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HomeMy WebLinkAboutPermit D04-011 - MONEYTREE - PARTITIONS DEMOLITIONMONEYTREE 6720 FORT DENT WY D04 -011 • • • • • 2 • �W - I0 •0 0. • N 0' •to J F .N u. W0 u.Q co d' .= • Zx • Z I' W W. 00th` 0 H: W U. H U; W O� WZ U.-; • :O Z. � 1U1, W U r9ag Ci of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: Address: Suite No: 2954900455 6720 FORT DENT WY TUKW Permit Number: Issue Date: Permit Expires On: D04 -011 03/15/2004 09/11/2004 e Tenant: I Name: MONEYTREE 1 Address: 6720 FORT DENT WY, TUKWILA WA Owner: Name: JOHN C RADOVICH LLC Address: 2000 124TH AVE NE #B 103, BELLEVUE WA Contact Person: Name: JENNIFER MUKAI Address: JPC ARCHITECTS, 355 110 AV NE Contractor: Name: BAKER CONSTRUCTION Address: 2711 E SPRAGUE AVE, SPOKANE, WA Contractor License No: BAKERCD066CZ Phone: Phone: 425 641 -9200 Phone: Expiration Date: 03 /31/2004 DESCRIPTION OF WORK: DEMOLITION OF PARTITIONS TO MODIFY SPACE TO CREATE NEW BOARDROOM. Value of Construction: $ $75,000.00 Type of Fire Protection: SPRINKLERS Type of Construction: VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fees Collected: $1,355.44 Uniform Building Code Edition: 1997 Occupancy per UBC: 16 Fire Loop Hydrant: N Number: 0 Flood Control Zone: N Hauling: N Start Time: Land Altering: N Volumes: Cut 0 C.Y. Landscape Irrigation: N Moving Oversize Load: N Start Time: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: N Public: N Water Meter: N doc: Devperm D04 -011 Printed: 03 -15 -2004 z �z u� D J0 cU 0 Co o wi u- w 9 - U. co �. = �w z X I— O zi_ �p U off wW �O ii z ' t U =. ~ O Z . City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: lJ = d Y I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. i r The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constru ion or t performance of work. I am authorized to sign and obtain this development permit. Signature: IW Date: .� Print Name: r_ c 1' - � , atk 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. doc: Devperm D04 -011 Printed: 03 -15 -2004 Z Z. W J U. UO W= H N u. WO* LL ¢ �a = w H- _ ZP HO Z I— 2 5' Ua CO iO D F- WW U V_ 0 — O, Z CO O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2954900455 Address: 6720 (FORT DENT WY TUKW Suite No: Tenant: MONEYTREE Permit Number: Status: Applied .Date: Issue Date: D04 -011 ISSUED 01/20/2004 03/15/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of 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 code shall be valid. 11: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 14: Maintain fire extinguisher coverage throughout. 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 16: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 17: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions doc: Conditions D04 -011 Printed: 03 -15 -2004 ..... � :�,,:.' z z �w QQ WV U UO CO W J S2 LL w U. CO = �w z �_O z �_ W w U� O- OH w �O .z w v__ 0 z � @S-X. � City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and Z approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler w systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk j Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal v to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance v o j #1901) N w f 19: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance J = CO LL #1900 and #1901) w O 20: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire —� Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC � 1001.3) _ CY �w 21: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and ? ~ Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) z � 25 22: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) v o. CO 23: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed �- description of intended use. = w i �U 24: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. w N U 25: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at p f' ' (206)575 -4407. Z I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 1 �, Date r ` o� doc: Conditions D04 -011 Printed: 03 -15 -2004 • C ` HA w, CITY Of TUKWILA o Community Development Department $ Public Works Department �. ,� Permit Center 1809 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance* Contact Person: WAVX_ A5 19Z`. E -Mail Address: M ,1-40 (t et, xr kl4ak (hm Company Name: Day Telephone: 42-S •!04 (• '?2-0 C) �7G VC0 5 7 Fax Number: _ Mailing Address: City Stale Zip Day Telephone: E -Mail Address: \applicalioWpermit application (1 -2003) 1/2003 Page t i Company Name: J PL Al -'ELfS Mailing Address: 97G,J ti 1 b T �V� E 156u eVVE 40004 City State Zip '••, �7 :n;: :C9's �i'i: " ? : ? l:Y v{ti V�� G:. W Y/{ 1 J': . r '. G;�;; N:'r .r ", I Z Applications and plans must be complete in order to be accepted for plan review. ;= Z Applications will not be accepted through the mail or by fax. W * *Please Print ** D J V U O • :'•' , i';� ( ', ��cs`.x� ✓Y'r �h�:if,':,t' [ �a'S'= 'x "::2': ar ry.5+r�t` [ r y .• ( . � , � [ �` :+$N':r�!r J•,r.3'I.,�u r� 's+'..}�i: r ' ♦ _ rr . .4. } ..1' K F Sv� N' ^w yt '.. -yl a ..! 5�&•(r ^y''�.. +t j 4�.'`Y 1 �.'fei- : L • Yt .A � '. � .��r� `. �✓..:. \.l T•, t la �' lY . r' �' j1�, ' ��� ., ,A \ r,, . ,, , .. k" . 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" ';41 c�• r�rzf� A Name: Jf 11U 1 (e)2r �/�, kA- Day Telephone: �? 041 • 7.0 O 2 w D a Mailing Address: J I& AteG&h t rKGfs 3�5 H o o J A N 6 oaI.�Vi UFi W' R rao 4 0 City State Zip E -Mail Address 1 GV KI- fG✓►'1'l a - IWZA " *t4.5 ayti— Fax Number: t�?� ' (�� • g � a F- — i L) F- , "j"��� .'t: 'r r �, r i � -. �:_ :,»?;� rM :� a .. k , . :Arr'" ,� .gas'•, . ���Y,45�.i`�,i• } y �3" yy� :N .;3+.�._; . . , .i•_'i::t'f�,7ti �.7"'�}'•,r. ��,f�� C ..r ?V a•. i \'k }�� � 'I 1 S� �� �j � _ �j� .J .�r: t�.. 'Y i a2 0. }�*7 'Xl�` "'YY ✓, i i L \i:. ����' Y �2: »,� n ���� r ��,`t : ^x �vn'��"� 'h'= t/ ii,�• SK�� t� t,. »t=;- TJ r - f ' r�'t•..�r 4U�+• j{ r't r ,� yr ^.' r � „fir{ h l`• s .. �Sy ": +l^. �� ��4. ''rrr�•' "�.r..�."E.:,y.`�'NE�`� r�" L' ����"'< V„ O Z { �..�•+. iiL. ..fY"r �� ?M +w}'b , i�. �izR�'��i`rr � ')' � �y if��.' ��{'' c�� �' r�' �������� }����s�'.}�r'sr'�,�'+�• 1.•'{ . >_��s.,'t.E�d. 'S•r' >* r,?�a:�x. +stfiti +- .,,n. r ;: 'tZ .Mi,,. »:':.n ta, r, +..._�._r.- + Company Name: — Mb D o Mailing Address: Z City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance* Contact Person: WAVX_ A5 19Z`. E -Mail Address: M ,1-40 (t et, xr kl4ak (hm Company Name: Day Telephone: 42-S •!04 (• '?2-0 C) �7G VC0 5 7 Fax Number: _ Mailing Address: City Stale Zip Day Telephone: E -Mail Address: \applicalioWpermit application (1 -2003) 1/2003 Page t i Company Name: J PL Al -'ELfS Mailing Address: 97G,J ti 1 b T �V� E 156u eVVE 40004 City State Zip Jaluation of Project (contractor's bid price): S '76, 000 Existing Building Valuation: $ I cope of Work (please provide detailed information): Q5W Lt 0r I►�I,y d I �( 5.p19 � To G ►�t=.w P� A-►2A ►� Gt Vill there be new rack storage? ❑ Yes . No If "yes ", see Handout No for requirements. P covtde All Butldin Areas m Square Footage Belovv. g Yp e of ddiUon Ito Type of =; A T upan Interior 'Bg Constructtan xlsttn Occ' cy per emode tru" ' r New` : Ex�sttng R 1 S ctu a p.... , 2: Floor 3 3 q 933 -k Floors , thru' ;Basement' ;Accdssdf9iS0dd e* r Attached Gtira e ! Detached "Garage. �: Attec ed.CarpOrt`. D,etached'Capiit'_`; Uncovere�:Deck -:.