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Home My WebLink AboutPermit D2000-085 - BON MARCHE - HOME CENTERBON MARCHE HOME CENTER D2000 -085 Permit Description: TENANT IMPROVEMENT: REWORK EXISTING SPACE ****k ***•k k*k* kk•kk *****k *k k* k•k** k kk k k k**k k k k k kk kk k* k k** Construction Valuation: $ 677,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No: Size(in): .00 .Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Cut: Fill: Landscape Irrigation: Moving Oversized Load: Start Time• :: End Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: •Storm Drainage: Street Use: Water Main Extension: Private: Public: *** * **** *k *kk•k•k• **** k******* ** * ** *k* *•k*** *•k******** *k ***k * * *•k•kk*** **** ********** * ** TOTAL DEVELOPMENT PERMIT FEES: $ 6,727.43 I * ** *******•k•k*** *k**** •kkk** ** * *** ** *** * * **k****** *** **** *** * *** •kkk *•k****k•k*** *kkk *** � 1 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 352304 -9005 Permit No: D2000 -085 Address: 17750 SOUTHCENTER PY Status: ISSUED Suite No: Issued: 04/17/2000 Location: Expires: 10/14/2000 Category: ARET Type: DEVPERM Zoning: Const Type: Occupancy: STORE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERS Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Scopes: N Streams: Contractor License No: OCCUPANT BON MARCHE HOME CENTER Phone: 17750 SOUTHCENTER PATKWAY, TUKWILA WA 98188 OWNER MBK NORTHWEST Phone: 206 575 -8090 C/O TRAMMEL CROW COMPANY, 17560 SOUTHCENTER PY, TUKWILA WA 98188 CONTACT ROBERT EBERT Phone: 206 -506 -7146 3rd & PINE, SEATTLE WA 98181 • k• kk• k*****************: k***** k* k** k****kk* k****k kk•kkk k*** ***k****•k•k****k*k************ Permit Center Authorized Signature: I hereby certify that I have read and examined`t'his permit and know the sane 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 an,/•ther state or local laws regulating construction I am authorized to sign for and obtain this or the perfor Signature: Print Name: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. DEVELOPMENT PERMIT Date: 7/ Public: (206) 431 -3670 Date:` 11-00 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. z �. z w 6 UO co 0 w= t•- V) u. wO J LL j. W = w z � I— O z r E, off w H1- u" O. ul Z Uu) O~ z Address: 17750 SOUTHCENTER PY Suite: Tenant: Type: OEVPERM Parcel #: 352304• -9005 CITY OF TUI.WILA Permit No: D2000 -085 Status: ISSUED Applied: 03 /17/2000 Issued: 04/17/2000 )l kk• k*** k**• k*****:***** k• k***• k*• k*• k• kk**• k• k• k*• k• k• k• k* x* A**• k• k• k*• k•kst*•kk *•k *•k•kk•k•k•k•k *kk'k Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be available at the Job site,, prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. :. :Eiectricai• permits' shall be obtained through the Washington State Division.of:Labor and Industries and all electrical work wiil by that agency (248 - 6630). • 4 . PlumbingYperniits shall be obtained through the Seattle -King County, Department of Public Health'. Plumbing will be inspected >' by that agency, including all gas piping (295 4722); 5. All: mechanical wort: shall be under separate permit issued by Tukwi l,a . . 6. Allconstruct.ion to done in conformance with approved plan's and requirements of the'Uniform:Bui1ding Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), 'arid' Was.hington 'state Energy Code' (1997 Edition) . 7. Va;li d i ty of Perini t . . The issuance of a permit or approval: of plans, specifications, and computations shall not be con .strued to be'a permit for, or an approval of, any violation ofany of...the..provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this codeshallbe valid. (. When :special inspection is required either the owner, architect or engineer shall notify the Tukwi la Building 'Division':of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in:,a manner. Reports shall contain address, :project name,:p.er.mit number and.type of inspection being performed. 9. The special inspector shall submit a final signed report stating whether the work•requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10. Any new ceiling grid and light - Fixture installation is required to meet lateral bracing r- equirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in lu1ngth. 12. Any exposed insulations backing Material shall have a Flame Spread Rating of 25 or less, •and material shall bear identi- fication showing the fire performance rating thereof. z w QQ 2 J U U 0 0 W = J ~ U)w wo El El i .. w z = r- H o w ~ • 0 o F- LU u w FE; ui U= O~ z r 13. All structural welp-ng shell be done by W.A.B. ^ certified welders and speciinspected CUBC - Sec. 3O6( ,5) . 14. Bolts installed in concrete shall be special inspected CUBC Sec. 1701.5.2). ..._._,., z = om . ~ w 6 U 00 co CO W J WO QQ � d . W H Z � H0 Z !- W U O - � W W u. O .. z w 17- 1' Z Project Name/Tenant: 77 / c .</ / / //J,' c/% Value of Construction: (.3 77 cinQ Site Address: - v City State /Zip: j 777 . �7/�C Te,c , ,2,�u /II 7,ea'i A Y f-/f -i Tax Parcel Number,/ 3 �2 ` e 9 D. 5 Property Owner: Phone: Street Address: City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Gf% /cz; .4-7 AGX Phone: Street Address: City State /Zip: / /de' J-S 4 ac F f .ceOrrce • .9 Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: /OBE?-7 6:96 47' Phone: 02067 5.0G -7/ -IC Fax #: .247/ - 5"m 6 - 774'0 Street Address: City State /Zip: .�, eO P /A / .4" - 47: 'l.6 `7 :.Iirf/ 7 . Go0/2. Description of work to be done: N �7/e .1 5 _ � 8ps - //./lam .5A<C /A17 J Existing use: a Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse 71 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: fa Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 54 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes a no Existing fire protection features: ,sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: acbo existing Area of Construction: (sq. ft.) 7, Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes el., no X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUP WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: 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.REQUESTFOR PUBLIC WORKS SITE/ CIVILPLAN •THE:FOLLOWIN :(A"dditlonal :reviews may ■etermined-by the.Pubtic Works Department) CTPERMIT.DOC 1/29/97 ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill ❑ Sanitary Side Sewer it: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Street Use Size(s): Size(s): Size(s): ❑ Water Main Extension ❑ Flood Control Zone cubic yds. ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Deduct 0 Water Only Est. quantity: ❑ Miscellaneous ❑ Hauling gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date a ation : -� 11 ted- 2.000 Date lication Tres: (WI 4111° 20 Applic ion taken by rt :als) PLEASE SIGN BACK OF APPLICATION FORM Z ~ w J 0 0 w t-- w O LQ O F- W Z ZI- LU U • � O s O 1- uJw L lit z U( P _ 0 z 0l i r aia r. vim aj %la gal row IFS BUILDING OWNS ■ ', • ' GENT: - Signature: D Date: 3 7 7 Print name: f ` .:Y, l f ?ho F Fax # • 0 Address 3 ¢ANC f C C C , f - C City/State/Zip ALL COMMERCIAUMULTI -F r LY TENANT IMPROVEMENT /AL - ATION PERMIT APPLICATIONS Mi BE SUBMITTED WITH THE FOL • WING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form 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) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of < those, identify by size and species which are to be removed and saved H z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change ce of use only) 6 11. Location and gross floor area of existing structure with dimensions and setback 0 0 12. Lowest finished floor elevation (if in flood control zone) CO i W 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- w 9). co w ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled w ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of I any hazardous materials; dimensions of proposed tenant space. Cy ❑ ❑ Vicinity Map showing location of site Z = ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of w rack. Structural calculations are required for rack storage eight feet and over. D p ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished U o ❑ ❑ Construction details w w I— _ ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of i- p water supply to sprinkler vault with documentation from contractor stating supply line will meet or iii Z exceed sprinkler system design criteria as identified by the Fire Department. U O El El ~ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. Z ❑ ❑ 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 TH» 1 I HAV EAD AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJUR}5Y THMAJY,S OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 '• +��,'' **4***^*«*+++*+4*+i.k 4I7Y or TUKN%LA, HA 0— \rJ�� -- ' .+ -''--` ~'' |�ANSMIT N � ****++ ___�_� ^^^**^ k*+A*+a*u , ��°�°�� 4 *+**A*��r*A**+*+A**++++A*�^++**a !�H�SMIT Number': R9800389 Amount: 47.00 11/13/00 14x23 Payment Method: CHECK Notation: GARY A NILS[N Init: TLU ~--'~-'-~-'---^--+-'----'-'--_-'-...-'-_.— -------'- -.'-.—.-_ Permit No: D2.000-085 Type; 0EVPEKM DEVELOPMENT PERMIT Parcel No: 352304-9005 Site'Addpess: 17250 OOUTHCENTER PY Total Fees: 6,774.43 This Payment 47.00 Total ALL Pmts: 677443 Balance: oo ++4++4* ��-- ... +* Account Code Description Amount • 000/322.800 BUI(DING INVESTIGATION 47.00 � • < {�� -'— �` • OO ��'. • `'r ' ��`'�' � ' ,, ~ Z • W re 1 . _..0 00 coo CO UJ J I- C0 W w0 Permit No: D2000 -085 Type: DEVPERM DEVELOPMENT PERMIT u_ Parcel No: 352304 -9005 Da Site Address: 17750 SOUTHCENTER PY • _ Total Fees: 6,727.43 ?F- This 'Payment 6,727.43 Total ALL Pmts: 6,727.43 1--0 Balance: .00 w w ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2 D Dp Account Code Description Amount o c 000/322.100 BUILDING - NONRES 4,074.50 CIF- 000/345.830 PLAN CHECK - NONRE5 2,648.43 111 w 000 /386.904 STATE BUILDING SURCHARGE 4.50 2 . u. 0 { Lil :z 0 0 H Z ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA -b 2QQ Q - �) qS TRANSMIT * * * * * * ** * * * * * * * * * * * * * * * * ** * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800252 Amount: 6,727.43 03/17/00 13:51 Payment Method: CHECK Notation: BON MARCHE Init: WER 2.649 03/20 9717 TOTAL 6727.43 COMME NTS: Type of Ins ection: �, r ! Address: `` '' ff __ 17, 50 Sod Ttn ' u ly LOG so\ A (v. tA r . l — c6v14 I ( � TP .1 S G\ Ct I v\ (2,4'4 ran . v- -ICJ_ . I v `vy . e cv ( )t_).€ c( t h - 1 l l e t y dt 4 I ✓1(i V .)1 p c—r- . rD .p+C 0 Project: Bal 1 ► o/r-C II o r( 1 Type of Ins ection: �, r ! Address: `` '' ff __ 17, 50 Sod Ttn ' u Date called:: (Z' -00 Special instructions: "*s..er Perm if tn is • back ream oy LU0.I t - D.tewante a,m... Z - 6 - 00 v, . Requester: - •. Phone: (US)74(4 •a Z"7 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 J Approved per applicable codes. El Correctiops required prior to approval. Inspectdr:'21 - 9 / Date: Ix ... ` 8 ^OD . . 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B lvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: °«l` �'.' d�S.�:.l��,J�:".,t'1k.�3'i''.N: �:'x�nd�+a.b+�ew�+i 1n..::ti�,4�1:Ysidl+�se' •:ri..,'�?�1.. ".,��i;i.�s.; •:i`:� iu!'�v. >S:n.`1.�"�'., .: �.'.i. .�..�:�!'::F _,.. .... Z Z l l (6 ~ w 00 co 0 111 w J H w O ga Cat = I— W _ Z � HO Z tLl - U u' O . UI Z U= Z ojec: MI WGI1.¢_ [r,o_ Cenier Type of Inspection: :" ` ).5 ,nr.Ie 0 C-e i 1� n c�i IiS S c p f /'" d: of J D e wan a. JJ — !(n — 00 .m , Special instructions: Requester: - 0 }r� r + ' Ph es is L/ 71x67 - esis 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981'88 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Soo PVtcA 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: :; Z i-Z 0 w LL W O 2 u_Q = O . w Z � Z1- w Lu 0 U O C 0 H w uj u. O Z U a- 0 , ~ Z COMMENTS: Type of Inspectio ` Ct 1 Inl3 Date called: I I Date�t wan d: RefOrt ) i4ew, 1 r tmip[vie - p✓* i €2 '1 wM 2 eo t (i nv1 lrhi c'�Ylri L i olol - e -- rr 0at44 `P'Fe Requester: - r e , Ppt L-\ S r ?•PC't 1 o,... €._ 1p =m) qv v, ~ )c0 iucf\ Lee Ti 1 -e, Project: ,- M rilrc . hc. (iorn� Ce)* Type of Inspectio ` Ct 1 Inl3 Date called: I I Date�t wan d: .J Address: PY \ Q a-, Special instructions: Requester: A clr ‘nn { pp �-- Phone: 57 go- - 7(,,tn— 8 O 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. Inspector: . 4 Ai oF& Date: (I )-1.- ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ti. � .i::��.....s.iS:if,..LS.�t...d, � ray.. C_ t. �i��:. ��. aar...... um» rtvkr�:< vi4' �, �. �° k�, a�i.;_.. fs.:z:: l- s., �ti r.. �..,• :a:.S�'.:?fr..:..:rs.�t:�:.' -.: u;:.s.:;iv;ac.�'i:4�:�C'.: Project. P.... n �`'`�Grc' • s +\■ o t I T o Inspection: G vp e S jevrr r� C am ; S � )1 VI,- Address: 1 w� 7 'J ,Sou-M(.4c 1 , L) Date called: • � 4 I I" l ' 7 "oo Special instructions: tOvc 'R R r d VOA �(` e* U\ re r . Date wanted: �r 1 a.m. �' 1 _ 00 p.m. Requester: • c( Y10 In Phone: (� �^). c Z'� c_ - - , f!n �` PHIS COMMENTS: Noi. ` ,,i, s +\■ o t I - RP '}- )3 q ii,,,,,, .4 1 -� 2.2_ 4-p of y ' �/ .ec'h 1 ttf'p()d' 4J 1 I4PVY► 4 ' d F;re . L5recrtrhA c.piI+�'S tOvc 'R R r d VOA �(` e* U\ re r . �+ C)r\ S (iR rP5 l irC, zit V yin 1 tr,h, & brc c , l'7h 4 S .4 v { -- Pit t ,S5 'eSS N.A N al' IC\ to . Date: kl. !` oO INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid `at'6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �i :..di;.,�.id�ss;.3:t�.�.'.!'S� ' � risii .�i��'t'`w " � �'i.r.:.::i.:�u.`:.� "'•` ^'� t3ai.#i,k+3Lsriti : o. • z w CX .i O U CD O W = CO LL w gQ tn d I z �. wI- w U co O OH Ill ill F U u. O t� z 01— z COMMENTS:: b ,e_v?s/0-,(7 w/ 410 -OCI ?- ZS- 00 - . - £ 2/d4 A}, ?-7_,/ -,' /2 ( ..„9 , "F e ,e..e7-- ,47- (9,c,-- RA) s 3 5E. - 4LL t , - , . � ° - _( /i0-03 ,trors Ca 1 ,4i ,e6 -rr' -.'t O0.e, --6c ?i i Afat - r_ in, 72, i_TG ...) i ck-E_ )J /c%e72 ? - /kr--CPE_ c Ortic Uki'77c P, c/ivr/s r ci } , , Pro' ct: Type of Inspection: Ad ress: 17W0- ` r' RA) Date call : 14 / Z$0 p". Special instructions: ,� �G - Y Date w to 1/ a.m. P.m. Request " Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. Inspe�' ! i } 1 1 1 . 1 1 1'1 1 • INSPECTION RECORD Retain a copy with permit Date: / `� PERMIT NO. (206)431 -3670 rrections required prior to approval. ❑ $47.00 REINSPECTIQN FEE REQUIRED. Prior to inspect on, fe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 00 Receipt No: Date: . H i rn.y;w•J„ 7S. y� ` F.r .,. + y ,. tS? d u�ce .Y!".�i' +:: a f.'d:d.'A+.4..r`l'�%!'.+r1 ...: :Y �il�::dnsw4 pf/.t]Y k� [4:L91w16`L.:i.o.{.i:..Y; h ..� z W re D U0 CO 0 W = w u_ Q d z � ZO w w U� oI- w U LLO w z U P _ O~ z COMMENTS: & aCt 1 . E fcviN ck• r O Va 4` et () I r rd Special instructions: 2.J -1)$cti i -�1' St 0A- iroff Requester: A /.-► dV 1G v1 Phone: -eh Per .3 �rt°(Or • �1 ` )4\ ,c. ar rlreCC .SC re w3 ■ Ncl raj & \ c \ \i 5 \f‘ r c 't +�c� --\ r c.lL. ~) i9 < 1 �U�nn r A ∎ovn • Project Y\ �AV ('( Z {� Type of Inspection: F✓'Gvrtny Address: Date called: I I0 - . - 0 Special instructions: Date wanted: a.m. IO - 31- Oo- Requester: A /.-► dV 1G v1 Phone: INSPECTION NO. Inspector > jj INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • ..� (206)431 -3670 0 Approved per applicable codes. Oorrections required prior to approval. Date: 10 _31,. OO 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: H• C l ^N�y (gyp �J,�l i {'i � 1 `,hKt�� .�:.,�. �'1, � ��y N ^i � 51� ... :: r7' • �rQY�Ntl:.n�`'.M��1' i'.: �i' IW. i1L. Z' iTML�_ LwilL 'G1J.3tAi1�.YYM�G^e'Sn�l.{. IS �. �'Y�a�.'/I:a.PNA'R�•' 4:.�Pv.�4<.'i:'#�t�.Ta.. Y. Project: y n (Y\a (CI e. Nvb.t Ceti Type of Inspection: ' 4-\ m , Address: 1 - 1 - 17-5o Sc_.. f"'- Y Date calle :... 10 - .:2 (__) 0 Special instructions: 1--2 D Date wanted. 10 - m. Requester: .1C1 . U,U 11k. 1.1+,1, Phone: . _ - '1 19U? 6 S z INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 PERMIT NO. (206)431 -367 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Tk Q : L i rx Inspector :` -` j ate: ) 0 ..a9, j F7 $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: L rh..S;:41.14::' -1::t.'.' Z w ce 6 � 00 W = _ CO IL F- W g Q 1 =. Z Z O ff. W U � O D- W W 1 — U ' �O .. Z W U= O ~ Z .: I P rSO . t. AI Ametieo-fe Typ f Ins ctio • °GisP. &ruitio.L.- Date called: Address._ 177 sc„. Pbt Special instructions: Date wanted: a.m. P.m. Requestel 00 Phone: flitt INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: pm. E CL - TO 74 LE_ Inspec Dte 111 $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: PERMIT NO. (206)431-36 .,: Prgjgct: 4,..4.cf.tg Type of nspection: Address: 1 ir. ' CC 04,4(14/41 date called: r'd /d O� Special instructions: ��''� 1 V tr ?(Mi6 Date wanted: / � t 0 OA a.m. p.m. Reque _/ -/ Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • // (INSPECTION RECORD ' ' ' (1 'Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188,(�p,{ (206)431 -367 0 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: OF_1(P asr--6 loam s7?o7t0 /,(SI / 4-7 - , 1J1 7 v( r 1o1'- A eeY2 k "7-)/ t 7 ra14 P/ibei.SC' Ce9-04.6e)te_ Ins Date: 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: t S :<C °y?'Y{: ins+:.,._ Cdr. }''.1.a': its'" a�..° 3.£' 7..E4:ii.s.G^.. "t� ^.,;.o�•.r,;< 1 COMMENTS: Type of Inspection: F r►yve - P; ve rl COQl P 4 ) 0 Address:__ \ Soo -\\N c-e+n ►,r\ -Pfr.S SI -eG c,i 5 0 C \A GnC, s -- Vr) R3 C k Date wanted: 1 6" 00 2) t i \ 1v \oe p "tor G,T.orIc U3eld ►,n ah(A Phone: t oN-1 n \'}-S, E 'P e) Ursa a I ec ro va \ o-r S> IPACI \ Orii ( I c,, l S ► gs-\Gw\pi°A. COf \/ Otocl . 2 SuDrri 46 cti'l. Proje A Mc l Q Type of Inspection: F r►yve l Address:__ \ Soo -\\N c-e+n called: - Iu - 5 - O0 Special instructions: Date wanted: 1 6" 00 p.m. Requester: Y1C Phone: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: A-1(nN PERMIT NO. (206)431 -3670 El Approved per applicable codes. XCorrections required prick to approval. Date: I0 / 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: "iti`I:::'`r3�T�y Mt_ jam rJ :+.•, e �rt L+ n::'.. S''.'. Y 'aro:tl.'2.::'1:..Ji:'.i��i.^ 'y.E� � - ii:�:c'' >, .. Z _. ~ w re 1 00 to 0 w = J �. CO W w 2 < D. = f.. w Z � Z 2 o 0 0 1` 1- w P. o 1- z INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98181k (206)431-36 Pr ject. MA taitilli7)A%ectirga d sl;, Special instructions: *5c, Date called: Date wanted: / ( O&M PeZTE, Re n56/4, 7 11 Phone: a.m. P.m. Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 2‘/166a-tA6 14/4a_ 07,,,s14%-rE- n $47.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z w 6 D • 0 CO 0 w w -J uj 0 g 5 D. 0 w z 0 z uj D 0 O -. 0 ui I 0 1-- LI 0 ▪ ; Z 0 z COMMENTS: f f E G • s YV)+ t)S'PGi 1 C(p�!1v0vec �\ f D: rnol,rli9 CA p?YO G` ,re, w 1 rf 5 cvr . C 'P" -CA1I C\t\GYt Q5 Date wanted: _ /U S -co p.m. Requester: n P1 C L la IA • - .0Oki. o S \rA\ 1 hS cAo>r \ WelA I Y+7„ V P Y' ■ 1.A..)A, C) l Pv-V, 4:‘; (L4—\ 6 t 1U5 11 . \O) \f) ),-;-\ I t - t - c, (ur■t,, Project: v\ rf i riff Typ o f Inspection: ra twe Address: I/7.SD St,,, lf\ce✓A4e- Date called: 1a' I 00 Special instructions: Date wanted: _ /U S -co p.m. Requester: n P1 C L la IA Phone: mss - no to- AA INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwi'a, WA 98181" PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector ' A1r. -- KI Date: 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: :d� >__ ^'ACi:3. '.:c�a.