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HomeMy WebLinkAboutPermit D04-097 - BROTHER BAND - TENANT IMPROVEMENT• BROTHER BAND, INC. 320 ANDOVER PK E • • D04 -097 ti City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0223200060 Address: 320 ANDOVER PK E TUKW Suite No: Permit Number D04 -097 Issue Date: 05/03/2004 Permit Expires On: 10/30/2004 Tenant: Name: BROTHER BAND, INC Address: 320 ANDOVER PK E, STE 210, TUKWILA WA Owner: Name: CENTERPLEX Address: 331 ANDOVER PARK EAST #100, TUKWILA WA Contact Person: Name: DAVID SEELY Address: THE DRIFTMIER ARCHITECTS, 7983 LEARY WY NE Contractor: Name: KELLY THOMAS INC Address: 3402 C ST NE, SUITE 209, AUBURN WA Contractor License No: KELLYTI148CR Phone: Phone: 425 881 -7506 Phone: 253 -735 -3928 Expiration Date: 01/29/2006 DESCRIPTION OF WORK: REMOVE DEMISING WALLS, INTERIOR WALLS AND ALL INTERIOR FINISHES. FRAME IN OPENING IN FLOOR, INSTALL NEW DEMISING WALLS, PARTITION WALLS, NEW DOORS AND ALL NEW FINISHES (GWB, SUSPENDED A.C.T.; LIGHTS, SUPPLY AND RETURN GRILLES AND CARPET) INSTALL NEW ELECTRICAL AND COMMERCIAL WIRING. Value of Construction: $ $25,675.00 Type of Fire Protection: SPRINKLERS Type of Construction: VN Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: N N N N N N N N N N N Fees Collected: $666.73 Uniform Building Code Edition: 1997 Occupancy per UBC: 0016 Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: Size (Inches): 0 End Time: Fill 0 c.y. End Time Public: Non - Profit: N Public: doc: Devperm D04 -097 Printed: 05 -03 -2004 Z �W � JU U Cl) CO Lu J = S2 U. w LL Q U� = �w z F- O Z Lu U� O CO o�_ wW _ 0 iii Z co F- �. z +.�..., ....;:1`.} >k .'•F�:'.�l,. �a��iits:ixirtt+:i b..:f.:iu��1:'L.i�.�:k,= i:t',4 nt..ba� }w,31�ey.� 1(¢ +. C^zK ktF�f'iisa,F' ,� ti �''!?�i:�:ie5.' + 1''.3.nair:. , ux .i ..�v+iN....�uvu. u:av x. aL. r�rulxoLYY }•A'L3�i.L.�` +':S�:cxfiSt�. �� City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431-3670 Water Meter: i ** Continued Next Page ** doc: Devperm D04-097 Printed: 05-03-2004 z Z W: _3 00 CO W W 3: J H D LL W U. D S2 CY z 0' z F- W U 7- :): D CI U .0 C W W LL 0 W Z� C.) CO, X : O z AA City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: tgr " 3 e y I hereby certify that I have read and examined t is permit and know the same to be true and correct. ordinances governing this work will be complied with, whether specified herein or not. All provisions of law and 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 constr4cdon the performance of work. I am authorized to sign and obtain this development permit. Signature ' ;�i,��.�.���� Date: o `/ Print Name: pn'dy Y Y J� t < < `' 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 -097 Printed: 05 -03 -2004 Z H '�- w or � D UO moo. J = S2 LL W U. Cj)a = w z� F- O Z F— 5 �p O N. 0 F— W H C.) O W Z U CO), H � O Z Cit y of Tukwila 1909 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0223200060 Address: 320 ANDOVER PK E TUKW Suite No: Tenant: BROTHER BAND, INC Permit Number: Status: Applied Date: Issue Date: D04 -097 ISSUED 03/19/2004 05/03/2004 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: When special inspection is required either the owner, architect or engineer shall notify the Tukwila 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 timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 8: 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. 9: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 10: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 11: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 12: 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). 13: 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. 14: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 15: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform doc: Conditions D04 -097 Printed: 05 -03 -2004 z }�— Z �w QQ JU UO N J = H D U_ WO LLQ ND = �w z �_O w �5 U� O co 0H wW HF- LL F - W z U co O z ri',".•!:!'Y 7t.J4ili;Nt : ��.� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 16: ** *FIRE DEPARTMENT CONDITIONS * ** z z 17: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following �w 2 concerns: U 0 18: Maintain t:lre extinguisher coverage throughout. w = r~ 19: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) N U. wO 20: 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) = w 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle z f is engaged from inside the tenant space. (UFC 1207.3) F.- O z >- w 22: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) ? o U 23: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) 0 24: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible w X 0 route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) u_ 25: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating z v to and /or adding sprinkler heads. o 26: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions z and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) 27: Ali 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 recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 28: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 29: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 30: 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) 31: 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) 32: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) doc: Conditions D04 -097 Printed: 05 -03 -2004 W . �s,.a.d mn.Y{.vxk:mni Pn:�.. �vrarHMsNIt# .., ' 1WY' .Y «.:..«.. I WII A k. - .� , City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 33: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 34: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 35: 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. 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 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. Date: 5 �'5 Print Name: Alh'rA�G l i Y He l doc: Conditions D04 -097 Printed: 05 -03 -2004 Z g Z. �w QQ JU cU 0 0 CO CL O wa 2 95 rn 0 = cY �w Z H E- O Z t-- W 5 U� ON 0 E— u3 W u. O. w Z CO) O Z t CITY OF TUKWILA i Community.Development Department' Public Works Department Permit Center teoe f 6300 Southcenter Blvd., Suite 100 i Tukwila, WA 98188 I .. ...£. 7 .. {t, ,1•. ^° ..:';7 �,'-,: ;r:'* <r:;+ .c�r,,r ai y x ti, � iC•�r { + vx Y ' t ' t . �ax r i \w ;Butldulg 'N6 Mechanical Permit No; . a r 'Uo" Wor PermitNo� �} 1t ,IF . �s ct _ _ (FOr office ttse only).. '` � '� � � � <�.: -r .� �, s• Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** ' t "'.r,? " : 7 .., r ?: >:V:_tt.' art•:,::;; r::'.4: ..4•.r ± • _':;;. "i ,,; , ar.,: ;�: SITEL:UCATION i �' ti� `� � ... \� .+ '� \ t t CI: *. µ.. ,7: { �t 'y'. `.t � ,�T�.� l 4 r r •I ^ .� � '�. t, King Co Assessor's Tax No.: 0 Z 2-3 Z O -- 0 o (o 0 S Address: 3 Z(D AVQDOUFQL PA�Lk �_=kSr Suite Number: Z l 0 Floor: Z t' Tenant Name: $ ?_C)T 'E1L_ QNND t \fJ G New Tenant: .... Yes [ .,No Property Owners Name: UJ lk • G YT'1 ES 10 S U Q k t-3 C A U o lZ l T`( Mailing Address: P O. 130X 1 (n 4 . 12) E t L - y U e X .9 500 9 - I Aa 4� City State Zip 'CbNTACT PERSON A ��ir I a r : a 11 f r � � { J t . .'. � = ) t i. ;.' .1 ••,t i F M •;'�7� .�� L1 .1 .� . Name: D P.V kD SEE L - ( /T HF 5 D Q1�'1'Y11 A Rr N gt =T5Day Telephone: 42S - SS ) -" - 7S0 Mailing Address: 118 B 3 LE kRX S&Ay I 1✓ zED moo D WIN 9 8cs Z City State Zip E -Mail Address: _cL oLy i C1 �J_ d r► e r. C.oM Fax Number: GENERAL = CONTRACTOR INFORMATION- f ' ti t Y c <1{ a is t 1 \ i x1� ,�, z � \ � S 7 i ir.• S Y 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 ** ;'ARCHITECT OF RECORD `All platis'must be ivet §ti mped by Airchite 46 cord I Z Company Name: IrlAr &a - 0 — WM TEGT'S Mailing Address: - 7 9- 9 3 LEND' W6d tJ e ZE - n Mb FJ.D W N 98 09 Z_ City State Zip Contact Person: kkC • y,,. Z) M 11✓� Day Telephone: 15� 7� - f31 - `LSO (o E -Mail Address: _r i C4 - r C�n \i'Y1 Fax Number: 4-)S S A J - 77 30 4 E, NEER OF., RE CORD All plan matt be_wet stamp E NG ed b (/ ngineer. of Record' Company Name: ARM 0U'1._ V IS�ER.FE� E M Gi 0 EeP_A Q & L, L C._ Mailing Address: 13 A-S SE 2. 74— p L, �-�-� 1 00, R,GLL•G\IU kc�j 9 A OdE 7 City State Zip Contact Person: Day Telephone: A-Z-9 (o 14 49 E -Mail Address: �lt• l o o _ (N L), r o,+-6 i , cofY) Fax Number: tz - Co 1 4 O9 S� iapplicationApermit application (3-2003) I' Z W � D JU UO 0 W= S2 LL WO J LL Q U� = F w Z F- F O Z F— 1 W U� O� OF- LU W F L -0 Z U= O F— Z Valuation of Project (contractor's bid price): $ 2.5 1 ( e 1 S Existing Building Valuation: $ 2 1 7 5 5, 00 0 Scope of Work (please provide detailed information): R E M t)�i L R)!MtS tJ U W NLL5 I NT . ICbGR MZAULl 5 ALL.. INT15VUc)t_ FtW\5JJrE5,. MME 10 01pe71jl &- ISkt► .W.Q lGM%,S IJ Cr taJ t�rLL -S r�r�T t� t o tJ �U �. UL 1 U e W D00 LS At�1 D �Ll� LN i SusP� - r�D�o �4.C.'T Lr�t+rs I SuPPL�r �' QE �2�u�� � CIS Pt✓ -- r.� INST�I��- cc) M, W l�� u � -, �S F 6RM ZS vo4 -og� �r1b� - oaS> Will there be new rack storage? [] ..Yes .. No If "yes", see Handout No. for requirements. Provide All Builds ig Areas rn Square .F.00tage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N f� *For an Accessory dwelling, provide the following: Lot Area (sq ft) - 13 L - 7 4 4 V 6 f -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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes OR..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: E(.. Sprinklers ❑ ..Automatic Fire Alarm []..None [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ..Yes [g.. No If "yes ", attach list of materials and storage locations on a separate 8-112 x 1l paper indicating quantities and Material Safety Data Sheets. kapplicslions \permit application (3.2003) 3/2003 Page 2 Z ~w JU 00 W= S2 LL WO L_ N = W H ZP HO W ~ W U 0- oI.- W H� - Z 111 CO O Z ' Ad dttton to Type of. Type of Interiorxtsttng li t , Cotstructton Onc ccupa y per :, 5 'Extsttng' .'Remodel Structure' New per UBC UBC 2 Floor 4 . 4e d - I 2 - 1 0 2 (,o o tit E. N S ::,3':u >: ' Floors - thru. Basement Accessory. Structure* Attached: Garage- ; :Detached! Garage . Attached, Carport ::.; Detacht&Carporf ;:Uncovered: Deck- 1 :"_n1 `T' :,' }'• PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N f� *For an Accessory dwelling, provide the following: Lot Area (sq ft) - 13 L - 7 4 4 V 6 f -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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes OR..No If "yes ", explain: FIRE PROTECTIONMAZARDOUS MATERIALS: E(.. Sprinklers ❑ ..Automatic Fire Alarm []..None [] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ..Yes [g.. No If "yes ", attach list of materials and storage locations on a separate 8-112 x 1l paper indicating quantities and Material Safety Data Sheets. kapplicslions \permit application (3.2003) 3/2003 Page 2 Z ~w JU 00 W= S2 LL WO L_ N = W H ZP HO W ~ W U 0- oI.- W H� - Z 111 CO O Z I i l I i :1 .a t: 4 t Scope of Work (please provide detailed information): N bT N?p L( Q Call before you Dig: 1- 800 - 424 -5555 - ` Please irefewto Public Works Bulletin' #1 for; fees and. estimate'sheet. Water District ❑ ...Tukwila E] ... Water District #125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ... Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ... Bond ❑ ..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Pronosed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage [ Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ... Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... WO# _ ❑ ... Temporary Water Meter Size.. WO# _ ❑ ...Water Only Meter Size............ WO# _ ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size........ is FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City state zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Ci state Zip UpplicationApermit application (3.2003) 3/2003 Page 3 I' I� t Z 1 Z �W aa� JU U N 0 C0 W W = E— CO LL W O LL Q co :D = f1 �W Z 1- H O W 5 U� O- 0 H Ww ~ I �- O Z W U= O F- . Z r MECHANICAL CONTRACTOR INFORMATION Company Name: OT IMP C? L1 r% N ELI 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): $ Scope of Work (please provide detailed information): Use: Residential: New .... Commercial: New .... Fuel Type Electric ..... E] Gas....[] Indicate type of mechanical work being installed and the quantity below: :Pgit Typei; . ; : Qty .. Untt TYPe�. Qty' Unit Type Qty ;Boiler /compressor ..; Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace V entilation 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. Replacement .... F] Replacement .... n Other: M BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: // �-f- Print Name: _ 2AU )f) f St l TJ7fe PiPFRK 1 - $44 Ch S Day Telephone: Mailing Address: - 79 83 L.JjD P V W e P_Eb A\0l• � g(57Z City State Zip Date Application Accepted: Date Application Expires: Staff Initials: S-I —6rs/ �?—iP y SN�s �applicstionslpermit application (3 -2003) 7 MMt ,».i.w.w�w..x w: wweinx .3r�srx,^•enw...+w,;rrvw.r• Z W JU UO UD J = H �LL WO J LL Q _ (Y F W ' Z H- H O Z E_ W W UC1 ON 0H W W 2 U u' ~O W Z U= O Z 1 � 1y Cit y of Tukwila rsae 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223200060 Permit Number D04-097 Address: 320 ANDOVER PK E TUKW Status: ISSUED Suite No: Applied Date: 03/19/2004 Applicant: BROTHER BAND, INC Issue Date: 05/03/2004 Receipt No.: R04 -00658 Payment Amount: 47.00 Initials: SKS Payment Date: 06/07/2004 09:07 AM User ID: 1165 Balance: $0.00 Payee: FREDERICK A. THOMAS JR TRANSACTION LIST: Type Method Description Amount Payment Check 1880 47.00 ACCOUNT ITEM LIST: i Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 47.00 Total: 47.00 ,� —TO T W 1 17 - 00 doc: Receipt iTiT�Y' - ' T Printed: 06 -07 -2004 z Wo WV UQ CO CO) J � CO V„ W0 U. rn � = ' z f- F- O z t- W � 5 U O �. 0 C- Wa �O 111 z L) =. oF- z ,. cs City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223200060 Permit Number D04-097 Address: 320 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 03/19/2004 Applicant: BROTHER BAND, INC Issue Date: Receipt No.: R04 -00529 Payment Amount: 405.85 Initials: SKS Payment Date: 05/03/2004 03:48 PM User ID: 1165 Balance: $0.00 Payee: WASHINGTON CITIES INSURANCE AUTHORITY TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 010169 405.85 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 401.35 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 405.85 0519 05/04 9i.� O TOTAL 405. �15 doc: Receipt Printed: 05 -03 -2004 Z Z �W QQ JU cU 0 N o. J H CO) LL WO J LL ?. CO CJ, �W z� 1-- Z I— W W U� O N, � F- W H� —0 w U = Z I i� i ti x fQ City of Tukwila 1908 i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0223200060 Permit Number D04 -097 Address: 320 ANDOVER PK E TUKW Status: PENDING Suite No: Applied Date: 03/19/2004 Applicant: i BROTHER BAND, INC Issue Date: Receipt No.: R04 -00335 Payment Amount: 260.88 Initials: SKS Payment Date: 03/19/2004 04:40 PM User ID: 1165 Balance: $405.85 Payee: THE DRIFTMIER ARCHITECTS, P.S. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 14570 260.88 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK NONRES 000/345.830 260.88 Total: 260.88 'r ( 3 5 /43 9716 TOTAL 260 .88 doc: Receipt Printed: 03 -19 -2004 z � w JU UO Cl) C0 W J = H S2 LL w� �a: LL = CI �w z F- r- 0 w �5 �o ON � F- = U LL O LLI z U =: O ~. z / l INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' Type of Inspection: Address: 1 � 7e Date Called: Special Instructions: �!