�° i •LANNING DIVISION: ingle family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. lumber of Parking Stalls Provided: Standard: Compact: Handicap: All there be a change in use? ❑...Yes ❑ .. No If "yes ", explain: IRE PROTECTIONMAZARDOUS MATERIALS: Sprinklers ❑...Automatic Fire Alarm ❑ ... None ❑ .. Other (specify) ✓ill there be storage or use of flammable, combustible or hazardous materials in the building? ❑.. Yes JR-.No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. ITILITY DISTRICTS: tote: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit pplication. later ] .. City of Tukwila Water District ❑.. Water District # 125 ❑ ... Highline Water District ❑ ... City of Renton Water District ewer ] .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑ ... City of Renton Sewer District ... City of Seattle Sewer District ] .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) .4 7plicationAperrnit application (1 -2007) Pa e 2 e.ia5 2uwe� t ur�.F.A ^ :k�S "EU�;a Z Z '~ W U N(3 W = J CO) LL WO 9� LL C0 tLJ r � r ZO LLJ 5 U� ON 0 I— W W F_ O W Z CO) O Z Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please referao Public Work`s Bulletin #l� for feesland eshtnate sheet , ;. . Street Use: ❑.. Street Use ❑ ... Channel ization/Striping ❑ ... Curb cut/Acccss/Sidewalk Land Altering and /or Hauling: ❑.. Land Altering: ❑ ... Cut cubic yards ... Fill cubic yards ❑ .. Hauling i Storm Drainage: .. ❑.. Storm Drainage ❑ ... Flood Control Zone Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑ ... City of Renton Sewer District ❑ ..City of Seattle Sewer District ❑ .. Sanitary Side Sewer ❑ .. Sewer Main Extension ❑ ..Private ❑ .. Public Water Information: .. City of Tukwila Water District ❑.. Water District # 125 ❑... Highline Water District E) ... City of Renton Water District ❑.. Water Main Extension ❑.. Private ❑...Public ❑.. Water Meter/Exempt: Size(s): ❑.. Deduct ❑ ... Water Only [].. Water Meter Permanent #: ' Size(s): [] .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑.. Miscellaneous: Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water... ❑ Sewer ... [] Sewage Treatment..... ❑ Fire Line .... Cl Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Z Z . tar W . W� �U U U) o J� N W W O}}. 95 LLQ CO) Z C% �W Z F l-- O 2 F-' W p, ON 0 I_ W LU U; H �O. W Z O I— Z t+PP1iC$ i0"3*r nil &PPOCAtion (1 -2007) 1 /207 1— . Page I MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number:_ Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): S, Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type Electric .....❑ Gas .... E] Other: Indicate type of mechanical work being installed and the quantity below: 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER CA AU HOMED AGENT: Signature: Date: Print Na e: - /�� � ' Day Tele hone:��� Mailing A s• ,�7 s 1 /0 A6 /V C City State Zip Date Application Accepted: Date Application Expires: Staff Initials: — ? -Ze -OY SST lapplicalions%permil applicalion (1.2003) 1/2003 Page 4 Z �Z '~ W UO N0 CO LLI J = H C0 W W O g U. CO = a F- W Z= F- 0 Z 1— W W U� O- o I- W w H~ �O .. Z W U= O Z J, Unit Type: Qty Boller /Compres$or Qh' -' Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm/Ind 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER CA AU HOMED AGENT: Signature: Date: Print Na e: - /�� � ' Day Tele hone:��� Mailing A s• ,�7 s 1 /0 A6 /V C City State Zip Date Application Accepted: Date Application Expires: Staff Initials: — ? -Ze -OY SST lapplicalions%permil applicalion (1.2003) 1/2003 Page 4 Z �Z '~ W UO N0 CO LLI J = H C0 W W O g U. CO = a F- W Z= F- 0 Z 1— W W U� O- o I- W w H~ �O .. Z W U= O Z J, -, • r'•LY.�•; •� J. w ;c •.p •f -•• - e ... .�. � vt .. G;. � ` ". ''• ", t t • ^' ;Y:t�.t • ��,'' i �', r,ti;: ,N' 4 .,�•„ •1 '' �i : �f ..��6 :;�•.`. � .... n �• 0•'l•3�a }.: :.\'a.. .•>'.,5 ?L•1it,r..r,l�u5f�. •• \4 m.•r, ,.ti,rq••r,�% a "•„•• .+it \'r 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 D BUILDING SITE - PLANS AND UTILITY PLANS ARE TO BE COMBINED NIA SUBMITTED ❑ Complete Letal 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 1•f -10). Four (4) sets of working drawings (five(5) sets for structural work), which include ❑ ❑ Site Plan (including existing fire hydrant location(s) I. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3• Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of Phone• r- ,�[�' Fax # 42 , C 10-31 3- O any hazardous materials; dimensions of proposed tenant space. ❑ ❑ _ Vicinity Map showing location of site ❑ ❑ Rack Storage: if adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ 0 Indicate proposed construction of tenant space or addition and walls being demolished ❑ [3 Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, 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 ": �yildiig lr�d;.t1 • !f 1the; aj�} �' lltant)sothet,th�n�the'dNirie �re'glsigieal arrfilcect/enginee, or cdntr�'etor•,i)cerised,by, ttie�5iac� "•,: p�fy�rl7akJln¢7tclri z,Fiofarize►3'JecterYror» iHe p )petty ownpc �utHorizin`the.ag�nti tti.sutirialt ; th) s: permJCappjia 'tioh.�hd.obtaln•ah� p'e�mlt.wl /l: .be.ret7ui�fwt7,p, n�o�hls'•subr»)tta �' �I i HEREBY CERTIFY THAT / D AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P V PERIURY BY LAWS O THE STATE OF WASHINGTON_ AND i AM AUTHORIZED TO APPLY FOR THiS PERMIT. '•Bf/IL'DI'i'il M = (7RR74' THdRI L7I1G NT.•' ''" ' Signatur , Date: Print n e: Phone• r- ,�[�' Fax # 42 , C 10-31 3- O Address I- lOk� U� City /state/zipj� C O t f /3Q/OG " • "..' h Lt..: : 5'�7- "I2 ,W+'."''.yrr}'S.' ",:tom. ra.^c» k`7rN;ilC7 /.'. N' f)`.•+.}!? Xaxrt;! n'�w:t:;�nrest:�a"il'tf+W51.3�c PrY.!!+kit'r,°!fim4eti •r.r; .rt, r...,:.; a' Z Z '~ W JU UO N C0 LLJ J = H N U. WO 9_J U. Q CO) D �W Z 1— H O Z I— W W U ON W W H5 LL O Z U= O Z �. � Cit y of Tukwila rs 6300.Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2954900455 Address: 6720 FORT DENT WY TUKW Suite No: Applicant: MONEYTREE Permit Number: Status: Applied Date: Issue Date: D04 -011 APPROVED 01/20/2004 Receipt No.: R04 -00304 Initials: SKS i User ID: 1165 Payment Amount: Payment Date: Balance: 823.25 03/15/200411:18 AM $0.00 Payee: BAKER CONSTRUCTION TRANSACTION LIST: ! Type - -- Method Description Amount - - - - -- Payment Check 419743 823.25 ACCOUNT ITEM LIST: j Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 818.75 j STATE BUILDING SURCHARGE 000/386.904. 4.50 Total: 823.25 i i -10 07116 1716 TOTAL. 0 " - 25 doc: Receipt Printed: 03 -15 -2004 z = Z: U0 W w i, J � W O L Q CO d z F- LLJ 5; U� 0 N . W W Lll Z CO) O Z S ti . f City of Tukwila t 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , Parcel No.: Address: I' Suite No: I Applicant: i I Receipt No.: R04 -00041 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 532.19 01/20/2004 09:01 AM $823.25 Payee: MONEYTREE, INC. f TRANSACTION LIST: f Type Method Description Amount j ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 071082 532.19 j . ACCOUNT ITEM LIST: Description ------------- - - - - -- Account Code Current Pmts ----- - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 532.19 Total: 532.19 2954900455 6720 FORT DENT WY TUKW MONEYTREE, INC. RECEIPT Permit Number: Status: Applied Date: Issue Date: D04 -011 PENDING 01/20/2004 Z I Z W UO. l0 0 . CO) J W O LL CY: =w z� F- O Z F W LU U !O co 0 F- = L) - O W Z U N: O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER IWO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981j38 ( 0 1431-3670 Phgnfk NN6: ved per applicable codes. M Corrections required prior to approval. A ipt No.: Date: ProjXt: I jifi f" — a — y-,tg Type of t ion: Address: ' I J2)ate Called: Special Instructions: Date Wanted: ra. rn — .0 79 Requester: z Z W 00 N 0 CO W: LLI -J M LL: 0 LL CY LLI Z W LU C0 0 — a II.