✓r•srR-4r,4t3i ■ ,�t'+` +^ i::b f:- , :., ' • �t,.,4. : (`? .':,'.,�+ �s'fA''s •fYl% ?�}f� �;rt kuXP�e:a:•;i- .cht�'a• z mo • ce O 0 0 W I • I- � w wQ 0 LL • Q. D. w. Z �. Zo w w 0 .O N O F- w W • F- LL O. III .. z: 0- 0 F-: z Project► ��G IBC 1 C Type of Inspectiorn Q n s� ��n f ul CI -ed ( 4 i (I P Address: � 111 SD 5,00-kc `ie l^ Date calldd: 10 4 1-00,, Special instructions: Date wanted: / a.m. Requester: Phone: .4 1y 1 t INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Q Approved per applicable codes. XCorrections required prior to approval. COMMENTS: M ._ ` 0 iCAJ I stc)SS G tr eck. C ro c1 T-Nu � c k5 Inspector: i4OA . 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: r' Z ~ • W Q • � J • O 0 co W w J co u. w ga N = I-w ZO •w w .0 -. 0 1—: w - P. w U I. O 1— Z k INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: rnwt P Q e Isee4r►rg 1 Inspector( Ut .)- �� Date:0 j 00 n $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: - 044tiffivgliaVa! - 14 - 44 I 1 02000-08s PERMIT NO. (206)431-3670/ nei��' s.'(gG.tC.YwNJrl�'rAe'f xM�.�:�i i14 14 z 00 (0o co w J CO IL WO IQ co d = W z I . zo . OD 0 1- = U ~ F- u' O t.. O z Prtc t: \ miarstis,(4 6 I .-..--I T e Inspechon: Address: .e.' Date called: Special instructions: (4.7`)Cletilr• Date wanted hie: c P.m. Phone. 766 43E36 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit COMMENTS: ,)-p jyp .-7/..ze r vi frwivi7-- (;41113 /1,91.Aeeef 17..4Z41/ Amu Awe Inspector: Date: pproved per applica codes. El Correction's required prior to approval. 111 $47.00 REINSPECTION & REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4 Z cc o o U)0 W U) U. w 0 g < w z I- z W w 0 P-, - I 0 I I' 0 z 0 - I o 1- Z Project: Rt 0 . VArorc ili- 116m CcY4er Type of Inspection: . .1- 2. - -:1 4 -61—L rvvaN11tie Address: , 1 I_ r` )c) C., P \ called: i 6_1- 1�a - L Special instructions: Date waned: el 1--0o (a.0. p.m. Req 4 rio er: Ar r\ Phone: 05 - TO& - 5g 15 INSPECTION NO. t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. J Corrections required prior to approval. COMMENTS: - t - (n vin ,n Gi ��YC1\4 Vh s C r,A I „v‘q s ,Sa , fi() 5L/ A A c L. cot)er El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: &k �.4� - .ggi*' Y`i44.�A�3:�4h�'i! � .. �- �... �' �Uh�+. itt.6-i$t€44. PERMIT NO. (206)431 -3670 Z W re j . 000 W H U) u. w 2 Q cn = W I- ZO u i 0 0 . w w ' I- 1 O Z — = `. 0 Z a rniido-,14, 6,/,,,, T • - „.-...-__ r_ _ A t id1 5 : U f�/ - h - 7 ate called: ( i , / o Special instructions: Date wanted: , ,( `' Requester: CI (g..-id Phone? ( /5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 6)431 -3670 COMMENTS: 7C/ / c`, / ) 7 5 Approved per applicable codes. Corrections required prior to approval. $0 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. Call to schedule reinspection. Receipt No: Date: N4k1 ?.D.3: �i21 21:1 -412A Uit �' z . A.`i V roject: , t M A R C 6 1 -1( I.1 F_ C 1 R. Type of Inspection: T \s (L WA LOSOAk) FA Sift0 Address: f 1L: S c.. P Y pate called: c_.\ _ s;=; - r Special instructions: Date wanted: C')- 1 1`O(_ a.m. p.m. Requester: (- --- 1ct rl..I // AC\ Y� 10r. Phone: 1 / - .A r1r itn INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 re 2cct-cff PERMIT NO. (206)431 -3670 t ` ¶. 7 (c (c - - C t . r .- Corrections required prior to approval. COMMENTS: GI/. G ( e -u-' 7- rS ./ /z5 i4 7 /i(j t9-9 "_ 4 ® �'ii2S / T ece.. (* Ins Date: 00 $47.00 REINSPECTION FEE REQUIRED. Prior to inspectidfi, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: z W . 6 00 Wi JI.-• fA O . cn = a I- W Z F- I- O Z I- w o , U O 9 . 0 I- WW O . li to O Z COMMENTS: Type I pe lion «Icr (-r/,2s� 0i 0 ,,,6„, 0,.., i /<-4 & PO (19-rM //U e/�- a. Req s y P -� ' l i (A2-i'c(Sr, - -6/70 J2/ Phone: /664- co-y(, 77,5 / x‹- c'c-/ ;2, v Proje' ,j� T Type I pe lion f Address: / , Date called: S� � - � � — g Date w to a a. Req s y P Phone: INSPECTION NO. oved 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 o?reettbns required prior to approval. Inspec i�/tri" F Date;,, S Receipt No: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. d: c. �:::. 33. G: F». pbi� 'i'i`.�?ii��ES:::'^�.:�''�' °t o"�'a�:B��i�:�_':h.:.' .x ? r� ".twl:, C t- •'.,,:,;. -._. .. h . 2 I QQ � J 0 00 0 W = • W w u. • d W z1.- I — 0 . Z I— w 0 - 01— W H - L' 0 .. Z W — I 0 Z :•: a t � L 1L XLk 'Ton -Q. C am- Type of Inspection: u � Cr rvrt LIc Address; I T1S b SC) ?NI ate called: - ^ ot• Special instructions: At_e55d: a.m. , mti s equester: (1r rc4 N I k - L7Ds - 7c0 co— 3 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 pproved per applicable codes. c orrections r uir(d prior to approval. COMMENTS: 2 ...44 . , " / / ,. 4 "<" it $47.00 REINSPECTIOKI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .:3at 1YC� MFi�I� ~ S w..T+l3i¢ Y Wt�w+\ Jb. �J�i36L�a.�iiiwd,YrA.viL..:at.: mil' i.`...' Wi�f• 9�a [�+IYruid. C+7 .1L�..i.�121� 'DK!. EE)/1 !yK t Tye f In, spection: , ` /, 1, `/ I. A # 5 7 7 7 56 .) ., tihe. `I o f[ Date called: b Special instructions: Date wanted: 111 /, •:0 ., a.m' ..r4 Requester: i /a " r ./5 --7 4 - V g/ V INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. i COMMENTS: 44/0 ,PO,/x.»' `arc rSfyC? 7 �� <s? i7) 44-"Ati - fie G.¢ 07-4_ 7) 6,-Z5',"7" am. ° ,"7" 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: Z W � W 00 W- C/3 w a 2 0 I— w Z � zF- w uj Dc U O o, = w H H u' O lLi z 0 Z Pro'ect: r Type of Inspection: U./ —0_— Address: f 77 5o -- SC. PkAAN Date called: Special instructions: Date waf d: i 7 OQ a.m. p.m. Re q,- Phone: nirl INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 V Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: X Co r 2 f tiu tote Da,�� C.J 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: 4. .� !, Y r..' ETA .'.�.'�r7�t��4��9.15.�7:1. t11.«1:1.vi..4 _.. •f'. ` � ��,,� 4 1s� W w re J O 0 0 0 W= J ~ W J W j co O H W Z � Z o . W uj U � O N, F— ill ul I — LL' O , .Z W U= 0 Z Project:-rh 1 o Marche' T of Inspection: Address: 1 ? 750 Soc �r Pk Date called: 8 - 16 - 00 Special instructions: Home Furnishing 5+ore Date wanted: 8 -17 -00 p.m. Requester: Adrian Phone: 7647 81 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 El Approved per applicable codes. \Corrections required prior to approval. COMMENTS: //, !s/ Inspector: Date: $47.00 REINSPECT! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • X" r �Yni% r r r+ �• K� ��rc�+. x. L: �'••`. ��•' ��• �dl.,:' s8�a� ' . «c « "• . .�.:i. ^•_• v.a.: :.:..a.. "' o...:«r•�'pn':. -• .. �.,n „ Z QQ 00 • 0 111 • = 1.- U) w 0 LL Q . = 1— W Z � 1— 0 Z I— 11.1 w U O N 0 1— III W I— LL O Iii Z U = 0 ~ Z Project:, A/f / 1 G? /' `l9/��' Type of Insp ection: C Address: Date called: Special instructions: 01.--,9e..." !" -- `J� ��'� Date wanted / , �.,�_) a.m. -- G' 6 2 P.m. Requester: ~ one: - 7‘6- 967. s .0- Y .. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 z 00 U) ILI J F = " N 1L W u-Q N � = a W Z �. O U • � O - O I— ww • 0 u. 0 ..z w co O z Project: MCiXC , IATY1 e Type of Inspection: 1AD R (kl Addr Address: 119so called: t3 e c r) 1 1 00 Special instructions: -x,, 4 1 I g wartto1: ie y\ Request r : .�cr A fa r . 1 0 6 ) — a. INSPECTION NO.• INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 COMMENTS: 4 ` 7 4/ . tQ 3 /= � - 44 (i 1 0 q A aol A-,4/, tedci // Approved per applicable codes. I` I Corrections required prior to approval. 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: • .a� 4 � a._ 1 +:.`a :. k�.�'a:.''iurc ��..'.':. T .. w5u: 7i-'' Jr.�.17:a'ktrti' wy%�::t� `>!s_ r•: ^ r• '�:i6MrJia w.� z W ce 0 W co IL, ul 0 u-_ g O = W Z N' 1= 0 Z • ~ U � O — H w w �F -41 0 W Z H O z COMMENTS: 6 s , „,„,,,, j r4 6 ' .'-' 5' S 7 ---- 1../ i' ‘4. f /-*- 4 e-- 16 y / 4 d , a.4-2e.? pe4rifr- 46.4 l/ Ti I - / C/-?e/2; 7 6■__ Z-4 4vg/1 64;44141z-0 ; cz-ryed A 41 1 1 i , Project: i '7 Type of Inmiction: .5 C Address: Date called: • Special instructions: • Date want* 77. 6 ,„ 0 Requester: / Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Ej Corrections required t Orior to approval. Inspedoii $47.00 REINSPECTION at 6300 Southcenter Blvd Receipt No: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO.. (206)431-3670 Date:g1/ E REQUIRED. Prior to inspection, fee must be paid ., Suite 100. Call to schedule reinspection. •••=,,, • `", • • - • ...:";-,14 W 6 2 (-) 0 CO 0 CO W W (.0 u_ uj g u_ x I— la z 0 z 0—' 01- W ° g a; z c.) 0I _Project: u I '3'(,.) l 1 ^ - ►r11PC.\ ti f'Cf W CLA4 e Type of Inspection: rr* tr IL./1 L1 (l! g c,1111Y1� Address: _ Date called: ,, J Special inl;tructions: Date wanted: -- 1 l.: C��, G.IS,`.": p.m. Requester: AC-f‘'1<<t1 P ' = 7W. t) - 15 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 ►i ' INSPECTION NO, INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 pproved per applicable codes. Ei Corrections required prior to approval. COMMENTS: I I Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: . 1 �T-7,* .a,. . 4 l' Y�i .T° 7 '�.i'pt, 4. .� '..;^.T. ^ F� . � ... i� . w�r� . ir�•T .. r . ... , .. IU .. N r r :, �'.k .4pc4: A:i41:772.� -qp: 4 ; �.. �. 77 Project Name City of Tukwila Fire Department FINALAPP.FRM Needs shift inspection Sprinklers: /.)i Fire Alarm: i*0 Hood & Duct: A/ Halon: A Monitor: e // Pre -Fire: A/ Permits: Authorized Signature TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM pt� /1')i9'e &Rd /- -f )11t (A/ 7 Address 1 77 <-L2 >/c ?y Retain current inspection schedule Approved without correction notice ZUL (`-- /-)() / T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # Approved with correction notice issued f= /fr e - 4tI /JCri C'' /c'C SE7;97 i4 / 4e/e/ /I //. / /D O Date / Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-4439 z W ce 6 U 00 co o J F— w u _ I a = w z � I— 0 zF— Ill w U � O — O H w LO w z U 2 0 F" z n a TE 2 0 N` V Z I. m m YO C O O v s0 mm mm .oz m* F °a -I 0 m 0_ OD apm co F ogc x 9 m� - z -I �* c ,� cp.< m ID a 33 m m m < .< to F e rig L. • 1 p � /5\ 4X6 PLATE 14 x4 -9" w/ (2) -3/4" x 4 1/2" LAG BOLTS @ 6' GAGE N I g a 3/ PL3 /4x3x0' -8" SPACER PLATE USIDE VERT ■CAL LEG OF ANGLE ' A 1/2 "0 CONDUIT I_ ti tic LOCATION VARIES PER BEAM REFER 10 DET. 7/S1.0 CONTRACTOR SHALL VERIFY LOCATION I. SECTION SCALE 3/8" = 1' -0" 8" BRICK -r t _ PLAN AT GRID H -5A 20' -0` (NTS) EXIST. 2x4 24" O.C. \ EXIST. 4x16 5' -0" O.C. A B L4 x 4 x 1/4 x CONT. Y/ (1) -3/4 "0 x 5" LAG SCRElb' INTO EA. BEAM. LOCATE (1) -CONT. AN;LE PER BEA ?J END. FIELD DRILL HOLE IN ANGLES TO MATCH HOLE IN TO PLATE EXIST. CONC. PILASTER TS4x4X3 /16x0' -31/2" 5/8 "0 HILTI HY150 W/ 4 EMBEDMENT SECTION A -A 3/16t/ 2 1/4" TO C 0= 3/4 ". HOLE IN TO PLATE. 4 • 1 11( # n 1. 5O 1/ CIO NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. B 3/4 x 25 1/2 GLB CONN. SIM. TO BELOW 8' FIRE LINE — TS3 x 3 x 3/16" X 1' -3' PL 1/r x BEAIA VADTH + 1/8 x 0' -11 1/4" SIDE PLATES AT SOUTH END OF ANGLE FIELD CUT VERTICAL LEG OF ANGLE BEND 45' &c BOLT TO GLB. W/ (2) -3/4" LAG BOLTS 0 3" GAGE SECTION B - 11 a 7 i DR•.•II 3 ►,0. S K -2 BON MARCHE FURNITURE GALLERY 17760 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON 08188 oATE a mJDo Mat PA 00015.10 sour I/2• -I' -0• DRAWN OY :KR CnE01..0 OY JO MPROVEOOY GAG , ENGINEERINc5 111 MAIN STRUT, :UHL 104 CONONOS, wAS"woTON 080/4 M i. :syj� NEW DETAIL 10 REFER TO SHEET S1.1 REV. 5 AUG -11 -2000 FRI 08:51 AM /".:3 0 6/10/03 Mt KWL• uu L SECTION RUG RACK SUPPORT PER PLAN SCALE: 1/2" = EXIST. 6 3/4 x 25" GLB EXIST. 4x16 PURLIN o 8 0,C. EXIST. 2x4 JOIST 2 ' —O" O.C. BEAM PER PLAN SIMPSON CCOB7 -5 1/4 / CONNECTOR. INSTALL PER MFR. RECOMMENDATIONS FAX NO. 425 778 5536 1 P. 04/05 a�ao� -des RECEIVED OITY OF TUKWILA OCT 0 6 2000 PERMIT CENTER EXPIRES: 9/5/2001 _ I z re w' u6 D E.) O. 0. Er) 0 1 WI W O. J Li.. Q. cn a: = W F- = Z I-: I- 0 Z I— W 2 U .8° �' 0 I- W • z W •U r O~ z DRAW,a No. SK-3 BON MARCHE FURNITURE GALLERY 17760 SOUTNCENTER PARKWAY TUKWILA, WASHINGTON 08188 OME 8/10/00 PRalta N0. 00015.10 saki I 1 /2' -0 DRAWN eY ,w CHECKED eY JO APPROVED BY GAG ENGINEERING 111 MAIM erAL[r, SUITE 108 HONG 2S) WASHINOTOH S 9e020 r x (S } 77e —eso ►A% . OM 778 -1078 a nip REVISED DETAIL 8 REFER TO SHEET Si. 0 REV. 5 A1sG -11 -2000 FRI 08:51 AM PUT 011E 1 /10/W I E ME. :K3 SECTION SCALE: 1 1/2" = 1' -0" EXIST, 4x16 PURLIN FAX N0, 425 778 5536 P. 05/05 EXIST. 2x4 JOIST AND EXIST. SHEATHING SIDE PL. 1/4 x 7" x 0' -9" W/ (2) -3/4 "0 x 3 1/2" LAG SCREWS 4x4 HF #2 SISTERED TO BEAM. NEW SECTION MAY BE (3)— MEMBERS BUTTED END TO END W/ NO GAPS. 1 . -• BRACE PER PLAN~- - 1/2 "0 x 8" LAG SCREWS © 12" O.C. AND ELEVATION - "X)031-0gs RECEIVED CITY OF TUKWILA OCT 0 6 2000 PERMIT CENTER EXPIRES: 5/2001 . <§ Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking For Building Department Use 0.2 W /ft 15047.0 Applicant Name: William Polk Associates Open Parking Applicant Address: 1120 Post Alley, Seattle, 0.2 W /ft Applicant Phone: 206.622.9443 18.0 Outdoor Areas NO OUTDOOR LIGHTING 0.2 W /ft 109.0 54.5 Bldg. (by facade) Tele /Elec closet 0.25 W /ft 108.0 54.0 Bldg. (by perim) 22697.0 7.5 Wilt 92.0 184.0 Project Info Project Address The eon Marche Number of Fixtures Date 3/13/00 36 HFD Southcenter Parkway Retail Space For Building Department Use Tukwila, @A 15047.0 Applicant Name: William Polk Associates 57.3 Applicant Address: 1120 Post Alley, Seattle, WA 98101 Applicant Phone: 206.622.9443 18.0 Location Fixture Description Number of Fixtures Watts / Fixture liA Wdttsf LU1 Proposed Retail Space Retail Space 1.50 15047.0 PEAM I r CENTS Location (floor /room no.) v Occupancy Description ■ Allowed Watts per ft Area in ft Allowed x Area Retail Space Retail Space 1.50 15047.0 22570.5 57.3 Sprinkler Room 0.50 36.0 18.0 118.7 General storage 0.50 109.0 54.5 Elec Tele /Elec closet 0.50 108.0 54.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 22697.0 Location ' (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Retail Space: Type A Fixture 176 90.0 15840.0 Type c Fixture 20 92.0 1840.0 Type D Fixture 8 184.0 1472.0 Type Dl Fixture 2 92.0 184.0 57.3 /Sprinkler Type Dl Fixture 1 92.0 92. 0 118.7 /Storage Type D Fixture 2 184.0 368.0 Elec Type D Fixture 1 92. 0 92. 0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 19888. 0 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washington State Nonresidential Energy Code Comaliance Form Lighting Summary LTG-SUM Project Description ❑ New Building Addition ❑ Alteration Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) 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 Maximum Allowed Lighting Wattage (Interior Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for In erior) Maximum Allowed Lighting Wattage (Exterior Note: for building exterior, choose either the facade area or the perimeter method, but not both) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Total Allowed Watts not Edamn • June, 1998 FICUEIVED CETY OF TUK1NiLA F 2 0 00 85 . u. .. hmfroliw!MKiNA'7`i'�`t Z W tY 00 Ca CD al J WO LL 5. a = W Z f. I- 0 Z W W n O N in 1- W I- u' O .Z W 0 Z 1997 Waaiington State Nonresidential Energy Code Corr "once Form NO OUTDOOR LIGHTINC Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts RECEIVED ciTY OF TUKWILA MAR 1 7 2000 PERMIT CENTER Z 1 W re U O; CO 0 W. IL W =? O: 2 = d , �W Z F HO: W W. U co ' O W lu. _ — O , Z. W U =. O I — .Z Use' LPA (W /ft 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 hall'•' 2 Assembly spaces auditoriums, gymnasia'', theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars 1 Cafeterias. fast food establishments _ 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 0.5 Institutions 1.5 Warehouses'', storage areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages s.. SKY,on 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 mall 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: 0 Warehouses, storage areas or aircraft storage hangers QQ 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. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check 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 1997 Washington State Nonresidential Energy Code Corr -'lance Form Lighting Summa . ack) LTG -SUM Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance 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. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 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 maybe 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 HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. RECE 11. Provided that a floor plan, indicating rack location and height. is submitted, the square footage for a warehouse may be defined, fCl'TV OE TUKW1LA computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) ntt of the racks. The height allowance defined in footnote 2 applies only to the tloor area not covered by racks. TAR t f 1.000 PERMIT CENTEFt 1 Z tz ~ W J0 0 0 N J F- M W 0 g d = W H = Z I- O Z 1- W U ON 0 I- W W LLO Z W U = O Z Lighting Power Allo : nce Adjustments LTG -LPA 1997 Washington State Nonresidential Energy Cade Compliance Forms 1997 Washington State Nonresidential Energy Code Com- trance Form Project Address The Bon Marche 'Date 3/13/00 Use this form if 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 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Adjusted Li~zhting Power Allowances (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft 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 RECOVED err? OF UKWILA MAR 7 2110c\ PERMIT CENTEF z 1Z ix W QQ � 10 . 