�/ Date Wanted: / a.m. p.m. �/N /T I S Requeste �(! � 1F11Vo 171E..S Ph ne No j� C%�/ / 4 — 7Y7 1 .. — u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: i I Z W JU UO moo. W = H �LL WO LL N� =d �W Z H O W �5 U� 0 H W H� 60 Z W U =: O Z �- INSPECTION RECORD � Retain a copy with permit INSPECTION NO. P14,6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct:. Type f Inspection: Ad ss: E a t6 Ca led: .� • t/ Specia Instruc oni: Date Wanted: ce' - 1 2� Qt, � m 7 p.m. Requester: � Phon No: � 1 1 i Z Z '~ W UO 0 CO) � CO) LL W O La N �. = d �W Z H t•- O z W W p . 0 — . W W. H L). LL Z L11 U O Z �pprovecl per applicable codes. Fl Corrections required prior to approval. 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 Pro•e "t: Type of I spec ion Add s Date Called: Special Instructions: Date Wanted: Requester: ` ? ti Pho a No: l ob) 7 ll' ._ r Approved per applicable codes. . required prior to approval COMMENTS: I I Receipt No.: Date: i� Z �~ Z � W D U 0 w= t-- W WO u- �W Z� ZO WW U L-j N D I— WW H L). ill Z U= O Z J -- - -_ -.. .rid- 7 INSOtCTION RECORD Retain a copy with permit E:: )-1- ' INSPECTION NO. PER 1 O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I JdApproved per applicable codes. Corrections required prior to approval. Project/ O �r er r Type of I� ;pection: U 1 r� c O v \ Addre AvA 0\J-eV1 t- o �� C Date Called: (9 Special Instructions: Date Wanted: 7 " ` a.m. VJ I I— p.m. Requester* �qrr� Phone No: L.0 t... Inspector: Date: (0 I - a'- 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be nairl at R , Afttl Cnuthrpntpr Rlvrl _ Cuitp 1 M_ Call to crhprh ilp raincnprtinn_ Receipt No.: 1 77 Z W �QQ � JU 00 WF Cl) L W O 9 : LL = C3 I.-W z F- ZO 5 U 0 F- W W U u" O llJ z U N O z Q INSPECTION RECORD 541�1 Retain a copy with permit INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: (' Type of Inspection: _ Address: Date 'Called: Special Instructions: Date Wanted: a.m. �L p.m. 6 Requester: 36 I rv , I w Phone No: -a 610 - pproved per applicable codes. Corrections required prior to approval. COMMENTS: In ctor: Date: $ .00 REINSPECTION EE REQUIR D. Prior to inspection, fee must be P id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receiot No.: IDate: Z gg� 1 UO Cl) J = �U WO 2� 9Q N� = H =. Z� 1- O W W �5 0 0 o� =U O .Z W U CO) O Z INSPECTION RECORD Retain a copy with permit !-J� / INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: Typ f Inspection: n A re� � � t Date Call 0 13/0 ( 4 _ Special Inst uctions: Date Wanted: m- Ja /,?/4( p.m. g . .. Requester: ' Phone No: I&Approved per applicable codes. Corrections required prior to approval. COMMENTS: �•� a 10 cam. i o -3ve 2 1 (MI, 1 0 � 47.00 REINSPECTIC)N FEE REQUIREb. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite//�100. Call to schedule reinspection. Receipt No.: Date: 1Y Z Z �W QQ� JU UO 0 W �U- WO UQ c� _CY �W Z H I•- O W 1— �j U� O N 0 H W W H( W z LLI N z INSPECTION RECORD L- Retain a copy with permit;:> INSPECTION NO. :4ER0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Pro' ct: Type.of Inspection: A r ,� ISrecial � � Date Called: O Instructions: Date Wanted: ,n �-c 7 1 0 4 p.m. Requester: ryoU 7&P - Approved per applicable codes. Corrections required prior to approval. V1 ENTS: Z L'& v2 d �; - ems- „ o /,ms N. i t I ' f7.00 REINSPECTION,FEE REQUIRED. 1pior to inspection, fee Must be laid at 6300 Southcenter Blvd., Suite 10 Call to schedule reinspection. ipt No.: Date: r z �W UO 0 W LLJ �LL WO LL CO) d = W H z :r z O: W 5. U� O- 0 H WW U_ Z UN O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro a t: Type of I pection: rr Adtjres - A� Date Called: Special Instructions: OF Date Wanted: ,, ,aa.m�. Requaster ' IM/04) Pho b No: !!// Approved per applicable codes. Corrections required prior to approval. i C MENTS: �21&m al i Inspect r Date: x47. EINSPE ION FEE REQUIRED. Prior to inspection, fee ust be paid at 6300 Sout center Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z ;F- Z W QQ � JU 0 CO) 0 co W J = NLL wo La U) = W Z� Zo W 5 U� CO OH LU =U H� LL Z Lll U= O Z �- INSPECTION RECORD Retain a copy with permit VPE INSPECTION NO. CITY OF TUKWI LA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Pr ec : Type of Inspection: r AtidyegS ate Called: T � Special Instructions: Date Wanted: k p.m. Requester: �Q Phone Noi 7 � Approved per applicable codes. tz Corrections required prior to approval. COMMENTS: 1 I A �- �— c� �Q z r l • • r )0 REINSPECTI04 FEE REQUMED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Z �Z �W W t U U O W� N LL w U_ rn d . H =. Z +.... ZO �0 U ON O H. WW H� LL LIJ Z U N O Z. INSPECTION RECORD -T Retain a copy with permit INSPEC NO. PE 1 0. CITY OF TUKWILA BUILDING DIVISION, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 pproved per applicable,codes. Corrections required prior to approval. Pro reit. Type -inspection: Add ess: a 15p*cial Date - Called: b Instructions: Date Wanted: a.m. �E ( 2 Requester: Phone No: qz) (R �COMMENTS: �ra . 1 ) Inspection, fei mutt be to schedule reinspection. 0 1 Z W W JU 00 w= CO) L W O 2 � 9 _j U. W z = l'— 0 Z H LIJ. Cf) 0 a F- ILLI W LL 0 tll Z Cl) X Z I INSPECTION RECORD (� Retain a copy with permit (J� INSPECTION N0. PE I N • ` f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 V IC_ ' pU i I I Pr : t r� Type f Inspe tion: ate Cale Special Instru do s: !.�'i �. t ! ep Date Wanted: M. S a 7 1 0 p M. Reggester:. Phone No: paid at 63OU Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 -�.r Z SZ W �v U O W= TLL W O L� N = W ? H HO Z F— W o U D E- W LL O ltl Z U= O ff. Z �er aQlicab e od /M CCo rre�e4r oor o p INSPECTION RECORD Retain a copy with permit v/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' t: Ty a of Inspection: Address: "490V D to Called: 1 ZZI Special Instructions: Date Wanted: a.m. r Q 13.fp. Requester: Al Pho a No: ©� .._. $47.00 REINSPECTI N F E REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z JU UO w� NU- W O L_ CY = W Z � U� co 0 H WW HC �O ..Z W U Co. 1= _ O� Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ry (.03I t Project: _ Type of Ins ection: ��f�/�'��.;JFi Address: 2,00 Date Called: 13 Special Instructions: Date Wanted: a.m. m, M. J Requester: Yf - Phone No:�� ) K Approved per applicable codes. Corrections required prior to approval. I $47.06' — ON YEE REQUIRED. Prior to inspection, fee musf be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No;, Date: Z �Z �W JU UO to 0 J FF- �LL WO J u_ N = W ZO W �O U 01-- WW �O W Z U =, O F- Z II l 1 m, J M 941 O / � AO! / .r /./ * U I J _ ff �d j MR1 11ILMAI I $47.06' — ON YEE REQUIRED. Prior to inspection, fee musf be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No;, Date: Z �Z �W JU UO to 0 J FF- �LL WO J u_ N = W ZO W �O U 01-- WW �O W Z U =, O F- Z T­N*P—� 7 77 77- � ­ Z71­ '- ,^ - ^ " rk " 0i 1908 Thomas R Keefe, Fire Chief City of Tukwila Steven M. Mullet, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. [20L Approved without correction notice Approved with correction notice issued Sprinklers: 'Fire Alarm: Hood & Duct: Halon: 'Monitor: Pre-Fire: 'Permits: fl, C_10't, I, V 6_61 Authorized Signature FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East e Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax. 206-575-4439 W 62 D JU L) 0 W W CO U. W 0 2� 9-1 LL 0 W Z F_ 0 Z H W U J 2 5 D j3 0 C/) 0 of­ W W M LL 0 ai Z L) co p:r 0 F- Z The Driftmier Architects, P.s. FILE COPY -- I WASHINGTON CITIES INSURANCE AUTHORITY CII�APPRO OIIA 944 DETAIL BOOK REVISIOIV.�ku 14 MAY 2004 6388 REGISTERED ARCHITECT DAVID RANDALL SEELY STATE OF WASHINGTON Q2 Bldg Permit Rev 05/14/04 crr to �v MQyI ? o, pepulr Cr m`ER z Z JU 00' N� J = S2 U_ WO 9 _j uQ = a �w _ z �.. w o �o U O N o� WW 'L O. w z U =: O z BROTHERBAND TENANT IMPROVEMENTS ln`dex to�f Detail DETAILS ARE INDICATED ON THE CONSTRUCTION DRAWINGS AND IN THE DETAIL BOOK WITH (2) TWO NUMBERS WITHIN A DETAIL BUBBLE, THE TOP NUMBER INDICATES THE DETAIL NUMBER AND THE LOWER NUMBER INDICATES THE SECTION IN THE DETAIL BOOK IN WHICH THE DETAIL 15 LOCATED (5EE BELOW). A SHEET NUMBER MAY BE NEXT TO THE DETAIL BUBBLE 15 IT 15 LOCATED ON ONE OF THE CONSTRUCTION DRAWING SHEETS. 5. WINDOWS 0/5 TENANT ENTRY SECTION 6. DOORS 316 INTERIOR WOOD DOOR DETAILS 7. INTERIOR CONDITIONS VY SUSPENDED A.C.T CEILING 3N SEISMIC COMPRESSION STRUT 4h CEILING TO WALL DETAIL 5/7 LIGHT TIE DETAILS 6/7 SUSPENDED CEILING NOTES 7/7 PARTITION BRACING 8/7 WALL/WINDOW CONNECTION 15/7 PHONE /DATA WALLPLATE 9. NOTES / SPECIAL CONDITIONS / SCHEDULES 1a19 ENERGY NOTES 1b19 ENERGY NOTES 2/9 ELECTRICAL NOTES 3a19 LIGHT FIXTURE SCHEDULES 3b/9 LIGHT FIXTURE SCHEDULES 4/9 MECHANICAL NOTES 5/9 INTERIOR FINISHES z �z w w JU UO 0 w= J H S2 LL w L L c �. = �w z� �O w ~ w Uc O o f- ww LLO ui z U =. O� z f S r The 7983 Leary Way NE DATE 03 D&ITr ier Redmond, WA 98052 BY RN5 (425) 881 -7506 ArdiftecL% p$, maNdriitmier.com JOB 20405.00 Z = H. '~ W JU UO cn o W uj J CO LL W O L J a N d Z� H O Z H LLI fi U ,O CO o ff W W u. O. Z ll! U N H �! Z GNB, TYP. 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HANGER WIRES ATTAGHED TO FIXTURE 4 ANGHORED TO 5TRUGTURE ,- - LIGHT FIXTURE AGOU5TIGAL GEILIN6, WHERE OGGUR5 L IGHT F I XTURE ALE: LIGHT TIE DETAIL SC N=1 5 1_ for RWA agog Z w U 0 (/)a CO) LLI J (f) U- � 0 LL c a LLJ Z �0 - z W UJ, 2 D () c o 0­ o ff WW L ui Z PROVIDE 12 6A. (MIN) HANGER WIRES ® 4' -0" O.G. ALONG MAIN RUNNERS. 2. PROVIDE 12 6A. HANGER WIRES AT THE ENDS OF ALL MAIN AND CRO55 RUNNERS WITHIN 8" FROM THE SUPPORT AT THE PERIMETER OF THE CEILING AREA. HIRE5 SHALL NOT HANG MORE THAN I IN 6 OUT OF PLUMB. 3. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIALS OR EQUIPMENT. PROVIDE TRAPEZE OR OTHERS SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER 5PAGIN6. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRAGE5 AS REQUIRED AT ALL GEILINO BREAKS, SOFFITS OR DISCONTINUOUS AREAS. 4. GEILIN6 GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. GEILIN6 GRID MEMBERS SHOULD BE AT LEAST 1/4" FREE OF OTHER HALL5. 5. AT THE PERIMETER OF THE GEILIN6 AREA, WHERE MAIN OR GRO55 RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTIONS BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. WHERE THE PERPENDICULAR D15TANGE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12 OR LESS, THIS INTERLOCK 15 NOT REOU I RED. 6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRAGINO WIRES ORIENTED qO DE6REE5 FROM EACH OTHER AT 8 FEET BY 12 FEET ON CENTER. PROVIDE BRAGIN6 WIRES AT LOCATIONS NOT MORE THAN 1/2 THE 5PAGIN6 FROM EACH PERIMETER. THE SLOPE OF THESE WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE GEILIN6 AND SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS GL05ELY AS POSSIBLE WITH THE DIRECTION OF THE FORGES AGTIN6 ON THE WIRE. 7. SEPARATE ALL GE I L I NG HANGING AND BRAG I NG HI RE5 AT LEAST 6 INCHES FROM ALL UNBRAGED DUCTS, PIPES, CONDUIT, ETC. g, FLUSH OR RECESSED GEILIN6 LIGHT FIXTURES OR AIR TERMINALS OR SERVICES WEIGHING LE55 THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. 5LAGK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. q. ALL FLUSH OR RECESSED GEILIN6 LIGHT FIXTURES OR AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE INDEPENDENTLY SUPPORTED BY NOT LE55 THAN 4 TAUT 12 6A. HIRE5 EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE RE6ARDLE55 OF THE TYPE OF CEILING GRID SYSTEM USED. THE HIRES AND THEIR ATTACHMENTS MUST BE CAPABLE OF SUPPORTING 4 TIMES THE HEIGHT OF THE UNIT. 10. SUPPORT 5URFAGE- MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHIGH SURROUND THE GEILIN6 RUNNER AND WHIGH ARE EACH SUPPORTED FROM THE STRUCTURE BY A 12 6A. WIRE. SPRING GLIP5 OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. SUSPENDED CLG, NOTES SCMZ NONE ;, nie 7983 Leary flay NE DATE 03/Iq/04 Drif rder Redmond, WA 98052 BY PRR (425) 881 -7506 AwlA ecL% P maUidriftmier.com 1 JOB 20405.00 z Z �w QQ JU UO U) C3 co w J = H co u- wo �Q co =d �w z H z� LIJ5 U� ON o�- W XU L O w z U cf) F= _ O z ., 3$ ���: C^` �� ,( 4s d� r����7q `saV'?,�",'y'�,er^�rt�a'�nx trtr �F.' i3?. xti' w, M " rt der.;`��t!:t , � , r``tk:H4. , �� , tip' wit° t" H' a+" htX" k�='"r r`^" `t.�rtr,.�f > %"!t�'y?9a!'.o NV}'?r�.`.�fa!4w: Y,6' -4 :�� ..� : r.-.v ..... .. k ..,......... � �..,..,......'�.'..,.:' :• ` sr:r.;p ;.'�,. r, .,w.� • J�. - n e4:sau-.i�ranv.+.+�,:.:r a. ..r_ : �mr..�+.. '..:. r, b�•... +" .- c.:Gtu «..,*.�wa� a >A:�n..:••o ". � �'r:^�..+... ,« ,.. r- � .n, -.,., a.. STRUCTURE ATTACH TO MAIN RUNNER OR PERPENDICULAR TO PARTITION MAX PARTITION HT — 10' - 0 " MAX PARTITION WT — 15 LB5 P5F ATTAGH TO STRUCTURE AND rO PARTITION W/TWO #8 5GREW5. ENE RIGID BRACE a 5'0.0. �)R TO RESIST 5 P5F TRAN5VER5E _OAD. ALTERNATE 51DE5. 5RAGE5 SHALL BE DOUBLE BAGK TO BACK OR NESTED A5 REG2UIRED FOR PLENUM HEIGHT rO 10'. BRAGE5 NOT REQUIRED NITHIN 8' OF INTER5EGTING :'ARTITION5. IATERIAL FOR PLENUM HEIGHT UP 0 5-0 ": 1 -1/2" X 16 GA. _ ROLLED CHANNEL OR — 1/8" HAT CHANNEL OR 1 -518" X 25 GA. OR GREATER G STUD. PARTITION BRACING ' nle 7983 Leary Way NE DATE 03/Iq/04 Driftrnier Redmond, WA 98052 BY PRR (425) 881 -7506 Amhitec#q� P.S maNdrUtmier.com JOB 20405.00 z J— Z �w 5 00 co J = S2 LL w O. LL cl) D = CY f.. W Z H H O z F- W W Ua co O— DH W H FU-- LL O z w co O F ' z »tea. Mwua 'as��.mxanvre ... zrrr!ozm?�n „�ssw =si2ra?"!al"as�s�.. - -� ATTACH TO 5TRUGT. 1N/ POWER DRIVEN OR EXPANSION TYPE ANCHORS O TWO 12 GA. WIRE5 a 60.0. — OR TO RE515T 5 P5F 450 TRAN5VER5E LOAD. ATTACH WITH HAND WRAPPED TIGHT GEIL I N LOOP5. ATTACH TO MAIN RUNNER OR PERPENDICULAR TO PARTITION MAX PARTITION HT — 10' - 0 " MAX PARTITION WT — 15 LB5 P5F ATTAGH TO STRUCTURE AND rO PARTITION W/TWO #8 5GREW5. ENE RIGID BRACE a 5'0.0. �)R TO RESIST 5 P5F TRAN5VER5E _OAD. ALTERNATE 51DE5. 5RAGE5 SHALL BE DOUBLE BAGK TO BACK OR NESTED A5 REG2UIRED FOR PLENUM HEIGHT rO 10'. BRAGE5 NOT REQUIRED NITHIN 8' OF INTER5EGTING :'ARTITION5. IATERIAL FOR PLENUM HEIGHT UP 0 5-0 ": 1 -1/2" X 16 GA. _ ROLLED CHANNEL OR — 1/8" HAT CHANNEL OR 1 -518" X 25 GA. OR GREATER G STUD. PARTITION BRACING ' nle 7983 Leary Way NE DATE 03/Iq/04 Driftrnier Redmond, WA 98052 BY PRR (425) 881 -7506 Amhitec#q� P.S maNdrUtmier.com JOB 20405.00 z J— Z �w 5 00 co J = S2 LL w O. LL cl) D = CY f.. W Z H H O z F- W W Ua co O— DH W H FU-- LL O z w co O F ' z »tea. Mwua 'as��.mxanvre ... zrrr!ozm?�n „�ssw =si2ra?"!al"as�s�.. ACOUS. 5BALANT (EA. 5100 --� (E) WINDOW JAMB (E) 6L. WD BLOCK PNT. TO MATCH WIN. (P -4) 5TL. 5TUD FRAMING 5/8" GWB. AGOUS. IN5UL. IN WALL A 2 REVI510N5 05/14/04 WINDOW DETA .F. . �� { 1< Y. Ti . 'xT' CRC' TSCa " P.< �n�/, �JE�r ,1 ?rtlMl,Chr!;atYiz'YVM'G<YIM A,tY,.'!r5JFt {7,%2W.Vw'��• . �ec>+. �4n�Sl qan" C+ �iiwCsH O.✓` �f�mi���ielYY7d+ ari�vbxr"' sa! n+ t�-* �.! iJ trtn!"• �'.•+ wa <r'nnvw� +aexe•�n5�'r:= .v..�wiaM1 .w�Jw•t +w+•' +' .• 1 z Z � JU UO W= H U) LL w LLQ = F w Z F- O z F- W W U ON ❑ I- ww 2 H F LL O .z W Cl) O z TELEPHONE/NETWORK WALLPLPT= fTY° I (1) SPARE PO (FUTURE U5E) (1) TELEPHONE JAGK5 AND 4 -PAIR GAT. 5E GABLE OR BETTER (1) NETWORK/DATA JAGK5 AND 4 -PAIR GAT. 5E OR BETTER I GANG MUDRING/PLATE (TYP.) 1) ALL TELEPHONE GABLE TO BE CATEGORY 5E. ALL 2) NETWORK GABLE TO BE GATE60RY 5E OR BETTER. 5) GONTRAGTOR TO PROVIDE A 51NOLE MUDRING W/ PULL STRING AT EAGH LOGATION FOR TELE/DATA GONTRACTOR. STUB CONDUIT DOWN INTO GRAWLSPAGE. ALL NON- AGGE551BLE AREAS TO BE IN CONDUIT. PHONE /DATA WALLPLATE SCALE: 15 NONE nie 7983 Leary flay NE DATE 03/Iq/04 Dhftrnier Redmond, WA 98052 BY RN5 (425) 881 -7506 — Arch ite&% P. & mailWri Wer.com JOB 20405,00 l F � ,;1, ai:. . <Vs t. ,.ak•.. {�rAekv'+("�' 'Y t ' � S.�t :�iu'�".,J�1'i�:�� i ��. .; .���., �,. ;� r �:!�' . d�t <..