- W W C. ) 0 Z lli CO) OH .z � -------- ---- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, VVA 98188 ( 06)431--3670 Projecp.j.. I r Type of Inspection: Add ess: IF= Pate ailed: 7 Special Instructions: Date Wanted: C a. n2, 7 --26' p . m. Requester: Phon '7 - 7- tva; 'oved per applicable codes. Corrections required prior to approQ--- "NTS: Dat • dtj 00 REINSPECTION F E REQUIRE,. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Receipt No.: Z I i,.: W C.) 00 Cl) 0 CO W W U- 01 9:3 LL CO) CY W z ZO O O W L 5. C.) C11 0 a 11-- W W . C U- a z O Z. INSPECTION RECORD Retain a copy with permit bo e f - 011 INWEEFMON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION `A' 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 , ; Approved per applicable codes. Corrections required prior to approval. CO MENTS:- t Projpt: Type o nspe tiofiyc. l` p r Address: Date Called: Special Instructio s: Date Wanted: Requester: Phone No: 7 r 7 �O Receipt No.: Date: inspector/ / u I Date ' / �7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspect on 5 Z 1Z '~ W JU UO N a (0 UJI J � co U. W O LL N �. W Z �. H O W W U O- O F- W U LL - 0 Z. ui O ~� Z INSPECTION RECORD ' Retain a copy with permit J)6 INSPECTION NO. PER NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 )431 -3670 Pro'ect: Type Qf Insp ction: YMA 1/ Ad ress: 149 Date Called: o Special Instructions: Dal Wanted: a p.m. Requester: Phone . o: • 111WOl,�= . . $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: zz � W UQ CO w� N LL WO 9 : U_ Q N� = C% �W z �. I- O W H �� U� O C' o F- W W. �- O w z U= O Z INSPECTION RECORD''. � Retain a copy Mth permit INSPECTION NO. MEN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ,j ct: }_� 56 1 Ty�n��1 coon E tzw A dress: W Date Called: Special Instructions: Date Wanted: 0 Requester: Phone N �o F1 $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: 01 Z W W� UO CO 0 U) J � CO U_ W LL Q = �W Z= z o: W U � Q H ca W _ 0 wZ co O ~. Z INSPECTION RECORD" Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Y Project Nip � -� Type of Inspection: F CA M Address: YCA Date Called: Ll1 O , OZ{ Special Instructions: I Date Wanted: ) , . Li "d- o G( p.m. Requester: Phone No: Corrections required prior to approval. 5Q Approved per applicable codes. COMMENTS: C PCs l t.. i �► 1A Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 JU 00' Co o W =. J N ILL W O LL to Cy = W ? F- Z O. W �5 O N: WW I1J z U =: O~ Z �) INSPECTION RECORD .. t Retain a copy with permit Lo ILL INSPECTION NO. PE T N CITY OF_TUKWILA BUILDING DIVISION - jW 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �� T YP e of Ins p a 'on: Address: n (4 �, Date Called: jo Spec I Instructions: / f�f ate Wanted: rl ; M. -4 Requester: Phone No: q ly — b �. Pro' t: ❑Approved per applicable codes I ,Corrections required prior to approval. COMMENTS: I S eG, U L � I VN 4q v - $ 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z. �W QQ� JU v O J = W O �4 = d. �W �o z t- W �p U O N � H, W W ` H C.). LL O' Z W Z 1r� W 4 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Z. �W QQ� JU v O J = W O �4 = d. �W �o z t- W �p U O N � H, W W ` H C.). LL O' Z W Z W52 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas R Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 00q-011 - 7 - 4- .:Address Suite # 'Reta-in.-c.u.i; schedu-le Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood &_ Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature, FINALAPP.FRM Rev. 2/19/98 2 WO� Z Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 z Z W _j L) 0 Cl) 0 C0 W W J DLL W O _j U. C' ) :F W X Z F_ HO z F_ W LLJ 5 co 0— 0 F_ W W M L ) F_ 0 ui z CO 0 z r , PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -011 DATE: 01 -20 -04 PROJECT NAME: MONEYTREE SITE ADDRESS: 6720 FORT DENT WAY X Original Plan Submittal Response to Correction Letter # ❑ Approved with Conditions DEPARTMENTS: AWC Building Division ❑ Fire Prevention Planni g Division ❑ Pub l'c or s �2 Structural ❑ Permit Coordinator DETERMIN&I ION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -22-04 Complete E Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS 7 TING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved Notation: Response to Incomplete Letter # Revision # after /before permit is issued DUE DATE: 02 -19 -04 �] Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc PERMIT C O O R D COPY 2 -28 -02 z j- Z ' ~ Cr. JU UO W = H CO) L w 2 LL Q �D =a W z �- ZO 5 U O -. Q H U = H� LL O . z . W U= O z '1N3Wf100a 3Hl 30 Ai l` no 31-11 01. 3no SI 11301ION SIHl NVK NV310 SS31 SI 3WVM-A SIHl NI lN3W(100a 3Hl 31 :331ION LEGAL DESCRIPTION PARCEL B: THAT PORTION OF VACATED TRACTS 4 THROUGH 9 AND 12 THROUGH 17, AND VACATED STREETS ADJOINING IN GUNDAKER AND INTERURBAN ADDITION, LYING WITHIN SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. DESCRIBED AS FOLLOWS: BEGINNING AT HIGHWAY ENGINEER'S STATION P.O.T. (2M) 127 +45.0 ON THE 2M LINE SHOWN ON THE STATE HIGHWAY MAP OF PRIMARY STATE HIGHWAY #1 (SR405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISION RESOLUTION #1192, FEBRUARY 19, 1962, THENCE NORTHEASTERLY AT RIGHT ANGLES TO SAID 2M LINE NORTH 30'27'06" EAST 218.36 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 140 FEET (MEASURED AT RIGHT ANGLES) NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN OF VACATED KENNEDY STREET (6TH S.) AS SHOWN ON THE PLAT OF GUNDAKER'S INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN, THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID PARALLEL LINE NORTH 59'32'54" WEST TO THE BANK OF THE GREEN RIVER, THENCE ALONG THE BANK OF THE GREEN RIVER THE FOLLOWING COURSES: NORTH 38'19'12" EAST TO A POINT LYING SOUTH 30'04'58" WEST 334.53 FEET FROM THE SOUTHWESTERLY LINE OF THE LANDS CONVEYED TO KING COUNTY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 7507300471 AND NORTH 30'04'58" EAST 334.53 FEET TO SAID SOUTHWESTERLY LINE, THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 59'24'45" EAST 183.62 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 7410290105, THENCE ALONG LAST SAID NORTHWESTERLY LINE THE FOLLOWING COURSES: FROM A TANGENT THAT BEARS SOUTH 30'5345" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 24'24'42 ", AN ARC LENGTH OF 13.63 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 22708'00" WEST 223.43 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 30'27'06" WEST 66.52 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 7708040599, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. _Q o C � U 0. APN #295490 -0455 - - - - - - - - - - - - - - - ---- - ViLd- EN:'- U U`Zi I UE3 N-InUV w- 4 -wLAW. 