0O . N W= J WO u. N O = W = z � F- O z I— LL/ Lu 2 O N 0 I- 111 I I— -. L' O Z W U= O ~ z Lighting Permit Pla Checklist 1997 Washington Slate Nonresidential Energy Code Compliance Forms LTG -CHK First Edition - June, 1998 Project Address The Bon Marche !Date 3/13/00 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 (yes, no, n.a. I Code l Section !Component Information Re wired I q Location I on Plans Building Department f Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control /access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w /backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule with type and locations 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 1997 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: RECEIVED c r Y OF TUKWILA MAR 1 7 2000 '4'M/11T CENTER z ~ W re 61.1 D. 0 0 0. Ill = NIA W0 Q . ° . W Z f— 0 Z W 0 0 -, W W. L I 0 • H = 0 Z Lighting - General Requirements 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling - 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 readily accessible, at the point of entry/exit, to personnel occupying or using the space. Exceptions: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. Exceptions: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches shall also have 1997 Washington State Nonresidential Energ Code ComnliInce Form Lighting Permit Pla hecklist 1997 Washington Slate Nonresidential Energy Code Compliance Forms LTG -CHK First Edition • June, 1998 program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 25,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. Exceptions: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5 percent of footprint for footprints over 100,000 ft whichever is greater. tIEWE1VE'6 CITY OF TUKWiLA MAR 1 7 2000 JEAMIT CENTER z W 6 U0 co 0 W = • N W uQ to = d . � W z F 0' z I- =3p vi 0 W W F- IL O .z W U= O ~ z ,, - Cuuu NUN 1 bU t'fl t,lr tNu 1 Pitt t NU STRUCTURAL CALCULATIONS FOR: Bon Marche Furniture Gallery EXPIRES 9 / 5 /2 00/ 1 SUBMITTED TO: William. Polk Associates 1120 Post Alley Seattle, WA BY: CG ENGINEERING i l l MAIN STREET, SUITE 106 EDMONDS, WASHINGTON 98020 (425) 778 - 8500 OOOO MX NU. 4G5 r Its bb b I'. U2 CG 99140.1C COY OF TUKWILA MAR 1 7 2000 PERMIT CENTER ��^'. z W o O' 00 co -i_ H to U. W O Q . 2.) • d F- _ Z F-, I- O Z F-- w U ' O o , � H W W u. -O W Z P. 0 z • p MAR-13-2000 MON 12:50 PM CU ENGINEERING •• . RAcv- AisimAsis cix L J .seit.tes CO A tt)E, r. tyN P S F!) ( Li ) (') z ) •+ Fitlioir • t- 0. RUG;6 /14 am t rcor In t..' 1."4 s 0-11* e. • ._. : ! • ) ! .d - ,... ...v.—......... 1 . • . _ . .5 p Bon Marche' Furniture Gallery ■ •••••. • •••• • . FAX NU. 42b l(8 5536 .3 71 t) • I I I , 1 ! 1 • i ; i . . • P,,...i :. ,, E411.o 4 ......... .._..... . ! ; . 1 outm; =, ?c5 $ 10,1 ; ito F r ■ I 1 . t.') ell 11.4 f a c t, sfl l/z .e F (C...Entict et , 1 ! I . I 1 i I CO Engineering 111 Main Street, Suite 106, Edmonds, WA 9S020 By: JG Chkd: I• F. F. 03 rc C. I • 2 ttr4 zr° t Date: • Date: 31„, /,, --- Job No: 00015.10 Sheet . 1.001 VD. CITY OF TUkW1LA MAR 17 2000 PERMIT CENTEP f1AK 13 -2UUU MUN 12:50 PM CG ENUINEEKING CG Engineering 111 Main Street, Ste 106 Edmonds, WA 98020 425- 778 -850 • RV! .+mw • UWr krJ{'n1:1.1 N:. � W 5.1.3. 72. kw 19v7. WA !2 ce.1I9:3 47rntar ALC Description LGeneral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section TS6X4X114 Fy 36.00 ksi X -X Sidesway : Roslralned Duration Factor 1.330 Y -Y Sidesway : Restrained Column Height 12.000 ft Elastic Modulus 29,000.00 ksi End Fixity Pin-Pin X -X Utlbracad 12.000 It Livo & Short Term Loads Combined Y•Y Unbraced 12.000 ft Loads - • ••r. Axial Load... Dead Load 1.44 k !^cc. for X -X Axls Moments In Live Load k Ecc. for Y•Y Axis Moments in Short Tenn Load k Point lateral Loads... SL I _ Along Y -Y (strong axis moments) 0.850 Along X -X ( y tnolnents ) S Combined Stress Ratios AISC Forrnula H1 - 1 AISC Formula H1 -2 AISC Formula H1 •3 4x6 RUG RACK XX Axis : Fa calc'd per 1.5-1, K•Ur < Cc YY Axis Fa calc'd per 1.5-1 K•L/r < Cc {Stresses Allowable 3 Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow (F3.1) fb : xx Actual Fb:yy : Allow (F3.1) fb : yy Actual Analysis Values - F'ex : DLa LL F'ey : DL +LL Pox : OL+LL+ST F'ey : DL +LL +ST Max X -X Axis Dailection . Dead 34,674 psi 18.357 psi 46,117 psi 24,415 psi •0.130 in at 0.1514 14.18 ksi 0.31 ksi Steel Column l ;tom OL +Lt. Tltlo Dsgnr: Description : Scope hAA NU. 42b YY8 5536 N. U4 0.00 ksi 0.00 ksl 23.76 ksi 0.00 ksl 3.07 ksi 0.00 ksi Cm :x DL+LL 1.00 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 1.00 Cm:y DL +LL•r•ST 0.60 6.320 ft Max Y -Y Axis Deflection c: wInnt tafilOs St& ST 0.740 k k Suction : TS6X4X1 /4, Height r. 12.00it, Axial Loads: DL = 1.44, LL = 0.00, ST = 0.00k, Unbraced Lengths: X -X = 12.00ft, Y -Y = 12.00(1 0.1514 Job fi Date: 2:05PM, 10 MAR 00 0:ktn Kxx 1.000 Kyy 1.000 Haight 7.000 ft ft Column Design OK Ecc. = 0.0001n DL + ST + (LL If Choggn), 0.2244 Live DL + LL „ + Short 14.18 ksl 18.86 ksi 0.31 ksi 0.31 ksi 23.76 ksi 3.07 ksi Cb:y DL +LL Cb:x DL+LL +ST Cb:y DL +LL +ST 0.000 in at 31.60 ksl 6.57 ksi 23.76 ksi 0.00 ksi 23.76 krl 31.60 ksi 0 00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Cb:x DL+LL 1.00 Page 1 n, rook.ni"w• 1.75 1.00 1.75 0.000 ft RECEIVED CITY OF TUKWILA MAR 1 7 2000 PERMIT CENTEr ° ° 3 Z W U 0 0 N0 . L U W 2 Y.2 a . f - _ Z 1- t- Z t- 7 C3 O ( LI ' o f- lu W 1- - lL O ' W Z 0 p H O Z nHK 1i - 000U hUN 1[:51 en uu LNUtNttl1NG CG Engineering 111 Main Strout, Ste 106 Edmonds, WA 98020 Description 4x6 RUG RACK hH?S NU, 4•L5 ll3 b536 N, U5 Title : Dsgnr; Description : Scope: 423- 778.8500 Liat. G107 Steel Column U;uc kWf�9'A. VCS S LS, 7 1•rrrl0 00, wn1'! [Section Properties TS6X4X1 /4 == Depth 6.00 In Woight 15.59 it /ft t -xx 22.10 In4 Width 4.000 in Area 4.59 In2 Thickness 0.250 In Pago 2 c• winnt nr.4% skull drskron ru rnrk e!Cw• i•yy S -xx S•yy r -xx r• Job $ Date: 2:05PM, 10 MAR 00 11.70 in4 7.3671n3 5.850 1n3 2.194 in 1.597111 RECEIVED CITY OF TUKWILA MAR 1 7 2000 PERMIT CENTEF c' UMM t J - dUUU I'IUN rt'i t,U ti1U 1 Nr.tt l NU CG Engineering 111 Main Street, Ste 106 Edmonds, WA 98020 425-778-8500 nuv alaca i„wart.aerl:A. Via 5.1.11: Jun MAwo32 Steel Beam Design Cc) 12042 rnrrc•ALc !fit {OY�. �'fi.it= %fC= .:'L:�iL` -r ,w•� '..n.'��.- '.ti.�.�ss•S. ,� .. .- Description 4x6 RUG RACK BEAM General Information - C'f11:Ft�:• . .........r.. , nr x..3::1'G:=..�.'^^..::=1 Steel Section : TS6X4X1/4 Center Span 25.00 ft Left Cant. 0.00 ft flight Cant 0.00 ft Lu : Unbracod Length 18.00 ft [Point Loads _c4 u 1 a2 ft 3 44 #5 46 #7 Dead Load 0.050 -0.650 k Live Load Short Term -0.740 Location 0.250 7.000 7.000 Summary it Using: TS6X4X1/4 secton, Span = 25.0011, Fy = 36.oksl End Fixity = Pinned-Pinned, Lu = 18.00ft, LDF = 1.330 Actual _kb ;.. w 6fa Moment 5.006 k -ft 19.399 k -ft fb : Sending Stress 9.621 ksi 31.601 ksl fb / Fb 0.304: 1 Shoar 0.370 k 28.728 k Iv : Shear Stres 0.123 ksi 19.152 ksl tv /Fir 0.006: t rForce & Stress Summary - ..=SSW..; . «•• These columns aro Dead + Live Load placed as noted --» OL LL LL+ST LL LL +ST Aaximum Only @1 Center 0) Cep Q ,iLB_ 9 Cants Max. M + 5.91 k -ft 0.08 k Max. M - -2.18 •5.91 k -ft Max. M 49 Left k-ft Max. M 0 Right k -ft Shear 44 Lett 0.37 k 0.37 Shear tt Right 0.19 k 0.02 Center Dell. 0.7031n 0.209 0.000 0.703 0.000 0.000 in Loft Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Doll 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Dell ® 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction A Loft 0.37 0.37 -0.16 k Reaction 4r1 Rt -0.19 0.02 -0.19 k Fa calc'd per 1.5-2, K'L/r > Cc Section Properties TS6X4X1 /4 Depth Width Thickness Area Pinned - Pinned 6m Wt. Added to Loads LL & ST Act Together Title : Degnr: Description Scope : Calculations are designed to AISC 9th Edition ASO and 1997 UBC Requirements m an 6.000 in 4.000 in 0.250 in 4.59 in2 Weight I -xx I S -xx S-yy rf-liS NU, q b (Id 6536 0.16 0.19 Fy 36.00ksi Load Duration Factor 1.33 Elastic Modulus 29,000.0 ksl Max. Deflection Length/DL Dell Lcngth/(OL +LL Dell) k k k k ft ..,110.a_ 15.59 4/ft r•xx 2.194 In 22.10 In4 r•yy 1.597 In 11.70 In4 7.367 in3 5.850 In3 P. 06 Job 4 Date: 2:05FM, 10 MAR 00 Page 1 c wt rill •of,tes itnlflrIPSktor n, rack cow: Beam OK Short Term Load Case Governs Stress 0.703 in 1,432.2 : 1 426.7 : 1 RECEIVED CITY OF TUKWILA MAR 9 7 2000 PERMIT CENTEI - . i ' l Z 1 w ce 6 U U CO CO W J i- CD IL W O 2 g Q El W Z f.. I- O Z W uj U O O f- = U O ai Z U= O Z r t{- l i -euuu NUN 12 : 5 i t'ri uu NU i NE:i•.K 1 NU 4x6 R SERIES SE F- STANDING DISPLAY Best Series Displa7s provide self.standing versatility • . fft lravier goods. A sturdy, all - Reel design bolts ; : tgelher easily. • . i Modem Jt 4410 with 10 R 46 (314 ") arras and brares.; Wear pi 44 30 with 20 R 46 (314") arms and br ! L niti Height: 7'3' Elvish Color: Almond Cptipnal; Rug Wings: WW-72 mesh -style for shaped rugs be mixed or substituted. Priced separately '' . Klipt: Best 02A (314 ") on R46 urn. Best 42W on W .72 wing. 5o Id, ' separately. See page 16. 1 'A/i111! SERIES L- MOUNTED DISPLAY CJ+E best WIS. s Series w �� . . ,� are Pot:. tihs to load bearing or reinforced wall only leaise consult with your building engineer of : ! ; ctiitec$ before ordering. When installed, one third of the weight Ls supported • the bat. while the, we =Al=as 1s trans - kited t o • vot • - Mo*e1I 41 with 10 to SO R 46 (3/41 arms =rid :i4INGE PA // 1 Utlill Height :CtZ) Finish Color: Almond Qptlonal1 Rug Wings: WW-72 mesh -style for sha • rugs can be mixed or substituted. Priced separatd 1Cliyis: fiest (3/4 ") on R44 arts, 4 FAX NU, 465 ((d bb3b lame wmireee (See Table) i Best 02W on WW - 72 wing. 6 Sold Separately. See page 16. . 70T/u. WIDTH (See Table? p13WLAT Wtdall Mar WM and 1031I Oisptsysl, WUI4 8ER OF ARMS 10 15 20 25 301 1 w 45 50 Mfr1GE M IR WIDTH Z'6' ?97 SO' 61' • 9' 100 117 126 TOTAL WIDTH 33 104 11'8 130' 14T '' I ceP 16'5' 1 t0' 91' yJOArM.OfliDq.0 UM ssvhi WM 1 4^ 1 P. 07 s disPlaY.Tterns RECEIVED CITY OF TUKWILA MAR 1 7 1000 PERMIT CENThP o _r, z re LAJ J U U O • O W I H CO IL 2 �j CD = W H = Z � Zo W U szs O N C3 I-- _ Q W Z U= O � z ('IUN Ob2 FM (Xi 01(.11Nt.tMlNU 1 . 1 g Li Cr ¢6CAE. r: A i..V V 1---1 . cor/1 Qr.: E i • IV.W1 l•MT.Crtyr (0 PSF)(1 • Torsi. Or r6rIT (a (.70..4 ft m$ , /A ) ! ; • ; . 1 , , . , I " ( • ; q re CG Engineering .• 111 main Street, Suite 106, Edtnoekis, WA '98020 11-liC NU. e.leb 1(8 bb36 • , • .. vi4c.v Boti Marche Furniture Gallery a tt • By:: JO Chj,t1: 1" 15.1 i, 1‘.3 IL /6.3" ZZ , I'IHK J 11UN 1 C : 5C rl'i 1,u CIYl1 l IYK1=K 1 NU CG Engineering 111 Main Street, Ste 106 Edmonds, WA 98020 425.778 -8500 rr„„ stove+ Wm: Kw Cc03330 VG S I ., n•n,n• I CJ7. Wn32 (c) 14099 e FI :Cole Description 6x9 RUG RACK [General Information ►usu:f - - Steel Section TS8X4X1 /4 Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced Column Height 15.000 ft End Fixity Pin -Pin Livo 8, Short Torm Loads Combined ( Loads Axial Load... Ooad Load 5.03 k Livo Load k Short Torm Load k Point lateral Loath... DL Along Y -Y (strong axis moments) 2.033 Along X -X (y moments ) 1,,,r, s3C,arr z.! srt7 _ Summary Column Design OK Set:tion : TS8X4X1 /4, I leight _ 15.00ft, Axial Loads: DL = 5.03, LL = 0.00, ST = 0.00k, Ecc. = 0.000in Unbraced Lengths: X•X = 15.00ft, Y -Y = 15.0011 Combined Stress Ratios Dead ijs.rt OL + LL. DL + ST • - ((j.. if Chosen) AISC Formula Hf • 1 AISC Formula H1 •2 AISC Formula H I - 3 0.3796 0.3796 0.3977 XX Axis : Fa calc'd per 1.5 -1, K'Ur < Cc YY Axis : Fa calc'd per 1.5.1, K•Ur < Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F3.1I fb : xx Actual Fb:yy : Allow (F3.1I tb : yy Actual F'ey : DL +LL F'ox : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection 12,615 psi 49,458 psi 16,778 psi - 0.242In at Calculations are designed to AISC 9th Edition ASD and 1997 UeC Requirements Dead 11.83 ksi 0.90 ksi 23.76 ksi 7.21 ksl Steel Column t• FIX NU. 425 Ilb bib Title : Dsgnr: Description : Scope : 36.00 ksl X -X Sidosway : Rostrainod 1.330 Y -Y Sidesway : Restrained 29,000.00 ksi 15.000 ft 15.000 it Ecc. for X•X Axis Moments Ecc. for Y -Y Axis Moment! Analysis Values F'ox : DL-ILL 37,185 psi Cm:x DL+LL 1.00 Kxx Kyy Job 0 Date: 2:27PM, 10 MAR 00 winnt .r ?MA oaf! d3skto In in Hight , 1.000 k 10.000 ft k ft Livo DL + LL DL .. Short 0.00 ksl 11.83 ksi 0.00 ksi 0.90 ksi 0.00 ksi 0.00 ksi Cm:y DL+LL 0.60 Cm•x DLaLL-iST 1.00 Cm:y DL +LL +ST 0.60 8.200 It Max Y•Y Axis Deflection 23.76 ksi 7.21 ksl 15.74 ksi 0.90 ksi 31.60 ksi 10.76 ksl 23.76 ksl 0.00 ks1 23.76 ksl 31.60 ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Cb:x DL+LL 1.00 Cb:y DL +LL 1.75 Cb:x DL +LL +ST 1.00 Cb:y DL +LL +ST 1.75 0.000 in at 0.000 It r. uy Page 1 nu- rock rr-w: 1.000 1.000 RECEIVED CITY OF TUKWILA MAR 1 7 2000 I, oo7 PERMIT CENTS . Z W 6 J U. U O CO t7 CO ILI J H CO I W O } g J u- _ co I W Z �. I- O Z F- DJ la 0 O - 1- . W W. 2 I- H O . .. Z. W O i ~ •Z Witt-1O fluty 1e;5C rlt l,U C1YU1IYCCM1nki CO Engineering 111 Main Street, Ste 106 Edmonds, WA 95020 425-778-8500 nw sloxa ulrr xw nw3330. Var a 13.22 Jun•I9a), w1032 re)1903499 rnu,CA.0 Description Depth Width Thickness 6x9 RUG RACK [Section Properties TS8X4X1 /4 8.00 in 4.000 in 0.250 in Weight Area rt1A 11U. 4C5 1 QS bbib r. Lu Title : Dsgnr: Description : Scope: Steel Column 18.99 OM 5.501n2 C: Job Date: 2:27PM, 10 MAR 00 Pogo 2 winnt lrnfi •.tnIf a0:kto• nI rock.rx;w l•xx 45.101n4 I -yy 15.30 in4 S•xx 11.275 in3 S•yy 7.6501n3 r•xx 2.840 in r yy 1.8541n RECEIVED CITY OF TUKWILA MAR 5 7 2000 PERMIT CENTLFP 0 a Z . 1 F— W U O coo . W = J I— W 0. g u- H =. Z 1— I— 0` Z 11J w U 0 '0 co' 0 1- •W IS • U. I S ii i Z 0 Z MAR -13 -2000 MON 12 :53 PM UU hNU1NhhR1NG CG Engineering 111 Main Street, Ste 106 Edmonds, WA 98020 425-778-8500 na, 510300 us: Kw rrr11330 vorS.13.t2•f„ .ton. w .+32 re) :903.c* Enrrx. A& iiIIMINWALMIVAllarataanin . - Description 6x9 RUG RACK BEAM Center Span Loft Cant. Right Cant Lu : Unbracod Length Point Loads n 1 Dead Load Live Load Short Term Location Summary Depth Width Thickness Area Moment fb : Bonding Stress fb /Fb Shear fv : Shear Sues: fv /Fv [Force & Stress Summary Max. M+ Max. M• Max. M @ Left Max. M Right Shear 0 Left 'Shear ® Right Contor Deft. Loft Cant Deft Right Cant Deft ...Query Deft WT Reaction 0 Left Reaction 0 Rt Fa caic'd per 1.5 -2, Section Properties 1.083 in 0.000 in 0.000 in 92 2.033 -2.033 -1.000 0.250 10.000 10.000 1.03 -0 96 K'Ur > Cc TS8X4X 1 /4 8.000 in 4.000 in 0.250 in 0.00 It 0.00 ft 15.00 ft 0.555: 1 1.030 k 0.258 ksi 0.013 : 1 0.675 0.000 0.000 0.000 ft 0.000 1.03 -0.56 Weight I -xx 1 -yy S -xx 5.59 in2 S -yy Title t Dsgnr: Description Scope: Steel Beam Design General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requiremen ts Steel Section :.TS8X4X1 /4 Fy 36.00 ksl Pinned - Pinned Load Duration Factor 1,33 25.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000 0kr,i LL & ST Act Together Jr 3 $ 4 Using: TSOX4X1 /4 section, Span _ 25.00ft, Fy = 36.0ksl End Fixity = Pinned-Pinned, Lu = 15.00ft, LDP = 1.330 Actual Allowat/je_ 16.469 k -ft 29.692 k -ft 17.528 ksi 31.601 ksi 38.304 k 19.152 ksi 4 5 «•- These columns are Dead +Live Load placed as noted ••» DL LL LLi•ST LL LL+ST Ma& Only @tenter 0 Center 0 Cants 0 Cant 16.47 k -tt 0.21 0.09 k -tt •10.47 -16.47 k -ft k -tt k -ft 1.03 k 1.03 0.43 k 0.96 k 0.56 0.96 k 0.000 0.000 0.000 0.000 1.053 0.000 0.000 l'AX NU, 46 l(8 5536 P. 11 0.000 0.43 -0.96 19.99 #/ft 45.10 In4 15.30 ln4 11.275 In3 7.650 1n3 Page 1 C' winnt rofuos ■toff 10.kto nr rOCk.oew 11 0 Beam OK Short Torm Load Case Governs Stress Max. Deflection Length /DL Defl Length/(DL +LL Defl) 0.000 0.000 0.000 0.000 r -xx r Job if Date: 2:27PM, 10 MAR 00 $ 7 k k k ft 0.000 in 0.000 In 0.000 in 0.000 In k k 1,083 In 444.2: 1 277.0: 1 Avomemanealmoseseeel 2.840 in 1.654 in RECEIVED CIY Y OFTUKIMLA MAR 1 7 2000 PERMIT CENTEF 1 .001 Z W • ce J O 0 CO CI WI J F- W O LL N D 2 d 1 W. Z I- O W • U • O O N: WW I- -- U- 1 lll U N O Z I trim i rcuuu I'Iu i i C; 53 rfl Uu rir.t.K 1 NU F.AX NU. 425 ((8 5536 F 50 -15-2000 14:13 WILLIAM FOLK ASSOCIATES 4 r •; ' '1'i `,l S c ?f ES 1, _ l- MOUNTOO :'D1SP1_,A1 10, 14 E' 5cit WM Series wall - mounted ..dis • lal are for mounting to load be ring or 'reinforced walls only. '1'le • seicor4uit with your building Ert in r or architect before ordering. W en installed, one third of the ' . is supported by the hinge bar, tw le he remaining two thirds is tta sf Fred! to the pivot bar, which oi the floor. e1N VIM 69 with 10 to SO R 69 (1' *tins and braces. ; Un t ifeight: X9'10'1 ) Fin sh Color; Almond :DI I Y W IDTM air WM and 1031 displays) 1�i*IKvinotrl it;.�Taae! GNU 1110 101 ARMS 10' 15 20 25 30 135 . 40 45 So •H E9AfiWIDTH 75" 99' 5'4" i'3' 7'6 119; 10'0' 11'3' 176' .TO AL WIOT l T1•4' 127 13'10' 1$'1' 16•4' ; 177 18'10' 20' 21'4• IF NO E; Best 103.8 Series floor -to- ceU ng mounted displays are used wh n ou do not have an gy • tiat load beating wale, but wis t use a wall mount - type Ois is See the section on ins nation specifications and plans on page 17 for ad • tloitat details on dimensions. spa e rtqulieruenu, and other o• ons and information. G• 9 103.3 SERIES OOii•TC- CF1LING MOUNTED .D15'L' Y i N'0,N LOAD B PINC W)IL4.. , MedelA v o3- z w'Ih 10 to 50 R 69 (1') arms and braces. : • Amt Height: 9i1071 Finish Color: Almond Optional Rug crsgs: WW -95 rreih•styie for shapedrug� cal be mixed or substituted. Priced separately. K11ps: Befit 111 :on 8t 69 ann. Beit +►2 oh WW•95 wing. Sold separately See page 16. • • )<, Optional R g'*ings: WW•95 mesh - style for shsped rugs cart be mixed or subrtituted Priced separately. KUps: Bcsk A R 69 arm. Best 42W an W•95 wing. Sold separaireiy±; See page 16. E din 1r = -1 -1 • Mleritem �C � I w • ,• ,� :� \• 1400 4 ES • J DZOO� 08S Laid Ocarina W$11 Mingo pr P. 12 'ri - 15 j2 o � dtsplay systems ReoelvED CITY OF TUKW1lA MAR 1 7 2000 PERMIT C "tE NTEE i I. OIC z w rr 2 00 W = J �. CO w 0 ga H w Z H 1- O w ~ w U O oI w W U. 1 6 Lis z 0= O z I'IHK - 1 J - 0000 CIUN IC; b4 111 vi U 1 N1:1:.N 1 NU ,-� i i i 1 • LA ;R.+�C.AL ANAGYSts -) .12, x9 ; On1 ° SB►e.sES ∎••% 41. ti 2•1•61( I 13on Marche Furniture Gallery N CG Engineering 111 Main Street, Suite 106, Edmonds, WA 95020 Altm tJErGNr =. 'C2rsP)(I2.') s '431 i ro 7.1 tit 2 I I 00 /6i FGl& ) 4144."••,; ) (7') 15'1: a i4. FT I (c.L PAI LJLV....J 'Cc►tkr1 ' fit OF ;la a ev et un0S : • i t•AX NU. 4Cb i id bbdb V; 13 S 't vv L• w�1 ), H . 13y:, ;JO Chkdc ' T = 21.1 or 55 ° c6.41 1� 1+ - zco," sr. .1ts = I5'.1 Date: Date: ' /to io Sheet 1.011 RECEIVED CITY OF TUKWIIA MAR 1 7 z00t1 PERMIT CENTEF+ Job Nip.. 00015.10, Z W g . JU v O? N a W UJ • LL J W O ▪ Q H = z o : Z !— uj U O 0 I— W H U. LL E ll O~ t It1rt I J - 0000 I'iu i 1C;0 rn'I ulr CIYU l 1ILLK i Nlr Ca Engineering 111 Main Street, Ste 106 Edmonds, WA 98020 425 -778 -8500 rvr: sumo N un INYV.1113 vvr D 13. 224" rrn. WW2 (r.)IlUJ Al r, Description General Information Steel Section Loads Column Height 15.000 ft End Fixity Pin -Put Live & Short Term Loads Combined Fb :xx : Allow [F3.11 ib : xx Actual Fb:yy : Allow (F3.11 lb : yy Actual [Analysis Values t m,...4 _ _ urz •.,p ryC ,,.R.TTCT te a /n.• F'ex : DL +LL 61,552 psi Fey : DL +LL F'ex : DL +LL +ST F'oy : DL +LL +ST Max X -X Axis Deflection 12x9 RUG RACK • TSI OXBX5 /1 a 27,821 psi 81,864 psi 37,002 psi -0.280 In at Scope: Steel Column Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Fy Duration Factor Elastic Modulus X -X Unbracod Y•Y Unbraced - • 46iG�:. Y•- .J..D:..rf6L�."lii'iC.CJJi:. rti�er •�.� .....3jitrf •t.....�.��..QrL. Axial Load... Dead Load 10.80 k Live Load k Short Term Load k Point lateral Loads... DL LL Along Y -Y (strong axis moments) 7.600 Along X -X (y moments ) S� UIiT�� n- • • rr. +..e. +rnls►ne r+gr rc •4. Section : TS10X66X5/16, Height = 15.001t, Axial Loads: DL = Unbraccd Lengths: X -X = 15.00ft, Y•Y = 15.001% Combined Stress Ratios Dead Live DL + LL AISC Formula HI • 1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.5835 0.5835 XX Axis : Fa calc'd per 1.5 -1, K'L/r < Cc YY Axis : Fa calc'd per 1.5.1, K'Ur < Cc .