOINTS COMPLETELY V:!TH MORTAR AS EACH COURSE IS LAID. D. JOINTS. JOINTS IN MASONRY CONSTRUCTION SHALL BE 318" WIDE AND SHALL BE STRAIGHT AND UNIFORM. TOOL AND WORK EXPOSED JON, TO A HARD, DENSE SURFACE WITH A SLED RUNNER AND LEAVE WITHOUT ANY SHRINKAGE CRACKS, DELAY TOOLING UNTIL THE MORTAR HAS SET THUMB, NT HARD. SHAPE OF JOINT SHALL 'THATCH THE ADJOINING CENTER. E. WEEP HOLES: NOT REQUIRED FOR INTERIOR PARTITION WALLS./ NHERE FLASHING TURNS DOWN AND OUT IN HORIZONTAL BED JOINT AND OVER STEEL LINTELS, PROVIDE WEEP HOLES IN THE MORTAR JOINT TO PERMIT WATER TO DRAIN FROM THE NALL. SPACE WEEP HOLES APPROXIMATELY 24• APART HORIZONTALLY_ FORM WEEP HOLES BY PRESSING SHORT LENGTHS OF OIL - SOAKED 5/16" DIAMETER BRAIDED COTTON SASH CORD INTO THE MORTAR BED WHILE SOFT. WHEN MORTAR HAS SET, FULL THE CORDS FROM THE WALL F. CURING: IN DRY WEATHER, MASONRY EXPOSED TO WIND AND SUN SHALL BE NET WITH A FINE WATER SPRAY SEVERAL TIMES EACH DAY FOR AT LEAST b DAYS, STARTING A5 SOON A5 THE MORTAR HAS SIUFF'CIENTLY Tp RESIST EROSION. G. POINTING: ON COMPLETION OF MASONRY WORK, SEE THAT LINE NAIL HOLES AND OTHER DEFECTS ARE FILLED AND NEATLY POINTED AND MORTAR DROPPINGS REMOVED FROM PROJECTING SURFACES. H. GLEANING: CLEAN DOWN CONCRETE MASONRY UNITS NITH A COMMERCIAL GLEANER. THE GLEANER PROPOSED FOR USE SHALL BE TESTED ON AN INCONSPICUOUS AREA OF FACE BRICK TO INSURE THAT IT PERFORMS AS INTENDED NITHOUT LEAVING ANY SCUM OR RESIDUE. REMOVE ALL TRACES OF THE GLEANER AFTER USE. PROTECT METAL AND CONCRETE SURFACES FROM CONTACT WITH THE GLEANER. 3. REFER TO DRAWINGS FOR REINFORCEMENT, TROUGH TILE, LINTELS. AND 50 FORTH, DIVISION 5 - METALS 05120 STRUCTURAL STEEL I. GENERAL A_ STRUCTURAL STEEL SHALL BE PER AST`! -A -36, NITS HIGH STRENGTH BOLTS PER ASTM -A -325. B WELDING SHALL BE PER AWLS -D -I I, WITH ALL F.HOP DRAWING STANDARD WELDING SYMBOLS PER AFG -A -20. STRUCTURAL STEEL SHALL BE DETAILED PER AISC, SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL. D. HEEDING OF STRUCTURAL STEEL SHALL BE PER AISG, SPECIFICATIONS FOR ARCHITECTURAL EXPOSED STRUCTURAL STEEL. E. ERECTION TOLERANCES SHALL BE I /4" MAXIMUM VARIATION FROM PLUMB; 1/4^ MAXIMUM OFFSET FROM TRUE ALIGNMENT. F. SUBMIT COMPLETE SHOP DRAWINGS INDICATING PROFILES, SIZES, SPACING. AND LOCATIONS OF STRUCTURAL MEMBERS, SHOWING OPENINGS, ATTACHMENTS, FASTENERS, AND CONNECTIONS INDICATE WELDED CONNECTIONS WITH ANS -A -2.0 WELDING SYMBOLS. INDICATE NET WELD LENGTHS. G. VERIFY ALL DIMENSIONS IN FIELD. 2. MATERIALS A STRUCTURAL STEEL MEMBERS - ASTM -A -36 B. STEEL PIPE - ASTM -A -53 G. BOLTS, NUTS, WASHERS - ASTM -A -325, GRADE A WELDING MATERIALS - AWLS -D -I 1: TYPE REQUIRED FOR MATERIALS BEING HEEDED. E. SHOP PRIME ALL STRUCTURAL STEEL MEMBERS. DO NOT PRIME LOCATIONS TO BE FIELD WELDED. MATERIAL FOR PRIMING SHALL BE PER SSPG -15, TYPE I RED OXIDE. F. NON - SHRINK GROUT. PREMIXED COMPOUND CONSISTING OF NON - METALLIC AGGREGATE, CEMENT, WATER REDUCING AND PLASTICIZING AGENTS, CAPABLE OF MINIMUM 5000 P51 AT 28 DAYS. 3. ERECTION A. CONTRACTOR SHALL MAKE ALLOWANCES FOR ALL ERECTION LOADS, AND SHALL INSTALL SUFFICIENT TEMPORARY BRACING, SHORING, AND SO FORTH TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. B. DO NOT FIELD GUT OR ALTER STRUCTURAL MEMBERS WITHOUT APPROVAL OF ARCHITECT. C. TOLERANCES: MAXIMUM VARIATION FROM PLUMB: 1/4 INCH MAXIMUM OFFSET FROM TRUE ALIGNMENT: I/4 INCH 05400 COLD FORMED METAL FRAMING (STEEL STUDS) I. INSTALL 6 ". 20 GAUGE METAL STUDS AT 16 INCHES ON CENTER, UNLESS OTHERWISE SHOWN ON DRAWINGS. 2. INSTALL 3 -5/8 ", 22 GAUGE METAL STUDS AT 16 INCHES ON CENTER, UNLESS OTHERWISE SHOWN ON DRAWINGS. 3. INSI ALL ALL METAL STUDS, WHETHER USED AS VERTICAL OR AS JOINTS, WITH BRIDGING AT MAXIMUM 48" ON CENTER, PER AISI SPECIFICATIONS. 4. SUPPLY, FABRICATE, FASTEN, AND INSTALL ALL METAL STUD WORK IN COMPLIANCE WITH AISI SPECIFICATIONS STANDARDS AND RECOMMENDATIONS. DIVISION 6 - WOOD AND PLASTICS A. MATERIALS: I. WOOD FOR FRAMING, BLOCKING, GROUNDS AND GENERAL CARPENTRY SHALL BE NO2 SOUTHERN PINE OR DOUGLAS FIR SURFACED DRY. 2. COMPLY WITH AMERICAN SOFTWOOD LUMBER STANDARD PS -20 FOR EACH USE. 3. COMPLY WITH AMERICAN PLYWOOD INSTINIE STANDARD PS -I FOR EACH USE. 4. WOOD FRAMING SHALL BE NAILED PER NAILING SCHEDULE REQUIRED BY LOCAL BUILDING CODE. 5 USE ONLY LUMBER AND GRADES INDICATED ON THE CONSTRUCTION DRAWINGS. b. USE PRESERVATIVE TREATED WOOD FOR PLATES AND FOR MEMBERS IN CONTACT WITH CONCRETE, FOR ANY WOOD ASSOCIATED WITH ROOF OR ROOF DECK, AND FOR GROUNDS AND HAILERS UNDER FLASHING. 1, ALL CARPENTRY SHALL BE INSTALLED TRUE, ACCURATE, LEVEL AND SQUARE. 8. FULL CONTINUOUS HORIZONTAL GROUNDS SHALL BE ADDED AT ALL LOCATIONS AS REQUIRED FOR PROPER ATTACHMENT AND INSTALLATION OF ALL MILLWORK AND ALL TOILET ROOM ACCESSORIES. THIS WORK SHALL BE COORDINATED WITH THE MILLWORK SUPPLIER AND INSTALLER, AND THROUGH THE CONTRACTOR WITH THE TOILET ACCESSORIES SUPPLIER, INSTALLATION: • I. INSTALL. FULL LENGTH MEMBERS AT ALL LOCATIONS. 2. DISCARD ANY MEMBERS WITH SPLITS, CHECKS, KNOTS, WARPS OR ANY OTHER DEFECTS THAT WILL IMPAIR STRENGTH OR RESULT IN AN UNSATISFACTORY INSTALLATION. 3. GUT ALL MEMBERS TRUE TO LENGTH FORA SNUG FIT. 4, INSTALL ALL FRAMN6 CONNECTORS AS GALLED FOR BY M.AWFAGT.IRER'S WRITTEN INSTRUCTIONS. G. WOOD DOOR INSTALLATION: I. PRIOR INSTALLATION CONDITION DOORS T AVERAGE PREVAILING HUMIDITY O TO CONE O A IN THE INSTALLATION AREA. 2, PROVIDE INTERIOR DOORS WITH 1 /8" CLEARANCE AT HEAD AND JAMBS OF DOORS, PROVIDE I/4" CLEARANCE FROM BOTTOM OF DOOR TO TOP OF HARD SURFACE FLOOR FINISH OR THRESHOLD, PROVIDE 1/2" MAXIMUM CLEARANCE FROM BOTTOM OF DOOR TO TOP OF CARPET FINISH FLOOR. 3. DO NOT UNDERCUT DOORS MORE THAN '/2' UNLESS DIRECT' ON DRAWINGS. A. JOB FIT ALL DOORS TO THEIR RESPECTIVE INSTALLED FRAMES FOR PROPER FIT AND UNIFORM CLEARANCE AT EDGES, AND USE MACHINE OR FINE CHISEL WORK BY PROFESSIONAL EXPERIENCED INSTALLATION CARPENTER FOR ALL HARDWARE. 