�:: -i v z ~ W �U 00 U) 0. J = CO) LL w LLQ cf) i �w Z 3: �- O z �- w w U 0 o�- w � �. w LLi z CO) O~ z ENERGY NOTES SCAIE: 10 NONE The 7983 Leary Way NE DATE ' 03 /lq /04 Driftrmier Redmond, WA 98052 BY KL (425) 881 -7506 Altcbltectq� P. S. mail @drittmier.com JOB 20405.00 ill l�Arl�! .1J.1. +. 4�9F''�w�.��6�u... + 1%.,. 1!'} t' R` k' R; r±. CN. ftscrofYat+ iY;+ T!! i; SiY! cK.+ t•' a(' 4fi"'.:! R cet' PY :rh .rmrt!,'dl,N +, `y,,,.rrw��!.. vwW ttlY)dsi�•4wwcra rn� C*ilrMr++'w _ - - WCIA REMODEL ENERGY CODE NOTES AND ANALYSISZ z �W A. GENERAL v UO 1. PER 101.3.2.1 OF THE WASHINGTON STATE ENERGY CODE "ADDITIONS TO o co w EX15TING BUILDING5 OR 9TURCTUKE5 MAY BE MADE TO SUCH 13UILDIN5 OR W � STRUCTURES WITHOUT MAKING THE ENTIRE BUILDING OR 5TRUCTUKE N uO COMPLY, PROVIDED THAT THE NEW ADITION5 SHALL CONFORM TO THE w 0 PROVISIONS OF THIS CODE. PROVIDE IN5UL. & UPGRADE5 AS KEQD. J 2.- ELECTRICAL RESISTANCE HEAT 15 NOT ALLOWED ON TH15 PROJECT. N d = W z. � A.1 INSULATION �.. O 1. THE BUILDING 15 EXISTING. CONTRACTOR SHALL MEET THE ENERGY CODES z ►-. 2 w APPLICABLE TO ADDITION. FILL ALL EXTERIOR WALL CAVITIES W /FULL DEPTH v N � ' IN5UL. AND VAPOR BARRIER WHERE EXP05ED DURING CONSTR. o � 2. THE EX15TING CONCRETE ON -GRADE FLOOR SLAB HAS NO INSULATION = v UNDER IT OR AT THE PERIMETER. PROVIDE K -10 RIGID IN5UL. AT EDGE OF NEW SLAB. o z A.2 GLAZING. 1. EXISTING WINDOWS ARE WOOD WITH INSULATED GLAZING PANELS. O z REPLACEMENTS SHALL USE INSUL. GLA55 OF SAME OVERALL THICKNESS. 2. NEW GLAZED DOORS AND WINDOWS WILL HAVE A MAXIMUM U- FACTOR OF i 0.50 NEW SKYLIGHTS WILL HAVE A MAXIMUM U- FACTOR OF 1.25. A.3 MOISTURE CONTROL. 1. PROVIDE NEW VAPOR BARRIER IN THE EXISTING CONSTRUCTION WHEN i EXP05ED DURING CONSTRUCTION. ENERGY NOTES SCAIE: 10 NONE The 7983 Leary Way NE DATE ' 03 /lq /04 Driftrmier Redmond, WA 98052 BY KL (425) 881 -7506 Altcbltectq� P. S. mail @drittmier.com JOB 20405.00 ill l�Arl�! .1J.1. +. 4�9F''�w�.��6�u... + 1%.,. 1!'} t' R` k' R; r±. CN. ftscrofYat+ iY;+ T!! i; SiY! cK.+ t•' a(' 4fi"'.:! R cet' PY :rh .rmrt!,'dl,N +, `y,,,.rrw��!.. vwW ttlY)dsi�•4wwcra rn� C*ilrMr++'w _ - - WCIA REMODEL ENERGY CODE NOTES AND ANALYSIS B. BUILDING ENVELOPE COMPONENTS - TARGET UA 13.1 NEW EXTERIOR WALL SYSTEM 1. 2X6 WOOD STUDS WITH R -11 GATT IN5UL. PROVIDE VAPOR RETARDER ON WARM SIDE. 13.2 NEW ROOF SYSTEM 1. PROVIDE K21 GATT INSULATION IN THE ELEVATOR SHAFT ROOF. PROVIDE VAPOR RETARDER ON WARM SIDE. NO VENTILATION REQD. B.3 NEW 5LA13 ON GRADE 1. K -10 RIGID IN5ULAnON AROUND SLAB PERIMETER. B.4 GLAZING OF HEATED ENVELOPE 1. GLAZING PERCENTAGE 15 38% AND THE MAXIMUM U- FACTOR FOR VERTICAL GLAZING 15 0.50 AND THE MAXIMUM U- FACTOR FOR OVERHEAD GLAZING 15 1.25. MAXIMUM 5HGC 15 0.45. 2. WINDOW GLAZING 15 CLEAR DOUBLE PANED LOW -E GLA55 (OR AS NEEDED TO MEET'U' AND'5HGCI WITH A V TOTAL THICKNE55. GLAZING IN DOORS 15 CLEAR DOUBLE PANED TEMPERED GLASS. 6.5 VAPOR RETARDERS 1. PROVIDE VAPOR RETARDERS ON ALL EXTERIOR ENVELOPE COMPONENTS AND SEAL ALL JOINTS. INSTALL VAPOR RETARDERS ON THE WARM 51DE OF IN5UL. (WINTER CONDITION). ENERGY NOTES SCALE: lb NONE ±43 Tle 7983 Leary Way NE DATE 03/Iq/04 Driftrnier Redmond, WA 98052 BY RN5 / KL (425) 881 -7506 Architect% P. S meilodrittmier.com JOB 20405.00 s r:.f, u.�� � 3L. ._ .� ... .. y. « «n . a ....At.w —,.: �..,. .,..�.aF.....w.+W.a- .a.... ✓"'.. J A1VCaM.CNP -�, gJ^c'Y�.L�. z Z LLJ 00 (/)c CO) ui J H LL W� J LL Q co) = �W Z H F- O z t— LLI �� UC3 O N O f- WW H 5' LO W z U= O z I. ALL ELECTRICAL WORK 15 UNDER SEPARATE PERMIT AND 15 TO BE BIDDER DE516NED. WORK SHALL COMPLY WITH ALL APPLICABLE CODES INGLUDIN6 BUT NOT LIMITED TO WA5HIN6TON STATE ELECTRICAL CODE AND THE WASHINGTON STATE ENERGY CODE, AND ALL CODES AND REQUIREMENTS ADOPTED BY THE CITY OF TUKWILA. BIDDER TO OBTAIN AND PAY FOR PERMITS. 2. ALL WORK, WHILE BIDDER DESIGNED, MUST ADHERE TO ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS INGLUDIN6 THE TECHNICAL SPECIFICATIONS. 3. WIRING METHODS MAY BE AS PERMITTED BY "GODS" AND INSTALLED PER "NED" INSTALLATION STANDARDS. 4. COORDINATE ALL OUTLETS, PHONE AND DATA JAGKS LOCATED NEAR GASEWORK OR FURNITURE. LOCATE WITHIN CABINETS. ABOVE GOUNTERTOPS OR UNDER COUNTERS AT KNEE SPAGES AS DIRECTED BY ARCHITECT. ALL OTHERS SHALL BE 18" ABOVE FINISH FLOOR IN WALLS UNLESS NOTED OTHERWISE. ALL OUTLETS IN OPEN FLOOR AREA SHALL BE INSTALLED IN REGE55EP BOXES WITH COVER PLATES FLUSH TO FINISH FLOOR. 5. ALL ELECTRICAL AND LIGHTING DE516N SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION 6. ALL DEVICES TO BE SPECIFICATION GRADE. i - ELECTRICAL NOTES SCAMEE2 NONE q The 7983 Leary Way NE DATE 0 3/Iq/04 D6 rnier Redmond, WA 98052 BY KL (425) 881 -7506 ArdlecLs P.S mailodrift ler.com JOB 20405.00 Z Z Z w Q � Q 2 JU UO N J = H co w w O LLQ CO a = w z� HO w �5 U� co o ff w u. O ill Z co O Z :, .'!f#cM. .: .. .. +*'4M�'`,44i�1l ;. ��7MY�' Ct�F.' �fY�l! ga�riMrrr 9A. SN' aSR!; xxxe" K?�tl '�a?e�w!n•n^ar..,un:ae'ay.: v WASHINGTON CITIES INSURAN AGENCY ADMINISTRATION CENTER REMODEL TUKWILA, WA LIGHT FIXTURE SCHEDULE Type Location & Type Manuf. Catalogue Number V. Lamp Notes Al Elevator Lobbies, Winona 3700- F- 12OV -OA- 120 (4) CFT13W/ 24" Pis. Pendant, 18" overall Pendant LBP /CMF -MOD GX23 ht., Brushed Alum. knobs, fins & rods. A2 Conference, Ceiling Winona 3701- F- 12OV- OA -LP13/CMF 120 (2) CFT13W/ 24" Pis. Surf. Mtd., Brushed Mounted MOD GX23 alum. knobs, fins & rods, dimable ballast 151 Lobbies/ Corridors, Winona 4302- F- 12OV- OA -MP13- 120 (2) CFT13W/ Wall Sconce STD GX23 C1 Lobby/ General Lightoller 71328U/8037CLW 120 (1) 32W TRIPLE Compact Flour. Downlight In TUBE ACT C2 General Lightolier 713215U/8037CLW 120 (1) 32W TRIPLE Compact Flour. Downlight in TUBE GWB C3 General Lightoller 713213CU/8087CLW 120 1 (1) 32W TRIPLE Dimmable Wall Wash Downlight TUBE In ACT C4 First Floor Soffits Lightolier C41-V CCD 120 (1) 50 W MR16 Dimmable, 4" aperture, adjustable C5 First Floor Soffits Lightolier C41-V CCD 120 (1) 50 W MR16 4" aperture, adjustable 01 Conf./ Training Lightoller 713213U/8087CLW 120 (1) 32W TRIPLE Wail Wash Display Flour. Room TUBE Downlight In ACT 02 Conf./ Training Lightoller 1102P1/1123WH 120 (1) 15OW PAR Dimmable and adjustable Room 150 eyeball E1 Entry Canopy ExceLine 5P- A- 10- 2- HA- NA -WL -1 120 Wall mtd. up light at canopy; erferrated shield. E2 Exterior Bullding ExceLine GF2V150MAL 208V 208 15OW MH Fins E3 First Floor 5offits Lightolier NEED TO FIND RETROFIT 120 (2) 32 W FIELD VERIFY EXISTING TYPE FIXTURE. TRIPLE TUBE DIMEN51ON5 E4 Parking Lot Light Gardco Gull G1&- 1- 4XL /Q- 40OHP5- 120 Distribution & options per Wing 208 -13RP- elect. plans & specifications LIGHTING FIXTURES SCAIE: NONE Eq nie 7983 Leary Way NE DATE 03 /Iq /04 Dhffmier Redmond, WA 98052 BY kL (425) 881 -7506 Ard11 cL%Ps. mai16driftmier.com JOB 20405.00 'A.c•u Mur w Y'6 ^n'�b"+.•W:rr. ^J >w;r ..nr.H+rchd.M.rxF ! t`t.. •,xw.uw�nv +•v+ mss. v- N..:.: pe' yrwa':+ aW: eMf4NMef !'�A•,4.i••�vc4("r:c'o^'x,: t� !'3",a '•�G y f .`.. ;... a = Z w � �U UO UU C0 III �LL w N = W Z� H O R 5 U� O� I- Ww HL) O .. Z W U= O Z WASHIN CITI IN AGENCY ADMINISTRATION CENTER REMODEL TUKWILA, WA LIGHT FIXTURE SCHEDULE Type Location & Type Manuf. Catalogue Number V. Lamp Notes E5 Monument Sign ExceLine GF3- H- 70LXL- l5RW- PC13 -2 120 Wall mtd. up light F1 Officer, etc. Lightolier VPA2G29PR23212OSO 120 (2) 32W TS General 2 -lamp Parabolic, Drywall kit where read. Qty In [ ] for N.I.C. tenant spaces F2 1 WCIA Officer, etc. Lightolier CF52PGW323______- CF52GPW232______ 120 (2) 32W T8 General 3 -lamp Parabolic, Drywall kit where re 'd. F3 Toilet Walls Lightolier PT57148 120 (1) 32W T8 Wail wash fixture, set of 3 fixtures - 12 ft. long. F4 Toilete & Records Lightolier VP58G10MR132 -____ 120 (1) 32W TB 8" wide parabolic down light F5 General Wall Mtd. Lightolier P5- W1- 4 - ? - ?- COLOR? 120 (1) 32W T8 Linear up -light with erf. Screen FO Toilet Rooms Lightolier CWBX217 -_V- ballast] 120 (2 ) 17W T8 F7 Strip Light Lightolier 514451321-lPF -volt -ball- NA5YC40 C5P 120 (1) 32W T8 Strip light for cove and indirect lighting w/ as metrical reflector F8 Utility Strip Light Lightolier 5W45232HPF -volt -ba11 120 1 (2) 32W T8 2 -lamp utility etrip fixture F9 Under Cabinet Lightolier TCU40W 120 50 6PR 120 1 32W T8 F10 Surface Fixture Lightolier J54A232 120 50 120 (2) 32W T8 120 X1 Exit Sign & Light Lightolier LT- N -U -G -W 120 White housing and green stencil X2 Emergency light I Lightolier I E2 2 50L H12 W 120 White housing LIGHTING FIXTURES SCALE: ab NONE T e 7983 Leary Way NE DATE 03/111/04 DrifbiAer Redmond, WA 98052 BY KL (425) 881 -7506 Architeecb%P.S. mnilftriftmier.com I JOB 20405.00 z �z W JU UO C/) U) U - WO �Q co = �W Z F- 0 Z H W 5 v O - °H WW 2 I— F- LL — Z. W U= O Z g�:X,.r tt `}+fM:s.. `�T +.. �'+ N: "S?+!4�;7!`.SyE" a$"+ ixjr f7't$!'�n'';+:"4'S'.iP?�'k�vP kxr•te •.v.,i r, + a, �_;.e ar e:, K•..:°. �p• n,. �rrr^; ess.• �� „ " . . . , a ^Pt"}' Yk`J.. ..t }tv fl`. SX rn. r: `•ti ��1, .. ,. ,...� .. t�+`�_�k�+`i .. 4.l rfr_+ �,. w��.+ .slm...!ia..w,:..w•.•. ta� ;i,u,,.''� .n..... .,rl'.�e•._•s.e++1v+++^ *tn. ._ ......,�+•..mn..�w +•.».. 2. 3. 4 VERIFY LOCATION OF ALL HVAG DIFFUSERS 4 GRILLES WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE RETURN AIR GRILLE5 AND DUGT5. RUN TO HALLWAY. CONNECTION TO CENTRAL AIR RETURN DUCT TO BE DONE BY OTHERS. CONNECT DIFFUSER5 TO NEW OR EXISTING VAV BOXES. CONTROLS TO BE DONE BY OWNER'S MECHANICAL CONTRACTOR. DIFFUSER BALANCING BY CONTRACTOR. MECHANICAL PERMIT TO BE BY BIDDER DESIGN CONTRACTOR. PROVIDE PLANS TO ARCHITECT FOR REVIEW AND APPROVAL. MAKE GORREGTION5 PRIOR TO INSTALLATION THE EXISTING FIRE SPRINKLER 5Y5TEM 15 TO BE ADJUSTED FOR THE REMODELED 5PAGE BY CONTRACTOR. INSTALL NEW SPRINKLER HEADS PER PROJECT MANUAL. SECURE AND PAY FOR ALL PERMITS FOR SYSTEM REVISION AND INCLUDE IN BID. ►'il41li AMILI1: MU611SK 11m Driffinier /.YOO LeVXy ITHY 1 1G MALE C/,W1"I /(/'t Redmond, WA 98052 BY RN5 (425) 881 -7506 . ^3_�.+...L.,aw. .• ..rfiru >.r un(:1La� vY:s.v. J�...C.. fa.:: �+ .a'..'.yvkA:a'Y:i »:i4:...:?L..t •1 .�} t rF Y;r, .1t fi: >:.. Z �W � D U UO ma J F- NLL WO �QQ u- CO = C%. �W z 1-- W 25 U O - OH WW H F- LL O Z U U_, O Z Armour Unsderfer Engineering, LLC 13456 S! 27"' Place, Suite 200, Bellevue, WA 98005 (425) 614 - 0949 FAX (425) 614 - 0950 Ct Af't'lt►:f�! �,Jlt� December 9, 2003 APR I 2c 0 RECENED { CITY OF TUKWIIA The Driftmier Architects AS f:t? i Eu MAR 1 g 2004 Mr. David Seely 7983 7983 Leary Way ai3 DING �i 1 `�1-� PIERMITCENTE Redmond, WA 98052 RE: Preliminary Seismic Letter Report for the Washington Cities Insurance Authority Building in Tukwila, WA. AUE No. 3180 FILE COPY . Dear Mr. Seely: a errors an onills.. We have completed our preliminary seismic analysis f6r the!•sgbject�builfAhb., ; this. re � ort _._ documents a preliminary seismic analysis to determine deficiencie § ie building structure. The gravity system or wind analysis was not within the scope of this report. ' , PURPOSE T The Northwest has been known to be a seismically active area for many years. In recent years, several new discoveries as well as recent earthquakes have led researches to conclude that the Puget Sound region is at much higher potential risk than was originally thought years ago. In addition, building behavior has been tested again and again over the years both here, and in many other locations including California. In response to these observations, the seismic codes have significantly changes over the years. As part of this project, a site visit, seismic analysis and drawing review were conducted to determine areas of risk in a design level earthquake. A building designed in the 70's as this one would not be expected to meet modern seismic code, however, there are certain life safety items which could be upgraded during a renovation that would enhance the seismic l behavior of the structure allowing occupants the opportunity to safely exit the building. - These are the highest priority items listed. Other items may increase the capacity of the building and allow it to sustain higher levels of shaking without structural damage. These are a lower priority. BUILDING DESCRIPTION The subject building was designed in1973 under the 1970 Uniform Building Code. The building is approximately 176'x 72' in plan. This varies from the first floor to the roof. The ground floor is standard slab on grade and it appears that the foundation systems are also conventional bearinq type footings. The second floor and roof consist of wood trusses z z �w d 2 JU UO W= D w LL = w zX w� �5 U� N aH ww LL O ..z w U= o~ z ^ )ecember 2, 2003 Fhe Driftmier Architects Page 2 of 4 spanning to wood girder trusses which span from column to column along the length of the building. The floor and roof are sheathed with plywood. The exterior is a combination of precast panels and glass. The interior columns appear to be steel posts and are aligned to the roof. The exterior columns consist of 8" x 5' -8" concrete piers which run the entire height of the structure. There are 22 piers around the perimeter of the structure. They are at 33' on centers along - the long axis and 17.5' on centers along the short axis. These piers are also the lateral resisting system within the building. -- ANALYSIS An analysis was conducted using the 1997 UBC which is the current code for this city. The analysis consisted of determining the applicable base shear for this type of building if it were designed today. The loads were then resolved into the lateral elements and a demand _ verses capacity was determined. If this value was below 1, then the element was I considered acceptable. If the value was greater than 1, the element was considered lacking. A determination of the importance of the lacking elements was then determined and a priority list was created. i -4 In some cases, elements required by current code did not exist and therefore no demand capacity ratio existed. Again, the importance of these items was determined and they too were prioritized. DEMAND /CAPACITIES OF ELEMENTS The following is a list of items we specifically checked and the applicable Demand /Capacity Ratios: Element D/C Shear walls Roof Level (Moment) 0.77 Shear walls Floor Level (Moment) 0.67 Shear Walls (Shear) 0.21 Soil Bearing 0.77 Over Turning Stability 0.83 Maximum Drag Forces at Corner Piers 3.86 Minimum Drag Forces @ Interior Piers 1.57 Wall Anchorage NA Cross Ties NA .. � ,z .�,a_ �,��,.4 .t�t�F s�»yk.x;�•�a.�::1.:a:;:.�«�s,: � �t:- �,..n: i, .:�4�.-:,�:.:.,.