- Stresses Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 23.76 ksi 0.00 ksi 12.16 ksi 0.00 ksl 23.76 ksi 0.00 ksl 0.00 ksi 0.00 ksi Column Design OK 10.80, LL = 0.00. ST = 0.00k. Ecc. = 0.000in Allowable & Actual Stresses lad Livo DL + Ll,,_ DL + Shq_rl_ Fa : Allowable 16.09 ksl 0.00 ksi 16.09 ksi 21.40 ksi fa : Actual 1.15 ksi 0.00 ksi 1.15 ksi 1.15 ksi Cm:x DL +LL 1.00 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 1.00 Cm:y DL +LL.ST 0.60 8.200 ft Max Y -Y Axis Deflection t•Hl NU. 4C5 ( td bb.b P. 14 Title : Dsgnr: Description : 38.00 ksi 1.330 29,000.00 ksi 15.000 ft 15.000 ft C: w(n S7 2.100 k k X -X Sldosway : Y•Y Sidesway : Kxx Kyy 23.76 ksi 12.16 ksi 23.76 ksi 0.00 ksi Job II Date: 2:32PM, 10 MAR 00 Page 1 '. woos st ff rtask Its (Li . enck qew in in Height • 10.000 ft ft DL + ST + ILL It Chosen) 0.5451 Cb:y DL+ LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at 31.60 ksl 15,52 ksi 31.60 ksi Rostrained Rostrained 0.00 ksi 1.000 1.000 Cb:x DL +LL 1.00 1.75 1.00 1.75 0.000 ft RECEIVED CITY OF TUKWILA MAR 1 7 2000 PERMIT Ctr1414 I ttttt- 10 - e000 NUN '&04 54 rfl UU ENU l NUA l NU CG Engineering 111 Main Street, Ste 106 Edmonds, WA 98020 425 - 778.8500 pnv: eW:1e0 U:or 0.W0401 3O. YVr Si ). Yn•Jun• trig. Wn32 (c) 1901.99 Nru: H.0 • _naa4 -7 ID Li S! "'L' -- Description 12x9 RUG RACK [Section Properties TS10X6X5/16 Depth Width Thickness FAX NU. 425 778 5536 P. 15 10.00 in 6.000 in 0.313 In Weight Area Title : Dsgnr: Description : Scope: Steel Column 31.79 it /ft 9.36 in2 I -xx l'YY S -xx S -yy r•xx r -yy Job 0 Date: 2:32PM, 10 MAR 00 Page 2 C: 4iI1V1 • rohlo Sint} f(ptktn r! 1 r r tt pr w, 125.001n4 56.50 1114 25.000 in3 18.833 in3 3.654In 2.457 in RECEIVED CITY OF TUKWILA MAR 1 7 2000 PERMIT CENTER r , o13 I tnr< t 3 I'IUN l L ; 50 t'1'i UU LNUiNttKINU CG Engineering 111 Main Street, Ste 106 Edmonds, WA 98020 425.778 -8500 L ath. 310.3(11 Umr. 0.00)1,)0, vet 313.2."JUhlari, wt,32 assamatamtiazatiour lc) I' nt:W tntr,C.A^ Description General Information " 1G+::r Center Span Loft Cant. Rigttt Cant Lu : Unbraced Length [Point Loads Moment Ib : Bending Stress lb /Fb Shear lv : Shear Suess tv /Fv Force & Summary 12x9 RUG RACK BEAM Shear la Left 3.36 k Shear 0 Right 3.41 k Reaction 0 Left 3.36 Reaction 0 Rt •3.41 Fa calc'd per 1.5.2, K'.& a Cc Section Properties Depth Width Thickness Area 0.850 : 1 3.407 k 0.545 ksi 0.038 : 1 TS10X6X5 /16 10.000 In 6.000In 1 -xx 0.3131n I -yy S -xx 9.36 in2 S -yy Title : Dsgnr: Description : Scope: Steel Seam Design 0.00 ft LL 8 ST Act Together 0.00 ft 15.00 ft Using: TS10XOX5 /16 section, Span = 25.00tt, Fy = 36.0ksi End Fixity = Pinned- Pinned, Lu a 15.00tt, LDF = 1.330 Actual Allowably... 42.070 k -ft 49.500 k -it 20.196 ksi 23.760 ksi 45.000 k 14.400 ksl h Ax NU, 425 778 5536 P. 16 C: wlnnt Calculations are designed to AISC 9th Edition ASO and 1997 UDC Requirements Steel Section : TS10X6X5 /16 36 ks1 Pinned - Pinned Load Duration Factor 1 33 25.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksl Il l ff 2 It 3 ff4 It s It n7 Dead Load 7.600 •7,600 Livo Load Short Tcrm -2.100 Location 0,250 10.000 10.000 Summary 56.50 in4 25.000 in3 18.833 in3 Beam OK Static Load Case Governs Stress Max. Deflection Longth/DL Dell Length/(DL +LL Dell) Job it Date: 2:32PM, 10 MAR 00 Page 1 gidn5 Staff de .,kt' nl rncK.cCw «- These columns are Dead 4- Livo Load placed as noted - -» DL IL LL +ST LL LL+ST axIinum Only ® Center `+tr Center 6 Cants a Cants Max. M + 54.68 k -ft 0.67 0.42 k -ft Max. M • •42.08 - 54.66 k -ft Max. M 0 Lett k -It Max. M 0 Right k -ft 3.36 2.10 k 2.57 3.41 k Center Dell. 1.315 in 1.006 0.000 1.315 0.000 0.000 in Left Cant Doll 0.000 in 0.000 0.000 0.000 0.000 0.000 In Right Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Doll 0 0.000 ft 0.000 0.000 0.000 0.000 0.000 in 3.36 2.10 -2.57 -3.41 k k k k ft 1.315 in 298.4: 1 228.2 : 1 Weight 31.79 u/tt r•xx 3 654 in 125.00 in4 r-yy 2.457 in 1 RECEIVED CITY OF TUKWILA BAR 1 7 2000 PERMIT CElvl I. t)ry z 1=- Z re 6 U O V) C . • w J = f W O 2 < = d I- _ Z � H O W ~ U � 0 01- W W. I- I-- L 0 • Z W O ~ Z } 1 i►nn - 0000 HUN 1C;05 rn V0 tnuinttK1NU I • • • LZIZZE660EI •0N KV3 • • • oe f. HA NU. 4Lb 1 W bb36 P. 17 • H .21 1 r3 A s Z P 6, o,- 4k44- f1¢m 1 '' 17 ` • ` 1 ) �ST RE EIVED : : OHoS i 1538 H not LN 66; O 1 1i11 0 TUKWlLA z W : �U U O ma: co W u.: W O: 2 ,AA u. Q' Ir w. 1.-O. wW .2 5. U� O S, w . I- V. y 0 Z. ry. 0 1_ V) C II I I.i MAR 1 7 2000 PERMIT CENTER I . 0/S HMK NUN 1C:b rn UU ENUINEEKINU . • • . ; • 1 600 . . ; (Anse- (0.w-ss 17-% si::ttsts wogs. r cose.) . ; . i . g2( ..17i71 • • , L.3 Lz- (s.2.1 (i.zs-') 9 9 i1,,,,—, /c -=: (s'....11.:4. kr) (12.") ! I . .. (0.‘.) I . ; • i - , , ' . 1 • i i . >-... ' , , I t4SE Ts Li xi it 1 /110• 5 i . • . 3 ; ) I .......s..........,....._,_„_....--,.._-i,-........--.1..--,..---,....---:( ' ! 1 ; - • • • ! : . I. • er. 0'. Z. i 7 'I ut I ; Bon Marche,Purniture Gallery CG Engineering . . 111 Main Street. Suite 106, Edmonds, WA 9S020 .5•••••••••, S.1 Ft I FA ft X NO. NO. 425 778 5536 • , . I 3.. 3 ' I ' 4 3' Chic& By: • JO ' P. 18 Date: . Date: Sob No.. Receititt.10. Sheet gITY OF TOKWILA MAR 1 2000 PERMIT CENTER 2 11I uJ 00 coo cow co 0 • g 7.1 < I a . I- ILI -,, Lu I- 0 Z uj Cy C.) 0 — .0 I- u l X I- P. LL 0' jr- 0 I z nuN le;00 ru W CNUINUAINU 1 ; 5 lodooINg! 2 s ; 5 ro ico.i, es a ac.u.s : ON c It ; 6 ' Qp' t. ll-L ! I RI! = II. 0 I Cc, = • 0: 3 3 ( 2.0 "1 6' '5 II SS.) !ti E Sor 5; Y or. ! 1.0 ( mon, -• IE. $4 e. •-..1 T 1 AL il . E 4. r Lt. r v '') .. i rf . . h 0 17 I u ' , . . ... . . 1 I h r = 261 I . i ( te.i.u.s.p. IOC% f0Tet. t Bon Marche Furniture Gallery CG Engineering Ill'Main Streer, Suite 106, Edmunds, WA 9S020 hflA NU. ileb 118 5536 P. 19 . 1 : I .. • 1 . i . ' Fp = .. A p C.I. 3: p Rf ! ( 1 -4- ) Id p = .C!.L i 5 hr ! • c / Fot 4a. e , 0...v.f 1Z. Z I . CO /4- . .• fox. 9 1S. H' 1 ‘ 6. I. 14 " • 0, 91, o 'I • . . ; retce 1..otmiev p4 G t 1 4.-11 t‘?414 Loolo ei ce. r pf tete C Chkd: Ry: ,J • -1 • 1 Datc: Datc: Job Nu. 00015.10. SheiR ACGOAFII CITY OF TUKWILA MAR 17 2 000 PERMIT CENTE z 00 co 0 cow —J CO u; w 0. g 1. u D (1) a I , . -0 • z 111 ui 2 m: 0 1— ILI a 11. 6 Z: W 0 /— I ►tit. l J - 000U NUN l e i t rn VU tN l iYKt.K 1 NU • • C..9Nl r l?Tt 0 S 1 1 l hH?S NU. 425 778 5536 P. 20 • � 1 1 1 � t . 1 ••_ � . Ca L,,,, vil nl P .HnK ... ndl, ,R,(r f.nSE p�r A ..6 • TS100 �0 'Io !,K 5,y Fi : I(, ' > tIL'- 1.3 ;,F1 ! 5 FT tS te><b 6" 2 ssL to "x •4" -'0.1� f.i 2.I t ry TS 9A 5.03 2.5 hJ ' 15 i 2.•1S t FT 1 ' - i Ts '6)1 :-..s-z-‘4. 1.3 Ft 18 °R 10 Z.o St:, .1 rs4+...1 . 1, /3.1 FrL i b x 10„ 1.$ F le : 1 . I 1 t I l . ..: v ... 1 • . • a '.a . A 1 1 ... 41..^1:101 r_emr2 GU ; .t 4 rl� tt 1 , 3.1 • RECEIVED CRY OF TUKWMLA MAR 1 7 2000 PERMIT CENTER 44 ' ;CT -06 -2000 FRI 12:23 PM C ENGINEERING facsimile transmittal z IT- re w2 To: 0 Gary Nielson Fax: 425- 898 -1627 -J 0 CO D Of: Vanguard to w J 0 u_ To: 0 Bill Rambo Fax: 206 -431 -3665 W O . Of: City of Tukwila g a co D To: 0 Fax: H W I. Z H: Of: 1• 0 z I - W From: Jennifer K Dennis Date: October 6, 2000 2 D. U0 N O i Re: DCM #2 Pages: (Including Cover) 2 0 t. W W, I- -' t' O OM Requested I1For Review 0 Please Comment ❑Please Reply ❑ Urgent z H z. O ~ z Notes: I hope that the attached will help you. If not, feel free to give me a call, and I will do whatll can to help. Thank you. Jennifer FAX NO. 425,778 5536 P. 01 CG Engineering PLLC • 111 Main Street, Suite 106 • Edmonds, WA 98020 : Telephone: 425 / 778 -8500 Facsimile: 425 / 778=5536 RECEIVED CITY OF TUKWILA OCT 0 6 2000 PERMIT CENTER i;)C00-- 0 OS- - 3CT -06 -2000 FRI 12:23 PM ENGINEERING - esign Construction, Memo Bon Marche Furniture Gallery Project Na 00015.10 DCM No. 2 To: ry Nilsen, Vanguard Construction From: eg A. Guillen, PE CC: II Polk, William Polk Associates, Robert Ebert, Bon Marche, Ray Cochran, City of Tukwila Date: tober 5, 2000 Gary, fi This me o requested by you is due to some questions raised by the City of Tukwila on their site observation. We have ndicated the three Items that differed from the contract drawings below. 1. On rot field visit on 9/5/00 we observed that attaching the 5 1/8" x 12" glu -lam beam to the existing 4 x 16 purls was difficult to achieve in the field. We allowed the contractor to substitute this connector with (2) m 5/8" iaeter lag bolts installed perpendicular to the glu -lam beam and at a skew to the existing 4 x 16 bea . Also the MEG 5 hangers were revised to hang lower by adding per field sketch on the site visit on 9/1I . 2. item two is regarding a skewed tube steel brace at grid C line 51.2. The south brace of the rack was skewed to the north to attach to the 6 x 8 beam. This is indicated in the attached field sketch and is acceptable. 3. In reference to the same field sketch mentioned above, the 6 x 8 beam in which the tube steel braces are attached was connected to the 4 x 16 purlins with two A35 connectors, This is acceptable. If you ha' a any questions, please call. RECEIVED CITY OF TUKWILA OCT 0 6 2000 PERMIT CENTER - 17)-coo - FAX NO. 425._778 5536 P. 02 '11 Main Street, Suite 105 Edmonds, WA 98020 Phone: 425.778.8500 Fax: 425.778.5536 ` h)NAt. ti.,. -N - ..,.....�.._- ..,,..,... ..�+ z z J U 00 � LL, w 2 g< I— III zp.- 1— 0 Z 1— w ui 2 o U 0 N. 0 � I— u ' z i N . H O z Materials Testing & Consulting, Inc. 777 Chrysler Drive, Suite A Burlington, WA 98233 Phone: (360) 755 -1990 F.X: (360) 755 -1980 (A? CLIENT: ATTN: ADDRESS: , k/.j' . Consulting, Inc. 3 MTC Materials Test ig & �� O �' �_ S 3 '' Report #F Q � �$ l7 �} C� PROJECT: ADDRESS: CITY: ENGINEER: ARCHITECT: CONTRACTOR: OWNER: PERMIT NO: I i t ,,.,,,, Time: 3 :00 I Temp: ' ° d , / 7 - - - a_ 62, .44_, er.__P ..uvia413.7. a i (.477 6-.34 ti l" ./i/.c /11'/', t / , , 4 0 . 2.,..c... 5 '6 7 ( e A e (/ i (A)---e-(2- 3 t.os-ei?...e ( 6 4_ .... , - X c ... r --- eE 6 " a. t- 0, U a...e.ic 'i .t_ c -Q . 6 _p/ ✓� 4.. A /e4At-1,( A,c)c / .) (et c'`_ ..c- -ec -'--cam -6..6-&z (,u 'Lee. (L d a A4,),..ii _:2� / _0_0(.1-4, Lc.. -t. .. '" ./ '' Li' L- c,t. �1-`-'G'L '- 7 /.ye C_ - , l p ✓ ` ) 4/„ f� / e-.6 t i�:�,4 ' 1 e' A (().'z _ r t . ul e C , e� 0..t.6-21- RECEIVED OCT 0 R 2000 PERMIT CENTER IN PE / — 4 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND 111TC We REPRODUCTION EXCEPT IN FULL,11'IT000T THE WRITTEN CONSENT OF 111TC, IS STRICTLY FORBIDDEN 1111 =om it Materials Testi:ig & Consulting, Inc. Materials Testing & Consulting, Inc. 777 Chrysler Drive, Suite A Burlington, WA 98233 Phone: (360) 755 -1990 FAX: (360) 755 -1980 CLIENT: ATTN: ADDRESS: Time: a Temp: I Y 1 U A5 (1 511"7 FILE NO: DATE: 4 — ao - PROJECT: TO n1 rvt Arc t -I r, ADDR i 2750 L x Yr(- Gv r1s, +' 'KH CITY: TO K ■n/ ( l_A ENGINEER: ARCHITECT: CONTRACTOR: OWNER: PERMIT NO: ?O U ISUA LL LT) 1 9 It t_ ) e \d 1 V\ C - 1%-)13r t,. S D ovN rmik C ALL t,JoiZ E' rk D( o( 1_,e yt wA, � .ec-Cac -vA -ol �. � r' ( 5.46 0 �NI A■n! = 70l� IUDs L)A5 Report #F 008194 --� ':.b/4 47 MX) STZtAXTde-1 t. 1 ASS l RECEIVED CITY OF TUKWILA OCT 0 6 2000 PERMIT CENTER ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND MTC REPRODUCTION EXCEPT IN FULL, WITHOUT 711E WRITTEN CONSENT OF I\ITC, IS STRICTLY FORBIDDEN November 16, 2000 Llifj Mr. Gary Nelson Vanguard Commercial 16541 Redmond Way, Suite 246 -C Redmond, WA. 98052 RE: The Bon Marche' Tukwilla, WA. South Center Mall Permit Number !: D2000 -085 Dear Mr. Nilsen: Materials Testing & Consulting, Inc. ( "MTC ") performed materials testing and special inspection on the above - referenced project. This letter is a statement declaring the actual work inspected was performed to the best of the inspector's knowledge in accordance with project plans, specifications, engineer revisions or approval and The Uniform Building Code. We accept responsibility only for the work we inspected where a report was generated. The following work, to the best of our knowledge, was performed in accordance with the project drawings and specifications and the Uniform Building Code: ♦ Epoxy ♦ Structural Steel & Welding If you have any questions please feel free to call us at (360) 755 -1990. Respectfully Submitted, MATERIALS TESTING & CONSULTING, INC. Niall P. Hackett Owner/Technical Director Materials Testing & Consulting, Inc. RECEIVED DEC 262000 COMMUNITY rJEV 1 OPMT:1\ .�) 777 Chrysler Drive, Suite A • Burlington, WA 98233 • (360) 755 -1990 • Fax 755 -1980 814 Lakeway Drive, #161 • Bellingham, WA 98226 • (360) 647 -6061 z z. w . � Jo 00 ND w= uio u. <. = W z � I- 0 z � w 0 o U o rzi 0 H. I - U . —o u i o� z ENGINEERING z Meru W UO To: Bill Polk - William Polk and Associates w x From: Greg Guillen w CO o w CC: Gary Nielson - Vanguard g m J Date: October 26, 2000 CO d Re: Bon Marche Z F 1- o z1- ru w The construction of the draft stop wall was not in accordance with the structural D o plans. The existing wall is acceptable if the following additions are made: o ( o.- 1. The diagonal brace was installed as a 20 gage, 3 W x 1 1/:' metal stud at = 0 8' -0" o.c. Because of inadequate capacity, a 20 gage, 6" x 1 W must be 1 ~ sintered to the back of the existing brace. Braces shall be connected with - z #8 screws © 12" o.c. staggered. c.) w i- _ -2. An additional 20 gage metal framing clip must be added at the connection z 1- of the diagonal brace to existing beam. The dip must have (4) -- 2" coarse screws into existing beam and (4) -#8 screws into diagonal brace. 3. A minimum of (7) - #8 screws must be provided as the connection between the diagonal brace and the connecting vertical member. 4. A 20 gage clip angle must be added to the connection at the top of the vertical member supporting the diagonal brace. The clip angle must be attached to the beam above with (4) - 2" coarse screws and attached to the vertical member with (4) - #8 screws. 111 Main Street, Suite 106 Edmonds, WA 99020 (425) 778.8500 c7) - o co-- 06 c RECEIVED CITY OF TUKWILA OCT 3 1 2000 PERMIT CENTER 1111.1v AW uu NOU 10 '00 12:16 £ J • NJ rr v i a..irR.. a i uAC rLrwv i1l1� G ENGINEERING Memo 000 070 r ran I U 74dOd71140d4 Tee Polk - WiBam Polk and Associates Prang Greg GuNlen CC; Gary Nielson • vanguard purls; November 10, 2000 Ids Bon Mamie Th000-o 85" CITY OP K,° ,A Nov 1 4 2000 PERMIT CENTER r.eeebe P.02 Fes! M j The oortstrucion of the draft stop waft was not in accordance with the structural playa. The galling wall is a cceptable if the fotowirg additions am made: 1. The diagonal brace wee installed as a 20 gage, 3 IV x 1 le metal stud at 8'-C' o.c. Because of inadequate espeoity, a 20 gage, x 1 W must be altered to the back at the existing brace. Braces shall be connected with #18 BMWs 4 12' o.c. staggered. 2. An addl urwi 2b gage metal framing dip must be added at the connection of the dlegonal brace to Waling beam. The clip must have (4) — 2'" coarse screws bib existing beam and (4) -Oa scows into diagonal brace. 3. A minimum of (7) - d8 screws must be provided as the oonriedion botwmen the diagonal brace and the connecting verism member. 4. A 20 gaga alp we must be added to theconneclion aittte top otthe vertical member supporting the diagonal blues at 8'-Cr OC. The dip angle must be attached to the beam above with (4) --r come screws and attached to the vertical member with (4) • t18 screws. The track of the lire wail shaft be attached tote beam with 2" coarse screws at 24' OC. 111 lain,8im%9u toe Edam" WA SOON (V 778 TOTAL. P.02 PAGE. 02 ** TOTAL PAGE.02 ** z 1 w 00 co W J ' CO u. w 2 u- z � v-0 Z I- w U � O P- 1— w � U_ O W Z UN = o 1 z ACTIVITY NUMBER: D2000 -085 DATE: 7 -20 -2000 PROJECT NAME: THE BON MARCHE SITE ADDRESS: 17750 SOUTHCENTER PKY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: EIv X foltg Divisgn Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: �µ .. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural Incomplete n Not Applicable Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved I I Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator III DUE DATE: 7-25-2000 No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 8-22-00 Not Approved (attach comments) I I I DATE: DUE DATE Not Approved (attach comments) DATE: D uild D'v sion 1 Public Works ALA 4 - -rx� Complete Approved Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -085 DATE: 3 -17 -2000 PROJECT NAME: BON MARCHE HOME CENTER SITE ADDRESS: 17750 SOUTHCENTER PARKWAY XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: Comments: Incomplete APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions 1 Not Approved (attach comments) Approved with Conditions REVIEWER'S INITIALS: f revention c� Fire 1118 Planning I ivision AWL 34:1-00 14 6 - - Z l Structural I I Permit Coordinator DUE DATE:3-21 -2000 Not Applicable No further Review Required DUE DATE 4 -18 -2000 DATE: DATE: DUE DATE Not Approved (attach comments) DATE: Revision No. 1 Date Received Staff I Date Initials Issued Staff . Initials I I Summary of Revision: I Received By: Revision No. • Date Received Staff I Date Initials Issued • Staff Initials I I I Summary of Revision: I • Received By: Revision No. Date Received . I Staff I Initials Date I Staff Issued 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: . PROJECT NAME: Site Address: 11766 so Revision • No. I rte., �n�kr Pky - -- REVISION LOG Date Received _J_0- D0 •CV SC Staff Initials wER 4- a tistmummliirlemint Summary of Revision: PERM1 ; 0:.. 2000 - 0. 95 Original Issue Date: H -00 Date Issued - 25— vht eceived By: ' - erG �, • (please print) (please print) (please print) (please print) (please print) - Staff Initials z ~ LY J 0 00 W co J I I'— ui 0 u. ? N = Z �.. 1— 0 w 2 o C.) 0 - 0- =w H.. 9 - - O z U = 0 F- Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: 7/7-6/ ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # g Revision # f alter Permit is Issued Project Name: ///6 Project Address: -51) /2 i4/_14 Contact Person: /49/=* ,e7 Summary of Revision: - c.(/4G -�� 7lopciS /J.o/, l ezize (I2,e7 i,-7S7c�A Sheet Number(s): G /, / ' 1 .- ) / i /— y / y 1 � --` "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ` 1 1 WJ2( "Entered in Sierra on 7 -O - City of Tukwila Department of Community Development Plan Check/Permit Number: 77c7GY.6±,5 John W. Rants, Mayor Steve Lancaster, Director Phone Number(-6 ` //7,<7r‘-- S RECEIVED �u00 PERMIT CENTER 06/29/99 u qyat100 • Tukwtla, Washington 98188 • (206) 431-3670 • Far (206) 431-3665 +tM s�i!uwa+evr nP � >F„ g .V.P."i «:,eT+w!�e *' "+"n tnter' '4.,."nrMr"=a..'%x+'"Vi k+!5t!!TaM+V At7?H.11" +c " a • n � J U UO . co w w O 2 uQ w z ZO U� O - 0 H la 'Li LL LU — I O z Fire Department Review Control #D2000 -085 (512) Re: Bon Marche Home Center - 17750 Southcenter Parkway Dear Sir: City of Tukwila r+ � �{ M'I TMt• ��+ K N! lnM�tY�'.' �1' 1�1!+.' M! HI ..n.itnHSf..'llNnY•- ��'eM'>RK.P .