5. SLOPPY OR :AMATEUR CHISEL WORK FOR INSTALLATION OF BUTTS AND HARDWARE IN DOOR OR FRAME SHALL 8E CAUSE FOR REJECTION CF NOR, 3Y ARCHITECT AND COMPLETE REPLACEMENT OF DOOR AND FRAME BY THE CONTRACTOR. D FINISH HARDWARE INSTALLATION: 1. MOUNT HARDWARE UNITS AT HEIGHTS WITHIN RESTRICTIONS OF LOCAL, STATE AND FEDERAL ACCESSIBILITY STANDARDS, HEIGHTS RECOMMENDED BY THE FEDERAL ADA GUIDELINES, AND ACCORDING TO THE CITY BUILDING CODES, AS WELL AS HEIGHTS RECOMMENDED BY "RECOMMENDED LOCATIONS FOR BUILDERS' HARDWARE", BY THE NBHA, 2 INSTALL EACH HARDWARE ITEM FULLY COMPLYING WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION. 3 ALL BRASS OR BRONZE INSTALLATION SCREWS INTO WOOD SHALL BE PLACED IN PRE DRILLED AND COUNTERSUNK HOLES WITH FLANGED, TAPERED AND OFFSET DRILL BITS OF THE CORRECT SIZE FOR THE SCREW, AND AS MANUFACTURED FOR THE WORK. BRASS AND BRONZE SCREWS WILL BREAK, HEADS WILL BURR AND STRIP, AND ALL DAMAGED SCREWS WILL BE REPLACED BY THE CONTRACTOR !F THIS WORK 15 NOT PERFORMED PROPERLY. WHERE GUTTING OR FITTING IS REQUIRED TO INSTALL HARDWARE ON OR INTO SURFACES WHICH ARE LASER TO BE FINISHED OR PAINTED, INSTALL HARDWARE ITEMS COMPLETELY, THEN REMOVE AND STORE IN A SECURE PLACE WHILE FINGa:NG OPERATIONS ARE BEING PERFORMED. REINSTALL HARDWARE AFTER ALL FINISHING IS COMPLETE. 5. DO NOT INSTALL SURFACE MOUNTED HARDWARE UNTIL SUBSTRATE FINISHES ARE COMPLE:C AND HAVE BEEN INSPECTED BY THE ARCHITECT. 6. ADJUST AND GLEAN EACH OPERATING ITEM OF HARDWARE AND THE OPERATION OF EACH DOOR, TO INSURE PROPER OPERATION, CLEARANCES, AND FUNCTION OF EVERY UNIT. T. LUBRICATE HARDWARE MOVING PARTS WITH THE TYPE LUBRICANT RECOMMENDED 3Y THE HARDWARE MANUFACTURER. USE POWDERED GRAPHITE TYPE LUBRICANT IF NO OTHER IS RECOMMENDED. 8. REPLACE ALL HARDWARE UNITS THAT CANNOT BE ADJUSTED AND LUBRICATED TO OPERATE FREELY AND SMOOTHLY. 05,300 FINISH CARPENTRY A. GENERAL I. ALL FIELD FABRICATED, FINISH CARPENTRY SHALL BE FINISH WORK, Awl QUALITY GRADE "CUSTOM" OR BETTER, AND SHALL BE CONSTRUCTED ACCORDING TO ACCEPTED CABINETRY INDUSTRY STANDARDS AND AS SHOWN ON THE DRAWINGS. 2. SET NAILS FOR P UTN STOOPING IN SURFACE MEMBERS. HAMMER MARKS WILL NOT BE ACCEPTABLE IN ANY FINISHED EXPOSED SURFACE AND WILL BE CAUSE FOR REJECTION BY ARCHITECT AND RECONSTRUCTION OF WORK BY CONTRACTOR_ 3. MAKE ALL END SPLICES EXPOSED IN FINISHED MEMBERS SQUARE BUTTED TO ALLOW FOR BUILDING MOVEMENT. INSTALL MEMBERS IN AS LONG LENGTHS AS POSSIBLE, WITH NOT LENGTHS INSTALLED LESS THAN FOUR FEET OF A CONTINUOUS RUN. ALL DOOR FRAME AND WINDOW FRAME TRIM SHALL BE CONTINUOUS LENGTHS AT EACH RUN. 4. INSTALL WORK TO DETAILS SHOWN; PLUMB, LEVEL, AND TO LINE AND SECURELY ANCHORED- MAKE SCRIBES WHERE REQUIRED ACCURATE. MITER CORNERS OF TRIM. 5. PROVIDE AND INSTALL OTHER MISCELLANEOUS MILLWORK ITEMS AND RELATED WORK REQUIRED TO COMPLETE WORK OF THIS SECTION. USE POPLAR, BASS, OR OTHER A.N.I. APPROVED HARDWOOD FOR ALL PAINTED WOOD MATERIALS. USE CEDAR WOOD FOR ALL STAINED WOOD FINISH_ B. MATERIALS I. INSTALL NEW ROUGH SAWN CEDAR 1x6 TaG PANEL AT LOCATIONS SHOWN ON DRAWINGS. INSTALL RANDOM LENGTH PLANKS, WITH STAGGERED JOINTS. PANEL MEMBERS SHALL BUTT ENDS TO CEILING, WALL AND BASE FINISHES, WITH CUT ENDS SCRIBED AND COPED TO MAKE A SMOOTH, FINISH JOINT NOT REQUIRING - OVERLAY OR OTHER TRIM FOR FINISH. 2. INSTALL NEW T -III, 7/6" PLYWOOD STAINED CEILING AT LOCATIONS SHOWN ON DRAWINGS. INSTALL ALL T -III OVER 1/2" PLYWOOD UNDERLAYMENT ON SUSPENSION STRUCTURE. STAGGER ALL T -III JOINTS MINIMUM 16" FROM PLYWOOD UNDERLAYMENT JOINTS. SECURE T -III TO PLYWOOD UNDERLAYMENT WITH SCREWS IN PANEL GROOVES. 3. INSTALL WOOD DOOR FRAMES AND TRIM, FLUSH WOOD BASE, WRAPPED COLUMNS AND ALL OTHER TRIM A S ROUGH SAWN CEDAR R U AR R STAINED OR PAINT SUITABLE 5 FINISH A5 GALLED FOR ON THE DRAWINGS AND IN THE E FINISH SCHEDULE. 4. SEATING ONLY SHALL BE SMOOTH SANDED CEDAR PLANK. HARDWARE: I. INSTALL GLASS DOORS IN K a V P1092 ANOD BEARING TRACK, WITH HEAD GUIDES. 2. INSTALL PUSH BUTTON PLUNGER LOCKS IN GLASS TRACK SHOE, K a V 984. 3. PLUNGER LOCKS FASTEN SLIDING DOORS TOGETHER 50 THAT UNIT CANNOT BE MOVED ON TRACKS. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 01210 BUILDING INSULATION I. PROVIDE 5 -1/2" THICK, R =21, FIBERGLASS BATT INSULATION, WITH UNPAGED LOOSE BATT FACE FINISH. BATTS SHALL BE PLACED BETWEEN STUDS ON ALL EXTERIOR WALLS AS CAN BE ACCESSED FOR NEW CONSTRUCTION. 2. INSTALL 5 -1/2" THICK, R =21, FIBERGLASS BATT INSULATION, 2 FT. BY 4 FT. WITH UNPAGED LOOSE BAIT FACE FINISH OVER ALL CEILINGS OF ALL OFFICES AND CUSTOMER SERVICE OFFICE. 01511 SEALANTS A. MATERIALS: I. ONE COMPONENT ELASTOMERIG SEALANT: PROVIDE POLYURETHANE NP -I SONNEBORNE SEALANT ONE PART, NON -SAG, PER FS -TT -5- 00236; ASTM -C -920: ASTM -D -1850 TYPE II FOR EXTERIOR USES AT MASONRY, CONCRETE, WOOD, AND METAL JOINT SURFACES. 2. ONE COMPONENT SILICONE SEALANT: PROVIDE NON -ACID -TYPE SILICONE 862 PEGORA RUBBER- BASED, ONE -PART, NON -SAG, ELASTROMERIG COMPLY WITH FS TT -S- 001543, GLASS A; RECOMMENDED BY THE MANUFACTURER FOR ALL EXTERIOR AND INTERIOR JOINT SURFACES, BUT PARTICULARLY FOR POROUS JOINT SURFACES. 3. PROVIDE ALL SEALANTS IN COLOR TO MATCH ADJOINING FINISH MATERIALS COLORS. B. EXECUTION: I. GLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLING SEALANT OR CAULKING COMPOUND. 2. COMPLY WITH THE SEALANT MANUFACTURERS PRINTED INSTRUCTIONS EXCEPT WHERE MORE STRINGENT R'_'QUIRENIENTS ARE SHOWN OR SPECIFIED AND EXCEPT WHERE THE MANUFACTURERS TECHNICAL REPRESENTATIVE DIRECTS OTHERWISE, IN WRITING. 3. EMPLOY ONLY PROVEN INSTALLATION TECHNIQUES, WHICH WILL INSURE THAT SEALANTS WILL BE DEPOSITED IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS, WITH COMPLETE 'WETTING" OF THE JOINT BOND SURFACES EQUALLY ON OPPOSITE SIDES. 4. EXCEPT AS OTHERWISE INDICATED, FILL SEALANT RABBET TO A SLIGHTLY CONCAVE SURFACE, SLIGHTLY BELOW ADJOINING SURFACES. 5. WHERE HORIZONTAL JOINTS ARE BETWEEN A HORIZONTAL SURFACE AND A VERTICAL SURFACE, FILL JOINT TO FORMA SLIGHT CONCAVE, 50 THAT _!DINT WILL NOT TRAP MOISTURE AND DIRT. 6. INSTALL SEALANTS TO DEPTHS AS RECOMMENDED BY THE SEALANT MANUFACTURER BUT WITHIN THE FOLLOWING GENERAL LIMITATIONS, MEASURED AT THE CENTER (THIN) SECTION OF THE BEAD. Vc` MASKING TAPE OR OTHER PRECAUTIONARY DEVICES IN ORDER TO PREVENT THE PRIMER/SEALER OR SEALANT /CAULKING COMPOUND FROM STAINING ADJOINING SURFACES. 8. REMOVE EXCESS AND SPILLAGE OF COMPOUNDS PROMPTLY AS THE WORK PROGRESSES. 9. LURE SEALANTS AND CAULKING COMPOUNDS IN COMPLIANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS, IN ORDER TO OBTAIN HIGH EARLY BOND STRENGTH, INTER._ COHESIVE STRENGTH AND SURFACE DURABILITY, DIVISION 8 - DOORS AND WINDOWS 08100 HOLLOW METAL DOORS AND FRAME A. MATERIALS: WHERE INDICATED ON DRAWINGS, INSTALL DOORS AND FRAMES OF REQUIRED FIRE RATINGS CARRYING U.L. LABELS. 