�.as:�i . :v:.: z Z �w u� = UO (/) U) J� CO) LL WO J LL � �w z ►- o w ~ w U� N. o�- w � �. "-- O .z w U =: O Z y )ecember 2, 2003 he Driftmier Architects Page 3 of 4 1; ;t Gsas DEFICIENT ELEMENTS The following is a list of deficient element and their priority. A priority 1 means that the element is a life safety risk and should be repaired as soon as practical. A 2 means that the element would greatly enhance the behavior of the building in the event of an earthquake and would likely minimize damage. Priority Element Description 1 Wall Anchorage Anchorage from PC to floors and roof 1 Drag Connections Connections from floors and roof to shear walls 2 Cross ties Ties between beams and joists 2 Ceilin s Diagonal Wires and vertical Struts 2 Partition Walls Walls which are not structural Specific retrofits have not been addressed within this report but each element is further described below with a typical repair scenario. Wall anchorage consists of a positive (bolted connection) of concrete to the floors and walls. This is provided in modern buildings to prevent the concrete from separating from the building which could result in partial collapses of the floor or roof. In addition, there is danger of falling debris outside the structure. This is typically added by adding anchors to the concrete with epoxy and attaching them to the floor or roof. Drag Connections are the connections between the floors and roofs and the concrete shear walls. These are provided to collect all of the seismic forces in the building and resolve them into the shear walls. In modern buildings, these are over designed to prevent them from failing during a seismic event. Failure would result in significant floor or roof movement and could result in a partial collapse if movement is large enough. Cross Ties are straps added between floor and roof members to transfer anchorage loads across the building. These are provided in modern structures to prevent damage in the floor and roof diaphragms from the high anchorage forces. In this case, we believe this would enhance the behavior of this building, but damage resulting from the lack of cross ties would not be life threatening. Ceilings and Partition Walls are architectural finishes which are typically braced against seismic activity. In ceiling, this is accomplished by adding diagonal (splayed wires and Z ~ w � D UO NO U) LLI J = (1) U . w 0 9Q = �w Z mo Z F c LIJ C U� `` CO 0 r wW LL� - W U= o� Z ,'4 i! '�sii k:%'v" !:� $�. 9.,v :.. �i.io>7+h .m. ,o-., "aia:+»Y.i. +,uti e.Jiy cw�i6klu+• Ynw4' ' b�rd�+3fd ''r�`.,a;tidfiQ�it. ^ )ecember 2, 2003 he Driftmier Architects Page 4 of 4 vertical struts to prevent excessive movement which leads to falling ceiling tiles. Partition, walls are typically braced with diagonal studs which attach to the top tracks above the ceiling line. CONCLUSIONS In general, we found the building to be well designed for its day. The building would likely meet the 1970 UBC for which it was designed. The primary load path appears to meet current code as well. The critical elements noted above are more recent code requirements due to the poor performance of wood buildings supporting concrete walls. Although it is not known if any mandatory retrofitting would be required during this renovation, all new construction would need to meet current code. In addition, the critical . items listed above could be retrofitted conveniently while ceilings and partitions are removed. In some instances, a partial retrofit may be desired in that only areas exposed to work would be fixed. 1, Please note that this report is based upon a set of existing structural drawings as well as a single site visit. During the site visit, only items which could be observed without damage to finishes were reviewed. Not all conditions were seen. Only a few areas were spot checked. Other issues could emerge during the construction process. No testing has been performed at this time as well. We hope this report meets your needs at this time. Please feel free to call us if you have any additional concerns or questions, would like us to further develop this report or provide structural solutions as noted. Sincerely, Armour Unsderfer Engineering, LLC Brian Unsderfer, PE, SE Principal _J z Z � JU 00 N w= J CO U _ w �_ U. co D cy. =w z� �o z�_ w �o U� w w �- o w z U= o� z i r i l VAQ 1 i = i i } I j -- I� i Armour Unsderfer Engineering, LLC 13456 8 0 27 Place, s uits 200, Bellevue, WA 98005 (425) 614 - 0949 FAX (425) 614 - 0950 STRUCTURAL CALCULATIONS FOR: Washington Cities Insurance Authority, Tukwila, WA For: The Driftmier Architects 7983 Leary Way Redmond, WA 98052 By: Kit Chan, E.I.T. Brian Unsderfer, P.E., S.E. AUE Job No. 3180 March 19, 2004 Z �Z Q � W W� JU UO w a. W X. J � N LL; W o. U- a S2 d �— ?x �-- O. 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I 1 1 1 ,........... . ....................... ...... :...................... ........ ........ .... -------- .... ---- .. ............................. ............................. .. ........ ..1 ..... 1 I 1 1 Second Floor Plan NTS Armour Unsderfer Eng ineering , 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. No. L3 Address: Tukwila, WA Date: 11/21/03 Client: The Driftmier Architects Job No.: 3180 Z W a: 2 JU UO N CO W J � CO LL W O J U- ?. U W Z H F- O. Z I-. LU 5 U 0. O N � H WW LL O .. Z W CO H O~ Z ' iir+�. .,I.•.:.:'� r= •' "= k�- u+.�db�il'.1:'� l:iLi.MG.iuYi' iY� �Vi. 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Roof 7 5/8" Ply Insulation 18" TJL @ 32" - GL Beams ,,eiling Misc / Mech 4 PSF 2 PSF 2 PSF 1.5 PSF 1.5 PSF 3 PSF 2 PSF _ Tot 16 PSF jive Load 25 PSF Total Load = 41 PSF loor Dead Load Flooring 0/8" Ply _J6" TJL @ 24" GL Beams - ,eiling 'Aisc / Mech 4 PSF 2 PSF 2 PSF 2 PSF 3 PSF 2 PSF Tot 15 PSF :ive Load 50 PSF Total Load = 65 PSF Partition Ld = 20 PSF a krmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. No. L1 Address: Tukwila, WA Date: 11/21/03 Client: The Driftmier Architects Job No.: 3180 i l z �z '� W J U UO 0 CO 3: _J. u W .. WO }} 5 LL ¢. CO a =W z� I- O Z 1_ LU U0 ,O CO � F- W W. E- 1 �O LU CO Z' O ~� Z _l Panel Weight Roof 1 thickness = 5 IN Height = 6.67 FEET Main A = 2.779167 SF / FT Top Add A = 0.75 SF / FT ' A tot = i 3.529167 SF / FT Wt = 529.375 LBS / FT { Panel Weight Floor thickness = 5 IN ` - Height = 7.8 FEET i ! Main A = 3.25 SF / FT ---Top Add A = i 0.75 SF / FT Atot= 4 SF /FT Wt = 600 LBS / FT i l i I i i i I 1 J O O ao io 0 0 U_ 0 12I 5" Ave Typ. Concrete Spandra{ NTS Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. No. L2 Address: Tukwila, WA Date: 11/21/03 Client: The Driftmier Architects Job No.: 3180 z z �W 2 D JU 00 N J � CO U. WO 9 - UQ d = W Z Z I— 0'. w F_ �5 U� O N o �_ . W ui � U H u_ 0 iii to 0 z Lateral Loading ure V = 0.422 (30-4) .–V Max = 0.183 (30 -5) . —V Min = 0.036 (30 -6) Y= 183 Governs i 1 I ------- ---- I ................................................. 14' 13' - Dri Arc Rects .. xrnour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Droject: Washington Cities Insurance Authority Pg. No. Lat 1 %ddress: Tukwila, WA Date: 11/21/03 z W' UO CO 0 J � �O W 9 - U. = d. �W z� �O w UJ L)o U Oco � H W U- w z U= O ~. Z UBC -97 Seismic I Seismic Coefficients !Z= 0.4 Soil Sc 1= 1.0 t y R= 4.5 a Na = 1.0 i 'Nv = 1.0 Building H 27 FEET I T= 0.237 Sec ^' = 0.33 Cv = 0.45 ure V = 0.422 (30-4) .–V Max = 0.183 (30 -5) . —V Min = 0.036 (30 -6) Y= 183 Governs i 1 I ------- ---- I ................................................. 14' 13' - Dri Arc Rects .. xrnour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Droject: Washington Cities Insurance Authority Pg. No. Lat 1 %ddress: Tukwila, WA Date: 11/21/03 z W' UO CO 0 J � �O W 9 - U. = d. �W z� �O w UJ L)o U Oco � H W U- w z U= O ~. Z Lateral Design SWA SWB Q GQ SW2 i ; ' . ......................� ............................. ........................ . ....................... .��... 1 SW1 ....:........................ . a......................... P............ ....... o ......(.... o .................... e.. ............................i == t i r ?.... ..... b ......................... .. s. ................. ....... p....................... . o.. ..............................; _ _ ® 00 . . .. . .. i l....� ............................ p ........................ ...p........................... ..0.......................... 0. . ............................. i i i .......... ................. .. ............................i == i _ _..... ...................................:................. ................•.............. 1 ii.................. ........... �M ............................. ii.......................... ii......................._...... t�.. .........................��.... ..... ..... i n u n n a u 176' � 1 Roof Weight / LF j .Roof DL = 16 PSF Partition = 5 PSF 1/2 Partition Load for Seismic / 1/2 Trib. To Roof PC Panel = 529.375 PLF Around Exterior Bldg Length = 185 FT Bldg Width = 90 FT Pier Trib = 6.5 FT Nidth = 5.67 FT thickness = 8 IN [ Weight = 3685.5 LBS / PIER Wt Roof M Roof = 349650 LBS Nt PC Pnls. 291156.3 LBS Wt Piers = 81081 LBS Total Wt = 721887.3 LBS armour Unsderfer Engineerin 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 �. �+•U��.:a�., ;. .,c, s.,kaC �U`5u. a�SruE �r b •r � � A ,, „�,.. -u. ":rar,�;+l. �Y:x:.r: - :. •.� • '.�5•ti+;= <tit'e�'�r.'�'�sroJU�i1`_iP` i r>`a� d+ +w. aw.�vw �r 4wu:�' Project: Washington Cities Insurance Authority Pg. No. Lat 2 Address: Tukwila, WA Date: 11/21/03 client: The Driftmier Architects Job No.: 3180 z Z �WW Q i JU U O D N J = I" N LL c W 0 G J LL =: CO _ Cy W Z FZ- z O0. W D o U N D F- W LL W 1- 3' O z Distribution .Story Roof 2nd Wts Roof PLF EW 1 2nd PLF NS 2nd PLF E 2949 LBS / FT 4944 LBS / FT 3000 LBS / FT 5600 LBS / FT 0.0874 .0.0435 0.1310 Seismic 257.8 LBS / FT 432.2 LBS / FT 130.6 LBS / FT 243.8 LBS / FT �I ,rmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 'roject: Washington Cities Insurance Authority Pg. No. Lat 3 kddress: Tukwila, WA Date: 11/21/03 3lient: The Driftmier Architects Job No.: 3180 Height Weight 2nd Floor / LF Roof DL = 15 PSF Partition = 10 PSF 1/2 Partition Load for Seismic PC Panel = 600 PLF Around Exterior Bldg Length = 176 FT Bldg Width = 72 FT Pier Trib = 13 FT ;Width = 5.67 FT ?Thickness = 8 IN [Weight = 7371 LBS / PIER { 2nd Floor Wt Roof = 316800 LBS Wt PC Pnls. 297600 LBS , Wt Piers = 162162 LBS t Total Wt = �f 776562 LBS, - ;Total Wt. = 1498449 LBS Base Shear = 274716 Ult. Base Shear = 196225 Working Stress Ratio = 0.1310 G (ws) Distribution .Story Roof 2nd Wts Roof PLF EW 1 2nd PLF NS 2nd PLF E 2949 LBS / FT 4944 LBS / FT 3000 LBS / FT 5600 LBS / FT 0.0874 .0.0435 0.1310 Seismic 257.8 LBS / FT 432.2 LBS / FT 130.6 LBS / FT 243.8 LBS / FT �I ,rmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 'roject: Washington Cities Insurance Authority Pg. No. Lat 3 kddress: Tukwila, WA Date: 11/21/03 3lient: The Driftmier Architects Job No.: 3180 Height Weight H x W HxW /(sum) Shear Ratio 27 721887 19490956 0.67 130989 12.5 776562 9707025 0.33 65236 1498449 29197981 1.00 196225 z JZ Z' '~ w a: 2 JU U O Co o J = H U) U_ w O U _ U� Cl �w z H- I_ O w LU �p O� 0 F_ U1 w 6 O;. ui z UN z ­ / South Shear Wall SWA Roof Trib Length = 33 FEET Length Wall = 5.67 FEET - No Wall = 2 V = 9150.7 LBS V /Wall = 4575.4 LBS Pier Ht. = 10 FEET _ 1OTM = 45754 LBS FEET Shear Wall SWB Roof i Trib Length = 25.5 FEET `Length Wall = 5.67 FEET No Wall = 2 V = 11382.3 LBS V /Wall = 5691.2 LBS ..._Pier Ht. = 10 FEET DTM = 56912 LBS FEET krmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. No. Lat 4 Address: Tukwila, WA Date: 11/21/03 Client: The Driftmier Architects Job No.: 3180 East / West Shear Wall SW1 Roof Trib Length = 17.5 FEET Length Wall = 5.67 FEET No Wall = 2 V = 8207.2 LBS V / Wall = 4103.6 LBS Pier Ht. = 10 FEET OTM = 41036 LBS FEET Shear Wall SW2 Roof Trib Length = 19 FEET Length Wall = 5.67 FEET No Wall = 2 V = 17416.6 LBS V / Wall = 8708.3 LBS Pier Ht. = 10 FEET OTM = 87083 LBS FEET z o 2 JU UO Ci) CO W J = H CO W W O LL a Cl) d = W F- _ z� H O. z F_ W w U� O CO) , F- WW H F- —0 W z CO O Z North / South Shear Wall SWA 2nd Trib Length = 33 FEET Length Wall = 5.67 FEET 'No Wall = 2 V = 14102.6 LBS ;V / Wall = 7051.3 LBS _,Pier Ht. = 13 FEET OTM = 137421 LBS FEET i .. IShear Wall SWB 2nd � I 7Trib Length = 33 FEET ;Length Wall = 5.67 FEET No Wall = 2 ( V = 18214.9 LBS i� IV / Wall = I 9107.5 LBS Pier Ht. = 13 FEET IOTM = 175309 LBS FEET i i i East / West Shear Wall SW1 2nd Trib Length = 17.5 FEET Length Wall = 5.67 FEET No Wall = 2 V = 13115.6 LBS V / Wall = 6557.8 LBS Pier Ht. = 13 FEET OTM = 126287 LBS FEET Shear Wall SW2 2nd Trib Length = 14.75 FEET Length Wall = 5.67 FEET No Wall = 2 V = 26251.8 LBS V / Wall = 13125.9 LBS Pier Ht. = 13 FEET OTM = 257720 LBS FEET ►rmour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 3 roject: Washington Cities Insurance Authority Pg. No. Lat 5 4ddress: Tukwila, WA Date: 11/21/03 3lient: The Driftmier Architects Job No.: 3180 z JZ Z W UO U) o. CO W J �. �U_ W O �a CO = �w Z HO z F Uj U� . O CO, W W �O LLi z CO) O Z Wall Check Workina Stress Values _I_Max Moment 2nd = 87083 LBS Ft Max Moment Grnd = 257720 LBS Ft i _[Max Shear 2nd = 8708.29 LBS Max Shear Grnd = 13125.91 LBS Jltimate Strength Values ;Max Moment 2nd = 121916 LBS FT I ax Moment Grnd = 360808 LBS FT 540075.6 LBS FT IV /C Max Shear 2nd = 12192 LBS Max Shear Grnd = 18376 LBS 2nd Floor Wall j Nidth = 5 FEET Fhickness = 8 INCHES Edge Bars = 2 #6 Bars ks = 0.88 IN ^2 ? hi = 0.9 Rein. Fy = 40 ?hi M = 158400 LBS FT ID /C 0.77 Therefore OK shear Stress = 25.4 PSI .;round Floor Nidth = 6.33 FEET "hickness = 8 INCHES Edge Bars = 3 #8 Bars 1s = 2.37 IN ^2 'hi = 0.9 Rein. Fy = 40 °hi M = 540075.6 LBS FT IV /C 0.67 Therefore OK shear Stress = 30.2 PSI U amour Unsderfer Engineering, 1 3 45 6 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 3 roject: Washington Cities Insurance Authority Pg. No. W1 \ddress: Tukwila, WA Date: 11/21/03 '.lient: The Driftmier Architects Job No.: 3180 z Z o � J U 0 0 CO 0 W= H CO W w 0 �_j U. Cj) = �w z F- 0 z I— W w U ON off wW H U. O ui Z. CO O z �....ii�w .�! 151; wna�ta3 .T`.3171^3:: ^LKL3it.L" "' •+.N..n .rae/nIM Yt ThT• �? ";A'•':'F +�'rK:t YT'�aY{N .., �A�Ma 1 Shear Check ;Max Shear Stress = 30.2 PSI -- Concrete fc= 3000 PSI Phi = 0.7 ,_Phi Vc = 76.7 PSI Steel = #5 @ 15" oc. As = 0.24 IN / Ft Rho = 0.0025 Phi Vs = 70 PSI , Cap = 146.7 PSI D/C = 0.21 Therefore OK Plate at Base Check No bolts Plate = 6 ..-.No Plates = 2 b Dist = 5 FEET' Moment Base = 360808 LBS FT Shear Base = 18376 LBS V per Bolt = 1531 LBS T / edge 12027 LBS dead Load = 7000 LBS 'C Wts = 529.4 PLF (rib Min = 15 FT Dead Load = 7941 LBS X Total = 14941 .85 DL = 12700 Vet uplift = -673 LBS Footing Check sooting size Thickness 16 IN Width 5 FT Length 16 FT Wt = 16000 LBS DL = Moment = -- Eccentricity = u 45881.25 LBS 257720 LBS Ft 5.6 FEET 16" Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. No. W2 Address: Tukwila, WA Date: 11/21/03 Client: The Driftmier Architects Job No.: 3180 . t:: ' i ,� � ' � .:; xw: r. �. �+ a.` �: 1? 1 ; � ',°� P3R . p'� . 5k 1�`+8htr2�+^�.�.�nr�.k^ '•J..:+ ' wwi - �W Z Z '~ w � J U U 0 w= H N LL w 0 . U. Q cl) :) = a �.w z = ZO W w O N D F-. W UJ �U 1-- u. O W Z U =. O Z 5' i f } Soil Bearing A to edge FTG = 2.38 FEET Length Bearing Triangle = 7.15 i 4 Soil Bearing = 2567.255 PSF ;All Soil Brg = 3325 PSF per Drawings D/C = 0.77 Therefore OK ~ i OTM Check OTM = 257720 LBS FT — .DL = 45881 LBS 85 DL = 38999 LBS —RM = 311993 LBS FT 1 i i I J 16" 5.6 FEET z I -. J-W ce 2 D UO CO) J � U) w wo 9-j U. cj)d Z I-- E- O z t— w 2 5. U0 O CO. W UJ LL O: . z . W U= Z Drags .Max Shear Roof = 8708 LBS Shear From Pier = 322 -- - Max Drag Force = 8386 LBS Omega = 2.8 T drag = 23481.13 LBS Conn.= 4 3/4" Diam. Bolts at 46 F Lag Cap = 1640 LBS /Bolt Total Cap = 6560 LBS 7Ult Cap. = 11152 LBS D/C = 2.106 r Overstess by 211% Therefore Deficient Piers at Corners 4 Min Shear Roof = 4104 LBS Shear From Pier = 322 Max Drag Force = 3781 LBS Omega = 2.8 T drag = 10588.06 LBS Conn.= 4 3/4" Diam. Bolts at 46 F Lag Cap = 1640 LBS /Bolt Total Cap = 6560 LBS Ult Cap. = 11152 LBS JiC = 0.949 Overstess by 95% Therefore OK interior Piers J Armour unsaerter Eng ineering, 13456 SE 27th PI., Ste. 200, Bell WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. No. D1 Address: Tukwila, WA Date: 11/21/03 Client: The Driftmier Architects Job No.: 3180 �, µ. i k.t, ti v"�.s�.:i.