>4'!F'4ITf")-�� March 21, 2000 Steveri M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 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) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z w 0O Co co I J F .. . N LL W O . J co � z � F-- O Z F- w Lu U O N 0 I- W W, v � .. z w O z City of Tukwila Fire Department Thomas R Keefe, Fire Chief Page number 2 Steven M. Mullet, Mayor 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) 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 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 electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. 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, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 ,"141014, 'Avvrero City of Tukwila Fire Department Thomas .1 Keefe, Fire Chief Page number 3 altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 5 The Tukwila Fire Prev Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 V ?r1Y`?;M Steven M. Mullet, Mayor z 2 00 coo, J • LL W O, u. Q, I- W zp.- I- O. z I L I III 2 o co U :0 — 1- Ww I --. W 5 _ z. iu O z AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING AFFCONT 1/13/00 CITY OF TIrV ►LA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. T)A V l Q M VA 12-o N , states as follows: 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. • - - _ e - - : - - - - - - • _ ' • ' ■ iia .of-my-compliance with- this - requirement, I hereby attest - - . • : - - - •• • 111 • •• • _ - • : • r firemen o - W 18.27.090, I c: - - - ' - - - ' • •' pt under No. Q2r and e y a regitTerarcuntraeter,.pui I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. U"• AP ICANT Signed and sworn to befor me this H -4 17 day of NOTARY PUBLI n and for the State of Washington, ,20 OcD residing at �/ County. My commission expires: , 7 - e z ~ W 00 J U. w g Q . i d F . w z � z I- w w U 0 E w o w z U o� z 18.27.090 Exemptions. This chapter sh -'l not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 V7Aptt'.'PRi+IfR"a. ?;:;fY ?�i of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption, prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 0 1. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. ,S7zaM, 'S: tyVTIM :21 7heBON1MAI?(llt SOUTHCENTER FURNITURE GALLERY EXPANSION 17750 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 -3722 NOTES GENERAL ALL CONSTRICTIRJ SHALL... INN TN RUC.. CODES (LATEST EDEN. NPOPoT swum. CODE NATKNA. ELECRICAL CODE WIFOAI NPE CODE BELEM 9 WFOPoI MECHANICAL CODE AND LOCAL CODES AD ORDNANCE 01.4 ARE MOTE snar Ni. 2. CGNIRACTOR3 SHALL NSFECT 517E AND VERIFY ALL CONDRIOK AND DE59610N5 BEFORE MARTIN WM DO NOT SCALE DRAW.. 1VE CONTRACTOR SHALL ICE DREN51W0 SHORN ON THE DNER. AID ACTUAL FELD MEAW3EMETRE NOTIFY STORE FLANNG F ANY DISCREPANCIES ARE FOUR. 3. CONTRACTOR'S DUTIES SHALL NCLLDE: A PROWDE AND PAY FOR LABOR. MWTERI4l5, AND EQUIPMENT. 2. TOOLS AND MANNERY. 07HER Fact.. AD SERVICES NECESSARY FOR PROPER EECTM. AND COMP.. CC THE WAX BIDER THIS CONTRA=CT. B. SEM. AND PAY FOR ALL FERMIN LICENSES AND R.. C. PAY ALL REOURD TAXES AND LABOR D. GIVE WET. NOTICE 6 CHAI . OR NBSTNMOC N ADVANCE FOR APPROVAL E ALL DESIGN CHANGES TO BE APPROVED BY STORE PLANNG UDRC WTHGIT.WWTENAPPROV MAT EE AS TO BE CHANGED dT N EJTEN3E TO 11£ 4. NEER. CONTRACTOR IS RESPONSIBLE FOR THE PROPER COOPDNATINI CF WORK OF ALL TRADES AND iO INSOLE THAT ALL FLOCRNG, BALLS, O EN., LIGHTN6, 05115,YSULLES, WW1... CONDUITS, AID PIPING ARE FRONDED FOR AND PROPERLY MULLED AND FROPERY LOCATED. WENEVER FEASIBLE, CONCEAL ALL ELECTRICAL AND MECHANICAL ITEMS N NEW CNISTR1CTIQ1 COORDINATE AL .7/ [OED MIS WTH STORE PLANING. 6. VERIFY DEPTH AND LOCATIONS CF EXISTIYa FRAM. F%MDE ADDRILlW- BLOIXIN( AS REWIRED. PATCH AND REPAIR UM TO MATCH ENTNE ADJACENT SURFACES. PATCH ALL SURFACES DAMNED CR DIFI FED BY WORK BEER NHS CINTRAOT: INCLUDING HOLES LEFT BY FE REMOVAL CC ENE. 1705 OR EMINENT. FN. ALL ETFdSED SURFACES. 1 WERE WALLS ARE NOTED TO BE REMOVED, PATCH ALL ADJACENT FWFAGES, • WALLS, CEILIG, AND FLOORS AS F EO AIRED PER MEW FAffOILE. 6 • CONTRACTOR TO PRUDE DUST BA ER DARNS DEMO TIGN AND CCNSTRICTRl 9 CONTRACTOR IS fFSPJNENE FCR TE DALY CLEAR Lip AND RE MOYALOF DEBRIS BEFORE LEAL. JOB SEE. • E. cginuOTORS Aff TO &EMIT LAS-&I117 DRAW.. OF ALL MODRCATIGNS TO WAG. MECHANICAL, ELECTRICAL, 01RP1 AND PARTTOC TO TE BON MAR. STORE P.M. DEPARTMENT RIPON CCMFLETICN CF THIS JOB. IL CONTRACTOR TO FRONDEAN THREE SAMPLES CF EACH PANT AND FN. MATERA .SAS AS SPECIFIED. ALL SAMPLES TO BE REVERED AND APPROVED BY STORE PLANING. 12. ALL CONTRACTORS TO COMPLY 0714 THE BON MARINE SECURITY POLICES MANDATORY CLEANING REQUIREMENTS I. THE CONTRACTOR IS RESPONSIBLE TO YJNTAN TE CLEANEST POSSIBLE JOB SITE 2. DUST BARREN ARE TO BE PROVIDED DUN* DEMOLITION /ND CCNSTRNC710N 3. THE JOBEISTOESLLEPT4VD OR YAWNED AT THE END OF EACH WORK SHIFT BY EACH SIT TRADE 15 B ADDITION TO ALL PLLES O DI SCARDED I TELDNG MATERI.YS. DEBRIS AND .151514, ETC, AZ A BE F£190YED FFY/M THE B1E DAILY. 4. VA0 11 SANDERS ARE TO BE USED W ° .FEETROOK UDR: 5. A CLEAN JOB SUE IS A SERI. ISSIE'.N A DEPART.. SIC. A OCNTRACTOiS OPPORN- ;TOBI 'an WJRCWTHTEBO4MAS4EHALL BENJ''"Y ETHE LETTER AND iHl9 FEWIFFMENi lS NOT ADHE TO. B OEMS SPECIFIED ON TIES FROECT SHALL BE O D WINN TWO IEESOF THE • BID AWARD TO MEET CNSTRDTION SGFDWES. ANY EIFENE DUE TO UNTIMELY DELAYS AND SELECTION CC ALTERNATES SHALL NOT EE TO THE GOER H. ALL DESIGN CHANGES TO BE REVELLED AND APPROVED BY STORE PLAN. ANY WORE PERFORMED 11371.100 APPROVAL MAY EE ASKED TO BE CHANGED AT NO ENENSE TO OWE,¢ E. THE 347EM CF TIE DRAVIIG5IS TO SNOW GENERAL STILE 6 THE YIOR' METNODE AND MA N, TOBE WIN IN 9, SPECIFIC TN MN,. TO CURER AREA. VICINITY MAP ED NORTH // \\ NORTH KEY PLAN /SCOPE OF WORK THE PARKWAY SUPERCENTER AREA OF WORK fI SCOPE OF WORK f • 1111111 MEN dillir Eno 11111111 LEGEND OF SYMBOLS Aft 6 :DNORTIL ARROU m NATIONS SAE SHEET INTERIOR ELEVATIONS ROOM MARE: DOOR NA. 4 I WALL TYRE REVISION PROJECT DIRECTORY EWER( ARCHITECT: WILLIAM FOLK ASSOCIATES TENANT: THIRD AYE. N PINE ST NO POST ALLEY SEATTLE,. SRN SEATTLE WA 98101 CONTACT: RCBERT CONTACT: KENNETH GR NIS TEL: X204,1 WA . TEL': (206) 622-3443 FAX 006/ 506-T140 FAX:' (206/ 622-S031 STRUCTURAL CG E.NEERNG ELECTRLAL AE ASSOCIATES ENGNEER III MAN STREET 906 PINNER_ 110 POST ALLEY' EDMCNDS. LLN 98000 SEATTLE, WA 99101 CC. EDELEN : CONTACT: EWIARA DAVID TF1: (4251118 -8509 TEL: (1061 903-1900 FAX: NMI 118-5536 FAX (266/ -1901 NECHAN.AL MbcDONALDMILLER. EGINEER llT DETROIT SW SEATTLE, WA SNON -593 CONTACT: GREG NELSON TEL: L206/ -4@ FAX: 0067 165 -411 INDEX OF DRAWINGS 01 COVER SHEET ARLNITECTU 0 -1.1 CODE IFORIATION 1-0 PHA.. PLAN 1 -DI DEMOLITION P.N MERCHANDISE PLAN I •. TEL FLOOR COVERNG PLAN FLOOR COY.. DETAILS 20 EXTERIOR ELEVATIONS - INTERIOR ELEVATIONS - CANE.. PLAN, ELEVATIONS, SECTIONS, AND DETAILS - LOOSE FNIERES FLAW, ELEVATIONS, SECTIONS, AND DETAILS BJ MECHANICAL -1 FE ICAO M-IJ FIRE SP ENLER PLAT P -1 - = INS - AN ELECTRICAL E0-1 LIGHTING PLAN 4 SCHEDULES EI -6 LIGHT. DETAILS .4 SCHEDU EI - ROLLER AND SIGNAL PLAN STRUCTURAL 5dD ES ES ADDITIONAL DRAW. NOIESPLAN AND DETAILS Q ADDITIONAL DRAW. FILE COPY I ;y DV4e �o Per,n14 N� 2- onn -OP h 1.1-41 REMOVED FROM CONTRACT REVISION NO, a1 92000 - 085 S EPARATE PERMIT �,_ - . s o FOR O GAS PIPING DI1V OF TUKWILA EVSIM 43 O(11Y 3,4 30C 7 4 2909 c RECEIVED cmoFTUlcwMU. JUL 20 2000 PEF1 TCENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7111 FLOOR SEATTLE, WA 98151 206 -506 -7201 YV POI K ASSOCIATES ARC W T8� AP�N�c,N^ ®AT6 TW.WHINe (PIMI 822 -e449 P,1Y (2Aa) ex�1- -8099 WJ ECIStERED 114 REVISIONS Fes!_ ) w J ".a a fl 0 W a 0 0 c lg M J 0 tt z x H W lL m Ill L 00 O LLI Ca m Ca 0 M '0, U FILE MAME. 3603 SCALE: AS NOTED DRAWN BY: KCO DATE 44 0 -1 CODE DATA NNN N xmlmmazt **N. ks.\:L\st 1 :1R k. IN1 N ' > 1 • NNS,Vkl, IIIIIIIIU KEY PLAN CODE DATA PROJECT TYPE: PROJECT DESCRIPTION: BUILDING DATA BUILDING CODE: BUILDING AREA: EXISTING NEW: TOTAL: BUILDING HEIGHT: NUMBER OF STORIES: TYPE OF CONSTRUCTION: BUILDING OCCUPANCY TYPE: ZONING CLASSIFICATION: OCCUPANCY LOAD: RETAIL: OFFICE: STORAGE: RESTROOMS: SERVICE: MECH./ELEC. ROOMS: TOTAL: ALLOWABLE AREAS: EXITING REQUIREMENTS PER TABLES 10 -A AND 10 -B EXITS REQUIRED/PROVIDED: EXITS WIDTH REQUIRED/PROVIDED: MAXIMUM TRAVEL DISTANCE: SPACES DIAGONAL DISTANCE: EXIT SEPARATION DISTANCE: TENANT IMPROVEMENT 1991 UBC 40,000 SQ. FL 1,000 SQ. FT. 41000 50. FT_ NO CHANGE 1(NO CHANGE) V - NONRATED : FULLY SPRINKLED TUC - DISTRICT PLUMBING FIXTURE REQUIREMENTS p2000 -OW TENANT IMPROVEMENT TO EXISTING 40,000 SO. FT. FLOOR AREA WITH ADDITION 0E1,000 ADDITIONAL SO. FT_, ALL WITHIN PRE APPROVED BUILDING ENVELOPE 40 ,000 50. FT o 1/30 1,333 115 SO. FT. 0 1/100 3000 SQ. FT. 0 1/300 10 ALL ACCESSORY NO ADDITIONAL LOAD 550 SQ. FT. 0 1/100 6, 200 SQ. FT. E 1/300 1 1,355 TENANT IMPROVEMENT 15 WITHIN PRE APPROVED BUILDING ENVELOPE WITH UNLIMITED ALLOWABLE AREA 2/5 212 " /288" 218' (ALLOWABLE PER 1004.25.1) 34T ITS' (ALLOWABLE PER 1004.2523) CITY Of TIIMO APPROVED APR 1 2 2000 AR !FAD PER TABLE A -29 -A OCCUPANT LOAD (40 ,000/200/ 200 MEN'S WATER CLOSETS REQUIRED/PROVIDED: 3/2 (W/ I URINAL PROVIDED) MEN'S URINALS REQUIRED/PROVIDED: 0/I WOMEN'S WATER CLOSETS REQUIRED /PROVIDED: 3/3 MEN'S LAVATORIES REQUIRED/PROVIDED: 2/2 WOMEN'S LAVATORIES REQUIRED /PROVIDED: 2/2 CRYDFTUI(VA RECENED IA MAR 1 1 ion PERMRCENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -508 -7201 WILLIAM POLK ASSOCIATES CFO , aiz-B. FAT ON1 ;os EGSTEREO 1 � + RCN P I STALE OF w/SxB�GTOx Y'§ R EVISIONS 441©'4444.4. J ▪ 0 s x W m = • M e CO co FILE MAME: 360 -1.1 SCALE: AS NOTED DRAWN MR NCO DATE 3/13/00 0 -1.1 O EXISTING ROOTS 0 cur M SLAB I ,PMOYED CUT N SLAB FOR ELECTRICAL—/ CONCUT.SEE El-EL EI-T FCR EMMY. ROM. DEMO ATE U .LS, CERNG, REMOVE ALL RUB EMPIRES, ALL ACCESSORIES__ EACH AS GRAB BATS, TOILET PAPER DISPBNSDRS, ALL FLOM COVERNGS, A O CAP AND ABA`DCTT ALL ELEC. AND FLIyMBRG LIBO PER E. I MEDI ORA.. REMOVE DABBED OM DOCK A O ALL ASSLCIAIED ACCESSORIES OJICN. AS ALL TRACKS, FRAME.... FREEMAN/ONO FE'AVE LCD BALL9,TTP= REMOVE IXISITG TRPI AND MOI OND,, TTP. REMOVE ALL ROOK COVE..5. PREPARE EXI5TPG SIIEBTRATE FOR SEE FLOOR COVERIG FLAN REMOVE LOD RA.LSITP. DE1OEMOVE PADTP. `PLaiFORM o ASFBD LIFE INDICATES WALL TO BE REMOVED, MIR UIY OT "i' „I•rAL I APPF?�'TIFI' �.I JUL 2,,4 R.IM , i RECENED CITYOFTUKWILA ' JUL 2 0 2000 99 PEHM RGENTER ( DEMOLITION PLAN $GALE: REVISIONS FILE BARE 360 -DI '.I SCALE: AS NOTED DRAWN BY: IU-( DATE- 1 3/13/00 O II REYAVE EXISTIG OM DOOR AND ALL ASOCIATED ACCESSORIES, DIGN AS ALL TRACKS, FRAM., CRAMS. nor 1 IIIIIIIIIIIIIIIII @ IIIIIIIIIIIIIIIIL i I - REMOVE WADER 4. DOI CID N BAB FOR ELECTRICAL CQDUITSEE ELECRC. B-T REMOVE MATERIAL SAMPLE RADA lerenE au- . PREPARE DORM 9PbTRATE FOR MO BOOR COVERT/NGS. SEE FICOR COVERT. FLAN FOR EX BEE DASIRD LNE INDICATES ITEMS TO BE REMOVED, TTP. J 0 0 0 THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206- 506 -7201 WILLIAM POLK ASSOCIATES AaemmcruR/rcemmTC �oxs TBSPEON9 (21B ffi-& I (Me).NY GIs T _ F , T �RCN FS FURNITURE 29603 RELOCATE NAi L'i.ZI LEATHER SAMPLE FIXTURE - - -- ■= • l EN 1M EMI 1 � P.RONDE SINGLE �FR -13 FS FURNITURE 3131.9 RRNITURE 1445.9 FLOOR COVERINC.S R: 60 0 60: 61'20 SF. FR: mm °X41 , .� F,R R::G RATPoR'c A`D ur DvsY L FURNITURE R: 32600 SF. 0: 30211 50. , mm ..T, ma F -603 I R'FR TO SHi. 9 -22 FOR CASH WRAP our. VI L P: 0 SF BEG 5,1o, REFER TO BHT.9- FOR BEDDINL pEPr SERI, ❑q ❑❑❑❑ FS FfIRNITURE REVISIONS FIL' NAME: REFER TO RE6PONSIBILITY 6CHEDULE AND PROJECT MANUA FOR �TRACTCR RESPONSIBILITIES ANp FUR iuER IV= CR'1ATiON 2. R EWIRED ACCE5518LE SPACING FNSi BE MAIn'TAIn'ED IN ALi AREAS WITH MOVEABLE FIXTURES, BENEEN GOLIIFMS AND IXTURES, AND AREAS WHERE FfR1ANENi DISPLAYS ARE NOi PROVIDED. 3- KEEP AISLE CLEAR FOR EXITING REWIREI'1 -- 44" MINIMllM CLEAR WIDTH WIRED. FN RAR IITURE 0T BON MARCHE NSUAL MERCHANDISING VVf vISUAL MERCHANDISE BY 0. MARCHE vISUAL MERCHANDISING- DEPT: _ FIXTUI E PLAN NOTES <E1' NOTES LEGEND Ii:DICATC.. .,EAS Ii.1i >= RIS?rER flnTUf.Y INN 1u ti M51#L 6G • NEW GTOCK G DLV �'.0 ..R ` ST C.K. .',I IEL VI4C BOOT DO^ fUri' IC.'E " l'OD IATIGP'_ NIG FIXTURE 15 NOT IN CONTRACT NEW LOOSE FIXTURE REFER TO SHT. 1 -23 FOR B RTHER INFORMATION. EXISTING LOOSE FIXTURE TO BE RELOCATED. NEW G ..,C'N DxtURI C AND TITG. 11._ - 0 D EC 0 9 FOR F'XTUr.E 6rEGIN , TION6: "ND DE ell' OF Inr" APFRDVED APR 1 2 2000 As NOR,0 cFMOI IG OR1910,4 S ECE NEC cm MAR 1 7 2000 CENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 - 506.7201 PATCX/REPAIR A5 RE CASH WRAREXG./ L 1FL -1 NICI p OE T 5, 0 WASHROOM FINISH® FURNITURE R: 32,500 &F. P: 30211 52F. LOW WALLS CUBE FIXTURE THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 - 506.7201 REVISIONS TO PER11i 3 -. -00 IL? NAME' ib' -_CMCI miinmmt SALES SUPPORT COUNTER 1■■■e .■■■■. PAS TELE cLO. A RIG RAIL AND VI- ON3 REMOVED A FW's RAIL AID MO0 REMOVED A RYr RAIL AND BLOGKN6 REMOVED WALL TYPE I SHEET 1 -42 - • CTED FLOOR COVERINSS R. RAIL AND BLOCKING REMOVED WALL TTPE HA REPLACE WALL TYPE EXISTNG COL WRAP J PATO4 WALL WHERE 45 WALLS HAVE BEEN REMOVED, Mr. PATCH WALL W4ERE 45 LOW WALLS HAVE BEEN REMOVED, TYP. PATCH WALL WHERE 45 WALL HAS BEEN ExISTIN3 COL. WRAP PATCH WALL WHERE 45 Lou, WALLS HAVE BEEN REMOVED, TYP. R1RITURE FURNITURE REVISIONS FILE NAM 36I -4 SCALE: AS NOTED DRAWN BY: KCS DATE: 3n3/00 1 -4 AA A SEE WA TYPE .1-42 I I A A I A N O . , 1 AND B REMOVED, DOOR NO.4 NOT REQUIRED DOOR' A DOOR N0. 5 NOT LONERED, DOOR NOB 3•-0" WIDE DOOR SCHEDULE TYPE NOTE: ALL DOGR HARDWARE TO BE ADA LOMPLIAYT. HARDUlARE SCHEDULE o'No. a DOORS REMARKS DOOR TYPE A 5C A FIG HG DOOR RM. REFER TO SIN 1 -2 REFER TO GE 1 -2 REFER TO SIT 1 -2 ERASE TYPE FRAME FINISH REFER TO .1 -3 REFER TO SIT 1 -2 WD. RISEER TO SHT 1 -2 HARDWARE SET DETAIL DESCRIPTION DESORPTION BEST LOOKS, SK SERIES: SDK- 0- N- E -K -STK -626 BEST LOOKS, 9K SERIES: 93K- 1- D- 15 -K -STK -626 REMARKS KEYLESS PASSAGE LOCFSET STOREROOM CYLINDRICAL LOCKSET 53 1541 li A L A E A A S A A L L A R E TPE 6 0 NO GYP. WALL BD. R ECI CEILING UNLESS RAMIN OT NG CR REQU BRACING IRED BY COD FRAMING TO O STOP NOTED NOTED STOP AT CEILING AND BRACIN ABOVE OORS A NO LOUVERED D 02000-05 O � TYPE DETAILS Alb CONSTRUCTION PLAN SCALE: RECENED CTTYOFTUkMW JUL 2 0 2000 PERMIT CENTER THE BON MARCHE STORE PLANNING THIRD 8, PINE, 7th FLOOR SEATTLE, WA 98181 206- 506 -7201 WILLIAM POLK ASSOCIATES TDdBOrg _ afino. EGSRERED W lass jIRCHI}i� STP1E � B YP. WAL FF BD. GEILI i 0' -0° A GYP, BOARD CEILING e 0' -0" AFF. FLOOR SUPPORIED� TOILET PARTITION, TTP. SEE DETAIL A -4,1 SOFFIT • T' -0" AFF. 4" SPLASH --- r- YI. T'Y GYP !f I a•- - -___ TILE SEE MIRROR \ \\ " SPLASH TILE SEE DETAIL A/1 -41 42" GRAB BAR 6" GRAB BAR 36 GRAB BAR 42" GRAB BAR SEE DETAIL 4/I -4,1 TILE GYP. WALL BD. CEILING o g' -0" AFF. FLOOR SUPPORTE D TY TOILET PARTITIONP. TILE SEE DETAIL AA -41 WALL BD. CEILING 0" AFF. DETAIL A/1 -41 SOFFIT J eYP. WALL BD. GEILI 4" SPLASH _ SEE DETAIL A/1 -4.1 SEE DETAIL A/I -4A/1-4.1 2" GRAB BAR 42° GRAB BAR 36 " GRAB BAR SEE DETAIL AA -4J G- FLOOR PPORTED T OILE -0 T ° P ION, IYP. l' O ELEVATION '� SCALE: � „ =r -m•. GYP. WALL BD, CEILING s L OOR AFF. F SUPPORTED ?OILER PARTITION, TYP. F LOOR SU PPOR T TOILET PARTITION TYP. GYP. WALL BD. CEILING • 0 -” AFF, FLOOR SUPPORTED TOILET PAR ITION, P, TOILET ACCESSORY SCHEDULE UN SURFACE - MOTED SOAP DISPENSER SINK MIRROR UN IRROIT RECESSED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE SURFACE - MOUNTED BABY CHANGE WIT RECESSED NAFKMRAMPON VENDOR 42" STAINLESS STEEL GRAB BAR SURFACE MOUNTED TOILET TISSUE DISPENSER 36" STAINLESS STEEL GRAB BAR SURFACE MOUNTED TOILET - SEAT -COVER DISPENSER PARTITION- MOUNTED SANITARY NAPKIN DISPOSAL SURFACE- MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER SINGLE - COMPARTMENT PARTITION- MOUNTED SANITARY NAPKIN DISPOSAL LAVATORY LAVATORY FAUCET WATER CLOSET WATER CLOSET WALL MIRROR UNIT TOILET PARTITIONS MANUFACTURE AND MODEL SCOTT MODEL • 9255 CUSTOM BOBRICK MODEL • B -3961 KOALA BEAR CARE BOBRICK MODEL • B -3500 BOBRICK MODEL 8 -6111 BOBRICK MODEL • 13-6806 SCOTT MODEL • 9561 BOBRICK MODEL • B -6806 SCOTT MODEL • 5571 BOBRICK MODEL • B -354 BOBRICK MODEL • B -2088 BOBRICK MODEL •154 KOHLER "CAXTON" •K -2211 KOHLER "CORALAIS" • K -65•2 KOHLER "FRESHMAN" • K -49ET KOHLER "HIGHCLIFF" • K -4369, KOHLER WELLCOI'ME 0 K -4350 BOBRICK MODEL • B -290 GLOBAL STEEL PRODUCTS, CORP. PROVIDED BY OJNER INSTALLED BY CONTRACTOR FRAMELESS J- STYLE, FIN TO FIN SURFACE MOUNTED, HORIZONTAL DESIGN SEE DETAIL 00-42 PROVIDED BY OLLNER, INSTALLED BY CONTRACTOR PROVIDE E D BY OLR R INSTALLED BY CONTRACTOR W/ LUSTRE SEAT KOHLER • K- 4610 -C W/ LUSTRE SEAT KOHLER • K- 4610 -C FLOOR SUPPORTED, T -0 H. OA. REUSE EXISTING JANITOR SINK FINISHES TBD BY BON WA WA - II WA -14 WOMEN'S ROOM T' -11 3/4° 13 3/ 0 -0" OPENING GYP, WALL BD. CEILING FLOOR SIJFPORTED-� TOILET PARTITION, TYP. JANITOR LOCATION CF Barron CF SCFFIT AT T-17 A, WFi& RS OCCU 6'-10" 13'-0 3/4" MEN'S ROOM SOFFIT • T-0" AFF. APR 12 7207 AS NOTED SEE DETAIL A4 -41 TILE 4" BACK SPLASH SINK UV DRAIN LINE VINYL GUARD, TYP, LIIMIWAPAIMPM RECEIVED CIIYDFTIMWIIA MAR 1 1 2007 PERMIT CENTER 44411 FILE NAME: 361 - 41 SCALE: AS NOTED ORAYM BY: KCG /0 DATE: 31130 <IKKI THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 208 - 508 -7201 W T� II J pT TN 1 OUK ASSOCIATES .Imwree/cwmwcNaays T®aeuonB (zoe) ezz -e•u u (zoel ea "ewl EL REVISIONS EXISTS. KRAUSE W4LL �IXISTINCa 2x4 LEILRG �1/ST MN. HAT- CHAWEL /— SUSPENDED GELLING • ' -0" AF WALL TYPE 1 ° F REPLACE5 D B 0 ;MRL S:iD WLLL SCALE: I" = I' -0" WALL TYPES BEDDING BLOCKING AND STRAPPING AS REQUIRED PAM PER ELEVATIONS CONY BOTTOM TRACK W/ DT POWER ACTUATED FASTEI.EFS I6' GC MAX FACE CF ME_ STUD 1 HAT- OM"fEL TO BE ALICE® t /8• MRL HAT - O ATNEL 24 00 WALL TYPE 1 SCALE: I" = I' -0" FNISH TO WY-0" AFF. STAIR 4• MTL STUDS K• OGWV MET GYP. WNLL BD.ON EACH SIDE METAL EDGES ON ALL EXPOSED TOP OF EXISTING CONC. STAIR ENCLOSURE WALL TYPE 13 W.T. 13 REMOVED FROM CONTRACT SCALE: P GRAB BAR SECTION B" MTL SND WALL REPLACES 6" ML 5 D WALL VOID SPACE CUNT. BOTTOM TRACK W 121 POSER ACTUATED FASTENERS OL. MAX. WALL TYPE 2 PNISH TO D' -0" AFF, SCALE: I" = I' -0" CCMTINIIQS DEFLECTION TRACK SUSPB.DED CEILIG ep' -0" AFF. BLOCKING AND STRAPPING AS REWIRED 2 Vi MR. STUD DP OD SSA GYP, NTERIOR WA L BOARD cour.. BOTTOM TRA 111/ 72 POWER ACTU ATED FASTENERS MALL BASE PER 6CHECULE BLOCKING AND STRAPPING AS REWIRED CONT. BOTTOM TRACK WU (22 FULLER ACTUATED FASTENERS 16" OL. MAX MIRROR SECTION WALL TYPE S SCALE: I" = 1' -0" FINISH TO m' -0" AFF. B14P]NDED CEILING •D• -0 6• MN. STIRS MET AL EDGES O GYP. WALL IA A METAL ALL EXPOSED COPIERS BLOCY.2G, BW G 5TR4�PING AS FECHII FLOOR COVERING b ' SMOOTH -FACED 0191 P AINT TO MATCH IXISTNG ',ERECTION TRACK AFF. CGMMUOVS DEJECTION TRACK BLOORG AND STRAPPNG AS REOIIF£D *RASH TO 10' -0" AFF SW/FENDED CEILING HELOT BLOCI0G,, BRIDGRG AND STRAPPPY. AS REQUIRED FLOOR COVERINGS COT. BOTTOFI TRACK WY l22 POSER ACTUATED FASTENERS 16' OL. MAX CONK. BOTTOM TRACK WI/ lL FOGA ACTUATED FASTENERS WALL TYPE 9 EXISTING CONE WALL 4' BATE. ABLATION PGA.2 x4 2 x 4 WO SLEEPERS, CEA. SEE 9 IATENT !L ■ l 26' -0° N- AFF. Id ) 11 MTL STUDS KA OD 'S 5/8' GYP. WALL BD. EAOI SIDE FETAL EDGES CN ALL EXPOSED CORERS,MD AD TAPE CCRERS- BEDDING /OFFICE SUSPENDED CEA G GP, AFF. r PAM. I ? ELEVAnOS GAY AMYL BASE RP. ! —FLOOR SPATEL FLOOR COYERS4 P1A4 WALL TYPE 3 3A BO &ISTM ' DE `FILING s''-p" AFF- S` E: I" = I'-0" WT.313 REPLACED BY EIT3, FY'SH , --� / ^' _I_ 000 -TO AFT :BEDDNG SLIDE V EX15T�, VVV � CEILRG EXTERIOR 4• ERICIK MATCH EXETPG PATEL PAITE21 EXTERIOR GQ+t EDr:OM TRACK WY/LPOWER IV OD MAX F IV OD M WALL TYPE 4 dJNtANIE REVEAL ACRIX6 PALE CF C -OLUMN BOTH SIDES WALL CAP DETAIL AND A —WALL GAP DETAIL AT LOW WALL Ai LC I -1- / SEE CW -21 SEE // GO AND TAPE CORNERS TYP. 31/2 MTL STUDS •K' Ub 5/8" GYP. BD. ON FINISH SIDE METAL EDGES ON ALL EXPOSED CORERS B` 1RAP N I G fEGURED FLOOR SYSTEM COI N.. DEFLECTION TRACK 4 BATT INSULATION 4 MIL STUD • K° OL. SEE STREAM L /8•G AL ON ALL EXPOSED CORERS. PAM PER ROAM FNIBH SO EOU1 E BLOCKNG. EIW g NE AND TRAFPNG AS REQ UIRED. Pr SHEATHRG VAPOR EARLIER WALL INTERIOR FLOOR ROOM YS F�NI9N ScEDULE PER NOTE NO GYP- WALT- ESD. ABOVE FINISHED CEILING UNLESS OREWUISE NOTED OR REQUIRED BY CODE. FRMONG TO STOP AT GEAR AND BRACING ABOVE NOTE ADDED MIL, STUDS AT OL W/ CLIP ANGLES • EA SNP, AND SAP GYP. WALL BD. CN EACH SIDE. METAL EDGES ON ALL EXPOSED CORERS CONT. BOTTOM TRACK W/.22 POWER ACTUATED FASTENE 16" OG. MAX WALL TYPE 5 SCALE: I" = I' -0" EXTERIOR WALL TYPE ITEM I' -8" SB`iRAPPING k RE QUIRdD : FLOOR SYSTEM EXISTING WALL INSULATED CLASS WALL TYPE 11 SCALE: I" = I -0" ALViN2 TRANSaM AS REaIrEo SCHEDULE G TTMIIE �vEAL ACROSS ALL FACES LF COLIgN 53B BOTH 9 INTERIOR l/8" HAT CHANNEL REPLACES 8" FETAL STUD, WT.. SE FEEL ACED BY 111.T3 611gpFTDED CEIL BLOCKING AND STRAPP AS REQUIRED = BEDDING CCM. BOTTOM =DT P01ER 6TENER K'OL. MAX SCALE: I" = 1' -0" ?Ogg TRACK SND 24' OL SLOT N -AFF. MILMG DRTUNLL HUD AND TAPE STAIR COWERS, TTP. MTL. STUDS AT OC. W/ 5/8• GYP. WALL BD. CN EACH SIDE METAL EDGES CN ALL EXPOSED CORERS 6" VNrL BASE FLOOR SYSTEM, SEE FLOOR COVERING PLAN 12A, FINISH GYP. WALL BD. AND WALL TYPE 12 CE�ILNGHEIGH EMPLOTY E SCALE: P = I' -0" BREAKROOM A WT. 12 c 11A REMOVED FROM CONTRACT WALL TYPE 16 LE: i " =1' -0" 1/ NAT CHANNEL 6" ML STUD 6" MIL MD Ur MIL STUD 4" Mil: STUD 20 GAG£, 1 -1/4" FLANGE 20 GAGE, 1 -1/4" FLANGE 20 GAGE, 1,e FLANGE 20 GAGE, I -I/4" FLANGE 20 GAGE, 1 -1/4° FLANGE 20 GAGE, I -1/4" FLANGE 20 GAGE, I -I /4" FLANGE 20 GAGE; I -1/4" FLANGE 20 GAGE, I -1/4" FLANGE WTS 12,12A, 13,15 1 I6 REMOVED FROM CONTRACT `- .