2. INSTALL MINIMUM 18 GA. STEEL DOORS AND lb GA. STEEL FRAMES, OR HEAVIER, AS REQUIRED FOR FIRE RATING, 3. ALL SUPPORTS AND ANCHORS MINIMUM 16 GA STEEL FOR HOLLOW METAL DOOR FRAMES. 4. FRAMES MAY BE ALL WELDED CONSTRUCTION FOR FIRE RATIN. OF ONE HOUR AND OVER, CR MAY BE KNOCK -DOWN TYPE, AS ALLOWED FOR SUITABLE FIRE RATINGS, 5. KNOCK -DOWN TYPE SHALL BE FINISHED IN BLACK OR DARK BROWN ENAMEL. b. SUBMIT SHOP DRAWINGS FOR FABRICATION AND INSTALLATION OF ALL HOLLOW METAL WORK, INCLUDING SCHEDULE OF DOORS, SIZES, AND RATINGS WITH ELEVATIONS, AND INSTALLATION DETAILS WITH REINFORCING FOR HARDWARE FOR APPROVAL BY ARCHITECT_ USE SAME REFERENCE NUMBERS FOR OPENINGS AND DETAILS AS SHOWN ON THE CONSTRUCTION DOCUMENTS FOR ALL SHOP DRAWINGS AND SCHEDULE REFERENCES. B. INSTALLATION: I. INSTALL ALL DOORS AND FRAMES PLUMB AND LEVEL, ALIGNED AND BRACED SECURELY AND PERMANENTLY. 2. FACTORY FINISH ALL KNOCK-DOWN METAL FRAMES BEM! -GLOSS BLACK OR DARK BROWN ENAMEL. 3. FACTORY PRIME ALL HOLLOW METAL DOORS AND FRAMES. 08200 WOOD DOORS AND FRAMES A MATERIALS: I. DOOR TYPES INCLUDE SOLID FLUSH DOORS WITHOUT FIRE RATINGS IN WOOD FRAMES, ALL PAINT GRADE, AS SHOWN IN THE DOOR SCHEDULE. 2. ALL NEW WOOD DOORS AND FRAMES SHALL COMPLY WITH NWMA QUALITY CERTIFIED" SEAL OF APPROVAL FOR CONFORMANCE WITH NWMA S. WHERE APPLICABLE. 3. ALL WOOD FRAMES ASSOCIATED WITH DOORS SHALL MEET ARCHITECTURAL WOODWORK INSTITUTE SPEGIFIGATION GRADES FORA PREMIUM GRADE INSTALLATION. 4. CUSTOM GLAZED SWING DOORS SHALL BE GONSTRUGTED AS SHOWN ON DRAWINGS, WITH STANDARD 5 -1/2" WIDE JAMB STILES AND HEAD RAIL, WITH I0-1/2" WIDE SILL RAIL, IN 1 -3/4" PINE OR FIR (STAIN MATCH GEDARI IN PINE OR FIR FRAME (STAIN MATCH CEDAR) WITH CEDAR TRIM_ 5. STANDARD WOOD SLIDING GLAZED DOORS WITH FRAME AS GALLED FOR ON THE DRAWINGS (STAIN MATCH CEDAR), WITH CEDAR TRIM, WITH INTEGRAL SLIDING HARDWARE 6. SUBMIT SHOP DRAWINGS INDICATING LOCATION AND SIZE OF DOORS, ELEVATIONS OF DOOR AND FRAME, DETAILS OF INSTALLATION, WITH DOORS SCHEDULED USING SAME REFERENCE NUMBERS FOR DETAILS AND OPENINGS AS USED ON CONSTRUCTION DOCUMENTS, FOR APPROVAL BY THE ARCHITECT. INCLUDE DETAILS PER SECTION 08110 FINISH HARDWARE FOR HARDWARE INSTALLATION. B. INSTALLATION: I. INSTALL ALL DOORS AND FRAMES PLUMB AND LEVEL, ALIGNED AND BRACED SECURELY AND PERMANENTLY. 2. PROVIDE I/8 INCH CLEARANCE AT HEAD AND JAMBS. PROVIDE 1/2 INCH MAXIMUM SILL CLEARANCE BETWEEN BOTTOM OF DOOR AND TOP OF CARPET FLOOR FINISH ON FLOOR COVERING FOR INTERIOR DOORS. EXTERIOR DOORS SHALL HAVE I/8 INCH CLEARANCE AT SILL, AS REQUIRED FOR THRESHOLD AND WEATHERSTRIP. 3 DOORS UNDERCUT N,RE THAN THE 1/2 INCH SILL CLEARANCE SPECIFIED WILL BE REJECTED UPON INSPECTION AND WILL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE_ 4. JOB FIT ALL DOORS TO INSTALLED FRAMES. FIT DOORS TO FRAME FOR PROPER FIT AND FOR UNIFORM CLEARANCES AT ALL EDGES, AND MACHINE FOR PROPER HARDWARE LOCATION. 30. SYSTEM TEST: A. TEST WET PIPE E STEM, ALARM SWITCHES, SUPERVISORY SWITCHES, WATER MOTOR GONG AND INTERFACING WITH BUILDING FIRE AND SMOKE ALARM TO ENSURE PROPER OPERATION_ TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY FIRE MARSHALL, FACTORY MUTUAL, AND BOLA FIRE PROTECTION CODE. B. ALL TESTS SHALL BE WITNESSED AND APPROVED BY THE LOCAL FIRE MARSHALL. G_ AFTER COMPLETION AND APPROVAL F TESTING, ' RO O ICS TIN G SUB MIT TES V1 T CERTIFICATE E OF APPROVAL" FOR WET PIPE SYSTEM, ALARM SWITCHES, SUPERVISORY SWITCHES. AND WATER MOTOR GONGS STATING THAT ALL TEST RESULTS ARE SATISFACTORY_ CERTIFICATE OF APPROVAL MUST BE SIGNED BY CONTRACTOR, LOCAL FIRE MARSHALL, AND THE OWNER'S INSURANCE UNDERWRITER. 31. DEMONSTRATION OF SYSTEM AND EQUIPMENT: A. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A MINIMUM OF FOUR HOURS (OR AS LONG AS REQUIRED BY OWNER) TO DEMONSTRATE TO THE OWNER THE PROPER OPERATION OF THE WET PIPE AUTOMATIC SPRINKLER SYSTEM INCLUDING ASSOCIATED ACCESSORIES AND CONTROLS. B. AFTER COMPLETION AND APPROVAL OF DEMONSTRATIONS, SUBMIT "DEMONSTRATION CERTIFICATES OF COMPLETION" FOR WET PIPE AUTOMATIC SPRINKLER SYSTEMS, INCLUDING ALL ASSOCIATED ACCESSORIES AND CONTROLS STATING THAT THE DEMONSTRATIONS OF THE SYSTEMS IS SATISFACTORY. CERTIFICATES MUST BE SIGNED BY THE MANUFACTURER'S REPRESENTATIVE, CONTRACTOR, AND OWNER. 08330 OVERHEAD ROLLING GRILLE I. PROVIDE AND INSTALL OVERHEAD SECURITY GRILLE OF HEIGHT AND WID, AS SHOWN ON DRAWINGS. 2. PROVIDE OVERHEAD GRILLE AS MANUFACTURED BY "MOBIFLEX". 3. PROVIDE GRILLE FABRICATED FROM 5/16" DIAMETER MILL FINISH ALUMINUM RODS EXTRUDED FROM 6063 -T6 ALUMINUM, SPACED HORIZONTALLY I -3/4" ON CENTER_ LINKS SHALL BE MADE FROM MILL FINISH ALUMINUM AND SPACED VERTICALLY 9 ON CENTER. THE BOTTOM BAR OF DOOR TO BE OF TUBULAR ALUMINUM DESIGN WITH REMOVABLE BOTTOM PIECE TO GIVE .ACCESS TO LOCK MECHANISM WITH CURTAIN IN OPEN POSITION. BOTTOM BAR SHALL BE BRIGHT ANODIZED ALUMINUM. 4. GRILLE GUIDES SHALL BE CHANNEL DESIGN WITH FLANGES TO LOCK ENDS LINKS OF M INTO GUIDE. MATERIAL OF CHANNEL TO BE OF ALUMINUM INUM MILL FINISH. GUIDES SHALL NAVE VE WOOL PILE STRIPS 60TH TH SIDES TO ASSURE QUIET OPERATION. TOP OF G'U'IDES TO BE FITTED WITH REMOVABLE CURTAIN STOPS. 'CHANNEL TO BE MOUNTED TO STEEL TUBES OR ANGLES AS SHOWN ON DRAWINGS. GUIDES SHALL BE BR "BHT ANODIZED ALUMINUM. 5_ BRACKETS SHALL BE OF HEAVY STEEL PLATE PROPERLY REINFORCED TO CARRY FULL DOOR WEIGHT AND SUPPORT BARREL AND CURTAIN AT EACH END. SEALED' BALL BEARINGS SHALL ea FURNISHED AT ALL ROTATING- SUFECP: " POINTS. BRACKETS SHALL BE ATTACHED TD ;...__L. TUBE SUPPORT e, -. MINIMUM OF 3 EACH 1/2" BOLTS. 6. GRILLE CURTAIN SHALL WRAP ON COUNTERBALANCE ASSEMBLY PIPE OF SUFFICIENT 51. 50 DEFLECTION OF BARREL WITH WEIGHT OF CURTAIN DOES NOT EXCEED A3" PER FOOT OF DOOR WIDTH. SPRINGS TO BE OIL - TEMPERED HELIC -WOUND TORSION SPRINGS STRESS- RELIEVED AFTER SPRINGS COILING. AL GO L 5 SHALL BE ATTACHED TO GOLD- ROLLED STEEL SHAFT OF SUFFICIENT SIZE TO CARRY LOAD OF CURTAIN AND TORO, OF SPRINGS. SPRINGS TO TRANSMIT TORQUE TO BARREL THROUGH STEEL OR GAST PLUGS SIZED TO FIT PIPE. SEALED BALL BEARINGS SHALL BE LOCATED AT ROTATING SUPPORT POINTS OF BARREL. SPRING ADJUSTING WHEEL SHALL BE READILY ACCESSIBLE. 7. HOOD SHALL BE MADE FROM 24 GAUGE GALVANIZED STEEL. TOP AND BOTTOM EDGES REINFORCED WITH GALVANIZED STEEL ANGLES AND _L.. CURL. 8. LOCKING SHALL BE WITH CYLINDER LOCKING IN BOTTOM SILL BAR. LOCKS SHALL HAVE THUMBTURNS ON LOCKS INSIDE THE STORE, WITH 'PROTECTIVE HOUSINGS TO PREVENT TAMPERING FROM THE EXTERIOR W -::EN DOUBLE KEYLOCK 15 NOT ALLOWED. 