'AS `8 - , - -DED��' REGISTERED A I BY . C bN t GENERAL� 0 4 N Y :Cl� r BAN - "EFFECTIV DNTE: ` BAKER... CO RUCTION'.. DEV INC AV 11 -E 7; SPRAGUE E N - 0 2 ..SP0JKA -E WA 05 2-000 ( Detach And Display Certificate -- YNOTA: - <Y �j 0 • C." E OT, 3 no-W ..... el it P� - 41 13 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT... 1 I 1 1205 ROOM NUMBER REFERENCE DOOR TYPE /HARDWARE CONVENTION: ROOM NUMBER DOOR TYPE 205 /HARDWARE TYPE 1 E r b ELEVATION POINT 10 IA -8.3 DETAIL REFERENCE BUBBLE 10 WALL SECTION IA - 8.3 REFERENCE BUBBLE A REVISION REFERENCI: 4s �\ 10 INTERIOR ELEVATION SYMBOL IA -8.3 24 REFERENCE KEY (REFER TO KEY NOTES) BREAKLINE SYMBOL WALL FINISH REFERENCE KEY (REFER TO FINISH SCHEDULE) Pi -- FLOOR FINISH REFERENCE KEY (REFER TO FINISH SCHEDULE) FT3 - - -- -4 81 BASE REFERENCE KEY (REFER TO FINISH SCHEDULE) NORTH REFERENCE F.E.C. B/S SEMI -- RECESSED WALL MOUNTED FIRE EXTINGUISHER -E] CARDREADER LOCATION (COOR. WITH ELECTRICAL DWGS.) VICINITY MAP SCALE: NITS �l i cm�o sill , SEPARATE pERMIT REQUIRED FOR: MECHANICAL ELECTRICAL PLUMBING GAS PIPING CITY C� OF TUKWILA BUILDING DIVISION *0w Dw "y !t - l '.tl~ r I ur ttiat the Plan Ch:edlc aworovals are subject to errors and omis&onssml ;approval of plIans does not authorize t.`m vidti►1 of any adoQted code or ordinance. 'Recat of con - tractor's ropy of aPproved o Lt (Date Pe N > !: �► r Po. gL Fr- , WWII - NORTH PPj 09% Cpr. OF `, � Ntt1� COS1�; • Tf' �'� Tt�X�'A1A * j 11& r R • IrAm w LEGAL DESCRIPTION PARCEL B: THAT PORTION OF VACATEn TRACTS 4 THROUGH 9 AND 12 THROUGH 17, AND VACATED STREETS ADJOININ C UNDAKER AND INTERURBAN ADDITION, LYING WITHIN SECTIONS 23 AND 24, TOWNSHIP 23 NORTH, RANGE 4 IN EAST W.M. DESCRIBED AS FOLLOWS: BEGINNING AT HIGHWAY ENGINEER'S STATION P.O.T. (2M) 127 +45.0 ON THE 2M LINE SHOWN ON THE STATE -:'GHWAY MAP OF PRIMARY STATE HIGHWAY #1 (SR405) GREEN RIVER INTERCHANGE, SHEET 2 OF 4 SHEETS, ESTABLISHED BY COMMISION RESOLUTION #1192, FEBRUARY 19, 1962, THENCE NORTHEASTERLY A'r RIGHT ;* NGLES TO SAID 2M LINE NORTH 30'27'06" EAST 218.36 FEET TO A POINT ON A LINE THAT IS PARALLEL WITH AND 140 FEET (MEASURED AT RIGHT ANGLES) NORTHEASTERLY OF THE SOUTHWESTERLY MARGIN CAF VACATED KENNEDY STREET (6TH PLACE S.) AS SHOWN ON THE PLAT OF GUNDAKER'S INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE PARCEL TO BE DESCRIBED HEREIN, THENCE FROM SAID TRUE POINT OF BEGINNING ALONG SAID PARALLEL LINE NORTH 59'32'54" WEST TO THE BANK OF THE GREEN RIVER, THENCE ALONG THE BANK OF THE GREEN RIVER THE FOLLOWING COURSES: NORTH 38' 19' 12" EAST TO A POINT LYING SOUTH 30'04'58" WEST 334.53 FEET FROM THE SOUTHWESTERLY L;NE OF THE LANDS CONVEYED TO KING COUNTY BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING 140. 7507300471 AND NORTH 30 EAST 334.53 FEET TO SAID SOUTHWESTERLY LINE, THENCE ALONG SAID SOUTHWESTERLY LINE SOUTH 59'24'45" EAST 183.62 FEET TO A POINT ON THE NORTHWESTERLY LINE OF THE LANDS CONVEYED TO THE CITY OF TUKWILA BY QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 7410290105, THENCE ALONG LAST SAID NORTHWESTERLY LINE THE FOLLOWING COURSES: FROM A TANGENT THAT BEARS SOUTH 30 53'45" WEST ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 60.00 FEET AND A CENTRAL ANGLE OF 24'24'42 ", AN ARC LENGTH OF 13.63 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 22'08'00" WEST 223.43 FEET, THENCE TANGENT TO THE PRECEDING CURVE SOUTH 30'27 WEST 66.52 FEET TO THE TRUE POINT OF BEGINNING, EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 7708040599, SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. APN #295490 -0455 SYMBOLS LEGEND ABBREVIATIONS 8 r �, r Ile J oil s �I wl IA.' ® CENTERLINE CONTR. CORR. CONTRACTOR CORRIDOR F.F F.H. FACTORY FINISH FULL HEIGHT INSUL. INT. or ti NUMBER SQUARE FEET CPT. C.T. CARPET CERAMIC TILE FIN. FLR. FINISHED) FLOOR JAN. o DEGREE(S) CTR. CENTER KICKPLATE Opp. JT. A/C AIR CONDITIONING PANIC BAR LAVITORY FLUOR. FLUORESCENT KIT. ACOUS. ACOUSTICAL BY LANDLORD AT PNL. F.O.S. FACE OF STUD(S) KPL. AC.T. ACOUSTIC TILE DEMO. DEMOLITION F.O.C. FACE OF CONCRETE QUARRY TILE ADD. ADDENDUM DET. DETAIL F.O.F. FACE: OF FINISH LAM. ADJ. ADJACENT D.F. DRINKING FOUNTAIN �• FOOT /FEET �V• ADJUS. ADJUSTABLE REFL. REFLECTED FURR. FURRED /FURRING L.H. A.F.F. ABOVE FINISH DIAM. DIAMETER FUT. FUTURE L. REQ. FLOOR DIM. DIMENSION REVISION L L T.E. RIGHT HAND DN. DOWN NORTH R.O. ROUGH OPENING ALT. ALTERNATE DR. DOOR GA. GAUGE NUMBER APPROX. APPROXIMATE DWG. DRAWING G.B. GRAB BAR LT. ARCH. ARCHITECT DWR. DRAWER G.C. GENERAL LVR BD. BOARD SECTION CONTRACTOR BET. BLDG. BETWEEN BUILDING E. EAST GEN. GENERAL MAX. M.C. BLK. BLOCK EA. EACH GL. GLASS /GLAZING MECH. BLKG. BLOCKING EL. ELEVATION G.W.B. GYPSUM WALL MEMB. 80T. BOTTOM ELEC. ELECTRICAL BOARD MET. B/S BUILDING STANDARD ELEV. ELEVATOR GYP. GYPSUM ENCL. ENCLOSE(URE) MFR. EQ. EQUAL MIN. CAB. CABINET EQUIP. EST. EQUIPMENT ESTIMATE H.C. HOLLOW CORE MISC. MTD. CER. CHAMF. CERAMIC CHAMFER EXH. EXIST. EXHAUST EXISTING HD. HDCP HEAD HANDICAPPED MULL. CIRC. CIRCLE EXP. EXPANSION HDR. HEADER CLG. CEILING E XT. EXTERIOR HDWR. HARDWARE N. CLR. CLEAR ANCE) H,M, HOLLOW METAL 'N.F.S. CNTR. COUNTER HORIZ. HORIZONTAL COL COLUMN F.E. FIRE EXTINGUISHER N.I.C. NO CONC. CONCRETE F.E.C. FIRE EXTINGUISHER HR. HOUR NOM. CONST. CONSTRUCTION CABINET HT. HEIGHT N.T.S. CONT. CONTINUOUS H.V.A.C. HEATING VENTILATING AIR CONDITIONING INSULATION O.A. OVERALL INTERIOR O.C. ON CENTER JANITOR O.D. OUTSIDE DIAMETER JOINT OH. OVERHEAD STOR. OPP.H. OPPOSITE HAND KITCHEN OPNG. OPENING KICKPLATE Opp. OPPOSITE LAMINATE(D) P.B. PANIC BAR LAVITORY P.BD. PARTICLE BOARD LEFT HAND LENGTH /LONG P -LAM PLWD. PLASTIC LAMINATE PLYWOOD BY LANDLORD AT PNL. PANEL TENANT'S EXPENSE PR. PAIR TYP. PTN. PARTITION LIGHT Q.T. QUARRY TILE LOUVER OTHERWISE VCT MAXIMJM RAD. R.B. RADIUS RESILIEN7 BASE MEDICINE CABINET MECHANICAL P.D. ROOF DRAIN MEMBRANE R.T. RESILIENT TILE V.W.C. REF. REFERENCE MEZZANINE REFL. REFLECTED MANUFACTURE(R) REFR. REFRIGERATOR MINIMUM REG. REGISTER MISCELLANEOUS REINF. REINFORCING M MO REQ. REQUIRED UTE REV. REVISION R.H. RIGHT HAND Rm. ROOM NORTH R.O. ROUGH OPENING NON FROST SUSCEPTIBLE S. SOUTH NOT IN CONTRACT S.C. SOLID CORE NUMBER S.C.D. SEAT COVER NOMINAL DISPENSER NOT TO SCALE SCH. SCHEDULE SEAL. SEALANT SH. SHELF SECT. SECTION SHT. SHEET SIM. SIMILAR S.L.M. SPECIAL LAMINATED GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE BUILDING OWNER /ARCHITECT /ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. S• EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. 4. SPRINKLER, PLUMBING, MECHANICAL, AND ELECTRICAL ARE UNDER SEPARATE PERMIT. 5. CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 6. STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES BETWEEN THE CONSULTANTS' DRAWINGS WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE BUILDING OWNER, TENANT, OR ARCHITECT. 7. USE G.W.B. METAL TRIM AT ALL CORNERS AND EDGES, PAINT TO MATCH ADJACENT WALL. 8. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING SPACE CLEAN, WASH ALL WINDOWS AND GLASS, POLISH ALL HARDWARE. REPLACE AND PATCH AREAS OF CEILING DAMAGED DUE TO LIGHTING INSTALLATION OR MECHANICAL ADJUSTMENT. 9• CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS do FEES, EXCEPT THE BUILDING PERMIT SUBMITTAL FEE WHICH WILL BE PROVIDED BY THE TENANT. DIMEN SIONS i. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE Of ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 3. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS. 4. CONSTRUCT WALLS PLUMB AND SQUARE W/ EXISTING STRUCTURE AND NEW CONSTRUCTION UNLESS NOTED OTHERWISE. FIRE PROTECTION 7. IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. CONSTRUCTION I . COORDINATE CONSTRUCTION SCHEDULING WITH BUILDING REPRESENTATIVE AND ARCHITECT TO ALLOW ONGOING OPERATION OF THE FACILITY DURING CONSTRUCTION. 2. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, PLUMBING. MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIRE TREATED BLOCKING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. 4. ALL NEW CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE. MAX. DISTANCE ACCEPTABLE BRACES SHALL BE 8' -0". 5, THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS. 6. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. CEILING i • ULILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR ELEVATION TO BOTTOM OF CEILING GRID OR OTHER FINISH SURFACE. 2• SUPPORT DATA - LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED IN FOUR DIRECTIONS, 90 DEG. APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEG. FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12' -0" O.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL. SEE DETAIL 9/IA -9.1. 3. VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A MAX. 16 SQ. FT. OF CEILING AND SADDLE -TIED AROUND MAIN RUNNERS, PER CHAPTER 47.1812 OF THE UBC STANDARDS. CROSS RUNNERS ATTACHED TO MAIN RUNNERS BY SADDLE -TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE WIRE, OR APPROVED EQUIVALENT, PER CHAPTER 47.1812 OF THE UBC STANDARDS. DISCONTINUOUS ENDS OF CROSS- RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WALL. 4. CONTRACTOR SHALL INSTALL CEILING TILES ONLY AFTER ALL CABLING AND CEILING PLENUM EQUIPMENT /DUCTWORK HAS BEEN INSTALLED. FINISHES I. ALL PAINT AND OTHER APPLIED FINISH ITEMS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. CARPET CONTRACTOR SHALL FURNISH AND INSTALL RUBBER REDUCER STRIPS AT LOCATIONS WHERE CARPET AND VINYL COMPOSITION TILES MEET. 3. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE UNTO WHICH THE CLOSET DOOR OPENS, U.N.O. 4. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURER'S RECOMMENDATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. S. CONTRACTOR TO SUBMIT FULL CARPET SEAMING PLAN AND INSTALLATION METHOD TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. PLUMBING, MECHANICAL & ELECTRICAL I. PLUMBING, MECHANICAL, do ELECTRICAL DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. PROJECT TEAM OWNER J.C. RADOVICH 2835 82ND AVE SE #300 MERCER ISLAND, WA 98040 VOICE: (425) 454 -6060 .AX: (425) 453 -9740 - rI4CONTACT PERSON: JANICE STROMBERG BUILDING TENANT MONEYTREE, INC. 6720 FORT DENT WAY, #230 SEATTLE, WA 98188 (CONTACT: MEAGAN HENDERSON VOICE. (206) 246 -3500 EMAIL: Meagan .Henderson0moneytreeinc.com .ARCHITECT JPC ARCHITECTS 355 110TH AVE NE SUITE 100 BELLEVUE, WA 98005 VOICE: 425 -641 -9200 FAX 425 - 637 -8200 CONTACT PERSONS: MARK PETERSON/ JENNIFER MUKAI EMAIL: jenniferm@jpcarchitects.com GENERAL CONTRACTOR TBD VOICE: RE CEIVED FAX CITY OR TUKWILA CONTACT PERSON: JAN 2 0 2004 EMAIL: PERMIT CENTEK ELECTRICAL CONTRACTOR TBD. 6720 FORT DENT WAY +230 FORT DEN T OFFICE BUILDING TUKWILA, WASHINGTON JPC Draw _ JM, JC o.r MID 12- 15--03 03 -100 -0548 owl,„ 01 - - PERMIT SUBMITTAL COVER SHEET MECHANICAL CONTRACTOR Teo. s 4 46 DRAWING INDEX IA --0.0 COVER SHEET AND GENERAL INFORMATION IA -0.1 SITE PLAN IA -3.2.1 DEMOLITON AND FLOOR PLANS IA -3.2.2 REFLECTED CEILING AND FINISH PLANS IA --8.1 ELEVATIONS /SECTION AND DETAILS IA -9.1 DETAILS CODE INFORMATION CONSTRUCTION TYPE: 5• OCCUPANCY: B BUILDING IS SPRINKLERED APPLICABLE EDITIONS OF BUILDING CODES: REG. FOR BARRIER FREE DESIGN. 1997 UNIFORM BUILDING CODE 4th EDITION OF THE WASHINGTON STATE AREA: BUILDING AREA: 39.274 SF TENANT IMPROVEMENT: 933 SF JPC ARCHITECTS 355 110th Ave NE -.. suits 1100 B-Il WA 99004 t•I 1425 1641 -9200, fax 14251 637 -9200 MONEYTREE AND GENERAL INFORMATION IA -0.0 O aeon. �►c ftoftft Puc KeyI?I,��� EDGE SPEC. SPECIFICATION so. SQUARE S.STL. STAINLESS STEEL STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED T.B. TOWEL BAR T.C. TERRA COTTA TEL. TELEPHONE TEMP. TEMPERED TERR. TERRAllO THK. THICK(NESS) THRESH. THRESHOLD TKBD. TACKBOARD T.V. TELEVISION TYP. TYPICAL UNFIN. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE VCT VINYL COMP. TILE VEN. VENEER VERT. VERTICAL VEST. VESTIBULE VFY. VERIFY V.W.C. VINYL WALL COVERING W. WEST /WIDE W WITH V -W 0 WI WEIGHT WS[ _T ViAiMCPAT GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES. 2. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE BUILDING OWNER /ARCHITECT /ENGINEER HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY THE NEGLIGENCE OF THE CONTRACTOR, HIS AGENTS, EMPLOYEES, OR SUBCONTRACTORS. S• EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT HIS OWN EXPENSE. 4. SPRINKLER, PLUMBING, MECHANICAL, AND ELECTRICAL ARE UNDER SEPARATE PERMIT. 5. CODES: ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OF THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 6. STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES BETWEEN THE CONSULTANTS' DRAWINGS WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE BUILDING OWNER, TENANT, OR ARCHITECT. 7. USE G.W.B. METAL TRIM AT ALL CORNERS AND EDGES, PAINT TO MATCH ADJACENT WALL. 8. AT COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE SITE, LEAVING SPACE CLEAN, WASH ALL WINDOWS AND GLASS, POLISH ALL HARDWARE. REPLACE AND PATCH AREAS OF CEILING DAMAGED DUE TO LIGHTING INSTALLATION OR MECHANICAL ADJUSTMENT. 9• CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY PERMITS do FEES, EXCEPT THE BUILDING PERMIT SUBMITTAL FEE WHICH WILL BE PROVIDED BY THE TENANT. DIMEN SIONS i. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE Of ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE WORK. 2. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF DISCREPANCIES ARE FOUND. 3. COORDINATION: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS. 4. CONSTRUCT WALLS PLUMB AND SQUARE W/ EXISTING STRUCTURE AND NEW CONSTRUCTION UNLESS NOTED OTHERWISE. FIRE PROTECTION 7. IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY CODE. CONSTRUCTION I . COORDINATE CONSTRUCTION SCHEDULING WITH BUILDING REPRESENTATIVE AND ARCHITECT TO ALLOW ONGOING OPERATION OF THE FACILITY DURING CONSTRUCTION. 2. CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, PLUMBING. MECHANICAL, AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO BEGINNING THE WORK. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FIRE TREATED BLOCKING REQUIRED FOR WALL AND CEILING MOUNTED ITEMS. 4. ALL NEW CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UNIFORM BUILDING CODE. MAX. DISTANCE ACCEPTABLE BRACES SHALL BE 8' -0". 5, THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED ON CONSTRUCTION DRAWINGS. 6. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH. CEILING i • ULILING HEIGHTS, WHERE INDICATED, ARE FROM FINISHED FLOOR ELEVATION TO BOTTOM OF CEILING GRID OR OTHER FINISH SURFACE. 2• SUPPORT DATA - LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED IN FOUR DIRECTIONS, 90 DEG. APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEG. FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12' -0" O.C. IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' -0" FROM EACH WALL. SEE DETAIL 9/IA -9.1. 3. VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A MAX. 16 SQ. FT. OF CEILING AND SADDLE -TIED AROUND MAIN RUNNERS, PER CHAPTER 47.1812 OF THE UBC STANDARDS. CROSS RUNNERS ATTACHED TO MAIN RUNNERS BY SADDLE -TYING WITH ONE STRAND NO. 16 U.S. GAUGE TIE WIRE, OR APPROVED EQUIVALENT, PER CHAPTER 47.1812 OF THE UBC STANDARDS. DISCONTINUOUS ENDS OF CROSS- RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE CEILING IS INTERRUPTED BY A WALL. 4. CONTRACTOR SHALL INSTALL CEILING TILES ONLY AFTER ALL CABLING AND CEILING PLENUM EQUIPMENT /DUCTWORK HAS BEEN INSTALLED. FINISHES I. ALL PAINT AND OTHER APPLIED FINISH ITEMS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. CARPET CONTRACTOR SHALL FURNISH AND INSTALL RUBBER REDUCER STRIPS AT LOCATIONS WHERE CARPET AND VINYL COMPOSITION TILES MEET. 3. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE UNTO WHICH THE CLOSET DOOR OPENS, U.N.O. 4. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURER'S RECOMMENDATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. S. CONTRACTOR TO SUBMIT FULL CARPET SEAMING PLAN AND INSTALLATION METHOD TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. PLUMBING, MECHANICAL & ELECTRICAL I. PLUMBING, MECHANICAL, do ELECTRICAL DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. PROJECT TEAM OWNER J.C. RADOVICH 2835 82ND AVE SE #300 MERCER ISLAND, WA 98040 VOICE: (425) 454 -6060 .AX: (425) 453 -9740 - rI4CONTACT PERSON: JANICE STROMBERG BUILDING TENANT MONEYTREE, INC. 6720 FORT DENT WAY, #230 SEATTLE, WA 98188 (CONTACT: MEAGAN HENDERSON VOICE. (206) 246 -3500 EMAIL: Meagan .Henderson0moneytreeinc.com .ARCHITECT JPC ARCHITECTS 355 110TH AVE NE SUITE 100 BELLEVUE, WA 98005 VOICE: 425 -641 -9200 FAX 425 - 637 -8200 CONTACT PERSONS: MARK PETERSON/ JENNIFER MUKAI EMAIL: jenniferm@jpcarchitects.com GENERAL CONTRACTOR TBD VOICE: RE CEIVED FAX CITY OR TUKWILA CONTACT PERSON: JAN 2 0 2004 EMAIL: PERMIT CENTEK ELECTRICAL CONTRACTOR TBD. 6720 FORT DENT WAY +230 FORT DEN T OFFICE BUILDING TUKWILA, WASHINGTON JPC Draw _ JM, JC o.r MID 12- 15--03 03 -100 -0548 owl,„ 01 - - PERMIT SUBMITTAL COVER SHEET MECHANICAL CONTRACTOR Teo. s 4 46 DRAWING INDEX IA --0.0 COVER SHEET AND GENERAL INFORMATION IA -0.1 SITE PLAN IA -3.2.1 DEMOLITON AND FLOOR PLANS IA -3.2.2 REFLECTED CEILING AND FINISH PLANS IA --8.1 ELEVATIONS /SECTION AND DETAILS IA -9.1 DETAILS CODE INFORMATION CONSTRUCTION TYPE: 5• OCCUPANCY: B BUILDING IS SPRINKLERED APPLICABLE EDITIONS OF BUILDING CODES: REG. FOR BARRIER FREE DESIGN. 1997 UNIFORM BUILDING CODE 4th EDITION OF THE WASHINGTON STATE AREA: BUILDING AREA: 39.274 SF TENANT IMPROVEMENT: 933 SF JPC ARCHITECTS 355 110th Ave NE -.. suits 1100 B-Il WA 99004 t•I 1425 1641 -9200, fax 14251 637 -9200 MONEYTREE AND GENERAL INFORMATION IA -0.0 O aeon. �►c ftoftft Puc KeyI?I,��� Ll I v A 4i • boy 4 T 1 Second Floor and Ceiling Demolition Plan a N 0 It P' c 0 0 1 011 io o� 1 . Inv A .J n f- r4fq s.. P i 8 ..J it Demolition Notes: 1. DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF DEMOLISHED ITEMS. RETAIN SALVAGEABLE ITEMS WHERE OR WHENEVER APPROPRIATE. COORDINATE STORAGE WITH OWNER OR REUSE ON PROJECT. 2. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW CONSTRUCTION PRIOR TO PROCEEDING WITH THE WORK. 3. REMOVE, REPLACE AND RELOCATE EXISTING MECHANICAL, ELECTRICAL AND FIRE PROTECTION EQUIPMENT /DEVICES AS REQUIRED FOR NEW CONSTRUCTION. 4. PROTECT S1 RUCTURAL ELEMENTS FROM DAMAGE DURING CONSTRUCTION. 5. PRIOR TO START OF WORK, COORDINATE WITH TENANT THE SCHEDULE FOR SHUTOFF, CAPPING AND /OR CONTINUATION OF UTILITY SEI`'VICES REQUIRED. 6. EXISTING DOORS, FRAMES AND HARDWARE SCHEDULED TO BE REMOVED SHALL BE SALVAGED AND RELOCATED TO OWNER STORAGE OR REUSE WHERE OR WHENEVER APPROPRIATE. 7. PATCH AND REPAIR EXISTING WALLS AT DEMOLISHED AREAS TO A "LIKE -NEW` APPEARANCE. 8, IN PARTITIONS TO BE REMOVE, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. 9. REMOVAL OF ANY POWER AND COMMUNICATION DEVICES NEED TO BE PATCHED, REPAIRED OR CAPPED. Sheet Notes: 0 NO DEMOLITION WORK IN THIS AREA. 02 EXISTING PARTITION TO BE DEMOLISHED. PATCH do REPAIR EXISTING ADJACENT SURFACES AS REQUIRED. 0 REMOVE EXISTING DOOR AND /OR RELITE. RE -USE WHEREVER POSSIBLE. IF NOT, RETURN TO BUILDING OWNER. 4� REMOVE EXISTING UPPER AND BASE CABINETS. CAP PLUMBING AND POWER /DATA RECEPTACLES AS REQUIRED. 0 REMOVE EXISTING FLOORING AND BASE. PREP FLOOR TO R17CEW NEW FINISH. REFER TO FINISH PLAN. © REMOVE EXISTING CEILING GRID AND LITES. REFER TO NEW CEILING LAYOUT ON REFLECTED CEILING PLAN. O MODIFY/ RELOCATE EXISTING MECHANICAL AND SPRINKLER HEADS AS REQUIRED FOR NEW LAYOUT. U REMOVE EXISTING MINI - BLINDS WITHIN SCOPE OF NEW WORK. Partition Legend: �t EXISTING PARTITION /CONSTRUCTION TO REMAIN. EXISTING PARTITION /CONSTRUCTION TO BE DEMOLISHED. EXISTING LIGHT TO BE REMOVED. [BOOR /FRAME /RELITE AND HARDWARE TO BE REMOVED AND 6 _ RELOCATED. SEE FI OOR PLAN FOR NEW LOCATIONS. Second Floor Pla Scale: 1/8 - = 1'-0" t;gz V-0 % ti0 2 '61� �h • so ` Partition Notes: - � ---�- 4. 1 00 NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOV ERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON DIMENSION PLAN IN CASE OF CONFLICT NOTIFY ARCHITECT. 2 MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. 3. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE JPC A 4. REFER TO SHEET IA -0.0 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. 5. ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS OTHERWISE NOTED. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND \� POLISH ALL GLASS PRIOR TO PROJECT DELIVERY. 355 110th Ave NE - 100 6. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE Selk '" ' WA 99004 , tel 14251 -9200, f ax t2sl 637.8200 BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0' HT. 7. CONTRACTOR TO PRO'ADF. SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTINV CASEWORK 8. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO MONEYTR STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 9. FURNITURE IS SHOWN FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O. 10, COORDINATE ALL WORK RELATED TO EQUIPMENT WITH 6720 FORT DENT WAY #250 MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND FORT DENT INSTRUCTIONS. OFFICE BUILDING 11. COO RDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. C00 TUKWILA, WASHINGTON 12. INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, U.O.N. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE AT TOP, U.N.O. o••V JPC 13. VERIFY NEW FLUSH FLOOR OUTLET LOCATIONS WITH FURNITURE LAYOUT PRIOR TO INSTALLATION. Q JM • JC Gnow.a 14. ALL POWER /DATA WITH 'E' NOTATION ARE EXISTING. ALL NEW MP POWER /DATA ARE NOTE AS "N'. 12-15-03 03 -100 --0548 Sheet Notes: U1 NEW GRID HEIGHT PARTITION. SEE IA-9.1 FOR DETAILS. �2 NEW DOOR WITH FULL VISION PANEL. PROVIDE NEW REUTE TO 0 PERMIT SUBMITTAL MATCH EXISTING. REFER TO 4/IA- 0 NEW B/S 20 MINUTE RATED DOOR. COORDINATE NEW CYPHER LOCK WITH TENANT. PROVIDE NEW WALL TO MATCH EXISTING RATED CONSTRUCTION. 04 NEW GRID HEIGHT WALL TO ACCOMMODATE A/V WIRING. REFER TO 1 /IA-9.1 O NEW GRANITE COUNTER AND BACKSPLASH WITH MAPLE CABINETS 5 BELOW. REFER TO ELEVATION 4/IA -8.1. © NEW CORE DRILLS. AV CONSULTANT TO PROVIDE POWER/VOICE/VGA CONNECTION. FINAL LOCATION TO BE COORDINATED WITH TENANT. FURNITURE PROVIDED BY TENANT. NEW COAT CLOSET. PROVIDE COAT ROD AND SHELF. REFER TO 6389 RE 1S FRED ELEVATION 10/IA - 8.1 AND DETAIL 17/IA FOR ADDITIONAL A HI ECT INFORMATION. MARK A STATE OF p SNIifGT ETON Partition Legend: EXISTING PARTITION /CONSTRUCTION TO REMAIN. NEW GRID PARTITION /CONSTRUCTION. REFER TO 1 /IA -9.1 FOR MORE INFORMATION. mzxm= NEW RATED PARTITION /CONSTRUCTION. REFER TO 2 do 6/IA-9.1 FOR MORE INFORMATION. Electrical Legend: - 0 DUPLEX OUTLET, SURF. /WALL MOUNTED QUAD OUTLET, SURF. /WALL MOUNTED 4 VOICE /DATA OUTLET O FLUSH FLOOR CORE DRILL. POWER /VOICE AND DATA ACCESS. Demolition AECEIVED CM 01: TUKML JAN 2 0 2004 PER W CENTER Second Floor IA -3.2.1 and Floor Plans M, AMC ter, auc _1D C 41111p 0 ( I _-, . ... r . 