� i:iw�:Aj@,"�'F�Abbl. ;�orac 5 +o�.c3nNw'ra`cw�, ! . *•, z Z �w �U 0 0 a) co Ui J Co w w 9-1 LL ¢ z d. �w z ZO w w U O N .0 H. wW X F . w z co X. u.i O z v __ � r Drags .Max Shear 2nd= 13126 LBS Shear From Pier = 321 - -Max Drag Force = 12805 LBS Omega = 2.8 �T drag = 35854.03 LBS Conn. _ 6558 LBS Lag Cap = 780 LBS /Bolt Total Cap = 5460 LBS ilJlt Cap. = 9282 LBS D/C = 3.863 Overstess by 386% Therefore Deficient 'Piers at Corners Min Shear Roof = 6558 LBS Shear From Pier = 321 , Drag Force = 6237 LBS .,_Dmega = 2.8 T drag = 17463.26 LBS i Conn. = 4 3/4" Diam. Bolts at 4x6 Flat ag Cap = 1640 LBS /Bolt - rotal Cap = 6560 LBS Ult Cap. = 11152 LBS 1.566 3verstess by 157% Therefore OK __ nterior Piers Wall Anchorage Does not exist Therefore Deficient Cross Ties Does not exist Therefore Deficient J Armour Unsderfer Engineering, 13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949 Project: Washington Cities Insurance Authority Pg. No. D2 Address: Tukwila, WA Date: 11/21/03 Client: The Driftmier Architects Job No.: 3180 7 1/2" Diameter Lag Bolts z zZ w u� D . U ND co Ui W = H N O W Q. cn = CY HW z� F_ O z t _' w Do Uto O I— W w LO .. z w U_ N` O z :':i 4 �,' .lr:ii�nfr�iA ''ii.�tis,i.Y wfSy W'^! .'a {� .' . SiW'AL'rywzy 'V"r : al.. ✓ .6. '{. +N� 0Lw Armour Unsderfer Engineering A 13456 SE 27 Pl.. 200. Bellevue. WA 98005 A (4251614.0949 Project: WA GI T( e�5 t VUWK - ,2 \A 6" VWI G Pg. A Address: - f(& VU l �A I VV A F z Client: 1) R l'VIIp'( -4% Date: Q JU - - 00 6tMl SOO I Tl wpb FOR 'O'ns to wkvG . CO = � t J � LL W Q 0�- - Ties � �PA D j N �. W ;.. p t Z� W �o U � 4 *2 N. I Ue WIT H or- TC � L � � � W w U- o z CO fog.. I rt ! � �l rlf/crf G 2), , z i r i i i :':i 4 �,' .lr:ii�nfr�iA ''ii.�tis,i.Y wfSy W'^! .'a {� .' . SiW'AL'rywzy 'V"r : al.. ✓ .6. '{. +N� 0Lw Armour Unsderfer Engineering A 13456 SE 27 Pl.. 200. Bellevue. WA 98005 A (4251614.0949 Project: WA GI T( e�5 t VUWK - ,2 \A Eng. KCB Pg. A Address: - f(& VU l �A I VV A Ver. Client: 1) R l'VIIp'( -4% Date: lob No.1j(60 In f kLOP) C-LM - SOUT 4 ) ', �R�qoW "�Tn C4L- t3 :� � P2) /4 Ip � o -4 - 0- Teap -S?A&A� role- b'd r �Lvop� C v cgw L� Ni ) % f" -=. 2 -t6FA�p6t f0a -ne-5 1 Gz = (0, 8 rT "I, fR.ovvon lrtre.5 a 6 f 0. G . Armour Unsclerfer Ennineerina A 13456 SE 27 Pl.. 200. Bellevue. WA 98005 & (4251614-0949 Project: Eng. Ye, Pg. A2- Address: 1*\A) t �A Ver. Client: Date: Job No.? z Z w �U 00 NO U) W, Lil 3: J �- D U- w 0 U. co CY LU 3: Z F-� 1--0 z �-- UJ W 5 L) co, .0 ,a H w w 0 Z w O ~ z I., �ttS� C4�►nI'(GUt�Q ; C4) 0 *c4s . t i IL RAI C4 APD(T(oKtA • Dcqs Rc-,a kW := - 1 4 /1r.40 = 4A ;--, 5 �t�s Cxts'r Gc�►�bl�Gera ; ��� `/2" LAC., T$C(,G-> . ftL - (1) - ��Qzt- VaAc� MKIce I-' 26IM/1,1 = inn 1"� � � nl�t�l,• �� ��� � 1 ��o� t /r 50� = 1 o ��t,2� . Armour Unsderfer Engineering 113456 SE 27 Pl.. 200. Bellevue. WA 980051(4251614 -0949 Project: WASH C('f l?_S ; t�l, , UTN- Eng. Pg. � Address: �J t �, ilU� Ver. Client: rf 'r''rl I �k el) Date: Job No. 3 1$C) z Z �w 2 JU UO 0 w� S2 LL W U - �D = W ?F- Zo UJ w U0 O �'. o� WW w z U= O z : i i i i i I � ; i _ I I i i i t i i i i ®� I Tom, C : 'f,oaae1 1 7f�` twi . CA M.t 1 - -( : ex Armour Unsderfer Engineerina A 13456 3E 27 PI.. 200. Bellevue. WA 98005 A 14251614.0949 Project: WAS FI r, IT E,5 ! WwA Eng. Yq pg. J"E'"'T Address: '`�� { �A N Ver. Client: (�� i� VN I Date: Job No. zz Q S� Z i� 2 Q � JU UO W= J CO LL w J U. a = w Z� zo W 25 U 0. o�- w H ZY LL:O •• z w CO H H z t t 1 , r I t Af,IA L41r e �c� s't .1�C tca r`1 �'t�� �v►� cc ��,a�r2 T� w,�U, u�l�L. , �XIsT . oF,43 cc,0 cRiTMA ��u.•c = 34,1 (1,4) # W A ► , 24 W'. t�A►°i '�'V4lG'(6O tPii�Lnlfdt4Gr��1tt.� �A' t/4 �u M� ef,�qioa CFO ha r��4t< VIWD CTIPPMI'T v,75 Cra,l �Ca,�o)C6�) 4. 77 ki , ? Gf14064< n1-A7e, G�M CAf WWMJ O 89AQ Ate 'S7P-P,-G) 3(p kR?' , i✓ra�� aST��r r ��evm 6 041' 70 opo�r vt Armour Unsderfer Enaineerina 1 13456 SE 27 Pl.. 200. laellevue. WA 99005 A 14251614-0949 Project: Wkr'6(A . CI TI" V4Q f, AMT' � Eng. Pg- A rj Address: �� wp Ver. Client: Date: Job No.�'3 ((a z �z �U U0 CO W= J H LL W LL c d . HW ? 1— �o z F- w w U(3 co o � w o z CO U O ~' z CITY OF TUKWILA Lightin Sum mary 2001 Washington State Nonresidential Energy Code Compliance Forma 14 -07 • to , Building Division June 2001 - K1M Project Info Project Address D Date .3 2 � (J TE Z b For Building Department Use aq�CENQD CITY OF TUKWILA MAR � 9 2004 T U W P. 8 Applicant Name: -�-- 5 Applicant Address: Applicant Phone: 2-5 1 _ 5-0 Project Description 0 New Building 0 Addition Alteration D plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option x Prescriptive Q Lighting Power Allowance O Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions l (check appropriate box) No changes are being made to the lighting 0 Less than 60% of the fixtures are new, and installed lighting wattage is no Maximum Allowed no.) W Occupancy Description or) I FILE CO Allowed Watts per fe •' Area In if Allowed x Area From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watt Notes: _ 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Li Watta (Interior } lst all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Location (floor /room no.) Fixture Oescripdon Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking (standard paint) APPROVED 0.2 W ife Covered Parking (reflective paint) APR 14 2004 0.3 W /ft Open Parking It,(I 0.2 W /fe Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watt 0.2 W /ft Maximum Allowed Lighting Wattage (Exterior) Location CQ tib♦� TU��V�US Allowed Watts per if or per If Area in if (or If for perimeter) Allowed Watts x fe (or x If) Covered Parking (standard paint) APPROVED 0.2 W ife Covered Parking (reflective paint) APR 14 2004 0.3 W /ft Open Parking It,(I 0.2 W /fe Outdoor Areas 0.2 W /ft Bldg. (by facade) ! iJIN D ,131 N 0.25 W ife Bldg. (by perim) 7.5 W /lf Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watt uaC nuyr nateu rnaxunUM mpur waiage. ror fixtures win naro - wlreu oanasts only, u Proposed Lighting Watta (Exterior) default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watt D04 -p97 i I I Z z W a � a 2 JU 00 CO 0 CO W J = WLL WO LQ to = �.. W Z F t— O Z F_ �5 U ON D t— WW LL O - - Z W U= O Z CITY OF TUKWILA 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. Buildinci Division Fixtures: JMKCheck 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 -1, T -2, T-4, T -5, T -6, T-8 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts S. Exit lights < 5 watts /fixture 6. Screw -in compact fluorescen fixtures do not qualify TABLE 15 -1 Unit Lighting Power Allowance LPA Use LPA W /sf) Use LPA (W/sf) Painting, welding, carpentry, machine shops 2.3 Police and fire stations" 1.5 Barber shops. beauty shoos 2.0 Atria atriums 1.0 Hotel ban quet/conference/exhibition hall j ' * 2.0 Assembly spaces, auditoriums, gymnasia', heaters 1.0 Laboratories 2.0 1 Group R -1 common areas 1.0 Aircraft repair hangars Cafeterias, fast food establishments 1.5 1.5 Process plants Restaurants/bars 1.0 1.0 Factories workshops, handling areas 1.5 Locker and/or shower facilities 0.8 Gas stations, auto repair shops 1.5 Warehouses ", storage areas 0.5 Institutions 1.5 1 Aircraft storage hangars 0.4 Libraries Nursing homes and hoteVmotel guest rooms 1.5 1.5 Retail retail banking Parking garages 1.5 See Section 1532 Wholesale stores (pallet rack shelvin 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Onl Schools buildings (Group E occupancy only), school classrooms, day care centers 1.35 Main floor building lobbies (except mail concourses) 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms elevator lobbies 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 Footnotes for Table 15.1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit PowerAllowance 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 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot 9) For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w1ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Ac } , Z ~ W �0 UO U) 0 co UJ J H fA V WO 2 LL Q N = I- W Z F- E- O Z H W W UCl O- 0 1•- W H P �O Z W U= O Z I Prescriptive Spaces IOccupancy: O Warehouses, storage areas or aircraft storage hangers • Other I ,- 1 CITY OF TUKWILA Building Division Lighting Permit Plans Checklist LTG-CHK 2001 Washington Slate Nonresidential Energy Code Compliance Forms June 2001 - KJM Project Address 3 D V� �V Date The following information is necessary to check a lighting permit application for compliance with the lighting requirements in tl•e 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code I Section Component Information Requirec Location on Plans Building Department Notes LIGHTING CONTROLS Section 1513) 1513.1 Local control /access Schedule with type, indicate locations Z� l DIR 1513.2 Area controls Maximum limit per switch S . p 155 1513.3 Daylight zone control Schedule with ty pe and features, indicate locations •,r£S vertical glazing Indicate vertical glazing on plans 0 overhead glazing Indicate overhead glazing on plans ' 1513.4 Display /exhib /special Indicate separate controls 1J f 1513.5 Exterior shut -off Schedule with type and features, indicate location (a) timer w /backup Indicate location I A (b) photocell. Indicate location ,1 A I� ! 1513.6 Inter. auto shut -off Indicate location E !� 1513.6.1 (a) occup. sensors Schedule with type and locations S� ES 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability): Indicate size of zone on plans I 4 1513.7 Commissioning Indicate requirements for lighting controls commissioning •s• 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 If "no" is circled for any question, provide explanation: Z J_ Z a , W 2 �D 00 to o C0 W J = F- (0 W WO 00 J LL a D _ Cl F. W Z II— F- O W F_ U ON 0 f— WW H u. O •• Z W CO O Z F a The Dn*ftmi*er Architects, Ps. WASHINGTON CITIES INSURACE AUTHORITY BROTHERBAND TENANT IMPROVEMENTS F1�E C� RECEIM CITY OF TUKMLA MAR 1 9 2004 PERMIT CENTER DETAIL BOOK CITY OF TUAN11LA APPROVED APR 14 2004 1 1.0 1 t WILDING D;UtbTON 19 March 2004 F,w dvi ,. �. STJ FT 'A 6E F ASHINGTON t . t, e (. .) }t, ,J.. µ *•wl+4.t.'1 d:{^,".i.'. /fi' j'f5:•,m &�bL`.'r:itw'is'E t+ 7BLT� � v Spe� t �� ; • . _ «. r/ w ._:S::E!cc :_+i.:S..�a.i,..� z • Z �W Q 2 J U. UO Cl) W = N LL WO La cl) ::) = F - w z �O z f- 25 U0 O C; 3 H w H C.). O ui z W o z I BPoTHERBAND TENANT IMPROVEMENTS Index of Detail DETAILS ARE INDICATED ON THE CONSTRUCTION DRAWINGS AND IN THE DETAIL BOOK WITH (2) TWO NUMBERS WITHIN A DETAIL BUBBLE. THE TOP NUMBER INDICATES THE DETAIL NUMBER AND THE LOWER NUMBER INDICATES THE SECTION IN THE DETAIL BOOK IN WHICH THE DETAIL 15 LOCATED (SEE BELOW). A 5HEET NUMBER MAY BE NEXT TO THE DETAIL BUBBLE 15 IT 15 LOCATED ON ONE OF THE CONSTRUCTION DRAWING SHEET5. 5. WINDOWS 6/5 TENANT ENTRY SECTION 6. DOOR55 316 INTERIOR WOOD DOOR DETAILS 7. INTERIOR CONDITIONS 1/7 5U5PENDED A.C.T CEILING 3/7 5E15MIC COMPKE5510N STRUT 4/7 CEILING TO WALL DETAIL 5/7 LIGHT TIE DETAILS 6/7 5U5PENDED CEILING NOTES 7/7 PARTITION BRACING 15/7 PHONE /DATA WALLPLATE 9. NOTES / SPECIAL CONDITIONS / SCHEDULES 1A19 ENERGY NOTES 113/9 ENERGY NOTES 2/9 ELECTRICAL NOTES 3A19 LIGHT FIXTURE 5CHEDULE5 313/9 LIGHT FIXTURE SCHEDULES 4/9 MECHANICAL NOTES Z JU U O U J = �U- wO 9Q = cy �w z f- O" z I- 2D U O N o�- .u3 w �O z U c Z 1. i i w M..e TENANT ENTRY SECTION �� `� ..�r�a'.La<.: :iv,va.Ai.,tl. "ii6" ...;tC r'+7+ ww'r�G,l;:tivi:�k.,;iyx`Catiwiu' s�n;�: " +:..ae�r;.r.e'.�F �. +. »•�.. �rry r +,.v >a . .,.:n a ..x'+Y.'r: 7 •—�•.r.« w•:. Z Z 6:3 JU UO N J M F— U) LL WO J LL Q Z d F_ W Z F- F— O Z !— w UJ �o U O W W: 2 H u. O. 111 Z co) OH Z GM, TYP. BOTH SIDES 1/4" 5HR THROAT FRAME •ir r 1 H. THROATED WOOD VENEER DOOR HEAD. 5 /8 "GNB, TYP. BOTH 51 f THROAT); FRAME HOOD V NOTES: I. CONDITION 5HOHN 15 A TYPICAL FRAMED HALL. 2. FRAMES TO BE FIN15HED WITH STAIN 4 GLEAR FIN15H. DOOR STOP U 1/4" SHIM B THROATED WOOD VENEER DOOR JAMB WOOD VENEER DOOR FINISHED FLOOR (TRANSITION UNDER DOOR) 0 DOOR 51 LL INTERIOR WOOD DOOR � The 7983 Leary Way NE DATE 03/la/04 D iftrnier Redmond, WA 98052 BY RNs (425) 881 -7506 Arch tecLq, P. maNdriftmier.com JOB 20405.00 z �w � D JU UO U) o J = C0 U . , WO LL a �D =d �W z f-- O Z U� LLf O N o �- W W H �. LL O LLi z CO) O z � 7 I i i f _ i f i COMPRE55ION 5TRUT5 5EE DETAILe 7 12 GA. BRACING WIRE N/ MIN. 4 TIGHT TURN5 IN 1 1/2" BOTH EN05 OF WIRE (TYP) 45° MAX. TYP. 2" MAX. FROM BRACE - NIRE5 TO GRO55 RUNNER �- MAIN RUNNER GRO55 RUNNER NOTE 1) 5U5PENDED GEILING GRID TO BE 2'X4' (OR 2'X2' WHERE INDIGATED) i N/ ACOU5TIGAL PANEL5 i 2) 5EE NOTES ON ' 4 3) FOR WALL TERMINATION, 5EE DET. e I i i � ..jr� ' •- ,4 t;; ;; .c '1` „'�'. i,:w,»t:y..tiu.p � 'tJ7.Wr� ate:: :...,,�. •� .: � ' . � � y -,: 1 Gla " � {t^'eiw A, � '� �tAeG:Q:i..v,w '.i ": .nT:ii:L!�sii;,•ic..r.� w^ Arty 'vhubnllw'ifi2aarJr7 Z SH ~ W � JU 00 U Cl) = J F- Cl) U. 10 LL Q cf) �w Z = F- 0 Z f W : a U� 0� D E- w W F-p. LLO 111 Z U C0 z + �1 ANCHOR TO STRUCTURE AB( ATTACH COMPRE55ION STRL TO MAIN RUNNER W/ 2 5CREJ U5E MAIN RUNNER IF VERTICAL 015TANGE FROM GEILIN6 5Y5TEM TO BOTTOM OF STRUCTURE 15 LE55 THAN Y-O'. U5E I'xl' STL. TUBE OR I' DIA. CONDUIT IF VERTICAL 015TANGE 15 OVER 3' -0". T -BAR OR GYP. BD. CEILING 5Y5TEM NOTE: ATTACH STRUT TO MAIN RUNNERS AND TO STRUGTURE ® 12' O.G. EACH WAY. COMPRE5510N STRUT SHALL NOT REPLACE HANGER WIRE. SEISMIC COMP. STRUT SCALE: 5 NTS ku J� Z Q � c J U UO NO C0 Lu J � co) LL WO } J LL. Q co) D _CY �W Z H E- O w ~ W DO ON �H w w. o LL -0 • Z: w H _; O Z 0 MTL. BLOCKING ® GLG. LINE 5/8" TYPE "X" GYPSUM BOARD EXTRUDED METAL TRIM (7/8" X 5/8" REVEAL), PAINT TO MATCH CEILING FINISH 1 1/2" GR5- RUNNER CHANNEL ® 48" O.G. I� ACOUSTICAL CEILING TILE 3 1/2" METAL STUD ® 16" O.G. SOUND ATTENUATING INSULATION, WHERE OCCURS z O v x N � Z 1L1 u- OL TYP. HANGER WIRE 5EGURED TO STRUCTURE ABOVE SADDLE TIE - MIN. 2 STRANDS OF 18 GA. WIRE 7/8" X 20 GA. HAT CHANNEL ® 16" O.G. 5/8" TYPE "X" GYPSUM BOARD �I1 CEIL. TO WALL DETAIL SCAM 4 3N = 1'-V E-1 The 7983 Leary Way NE DATE 03/Iq/04 Driftmier Redmond, WA 98052 BY PRR (425) 881 -7506 P8, mailodriftmier.com JOB 20405.00 for a S 4i �' .^M " .••..+ :l x.m.... Yyro � •nrt � tY � { � R ...'�' "y +/ n+ e• n.+ e' ris' 7' M.. fwa"'•'�`.•:utr"..`i+z.c "n"nr:• , +,.! •.•yvo� +?+rlr ;>,. , 5! �� r z W �U U C0 S2 LL w J � Q = a H W z F— ZO W W U� O- o E- wW H LO . W z U= O z J � O V IL w Z_ u- _W OL 0 3 1/2" METAL STUD ® 16" O.G. SOUND ATTENUATING INSULATION, WHERE OCCURS z O v x N � Z 1L1 u- OL TYP. HANGER WIRE 5EGURED TO STRUCTURE ABOVE SADDLE TIE - MIN. 2 STRANDS OF 18 GA. WIRE 7/8" X 20 GA. HAT CHANNEL ® 16" O.G. 5/8" TYPE "X" GYPSUM BOARD �I1 CEIL. TO WALL DETAIL SCAM 4 3N = 1'-V E-1 The 7983 Leary Way NE DATE 03/Iq/04 Driftmier Redmond, WA 98052 BY PRR (425) 881 -7506 P8, mailodriftmier.com JOB 20405.00 for a S 4i �' .^M " .••..+ :l x.m.... Yyro � •nrt � tY � { � R ...'�' "y +/ n+ e• n.+ e' ris' 7' M.. fwa"'•'�`.•:utr"..`i+z.c "n"nr:• , +,.! •.•yvo� +?+rlr ;>,. , 5! �� r z W �U U C0 S2 LL w J � Q = a H W z F— ZO W W U� O- o E- wW H LO . W z U= O z II RES N6 NOTES) PURE GYPSUM BOARD GEILIN6 OR AGOU5TIGAL GEILIN6 WHERE OGGURS FLUSH - MOUNTED SFOT L I C�HT (S I M.) — HANGER WIRE5 ATTACHED TO FIXTURE ANCHORED TO STRUCTURE -, - LIGHT FIXTURE I i i j 6YPSUM BOARD GEILIN6 OR AGOU5TICAL GEILIN6, WHERE OGGUR5 L 16HT FIXTURE •;, ,;�iit. `�ti .:(ir%4��1:i�;intiwiic'sti;FiJ .�i'�e`'C.: A? Sfi1 i, 8 i+}:' ifiv, c5bu� .jva^�t;,:,w9niJtiaaup.�iwe.,vw i�r• �aa.�... _'�. Z w . �U 00 � J = H cl) U. w o� LL a ( �. = �_ Z �. �o w ~ W � o O cl) O I-- wW U H— u" O. w Z O Z I. PROVIDE 12 GA. (MIN) HANGER WIRES @ 4' -0" O.G. ALONG MAIN RUNNERS. 2, PROVIDE 12 6A. HANGER WIRES AT THE ENDS OF ALL MAIN AND GROSS RUNNERS WITHIN 5" FROM THE SUPPORT AT THE PERIMETER OF THE CEILING AREA. WIRES SHALL NOT HANG MORE THAN I IN 6 OUT OF PLUMB. 3, WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIALS OR z EQUIPMENT. PROVIDE TRAPEZE OR OTHERS SUPPLEMENTARY SUPPORT MEMBERS AT = H OBSTRUCTIONS TO MAIN HANGER 5PAGING. PROVIDE ADDITIONAL HANGERS, STRUTS J w OR BRACES AS REQUIRED AT ALL GEILIN6 BREAKS, SOFFITS OR DISCONTINUOUS AREAS. 4. GEILIN6 GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. v U O GEILIN6 GRID MEMBERS SHOULD BE AT LEAST 1/4" FREE OF OTHER HALLS. o 5. AT THE PERIMETER OF THE GEILIN6 AREA, WHERE MAIN OR CRO55 RUNNERS ARE NOT w= CO) U. CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTIONS BETWEEN THE w O RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" OR LESS, THIS INTERLOCK 15 NOT REQUIRED. u. � 6. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRAGING WIRES ORIENTED q0 DEGREES w FROM EACH OTHER AT 8 FEET BY 12 FEET ON CENTER. PROVIDE BRAGING WIRES AT z X LOCATIONS NOT MORE THAN 1/2 THE 5PAGING FROM EACH PERIMETER. THE SLOPE p OF THESE WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE GEILIN6 z }- AND SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE 2:3 ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORGES AGTIN6 ON o THE WIRE. U O co 0 1- 7. SEPARATE ALL GEILIN6 HANGING AND BRAGING HIRES AT LEAST 6 INCHES FROM ALL = w UNBRACED DUCTS, PIPES, CONDUIT, ETC. �-- u. O 5. FLUSH OR REGE55ED GEILIN6 LIGHT FIXTURES OR AIR TERMINALS OR SERVICES z U co WEIGHING LE55 THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY 5Y5TEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. 0 SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND z ANCHORED TO THE STRUCTURE ABOVE. q. ALL FLUSH OR REGESSED GEILIN6 L16HT FIXTURES OR AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 6A. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE WIRES AND THEIR ATTACHMENTS MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. 10. SUPPORT SURFACE- MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES NHICH SURROUND THE GEILIN6 RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE BY A 12 6A. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LI6HT FIXTURES ARE 5 FEET OR LONGER. SUSPENDED CLG, NOTES SCALE NONE ;, The 7983 Leary flay NE DATE 03/Iq/04 Drifts crier Redmond, SPA 98052 BY PRR (425) 881 -7506 Arch ectsS P.S mallodrittmier.com I JOB 20405.00 Jw. .,"r,., `ter ��. ��'#'`KW{'Ya. K,r�: fi r -v'�•., -,pkK •em r v .`. w:r�.�.«:.,.te *� +tn,��r.•wrr�.a ^,.n�>... a•.:: �`. y . M ,, :.. rs ,. r.,- :.:;.`:.�., r ,�,.w tl w "e' _ wt 7:, .i..a.::r,roo.++:x,..:'..,. nuxa.: +n.+atl ,. n�•:7ookra ..: � �.` S....�., aC•..,:.w:ia.�'�...T :e "..-.- ^ "- ...�.:: r....,,_..,:«..:..a............ ....., .. ..w...:.:..:nw......ww..ed STRUCTURE SIC �— ATTACH TO STRUGT. W/ 7- POWER DRIVEN OR EXPANSION TYPE ANCHORS O TWO 12 GA. WIRES @ 8' O.G. OR TO RESIST 5 PSF 450 TRANSVERSE LOAD. ATTACH WITH HAND WRAPPED TIGHT GEILIN6 LOOPS. PARTITION BRACING SCMZ: 1 7 I II = I I- ATTACH TO MAIN RUNNER OR PERPENDICULAR TO PARTITION MAX PARTITION HT - 10' -0" MAX PARTITION WT - 15 LB5 PSF ATTAGH TO STRUCTURE AND r0 PARTITION W/TWO #8 SCREWS. ENE R1610 BRACE ® 8' O.G. �)R TO RESIST 5 PSF TRANSVERSE -OAD. ALTERNATE SIDES. BRAGES SHALL BE DOUBLE BACK TO BACK OR NESTED AS REQUIRED FOR PLENUM HEIGHT TO 10'. BRAGES NOT REQUIRED WITHIN 8' OF INTERSECTING PARTITIONS. 1ATERIAL FOR PLENUM HE16HT UP O 5' -0 ": 1 -1/2" X 16 GA. _ ROLLED CHANNEL OR 7/8" HAT CHANNEL OR 1 -5/8" X 25 6A. OR GREATER G STUD. nle 7983 Leary Way NE DATE 03/I ci/04 Driftn ier Redmond, WA 98052 BY PRR (425) 881 -7506 APchlectc, P.S. mailsdrittmier.com JOB 20405.00 Z �Z �w U. 0 U� co J = H c/) LL wO 9� LL¢ co = �W Z 2 I— HO Z E- w W U� 0— OH W 2 U O .. Z W U= Z bi'.; 1,'"""r Ilk TELEPHONE/NETWORK WAI 1 01 A k T 1D ' (1) SPARE PO (FUTURE U5E) (1) TELEPHONE JAGK5 AND 4 -PAIR GAT. 5E GABLE OR BETTER (1) NETHORK/DATA JAGK5 AND 4 -PAIR GAT. 5E OR BETTER I 6AN6 MUDRING/PLATE (TYP) 1) ALL TELEPHONE GABLE TO BE GATE(5ORY 5E. ALL 2) NETWORK GABLE TO BE CATEGORY 5E OR BETTER. 3) CONTRACTOR TO PROVIDE A 51NGLE MUORING H/ PULL STRING AT EACH LOCATION FOR TELE/DATA CONTRACTOR. STUB CONDUIT DOWN INTO GRAPgLSPAGE. ALL NON- AGGE551BLE AREAS TO BE IN CONDUIT. PHONE /DATA WALLPLATE SCALE: 15 NOZ::H7 n)e 7983 Leary Way NE DATE 03 /Iq /04 Driftmier Redmond, WA 98052 BY RN5 (425) 881 -7506 Arch tech. P. S maNdriitmier.com JOB 20405.00 Z Z � w WD UO. 0 co � w 4 a� wQ co) = a. F w Z �. t— O z t— w W U O N .0 h- wW 0 w z U= Z wit�1. 3;'L'`�t.::;:„'.�. �.. ... � +�"r��'���k`�+.a i 'd"`}i '•' �.hgi.?Sdttrx41.,�`'wyY:kfkk�r ,AJ.:;t�w,t, •.ufn•' 3fa+dN ::a.ca.wiv x w „•.. WCIA REMODEL ENERGY CODE NOTES AND ANALYSIS A. GENERAL 1. PER 101.3.2.1 OF THE WASHINGTON STATE ENERGY CODE "ADDITIONS TO EXISTING BUILDINGS OR STUUCTURE5 MAY BE MADE TO SUCH 13UILDIN5 OR STRUCTURES WITHOUT MAKING THE ENTIRE BUILDING OR STRUCTURE COMPLY, PROVIDED THAT THE NEW ADITIONS SHALL CONFORM TO THE PKOV1510N5 OF THIS CODE. PROVIDE IN5UL. & UPGRADES AS KEQD. 2. ELECTRICAL RESISTANCE HEAT 15 NOT ALLOWED ON TH15 PROJECT. A.1 INSULATION 1. THE BUILDING 15 EXISTING. CONTRACTOR SHALL MEET THE ENERGY CODES APPLICABLE TO ADDITION. FILL ALL EXTERIOR WALL CAVITIES W /FULL DEPTH IN5UL. AND VAPOR BARRIER WHERE EXP05ED DURING CONSTR. 2. THE EXISTING CONCRETE ON -GRADE FLOOR SLAB HAS NO INSULATION UNDER IT OR AT THE PERIMETER. PROVIDE R -10 RIGID IN5UL. AT EDGE OF NEW 5LAB. A.2 GLAZING. 1. EXISTING WINDOWS ARE WOOD WITH INSULATED GLAZING PANELS. REPLACEMENTS SHALL USE INSUL. GLA55 OF SAME OVERALL THICKNESS. 2. NEW GLAZED DOORS AND WINDOWS WILL HAVE A MAXIMUM U- FACTOR OF 0.50 NEW SKYLIGHTS WILL HAVE A MAXIMUM U- FACTOR OF 1.25. A.3 M015TURE CONTROL. 1. PROVIDE NEW VAPOR BARRIER IN THE EXISTING CONSTRUCTION WHEN EXPOSED DURING CONSTRUCTION. ENERGY NOTES NONE El: The 7983 Leary flay NE DATE 05/Iq/04 Driftrnier Redmond, WA 98052 BY KL (425) 881 -7506 Arditects, P m&U@driitmier.com 1 JOB 20405.00 z .� W � rU UO M W = F- LD w. w u - N� = W Z F- F- O z F- W5 U� O N. o F— WW LL' O. . z . w L) Co F 1 : O F.. z 1 i i - WCIA REMODEL ENERGY CODE NOTES AND ANALYSIS 13.5 VAPOR RETARDERS 1. PROVIDE VAPOR RETARDERS ON ALL EXTERIOR ENVELOPE COMPONENTS AND SEAL ALL JOINTS. INSTALL VAPOR RETARDERS ON THE WARM 51DE OF INSUL. (WINTER CONDITION). ENERGY NOTES SCALE: lb-"--, NONE Elq -" The 7983 Leary Way NE DATE 03 /iq /04 Driifrnier Redmond, WA 98052 BY RNS / KL (425) 881 -7506 Ardh tects P.S. mai16drift ler.com JOB 20405.00 B. BUILDING ENVELOPE COMPONENTS - TARGET UA 13.1 NEW EXTERIOR WALL SYSTEM 1. 2X6 WOOD STUDS WITH K -11 GATT IN5UL. PROVIDE VAPOR RETARDER ON WARM SIDE. 13.2 NEW ROOF SYSTEM 1. PROVIDE R21 BATT INSULATION IN THE ELEVATOR SHAFT ROOF. PROVIDE VAPOR RETARDER ON WARM SIDE. NO VENTILATION KEQD. 13.3 NEW SLAB ON GRADE 1. K -10 RIGID INSULATION AROUND SLAB PERIMETER. 15.4 GLAZING OF HEATED ENVELOPE 1. GLAZING PERCENTAGE 15 3&% AND THE MAXIMUM U- FACTOR FOR VERTICAL GLAZING 15 0.50 AND THE MAXIMUM U- FACTOR FOR OVERHEAD GLAZING 15 1.25. MAXIMUM 5HGC 15 0.45. 2. WINDOW GLAZING 15 CLEAR DOUBLE PANED LOW -E GLASS (OR AS NEEDED TO MEET'U' AND'SHGC� WITH A V TOTAL THICKNESS. GLAZING IN DOORS 15 CLEAR DOUBLE PANED TEMPERED GLASS. z Z �w �� . U 00 cl) 0. J F- S2 u- WO Q = �W z H ZO U O CO. o�- WW �U Z ll! CO) O z i i I. ALL ELECTRICAL WORK 15 UNDER SEPARATE PERMIT AND 15 TO BE BIDDER DESIGNED. WORK SHALL COMPLY WITH ALL APPLICABLE CODES INGLUDING BUT NOT LIMITED TO WASHINGTON STATE ELECTRICAL CODE AND THE WASHINGTON STATE ENERGY CODE, AND ALL CODES AND REQUIREMENTS ADOPTED BY THE CITY OF TUKWILA. BIDDER TO OBTAIN AND PAY FOR PERMITS. 2. ALL WORK, WHILE BIDDER DESIGNED, MUST ADHERE TO ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS INGLUDING THE TECHNICAL SPECIFICATIONS. 3. WIRING METHODS MAY BE AS PERMITTED BY "GORE" AND INSTALLED PER "NED" INSTALLATION STANDARDS. 4. COORDINATE ALL OUTLETS, PHONE AND DATA JACKS LOCATED NEAR CASEWORK OR FURNITURE. LOCATE WITHIN CABINETS. ABOVE GOUNTERTOPS OR UNDER COUNTERS AT KNEE SPACES AS DIRECTED BY ARCHITECT. ALL OTHERS SHALL BE 18" ABOVE FINISH FLOOR IN WALLS UNLESS NOTED OTHERWISE. ALL OUTLETS IN OPEN FLOOR AREA SHALL BE INSTALLED IN REGE55ED BOXES WITH COVER PLATES FLUSH TO FINISH FLOOR. 5. ALL ELECTRICAL AND LIGHTING DE51ON SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION 6. ALL DEVICES TO BE SPECIFICATION GRADE. ELECTRICAL NOTES , Tbe 7983 Leary Ray NE DATE 03/Iq/04 DrifWaier Redmond, WA 98052 BY KL (425) 881 -7506 Architects, P. S. m0odriftmier.com JOB 20405.00 z ;H Z �w 6 U U 0 J � �w WO w¢ UD = �w z t— O z E- w w U O cl) C3 F- W LL O . z • W U= O z LIGHTING FIXTURES NONE' The 7983 Leary flay NE DATE 03/I Driftanier Redmond, WA 98052 BY KL (425) 881 -7506 A diitectsS P. s. m&U@&Utmier.com JOB 20405.00 WASHINGTON CITIES INSURANCE AGENCY ADMINISTRATION CENTER REMODEL TU KWILA, WA LIGHT FIXTURE SCHEDULE Type Location & Type Manuf. Catalogue Number V. Lamp Notes Al Elevator Lobbies, Winona 3700 F - 12OV -OA- 120 (4) CFT13W/ 24" Dia. Pendant, 18" overall Pendant L6P /CMF -M00 GX23 ht., 6rushcd Alum. knobs, fins & rods. A2 Conference, Ceiling Winona 3701- F- 12OV- OA -LP6 /CMF 120 (2) CFT13W/ 24" Pia. Surf. Mtd., Brushed Mounted MOD GX23 alum. knobs, fins & rods, dimablc ballast 151 Lobbies/ Corridors, Winona 4302- F- 12OV- OA -MPB- 120 (2) CFT13W/ Wall Sconce 5TD GX23 C1 Lobby/ General Lightolier 71325U/8037CLW 120 (1) 32W TRIPLE Compact Flour. Downlight in TUBE ACT C2 General Lightolier 713213U/8037CLW 120 (1) 32W TRIPLE Compact Flour. Downlight in TUBE GW13 C3 General Lightolier 71326CU/8087CLW 120 (1) 32W TRIPLE Dimmable Wall Wash Downlight TUBE in ACT C4 First Floor Soffits Lightolier C41-V CCD 120 (1) 50 W MK16 Dimmable, 4" aperture, adjustable C5 First Floor Soffits Lightolier C4LV CCD 120 (1) 50 W MR16 4" aperture, adjustable 01 Conf./ Training Lightolier 71326U/8087CLW 120 (1) 32W TRIPLE Wall Wash Display Flour. Room TUBE Downlight in ACT 02 Conf./ Training Lightolier 1102P1/1123WH 120 (1) 15OW PAR Dimmable and adjustable Room 150 eyeball E1 Entry Canopy ExceLlne SP- A- 10- 2- HA- NA -WL -1 120 Wall mtd. up light at canopy; erferrated shield. E2 Exterior building Excel-Inc GF2V15OMAL 205V 208 15OW MH Fins E3 First Floor 5offits Lightolier NEED TO FIND RETROFIT 120 (2) 32 W FIELD VERIFY EX15TING TYPE FIXTURE. TRIPLE TUBE DIMEN51ON5 E4 Parking Lot Light Gardco Gull G18- 1- 4XL /Q-400HP5- 120 Distribution & options per Wing 208 -6RP- elect. plans & specifications z ~z �W QQ W 0 Cl)0 J = H NW WO 9 u - co = �. W z F- F- O z W �j U� ON WW H6 u- 0 W z co O t— z 4 WASHINGTON CITIES INSURANCE AGENCY ADMINISTRATION CENTER REMODEL TUKWILA, WA LIGHT FIXTURE SCHEDULE Type Location & Type Manuf. Catalogue Number V. Lamp Notes E5 Monument Sign ExceLine GF3- H- 70LXL -BRW -PCB -2 120 Wall mtd. up light F1 Offices, etc. Lightoller VPA2G29PR23212O50 120 (2) 32W T& General 2 -lamp Parabolic, Drywall kit where read. Qty in C ] for N.I.C. tenant spaces F2 WCIA Offices, etc. Lightolier CF52PGW323______- 120 (2) 32W T& General 3 -lamp CF52GPW232______ Parabolic, Drywall kit where re 'd. F3 Toilet Walls Lightolier PT5714& 120 (1) 32W T& Wall wash fixture, set of 3 fixtures - 12 ft. long. F4 I Tollete & Records Lightolier VP5&G10MR132 -____ 120 j (1) 32W T& &" wide parabolic down light F5 General Wall Mtd. Lightoller PS- W1- 4- ?- ?- C0L0R? 120 (1) 32W T& Linear up -light with erf. Screen F6 Toilet Rooms Lightoller CWl3X217 -_V- ballast] 120 (2 ) 17W T& F7 Strip Light Lightolier SN45132HPF- volt -ball- 120 (1) 32W T& Strip light for cove and NASYC40 C5P indirect lighting w/ as metrical reflector F& Utility Strip Light Lightolier SW45232HPF- volt -ball 120 (2) 32W T6 2 -lamp utility strip fixture F9 Under Cabinet Lightolier TCU40W 120 SO 6PR 120 (1 ) 32W T& F1O Surface Fixture Lightolier J54A232 120 50 120 (2) 32W T& 120 X1 Exit Sign & Light Lightolier LT- N -U -G -W 120 White housing and green stencil X2 Emergency light 1 Lightolier IE2 2 50L H12 W 120 White housing LIGHTING FIXTURES , The 7983 Leary Way NE DATE 05/141/04 Driftrnier Redmond, WA 98052 BY KL_ (425) 881 -7506 ACdike&% m&U@driftmier.com JOB 20405.00 z '~ w UO Cl) W = I-- NLL WO Q � Q LL Q Cl) 70 F W z H 11-0 z uJ 25 Uj3 ON o E- WW H- �O •z W U= O z 1 �rt�r�''. � H 'P 7fw v r ..r..r:�'nttnMVA,. L`KM4*��+Y�t'�n'+;a',?;.•N:Si A. %:::.v »x.:,w, ,n.:•.<,s..r..+,77ir.^'.'M%i':� �y ray �n +gyp +t ry',i� rn.sry -•. rrt,v,: r I. VERIFY LOCATION OF ALL HVAC DIFFUSERS 4 GRILLES WITH ARCHITECT PRIOR TO INSTALLATION. 2. PROVIDE RETURN AIR GRILLES AND DUCTS. RUN TO HALLWAY. CONNECTION TO CENTRAL AIR RETURN DUCT TO BE DONE BY OTHERS. 5. CONNECT DIFFUSERS TO NEW OR EXISTING VAV BOXES. CONTROLS TO BE DONE BY OWNER'S MECHANICAL CONTRACTOR. DIFFUSER BALANCING BY CONTRACTOR. 4. MECHANICAL PERMIT TO BE BY BIDDER DESIGN CONTRACTOR. PROVIDE PLANS TO ARCHITECT FOR REVIEW AND APPROVAL. MAKE CORRECTIONS PRIOR TO INSTALLATION 5. THE EXISTING FIRE SPRINKLER SYSTEM 15 TO BE ADJUSTED FOR THE REMODELED SPACE BY CONTRACTOR. INSTALL NEW SPRINKLER HEADS PER PROJECT MANUAL. SECURE AND PAY FOR ALL PERMITS FOR SYSTEM REVISION AND INCLUDE IN BID. MECHANICAL NOTES SCALE: 4 NONE 11 Tile 7983 Leary Way NE DATE 03/Iq/04 Driffmier Redmond, WA 98052 BY RNS (425) 881 -7506 A dhitectA P.S. mail@driitmier.com JOB 20405.00 z z �w C i �0 00 cl) w= J H fA u.. WO o_ ¢ cl) D = �W z X i- F- O z r-. w w D0 O N; 0 i- w u.l. �U LL .. z W U= O z ::, .7983 Leary Way NE i Redmond, Washington 98052 (425) 881 -7506 Fax: (425) 881 -7306 The Driftinier .Architects, P s. `1 17 May 2004 �► e= """ Stefania Spencer C� OF Tub Tukwila Building Division M �� 6300 Southcenter Blvd., Suite 100 A� 2Qp/ Tukwila, WA.98188 pFRhf rCFNr,,,R Re: REVISION SUBMITTAL, Permit Number D04 -097 Dear Ms. Spencer, We request the revision of the referenced Permit to include additional work and respond to city notations on the permit set. This is in conformance with our discussion with Ken Nelsen and Bob Bennedicto on 5/4/04. We are submitting 4 copies of Revised Drawings and Details showing the appropriate revisions marked by a Delta 2. The scope of work is being increased from the remodel of one space (Suite 210 — BrotherBand) to include Suites 210 (Minority Business), 225 and 230. In addition the owner has elected not to install seismic upgrades. The design has not changed related to code compliance except to address comments marked on the approved permit drawings. In regards fo this change of required work, Drawings A0.0, A2.0, A2.and A2.2 have been revised. Structural drawings (relating to Seismic upgrades), sheets A2.3, A2.4 and A4.5 have been deleted as this work is not going to be done. Finally we add mechanical sheets M -1 & M4 which were included for the mechanical contractor to use in his design of the HVAC to be done under another permit. BUILDING DIVISION REVIEW I . Second Floor Hall: In review of the overall building remodel (Developlment Permit Application Number D04 -082) the city has agreed that the exit access from the 2nd floor is a legal hallway, and not a corridor (which requires an 1 -hour rating). Comments from our response to that correction letter follow: The second floor space at the east end that is shown as being one space (Suites 205, 206 and 207) is losing its tenant. The space is being remodeled into 4 separate spaces (suites 245, 270, 275 and 280). P:IPROJECTS\2004\20405 WCIA TU0405.00 TI- BrotherBand \Docs \City- Permit Rev 05.17.04.doc z �w W JU 00 J LU DW WO 9 -1 u- Q U = F W z F- ZO w U ON 0 !