9, GRILLE SUPPLIER SHALL FURNISH AND INSTALL STEEL TUBE SUPPORT, 3" x 3" x 3/16 ", AS DETAILED: AND ANCHORED TO THE FLOOR SLAB AND OVERHEAD STRUCTURE WITH TOP BRACING AS REQUIRED PER CODE AND LANDLORD REQUIREMENTS. 10- PROVIDE EMERGENCY SAFETY RELEASE- PROVIDE DOOR 50,0M LOCK/ MOTOR INTERLOCK TO PREVENT OPERATION WHILE DOOR 15 LOCKED. II. PROVIDE SIGN. PER CODE, OVER DOOR HEAD READING 'THIS DOOR SHALL REMAIN UNLOCKED AND OPEN DURING ALL BUSINESS HOURS", OR MODIFICATION AS REQUIRED BY LOCAL CODS. 0 F 0 U7 0 CL REVISION a 0 0 BLAKE SHELTERS A Califomia Corporation 4764 Park Granada, Suite101 Calabasas, Califomia 91302 Tel :818- 22,2288 Fax: 818- 222 -2344 OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL PERMIT CENTER - T U KWI L.", WA. DATE 7.20 Al RE qT'V O T UKWII.p GUITAR CENTER A8 m1 SPECIFICATIONS DiVISiON $ - DOORS & WINDOWS NYRROR A A PROS A RR ^R; A P O\ 'JL = ATRRDR PANELS A .DUN ..\ DRAIN \.: -F ' PAN:_ +N JON, Y SHONNN ON MANN .:.., INSTAL - A _ MRROR PANE- PET MIRR^¢ 3 0. C TOR + -N. ATTAF "'!aRROR. REMOVE ELACES_ MAST', TPR_ ALL NRROR E. V ILETON GLASS. AST, NR -E TREIR . ' N ,L NTL'R' ANDO. =OUSE; {,T vAiIU AIR `MPERED ' _ GAT . mN 'N A'•_- NTER Aarit, A• NS`AI_ NTER'_^¢ N :DOW. PAN- :_A_H:. INS SEN,Es ■ ,.,N :.-:Sc PAN:. S 'N OD, 4... - : -,ESC. Aso,, a PROVIDE 'NPSR_ O'-ASS E'R A 'N AL ARDN3 A REQ, B`" LOCAL 'RDV'DE RED 1. MIN :NLAT. E- ,.,•.A- GLASS N AL., OLADED DOOR RAN , IN AND EKTER.OR TA'NA' BJ""PER - "GORE PRO ✓IDS AND 'NE - •i__ AEON 5J CORE DOOR W'TH SACK O_O¢ - AM;NATE BO' R ACE_ STAN,. S T_E_ 5 GA ,itaALAcrre BGT•• V AC_S. -. .S . ED TR, _5 .✓A ,ANLESS AZT. ¢ NE IN PLACE - ARONAE COY., STANLESS STEEL W;ND,M 4' - a 6 ACRTNE SET N SAGA. RESER MOP. , n. N GRAN HINGES "P4 ^YID HA:N'N':_ TRAMS ERA. BEHIND P'VOT "w. , 70b2 TG ABED, SHOCK LOOS ,DOOR IMPACT BOLT GRAN''' HINGES T -RD,T PRA+ ANT, DR =.'-. =Y TO S"EE_ rANN,E FRAME $RAGE tiTAL SOAP, DOOR I.N ST,D. T . A T. MAN-PAG'RRER'S PR:N"ED CSADD ?L- M'N_hr STS ^�- - •c'>4 AIL _012 ">N _ a-A_ z -- ON>TZ.T. OF ' 4" h A ,JAI NUM R . = -'L ✓-c (LEA, A'vTi =+:,K*! =.S T AL'N ti _ SETS S•IALL iGE ".HE THICK ' 1" 17¢ PHA? SLATE 'NSTA_ TEE'" vr� SLA55 t ZOU :fir BY LO,'.A: -, AT. �r ,'. W'�N7DrG. 5-'ALL �: AS ON_. ZIT T-E DFCAr::\GE V.� T AW.�i SMR:=S 100.. 'S LGEPTAELE. D. 'KT.IDR 50,7 0!. = BHA, P .'-O\_.TR'JG OF I- 4 4L54IN54 , DLL, '" ,LCTDNS TNT- SR_VER =AR' ANODE. ',JAYS), FINISH MINIM,, 7 ?F AJM NJM BHA._ BE SLOTS SHAL RECEIVE THICK FLOAT. OR ?LATE GL455. INSTAL TEMPER. SLAV AS REOURED BY LOCAL, S AT; 4 5. LODES A."2 RE_ J.... . A V' _ . SHALL BE AS OTNENSONED ON T., 712.4A TUG=. E. PAS,-TENSES 5T,_ NAPE A MATCH, E:NEH 0 SILVER :CLEAR) ANODISE) GOMPON�ENTS MAN ..C7JR_ BY V'STAWA_L, ATEARLITE NAWNEER DPG OR . 2ICAN ALUTINJM ARE AG.'., - ABLE. , PRAM.. sOR -NSF, ANC c, n HEIGHT STEEL BRAGNG -..i .A,E A SOLD ASSETS'_" 08450 A UATIN R'ENTRANCE DOORS tx L'RIOR E'NDRY DOORS ,ALL BE V STAWAI 315 DOORS OR E., AS 'SHOW'N ON DRAWINGS 'NsaN VER (CLEARI ANOVIE,. ALUMINUM. PROVIDE JSTAW %'.H -12" AND " EARS N CLEAR - NISI PROVIDE 0P INTFRN•'PD:ATE AND So c7,--SET PIVOTS. PROVIDE ADAMS -RITE AS-1,650A-505 +TOOK BOLT LOCKS 391, .."_ :'DER LOCK. FRO V I. LGN 4.0.462 B:RFAGE GL059R. HAND:GAP RATE^',. V' L --315 IS ...,TABLE ,195., R EXIT DOOR SHALL HAVE P.D . BAR ON:Y, NO PULL S. IN'TS!OR DOORS SHAD ✓,,AxA` 515 DOORS OR EQU.L WITH SILVER /CLEAR AN. '? A)5 F:NSH. PROVIDE VISTAWALL PH 12 "PALS AND 'F'= -16" PST EARS N .._AR FINIy. RROVIDE TOP AND BOTTOM OFFSET PI /CTS IN STOI,PRON. T ?RANC- PROVIDE =CUR BALL BEARING BUTT HINGES, JFi32 FTNESH IN HoLLOIN RET.'t_ ?RANTS. DO NOR PROVIDE LOCKS ON ANY fiT =Rtp¢ ,LJMIN'UM TO.R5 RR'JV DE =CA 9040 SURFACE CLOSER, HANDICAP RA I=+ ON A_ INTER OR SLAT= .0.. GLASS TOR ,= A HNUM 700, AN7 SIDE_' IC.^'. TS BHA'_ BE CLEAR, SINGLE PANE =MP =-+RED GLASS PROVIDE MANJFAGTJRERS STANDARD hEATFER;TR:FPING AND THRESHOLD. SYLINDER LOCK SHALL B KEYED WIT--. MASTER <DENG STETM OSS :D FINISH HARDWARE A MATERIt�I S: SCHEDULED HATCHSETS. LOGKSETS AND DEADEOLTS ANL FALCON MODELS. PROVIDE FALCON 'FOG' CYLINDER FOR DOOR LOCK) PER OWNER'S CYLINDER SYSTEM PROVIDE_ TAO KEYS FOR FAG!- LOCK. ALL PASSAGE LATCHSETS. LOC:S,S, AND ,HER DEVIG'S SHALL ME-PR REOL!R5, FIRE REGULATIONS AND HANDICAP G.ri!'PL!AE R 2. SCH.Li' .0 BUT HINGES ARE HAGER. PROVDE BA BEARING, STAIN' ESS STPT! . P)U, MORTISE HINGES. 3- SCHEDULED CLOSERS ARE LCN AND AS REQUIRED 'bY FIRE REGULATIONS AND HANDICAP COMPLIANCE REQ ,,,BENTS. STOPS AND OTHER MDCELLANEGVS HARDWARE ARE 1,5 OR TRIMGO. 5- SUBMIT COMP ="E SGHE DJ_ 6 HARDWA, TO TIE ARCHITECT FOR APPROVAL. 1 NGL ALL HARDWARE SC ©U_ LETS, AND DOOR NUMBERS AS SHOWN ON CONSTRIYTION DO✓JNENTS. INCLUDE KEY SCHEDULE. S. iNSTA! a_ HARDWARE ACCORDING TO MANUFAGTJR_R'S PRINTED INSTR.70N5 MOUNT A HARDWARE AT HEIGHTS RGOMMIENDED BY T:F_ NENTA, IN THDR 'RECOMMENDED LOCATIONS FOR BUILDERS' HARDWARE ". 1. WHERE GUTTING AND FITTING IS REQUIRED FOR HARDWARE INSTALLATION, INSTALL EACH I COMPLETELY. THEN REMOVE AND STORE IN A SECURE PL AGE DURING APPLICATION OF PAINT FHNISHFS. AFTER COMP' cTO, OF PAINT FINIS:IF�c RE- INSTALL HARDWARE. 9- 70 NOT 'INSTAL SAS,. MOUNTED HARDWARE ITEMS Wr:L FINISHES ON THE SUBSTRATE° ARE GOINPLPTE_ AND INSPE,ED. :0. ADJUST, CLEAN. ANT'. =ERICA, HARDWARE PER MAN.PAGTJRERS RECOMMENDATIONS 5O THAT ALL ITEMS ARE !N PERFECT WORKING ORDER DURING FINAL INSPECTION. INSTALLATON, INSTALL ALL HARDWARE W:75 AT HEIGHTS AND LOCATIONS P$ REQUIRED BY LOC,. STATE AND FEDERAL ACCESSIBILITY CODE AND REGULATORY REQUIREMENTS. 2. MOUNT A_ HARDWARE UNITS AT,GH"TS RECONMLTDED EY "RECOMMENDED LOCATIONS FOR SJI_DERS' HARDWARE ", EY NEkHA, UNL E55 OTHERWISE INDICATED OR REQ. /1,D TO COMPLY WITH CODE, ACCESSIBILITY, OR GOVERNING REGULATIONS. USE ONLY NANLFAGTJF,R'S N.15HED ATTACHMENT DEVICES FOR INSTALLATION OR :F ;No. SCREWS FURNISHED ARE OF INSUFFICIENT LENGTH MAT, FINS. DESIGN AND PATTERN TO MATCH MANUFACTURER'S FURNISHED HARDWARE PI r r R ST LATI F LO E) D I V E , A A BRA5 H SCREW ALL O E ORE FINISH Y C A I 15 DRI VENT IN E THEE SOFT L HARD H,L ANY SCREWS DAMAGED $" CARELESS OR IMPROPER INSTALLATION SHALL BE RErLAGED. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES ON SUBSTRATES ARE COMPLETED AND APPROVED BY ARCHITECT. INSTALL ALL CLOSERS MO'UN'TED ON THE INTERIOR OF THE SPADE SERVED. ALL HARDWARE SHALL BE SATIN CHROME, US -26D OR POLISHED BRASS U5 -3, AS SPECIFIED (OR MATCHING LACQUER FOR CLOSERS AND SIMILAR ITEMS) UNLESS OTHERWISE NOTED IN SCHEDULE. b. INSTALL ALL CLOSERS ON INTERIOR OF SPACE SERVED. HARDWARE SCHEDULE: DIVISION 9 - FINISHES 09250 GYPSUM WALLBOARD: 1. PROVIDE 516" THICK 4' x b' FIRERATFJr WALLBOARD WITH TAPERED EDGES EQUAL TO USD. SHEETROGK PANELS, D. PROVIDE 5/8" THICK 4' x 8' WATER RESISTANT FIRERATED OREENBOARD" WALLBOARD WITH TAPERED EDGES EOJAL TO US.G. PANELS IN ALL RESTROOMS AND WET AREAS, AND INHERE REQUIRED , LOCAL BUILDING GODES AND REQUIRETS_ E w ,. J, B W TLR , ,AN"FIRERA - ED G -+UHT .CA`H NG 'AL T„ G PANES FOR ALL ENTER Aica, BEHIND N N AWN. A D DR G N WHERE REtx, R..., LOCAL 30DES A M , ALL BE EQUAL TO USC JD \T COMP .NDTOR TAaINC- `der KEE.' FbEAL .G L SG PL r_A TAPE. E JOI\ T OFF \G SHALL BE EQUAL TO 1;.50 JOINT COMPOJN,TOPPING. - SETA, ON A AA-Le AQD " CN ALL ENDS AND EDGES Or ALL GY: RUMS amt. OVER FRAMING MEMBERS ENC,EPT WREN JOINTS AND 00129,25 412E AT QI[}'IT A\ 'L TO KAM:NG MEATELRS FASTEN SLIGHTLY BELOW THE r r.AGE Or PANELS W IT'HOUT BRE4KNG THE FACE RAPER DO NOT FASTEN CLOSER THAN 3 5 ROM ELDOEE. SPY'., FASTENL, NOT MORE THAN 8" ON CENTER \e TAPE .. WALLBOARD JOINTS AD GONERS NMICeLD'NC- wA TD RECEIVE. WALL COVERING. EMBED TAPE a .1047 CDN IP0-NC AN TSNISTE W.TH TWO COATS OF "OWING COMPOUND SPREAD E'EN., AND PEAT-HERECT A EDGES. APPLN" 2 ;.OATS Or JOINT O,OHPOUN;, OYER D AT F A5 ,7 E'+ER4. G AL- rDOAR..,. SURFACES SHALL HAVE ALL CRACKS. DEPRESSIONS AND - M \T?+ r'.LLED TAPED AND BEDD TO PROVIDE A SMOOTH OVERALL siarAce D. A. AL LEAF ROLLER APPLIED ORANGE PEEL TEXTURE 70 WALLS SC °E:.. -ED '.. RECEIVE TENNIRE PROVIDE A SAMPLE OF TyE TE XTRE TO CT AND cA POR APPROVAL PRIOR TO APPLICATION. NETALL . ^' ^ATIHTUG ON METAL STUD INORK A5 !.COMMEND, BY THE MANPACTLRER 3 437,_ WATER PROOFING COMPOUND OVER ALL GYPSUM SHEATHING JDN OD CERAN, FLOOR INSTAL,- AMERICA\ OLEAN A3. QUICKSILVER CERAMIC MOSAIC FLOOR TILE, ;: x2 -• NS,. W 'H AMERICAN OLEAN 'STERLING SILVER" ROUND TOP BASE. 6`96'. THAD, N 2 USE THINSET GER.,. TILE FOR ALL, INSTALATiON. 3 FLOOR FILE ,'HALL BE M.A. TILE ALL TILE SHALL BE INSTALLED WITH BASE TILE THAT PROPERLY BUTTS TO THE FLOOR TILE WITH INSIDE AND OUTSIDE GORNLR BASES AS REQUIRED, AND BULL,. FOR TOP TERM'.NATION TO FRP WALL PANEL WAINSCOT. 4 'NSTA; -L ALL GERAMIO TILE WITH AI,ESIVE AND MORTAR AS RECOMMENDED BY THE TILE MANUFAGNRER TOR THE CORRECT INSTALLATION CONDITIONS. 5. INSTALL FLOOR TILE AND BASE WITH CHARCOAL COLORED GROUT. AFTER GROUT HAS SET SEAL TILE :KITH CERAMIC TILE AND GROUT SEALER. 09500 CARPET I. CONTRACTOR SHALL ::STALL NEW CARPET PROVIDED AT RESL'GED PRICE TO CONTRACTOR. FROM CONTRACT SUPPLIER CARPET SHALL BE PROVIDED IN THREE TYPES: TYPE A - PRO AUDIO AND DJ. SALES ROOM FLOOR TYPE B - ALL OTHER FLOORS TYPE C - ALL WALL CARPET =NSTALLATON CONTRACTOR SHALL TAKE OPF REOU 12,D CARPET QUANTITIES. 5. DIRECT GLUE CARPET TO SMOOTH, LEVEL. CLEAN FLOOR. 4 REMOVE ALL EXISTING CARPET, GLEAN CONCRETE FLOOR OF ALL OLD ADHESIVE AND ANY DEBRIS BEFORE NISTALLING NEW CARPET. LEVEL EX STING FLOOR AS REG,IRED. FILLING ALL VOIDS AND ALL IRREGULARITIES WITH FLO..STONE OR 'SIMILAR F'.LLER COMPOUND. 6. USE ONLY ADHESIVES AS MAN-PACT -RED EY, OR AS RECOMMENDED BY THE MANUFACTURER OF THE CARPET FOR ANY INSTALLATION. PRA.. OWNER WITH COPY OF MANFAGTURERS TEN YEAR COMMERCIAL WEAR GUARANTEE. 0 4 650 VINYL SASE VINYL EASE SHAL L BE +" HEIGHT COVE EASE AS MANUFACTURED BY ROPPE, IN COLOR 'BLACK ", THICKNESS 060 GAUGE AT LOCATIONS AS DESIGNATED ON DRAWINGS AND N FINISH SCHEDULE. 2. USE MANUFACTURERS RECOMMENDED ADHESIVE FOR APPLICATION OF EASE. 09125 PEGBOARD DISPLAY WALL PANELS GONTRAGTOR SHALL INSTALL NEW PEGBOARD WALL PANELS, PROVIDED BY SUPPLIER AT REDUCED PRIGS TO CONTRACTOR, FROM CONTRACT SUPPLIER. 2 S :PPLP AND :NSTA'_L TEMPERED 'HARDBOARD PEGBOARD. TEMPERED BOTH SIDED 4'x6' 4x AND 4x!2' SIZE AS REQUIRE, PREPARED FOR PAINT FINISH. T+ H."'LES AT STANDARDS DISPLAY SPACING. 3. INSTALL PEGBOARD OVER E. RIGID INSULATION OWE: CORNING 105 ASJ WITH MILLED EDGE TRIM AND WITH 3/ -1/2" BATTENS AS SHOWN ON DRAWihGS PRE DRILL FOR GRABER 2 -238 SCREWS FOR ATTACHMENT OF PEGBOARD. ADJUST TORQUE OF SCREW: GUN: TO PLACE HEAD OF SCREWS FLUSH WITH THE PEGBOARD SURFACE, WITHOUT DEfYSlNG OR DIMPLING THE PEGBOARD. PLACE SCREWS IN BOARD. DO NOT SCREW THROUGH THE DISPLAY BRACKET HOLES. SCREW PEGBOARD TO MOUNTING SURFACE AT 6 INCHES ON CENTER 4 INSTALL PEGBOARD PLUMB, SQUARE AND LEVEL WITH ALL EDGES ALIGNING WITHIN 1/64 INCH. USE LASER LEVEL TO ALIGN PEGBOARD IN ALL DISPLAY ROOMS. 0 SLATWALL DISPLAY WALL PANELS 1 . CONTRACTOR SHALL INSTALL NEW SLATW'ALL WALL PANELS, PROVIDED BY SUPPLIER AT REDUCED PRICE TO CONTRACTOR. FROM CONTRACT SuPPL ER. 2. SUPPLY AND INSTALL MARLITE DISPLAYWALL TYPE 6000, 438 FT. PANELS, SLATS AT 3" ON CENTER IN THE 8' (LONG) DIRECTION, PA":T PRIMER FINISH, FOR FAUX PAINTING IN FIELD. THE SLATWALL PANELS INSTALLED SHALL HAVE FULL METAL SLAT LINERS, AS SPECIFIED. METAL INSERTS SHALL BE x9202 BRIGHT SILVER ANODIZED 4. SPREAD ADHESIVE OVER ENTIRE BAG, FAG! OF SLATWALL BEFORE INSTALLATION, AND INSTALL WITH TACKY ADHESIVE AGAINST GYPSUM BOARD FACE WHILE SCREW ATTACHING FORA SECURE INSTALLATION. SCREW INSTALL SLATWALL PANELS WITH SCREWS THROUGH THE PAINTED FACE, COUNTERSUNK, AND PUTTY FILLED, THROUGH GYPSUM BOARD FINISH AND INTO METAL SNDS- PLACE SCREWS AT 6" ON CENTER INTO METAL SUDS AT 16" ON CENTER FOR A SECURE INSTALLATION. 5. INSTALL SLAT WALL PLUMB, SQUARE AND LEVEL, WITH ALL SLATS ALIGNING WITHIN 1/64 INCH. USE LASER LEVEL TO ALIGN SLAT/NALL IN ALL DISPLAY ROOMS. 09715 SANITARY WALL (FRP) PANELS I. CONTRACTOR SHALL INSTALL NEW FRP WALL PANELS, PROVIDED BY SUPPLIER AT REDUCED PRICE TO CONTRACTOR, FROM CONTRACT SUPPLIER. 2. SUPPLY AND INSTALL MARLITE FRP WALL PANELS, P -145 SILVER GRAY COLOR, WITH ALL COLOR INTEGRATED TRIM MOLDINGS AND EDGES ON ALL PANELS, FULL HEIGHT IN TOILET ROOMS. 3. INSTAL FRP R M I RESISTANT GYP .M OVER O SH RES STUNT IC SUM BOARD, F M T P FROM F CERAMIC TI O O A T MEET I STRICTLY T Y ACCORDING 70 MA LEE SE O EE GE C I T IO S R G L FA R' P INSTRUCTIONS NU GLARE PRINTED R :TED G:pNS SUPPLIED WITH MATERIALS. 09840 SUSPENDED ACOUSTIC CEILING SYSTEM SUSPENDED ACOUSTIC CEILING TILES SHALL BE 2,2,5/5' NON- COMBUSTIBLE "AURATONE" OMNI FISSURED TILE BY USG. INTERIORS, INC., WITH GLADE) "A" FLAMESPREAD RATING. INSTALL BLACK COLOR TILE AND GRID IN D.J. DISPLAY ROOM, INSTALL WHITE COLOR TILE IN ALL OTHER LOCATIONS. 