1� o f Kk- ypl,m I t Refle cted Ceiling Notes: Finish General Notes: — - - - - - .__._... .. _ ... _ ...... r...... ............. ............................... A INFORM FLOORING TO BE CARPET (C 1) DIRECT GLUE DOWN UNLESS 1 _ t - - ® • 1 AL L SHOWN ON THE DRAWINGS RELATIVE TO EXISTING } , '� OTHERWISE NOTED. FOLLOW CRI GUIDELINES FOR CONDITIONS ARE GIVEN AS THE BEST PRESENT KNOWLEDGE BUT Ave NE - ,8uite 100 KIT INSTALLATION. _ WITHOUT THE GUARANTIES OF ACCURACY, THE CONTRACTOR SHALL 2 ` FIELD VERIFY ALL EXISTING CONDITIONS. 2. FOLLOW MANUFACTURER PROVIDED DETAILED INSTALLATION GUIDELINES do USING MFG. RECOMMENDED ADHESIVE PRODUCT '•"... ,"" r _ 2. REFER TO SHELL AND CORE DRAWINGS FOR CORE INFORMATION. OR TOOLS AS REQUIRED. PROVIDE TENANT WITH • MANUFACTURER RECOMMENDED CARE AND MAINTENANCE MECHANICAL, ELECTRICAL AND LI SAFETY ARE SHOWN BASED ON EXISTING INSTRUCTIONS. OFFICE --- -- -- - - • 3 . � O. _ � INFORMATION PROVIDED BY OTHERS AND IS TO BE USED FOR A E I COORDINATION PURPOSES ONLY. 209 3. BUILDING STANDARD DOORS THROUGHOUT UNLESS NOTED ,, PC RCHITECT OFFICE OTHERWISE. 0 4. PROVIDE: FIRE RATED GROUTING OR SAFING AT ALL CEILING • \ - - - PENETRATIONS AS REQUIRED TO MAINTAIN FIRE RATING 4. SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL PRIOR TO I ® EXISTING INSTALLATION. REQUIREMENTS. COORDINATE WITH ARCHITECTURAL, MECHANICAL O FFIC E AND ELECTRICAL DOCUMENTS. r < 207 5. NO PAINTING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. 5. CONTRACTOR TO PROVIDE AN ALLOWANCE FOR ADDITIONAL CEILING ""'�" '"""�' """ ~ '"""�' "-- ""'�' — ' — ' � � ` 14 EXIT EXIT SIGNS PENDING CITY INSPECTION REQUIREMENTS. Av Av 9 -, E 6E .g ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALL, Be llovue, WA 110th PARTITIONS OF GYPSUM BOARD SHALL BE FILLED WITH tell 1t251641 9200, fax 1t251637 -8200 OE EO EO 3 -10 ° y Ak A! 3 -0�" OE 6. ALL LIGHTING FOR BOARDROOM AND VESTIBULE TO BE NEW. P PATCHING PLASTER AND SMOOTHED UFF TO MATCH ADJOINING w o ,i r -- - , i � N' U O 9 ExTENT E �'_ / 3 �� , SURFACES. c a , c II O F NEW 4 C VESTIBUIL N _ _ 2 I w 10 EXISTINC 7. EXIT ILLUMINATION LIGHTS WILL HAVE EMERGENCY BACK -UP POWER P CONFERENCE 1 62 205 E _ - 7 PROVIDE DESIGN ARCHITECT WITH A MINIMUM OF 2'X2' _ 5 E0 Eo GW8 O � PER 1997 UBC. 1 - MINIMUM BRUSH OUT ON SITE FOR DESIGN v '• C EIL I NG E �+ C 2 P ARCHITECTS /TENANT APPROVAL. �} I �{} 2' -o pE p p RECEPTION I ° ° °a ° 8. ITEMS NOTED BY "E" ARE EXISTING. ITEMS IN SCOPE OF WORK 2 2 ; 3 w l w I WITHOUT NOTATION ARE NEW. 1 p 201 �1 CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING M FURNITURE CASEWORK AND CARPET. 9 E 82 82 C 1 IB. i �....,. -_. 1 ALL ' AR EA _ ���,,, -� °� 9 AS REQUIRED ALL SMOKE DAMPERS SHALL BE INSTALLED IN U.N.O. � \ ' ACCORDANCE WITH UBC 713.10 AND ALL FIRE DAMPERS SHALL BE Ty V b b b I 1b o -C� - b E INSTALLED IN ACCORDANCE WITH UBC 713.11. 1 ° w Sheet Notes: _�N Jill 10. INSTALL SEISMIC BRACING AS PER DETAIL 5/ AT ACOUSTICAL CONFERENCE - 8720 FORT DENT WAY #230 1 4' -0' 24'_0 4' -90 / CEILING GRID SYSTEM, TYPICAL. 1 NEW MOTORIZED SHADES AT ALL EXTERIOR WINDOWS. TYP. T'�'� 203 OPERATED BY LUTRON OR SIMILAR DEVICE. COORDINATE WITH FORT DENT I d$c gd c �d 10 c 1 1 • AT NEW CEILINGS MODIFY EXISTING SPRINKLER HEADS AS REQUIRED. 2 A/V CONSULTANT. REFER TO FINISH SCHEDULE (MB1) FOR SPEC., AND 14/IA -9.1 FOR DETAIL. Eo EO . OFFICE BUILDING I - ` ,� 12 REBALANCE EXISTING HV TO MEET NEW ARCHITECTURAL LAYOUT TUKWILA WASHINGTON _ _EO �! _ -) FAUX PAINT FINISH TO MATCH CLIENT SAMPLE. 13: (206)-780-0875 . ALL SWITCHING TO BE COORDINATED WITH A/V CONSULTANT. ASSUME CONTACT THE GILDED ULY , Ems "LUTRON" OR EQUIVALENT CONTROL DEVICE. LILY BEARD 1217 CHERRY AVE N.E. r 14. SWITCHING FOR GROUPS OF LIGHTING AT BOARDROOM INDICATED BY 13A INBRIDGE ISLAND 98110 d �,, • , LOWER CASE ALPHABET. EG "a ". 0 NEW CARPET, PAINT AND BASE TO MATCH EXISTING CORRIDOR JPC JM, JC 15. AT BOARDROOM PROVIDE LINEAR DIFFUSERS. FINISHES. Dnvm ch.we MI' Finish Specifications - b'" 12 -15 -03 03 -100 -0548 EXISTING , F Sheet Notes. EXISTING FINISHES TO REMAIN - e • NEW SUSPENDED 2X4 CEILING TILE AND GRID ABOVE CLOUD AT C MFG.: J do J COMMERCIAL CARPET ! wo . ow Second Floor Reflected Ceilinq ±10'-6 A.F.F. (OR MAX. HEIGHT ALLOWED). PAINT GRID AND TILE PATTERN: FORM vi- rktcMi i SUBMITTAL Scale: 1/8" (P5). COLOR: 322D RHOMBUS (2) SUSPENDED G.W.B. CLOUD. REFER TO ELEVATION 13/IA -9.1 FOR Second Floor Finish Plan C MFG.: J & J COMMERCIAL CARPET FURTHER INFORMATION. PAINT (P4). 2 PATTERN: COLORS.COM Scale: 1 /8 =1 -0 COLOR: 084 BISCOT11 , �3� NEW GWB CEIUNG TO MATCH EXISTING GWB CEILING HEIGHT. REFER _ LOCATION: 8' BORDER TO DETAIL 4/IA -9.1. K �_ � MFG.: J do J COMMERCIAL CARPET '�--- ( AT WINDOW PERIMETER 8'--6" A.F.F. (VERIFY), PROVIDE PATTERN: COLORS.COM � +— COLOR: 048 INDIGO RECESSED ELECTRONICALLY CONTROLLED WINDOW SHADES. REFER TO LOCATION: CARPET INSET DETAIL 14/IA -9.1. BASE {5 j RECESSED ELECTRIC PROJECTION SCREEN BY A/V CONSULTANT. PROVIDE JUNCTION BOX. REFER TO DETAIL 13/IA -9.1. SWITCHING TO 81 4" RUBBER BASE TO MATCH - BE COORDINATED BY A/V CONSULTANT. EXISTING BASE IN RECEPTION. �6) NOT USED. 82 4" MAPLE BASE (WITH CLEAR FINISH) j� NOT USED. LOCATION: BOARDROOM AS NOTED 0 PANT 6389 8: NEW GWB CEILING TO MATCH EXISTING SHELL AND CORE MFG.: ICI PAINT / CONSTRUCTION AND FINISHES. Zd�� - P H COLOR: SELL WHITE 2010 +� K 9 SWITCHING FOR FIXTURES IN VESTIBULE TO BE SWITCHED WITH F �,��<<� .� LOCATION: BOARDROOM GENERAL PAINT, ALL AIRES U.N.O. ARK A. PESNiN6 pN A� - FINISH: EGGSHELL r M �1A5 RECEPTION AREA RECESSED CANS. tQN 5� ASE 0 10 LOCATION FOR WALL MOUNTED SWITCHING. "LUTRON" OR �„-- �p�" jti p NOT USED EQUAL WIRELESS SWITCHING DEVICE. �� 2 COORDINATE WITH A/V CONSULTANT. p MFG.: SHERWIN WILUAMS Reflected Ceiling Legend 3 COLOR: HOLLAND TILE #SW1804 LOCATION: RECEPTION ACCENT AS NOTED SCOPE 0 B/S DIMMABLE RECESSED COMPACT FLUORESCENT (DIMMABLE AT P MFG.: SHERWIN WILLIAMS OF WORK 0 BOARDROOM ONLY) 4 COLOR: MOONGLOW SW1943 3 LAMP: 26W LOCATION: BOARDROOM GWB CEILINGS. NOTE: RECESSED LOW VOLTAGE - DIMMABLE FINISH: FLAT ° 51 MFG: CONTECH P MFG.: SHERWIN WILLIAMS 6. TTE � T S PACE o� E TOTAL Ix IT1NG 9r STYLE: SERIES 3 - 3" DIAMETER 5 COLOR: DRAMATIC BLACK SW2133 o MODEL: CTR302 /P /CLR; HOUSING LVR316 -VOLT LOCATION: BOARDROOM CEILING TILE AND GRID. i AWA OF 0ONST1I1CT10N 933 SOFT 1 11 9 W ATTS ALLOWED PER SOFT LAMP: 35W c. C c, a X "t ' 0 COMPACT FLUORESCENT CEILING MOUNTED CYLINDER - DIMMABLE WINDOW COVERING co am MFG: PATHWAY MB MFR.: DRAPER g 4 26W- SYTLE: CONVENTRY SERIES MOTORIZED FLEX SHADE, RECESSED POCKET AT SOFFIT U-) TOTAL = 964 MODEL: CYLINDER C5SVF 267 X - B /6VF -SCL (BLACK ALZAK) .4: SHADE COLOR: PW4870 SLATE IAMP: 26W MY LOCATION: BOARDROOM EXTERIOR WINDOWS °% 92 0 3 0 LOW VOLTAGE WALL WASHER - DIMMABLE 3 5 w?i2 LOCAL REP: MATT EVERS 10 • 26W.260 MFG: CONTECH GROUP II ASSOCIATES � V1 2 0 50W -100 STYLE: STAR ONE 425 -641 -1422 o- TOTAL 1119 MODEL: CTR1624 -P GRANITE LAMP: 35W 12V MR16 ST1 DALTILE TOTAL WA 1119 FINISH: WHITE SLAB GRANITE RECEIVED a VOLGA BLUE CRY OF TUKWILA LOW VOLTAGE RECESSED SPOT LIGHT - DI MMABLE Reflected Cei MFG: CONTECH JAN 2 0 2604 STYLE: STAR ONE MODEL: CTR30XLR PERMIT CENTER and Finish Plans HOUSING LVR -316 VOLT - WHITE LAMP: 5OW U WALL OR CEILING MOUNTED ILLUMINATED EXIT LIGHT Second Floor SWITCH 1A=b362w2 8 a 8 O mm. xc M"w w Puc m om A ` '. ,....3 ...... ,.. _ .. .. ... .' +.. r..