� WZA ��_�Sw . _ — DE EL • � WG •T 4' -0" MAX. (SEE DETAILSI GSTFRED FILE NAME: 361 -42 SCALE: AS NOTED DRAWN BY: KCG DATE: 4/11/09 SECTIONS AND DETAILS GA. MIL STUDS W/ 5/S' GYP. BD. ON EACH SIDE FETAL L- BRACKETS WU A MIN d: 2' -0' VERTICAL AND 2' -0' HORIZONTAL LEGTH 7 02, AT ENDS TI ALL FRSE- SU STRUCTURAL TURAL CMS, SEE 51RD1URAL WALL SECTION cp SCALE: 1 " =1' -0" A SECTION REMOVED FROM CONTRACT WALL TYPE 14 14A. NO AND CEILING GENERAL STORAGE LOOM M SCALE: I" = r-0" A WALL TYPE AA ADDED A J\ A'' SECTION RETEVED FROM CONTARCT 5/8" GLUE. ON 0 J METAL STUDS, BLOCK AS READ, METAL EDGES ON ALL EXPOSED EDGES, MUD AND TAPE CORNERS, FINISH TO I0' -0" AFF. SE PAIN FINIE COLO R , MATERIAL FLANS FOR EXISTNCa COLUMN COLUMN WRAP, TYPICAL 0 SCALE: NTS WALL TYPE 15 WT. REMOVED FRDF SCALE: I" • I' -0" COLUMN SECTION SCALE: NTS 5/8• GAB. ON l2 l METAL STUDS, BLOCK AS REGD, METAL EDGES ON ALL EXPOSED EDGES, MUD AND TAPE COMERS FRAME AND ALG N WITH COUPS: WRAPS FINISH TO 12'-0• APP. SEE COLOR 1 MATERIAL PLANS FOR PANT FINISH EXISTING COLD IN NEW WALL SEE WALL TYPE 3/1 -41 DETAIL REMOVED FROM CONTRACT 0 SIDE VIEW PNOIT NEW MONT CN PARTITION OR WALL AT HANDLE STRIKE FONT. WITH CONGEALED SCREW FASTENER WALL MOUNTED DOOR STOP ° IVES ° =401 N (OR EQUAL,, / FINISH - US- 264 2 1/16 X5M', PROJECTION SOFT HIGH GRADE LIGHT GRAY RffiBER DOOR STOP DETAIL ® NTS W.T.16 REMOVED FROM CONTRACT S.D GAB. ON EXISTING COLUMN, BLOCK AS REWIRED, FRAME FLUSH AND ALIGN WITH NEW WALL, FINISH TO IOLA , METAL EDGES ON ALL EXPOSED EWE MUD AND TAPE NS FOR P R SEE COLOR MATERIAL PLANS FOR PAINT FINISH EXISTING COLUMN NEW WAL SEE ULALL TYPE 4/I -41 COLUMN SECTION GLOW WALL®, SCALE: 1"=I' -0" `P D'1,060- II I. II 11111 DONN DX HEAVY DUTY GRID SYSTEM WITH AWMSTRQG AT 1 2x4 TILE, M WFIITU AT 10-0" AFF. SCALE: 1"=1' -0" EXI6TIKG SUSW'ENDED CEILING AI Y8' -0" AFF. SPACE ALL STUDS AT 16" OL. UNO. FASTENERS (2/ HILTI X-DNI POWER ACTUATED FASTENERS •I6" O.G. MN EMBEDDED INTO COIL. 1 -I2" I -I/4" FLANGE REPLACES 1 5/8" FLAT GE, W.T. 12A ADDED 5/8• - ER EXI9TING.GWB. SUSPENDED CEILING SEC'T'ION 10 NT5 EXISTING WALL PIPE CHASE SECTION EXISTING PIPE CHASE li1°�t�1i 'I�`l ,1UL 24 20u0 RECEWED Lm OFNKWIfA JUL 2 0 2000 PENMITCENTER THE BON MARCHE STORE PLANNING THIRD 8, PINE, 7th FLOOR SEATTLE, WA 98181 208 -508 -7201 1 OU( ASSOCIATES ■IIII■��/!!■IIIC ■.. !.... � �'' ■■imn�� Awn • I■!!!!!!l11.!l111!!!!!!11!!!■ �� ... ��i ■ ■ ■■ ■ ■11■■■ ■11 ■■■ ��i ■ n ■■ ° �■ — ■ i ■n■.■� ■ ■�' ■liil - i� ■�'■■I'■ ■■■Ili ■ ■I ■ ■i!!!'� !!■ ■r J !!!11@■!� !!!!!1!!!11 ■! !!! IMP Jil ■ ■ ■L' ■� i■ ■ ■ ■■ ■ ■1111■■1i•ui !wI! /I!!!!!�i'1.1..... wismI 111■!i!!!!! 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SYSTEM CHANEL MOULDING II' -0 N- AFF 9' SECTION THROUGH BULKHEAD SCALE: S LIGEDD,0MODIF • 2X4 1 NOES ADDEDTROG A "'3TICAL CEILNG 9' - 0 W IRE RED CHANNEL MOILDN'G 69' 0" V- AF IS REVERSE WALL ANGLE SUS ...DED CEILING SYSTEM 90 DEGREE DRTWALL CLIP ANGLE MOULDS. SUSPENDED CEILING SYSIV1 10 3/S' Q 2X4 TILE ADDED, &UNREAD MODIFIED 52 DRAFT STOP SEE SiRUGNRAL T � — OCT81 DX VEAVT pRY 000 SYSTEM LL/TN ARM6TR'xy 009 2x4 TILE, M WIRE AT m'-m'• AFF. EXISTING WALL DLO •/- AFF. WAL TYPE II SHf I -42 DRTGALL RRRNCG SYSTEM 5/0G GYP WALL BD METAL EDGES ON ALL EXPOSED CORNETS. MILD AND TARE CORNERS TYP. 5/S' GYP. WALL BD- CN EACH SIDE, PANE FER ROLTt FMISH SCfEDULE E2E rNIG2 xb CEILING 12 HANKER WIRE AS RR:DIRm CQEFGAIS DEFLECTION TRACK REVERSE WALL ANGLE WALL MOULDING DLO N- APE. WSPEmED CEILING METAL EDGES CI ALL EXPOSED CORERS. MAID AND TAPE SCALE. I' =I' - 0" IS, SECTION cur THROUGH IIALL TYRE Ii, BULKHEAD MODIFIED SIMILAR TO ARMSTRONG ACCE CAL CEILING 0GPENSICN SYSTEM L O 3 SECTION THROUGH SOFFIT SCALE 1 " =1' -0" SOFFIT REMOVED, MEN'S AND OJI ROLM RENOVATIONS FENGYED FROM CONTRACT .A MEN'S Rapt acne 5 UYco^ AID EMPLEE OY EI&AKRp,TI RIRIOVATICNS REMOVED FRO1 CONTRACT lIlIlIlI'IlI FERAgTER MEMBER AT STARTER WALLS GAGE NAA GER WIRE. :' EA WAY PLUS ORE IC REOIIRED FOR LGHT FIXNFE TYP. CEILING BRACING SCALE: NTS UNDERSIDE CF EXISTNG CEILING 1/1" THIN WALL ELEC. COJDUrt (EMEND TUBE O BE TG. TO 0.G. GRID AND STRICT. ABOVE. HEN INSTALL BOLT TO SECURE ONE TUBE TO OTLER2 3/4" TAN WALL ELEC. CONDUIT W/SLOT • END TO FIT OVER MAN CEILING TEE•D•OCEAWAY DPoLL 3/11" HOLE INSTALL VS" BOLT AND LOCKING NUT CROSS TEE SECURE ALL ORES TO TEES MAX.. 2" FROM NIERSECRON MAN TEE MNIMFT CLEARANCE 1N IN IN II INhI ALT OPPOSITE WALLS A DRAFT STOPS ADDED 0 El D2 ODD ' 85 REFLECTED CEILING PLAN SCALE: I /8 "GI' -0" NO121H ;, I�„t'b' I` d PPR . Goa O 0 0 7 RECEIVED CITYOFNKWIIA JUL 2 0 2000 PERMRCENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -506 -7201 WILLIAM POLK ASSOCIATES T'Daeeoxe teml e2i -elie e:T E axe . 2 H RFG5E5 7 H W XiE a Q REVISIONS Q J O 0_ Z z le 14. = o L, 1- x u p 0 LL W U co Y. 08 wU) = M J CO A W 11.1 Z 4 CO M FILE NAME: 361 -5 SCALE AS NOTED DRAWN SY: KCCG DATE: 4A1/E0 1 -5 55HIND WRAP T -2 f' BORDER TYP AT CPT. THR01.40IUT IELD I BORDER TYP I AT CPT. THROUGHOUT CALLS COy`NS BC"�ER 77, , _ THRENCAEOUT __Nil I I SUM. EXG. TO REMAIN AT CPT, THROUGHOUT CPT. THROUGHOUT FINISHE® 0 0 DEFER TO EXG TO REMAIN EXG. TO REMAIN FLOOR COVERING NOTES I. REFER TO RESPONSIBILITY SCHEDULE AND PROJECT MANUAL FOR CONTRA RESPO`ISIBILITIES AND FURTHER INFORIATION, NOTES � SEIFCATIONS 2. GROUT WIDTH AS PER COL_OR E MATERIAL SPECIFICATIONS. GROUT COLORS SHOULD BE USED AS SPECIFIED BY BON YARD, 3. ALL TILE INSTALLED TO MATCH EXISTING- TO HAY_ GROUT LINE ALIGNED WITH EXISTING- GROAT LINES. PROVDE BASES ON ALL A7ECTED FREESTANDING COLUTNS. REFER TO COL UMN SCHEDULE FOR FINISHES AND FURTHER INFCRIATION 5. REFER i0 DEMOLITION PLAN. PREPARE ALL ROOF WZ=AS AS REQUIRED S ACHIEVE 2 THE NEW LEVE FI NISHED FLOCR5 SUITABLE AS A BASE FOR THE NEW ROOF FINISHES. 6_ ALL FLOORS SURFACES TO BE CLEAN AND PREPPED. 1. ALL ANGLES ARE 4B DEGREES UNLESS OTHERWISE INDICATED. G. HARM: TI -C AT C: RA:CI fT ARLES TO DE ANDEL TILES, NO ICT T CTAiL 10. ANTI FRACTUT- TILE UNDERLAYMENT MEMBRANE 15 TO BE USED FOR TILE ON TOP OF CONCRETE SLAB OVER THE FOLLOWING CONDITIONS: - ALL SUBFLOOR CONSTRUCTION JOINTS. - ALL SUBFLOOR CRACKS. - ALL COLS LINES. REFER TO SHEET 0 -08 FOR DETAILS. II. ExTENT OF FLOOR LEVELING IS TO OCCUR ONLY IN ORDER TO PROPERLY INSTALL FLOOR TILES. ]_ CONC,ETC T [ GCALED 'N OTO,:Y^OO" O NB, i. DAR,' TO.1 TO PERIMETER WALLS AND uNDER ALL REMOVABLE BUNKERS. DESIGNATED CARPET AREA TO BE CONTINUOUS UNDER DISPLAY BE CRIS AND ALL FIXNRES. (ALL FLOORING MATERIALS TO BE CONTINUOUS) CARPET GOING FROM SELLING AREA TO BACK AREAS SHALL CONTINUE TO BACK SIDE OF PARTITION dJ CLIr COIDALF LAYOUT. -RWOUBED. ALL :IZ' - NC TNC IN GL "D'C D:. ^CT," 72, GENERAL CONTRACTOR COO,MATE . - LL2� CL[CTMIGAL CO`AP r:� ' AC O CONTRACT R (li r.CO,:IRCD). 15. TAGGED FLOOR TRANSITIONS ARC TYPICAL. RE TO FLOOR TRANSITION DETAIL SHEET FOR FLOOR TRANSITIONS DETAILS I6. NECESSARY AL ALL JOINTS F 7 15 7 N CARPET ANp RESILIENT TILE AND CA,AET AND CERA T ILE AND L OO, LO ETC. BE LEVEL AND NEAT WITH , WITH LWANCE FOR EXPANSION. Il. F A MEASUREIIENITS TO BE ETTn ON THE SITE. I N IN S L TALLER MUST CHEIX J08 SITE FC E CONIDITIONS. 18. MANUFAC RS INSTALLATION f27UIREMENTS AND SPECIFIED ADHESIVES TO BE USED ON ALL FLOORING. ALL BOOR COVERINGS AFr TO BE INSTALLED IN ACCORDANCE WITH MANFACTUI RS RECGMTNDATIONS 1E. FLOOR OUTLETS TO BE EXPOSED, CARPET AROUND UTILITIES TO BE CIT AND TRIMMED IN GOOD WORKMANLIKE MAWNER LATEX AND BOND CARPET EDGES 20. INSTALLER MUST BE RESPONSIBLE FOR LOCATION AND SEQURITT OF DELIVERED FLOORING MATERIALS. INSTALLER MUST CHECK WITH WITH VENDOR FOR DELIVERY DATES ANT✓ COORDINATE WITH STORE INSTALLATION SCHEDULE. 21. FLOORING- INSTALLER TO PROVIDE PROTECTION OVER ALL FINISHED AREAS A5 FOLLOWS: A. MARBLE, CERAMIC TILE, AND WOOD: ROLLED IAEA, DUTY POLYETHYLENE WITH TAPED OVERLAPPED JOINTS AND COVERED WITH V8" TEMPERED HARDBOARD PANELS WITH . TAPED JOINTS B.I SILIENT TILE (SALES AREA ONLY) -I/8 TEMPERED HARDBOARD PANELS WITH TAPED JOINTS CARPET PROTECTION PAPER C ARPET MASK MANUrACNRED BY POLY -TEK PROTECTION Y STEMS, INC 22. FLOORING INSTALLER IS RESPONSIBLE FOR TcSTING S ITE CONDITIONS FOR H I F E, ALKALI, OR OTHER OONDI WJICH MAY INTErFER WITH PROPER INSTALLATION. 23. INSTALLER TO BE RSPCNSIBLE FOR CORRECT PLACEMENT P CONSECUTIVE DTELOTS. 24. CONTRACTORS ARE i0 SUBI A CARPET SE.hMINC --. PLAN TO THE °ON MARCHE FOR APPROVAL. 25. BASE FINISHES ARE IND ICATED ON ELEVATIONS. W BASE IS NOT SPECIFICALL MArN.ED. CONIACT THE BON MARGHE 26. IF ANY GUEST IONS ARISE AS TO THE MATERIALS, '11'gZA FOR S, OR ANY OTHER INFOR'tATION, PLEASE CALL BON MARCHE CLARIFICATION 2l. DO NOT USE ANY PRODUCTS CONTAINING- ASBESTOS. 28. PROVIDE SD.S.J OIWER WITH MATERIAL SAFETY DATA SHEET (M KEG' NOTES U ..LIGN i.LC T C %YTk:.: GRID. O AISLES ARE TO BE FULL TILES. DIM MAY BE CHANG SLIGHTLY IF rr SUBSTINTI OCCUR SEE SPECIFICATION SHEET FOR GROUT AND EXpAN510N JOINT DETAILS. LTID[R rL r. GLw O1ArG �rGrEn. NTRADT . C r- DIPATE ION TA LLATIOw IUITI I'.T 2 :,CwrlTr. E[amrr r ofvaLL, L.G. ro rRSIO[ I IoGK ur. -AO CONTINUE TILE CCM "i .1 ^ "NCLC TO COLUMN GRID. CPT (EJ TO REMAIN DIRECTION OF WOOD GRAIN OR CARPET PATTERN NHLDANG WRl9ION LEGEND NEW ROCK CO1£RING SYMBOL, REFER TO COLOR N MATERIAL SPECIFICATIONS. EXISTING FLOOR COVERING TO REMAIN PEDENEO CRYDFTUNVJIfA MAR 1 7 2000 REVISIONS THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206-506 -7201 NAME TO PERMIT 3 -14 -00 CAR EE ____ RC D< DR ` P CCNCF_ E FaC SG = CONTINUOUS ZINC ANGLE S^UTER SYSTEMS MODEL 'SC NE -A- "' OR EoUAL. u=R =r u= Gu IN . L, CON = SUR.ACE- TO ALIGN WITH OVERALL HEIGHT T- FlxnI BAs= di GLERG5 SI .- -_ ry0 I BS li i ; - - -- +- GARRET SHOWCASE ..'HERE OCCURS , LAID ON MARBLE THE BON MARCHE STORE PLANNING THIRD 8 PINE 7th FLOOR SEATTLE, WA 7 98181 206 - 508.7201 Rat LILE - /4" ] �— � C D � A ENI-HANCE _ O PADDING I -6/ E2 E C A � 1 Q NSID = EDGE CE CA NNYL REDUCER ROFPE ^n RP - T ORS MERCER •115 II I ` / - THDICKN S AMIG \ � I , �- REVISIONS - * } - � �I L 1 C TO CONCRETE W - 51_E c 1 GETTING BED / _\ , EDCE 6<I -ROBERT'S SMOOTH \ SUBMIT SAMPLES FOR COLOR =CTION BT E FO ORATE SRNGES. --ADHESIVE CARPET TO VINYL TLE FULL SIZE THIN6t7M .___, L IDUR STRP ^ I'CeG =R !60 LIVE,FS�L flit ") / U L SIZE IARBLE / CERAMIC TILE TO CONCRETE ` •• /// -� Y L (EXISTSEL MARBLE OR CERAMIC TILE GETING BED THI METHOD ^CARPET OVER Y 4RBLE / CERAMIC TILE ,, `' � _ CONTRACTOR TO FEATHER OUT CHA,. IN ELEVATION OVER A B-0'' SPAN IM1 ORDER TO MAINTAIN THE FLUSH 1 -EIBET 0= CARFE7 WITH _ - MARBLE WHEN CPMFRESSED + CONTINUOUS ZINC ANGLE CR EaJAL S YCRY HEIGIAT 117_:.D TO ALIO. WITH PE _ .6 47 - RW'IC 9l6 OR MERGER •160 CONTINUOUS ZINC ANGLE SCHLUTER SYSTEMS MODEL SCHIENE AE OR EWAL VERIFY HEIGHT IN FFIELD TO ALIGN WITH OVERALL HEIC-H1 ` �AR3 iC ( DOOR < SADDLE // CC\ SH. ■ 1M1J.iJ INK 4NCLE _ , SCHLUTER SYSTEMS MODEL - A WITH HEIGHT /-A-.. C "- RFET 1.4 MARBL OF C T'LE ✓RIY THI,^Aa'E55 SETTING INEET METHOD Cc�.. -. �� _. Yu"" �iyR� � y CTII N BY F NI ED CORF. 6ERXICES iL LF1D _ MODEL _ - ILK. 1--F � �m INSET METD40D� :. _�� -� MARBLE W/ ALUMINUM INSERT `� .x. r .- .. ., _... .... .. L, \GARBLE / CERAMIC TILE AT ENTRYWAY _ .�/ -LA.,H ATf . I AS REG/ D TO MAINTAIN BUSH HEIGHT OF GARRET TAC K' ESS STRIP NTH MARBLE RADMOD FAD •'_5 GARRET W/ FAD TO MARBLE \CARPET TO MARBLE / CERAMIC TILE FULL SIZE m c%vT' J —/ ., 5 CE<� 5!G _ LE T O vCT A CRACK SUFFRESSIGN MEMBRANE / 1 lL:_ EGB MEMBRANE AS MAN, / BY NAC PROPICTS, INC. PION .(2161 225 -2AB FIELD CUT MEMBRANE AT CONTROL JOINT f / I S COLOR TO MATC.1 C -ROW PH (&.'01CH-UIERSY5EM63/I6 DIL= rar-A365 1 -3121 / I . FIELD OR TILE TEE RILL (EASED EDC / RILL TILE R'T THRdL -H M''''''E y TOCf d2 NEWI ExPA�SfCN JOI ❑ / 7 _ VARIES A5 DICTAEJ gin I'4YE/T S EC3 (TTpfCAU p r • H W 7iL � �- D d ~ _ \ OP \\ ti g ' - SAB WI CENCR=TE L SLAB CONTROL JOI EC3 MEMBRANE 3' -0 WIDE NE. CONTROL JOINTS i0 3 CENIERI INE WIIH FIELD a MARBLE / CERAMIC TILE T( \CO RUCTION JOINT DETAIL I 3'ECE, rtYPICAt LEA =D IN TILE JOINT NEAR=Si COLUMN GUT TILE CN ONE 510E O.- JOINT. ,, coL„ .. - V 2 i MB TI — i / FIF D X11 d l N0MINAL \� / BORDER � \ -2 BORDER 11 6X6' NEiINAL `y / T-1 H ' �� /A � /i�'>. T I N 6X6 OMINAL , -1 T-I I Z xID' NOMINAL ,.... -; ' // � /%ri, / °X13' - / " -� ;, / j �LN r /1,h/, %%/ NO`iIN.1' F . j ` 12 X12 NOMIN I \ �� \�� / H T / \ � T 1 BORDER 6X6 NOMINAL �� H T 3 / / / T x N ® / FIELD TILE 2 N kl1" NO M INAL k6 E NOnI I , 1 NOMINAL I ✓/ / // Y/ / // / y ! / r , / /J /0 � it vL G ACCENT TIL �/ . 12"X12" NOM4VAL ///, 7 r � / ACCENT TILE A ,// % \�N I2 Xla^ NOMINAL A � �,. .,.. I j am T -2 FIRLD TILE 12 "X11" NOMINAL F I I I / I I T -I illialir 6"X O NOMINAL MOM EMI �� e<j- ' 221 6 °Xb" NOMNA T �A GC E N 4 ` r - T2 \ " x 2 NONA ■ RDERX ■ / ° NOMNA� .1--------- BORDX6 ERNOMINAL �� I - �j�,� ■ b I � � i i II . . T 4, . 3 ( /1 l N JJ 'rcN 6'X6" BO NOM 12 X!2 NC1M!Q'AL {q y T 4 \; : ao \ \\ \ \ .-, 7 \ / \ \�� \ \� iii // \ �' a %a %% /, / j % ! �' /, /' T BORDER G7Y 0- NOMINAL b K6' APFAOVE APR AS BORDER ACCENT 6 NOMINAL \ /// \ I I / ACCEN TILE / 1 gq� 8� b7 - 11 "X12" NOMINAL \ � \ �� ACCENT TILE ■ j I4 "X12 NOMINAL ��I�� ,E �.::% �/ �\ . \ V \ \\\ r IELD TILE 12X11 NOMINAL ��/ j Q.... o ✓/, ...T NN'I 'ILL ' /` _ � T-2 B 6"ENOMI V 11 x1] \ / 2 _ �— FIH�LD TILE 1k 11" NOfiIN.iH / FIELD TILE / �j "X12" ro 6 %6' NO11 - N '� RECEYEC CfTYOFTUI(WRA - _ / / / / / // s /. / /1/ / / �i � , ,. 12 NOMINAL / /, ■ ® -1 / / r b' NOMINAL � ® FIELDFIELD TIL 11"XO. NOMINAL INO X A_ A / :!i! \\ \ \ \a. J \ ACCENT BORDER 12" T ,H T-2 I / 2 12" N INAL BORDER 6"X6 NOMINAL % BORDERA 6 "X6' NOMINAL 1 IIAR 1 2000 MAIN WEST ENTRY FEATURE INTERSECTIONS SECONDARY INTERSECTIONS PEFMRCEMER \ O H 7 UJEST ELEVATION SCALE: 10 -, EAST ELEVATION SCALE 1/W =1 -0" EXTERIOR INSULATED FINISH SYSTEM (EIFS) COLOR: MATCH EXISTING SEE WALL TYPE 10/42 e `NEW CLASS `EXISTING SURFACE STOREFRONT. MATCH EXISTING GLASS SEE WALL TYPE 11/42 `EXISTING SURFACE Z 8" SMOOTHED FACE CMU COLOR: MATCH EXISTING SEE WALL TYPE 8/42 D2000 -0 Es c or r A ?PROVE APR 12 2000 My I ' MULONG ,1310N CRY TEIYED LA 5 CFNNWI MAR 17 2000 PERMRCENTEP THE BON MARCHE NI STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 208 - 506 -7201 WILLIAM a1 K ASSOCIATES wAY T TaaNB opal �_a „s Tu,�,I ,�_a�: CH S ECISTERED VI RESIONS FLLE NAME: SCALE; SSAWN BY: DATE; N J a CC 4 a 361 -T0 A8 NOTED KGv 3/13/00 1 -20 �i a r 10 a a a OP. i aP I ( J � OFEN —N 7 FEATURE WALLS 4 1 LOW WALL AT COLUMN O WINDOW AT FEATURE WALL O WINDOW AT FEATURE WALL, OPP, L O BACK 5 I /d��l�_0�� WALL -- CENTER LINE OF WALL, ttP. ALIGN FRAME x WALL, TtY USE METAL EWES. MD AHD TAPE FOR FINISHED DRntaLL mWER FRAME TO EE PAPrt GRADE WOOD m. VA 4 Z ° RE ttP. PdP1T TO MATCH WPLL ALIGN FRME AND WdLL. RP. INNER FRAME TO % TM 41NT GRADE LLI�OD. P. WINDgU SILL, HEADER AND SIDES TOEEP - GRADE MDF, TIP WMDP1I 91LL, HEADE ° DE5 TO BE PAINT R /4•x1 /4• fg T1P. GRADE MDF, ttP PAINT TO MATCH WALL USE METAL EWES, MUD D TAFE FOf FINISHED ORTILLALL i1111111 0 STANDARD WINDOW DETAIL Z TYPICAL LOW WALL O WALL CAP DETAIL AT LOW WALL O FLOOR COVERING /BEDDING D CITY DP T rbk APPROVED APR 1 2 2000 As Nu:m NJ!LONG DM310N prtYOFTUNWIU MAR 1 7 7000 PERMITDENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -506 - 7201 REVISIONS Q i J 0 Y _ M I- Z a. • wz CO LU W L— of • Z > M c ro s L w FILE NAME: 3693° -21 SCALE: DRAWN BY: T9 DATE: 3-6 -00 1 -21 PARKWAY PLAZA 17760 SOUTCENTER PARKWAY, TUKWILA, WA 98188 A AT 'CT PROVIDE ACCESS HOLES TO CABINET BELOW AS REQ'D. BLOCKING AS REQUIRED EXTR BASE CI CD AT E AT El' 2 1/2" x 6" LO GROMMET 4 PRINTER SLOT GROMMET FROM DOUG MOCKETT, CO, - COLOR: TBD. REFER TO I2" PLAN FOR GROMMET LOCATIONS Mel PROVIDE C ACESS t BOTTOM OF CASE FOR POWER, ETC., FIELD VERIFY (TYR EXTR BASE CB -1 BLOCKING A5 REQUIRED WASTE BASKET: "6691 BEIGE, le GAL. BASE, 14,6" SQ. x 23 -1/6" H USFLASTICS (8001 531 -9124, BY FIXT. CONT. CAB. INTR TO BE 3/4" CONST. w/MELM. FINI5H (TYR, M - BLOCKING AS REQUIRED EXTR BASE CASHWRAPFLOOR PLAN O SECTION - Side Counter SECTION - Front /Pack Counter 3/4" = I' -0" /Id IM 1 bi ` CONST. ELM. FINISH ITYP.) j I 2' -0" O SECTION - Printer Well 3/4" = 1' -0" 0 SECTION - Printer Well 3/4" = / C TIFT ORT UELLS w5L- RINTER PL -3 0 SECTION - Front Counter 3/4" = EXTERIOR PL 3 !27 20 "L DRAWERS, FINISHES TYP. ALIGN FACE OF FRONT SLIDING DOOR TO FACE OF CABINETRY (TYR) PL -3 EXTERIR, PRINTE WELL BASE EXTERIOR PL 3 I ALIGN FACE OF DOOR TO FACE OF CABINETRY - DOOR TO BE HUNG U HEAVY' DUTY HINGES, SPEC TBD.