-- W U �O .z w CO O� z Stefania Spencer Tukwila Building Division 17 May 04 Page 2 No space will have an occupant load greater than 30 occupants. Per discussions with Bob Bennedicto and the Plan Reviewer the egress will qualify as a hallway which does not need to be rated. Since the hallway will not need to be rated, the door and glazing into the individual tenant spaces will not need to be rated 3. 4. Insulation Cover: There was a concern with the flammability of the insulation facing on the underside of the roof decking. The City Fire, Marshall Don Tomaso, met our team at the site on May 6 and determined that the existing facing on the insulation was acceptable as is and no further action in regards to the insulation would be required. Seismic upgrades: After reviewing the bids for the project the Owner elected not to do the seismic upgrades and deleted this work from the scope of work. The city does not require the upgrade and we are removing all references to installing any seismic upgrades. Return Air Ducts: The City is reviewing a separate building permit application (1304 -082) which will cover core mechanical system work on the WCIA Building which includes the installation of return air ducts. As soon as these return air ducts are installed the return lines from the tenant spaces will be connected to this new ductwork. Until then the return air lines will feed into the existing return air plenum. If you have any further questions or comments please don't hesitate to contact me. Sincerely, David R. Seely, Associate Architect The Driftmier Architects, P.S. Phone: 425- 881 -7506 Email: david @driftmier.com cc: Jill Makela, Wash. Cities Insurance Authority Chuck Wiegman, JSH Properties Z Z �w QQ JU 0 M J = H to u- w 0 U - co = �w Z H ZO w w 0 (o off w w z LLi U =, O Z PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D04 -097 DATE: 05 -17 -04 PROJECT NAME: BROTHER BAND, INC. SITE ADDRESS: 320 ANDOVER PARK EAST Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte Vie# permit is issued DEPARTMENTS: `` AP' 2 � 9'0 ��� 5 $ �� , � / � ' ,! Plannin Division Build ng"[�ivisitln C Firev V A g Public Work ��L ,N Y Structural ❑ Permit Coordinator ' DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -18 -04 i i Complete Incomplete ❑ Not Applicable ❑ Comments: 4 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments, determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 06 -15 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use On /y CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -26-02 :giEl. .s... w; i ;i FK t;v.�i� ayr,. t+ ���lt /i:4'i :.'i. �.rc;:�k.,t .Gar lr. ik: c� "�ati:: °•r.. ,j; • u;�,c; ,� ii �', •.v 1t':.ti "•e 5 t z z �w QQ JU UO N W= J � CO LL w LL � = w t _ z HO z�_ W w U� o�_ W 0 w UN H _ y O� z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -097 DATE: 03 -19 -04 PROJECT NAME: BROTHER BAND, INC. SITE ADDRESS: 320 ANDOVER PARK EAST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _,Revision # after�before permit is issued DEP ARTMENTS: ' M vision Buil i g � r i2 -o l Public Works .-t- A. _ 1. FirA ention M Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete [( Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7structural ING: Please Route Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS DUE DATE: 04 -20 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PPL g 0-0 P a ping Division Permit Coordinator DUE DATE: 03 -23 -04 Not Applicable ❑ Documents /routing slip.doc 2 -28.02 PERMIT COORD COPY z J.- z 0:W 2 D JU UO W= H �LL WO UQ _D ry�y V �W z ZO W W U� O� oF- W LL .z W CO O z ,.,..:.:. x. >:.- i.,:.;c.w m.�s.i. "e:,t��'1,;;E»:"' •� 4 il."»"i'+F4''a��>'� ":4t �r `ir ' "i� "'twH:3` - - PROJECT NAME:. , . �1 � PERMIT,.NO D ' 6 r �7 Site Address: ��U- Origin. Issue Date: REVISION LOG R sion o. I Date Received i Staff I ! Initials ( Date Issued Staff Initials Received By: Received By: Received By: Summary f Revision: Y G1'ol �.. � 3 /6 7 sr Received By: /E� 7X020 4 (please print) Revision No. Date ! Staff I Received i Initials Date Staff I Issued I Initials I I I I Summary of Revision: I I I I Received By: (please print) Revision No. Date Received Staff I Initials Date I Issued Staff I Initials I I I I Summary of Revision: Received By: Received By: (please print) Revision No. I Date Received I Staff Initials I Date Issued I Staff Initials I Summary of Revision: Received By: Received By: tpiease print; Revision No. Date I Received Staff I Initials Date Staff I Issued I Initials �111111 Summary of Revision: Received By: tpledbe p1 it it) * M w, s 1 , Ytt.'SSP ' • .iGa+ r ..n a?�trreteh . �a?;:arrxH:�vd. 't. I z ~ w � D UO 0 CO C0 LL w LLQ to = F- W F- 0 z E- w w U� O- o11-- W F-P �O z W CO) O ~• z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: _ l� IM(� `� U I Plan Check/Permit Number: DD4- -- Q ` r7 ❑ Response to Incomplete Letter # r ❑ Response to Correction Letter # Revision # J_ after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: W N, C.Mac 1 tJ�y r�vT1 1c_�TY, Project Address: �3 2. D A 0 D U V t�;L P ALg- r=:i�ST _ Contact Person: ON J k D C � L Phone Number: 425-7 9,91- `ZSO Summary of Revision: N DT) I t,) r, t L p S.VF C) F K- e 7' 0 N ?IC.1 N U ? 1 o D E1_. e D C kZQ 1 T[ O NA,, L s U T'ES W E kLE AA o G L t M\ tJ k (lJ 6- S C1S M ke-- UP 61LkDES t � �E5 TO CO MI�—:N"T5 o0 TAE RU I\--D ItO PAM \T' I ? L - kO S . tj Sheet Number(s): A 0, 01 N), - O , K - 1 �w p �� j'7 5 V1 t— "Cloud" or highlight all areas of revision including date of revision 0 Received at the City of Tukwila Permit Center by: 4 Entered in Permits Plus on 08/06/03 z �w QQ JD UO CO 0 CO) to LL w U - �D = �. w z H O w ~ W D O CO o �- W uy O w z CO i-- _ O z LICENSE DETAIL INFORM TION Form - STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Pagel of 2 Registration# or License KELLYTII48CR Name KELLY THOMAS INC Address 3402 C ST N E STE 209 Address City AUBURN State WA Zip 98002 Phone Number 2537353928 j Effective Date 2/19/1986 Expiration Date 1/29/2006 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UNUSED UBI Number 600606877 * * *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* i * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS * * * * * VIEW CONTRACTOR INSURANCE INFORMATION New inquiry by CITY , NAM , PRINCIPAL OWNER NA LICENSE UBI NUMBER , check the L &I Contractor Industrial Insurance Premium Status or return to the L &I Construction Compliance Home Page https : / /wws2.wa,gov /lni/bbip /TF2Form .asp ?License= KELLYTI148CR 05/03/2004 z '~ w o: 2 �U UO 0 L w O �Q co :3 2 �w ?� H- O w U� W Lu. LL O w z U C0 F= _ O� z PROJECT DIRECTORY LOCAL .R15DIGTION OPMR PROPERTY MANAGEMENT COMPANY CITY OF TUKWILA WASHINGTON CITIES IN5URANGE AUTHORITY J15H PROPERTIE5, INC. BUILDING DEPARTMENT P.O. BOX 1641 (MAILING ADDRE55) 14800 INTERURBAN AVE. 5., 6200 50VTHCENTER BLVD. BELLEVUE, WA 88004 -1641 SUITE 210 TUK"LA, WA 4 18185 CONTACT: JILL MAKELA Seattle, WA 4 18168 -4654 'PH: (206) 433 -1800 PH: 206 - 244 - 2000 FAX: (206) 4 33 -1833 Q a EKISAGAL AD2RE5S FAX: 206- 614 - 46661 5555. RENTON VILLAGE PLACE, CONTACT: CHUCK WIE&MAN 0160 RENTON, HA 4 1805 1 BROTHERBAND, INC. TENANT IMPROVEMENT han -ram ti's TUKWILA, WA 98188 320 ANDOVER PARK EAST, SUITE 210 REVISNONS W CHAXa!t - -8 84AM BE MAN TO THE VXPE OF V. : - .x IM7'i' = PR'C)R A "IrFvtiwL OF TU.ciok;'IA GVIWNQ ayes# ;�. NO!1! IIwVNI m VftL REaNm A ww RM SkIOMNR L *o &W swulm AUXOMM RM MIL GENERAL NOTES PARCEL NUMBER ,ABBREVIATIONS TOTAL AREA OF 51TE: 13,144 5F AREA OF EASEMENT: ACS• AC0*TIGAL H.B. NC BIB I, IT 15 THE RESPON51E ILITY OF THE CONTRACTOR TO BECOME FULLY TOTAL IMPERVIOU5 SURFACE: A.r. AREA DRAIN H.G. HOLLOW GORE NUMBER OF STORIES AWARE OF ANY AND ALL CONDITIONS RELATED TO THE SITE AND BUILDING HEIGHT A.F.F. A80VE FIN15HEG' FLOOR HON®. HARPP400V A2.3 EXISTING CONDITIONS THAT MAY AFFECT THE COST OR SCHEDULING OF DETAIL 500K A66R. AGGREGATE M.M. HOLLOW METAL 50.1 CONSTRUCTION ACTIVITIES, PRIOR TO SUBMITTING A BID . 52.0 ALUM. ALUM I NUM HORIZ HORIZONTAL .r M -1 NOTES, SCHEDULES 4 INDEX M -4 ARCH. ARCHITECTURAL HR. HOUR 2. DO NOT SCALE DRAWINGS OR DETAILS -- USE 61VEN DIMENSIONS. Z A55 A50ESTOS H HT HEIGHT Q CHE CK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMEN51ONED ON .cc ASPH ASPHALT H.W.H H.H . HOT WATER HEATER PLANS. DIMEN- SION5 ON PLANS ARE TO FADE OF EXISTING FINI51.1155, BL'• BOARD *450L. IN5ULATIO14 5c 6RIDLINE OR CENTERLINE WN.O. NEW POOR AND CASED OPENIN65 BLDG. BUILDING INT.,INTER. INTERIOR WITHOUT DIMENSIONS ARF TO BE (4.5 ") FROM FACE OF ADJACENT WALL BLKG. BLOCKINC, JAN .JANITOR ON THE HINGE 51M OF DOOR. f". BEAM 153.0. BOTTOM OF LAM. LAMINATE 5. THE DRAWINGS INDICATE &ENERA.L AND TYPICAL DETAILS OF EOT. BOTTOM MA MAXIr1UM MEGH. MECHANICAL SITE PLAN CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED C.B. CATCH BASIN MTL. METAL BUT ARE OF SIMILAR GHARACTEF' TO DETAILS 5HOWN, 51MILAR DETAILS CEILING MFR. MANUFACTURER OF CONSTRUCTION SHALL BE U'5E D, SUBJECT TO REVIEW AND C LK LKG. CAULKING MH MANHL%f APPROVAL BY THE ARGHITEGT AND THE 5TRUCTURAL ENGINEER. GL. CL05ET MIN. MINIMUM GLR. CLEAR MIR. MIRROR 4. BUILDING SYSTEMS AND COMPONENTS NOT 5PEGIFICALLY DETAILED G.M.U. CONCRETE MASONRY UNIT MISC. M15CELLANEOU5 SHALL BE INSTALLED, AS PER MINIMUM MANUFACTURERS COL- COLUMN RECOMMENDATIONS. NOTIFY THE ARGHITEGT OF ANY RESULTING N.I.C. NOT N CONTRACT GONG. CONCRETE NO OR I4UMMR C.4?NFLICT5. CONT. CONTINUOUS N.T.S. NOT TO SCALE C.S. CRAWL SPACE O/ OVER 5. ALL WORK. SHALL CONFORf•1 TO APPLICABLE BUILDIN6 CODES AND M. DOUBLE O.G. ON CENTER ORDINAN�:,E5. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR DTL., PET. DETAIL O.H. OVER HEAD STANDARDS OF INSTALLATION OR THE MATERIALS 5PEGIFIED DO NOT VIA. DIAMETER EQUAL OR EXCEED THE REQUIREMF_NT5 OF THE LAW5 OR ORDINANGE5, DIM. DIMENSION PERF. PERFORATED THE LAW5 OR ORDINANGE5 SHALL GOVERN, NOTIFY THE ARCHITECT OF VN DOWN P•LAM. PLASTIC LAMINATE ALL C.ONFLIGT5 IMMEDIATELY. M. D0I*45POUT PLAN PLYWOOD DWG. DRAWING PR. PAIR 6. COORDINATE ALL OPERATIONS SUCH AS AREAS USED FOR MATERIAL EA. EACH P.T. PRE55LRE TREATED STORAGE ACCESS TO AND FROM WORK AND TIMING OF WORK WITH THE E.J. EXPANSION JOINT PTO, PAINT BUILDING OWNER AND PROPERTY MANAGER. EL., ELEV. ELEVATION P.T.D. PAPER TOWEL DISPENSER ELECT. ELECTRICAL QUAN. QUANTITY 1. THE BUILDINC -► SHALL 13E PARTIALLY OCCUPIED DURING CONSTRRUCTION, EMER• EMERGENCY R R15ER5 MAINTAIN EXITING FROM OCCUPIED AREAS. E.P ELECTRICAL PANELBOARD RAP. RADIUS Ea. EQUAL RD. ROOF DRAIN 8. INSTALL DIRT BARR ER5, BARRICAC'ES, GUARDS AND OTHER Ems• EQUIPMENT REF. REFRIGERATOR PROTEGT''ON A5 REQUIRED TO PRO" EGT INSTALLED FIN15HES AND ) E EXISTING REINF. REINFORCED, REINFORCING EX15T. EXISTING G FAGILITIE5, A5 WELL AS OCCUPIED AREAS. COORDINATE WITH REQUIRED PROPERTY MANAGER FOR REOPRED PARKING AND BUILDING ACCESS. EXPOSED RM. EXT. EXTERIOR RM. ROOM E I.F.5. EXT. IN5UL• FINISH SYSTEM R.O. ROUGH OPENING C1. SOME ITEMS OR SYSTEMS INCLUDED IN THE CONSTRUCTION DOCUMENTS FDN. FOUNDATION 5.C. SOLID CORE ARE TO BE "BIDDER DESIGNED" OR ARE PROVIDED BY OTHERS. THE F.E. FIRE EXTINGUI5HER 5H. SHEET ARGHITEGT AND CONSULTING ENGINEERS WILL REVIEW ALL BIDDER E.E.G. FIRE EXTINGUISHER CABINET SHEATH 5HEATHING DESIGN SUBMITTALS AND WILL DETERMINE IF THE SUBMITTAL 15 IN F.F. FINISH FLOOR SHLF. 5HELF GONFORMANCE WITH THE GENERAL DESIGN CONCEPT. TH15 REVIEW FIN. FINISH SIM. SIMILAR DOES NOT RELIEVE THE GONTRACTOR OF THE RESPONSIBILITY TO FL. FLOOR SPEC. SPECIFICATION CONFORM TO THE REQUIREMENTS OF ALL CODES AND THE FLASH. FLASHING 50. 50UARE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE FLUOR. FLUORESCENT 5TO. 5TANDARD THE PLACEMENT OF BIDDER DESIGNED ITEMS WITH THE STRUCTURAL F O. FADE OF 5TL. STEEL 5 AND FRAMING. CONFLICTS SHALL BE BROUGHT TO THE F.O.G. FACE OF CONCRETE STOR. STORAGE ARCHITECTS ATTENTION PRIOR TO BID AND THE REQUIRED F.O.F. FACE OF FINiiSH 5TRUGT. 5TRUCTURAL MODIFIGATION5 INCLUDED IN THE BID PRICE. F.O.I.O. FURNISHED BY ONNER AND SU5P. SUSPENDED INSTALLED BY OhNER T. TREA05 10. CONCEPTUAL ELECTRICAL AND HVAG INFORMATION 15 INCLUDED WITH F•O.5. FACE OF STUDS T.B. TOWEL BAR THE ARCH I TEG TURAL DRAW I NG5. 4T SHALL BE THE RESPONSIBILITY OF F.O.H. FACE OF WALL TEMP TEMPERED FPRF F FIREPROOF EACH CONTRACTOR TO CHECK WITH THE ARGHITEC iURAL DRAWINGG5 . F.R. F. FIRE RETARDANT TREATED T.S. TUBE STEEL BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN F.5. 'FLOOR SINK T.P.H. TOILET PAPER HOLDER THE ARCHITECTURAL DRAWINC75 AND THE GONSULTIN& EN6INEER(5) OR FT. FOOT OR FEET TYP• TYPICAL OTHER SUPPLEMENTARY DRAW I NG5 SHALL BE BROUGHT TO THE FTC. FOOTING U.N.O. UNLE55 NOTED OTHERWISE ARCHITECT'S ATTENTION BY WRITTEN NOTIFICATION FOR CLARIFICATION. FURR. FURRING V$. VAPOR BARRIER ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWIN65 6A. GAUGE W.G. WATER CL05ET SHALL BE CORRECTED BY THE GONTRAGTOR AT HIS OWN EXPENSE AND GALV. GALVANIZED WD WOOD AT NO EXPENSE TO THE OWNER OR ARCHITECT. GL- GI • a.55 IH/ WITH G.L.B. GLUE LAM BEAM H/O WITHOUT II. THIS PROJECT CONTAINS GLAZING THAT WILL BE 5UBJEGT TO FEDERAL 6.5.B. 6YP%H 5HEATHINGL BOARD Wp WATERPROOF OR AND LOCAL GLAZING STANDARDS AND THE GLAZING 506GONTRAGTOR G.W.B. 6YP5UM WALL E0ARD WATERPROOFING SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE REQUIREMENTS. IF 6YP. 6'V5UM WSGT. WAIN5COT THE 6LAZ I N6 SUBCONTRACTOR FINDS ANYTHI N6 IN THE DOCUMENTS NOT ►' IN COMPLIANCE WITH THE STANDARDS, HE /SHE SHALL BRING DI5C TO THE ATTENTION OF THE ARCHITECT BEFORE PROJECT SCOPE PROCEEDING. NO CLAIMS FOR EXTRAS FOR COMPLYING WITH THE STANDARDS WILL BE ENTERTAINED REGARDLESS OF THE CONTENT OF THE DRAWINGS AND SPECIFICATIONS. I. THE CONTRACT FOR CON5TRUCTION SHALL INCLUDE ALL DEMOLITION WORK REQUIRED TO PREPARE THE BUILDING FOR THE CONSTRUCTION 12 NEW CEILING SUSPENSION SYSTEMS SHALL BE STABILIZED AGAINST WORK, THE DEMOLITION DRAWIN65 AND NOTES ARE PROVIDED TO LATERAL SEISMIC MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OUTLINE THE GENERAL SCOPE OF THE WORK ONLY. THE OF THE UDC, Iggl EDITION. CONTRACTOR MUST V151T THE SITE PRIOR TO BIDDING AND DETERMINE THE FULL EXTENT OF THE WORK AND BE RESPONSIBLE 13. THERE SHALL BE NCB EXP05EP PIPE, CONDUITS, DUCTS, VENTS, ETC:. ALL FOR SA! -T-_ SUCH LINES SHALL BE CONGEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED GONSTRUGTION IN DRAWINGS. OFFSET STUDS �, SCOPE OF WORK SHALL INCLUDE THE REMOVAL OF SOME WALLS WHERE REQUIRED 50 THAT FINISHED WALL SURFACES WILL 153E FLUSH. AND CEILINGS AND B.W.B. AND FINISHES AS 5HOWN, INSTALLATION OF STRUGTL'RAL FLOOR. SUPPORTS AND FLOOR INFILL, INSTALLATION OF I4. CONTRACTOR SHALL !PROVIDE TEMPORARY BRACING FOR STRUCTURE NEW pE AND TENANT WALLS AND ALL INTERIOR FINISHES (TO AND STRUCTURAL COMPONENTS UNT;L ALL FINAL GONNEGTIONS HAVE IN, �LUDE FLOOR COVERING PAINTING AND NEW ACT SYSTEM WITH BEEN COMPLETED IN ACGORpANGE= WITH THE PLANS. LI(5HT). ELECTRICAL GOMPONENT5 SHALL BE BIDDER DE516NED. GON T RAGTOR TO MODIFY FIRE SPRINKLER SYSTEM. NO SEISMIC 15. ALL WOOD FRAMING DETAILS .AND CONNECTIONS (SHOWN AND NOT UPGR,gDES IN THE TENANT SPACE WILL BE DONE. TENANT TO INSTALL SHOWN,► SHALL 815 GONSTRUGTED TO THE MINIMUM STfNNDARDS OF THE FURNITURE AS SHOWN. UBC. ALL L16HT GAUGE METAL. STUDS AND FRAMING t:wHALL BE INSTALLED PER THE 5TANDARD5 AND DETAILS PUBLI5f4ED BY THE 3. HVAG GOMPONENT5 TO BE BIDDER DE516NED. COORDINATE DESIGN STEEL STUD MANUFAGTURER'5 ASSOCIATION_ WITH OWNER'5 MECHANICAL ENGINEER FOR CONNECTIONS TO CENTRAL SYSTEMS. SEE ATTACHED MECHANICAL DRAWINGS. 