�,..yMr..... ";�'iC!.'3 .r :: ►dr!�5. .. - . . ,,.... t^ .,q,N.. .,_.0 .,�...' aw. / 1 s 1 cc) i 1 C; 3 ti 0 N �r ¢o 3t � 0 �o o� d og rn 8 .J on A w gx n J t f A� n Typical B/S Wall N SOUND ATTENUATION BLANKET- EXTEND 2' BEYOND EACH SIDE OF WALL FINISHED ACT CEILING - OFFICE SIDE ONE LAYER 5/8" G.W.B. EACH SIDE OF STUD W/ SOUND ATTENUATION INSULATION CONT. STEEL RUNNER ANCHORED TO FLOOR O 2' -0" O.C. WITH CONT. 1/8" X 1 " FOAM TAPE. BASE (AS SPECIFIED) FINISHED FLOOR SLAB Scale: 3" - 1' - 0" -- �� 2 -1/2" MTL. STUDS W/ (1) LAYER 5/8" TYPE 'X' GWB EA. SIDE TO UNDER - SIDE OF TUNNEL. FINISH FLOOR VERIFY PROVIDE U.L. OR I.C.B.O. APPROVED TENTING AT ALL RECESSED FIXTURES WITHIN TUNNEL CONSTRUCTION. ACOUSTICAL CEILING GRID ONLY A.F.F. 1 " SHAFT LINER 4 ", 20 Go. GALVANIZED STEEL C--T STUDS O : 24" O.C. (1) LAYER TYPE 'X' GWB. * REFERENCE ICBO REPORT REPORT NO. 2541 SYMBOL STIR SIZSTUD GAUGE STUD SPACING INSMIZ FIRE RATING/ COMMD S TYPE THICKNESS THICKNESS UL DESIGN N0. 2 1/2 ] - 20 GAUGE 24" O.C. 1 3 3/4" 3 1/2* 1 -H : I 2 1 -hr Rated Tunnel Enclosure Scale: 3 " - 1' -0" t I I I WACE TO STRUCTURE ABWE 4" 20 Ga. GALVAN12ED STkEL C —T STUDS • 24 O.C. T" SwMT LINER '''_' _ _z -. . • , .• � .:fix ;...+..� �. • ` :.. �.� •ma • (1) LAYER TYPE 'x• GWO g Tunnel Detail Scale: 3 " - 1' -0" COUSTICAL ILE CEILING HIM ETAL CASING BEAD N--- ACOUSTICAL TILE CEILING �--- SHIM NOTES: 1. LATERAL BRACING CI USTER: (4) 12 GA. GALV SOFT- ANNEALED MILD STEEL MARES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS Y AND SPLAYED 90 CEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL. CLUSTERS PLACED 12'-0" O.C. X 8' -0" O.C. AM 4' -0" MAX. FROM EACH WALL MARES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE: 12 GA. GALV. SOFT - ANNEALED MILD STEEL WIRE ENCASED IN 1/2' DIAM. CONDUIT (FOR UPLIFT RESTRAINT); SECURE WIRE TO MNN RUNNER WITHIN 2" OF CROSS Y. CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4' -0" O.C. MAX. EACH WAY. NOTE FASTEN RUNNERS TO PERMIETER WALL /ANGLE AT (2) ADJACW SDFS -1 /2 " 1 /2 RUNNER ?0 GA) W/2 1 10 NOTE PAINT . FLAT BLACK. 2 2�� 7 Seismic Bracing at Loaded Partition ._ Sc ale: 3 "-1' -0" VIEW SHOWING LATERAL BRACING CLUSTER AND SUSPENSION WIRE g Seismic Bracing at GWB Ceiling Ceilin �. . 9 9 Scale: 3 "- t' -0" Scale: 3 " -1' -0" STUDS O 16" O.C. TO STRUCTURE ABOVE ®r BRACING AS REQ.(4' --0" O.C. MIN.) 2 1/2" STUDS, 20 GA, TYP. - - -- - = - - - 10' -6" A.F.F. ACOUSTICAL CE LING TILE PAINT (P4) 5/8" GWB. TYPE 'X' PAINT (P4) 9 " L I ,-- EDGE BEAD f= PAINT (P5) TYPE 'X' EDGE BEAD 12 Cellin C loud �. w _ • . u.www.� Scale: 3 " -1' -0" � � r \ I s 1� O 1 MIN 0 FINISH ACT CEILING i;� ,. t . I. WALL PER PLANS SHOT PIN BY "HILTI" OR EQUAL 10OLB. MINIMUM PULI. OUT TO UNDERSIDE STRUCTURE 8 GA HANGER GALVANIZED WIRE. SPACING 4' -0" O.C. MAX. SCREW 001 F 1 5/8" 20 GA METAL CHANNEL BRACING 4' -0" O.C. �•- STUD SPLICED AT HANGER > (OPTIONAL) 2 1/2 20 GA STEEL STUDS _ / 2' -0" O.C. BOXED -STUD AT N/ HANGER (12" / LONG) 24" O.C. MAX. SPACING 5/8" GYPSUM WALL BOARD .CPC ARCHITECTS 355 1110th Ave NE - 1100 Belkmm. WA 99004 tel 14251 641 -9200, fax {425] 637 -8200 MONEYTREE 8720 FORT DENT WAY +230 FORT DENT OFFICE BUILDING TUKWILA, WASHINGTON 3 Seismic Bracing at Non - Loaded Partition Ceilin Bracin Di � . . Scale: 3 " - 1' - 0" Scale: NTS . -3-5/8 - 18 GA. TRACK CONNECTED TO CONCRETE SLAB V/ 3/160 X 5/8" .ONG POWDER 1CTIVATED FASTENERS :4 MINIMUM). "LOOR SLAB ABOVE 5-5/8 "08 GA 3RACE O 6' -0" C. MAX S -5/8 "x18 GA 'RACK ANCHORED '0 CHANNEL STRUCTURE ABOVE � UNISTRUT P -1000 OR APPROVED EQ. 3/8" THREADED ROD. 4- UNISTRUT P -2674 OR APPROVED EQ. PROJECTION SCREEN CEILING MOUNT BRACKET. i ELECTRIC PROJECTION SCREEN. A.C.T. do GRID OR G.W.B. REFER TO REFLECTED � CEILING PLAN. --MTL. TRIM AROUND OPENING, PAINT TO �— MIN. REQ. MATCH CEILING. BY MFR. 13 RECESSED PROJECTION SCREEN sww: , 1/20- r -o• BRACE NON -LOAD BEARING PARTITIONS AT 8' -0" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 8' -0 ". LOCATE FIRST BRACE AT CENTER POINT OF UNSUPPORTED WALL WITH SUBSEQUENT BRACING SPACED AT 8' -0" O.C.) 12 GA. WIRE ATTACHED TO UNDERSIDE OF SLAB ABOVE 3 -1/2" i CHANNEL RUNNER 10' -6" A.F.F. VERIFY RID CEILING -&, 8' -6" A.F.F. VERIFY PAINT (P4) WHI "FLEXSHADE" BN uR�►r�R 'STANDARD MOTOR' POWERED WINDOW COVER SYSTEM W /REMOTE CONTROLS. CONTACT: MATT EVERS GROUP II ASSOICIATES 425- 641 -1422 INTERIOR v GLAZING i EXTERIOR fl 1 14 Ceiling Bracing Diag Scale I"—l'—O" r .V.wvW\ Yw/J rig K f Vwlr. WALLS PERIMETER FLOAT ON RECEIVED CITY of TUKWILA 2 0 2004 AIT CENTER Ds"p JPC orsm JM, JC ChedW m 12- -15 -03 03 -100 -0548 01- PERMIT SUBMITTAL 1 i 6389 RE ISTER A CHIT T MARK A. PETERSON STATE OF WASHINGTON DETAILS & SECTIONS IA -9.1 •1002, JPC Mlrsel�. PLIC �1 SCOPE `-- EXIST. STRUC. FLOOR ATTACH CROSS BRACING TO FLOOR DECK W/ RAMSET FASTENERS, TYP. RESTORE ALL DAMAGED FIRE- PROOFING TO ORIG. FIRE RATING CROSS BRACING MEMBERS - 2 1/2" x 1 1/2* x 25 GA. STL STUDS - ATTACH W/ (3) #6 SHEET MTL SCREWS ATTACH CROSS BRACING TO PARTITION W/ (2) #6 SHEET MTL SCREWS (FOR UNSUPPORTED WALLS > 7' -9" LONG) SHOT PIN BY "HILTI" OR EQUAL 10OLB. MINIMUM PULI. OUT TO UNDERSIDE STRUCTURE 8 GA HANGER GALVANIZED WIRE. SPACING 4' -0" O.C. MAX. SCREW 001 F 1 5/8" 20 GA METAL CHANNEL BRACING 4' -0" O.C. �•- STUD SPLICED AT HANGER > (OPTIONAL) 2 1/2 20 GA STEEL STUDS _ / 2' -0" O.C. BOXED -STUD AT N/ HANGER (12" / LONG) 24" O.C. MAX. SPACING 5/8" GYPSUM WALL BOARD .CPC ARCHITECTS 355 1110th Ave NE - 1100 Belkmm. WA 99004 tel 14251 641 -9200, fax {425] 637 -8200 MONEYTREE 8720 FORT DENT WAY +230 FORT DENT OFFICE BUILDING TUKWILA, WASHINGTON 3 Seismic Bracing at Non - Loaded Partition Ceilin Bracin Di � . . Scale: 3 " - 1' - 0" Scale: NTS . -3-5/8 - 18 GA. TRACK CONNECTED TO CONCRETE SLAB V/ 3/160 X 5/8" .ONG POWDER 1CTIVATED FASTENERS :4 MINIMUM). "LOOR SLAB ABOVE 5-5/8 "08 GA 3RACE O 6' -0" C. MAX S -5/8 "x18 GA 'RACK ANCHORED '0 CHANNEL STRUCTURE ABOVE � UNISTRUT P -1000 OR APPROVED EQ. 3/8" THREADED ROD. 4- UNISTRUT P -2674 OR APPROVED EQ. PROJECTION SCREEN CEILING MOUNT BRACKET. i ELECTRIC PROJECTION SCREEN. A.C.T. do GRID OR G.W.B. REFER TO REFLECTED � CEILING PLAN. --MTL. TRIM AROUND OPENING, PAINT TO �— MIN. REQ. MATCH CEILING. BY MFR. 13 RECESSED PROJECTION SCREEN sww: , 1/20- r -o• BRACE NON -LOAD BEARING PARTITIONS AT 8' -0" O.C. (WHERE WALL RUNS UNSUPPORTED FOR MORE THAN 8' -0 ". LOCATE FIRST BRACE AT CENTER POINT OF UNSUPPORTED WALL WITH SUBSEQUENT BRACING SPACED AT 8' -0" O.C.) 12 GA. WIRE ATTACHED TO UNDERSIDE OF SLAB ABOVE 3 -1/2" i CHANNEL RUNNER 10' -6" A.F.F. VERIFY RID CEILING -&, 8' -6" A.F.F. VERIFY PAINT (P4) WHI "FLEXSHADE" BN uR�►r�R 'STANDARD MOTOR' POWERED WINDOW COVER SYSTEM W /REMOTE CONTROLS. CONTACT: MATT EVERS GROUP II ASSOICIATES 425- 641 -1422 INTERIOR v GLAZING i EXTERIOR fl 1 14 Ceiling Bracing Diag Scale I"—l'—O" r .V.wvW\ Yw/J rig K f Vwlr. WALLS PERIMETER FLOAT ON RECEIVED CITY of TUKWILA 2 0 2004 AIT CENTER Ds"p JPC orsm JM, JC ChedW m 12- -15 -03 03 -100 -0548 01- PERMIT SUBMITTAL 1 i 6389 RE ISTER A CHIT T MARK A. PETERSON STATE OF WASHINGTON DETAILS & SECTIONS IA -9.1 •1002, JPC Mlrsel�. PLIC �1 SCOPE