2 SUSPENDED CARRIER GRID SHALL BE BLACK FLUSH U.L. RATED AS MANUFACTURED BY NATIONAL ROLLING MILLS, CHICAGO METALLIC, OR EQUAL, SUITABLE TO RETAIN BOTH ESTHETIC AND U.L. FIRE RESISTANCE CHARACTERISTICS OF THE CEILING PANELS, OR EQUAL AS APPROVED BY OWNER OR ARCHITECT. 3. INSTALL CEILING >K'1:1 W!Trt 5 , 1 7 1,5 AND RIGID STRUTS, WITH DIAGONAL TENSION WI 'N ,, ,LL DIRECTIONS, AS REQUIRED BY SEISMIC DESIGN AND ACCORDING TO IaANaUFA.CNRERS RECOMMENDATIONS. 4. INSTALL CEILING GRID FLAT -AND LEVEL, WITH MINIMUM DEVIATION OF lib" ONCE, OVER TEN FT. IN ALL DIRECTIONS, USE LASER LEVEL FOR INSTALLATION OF ALL HORIZONTAL CEILINf, 5. INSTALL GRID TO EQUAL PANEL SIZES ON OPPOSITE SIDES OF ROOM, AND ACCORDING TO CEILING PLAN LOCATIONS. 6. GENERAL CONTRACTOR TO PROVIDE ONE EXTRA PACKAGE OF UNOPENED CEILING TILES TO BE STORED AS INDICATED BY OWNER, FOR OWNER'S FUTURE USE. 09900 PAINTING F.I T PAINT A INDICATED IN T IN - GOLORS ARE Inp G TED THE ROOM Sr SCHEME ON HE DRAWNGS, aft WILL BE SUPPLIED FOR THE RETAIL SH0:4ROOM ON A SEPARATE P' ANA SCHEDULE. 2 ALL GYPSUM BOARD SHALL BE SMOOTH FINISH, WITH MINIMAL GRANGE PEEL 3-APPLE.. TENN, . 3. PROVIDE ALL PAINT FOR THE ENTIRE £XTER!OR AN': INTERIOR G? THE PRO -EG.T 'T'ROMM T E APPROVED MANUFACTURERS, SERWIN WILLIAMS PAINTS AND PPG PAINTS. PAINT ALL HVAG SUPPLY AND RETURN DEVICES TO MATCH SJRRAR®ING WALLS OR CEILINGS, PAINT INTERIOR Or HVAG DUCTS VISIBLE FROM ROOK! TO MATCH SURROUNDING WALLS OR CEILINGS 5 PROVIDE ONE SAMPLE Or EACH COLOR ON 12112' HARDBOARD. rGR FINAL REV.H.w or PAINT COLOR BY OWNER AND ARCHITECT DO NOT PURCHASE rL VOLUE Or PANT FOR PROJECT LAML COLORS HAVE FINAL APPROVAL, 6 PRO'V1DE ON -SITE PAINTED TEST AREAS ON FINISH BUILDING FOR FINAL COLOR APPROVAL. T RE-51,3mIT EACH SAMPLE TO THE OWNER ANO ARCHITECT FOR APPROVAL UNTIL ACCEPTABLE COLOR AND QUALITY ARE ACHIEVED, 8 LABEL AND IDENTIFY EACH AS TO MATERIAL, COLOR, AND APPLICATION FOR JOB REFERFIVGE AND DUPLICATION, 9. DELIVER ALL PAINT MATERIALS TO SITE N NEW, UNOPENED MANUFACTURERS PACKAGING BEARING THE MANUFACTURERS NEW AND UNALTERED LABELS, INC.L'SJ NG SPECIFIED PAINT TYPE. COLOR, NAME, APPLICATION INSTRUCTIONS, STOCK NUMBER AND DATE OF MANUFACTURE. CONTENTS BY VOLUME, MAJOR PIGMENT AND VEHICLE OONSTENENTS, AND THINNING AND APPLICATION INSTRUCTIONS, IO. PROVIDE MANIFAGTRER5 QUALITY GRADE SPECIFIED FOR A-L PANT MATERIALS. 11. PROVIDE UNDERCOAT PAINT DUALITY GRADE SPECIFIED FOR ALL UNDERCOAT MATER,S AT ALL LOCATIONS. WHERE FINISH PAINT COAT IS A SEM, TRANSPARENT OR OPAQUE STAIN, BOTH UNDERCOAT AND BACK PRIME SHALL EACH CONSIST OF ONE GOAT OR A PRELIMINARY COAT OF THE SAME STAIN, 1 2. PROVIDE MINIMUM NUMBER OF PAINT COATS SPECIFIED IN THE PAINT FINISH SGHEDJt.E DO NOT THIN OR ADULTERATE PAINT BEYOND THE MANUFACTURERS RECOMMENDATION'S. 13. REMOVE ALL +TARDWA, ACCESSORIES, MACHINED SURFACES, PLATES, SWITCH COVERS, OUTLET COVERS, AND OTHER SIMILAR ITEMS THAT ARE NOT TO BE PAINT, I4 FOLLOWING PAINTING, REPLACE ALL OF ITEMS IN NO. 13. 15. SMOOTHLY SANDPAPER ALL FINISHED CABINETRY SURFACES BEFORE APPLOATON OF FINISH. ALL HA,WOOD SURFACES FOR NATURAL OR STAINED FINISH SHALL BE HAND SANDED WITH FINE SANDPAPER FOR SMOOTH, PURNITLRE-0UALITT" FINISH. 16. PAINT OR STAIN PUNISH BOTTOMS AND TOPS OF ALL DOORS BEFORE AND AFTER FITTING AND INSTALLATION:. PAINT INTERIOR OF ALL CUTOUTS AND HARDWARE RECESSES IN ALL DOORS. 11. APPLY PAINT WITH BRUSH, ROLLER, SPRAY, OR OTHER ACCEPTABLE PRACTICES, AS APR, ED BY ARCHITECT AND AS PER 'ME PANT MANUFACTURERS RECOMMEND-TONS. 16. THE NUMBER OF PAINT COATS IS BASED ON THE APPLIED BRUSH COAT THICKNESS. THIS MINIMUM PAINT FILM THICKNESS IS REQUIRED REGARDLESS OF THE APPLICATION METHOD USED, 19, WHEN UNDERCOATS, STAINS, SUBSTRATES, OR OTHER CONDITIONS SHOW THROUGH'" THE FINAL GOAT OF PAINT, APPLY ADDITIONAL FULL GOATS OF PAINT UNTIL THE PAINT FINISH FILM IS OF UNIFORM COLOR, FINISH ATV APPEARANCE_ 20. GIVE SWyIAL ATTENTION TO INSURE THAT ALL SURFACES, INCLUDING EDGES, CORNERS, CRE V'GES, WELDS AND EXPOSED FASTENERS RECEIVE A FILM THICKNESS EQUIVALENT TO THAT ON FLAT SURFACE. 21. PAIN ALL a/RFFAGES BEHIND MOVABLE EQUIPMENT, BACK SIDE OF ALL ACCESS PANELS, REMOVABLE OR HINGED COVERS TO MATCH THE EXPOSED SURFACES. 22. APPLY EACH PAINT FINISH AT A GREATER THICKNESS THAN THE MANUFACTURERS RECOMMENDED SPREADING RATE, TO PROVIDE TOTAL DRY FILM THICKNESS AND COMPLETE COVERAGE WITH EACH GOAT OF PAINT 23. PROVIDE A SATIN PAINT FINISH FOR ALL FINAL PAINT GOATS UNLESS OTHERWISE SPECIFIED N SCHEDULES OR ON DRAWINGS. 24 ALL PAINT WORK IN TOILET ROOMS SHALL BE WITH ALKYD OIL BASE ENAMEL_ 25 ,?RUSH APPLY ALL °'-IMER OR FIRST NATURAL FINISH COATS. 26. LOU S SPOTTING, HOLIDAYS LAPS, BSH MARKS RS PSS AND ANY OTHER PAINT SURFACE IMPERFECTION S WILL NOT BE ACC INE NEATLY DRAW ALL GLASS AND COLOR BREAK LINES. 26. SPRAY APPLICATION SHALL BE LIMITED TO INTERIOR WALL FINISHES FOR SECOND GOATS OR FOR REPAINT GOATS. 29. ROLLER APPLICATION SHALL BE LIMITED TO INTERIOR WALL FINISHES FOR SECOND COATS OR FOR REPAINT GOATS. 30. EACH ROLLER GOAT SHALL BE APPLIED TO PROVIDE THE EQUIVALENT HONG - OF PREVIOUS BRUSH - APPLIED COATS. 31. REMOVE, REFINE., OR REPAINT WORK NOT IN COMPLIANCE WITH THE SPECIFIED REQUIREMENTS, OR DEEMED INFERIOR BY THE ARCHITECT. PAINTING SCHEDULE: PROVIDE AND INSTALL ALL PAINTS FOR THE ENTIRE PROJECT FROM THE APPROVED MANUPACNRER'S, PPG PAINTS, ICI PAINTS, GLIDDEN PAINTS AND SHERWIN WILLIAMS PAINTS, AS SCHEDULED BELOW: EXTERIOR PAINT FINISH SYSTEMS: IRON AND STEEL, NEW FINISHES - FABRICATED STEEL SURFACES SHALL BE GIVEN THREE GOATS OF PAINT CONSISTING OF THE FOLLOWING, WITH SSPG -SP I. 2 a 3 SURFACE PREPARATION: I GOAT PPG SPEEOHIDE INHIBITIVE RED PRIMER 6 -208 3.6 MIL. WET, 19 MIL. DRY PER GOAT (OIL) 2 GOATS PPG SPEEDHIDE 50 -52 LO- LUSTRE HOUSE PAINT, 45 MIL. WET, 2.3 MIL. DRY PER GOAT (OIL) IRON AND STEEL NEW FINISHES - FABRICATED STEEL SHOP PRIMED SURFACES SHALL BE GIVEN TWO GOATS OF PAINT CONSISTING OF THE FOLLOWING, WITH SSPG-SP I SURFACE PREPARATION: 2 GOATS PPG SPEEDHIDE 50 -52 LO- LUSTRE HOUSE PAINT, 4.5 MIL. WET, 23 MIL, DRY PER GOAT (OIL) GALVANIZED "PAINT GRIP" IRON SURFACES SHALL BE GIVEN THREE GOATS OF PAINT, CONSISTING OF THE FOLLOWING, WITH SSPGSP I a 2 SURFACE PREPARATION: I COAT PPG SPEEDHIDE WATER BASE INHIBITIVE METAL PRIMER 64112 4.8 MIL. WET, 2 MIL. DRY PER GOAT 2 GOATS PPG SUNPROOF EXTERIOR LATEX FLAT HOUSE PAINT 72 -45 4.0 MIL. WET, 1,5 