- HOLD CLOSED W/ HEAVY DUTY - MAGNETIC TOUCH LATCH WASTE BASKET WELL 16" SO TO BE CENTERED ON DOOR PROVIDE ACCESS PANEL INTO BASE AS REQUIRED INTR BASE AT 'DI' 2 I/2" DIA. GROMMET AT BACK OF CRT WELL FROM DOUG MOCKETT, CO, COLOR: TBD. ACCESS HOLES AS REQUIRED TO CABINET BELOW PROVIDE ACCE55 PANEL AT BOTTOM OF CASE FOR POWER, ETC., FIELD VERIFY (TYP.) EXTR BASE CB -I INTR BASE BLOCKING AS REQUIRED EX ERIOR CR WELL CAB. INTR TO BE 3M" CONST. 4/1•IELM FIM5H (TYP.7 I M - DOOR WITH PIANO HINGE, WITH TOUCH LATCH INTR BASE v ' -1 H EXTERIOR INTR BASE EXTERIOR ELEVATION - Front Counter ED O INTERIOR ELEVATION - Front Counter 12 , =1 ,_ 0 „ EXTERIOR INSIDE CRT WELL _ CAB. INTR TO BE 3/4" CONS, 44 FINISH (TYR) /I) 18"L DRAWER INTR BASE ° SECTION - CRT Well 0 Side 3/4" = 1' -0" 0 SECTION - CRT Well a Front 2 -12" x 6" LO GROMMET FROM DOUG MOCKETT, CO., COLOR TBD. SEE I2" PLANS FOR GROMMET LOCATIONS COMM. JACK •1. 4048 FBO BON MARCHE COMM. DEPT. HUBBELL F6 5261 DEDICATED CIRCUIT 15 AMP DUPLEX ACCESS HOLE STOP FOR RECYCLE BIN EXTR BASE SECTION - CR Well Recycle i /dn • i' m„ I" GAP AT MEDIA DRAWER ONLY - DIVIDE MEDIA DRAWER INTO 5 EQ COMPARTMENTS, I2"L EA. MEDIA DRAWER AT K DRAWER AT 'KI' /1-2 I CABINET INTR AT OPENING FOR SHELVES TO BE 3/4' CONS, w/MELAM. FINISH (TYP.) ADJ. SHELVES TO BE 3/4" MELAMINE 4/ SELF EDGE M -2 BLOCKING AS REQUIRED EXTR BASE °SECTION - Media Drawer S Shelves @ SECTION - Drawer 4 Shelves 3/4" = O DETAIL - Sections Ci, DI, E, J, K, R O DETAIL - Section Q 112" = CABINET NOTES L CASKET CONSTRICTION i0 BE OF 3/4• MELAMINE 2. PVC PO. ENIDNG ON ALL EDGES TO MAT. M®.Mi2E. 3. MAXIM TO BE 2 a&ESS 01149NISE CALLED OUT CN DRilE.. SEE B N COLOR t MATERIAL BOOK a. ACCE55 PANELS TO BE FRONDED N RE BOTTOM OF EACH SECTION 6 CASKET 10 ACCE55 POO.1 POE. SECT IL TO cABNE 45 9 TO N1EwOR 4 FROM GdBItST NI"'"r TO EaIF 'T r5 w9D. FERD VERFY. dCCE55 PANELS TO BE Nor SMALLER THAV 6w x B'L 5. ALL GR11ET5 TO BE FRIT DOG MCOL ,CO, (5001 ,COLOR TBD_ 033 5LB4D Y.PTH PLAY) E'Eo.a COLOR. TO CASK., . 44sTE/REOTCLE RECEPTACLES FROM US ELASTICS, 434001 53,3124 SM SECTIONS FOR SN SPECS. RRlISHED BY FIXTURE CONTRACTOR SHELF NOTES L SELF CONSTRICTION TO BE CF 3 /4•ME.AtNE 2. PVC EDGE BNDKG ON ALL ED £S TO MATCH MELAMINE 3. , 21=2:1 TO BE M -2'. SEE Y£CRCANW N COLOR 4 IATEwA! BOCK pRA/LER NOTES: L MADER CONSTRICT,. TO BE CF 3 /4•MEL4IiME 2. PVC EDGE BNDKG ON ALL EDGES TO MATCH MEAMNE. BOTTOM TO BE V2 1130'1.1£ 4. MELAMNE TO BE MT MILE. OP£R A.£ CALLED OLE ON DRAIWYS. SEE SPECS... N =OR . 4 MATERAL BOCK 5. SET. ALIGN. SEOI E BRAYER FACE WTN ELM, DRAIER FACE ADJUSTERS N.M. 6. CCNTINJOUS DRAIER RUB STYLPIARC'Im1105.FlN15H R4 TYP. DRA ER RANEE. Ball BS 230E EOTTQ'1 MP.N113, - 1352301450016.20• - 852301500016 20• - 562301.00016 SLIDING DOOR NOTES TOP RNL HARDWARE Ee. S TOP RAI L SPRING RE GLIDE X2403 - i� TOP RAIL AS TddD TO ACCEPT SFRKG GLIDE BOITOMRALLLaY, TRACK £801 V4 OM BDTT DOOR TO ACCEPT TRACK V WI B'DE Va• DEEP u/ FIBREGLIDE £150 /VERIFY) 3. ALIGN FACE Of FRONT DOOR TO FACE OF CABKETRY. EXTERIOR, CRT WELL BLOCKING AS REQUIRED INTR BASE 12 = =1'-0: M -2 M -2 EXTR BASE EXTE OR CABINET INTERIOR VARIES AS PER SECTION BLOCKING AS REQUIRED, TYR 2 -12" x 6" LO GROMMET FROM DOUG MOCKETT, CO., COLOR TBD. SEE 12" PLANS FOR GROMMET LOCATIONS CABINET INTR AT OPENING FOR SHELVES TO BE 3/4" CONST. w/MELAM. FINI5H MP./ ADJ. SHELVES TO BE 3/4" MELAMINE 4/ SELF EDGE ACCESS HOLE AS REQUIRED, FEILD.VERIFY w /POWER, 70.5. 0 SECTION - CR Well & Shelves 3/4" = 1' -0" ACCESS PANELS AS ( OUItWD. TYR 2" ExTR B EXTERIOR ELEVATION - Side Counter EXTERIOR ELEVATION - Side Counter INTR BASE INTERIOR ELEVATION - Side Counter INTE0IOR ELEVATION - Side Counter SE EXTERIOR SURFACES RIOR d., RETURN9 CABINET INTERIOR 4 En 101 VARIES A5 PER SECTION ACCESS PANELS AS RECESSED REQUIRED, TYP. RECESSED SURFACE ONLY SURFACE ONLY REQUIRED, BL 1 1! I ! NP. EXTR BASE EXTR BASE REC. SURFACE ONLY SEMI AS SW1N EXTERIOR ELEVATION - Back Counter EXTERIOR SURFACES RETURNS EXTR 8 EXTERIOR RETUR T I I. I I. T WAMTER LLELLS } E 2 O INTERIOR ELEVATION - Back Counter OA. CABINET WIDTH ()DETAIL - Sections C2, El 206o-og CABINET INTERIOR VARIES AS PER SECTION ACCESS PANELS AS REQUIRED, TYR BLOCKING AS REQUIRED, Gtt OF TU iLA aPPROVro APR 1 2 2000 BOWED F'JILDNG GMSION CIT' iULLWRq MAR 1 7 2000 PERMIT CENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 - 508.7201 REVISIONS = W 0 : ` J LL N z O _1 a g z V 11 0) Z Q ii z a. m W Ill = M w "1`) O CO Z = 1— M i° t uOT FILE NAME: 36533 1-22 CU DRAUN BY: TB DATE: 3 -6 - 1 -22 LF -603 FLOOR COVERING - CAMEL RUG DISPLAY QUANTITY REQUIRED: 5 GROUPS (SEE BREAKDOWN) ER -604, LF -604 FLOOR COVERING- - 6'x9' RUCs PLATFORM ER -605, LF -605 FLOOR COVERING - 9'x12' RUG DISPLAY NOTE AT ER -604: S:�iILAR TO DRAWI1.. CONSTRUCTION TO BE OF NOTE AT ER -605: SIMILAR TO DRAWING, RELAMINATE CONSTRUCTION TO BE OF / s / / T BUILD IN (4) SEPAR4TE UNI15. SET UP 45 SHOLLN. FIXTURE QUANTITY REQUIREMENTS RELAM e REUSE (3) EXG RELAMINATE >: R=TINiy! W �.s 3/4" MATERIAL INTERIOR BLOCKING AS REQUIRED TOP SIDES PL -6 d REFINISH WOOD EDGES, ROUND OFF CORNERS 3/4" MATERIAL 1 `ERIOR BLOCKING AS REQUIRED TOP, SIDES I PL -6 a O 2 N 9 i i x e - r -I -� _ e 3' -0" x 3' -0" CAMELS, S BUILD ALL OTHERS NEW. CAMEL TYPE NOTE CAMELS TO MODIFY NEW CA \ ' I m 0 A B C © D 2• -6" W x I' -0" D x 1' -0" H CAMEL 6' -0" W x I' -0" D x 5-0" H CAMEL 4' 0,1, -0" D x 4'-0" H CAMEL 3' -0" W x 1' -0" D x 3' " -0 H CAMEL 3 / _... /- _ ALL SURFACES RIBS Iz^ DL. 12" SEMCIRC : : i::i:i:ii:i::ii:i::;zEE EE : E i: ; :: GDVEREMI-Ge RI85 WIUND S INS AND PLASTIC LAMINATE FLAN - Camel Dis.la Grou. / � \ ALL SURFACES PLAN - 6'x9' Ruq Platform BLOCKING AS i s� -m- REQUIRED 9 • � ` O SECTION A alli P4 A 0, 9'x12' Rug Platform I � / 0 PL 6 O N VERTC UNITS L 10 INSURE STABILITY IF THEY ARE BUMPED a WHEN RUGS ARE BEING i � )I orm BLOCKING AS I/4 IAL : �P.i. PLAM 70P CORNER I m l�I ADDED OR REMOVED. AT THE JOB SITE. - Imo° THIS SHOULD BE DONE ■ I/2' FI -rLLVOD SIDES , , w/ � 3/4 B:LQCKINA LAM ROUND EDC-E t -- /4'x I/4" REVEAL, PAINT TO MATCH PLAN TOP II A B SECTION - Camel Display _ m '''- DIA. HALF WHITE OAK CORDER SECTION - 9'x12' latform g FIXTURE QUANTITY REQUIREMENTS C 0 DETAIL SECTION - Hump O K S CTION - Wood Edge DETAIL - Wood Edge O O FIXTURE QUANTITY REQUIREMENTS ER -608 LAMPS - LAMP CUBE DISPLAY QUANTITY REQUIRED: 4 GROUPS (SEE BREAKDOWN) 2 ._ m ^ REQUIREMENTS NOTE MODIFY (ER -6041 NEW (LF -6041 NOTE MODIFY (ER -6051 NEW fLF -605) 6' -0" W x 9' -0° D PLATFORI'f 7 2 9' -0" W x 12' -0" D PLATFORM 1 T 2'-0" H- LOOSE CUBE LOOSE CUBE g: 2'-0" H. LOOSE CUBE FIXTURE QUANTITY _ CUBE TYPE NOTE EXISITNG CUBES NEW CUBES 4 ' " H CUQE x A B D E 1' -6" SQ. x 2' -0" H CUBE I' -6" SQ. x 2' -6" C CUBE I' -6" SQ. x 4' -0" H POWERED CUBE 2' -0" W x 1' -0" D x 2' -0' H OUTRIGGER 16 A 4 A - I - 3 H. OUTRIGGER E. I ' 3' -0 H. OIfrRIGGER 'E' e ER -600, LF -600, EV -600, VF -600 BEDDING - HEADBOARDS 2' -0" H. 7 LOOSE CUBE ,q, I m„ H Lcj05E / CUBE , C a :o _ 4. A 6 39° a T, 54° s m" °'o'; T6^ ° K REPAINT IXG 4 NEW „ FIXTURE QUANTITY REQUIREMENTS ' 2'-6" H. LOOSE CUBE R — m Display p BUILD (11 MORE 'B' CUBE TO COMPLETE EXI511NG GROUP PLAN N - LdmG Cube m ALL SURFACES y I ALL SURFACES MDO ,� NDBSD TYPE NOTE MODIFY (ER -600) NEW (LF -6001 MODIFY (VE -6001 NEW (VF -600) ADD CUT OUT TO - T F Q PROFILE SIN K TO EXG„ BUILD NEW TO MATCH EXG. • INCLUDES (21 12 COVE BLACKSTONE '• N.I.C. - VENDOR • BL -0310 (I) 39" W HEADBOARD (U54" W HEADBOARD (U 60" W HEADBOARD (U 16" W HEADBOARD EXTRA TWIN HEADBOARDS SUPPLIED OR Ex151TNG VENDOR 23• 4 5 I HEADBOARDS - 11 3 3 - - 3 I I - i _ z• -m^ r -6^ so. I OPEN IXG. HEADBOARDS, FINISH a PAINT ALL EDGES 6 " 1 I „ ` � z^ 9 PL -2 e ---- H A ;N ALL SURFACE ( \ ALL SURFACES, REVEALS ELEVATION - Headboards SECTION - Headboard Trim a SIN ' _w pr 3/4 " =1' -0" O N.TS. 0 n „0 9-t I I IA" x I/4" REVEAL i TO BE FINISHED w/ PLAN, PAINT EDGES ' TO MATCH PLAN. 36 HFB TUKWILA 36.939 EXPANSION MAIN LEVEL FIXTURE PLANS, ELEVATIONS, SECTIONS AND DETAILS L,F -606 BEDDING - BEDSIDE CUBES FarrecvEo APR 1 2 2550 M1, ,,d, -- '- '-- - - - -_ HnLCrvc DroTSrDN 7:),,2.000,....0 PEC w C rvoF o as MAR 1 7 20011 PERMIT CENTER O ELEVATIONTION - Lamp Cube Di splay DETAIL -Cube Reveal m /'I�0* ALL SURFACES, REVEAL / / 3/4 " =1' -0" I O I- I2 "A / -0" z• - m° ISOMETRIC 1.0 - ��- ALL SUf�A - I2" PART BRD. -"' CON 57., BLOCKING A$ REQ'D Bedside Cubes DETAIL I 1 2" x 1/4" REVEAL - TO BE FIN w/ _ PLAM. PAINT EDGES TO MATCH PLAM . - Cube Reveal EL 2 a I0 ATTACH OUTRIGGERS TO 4' -0" H. CUBE. o SEE SECTION OC FOR - i i1 FRENCH CLEAT PLUG MOLD LOCA TION le / - i , GUIDES AT EACH a - I � _ Will l�l ON ALL SURFACES ON EACH SIDE PROVIDE (2) 20 DG 106, 12" LONG w/ (4) 2000 WIREMOLD, SURFE MOUNT, PAINT METAL 3/4 " =I' -0" I I- 12 ° =1' -0" O FIXTURE QUANTITY REQUIREMENTS I I� M LA T MATCH PLASTIC LAMINATE. PLASTIC IC EXPOSED EDGES TO MATCH PLASTIC LAMINATE. 4 „ � � NOTE: SIMILAR TO ACTUAL EXG, NOTE: CONFIGURATION. at Outri er NOTE NEW (LF -606) ._I CORNER SECTION - Outrigger Mining SECTION -Power I' -0” SQ. x 2' -0" H CUBE 39 Oh 3/4 " =1' -0" B gg O 1-23 J IT AREA 51.1/80 • A LAFR & c00. T N .0 ,TGA T ,T HEA .„0... ..1BH CF 7 RANE TC0150 125 1505 1. I 5o. .761ER 4..312 10. LARRIER .00.090 TARRIER AMMON 6 W I RER EXISTING UNFT TO BE REUSED 2. DOSING UNIT 0 BE ABANDON. IN PLACE NOTES: 1. CONTROL WITFI WALL .17Clt PROVIDED .0 I/6TALLED BY EC. PACKAGED GAS/ELEC AIR CONDITIONING UNIT SCHEDULE DIFFUSER/GRILLE SCHEDULE STIABOL ;AA TITUS. MCD. EIGED. 3 Mu METAL EMMA. NOTED LAY AS NOTED LA TYPE NOTES -IN DIFFUSER Y-IN RETURN/FM 12543 100_3 3000 0.5 N/A /A 9.0 3 243 59. 2100 05 1.5 2 3.0 4. la 0 EER CTRICAL WT 4P CF1A SEER LT H MCA .S ,63 4. 3 32.0 13C , 1 3 1 41500 0.5 2. a , NOTES EXHAUST FAN SCHEDULE ' 11 ' 07 EF-1 EF-2 EF-3 211. LUNCH ROOM 0005) LOSONE L300 .5 ESP VoLT/ PYASE 0.25 20/1 RPLA 940 50 270 7 YE_S TC1LEF AN LOSONE L4001( G 360 TCCET AN L.ONE L400K CEL G 360 OTES HVAC GENERAL NOTES .1. THE HVAC SYSTEM FOR THIS PROJECT IS BASED ON THE FOLLOWS° CRITERIA: ROOF 7 1.K . VALUE BLITUN/S.F..) - 0.05 WAU. '17 VALUE DLTUH/S.P..) = 0.15 FLOOR "U VALUE 0311111/S.F.) = 0.08 gL5 0:; " N/A 0. 1"ArEPOUrT(TWPA=F) = 1.0 = 0.5 PEOPLE DENSITY (S.F./PERSON) = 400 COOLING INDOOR DESIGN TEMP ,F) = 74 C.LING OUTDOOR DESIGN TEMP (7F) = 84 HEATING INDOOR DESI. TEMP ,F) = 70 HEATING OUTDOOR DESIGN TEMP (.) = 24 T O PP LO P RO ' I N N S ATE M WIrit AT OTILIEr:ZA D' AILM !. C R / A V C E;1 ' / R tLrCL ' S P A=S pP B P E P F E CI T RE RP QAXILIC P INT TL!Igr T"E "'AC 3. 1.A T A TI L LE 0 07 , 0 0 11 , 70L/S o gL , Mg97 EDITIONS OF THE UNIFORM MECHANICAL 'r T.c.T.,ca°uTETT.`c72"Lf: 5. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE .A.D WI. GASKETS OR LISTED MASTIC TYPE DUCT SEALANT. P f p jl.70 . r7tP P . P WI ' Ll ' ERE U5/CU FT FIBERGLASS DUCT INSULATION VNTH A FACTORY APPUED REINFORCED ALUMINUM FaL VAP. BARR/ER. - SOUND LJNING. WHERE INDICATED, SHALL BE 1 1.5 ./CU FT FIBERGLASS DUCT DOING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 4000 FPM. - DUCT BOARD, ITHERE INDICATED, SHALL BE 1 RIGID FRK FACED FT 475 FIBERGLASS DUCT BOARD SYSTEM. UL 161 LISTED AS A CLASS 1 AIR DUCE 7. F 0 „ SrL s.0, C , fN41 , S 0 T . OF A REINFORCED VAPOR BA 01 INSULA 1;10 WHERE SHOWN AND SHALL NOT EX NOTED OTTLERWI 'ER HVAC ABBREOATIONS ABBV FULL NAME ARV FL._ NAME ABEIV .LL NAME R AIR MP O R O E N R O R ITONI ' S R G TNT ' g P D P =R P A N FTD E ZAL P7°R 2T1 S DU" 1 'P EE T EFI ' T ' iLRIFi T'P PPP HDUR E ILL REGISTER GT :611 C C L ITtEnAT P ER P R CHWS CHIL.0 WATER SUPPLY DB DUCT BOARD °= ON DOWN EC EGGCRATE EER ENERGY EFFTCIENCY RATTO ELEV ELEVATION :X STATIC PRESSURE FOT FLAT ON TOP G GAS UNE r I LV EIZ E C D ONTRACTCR GPM : PER MINUTE P OWEL 04 WALL BOARD HG HOT GAS UNE HP HORSE POWER r ig; VrT77 rIF ID iNSIDE DIMENSION ' 1 2 /LI :N MIN MLNIMUM •";'.,T,"Iu.. AIR o Fig ' R IF - cTs ' IZR A rcraLLE WIRI DAMPER) RIO RO1r1 ONLY SA SUPPLY AIR ssr SP STATIC PRESSURE t i lD = UNE Z ' Irgr:1/ 3 C7 TV TURN VANES AVG TOP WALL GRILLE TYR TOP WALL REGISTER ITP TYPICAL L LOLL= 101 0 VOLTAGE PHASE & DUCT DIANE R DAMPER LEGEND 5114BOL DESCRIPTTON F. rREELVIIETNL rCVITEM '0 IEN DAMPER ' GRENTIErRI C -27 "P RpMS'A'" "P""PP WILT FOR MED 1. . ' C ' LSN C RUCTITS GE grUar."11ramsTSRIX,,TE SYMBOL DESCRIPTION LE P'PP DAMPER rREEITI "'"'LAL 'RP pAMPPP UE& P 3 r 5O LE A ‘'PP'CAL ‹> grtErNE P ""AMPEP 2.17E AA+A K 2/ ,T41r Az= eAr =Erempruz- vos,, ° p"p") " VariZIC " li ELY KR AC TOR S W/ LOCKING QUADRANT GENERAL NOTES: FIRE DAMPER REQUIREMENTS: - BLADES OUT OF VSTREAM ON MEDIUM PRESSURE DUCTS - 165. FUSIBLE U - CLASS II DESCRIPTION SYMBOL DUCT LEGEND DESCRIPBON SYMBOL BARE .EETMETAL 14/12 SM SOUNDONE SHEETMETAL (I LINING) 14/12 SL. SHEEDAETAL WRAPPED W/ wsuLATIoN smi • BARE ROLIND SHEETTKETAL 120 ROUND SHEETMETAL WRAPPED W/ INSULADON (T, OW FLEX DUCT 120 DUCTBOARD (1 RBERGLA.) 14,2 DB FLEX CONNECTOR SCOPE OF WORK SCOPE OF WORK UNDER 511S CONTRACT SHALL INCLUDE THE FOLLOWING: 1. REMOVE EXISTING DUCT MOUNTED SIDEWALL GRILLES AND CAP DUCT. 2. INSTALL MIS.LLANEOUS NEW DUCTWORK AS SHOWN ON PLANS. P I=FE R I3 R A7rG:IL F I F LES 'S ,TI . D2TW R E=175;IRTIr . 3 'PP' 4. RELOCATE 2 THERMOSTATS. 5. AIR BALANCE. ACCE.ORS PARCEL NUMBER: 262304-9110 D2 DO0 - s5 cir4NRr% MAR 1 7 200 PERMITC.T. WILLIAM POLK ASSOCIATES .217E4EFFEMFm. THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206-506-7201 REVISIONS FILE NUE: 1501045,0 SCALE: AS NOTED DRAWN BY: TP DATE: 03-03-00 s 6 r-r • SEE 11 11111` 0 111111r 54 ® L U w INN 0 r „� *MCI ,J & INSBASE N &32 4_ 180 FLOOR PLA GP EL TC a & Ra DfaPS 0 160 :=2 • 60 • _f 0 0 A &24 (2768.00, 2880.00, 0.00) D 000 -b 85 RECENED CT'OFNNWILA MAR 1 7 2000 PFANITCENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206- 506 42 WILLIAM PCLK ASSOCIATES TD�aoOg �� g o,1 9STERED CHIC, 6 WI o o N. PO AlE OF W0.56WLTON 44© REVISIONS FILE NAME: SCALE: DRAWN EY: DATE: M = 1 Ao — CO N hg d 4 �x 0_ W N LL a 11 ' m= u� LI OI 4La CD as wN CO CO E E0104511-1,09 AS NOTED TD 03 -03 -00 DRAIN FIXTURE CONNECTION SCHEDULE NO. MR/RE LOCAL CONNECTION PO-1 WASTE FLTR IRON BOOY W/ 5 ADJUSTABLE, 2 VENT 1 1/ ii I Q. I. PLUMBING FIXTURE CONNECTION SCHEDULE NO. FIXTURE _OCAL CONNECTION WC-1 WE-E S-1 L-1 DF-1 WASTE WATER CLOSET - KOHLER N-3520-ED, FLOW MT FLUSH TAW. la 1/4 HIGH so, 13.15 .. SEAT LESS COVER, V4117E. BRASSCRAFT CR-19-C STOP. FLUIDALIASTER 01712 12 CONNECTOR, NO WEP WAX SEAL. CLOSET BOLTS, NUTS, & WA.ERS. P= SEAT LESS COVER, WI. BRASS.AFT CR-19-C STOP. E C L L L OrT A B T O E L S TSN ' U S T;. E ;J T=5 " " WS" SEAL BERSE :Tr 'E" "i'-"SS-'-"" HANDICAPPED LAVATORY - KOHLER K-2211 CWNTER TOP V ‘ 670 W 1 . l :12,:g/1 ITTIVAIIE L'41:ZoIN:LATION KIT 8102 W/8105) HANDIWP WATER COOLER - E.AT EISFSA- STANDARD 1 1/2 E SISP E P S L;EZ / L ' 17C S P S 77 ‘ 01 - PSSI S R7P7 S IITV71 PLIA Ilk HOT "' - - II PLUMBING EQUIPMENT SCHEDULE EW"-' IL Ea .: I ' ; ' L T V ES RE / UrOP I = zcr,f S OF T S T 47Lr I gOPLTIN I E E C S T E BY E.CTRICAL EST' FE 'ES 01 7 15 ‘- 0 S L:D=P: E . - P1:60 4 1 . ;■R U 0;; S DrgFGE . SA'S"' OPERATING VEIWT 10 LBS. SS' ' 2L I 0 $###1 8 NECK RE M BE I.-- L'' \J \- MarcIVA ' LBG CONNEC.D - irr‘ i I__. . CT O , • VTR (REUSE . 1 1IFFEX E Ag S LOCARONLI $11) $ $ ali =VS csrAT._/ I TO •W IN WA. &VS te SINK I 10 ' --- 0 0 g I # - 1.50MIIK 0 PM wp, a XII' IIWNININ1,.. A_Vlifia mdR71 C210 A • . . 0 0 0 .. REF ; $ r ? 0 ; 1 g 1 71 DRAIN FIXTURE CONNECTION SCHEDULE NO. MR/RE LOCAL CONNECTION PO-1 WASTE FLTR IRON BOOY W/ 5 ADJUSTABLE, 2 VENT 1 1/ ii PLUMBING FIXTURE CONNECTION SCHEDULE NO. FIXTURE _OCAL CONNECTION WC-1 WE-E S-1 L-1 DF-1 WASTE WATER CLOSET - KOHLER N-3520-ED, FLOW MT FLUSH TAW. la 1/4 HIGH so, 13.15 .. SEAT LESS COVER, V4117E. BRASSCRAFT CR-19-C STOP. FLUIDALIASTER 01712 12 CONNECTOR, NO WEP WAX SEAL. CLOSET BOLTS, NUTS, & WA.ERS. P= SEAT LESS COVER, WI. BRASS.AFT CR-19-C STOP. E C L L L OrT A B T O E L S TSN ' U S T;. E ;J T=5 " " WS" SEAL BERSE :Tr 'E" "i'-"SS-'-"" HANDICAPPED LAVATORY - KOHLER K-2211 CWNTER TOP V ‘ 670 W 1 . l :12,:g/1 ITTIVAIIE L'41:ZoIN:LATION KIT 8102 W/8105) HANDIWP WATER COOLER - E.AT EISFSA- STANDARD 1 1/2 E SISP E P S L;EZ / L ' 17C S P S 77 ‘ 01 - PSSI S R7P7 S IITV71 PLIA VENT n 1 1, HOT "' - - COLO ". 1/2 PLUMBING EQUIPMENT SCHEDULE EW"-' IL Ea .: I ' ; ' L T V ES RE / UrOP I = zcr,f S OF T S T 47Lr I gOPLTIN I E E C S T E BY E.CTRICAL EST' FE 'ES 01 7 15 ‘- 0 S L:D=P: E . - P1:60 4 1 . ;■R U 0;; S DrgFGE . SA'S"' OPERATING VEIWT 10 LBS. SS' ' a , • VTR (REUSE . 1 1IFFEX E Ag S LOCARONLI ID CW DROP ali =VS / 1 0 TO •W IN WA. &VS te SINK ,,. 1 0..0 REFER? 131 117 '47 17 - 1.50MIIK 1:00b1, r.1161a1) 41 ,, • ) PM wp, a XII' IIWNININ1,.. A_Vlifia mdR71 C210 .. REF ; $ r ? 0 ; 1 g 1 71 - - - - 4 r 4 Co # , DRAIN FIXTURE CONNECTION SCHEDULE NO. MR/RE LOCAL CONNECTION PO-1 WASTE FLTR IRON BOOY W/ 5 ADJUSTABLE, 2 VENT 1 1/ STORM . - PLUMBING FIXTURE CONNECTION SCHEDULE NO. FIXTURE _OCAL CONNECTION WC-1 WE-E S-1 L-1 DF-1 WASTE WATER CLOSET - KOHLER N-3520-ED, FLOW MT FLUSH TAW. la 1/4 HIGH so, 13.15 .. SEAT LESS COVER, V4117E. BRASSCRAFT CR-19-C STOP. FLUIDALIASTER 01712 12 CONNECTOR, NO WEP WAX SEAL. CLOSET BOLTS, NUTS, & WA.ERS. P= SEAT LESS COVER, WI. BRASS.AFT CR-19-C STOP. E C L L L OrT A B T O E L S TSN ' U S T;. E ;J T=5 " " WS" SEAL BERSE :Tr 'E" "i'-"SS-'-"" HANDICAPPED LAVATORY - KOHLER K-2211 CWNTER TOP V ‘ 670 W 1 . l :12,:g/1 ITTIVAIIE L'41:ZoIN:LATION KIT 8102 W/8105) HANDIWP WATER COOLER - E.AT EISFSA- STANDARD 1 1/2 E SISP E P S L;EZ / L ' 17C S P S 77 ‘ 01 - PSSI S R7P7 S IITV71 PLIA VENT n 1 1, HOT "' - - COLO ". 1/2 PLUMBING EQUIPMENT SCHEDULE EW"-' IL Ea .: I ' ; ' L T V ES RE / UrOP I = zcr,f S OF T S T 47Lr I gOPLTIN I E E C S T E BY E.CTRICAL EST' FE 'ES 01 7 15 ‘- 0 S L:D=P: E . - P1:60 4 1 . ;■R U 0;; S DrgFGE . SA'S"' OPERATING VEIWT 10 LBS. SS' ' 31 REF i ,d 41 - FF ...glya.. iwr- I \., m• \ •___, MI 2 UP PARTIAL BELOW FLOOR PLAN e PARTIAL DEMOLITION FLOOR PLAN = 2, UP II 305 0 A IN FIPIN0 HOT W wq5-rE y.yr 2- Platl..ElaULAR.L.IMULEL PLUMBING GENERAL NOTES TFITE COPPER/IA ' LEAD FREE SOLDER MATERIAL ABOVE GROUND COPPER/M LEAD FREE WLDER ALL CAST IRON NO HUB ABOVE GROUND COPPER/1SW LE. FREE SOLDER ' AVOVE GROUND S' C ' OPZ,ELWV LEAD FREE SOLDER NO HUB PIPING PIPE INSUUTION INSULATION COWUCTIVItt TYPE TYPE TH1CKNFS5 RANGE OVERHEAD COLD WATER AU_ FIBERGLASS 1/2 , 117 , , , CLL , D:L;ATER BLIHIN WALLS - NOT REQUIRED - 1/T-2 FIBERGLASS , 0.24 - 0.28 - ALL PIPING IN.LATION AND CO.RINGS SHALL HAVE AN AVM FLAME SPRWD RATING OF 25 OR I.E. AND AN ASTM SMOKE DEVELOPED RAIINO OF 50 OR LESS. - ELASTOMERIC IN.LATIONS WHICH MEET THESE RATINGS MAY BE U.D AS A SUBSILTUTE FOR FIBERGLASS. - PROVIDE A VAPOR B.RI. CO.RING ON ALL ROOF DRAIN. RAIN .ADER. AND COLD WATER PIPING INSULATION. - PROVIDE A COWRINO FOR ALL IN.LAIION EXPOSED TO SIWT WHIN WE BUILDING. 