MIL. DRY PER GOAT NEW CEMENT STUCCO SHALL BE GIVEN THREE GOATS OF PAINT CONSISTING OF THE FOLLOWING AND ALLOWING NEW PLASTER WORK TO PROPERLY AGE: I GOAT PPG SPEEDHIDE ALKALI RESISTANT PRIMER 6 -603 4.0 MI L WE T 1.5 MIL. DRY PER GOAT 2 GOATS PPG SUNPROOF ALKYD MODIFIED LATEX 72 -45 4.0 MIL. WET, 1.5 MIL. DRY PER GOAT TRAFFIC STRIPES AND HANDICAP SYMBOLS, AS REQUIRED, SHALL BE GIVEN ONE COAT OF PAINT CONSISTING OF THE FOLLOWING AFTER BROOM GLEANING OF ALL PAVING TO RECEIVE TRAFFIC MARKING: I GOAT GLIDDEN PRO -MAR TRAFFIC MARKING PAINT 4,0 MIL, WET, 2.0 MIL, DRY PER GOAT INTERIOR PAINT FINISH SYSTEMS: ALL INTERIOR PAINT FINISHES SHALL BE EGG -SHELL TEXTURE FINISHES. IRON AND STEEL, UNPRIMED, NEW FINISHES: INTERIOR FABRICATED IRON AND STEEL SURFACES SHALL BE GIVEN THREE GOATS OF PAINT CONSISTING OF THE FOLLOWING, WITH SSPG -SP 1 a 2 SURFACE PREPARATION: (OAT PPG SSE,. RED INHIBITIVE PRIMER 6 -208 3.6 MIL, WET, I.1 MIL. DRY PER GOAT ;OIL) 2 GOATS PPG SATINHIDE LO- LUSTRE ALKYD 20 -LINE 4.0 MIL, WET, 1.8 MIL. DRY PER GOAT (OIL) IRON AND STEEL, FACTORY PRIMED OR PAINTED: INTERIOR IRON AND STEEL SURFACES HAVING PRIMED OR PAINT FINISH SHALL BE GIVEN TWO COATS OF PAINT CONSISTING OF THE FOLLOWING, WITH SSPG -SP 1 SURFACE PREPARATION: • GOATS PPG SATIN+IDE LO- LUSTRE ALKYD 20 -LINE 4 MIL WE °. I,6 MIL DRY PER GOAT (OIL) GYPSUM WALLBOARD - INTERIOR GYPSUM A HA NEN YPSU WALLBOARD HE SHALL BE .. ONE -.O AT SUF PRIMER AND TAO .ATE GF PAINT CONSISTING OF THE Fd LOiVING. WITH GL- SURFACE PREPARATION: 1 GOAT PPG SPEEDH:DE ALKALI RESISTANT PRIMER 6 -3 4b MIL. WET, 15 MIL. DRY PER GOAT (OIL) 2 GOATS PPG SPEEDHOE EGGSHELL LATEX WALL PAINT 6 -411 SERIES 46 MIL. VET, 15 MIL, DRY PER GOAT (WATER) METAL TRIM AND METAL DOORS - INTERIOR SHOP PRIMED OR EXISTING METAL DOORS. FRAMES, AND TRIM SHALL BE GIVEN TWO COATS OF PAINT CONSISTING OF THE FOLLOWING, WITH SSPG -9. I a 2 SURFACE PREPARATION: 2 COATS PPG SAT'NH:DE LO- LUSTRE ALKYD ENAMEL, 20 -LINE 40 MIL WET, 18 OIL DRY PER GOAT (OIL) PAINTED INTERIOR 0000 DOORS AND TRIMWORK - INTERIOR WOOD PAINTED DOORS, FRAMES, TRIM, AND MISCELLANEOUS PAINTED WOOD TRIM WORK SHALL BE GIVEN THREE OOATG Or PAN, IN THICKNESS REQUIRED, CONSISTING Or THE FOLLOWING GOAT PPG 95:PROOF OIL TYPE PRIMER I -10 4.0 MIL. WET, 20 MIL. DRY PER GOAT (DO NOT THIN) (OIL) 2 GOATS PPG SPEED,. LO- LUSTRE TRIM PAINT 50 -52 45 NFL. WET, 23 MIL. DRY PER GOAT (OIL) NATURAL FINISH WOOD CEDAR INTERIOR WALL PANEL, BASE, COLUMNS TRIM. SEATING, DISPLAY AND OTHER WORK: 2 COATS THOMPSON'S WATER SEAL COLOR SCHEDULE. VERIFY ALL COLOR SELECTIONS N THE FIELD WITH THE ARCHITEC, EXTERIOR COLORS: METAL HANDRAILS, GUARDRAILS, BOLLARDS, AND ALL OTHER EXPOSED METAL: HAZARD ORANGE EXTERIOR DOORS, WINDOWS, FRAMES AND TRIM: WHITE EXTERIOR STOREFRONT FACADE: COLORS NOTED ON DRAWINGS ,1iTERIOR COLORS: ALL NATURAL FINISH WOOD: NATURAL FINISH, WITH TWO GOATS THOMPSON'S WATER SEAL. WATER BASE PLASTER AND GYPSUM BOARD: OFFICES, CORRIDORS AND UTILITY AREAS WITH PAINTED WALLS AND CEILINGS, WOOL DOORS, FRAMES AND TRIM, AND ALL OTHER PAINTED WOOD ITEMS: "CHROME GRAY', NO. 2151 INTERIOR WALLS AND CEILING OF WORK SPACE /WAREHOUSE x26 AND 28, AND ELECT. PANELS x21 SHALL BE PAINTED: WHITE SALES AND SHOWROOM INTERIORS SHALL BE PANTED: COLORS AND FAUX FINISHES AS NOTED ON SEPARATE INTERIOR COLORS SHEET SUPPLIED BY THE GUITAR CENTER. DIVISION 10 - MISCELLANEOUS SPECIALTIES 10260 CORNER GUARDS I. SUPPLY AND INSTALL CLEAR PLASTIC CORNER GUARDS FOUR FEET HEIGHT, ON ,ALL OUTSIDE CORNERS THROUGHOUT THE INTERIOR, 2. CORNER GUARDS SHALL BE I -I/4" x I -1/4" x 48" DIMENSION. 3- SECURE CORNER GUARDS IN PLACE WITH BRASS SCREWS AT APPROX. 6" ON CENTER BOTH FACES. 10800 TOILET ACCESSORIES J. TOILET ACCESSORIES SHALL BE AS SCHEDULED ON THE DRAWINGS. 2- INSTALL ALL TOILET ACCESSORIES AT HEIGHTS SHOWN ON DRAWINGS. 3. ACCESSORIES SHALL BE FURNISHED AS MANUFACTURED BY BOBRIGK OR WORLD, CR AS APPROVED , ARCHITECT AND OWNER. 4. ACCESSORIES AND GRAB BARS SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR TO FURNISH A BARRIER FREE TOILET INTERIOR AS REQUIRED BY ALL LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS, 10426 SIGNAGE AND GRAPHICS I- SUPPLY AND INSTALL PERMANENT PLASTIC LETTER AND NUMBER SIGNS FOR ALL ROOM NUMBERS, AND FOR ROOM NAMES AS LISTED BELOW: MEN WOMEN 2. SIGNS SHALL HAVE A.D.A. COMPLIANT GRADE II BRAILLE D075 AND SHALL HAVE A.D.A. COMPLIANT COLOR CONTRAST BETWEEN LETTERS NUMBERS AND BACKGROUND. WHITE ON BLACK HELVETICA LETTERING IS PRE. ERRED. GOP, SHALL BE I -1/4" HEIGHT- FINISH SHALL BE EGGSHELL OR MATTE. 3. TOILET ROOM SIGNS SHALL HAVE HANDICAP SYMBOL A5 WELL AS SEX SYMBOL ON THE SIGN, AND SHALL BE SUITABLE FOR INSTALLATION ACCORDING TO ALL LOCAL. STATE AND FEDERAL A.D.A. RULES AND PROCEDURES. 4. ALL SIGNS SHALL BE INSTALLED IN A PERMANENT MANNER, NOT REMOVABLE WITHOUT" SPECIAL TOOLS, AND NOT SUBJECT TO BEING PRIED OR WEDGED OFF THE SURFACE TO WHICH THEY ARE MOUNTED- 5. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FLOOR TO THE CENTER OF THE SIGN, ON WALL AT THE LATCH SIDE OF THE DOOR JAMB, WITH THE EDGE OF THE SIGN WITHIN 2" OF THE DOOR FRAME TRIM. ADDITIONAL SIGNS SHALL BE REPLACED AS REQUIRED BY ANY ADDITIONAL LOCAL OR STATE CLOES, 50 AS TO MEET ALL REQUIREMENTS. 6. PROVIDE AND INSTALL BUILDING ADDRESS NUMBERS AS REQUIRED BY THE CITY ANJ BY THE UNITED STATES .POSTAL SERVICE. LETTERS SHALL MEET HEIGHT REQUIREMENTS, AND SHALL BE MOUNTED AS SHOWN ON THE DRAWINGS. 10520 FIRE EXTINGUISHERS I. PROVIDE A MINIMUM OF TEN EACH 10 LB. AB.G. TYPE PORTABLE FIRE EXTINGUISHERS, EXACT QUANTITY AS DETERMINED BY THE FIRE MARSHALL IN THE FIELD. FIRE EXTINGUISHERS TO BE FURNISHED WITH MOUNTING BRACKETS. THE EXACT LOCATION OF THESE DEVICES HILL BE DETERMINED BY THE FIRE MARSHALL AT THE TIME OF THE FINAL INSPECTION FOR CERTIFICATE OF . OCCUPANCY. CONTRACTOR SHALL INSTALL FIRE EXTINGUISHERS AS DIRECTED BY THE FIRE MARSHALL AND AS COORDINATED WITH THE TENANT PROJECT MANAGER. DIVISION 11 - EQUIPMENT - THIS DIVISION NOT USED DIVISION 12 - FURNISHINGS - 0010 DIVISION NOT USED DIVISION 13 - SPECIAL CONSTRUCTION - THIS DIVISION NOT USED DIVISION 14- CONVEYING SYSTEMS - THIS DIVISION NOT useD DIVISION 15 - MECHANICAL - SEEM AND P SHEETS 15330 AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM DESIGN AND INSTALLATION OF MODIFICATIONS AND ADAPTATIONS TO EXISTING COMPLETE AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM TO PROVIDE COVERAGE THROUGHOUT ENTIRE TENANT LEASED BUILDING AREA. SYSTEM SHALL DESIGNED AND T ED IN ACCORDANCE WITH OCCUPANCY 2.5 BED NS ALL GE O R F AN NPA FI PROTECTION W D-IE REQUIREMENTS S AN D TE I ..ODE COUNTY OF ORANGE THE OWNER'S INSURANCE UNDERWRITER THE CALIFORNIA STATE Bq ARE) OF INSURANCE UNDERWRITERS, AND ALL APPLICABLE LOCAL, STATE, Al. FEDERAL CODES AND ORDINANCES. 