3. THESE PLANS .E SCHEMATIC AND DO NOT SHOW EXACT ROWING OR EVERY OFFSET *LICH MAY BE REQUIRED. THE PLUMBING CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO VERIFY .L CLEARANCES BEFORE COMMENCING WORK. 4. =LS 1,1 COMPLY WTI THE PROVISIONS OF THE 1997 5. ALL PIPE WES NOTED ON DRAWINGS ARE MINIMUMS. = CTDE °T,N,„Tr,r,, IS INDICATED ON DRAWN.). = ES P ' R '' L S A:E S' AR A TI ' L L Ott, ' E S S 4 PIPING MICH IS 2 I, AND WRWR AND HUNG FURTHER THAN 12 BELOW THE STRUCTURE. ZTIT U S =S E TETI S ALn S O S AES S 77,1;147k1ISI ° TH S E E 1 - NI S G S R117 A A L I L JO S I E RA S TI L I E LI= 7 FTD WALL F AND IDLEVATIONS Of PLUMBING FIXTURES REFER TO 10. PROVIDE LOOSE KEY STOPS OR ANGLE VALVES AT ALL FIXTURES II. PROLADE TRAP PRWERS FOR ALL FLOOR DRAINS. 12. PROVIDE DIELECTRIC CONNECIIONS BETWEEN DI.IMILAR METALS. 13. CLEANOUTS ..1 BE INSTALLED SO THEY ARE E.ILY ACCESSIBLE. . PLUMESNO EQUIPS:EN, VALVEs AND TRAP PRIMERS SHALL BE LOCATED IN EASILY ACCESSIBLE P= 15. THE PLUMBER .ALL PROWDE AND LOCATE ALL REWIRED FLOOR. WALL AND FOOTING SLEEVES. 16. SAWCUTIING AND PAIWING OF .WCUTTING BY GENERAL CONTRACTOR. FIELD VERIFY WACT LOCARON Of ALL REQUIRED SAWCAITTING PRIOR TO START OF WORK. FLELD .RIFY EXACT Loc.. oF ALL EXISTING PLUMBING SERVICES PRIOR TO START Of WORK. PARTIAL ABOVE FLOOR PLAN AREA OF K KEY PLAN NO SCALE CAS MAR I 7 2000 PERMITCENTER THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206-506-7201 WILLLANI POLK ASSOCIATES Tataa-SiMin. c,o.:-E ger ,gam 44 REVISIONS F. RAM 150;049,141kus SCALE. AD NOTED DRAW/4 BY: TD DATE: 03-0,00 F = 1 4 4 1 PANEL SCHEDULES 1 I 13 12 le 21 23 31 PROJECT: THE BON MARCHE LOCATION: ELECTRICAL ROOM L Ao oAo REDEit PANEL SR A JO. poLE Tg,t7° TEri° 252: spARE RI co, coR co Ri AcLE DEolcArEo co041 R vow.. Cocoa MAINE low:Amp TIAN MLO MIN BuS NEE ED •SEE NEc FoR 00 FAcToRS - UTILITY CO. ELECNRC ROOM - - ELECTRIC ROOM PANEL _9_ rp.AcK L0.4417. - ,0012 cove,. TRAcK. Lso.14. - AELE TRA:EK L.05. - RIRNITURE L.HTING - SroRADEE Room POL E 10 12 14 42 PROJECT: ThE E.ON MARCHE ATION: ELECTRICAL ROC, LOC poLE 23 2s 21 33 35 375 25%. spARE 71, 7E' voLTAGE tEmame PIN BUS NEE 225 .5DE 5E-0 FoR owl.o F.:or:DRS LO RELE L EXISTING CIRCUIT K5 INSTALL BREAKER IN PANEL AINCILEINEIIBEINCL12162Sali NO SCALE GRD5 PER CODE GENERAL NOTES, A CONDUCTORS AND CONDUITS SHOW ARE B.ED ON COPPER CONENCTO, WITL1 TH4.1 / ILAN INSULATION B. EXISTI. ECLIF5ENT SHOW FOR ITFOTEMATION FLAG NOTES, 1 INSTALL 400A,. POLE MAIN BREAKER IN EXISTING PANEL SCHEDULE .TER HORS OUTAGE WEXNER 1 DAYS LOVANCE. INSTALL EDAM, POLE BREAKER IN BOSE. PANEL S. INSTALL W., 3 ROLE BREAKER IN ,ISTNG PANEL PADEL sL' .ALL BE SD,. D NDOD EMIREACE MOUNTED: =IDE CONTROL BE STRIPS, IIDERFACE MM.. AND .L OTHER TEW CIRCUIT BREAKERS. rprELIIT A IV thr_ 7217 e'ACE "'LE N- g5 PROJECT: THE BON MARCHE LOCATION. ELECTRICAL ROOM poL .9g:TRTIoN LIGHTs oTHER 255 SpARE PANEL E (EXISTING: 40 Am PoLE c.B. POLE Amp ,Ac sm so Am SO 7F1, 125 1.00 LIGHTS DRANSFOR.R TRANSFORMER 20 22 24 12 14 Ds 25 32 34 TRANSFoRmER 42 voLTAGE MAINS. 400.411AIN miN Bus NEE. 4E5 NEc FoR oEmAND FAcToRS .IMENS P2E42 ■ Tyra 52 MAR I ? 20110 REHM WILLIAM POLK ASSOCIATES .atfiFrosTiaino,, AE Associates, Inc. Eneineere and Scientfets Post Alley Seattle, Washington SSI01 (20() 903-1900 THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206-506-7201 REVISIONS 8 2 >- w < >- __I he cc I ±1 se o_ cc 6 w w W (0 8 s 4 4 9— 4 FILE NAME. SCALE: 4. NOTED DRAWN BY: KID 02-22-00 EO-1 SYMBOLS / ABBREVIATIONS 511-150L5 Am_,,,,,_L_D__ A oNs HEELER DEM., = , I (I 20013 I _J_ OC COMM R - SIZED PER PLANS CIRMIT BRE.ER - DO. / Y ' E NR . POLES PANDIBOARD GROUND CONNECTION WILIEr METER / NOW D ES . .0vE FINISHED R_OOR SG ABOVE GRADE A, Ahns AM.. ATS AUTOMATIC TRANS.R 50104 Au. AMMAN EIRE CEA,GE CB CIRCUIT ...ER CU copRER ..: EXISTI. EA EA. ECONDUCTO, EACH R..Ar: DF DR... FOUNTAIN FA FIRE ALAI.: REOIC FURNISHED , OTHERS, mTALLED By ccnap..4craR CP DUPLEX RECEPTACLE LEW'. SINGLE PHASE CH DURLEX RECEPTAcLE,120, SINGLE PHASE. WATERER,. 011.RAPLEX REEEPTACLE, Rev, SING_E PHASE 0 .CEPTACLE, 205v, 3 ,A. 606:5 MULTIOUILET ASSEMBL, ED, SI.LE 1 19d. FL.H POOR MOUNTED ,IONEEDATA OUTLW - DENCES AS NOIED [ _ ] ELECTRICAL EOUIRMENT Eh DISCONNECT SIZED PER NEC E, .,-Er, DISCON.CT 0 EQUIPMENT CONNECTION 0 1LNCNON BOX ..,Y MOTOR CONNECT., SINGLE RH.E ,0... MOTOR CON.CTION, 3 ,A. el PAND_EOARD - 20.20v P.ELBOARD - 4.50.211v P ELECTRICAL PANEL- TWEE . NOTED B ' OvER-EAD DOOR CONVECT. 0° CELMG-MCWEED DRCP-CORD / RECEPTAGLE ASSETIBLy 1 SELING-MOUN.D DOOR OPERATER (RILL-CORD TYPE. a LONER MOTOR 16142,,,$1 - CGCI GROUND FAULT CIRC.. INTERSIFTER Hp .RSEPO.R ,e0x JUNCTION eox 11.1 MAN HOLE. MET. HALIDE NEUTRAL WS NOT TO SCALE POLE FM PANEL R.,. RO RAC_,.. ONLY RECEPT RECEPTACLE SFECS SPECIFICATIO. SW SORT. .ED BEITCFBoARD T.E TELEP.NE T.S TRANSCIENT vOLTAD:E MR. SUPPRESSOR TYR TYPICAL 4N, vP VANED ,IsRoOF ta. OR WATT Wr ..-IERPROOF ED ZONE IDENTEICATION ,D0.01 ._EP.. TERMINAL BOARD DP 1.1.E. WHERE. NOME: 0 MAI., FULL STATION DE AUDIELE / MMIAL ANNUNCIATOR 0 1NT.COM SPE.CER - cetmr-larrrED IN PHONE carrrEr 10- COMPUTER / DA, OUTLET C, CLOSED CIRCUIT TELE.. CAME, E INTERCOM STATION E CARDKET PAD / E.ADER 0 voote Rel-e.ETTO4 0 'DOOR IN MOT. STROBE IS) PHOTO-SENS. ' ----I 1[91 STRIP 0.1.10.5.. FIXED. - LE4GTH PER FLANS PARABOLIC Ro101.So.T al.AcE oR FLUSH MOWED FM. A,ARAT. BAT AD FIXIII. PLUORESCENT OR Sr-ANDES.. DOUNLIGHT WALL-MOUNTED FIE,. WALL-I Fix,. ETTERG.CY BATTERY FAcK RET0TE HEAD SWITCH - L El TED SUATCW - wALL rcal - 4-51. SWITCH - WALL MOINTED - MOTOR-RATED .VTCP4 - EU.L MONIED - .rED ® 0 FO NM 1 A $ $' $. $' trIXINTING WEIGHTS SFECIAL OUTLET HEIGHTS ARE BOER ON TWE ELECTRCAL DRAW.. OR ON 71._ 0,07.7.51_ C.:50.0. IF SPEC,. CUTLET HE.H. A. NOT SHOW OR RE.1RED, T... LCCATE OWE. AS .7T. BE.. CUTLET HE.. ARE MEASURED FROM THE FINISHED RC. TO T. GEN.,. CR T. OWLET 04, OTHERWISE NOIED. RECEFPACLES . NO....HcAL LIGHT 61111.1.6 .4 ,—.1 PANELBOARDS 4 ....., TO TOP .p.P_Bals, TELEPHONE OUTLET - DE. GA INKI. WERT.. TELEPHONE OWLET - WALL . IN,ES VEEN,/ COMFWER 0E1E? - DE. 434 5,... VERT.. DIAMAL FULL W.I. 4 , 54o, FIRE ALARM AUDIBLE... ATNINCIATOR 5 FEET CR 6 NOES - ,_011..... FIFE ALARM CONTROL P.EL .4 FEET TO TOF PANEL SCHEDULES 1 I 13 12 le 21 23 31 PROJECT: THE BON MARCHE LOCATION: ELECTRICAL ROOM L Ao oAo REDEit PANEL SR A JO. poLE Tg,t7° TEri° 252: spARE RI co, coR co Ri AcLE DEolcArEo co041 R vow.. Cocoa MAINE low:Amp TIAN MLO MIN BuS NEE ED •SEE NEc FoR 00 FAcToRS - UTILITY CO. ELECNRC ROOM - - ELECTRIC ROOM PANEL _9_ rp.AcK L0.4417. - ,0012 cove,. TRAcK. Lso.14. - AELE TRA:EK L.05. - RIRNITURE L.HTING - SroRADEE Room POL E 10 12 14 42 PROJECT: ThE E.ON MARCHE ATION: ELECTRICAL ROC, LOC poLE 23 2s 21 33 35 375 25%. spARE 71, 7E' voLTAGE tEmame PIN BUS NEE 225 .5DE 5E-0 FoR owl.o F.:or:DRS LO RELE L EXISTING CIRCUIT K5 INSTALL BREAKER IN PANEL AINCILEINEIIBEINCL12162Sali NO SCALE GRD5 PER CODE GENERAL NOTES, A CONDUCTORS AND CONDUITS SHOW ARE B.ED ON COPPER CONENCTO, WITL1 TH4.1 / ILAN INSULATION B. EXISTI. ECLIF5ENT SHOW FOR ITFOTEMATION FLAG NOTES, 1 INSTALL 400A,. POLE MAIN BREAKER IN EXISTING PANEL SCHEDULE .TER HORS OUTAGE WEXNER 1 DAYS LOVANCE. INSTALL EDAM, POLE BREAKER IN BOSE. PANEL S. INSTALL W., 3 ROLE BREAKER IN ,ISTNG PANEL PADEL sL' .ALL BE SD,. D NDOD EMIREACE MOUNTED: =IDE CONTROL BE STRIPS, IIDERFACE MM.. AND .L OTHER TEW CIRCUIT BREAKERS. rprELIIT A IV thr_ 7217 e'ACE "'LE N- g5 PROJECT: THE BON MARCHE LOCATION. ELECTRICAL ROOM poL .9g:TRTIoN LIGHTs oTHER 255 SpARE PANEL E (EXISTING: 40 Am PoLE c.B. POLE Amp ,Ac sm so Am SO 7F1, 125 1.00 LIGHTS DRANSFOR.R TRANSFORMER 20 22 24 12 14 Ds 25 32 34 TRANSFoRmER 42 voLTAGE MAINS. 400.411AIN miN Bus NEE. 4E5 NEc FoR oEmAND FAcToRS .IMENS P2E42 ■ Tyra 52 MAR I ? 20110 REHM WILLIAM POLK ASSOCIATES .atfiFrosTiaino,, AE Associates, Inc. Eneineere and Scientfets Post Alley Seattle, Washington SSI01 (20() 903-1900 THE BON MARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206-506-7201 REVISIONS 8 2 >- w < >- __I he cc I ±1 se o_ cc 6 w w W (0 8 s 4 4 9— 4 FILE NAME. SCALE: 4. NOTED DRAWN BY: KID 02-22-00 EO-1 LUMINAIRE SCHEDULE TYPE SIZE/ DlSCRIPTION LAME ITF ORNATlc TOTAL WATTS MANUFACTURER CATALOG NUMBER VOLT MOUNT- ING RECESS DEPTH REMARKS TYPE STY, LAMP TYPE ffCES;EC DOU LIGM 6/CLEAR dL2lK REFLECTOR FLW. 2 F4275X/416 50 INDT TIOR - 411E - SA 120 RECESSED B' G cCE55ED T X 6 RWRESCENT LAY -M FLW 1 F4WLR5 92 MT OS - SG - K2 - 6EA 120 T - BAR 6 12• 5' R-90 6CENT STRE FIX111 RW < F4¢W/R5 156 NOT 65 - 250R - H - 5TM 120 C NN APG CHUM HMG£ 40 AFF DI = , f.C 9TRF FN... FLW. i F401IR5 92 INDY WU - 2408 - H - STM R0 CHAIN MIJG CHAIN '''' .10' 4FG F LIGHT TRACK INDT 110 01R'ACE - G WALL ORAOCET, 5 FLWTSCENT FLW. 2 Fd0LR9 92 METALUX 51 - 140 - 120 - EB 120 SEWAGE XI EXIT 51.6 (SINGE= FACE, - SELF CONTAPED 30 FRESCOL ITE EXIG2E91 Q0 CHA1N MAK- X2 EXIT SIGN COOIELE FACE, - SELF COWAN. 30 FREWOLITE EX.202 120 CHAIN HJrKa Y PIEHGENCY .56E55 LIGHT - SELF CONTAINED 30 PESCOLITE ELEA 120 SURFACE - EM59656 Y LK6 - RENCTE HEAT 9 FRESCOLITE ELH - Nd 60BW 6 I1,,,ACE COAECT TO TYPE T' FIXNRE GENERAL NOTES: ALL FIXNRES TTFE OTHFRllISE NOTED 82 — J fNSiALL 2X4 LA DURING DEMOLITION S REM INTO M INTO MODIFIED ROOM. 5,1 111111110E - I I I H 5L -26 0 2 OoOcs RECENEO CRYOFTl116WI1A MAR 1 T 2000 PERMFCEN EF: WILLI_`i `! POLK ATE] ufE /PLINNI�'a /IMfERlnll/ 1RC SI?epm +eteellnVe 12aa I = r,++o C.0 I <oC, d, ewl AE Associates, Inc. Engineers and Scientists 1118 Post Alley Seattle, WashIneton 98101 (206) 903 -1900 THE BON M.ARCHE STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -506 -7201 REVISIONS J W 0 0 < J ¢ ¢< I_ W CC m U G = C") Eli I L W FILE NAME: SCALE: A5 NOTED DRAWN BY: KD DATE: 02 -22-00 E1 -6 41 CFES � -A:, - C r�V E.S' SHIER ':D':4 CN IJ DuR NST< L. O.v 0= CGnDIJ 3 CC _L MC S � -� E N_ ,LOOK FC_,Ex _Nv'Gr =RWV UNDEKLO,R. SEE R_G NOTE I. COLLET 120V CRC., IN JISCTICNS BOx NEAR LOCATION a,. 7CONNEC- TO ExISTIY Vey CIRJ TS 4 = -4N__ 0.:4 GE'%OL.TICN :SEE =_K. NOTE 3' CASt,'!ER TEL /DATA GOND, D.R, S^ - 4LE: NOME r 4 12, CRIL NOTE: =EPT!: <ND' COVER C- CONDO PER CODE. �J n ce z Mp9.TED E%NdLBT FAN. ROJ, k>,FRdC HP TRIECLN:fiC -U, ❑0,204 DPDT, 24 NR laSELF LUND.. I.SERVE AND *IF A DAY.ATIIR. CCCRDMATE �LEGnvE DEYALIiIQi ...T ORS BACK ETIOYE ELECTRICAL R'AYi. ABANDON C ra CNLRIT II ( F OVIDE F RETAIL SEIPIPQTi (Tio)NDE RILL CORD sTr,�Irc AREA p2000-Qq35 ECE VE' CRY R DFTUNYlI MAR 1 7 NOR PERMRCENTEP THE BON MARCHE I� STORE PLANNING THIRD & PINE, 7th FLOOR SEATTLE, WA 98181 206 -506 -7201 WILLIAM IL1 T7IA7IIM POLf1 ASSOCIATES COITECN118/FGNNINC /W TEWORS 1&BPBON6 (308) 822 - N PA% i @2 �.,, AE Associates, Inc. Ergtneers and ScientISts 1118 Post Alley Seattle, Illashington 98101 (2057003-n00 REVISIONS -J 0 YW Q CC J 50 w CI- -J n W � W W ¢ gz u- I op FILE NAME SCALE: AS NOTED DRAWN BY: KD DATE: 02 -22-00 E1 -7 COLUMN SCHEDULE MARK COLUMN SIZE BASE PLATE SIZE BASE PLATE TYPE ANCHOR BALT `.'ZE REMARKS C1 TS 6 x 4 x 1/4 1/2" 6 0-10" A (4) -3/4 "0 9' -6 1/2" C2 TS 10 x 6 x 1/4 1/2" i0 I' -2" A (4) -3/4'0 C3 TS 10 x 6 x 5/16 5/8" iS 1 -2" B (4) -3/4 "0 APPLY NOTE 2 C4 TS 8 x 4 x I/4 1/2" 8 1 A (4) -3/4 "0 NOTES: 1. REFER TO DETAIL 6 FOR BASE PLATE DETAILS. 2. SAW CUT EXIST. SLAB AND PROVIDE 3' -0" x 3' -0" x 1' -4" DEEP FOOTING CENTERED 'UNDER COLUMN W/ (4) # BARS EA. WAY BOTTOM. PROVIDE #4 DOWELS AT 16" O.C. BETWEEN FOOTING & EXIST. SLAB. HORIZONTAL T.S. HEIGHT SCHEDULE RUG RACK SIZE "H1" "1-12" COMMENTS 4x6 7' -0 1/4" 3 7/8" 6x9 9' -6 1/2" 3 7/8" 12x9 9' -6 1/2" 3 7/8" STRUCTURAL NOTES THESE NOTES ARE TYPICAL UNLESS NOTED OR n. AT -'ERW S LODE ALL MATERIALS, WORKMANSHIP [ SAC' DRAWINGS SPECIFICATIONS AND THE EDITION. SPECIFICATIONS AND ,TAaDA ARE TO BE THE LATEST EDITION. DESIGN LOADS LIVE LOADS- SHOP DRAWINGS ROOF (SNOW LOAD) 25 PSF (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER UBC SECTION 1607)_ EARTHQUAKE LOADS - INTERIOR PARTITIONS W = TOTAL SEE.' CLAD WIND LOADS: "..JD SPEED 80 IdEH EIL FACTOR 1.0 SEE PLANS FD F ATT - 6,4 DESIGN LOADS. SPECIAL INSPECTION SPECIAL INSPECTION IN A_ " =. _ _ 'MTH SECTION 1701 OF THE UBC IS REQUIRED FOR THE FOLLOWING: 1. STRUCTURAL STEEL .- 2. FIELD VELD, FOR hEV, - FAL SEE'_ 3. ANCHOR EMBEDDED 01.,P.ETE. INSPECIP01. = -ALL BE DONE BE A W.0 CERTIFIED TESTING AGENCY DESIGNATED BY THE OWNER_ '-- ARCHITECT 01:D STR_CIATRAL ENGINEER. SHALL BE FURNISHED WITH COPIES OF A_ TEST RESULT. SHOP DP.AVVINGS FOR STRUT MEMBERS SHALL BE SUBMIT REVIEW PRIOR TO THE FA THREE COPIES WITH ENGINES .t. TO T, T 19y . HE DRAWINGS S i.1 � 5 PSF LATER4L APPLY COL. SCHED. ITOTE C2 D AS DEFINED PER UBC SECTION 1630.1_ ?CHITECT AND STRUCTURAL ENGINEER FOR ESE ITEMS_ SUBMITTAL SHALL CONSIST OF STAMP PRIOR TO FABRICATION. ENGINEER'S SHOP DRAW. RENEW' IS FOP GENERAL CONFORMANCE MTH THE DESIGN CONCEPT AND CONTRACT DJCUMEN3_ MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY AND FOR PERFORMING THE WORK IN A SAFE MANNER. ENGINEER'S SHOP DRAWING REVIEW OF STRUCTUPS COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED ON THE BASIC STRUCTURE_ THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONNECTIONS TO THE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE LOADS IMPOSED ON THE BASIC STRUCTURE SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE CONTP,ACTOP. PRIOR. TO REVIEW BY THE ENGINEER. FOUNDATIONS SOILS REPORT EVALUATION: NOT AVAILABLE FOR THIS DESIGN. ALLOWABLE SOIL PRESSURE: 2000 PSF NON- SHRINK GROUT NON- SHRINK GROUT SHALL BE CEMENT-BASED WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM C -109 GROUT SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STRUCTURAL STEEL STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", LATEST EDITION. PLATES, SHAPES, ANGLES AND RODS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. ANCHOR BOLTS SHALL CONFORM TO ASTM A307. STRUCTURAL TUBING SHALL CONFORM TO ASTM AS00 GRADE B, Fy = 46 KSI. BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A307. BOLTS SHALL BE 3/4'0 MINIMUM. CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. WELDING WELDING SHALL CONFORM TO AWS D1.1 1996 EDITION. ALL WELDING SHALL BE DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, MINIMUM FILLET WELD SIZE SHALL BE PER TABLE 5.8 IN AWS "STRUCTURAL WELDING CODE ", 1996 EDITION. ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WO) CERTIFIED WELDERS. ADHESIVE ANCHORS BASE ANCHOR MINIMUM ALLOWABLE ALLOWABLE MATERIAL SIZE EMBEDMENT TENSION SHEAR CONC. 1/2" ROD 4 1/2" 2,725 1,935 CON, 5/8" ROD 5 5/8 " 4395 3,025 CON, 3/4" ROD 6 3/4" 4,653 4,355 CONC. #4 BAR 6" 3.410 2,800 CONC. #5 BAR 7 1/2" 5,625 4,400 CONE. #6 BAR 9" 7,105 6,:100 1) THE ABOVE VALUES ARE BASED ON THE HILTI HIT HY 150 INJECTION ADHESIVE ANCHORING SYSTEM. CONTRACTOR MAY USE ENGINEER APPROVED EQUAL. 2) ROD STEEL IS A36, Fy=36 ksi Fu =58ksi 3) REBAR STEEL IS A615, Fy =60ksi Fu =90ksi 4) ALLOWABLE SHEAR AND TENSION LOADS ARE THE LESSER OF THE BOND STRENGTH OR THE STEEL STRENGTH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. VERIFY POTENTIAL CONFLICTS OF EXISTING FEATURES, PIPING, HVAC ETC. MITH NEW WORK TO BE INSTALLED. CONTRACTOR TO SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS_ SHORING AS ERECTION LSTFFENNGTEMPORARY ARE INSTALLED. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. PLAN EXIST. PIPING ATTACHED TO CEILING SCALE: 1/8" = 1 EXIST. ROOF I /4" 0' " ELT 4 5 /8 X "mx "LAG ND P BO T EXIST. 5 1/8" x 21" GL BEAM TS PER PLAN 3/4" NON- SHRINK GROUT (2) 3/4 "0 HILT! KWIK BOLT II W/ 4 1/2" EMBEDMENT DETAIL SCALE: 1 1/2" = 7 - 0" /2 4 -8 1/2" on= 5 -1-11 1/2" VARIES COL. 0 ( �F/ 1E-0 1/2" 5/8 x 3 1/2" LAC BOLT (1) 3/4 "0 A307 BOLT PLACED IN BOTTOM OF LONG VERTICAL SLOTTED HOLE IN ANGLE WITH NUT 6, WASHER 6 PL PER SCHED. CONC. SLAB ON GRADE 6 t PER ACHED. TYPE "A" BASE PLATE ELEVATION O BASE PLATE DETAILS SCALE 3" = 1' -0" SCALE: 1" = 6' -2 1/2 TS A x 4 x 3/16 3 O ELEVATION SCALE: 1/4" = 1' -0" 1TP. TYP. /2" LY COL SCHED. NOT 2 C2 ST 5 1/8" 2r 6_AM >— E +..,T. 2 x 6 Or 24" 0. C. COt D. SLAB ON GRADE 3 16 3/16 O EXIST. 2 x 4 O SE C O 7 SCA LE 1 1 /2" = 1' -0 5/8 "0 x 3 1/5 LAG BOLT / (1) 3/4 . '0 A307 BOLT J PLACED IN BOTOM OF LONG VERTICAL SLOTTED HOLE IN ANGLE W/ NUT Ai WASHER 3 1/2 x 3 1/2 x 1/4 x 0 -3 1/2" TOP. TS. HT S. ELEV. 0.0 Lox 4x 3/8 NOTCH TRACK 0 COL. LOC. AS REQ. #10 SELF DRILLER TS 10 x 6 x 1/4 L4 x 4 x 1/4" O SECTION SCALE: 1 1/2" - 1.-0" O DETAIL 4 SCALE: 3" = E -0" TS 3 1/2 x 3 1/2 x 1/4 L 3 1/2 x O SECTION SCALE: 1/2" = I' -0" �. OF 6" DEMISING WALL S COL 0" E CONC SLAB ON GRADE D2 o1 T.S. STS T.S EXIST. 8" CONC. SPANDREL BEAM ® ELEV. 0.0 ELEV. 0.0 ENGINEERING 111 MAIN STREET, SUITE 108 EDMONDS, WASHINGTON 98020 PHONE (425) 778 -8500 FAX (425) 778 -8538 Wi ,I T A RT POLK ASSOCIATES crone /eux me /tnrxw yzs ret,eeno a (zoel azi- eza�' eix iraei'ez�°ea7� THE BON B. STORE ?L'(;I, THIRD 8, PINE. SEATTLE, WA. 206 -SOS 7201 REVISIONS B- = IIs�� , E LB v J Q W 0 : N ID m H . GTE.' s ure aM zs'zoox 31.0 (.1) Q Z F- J J o O Q § r- Z Z W X J° I-w CYo M CO = H- Q LL RECEIVED U CITVOFTIETWIfAD Z rn MAR 17 70P7 ct Q CO ND PER. Cr) 0- FILE NAME: B -51_0 SCALE: AS NOTED DRAWN BY: RLR DATE: 03 -13 -00 MINIMUM CMU WALL REINFORCING THICKNESS VERT. REINF. HORIZ. P,EINF. 8" (1) - #5 8 32" O.C. (2) - #5 0 48" 0 - NOTE. VERIFY LOCATION OF EY1S0 R.EBAR BY NGN- DESTPUCTI'TE METHODS. (2) 3/00 HILL 01:K BOLT E W/ 4 1/2" EMBEDMENT LS_ PEP -LAN 0 0 DETAIL SCALE, 3 = . EEL EXIST. 8" CONC. SPANDREL BEAM T.S. COL. LOCATION PER PLAN O DETAIL 2 TAIL I/2 = -0 /EXIST. 404 MASONRY INFILL NOTES EXIST. 2 x 6 @ 24' O.C. TYP. c0 - ors (1) -5/8 "0 LAG BOLT TYP. (1) -5/8 "0 x 3" LAG BOLT 2 X 6 BLOCKING EA. SIDE OF BOLT. FASTEN TO EXIST. JOISTS W/ (2) A35 CLIPS EA. END TYP. CONCP.ETE MASGSSRY UNITS SHALL BE ASTM C90, MEDIUM WT, TYPE I Om = 1500 PSI MORTER SHALL CONFORM TO ASTM C 270 TYPE S. GROUT SHALL CONFORM TO ASTM C 476 Oc = 2000 PSI 1_ GROUT SOLID ALL CELLS CONTAINING REINFORCING IN LIFTS NOT EXCEEDING 0 -0" 2. PROVIDE 3/4 x 12" STEEL DOWELS AT 48" T.E. MAX. BETWEEN EXISTING WALL AND INFILL MASONRY WALL. 3. FILL ALL CELLS CONTAINING REINFORCING OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CON ENGINEERING 117 MAIN STREET, SURE 105 EDMONDS, WASHINGTON 88020 PHONE (425) 778 -8500 FAX (425) 778 -5538 THE EON MAARCHE STORE PLANNIN THIRD & PINE, 7th FL SEATTLE, WA 51318, 206 - 506 -7201 WILLIAM POLK ASSOCIATES �DE� e ��,m,�,ows wa xe (zael ezi-eaos nx eon. . EGISI ERE W , RCHI 1 sT aF w arox REVISIONS aa } v Q Q N CT < Y g LLJ O < U Q F O LL S1.1 FILE NAME'. 6-51_1 SCALE: AS NOTED ORAWN EY: RLF DATE: 03 -13 -00