3. SYSTEM SHALL INTERFACE WITH BUILDING FIRE ALARM AND SMOKE ALARM SYSTEMS. 4. PROVIDE FT, DEPARTMENT CONNECTION. 5. PROVIDE DETAILED SHOP DRAWINGS OF THE AUTOMATIC SPRINKLER SYSTEMS IN ACCORDANCE WITH FIRE PROTECTION GODS FOR REVIEW BY ARCHITECT. 6. PROVIDE HYDRAULIC CALCULATIONS OF THE AUTOMATIC SPRINKLER SYSTEMS IN ALURD ONCE WITH BOCA FIRE PROTECTION CODE. HYDRAULIC CALCULATIONS SHALL NOT EXCEED 90 PERCENT OF THE AVAILABLE PRESSURE. 1. ALL EQUIPMENT AND COMPONENTS SHALL BEAR UL OR FM LABEL OR MARKING. ALL PIPE AND CONNECTIONS SHALL MEET UL, FM, AND ALL LOCAL CRITERIA AND APPROVAL. ALL PIPE SHALL BE TAPERED THREAD JOINT CONNECTIONS. b. CONTRACTOR SHALL SPECIALIZE IN SPRINKLER SYSTEM DESIGN AND INSTALLATION, AND SHALL BE A LICENSED FIRE PROTECTION CONTRACTOR BY THE STATE BOARD OF INSURANCE UNDERWRITERS MEETING MINIMUM YEARS EXPERIENCE REQUIREMENTS 9, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS. PRODUCT DATA AND HYDRAULIC, CALCULATIONS TO LOCAL FIRE MARSHALL, OWNER'S INSURANCE UNDERWRITER, AND TO STATE BOARD OF INSURANCE UNDERWRITERS FOR APPROVAL. O. A=TER A RDVAL FROM LOCAL FIRE MARSHALL, OWNER, INSURANCE UNDERWRITER AND STATE BOARD OF 151DERWRI,CRS, CONTRACTOR SHALL .,IBM" SHOP DRAWINGS PRODUCT DATA AND HYDRAULIC CALCULATIONS TO THE / /WITH TIFI A F PP M PRIOR A I N ARCHITECT . WI GER G 'ES O APPROVAL FROM ALL R OR SLB 55 0 5) FOR REVIEW II. SHOP DRAWINGS SHALL INDICATE ALL HYDRAULIC CALCULATIONS, DE - AILED PIPE LAY. , HANGERS AND SUPPORTS COMPONENTS AND ACGESSORIES- '2 SUBMIT TEST CERTIFICATE OF APPROVAL FOR EQUIPMENT AND SYSTEM OFERATON. :3 SUBMIT MANUFACTURERS OPERATION AND MAINTENANCE DATA UNDER PROVISIONS OF DIVISION I. INCLUDE WRITTEN MAINTENANCE DATA ON COMPONENTS OF HE SYSTEM, SERVICING REQUIREMENTS, AND RECORD DRAWINGS OF THE COMPLETED INSTALLATION. 14. PROVIDE EXTRA SPRINKLER HEADS OP EACH TYPE USED UNDER PROVISIONS OF FIRE GODS. PROVIDE SUITABLE WRENCHES FOR EACH HEAD TYPE. PROVIDE METAL STORAGE SPRINKLER HEAD AND WRENCH CABINET IN DESIGNATED LOGAT'ON. b. PROVIDE AND INSTALL FIRE PROTECTION PIPING, SUPPORTS AND ANCHORS, METERS AND GAUGES, WITH MECHANICAL IDENTIFICATION, AS REQUIRED BY FIRE GOD= AND BY LOCAL FIRE MARSHALL AND BY STATE BOARD OF INSURANCE STANDARDS. 16- BUILDING SERVICE PIPING SHALL RUN UNDER BUILDING GRADE BEAMS AND FOUNDATION. IT. INSTALL ALARM CHECK - VALVE, AUTOMATIC FLOW DETECTOR WITH FLOW SWITCH, RELATED CHAMBER AND WATER MOTOR ALARM GONG. :B- FIRE DEPARTMENT CONNECTION IF REQUIRED, SHALL BE GAST BRASS BODY, ROUGH CHROME FLAT'" BRASS FINISH, TWO WAY SIDEWALK TYPE 2-I/2"x2 -1 /2"x4' OR 6" KIN POLISHED CHROME PLATED - BRASS SWIVELS. PROVIDE WIT CHROME PLATED BRASS PLUGS, CHAINS, lb' SLEEVE AND ROUND PLATE AUTO- SPKR ". THREADING ON INLETS OF FIRE DEPARTMENT CONNECTIONS SHALL BE COMPATIBLE WITH CITY FIRE DEPARTMENT SYSTEM. I? SPRINKLER HEADS: SEMI - RECESSED "STANDARD" PENDANT TYPE WITH CHROME PLATED FINISH AND MATCHING ESCUTCHEON. SIDEWALK TYPE HEADS WITH CHROME PLATED FINISH AND MATCHING ESCUTCHEON EXPOSED AREA STANDARD PEDANT MOUNTED TYPE. FUSIBLE LINK TEMPERATURE RATED FOR SPECIFIC. HAZARD. GUARDS FINISH TO MATCH SPRINKLER HEAD. 20. ELECTRICAL SWITCHES: VANE TYPE ALARM SWITCH, 24 VDC, ADJUSTABLE RETARD. SUPERVISORY SWITCH INCLUDING OSaY GATE VALVE TYPE, 24 VDC, WITH PRESSURE SWITCH, 24 VDG. 21. LOCATE FIRE DEPARTMENT CONNECTION IN ACCORDANCE WITH CITY OF LAKE FOREST CRITERIA AND REGULATIONS, WITH SUFFICIENT CLEARANCE FROM WALLS. OBSTRUCTIONS, OR OTHER IMPEDIMENTS TO ALLOW FULL SWING OF FIRE DEPARTMENT WRENCH HANDLES. 22. LOCATE EXTERIOR ALARM GONG ON OUTSIDE BUILDING WALL NEXT TO RISER. 23. PLACE PIPE RUNS TO MINIMIZE OBSTRUCTION TO OTHER WORK. 24. PLACE PIPE RUNS IN CONGEALED SPACES ABOVE SUSPENDED FINISH CEILINGS. 25. COORDINATE PIPE AND SPRINKLER HEAD LOCATIONS WITH ALL OTHER UTILITIES AND WITH ARCHITECT_ 26. APPLY STRIPPABLE TAPE OR PAPER COVER TO ENSURE SPRINKLER HEADS DO NOT RECEIVE FIELD PAINT FINISH. 21. PROVIDE EXCAVATION, BEDDING AND BAGKFILLING AND COMPACTION IN ACCORDANCE WITH LOCAL REGULATIONS AND SUITABLE FOR PROPER BED BENEATH REPLACEMENT PAVING ON SITE AND IN ALLEY. 28- PROVIDE 1/2" BALL DRIP AT ALL OF SIDEWALK FIRE DEPARTMENT CONNECTION- PROVIDE ONE CUBIC FOOT OF 3/4" WASHED ROCK AROUND BALL DRIP. 29. PROVIDE 24" x 24" THICK CONCRETE COLLAR AROUND BASE OF SIDEWALK FIRE DEPARTMENT CONNECTION. DO NOT PLACE FIRE DEPARTMENT CONNECTION ON OR THROUGH BUILDING WALL. 30. SYSTEM TEST: A. TEST WET PIPE SYSTEM, ALARM SWITCHES, SUPERVISORY SWITCHES, WATER MOTOR GONG, AND INTERFACING WITH BUILDING FIRE AND SMOKE ALARM TO ENSURE PROPER OPERATION. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY FIRE MARSHALL, FACTORY MUTUAL, AND BOLA FIRE PROTECTION GODS B. ALL TESTS SHALL BE WITNESSED AND APPROVED BY THE LOCAL FIRE MARSHALL. C AFTER COMPLETION AND APPROVAL OF TESTING, SUBMIT "TEST CERTIFICATE OF ' FOR IN, PIPE SYSTEM, ALARM SWITCHES, S_PERVISORY SWITCHES, AND WATER MOTOR GONGS STATING THAT ALL TEST RESULTS ARE SATISFACTORY- CERTIFICATE OF APPROVAL MUST BE SIGNED BY CONTRACTOR, LOCAL FIRE MARSHALL, AND THE OWNER'S INSURANCE UNDERWRITER 31. DEMONSTRATION OF SYSTEM AND EQUIPMENT: A. PRIOR TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A MINIMUM OF FOUR HOURS (OR AS LONG AS REQUIRED BY OWNER) TO DEMONSTRATE TO THE OWNER THE PROPER OPERATION OF THE WET PIPE AUTOMATIC. SPRINKLER SYSTEM INCLUDING ASSOCIATED ACCESSORIES AND CONTROLS. B. AFTER COMPLETION AND APPROVAL OF DEMONSTRATIONS, SUBMIT "DEMONSTRATION CERTIFICATES OF COMPLETION" FOR NET PIPE AUTOMATIC SPRINKLER SYSTEMS, INCLUDING ALL ASSOCIATED ACCESSORIES AND CONTROLS STATING THAT THE DEMONSTRATIONS OF THE SYSTEMS 15 SATISFACTORY. GERTFICATES MUST BE SIGNED BY THE MANUFAGNRERE REPRESENTATIVE, CONTRACTOR AND OWNER. DIVISION 16 - ELECTRICAL - SEE E SHEETS qq pacEi ( 3e S Q I BLAKE SHELTERS 1 REVISION OWNER'S REVIEW/ BLDG. DEPT. SUBMITTAL A California Corporation 4764 Park Grenada, Suite101 Calabasas, Califomia 91302 Tel: 818 -222 -2288 Fax: 818- 222 -2344 GUITAR AR CENTER I - E - LI KVVILA, W. A8 SPECIFICATIONS 2