16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE, OR EXPOSED TO WEATHER. OR C71RDER5 LE55 THAN 18" FROM GRADE 5HALL BE PR.E55ORE TREATED WITH AN APPROVED PRESERVATIVE I SHALL BE 2 IDENTIFIED WITH THE STAMP OF THE AMERICAN WOOD PRESERVERS 21. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT INSTITUTE. USE BUILDING PAPER a JOIST END5 TO PREVENT CO3NTACT V5E OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. HITH CONCRETE. 22. ALL EXIT 51GN5 SHALL HAVE LETTERS SIX (6) INCHES HIGH MINIMUM, 1. FIRE BLOGKiNG SHA: -L BE PROVIDED AT MID - HEIGHT OF ALL 5TUD AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO WALL5 AND PARTITION5 OVER 10 FT. IN HEIC -MT, AT THE CEILING AND DRAWINGS FOR EXIT 516714 LOGATION5. FLOOR LEVELS, AT ALL INTER(.,ONNEGTION5 BETWEEN VERTICAL ANI.? HORIZONTAL SPACES 5" AS OCCUR AT SOFFITS DROP CEILINGS AND 23. ELECTRICAL, MECHANICAL AND ENER&Y NOTES ARE LOCATED IN DOVE CEILINGS, AND AT 10 FT. INTERVALS AS REQUIRED IN THE Ig41 THE DETAIL E 5E6TION q. U BG SEC. 108.2. 24. THE GENERAL CONDITIONS OF THE CONTRACT AND TECHNICAL ,8. FIRE BLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER OR TWO SPECIFICATIONS ARE CONTAINED IN THE PROJECT MANUAL. THE THICKNESSES OF I -INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS. CONTRACTOR(5) AND SUB- CONTRAGTOR(5) ARE RESPONSIBLE FOR DRAFT 5TOPPINC MATERIALS 5HALL NOT BE LE55 THAN 112" GYP. ALL ITEMS CONTAINED IN ALL OF THE CONTRACT DOGVMENT5. BOARD, 3 16" WOOD STRUCTURAL PANEL, 318" TYPE 2 -M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY 25• NO MATERIALS FROM THE NORK ARE TO BE STOCK PILED ON PUBLIC SUPPORTED. RIGHT -OF- WAYS. ALL RUI3515H AND DEBR15 15 TO BE REMOVED FR (-7M THE SITE. A. FASTEN &YP� M WALLBOARD TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING MATH TYPE 5 OR W DRYWALL SCREWS OR COOLED? 2 ADJACENT PROPERTIES, STREET5 AND WALKS ARE TO BE NAILS AT '1 INCHES Ok,. MAXII4JM 5PA U.N.O. USE 5D NAILS OR #6 X PROTECTED FROM DAMAGE AT ALL TIMES. CONTRACTOR SHALL I - I/4" SGREW5 FOR 1/2" WALLBOARD AND 6D NAILS OR #6 X 1 -114" PROVIDE TEMPORARY FACILITIES AND EROSION CONTROL 5CREW5 FOR 5/6" MALLBOARD. MEA5URE5 TO PROTECT PUBLIC AND ACJAGENT PROPERTY. 20. PRO' VE GALVANIC INSULATION BETWEEN P1551MILAR METALS. 28 THE ARCHITECT AS5UME5 NO RESPONSIBILITY FOR ENGINEERING AND SURVEY DATA PROVIDED BY OTHERS. PROJECT DIRECTORY LOCAL .R15DIGTION OPMR PROPERTY MANAGEMENT COMPANY CITY OF TUKWILA WASHINGTON CITIES IN5URANGE AUTHORITY J15H PROPERTIE5, INC. BUILDING DEPARTMENT P.O. BOX 1641 (MAILING ADDRE55) 14800 INTERURBAN AVE. 5., 6200 50VTHCENTER BLVD. BELLEVUE, WA 88004 -1641 SUITE 210 TUK"LA, WA 4 18185 CONTACT: JILL MAKELA Seattle, WA 4 18168 -4654 'PH: (206) 433 -1800 PH: 206 - 244 - 2000 FAX: (206) 4 33 -1833 Q a EKISAGAL AD2RE5S FAX: 206- 614 - 46661 5555. RENTON VILLAGE PLACE, CONTACT: CHUCK WIE&MAN 0160 RENTON, HA 4 1805 1 BROTHERBAND, INC. TENANT IMPROVEMENT han -ram ti's TUKWILA, WA 98188 320 ANDOVER PARK EAST, SUITE 210 REVISNONS W CHAXa!t - -8 84AM BE MAN TO THE VXPE OF V. : - .x IM7'i' = PR'C)R A "IrFvtiwL OF TU.ciok;'IA GVIWNQ ayes# ;�. NO!1! IIwVNI m VftL REaNm A ww RM SkIOMNR L *o &W swulm AUXOMM RM MIL LOT COVERAGE DATA: PROJECT DATA PARCEL NUMBER 022320 -0060 TOTAL AREA OF 51TE: 13,144 5F AREA OF EASEMENT: 20,023 5F NET AREA OF SITE: 54,121 5F LOT COVERAGE DATA: DRAWING INDEX LOT COVERAGE BY BUILDING: 16,501 5•F. = 23% TOTAL LANDSCAPE AREA: 25,q = 35% pA_-VED d 166L r5, ARE 5: 31,211 S.F. = 42& TOTAL 13,16 S.F. = 10045 TOTAL IMPERVIOU5 SURFACE: 41,142 5.F. = 65% NUMBER OF STORIES .2 BUILDING HEIGHT 28' - 1/2" TO TOP OF PARAPET AREA OF TENANT IMPROVEMENTS 4,133 S.F. ZONING CODE DATA ZONING CLASSIFICATION TUG, TUKWILA URBAN CENTER ENVIRONMENTAL N/A .&TBAG REQUIREMENTS FRONT YARD (WE5T) 15' REAR YARD (EAST) 10' SIDE YARD (NORTH) 10' SIDE YARD (50UTH) 10' LAN05CAPING TYPE I FOR FRONT rI TYPE II FOR 51DE/REAR PARKING REQUIRED MIN: RATIO: 3 STALL / 1,000 N5F 25,481 / 1000 = 26.0 26.0 X 3= 18 5TALL5 MIN. PARKING REQUIRED MAX: NONE PARKING PROVIDED: 51 - q' -O" FT WIDE X Iq' -O" LONG (STANDARD) 20 - 6-6" WIDE X Iq' -O" LONG (5 TA NDARD) 2 - 8' -0" WIDE x Iq'-O" LON& (COMPACT) 2 - ADA 5TALL (VAN A06E518LE) TOTAL: 81 MAXIMUM BUILDING HEIGHT: 115' -0" MAXItvVM LOT GOVERAGE BY STRUCTURES: NONE MINIMUM LAN05CAPING: FRONT: 15' 51DE: 0' REAR: O' SYMBOLS DIRECTORY r EXISTING WALL I - - - - - _ DEMO WALL VEMO DOOR NEW WALL EXI5TING GLAZING NEW DOOR E = = 3 DEMO GLAZING NEW GLAZING 6RIOLINE BUILDING SECTION 10 WALL SECTION MATCH LINE ELEVATION MARKER INTERIOR ELEVATION 13 DETAIL X8.1 DETAIL REVISION MARK 1 CA, "NPOW TYPE 1 WALL TYPE CENTER LINE Q � W-WR GUT LME APPLICANT /-ARCHITECT 5TRi>rT1 AI FW2 1MEER• THE DRIFTMIE:R ARCHITECTS, P.S. ARMOUR UN5DERFER ENGINEERING LLG 1883 LEARY WAY NE 13456 5E 21TH PLACE, SUITE 200 REDMOND, WA 88052 REDMOND, WA 88052 PH: (425) 881 - 1506 PH - (425) 614 - 0 0 14 0 1 FAX: (425) 881-1306 Fox - (425) 614 -0 CONTACT: DAVID SEELY CONTACT: BRIAN UNSDERFER EMAIL: davldidriftmter.wM V 7 E7r BUILDING CODE DATA BUILDING CODES: 1gg1 UNIFORM BUILDING CODE OCCUPANCY GROUP: B, OFFICE BUILDING GON5TRUGTION TYPE: VN ALLOWABLE HEIGHT: (TWO FLOORS) 40' -0" EXISTING HEIGHT: •28' -11/2" ALLOWABLE AREA: 8,000 S.F. INGREA5E FOR 2 FLOORS = 8,000 5.F. = 16,000 5F. TOTAL INCREASE FOR SEPARATION ON 3 SIDES: 45'- 20' = 25'X.025= 51515 INCREASE. 16,000 X .51 = q,120 S.F. (+ 16,000 S.F. _) 25,120 S.F. TOTAL F ULLY 5PRINKLERED DOABLE 51ZE = 25,120 S.F. X 2 = 50,240 S.F. GRAND TOTAL PROPOSED TOTAL AREA: 26.112 S.F. EXISTING AREA: Ist FLOOR 11, S.F. 2nd FLOOR 14,012 S.F. TOTAL EXISTING: 26,024 S.F. (6RO55) ENTRY ADDITON: + 88 S.F. TOTAL ENCL05ED SPACE: 26,112 S.F. ENTRY CANOPY: 660 S.F. BLDG. 5PRINKLER5: 'FULLY 5PRINKLERFD FIRE ALARM: FIRE SPRINKLER MONITOR ALARM AS REQUIRED BY CITY OF TUKWILA OCCUPANCY LOAD Ist FLOOR OFFICES. 841 (8,,13 S.F. / 100 = 8q) Ist FLOOR MTG ROOM: 86 (1,2g1 S.F. / 15 = 66) 2nd FLOOR OFFICES: 114 (11,3gq S.F. / 100 = 114) T. 1. 5PAGE: 10 ( 1,026 5.F. / 100 = 10) XITIN 2nd FLOOR 5TAIR5: 2 EXITS READ. 2 PROVIDED. STAIR WIDTH = 114 X.05 = 34 IN. READ. 105 IN. PROVIDED.) Ist FLOOR OFFICES: 2 EXITS READ. 3 PROVIDED. EXIT WIDTH = 8q X.2 = 18 IN. READ. 68" PROVIDED. Ist FLOOR MT6. ROOM: 2 EXITS READ. 2 PROVIDED. EXIT WIDTH = 86 X .2 = 11 IN. READ. 102" PROVIDED. 2 SPACE 205: EXIT WIDTH = 14 X.2 = 3 IN READ. 34" PROVIDED. SPACE 210: EXIT WIDTH = IO X.2 = 2 IN READ. 34" PROVIDED. SPACE 225: EXIT WIDTH = b X.2 = I IN READ. 34" PROVIDED. SPACE 230: EXIT WIDTH = II X.2 = 2 IN READ. 34" PROVIDED. LEGAL DESCRIPTION THAT PORTION OF LOT 6 OF ANDOVER IND95TRIAL PARK NO. 3, ACCORDING TO PLAT RECORDED IN VOLUME 18 OF PLATS AT PAGE(5) 6 AND 1, IN KING COUNTY, WA5HIN67TON, LYING SOUTH OF A LINE WHICH 15 185 FEET SOUTHERLY OF AND MEASURED PARALLEL TO THE NORTH LINE OF SAID LOT 6. I I I �mi FILE COPY understand that the Plan Check ap provals are subject to errors and omissions and approval of pens does not authorize the violation of any adopted code or ordinance Receipt of tractor's copy of approved plans ackn ged. Date 7 e Permit No. VICINITY MAP 600ft %b S 152nd St S. yell . 15 4t St S S 153rd St �9 k _ 'Boeing 18 for jLongacr.es'... L4CY�S•a Industrial s... I .4 ar k Evans Black Dr x;r f, . ; k 8a kor Bhnd BWd Sw 27th St Tuk.w - fla Pond Corporate Dr N a > C: e r M in klo B - Llpla w Dr t rn �..0 Mid land Dr I - Sax co D r a - 3 r Triland Dr loo. S 180th St o rill .a .cn• � PS 2003 hAa� tue3t.00 m Inc. • © 2003 N yga tb n_ Tech no bq_�es 1 R I omww� 7 4� j V'rZ.Ay I I i� �j %mow ROVEMENT i / REAS ���� � M ��(SECOAID FLOOR) . I �I�� L I 11 I I I 11 �I -woo_ ONN-MM \/ F�EVISION�;Q r APV 4A PIP 1'he Driftnuer Archiect.s,.; P. S. 7983 Leary Bay NE Redmond, NA 98052 (425) 881 -7506 mail @driPtmier.com DRAWING INDEX SHEET 8 DRAWING NAME ONO. ', COVER SHEET, 51 TE PLAN ' A2 ' - ; DEMOLITION PLAN, SPACE LAYOUT PLAN, l +FIN15HE5, FURNITURE AND ELECTRICAL PLANS A2.1 ' REFLECTED CEILING PLAN, INTERIOR ELEVATIONS A2 DEMOLITION PLAN, SPACE LAYOUT PLAN, UJ F INISHES, FURNITURE AND ELECTRICAL PLANS A2.3 REFLECTED CEILING PLAN, INTERIOR ELEVATIONS DETAIL 500K ATTACHED BOUND BOOK 50.1 GENERAL NOTES 52.0 FOUNDATION d FLOOR FRAMING PLANS .r M -1 NOTES, SCHEDULES 4 INDEX M -4 SECOND FLOOR AIR DISRIBUTION PLAN s ��-- 2 I omww� 7 4� j V'rZ.Ay I I i� �j %mow ROVEMENT i / REAS ���� � M ��(SECOAID FLOOR) . I �I�� L I 11 I I I 11 �I -woo_ ONN-MM \/ F�EVISION�;Q r APV 4A PIP 1'he Driftnuer Archiect.s,.; P. S. 7983 Leary Bay NE Redmond, NA 98052 (425) 881 -7506 mail @driPtmier.com 6388 +REGISTEiZED ARCHITECT DAVID RANDALL SEELY STATE OF WASHINGTON THIS 00C14ENr REPRESENTS A PgOPRIETARY DESIGN OWD BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDIT;JNS - 0 THIS PRCACT OR FOR COW - ETION OF THIS °RMCT B" OTHERS EXCEPT BY PRIOR AGREEWNT IN WRITING REVISIONS 110. DESCRIPTION DATE I ADD. I 04/21/!04 BLDG. Pt3tIT t C +WISE ORaEit REV. 05A4104 7 U KWIIA MAY 1 7 1084 KRMIT CWNTER l - SSUE DATE: 14 MAY 2004 \ DRAWN BY: RNS CHECKED BY: ORS PROJECT NUMBER: 20405e0q LI ABO56EIN ENGINEERING 1644 t 14TH AVENUE NE BELLEVUE, WA 418005 PH - (425) 462 -41441 Fax - (425) 462 -4451 CONTACT: ALEXANDER ABB05EIN r SITE PLAN SC ALE: ' - 4.•._•. -,►.r r„�.r.r.•w, .. ... ..........n..........._.. -.... ......- ..- •..w� •... of . «►...,.L�•1.,- �'1'F�'F'F�i��.R ' a { r i Y SHEET NUMBER: 7 A0.0 4 r. into lV UJ v = m J�ft7 Ld INN; Z Z Q .cc 5c gi Z Q N �m COVER SHEET SITE PLAN 6388 +REGISTEiZED ARCHITECT DAVID RANDALL SEELY STATE OF WASHINGTON THIS 00C14ENr REPRESENTS A PgOPRIETARY DESIGN OWD BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDIT;JNS - 0 THIS PRCACT OR FOR COW - ETION OF THIS °RMCT B" OTHERS EXCEPT BY PRIOR AGREEWNT IN WRITING REVISIONS 110. DESCRIPTION DATE I ADD. I 04/21/!04 BLDG. Pt3tIT t C +WISE ORaEit REV. 05A4104 7 U KWIIA MAY 1 7 1084 KRMIT CWNTER l - SSUE DATE: 14 MAY 2004 \ DRAWN BY: RNS CHECKED BY: ORS PROJECT NUMBER: 20405e0q LI ABO56EIN ENGINEERING 1644 t 14TH AVENUE NE BELLEVUE, WA 418005 PH - (425) 462 -41441 Fax - (425) 462 -4451 CONTACT: ALEXANDER ABB05EIN r SITE PLAN SC ALE: ' - 4.•._•. -,►.r r„�.r.r.•w, .. ... ..........n..........._.. -.... ......- ..- •..w� •... of . «►...,.L�•1.,- �'1'F�'F'F�i��.R ' a { r i Y SHEET NUMBER: 7 A0.0 4 J' - 0 ' * 5 FIELD VBRI -4: 0 O LEFT SIDE LIGHT RIGHT SIDE LIGHT OC SOLID CORE DATE I ADD.1 04/21/04 BLDG. PERMIT 4 C44AWPE PLV. 01114104 CITY PEC ET D Kwn A MAY 17 2004 PERMrr cENm WOOD DOOR + 6LAZING TO 13E TEMPERED 51NGLE PANE • .3o'lo 1 -3/4' THICK SOLID GORE CHECKED BY: DRS ct DOOR WITH RED OAD VENEER FADE. � FIELD VERIFY DIMEN510N5 PRIOR TO 1 FABRICATION d � DOOR5 AND FRAME5 TO BE Z� STAINED AND FINISHED TO MATGH mumps O ARCHITEGT'5 SAMPLE. W • LATCHSET TO BE LEVER TYPE. HARDWARE C6ROUP5 4-1c IN5TALL BARRIER FREE CLOSURE. Hw 4 - TENANT ENTRIE5 • CA5ED DOOR FRAME 4 TRIM TO BE RED OAK 5 Hinges MG TA2114 4.5 x 4.5 Q, 3 2 Lock YA P13R 570ILN • 5LOTTED FRAMES RQ40 TO BE Closer NO b501BF RED OAK. Stop Kckplate DEMO Hw 14 - TENANT 5PAGE OFFICE DOORS FLOOR PLAN 3 Hinges MG TA2114 4.5 x 45 Lot,-,h YA PE`5401LN stop TR WG12X DOO DETAILS SCALE: NONE DRAFT 5TOP WALL 51M W/ONE LAYER ABOVE GEILING TO ROOF 5/6" TYPE 'X' 6WB BOTH 51DE5 3 -5/5 ", 20 6A METAL 5TUD5 PLAN 5 GT. A DEM151NG METAL 5TUD 1NALL (DRAFT STOP ViALL 51 M I LAR.) ALL TYPES �-- ROOF DECK 2 -1/2" DEEP LEG SLIP TRACK EXTENC 5 TUD5 TO STRUCTURE 5/8" TYPE 'X' 6WB TO ROOF DECK EXTEND CAWS ABOVE GE I L I % 4 FIN. GE I LING PER PLANS (ONE 51 DE) METAL BLOCKING 061-6. 3" ACOU5. INSUL. UP TO 5TRUGT. " STRUCTURE BRAG IN6 PER 1 AGOU5T. INSULATION 0 C16. IN OFFIGE5 - EILING PER PLANS U5. INSULATION IN WALL :ND GWB TO CEILING 5/5" TYPE 'X' 6VVB BOTH SIDES 3 -5 /5", 20 GA METAL STUD5 0 16" O.G. ALAN B INTERIOR META STUD PARTITIOIN 7700p m m I! � U 2 DN I I O PREPARE OPENING REMOVE (E) ENTRY FRAM, FOR FLOOR INFILL +GLAZIN6 4 DOOR. `\ 00, If 11 it DEMO WALL, LOW WALL5 AND d t GOUNTER5. REMOVE DEBRIS. i - -------------------- - - - - -- r ------ - - - - -- -1 I i i - - 1 REMOVE (E) ENTRY ' ---------- - - - - -- I 1 I I FRAME &LAZIN67 � REMOVE WALL5. ! i i 4 DOOR. REMOVE DOOR. 2 i i i i i n . 1 I 11 • SHIM $RID TO ALLOW G16. TILE TO LAY PROPERLY IN GRID STRUCTURE BRACING PER .7 ACOUST. IN5ULATION 0 C1 IN OFFICES GE ILING PER PLANS US. SEALANT U5. IN5ULATION IN WALL :ND 6WB TO CEILING 5/8" TYPE 'X' 6WB BOTH SIDES 3- -5/8", 20 6A METAL 5TUD5 0 16" O.G. PLAN G INT. GE I L I NCB HE I &HT. PARTITION (INTERIOR TENANT SPAGE5) THIS SPACE N.I.G. PATCH WALLS FILL IN OPENING IN FLOOR. AS READ. TYP. 5EE 5TRUCT. DWG. 52.0. AEW OUTLETS. O O V15PLA 5HEL NG ; :: � ; . / CADENZA CADENZA 10' -O" 5' -5' 5 4' -1" T NEW WALLS NEW FLOOR DE5K _ OUTLETS. C i W DOOR 4 CONFEREN C Q ME a E LE: FL 1 -0 ' is �` D15Pl.A LVIN6 DESK 7 - - - 4-1 I 1 I 1 ( 11 .. -_ 1 ' � 1 1 1 1 I I � ; �J I 1.L- J 1 RECEPTION RETAIN EX15TIN5 L--.j 1 OUTLET AND COMM. - REMOVE ALL A.G.T., CEILING �� ' X,OUTL ` GRID, LIGHTS AND HVAG � I MOVEABLE 3'--b" -- 6RILLE5. REMOVE DEBRI5. ______� I 1 j PARTITIONS I* 1 I I - ------ - - - - -- - - -, •� ►n 12' COUNTER (TYP) �----------------------------- - - - - -- � t ------------------ - - - - -- ------- - - - - -- NEW FLOOR OUTLETS. 5'_O' D OFFICE 3 cv I AQUARIUM ' 1 ii ii ii I i d3 + > 1 I , SUITE 10 1 1 1 i �� tl tl DEMO WALL. 1 1 REMOVE 0E5RI5. OFFICE 2 TORA E 1 1 I I 1 1 1 1 cn l r <_ REA I -------- - - - - -- - - - - -- ------- - - - - -- - - -- - t I I ' 1 L- - -- - -- -� II' -O' 5' -10' " 1 --------------- - - - - -- --------- - - - --) E- - -- ----- T - - - -- - - - - - -- -------- - - - - -- ----- - -------- •--- - - - - -- r-- ;' DEMO WALL AND LOW 1 + DE5K < < WALLS. REMOVE DEBRIS. .'� REMOVE DOOR NEW OUTL T. 4 FRAME 1 -------------- ---------------- - - -- WW I i I I i i j WALL5 TO REMAIN. v b i If OFFICE 1 1-7 BREAK ROOM TABLE i lJ _,' 1 I I \� - _ u I MOVEABLE 5'-b' _ __,� NEW OUTLET5. REMOVE G.W.B. FRCM RE MOVE ! ALL 6W.B. FROM 1 1 PARTITIONS (TYP) ' ALL WALL5 IN BROTHERBAND � I • EXI5TING WALL5. t t I 5PLACE. REMOVE DEBRIS. 4: RETAIN EXISTING l � I � - REF. OUTLETS. - ' _ - - - I 1 - - - -- - - - - - j ► DE5K TABLE N� J MIG JE Q.� ! v I I , t I I. FOR WALLS WITH ACOUSTICAL INSULATION: PROVIDE 3' MIN AGLA15TICAL MINERAL INSULATION IF WALLS TO STRUCTURE OR ACROSS CA-6. OF SPACES TO BE 150LATED. PRWDE C•OFIPLETE KOUSTIGAL SEPARATION d 5EAL ALL JOINT5. AGOU5TIGALL't 150LATE THE FOLLOWING 5PACE5. METING ROOM, GONF. ROOMS, WORK ROOM, TOILET5 4 5HOVER ROOMS, PRIVATE OFFICES AND WALLS TO OTHER TENANT5 AND COMMON 5PAGE5. 2. OFFICE FURNITURE, 5Y5TEM5 FURNITURE AND COMPUTER EQUIPMENT ARE F.O.I.O. 3. PROVIDE FIRE EXTINGUI9HER5 AND CABINET5 A5 REQUIRED BY FIRE MARSHAL. COORDINATE LOGATION5 WITH AND RECEIVE APPROVAL FROM ARGHITE(, T ORIOR TO INSTALLATION. MAINTAIN EXI5TING EQUIPMENT OR 5ALVA6E0 UNITS A5 AVAILABLE. --. I b 4. FOR DOOR INFORMATION AND DOOR HARDWARE 5EE DETAIL l e 2.0 5. FOR WALL DETAIL5 5EE DETAIL b 2.0 OOR PLAN NOTES i s PATCH (E) WALL A5 REGO AFTER INSTALLING 1EW DOOR FRAME WITH 51DE LIGHT AND NEW DOOR NEW LS I ( TYP � ier AmMtectos� P s. 7983 Leary Nay NE Redmond, AA 98052 (425) 881 -7506 mail @driftmier.com nie NONE Dffltn REMOVE (E) ENTRY 4 INSTALL NEW ENTRY FRAME WITH GLAZING 4 NEW DOOR. fV I . SUITE 2301 PREP (E) COLUMN G.W.B. COVER A5 REGD. FOR PAINT. I I �I X' r TO o r 1� N d3 Q � o PATCH (E) WALL A5 REGO. NOTE; NEW 5HEETROCK ON WE5T WALL. PATCH REMAININC-� WALL5 A5 REQUIRED. PREP AND PAINT ALL WALL5 4 WINDOWS. ALL NEW FIN15FE5 PER FIN15H SCHEDULE Ib I I I 0 I PATCH (E) WALL A5 REQD. s c 1 e �.. 10' -2 i/1' n -z yr l -a• .5 3'- yr L �- W-be L ej-io irr bE3 b b b FLOOR PLAN &DEMO PLAN 1/4" - -0. 5 SPACE LAYOUT PLAN V NEW DOOR 4 CASE WOOD FRAME YVD -I FINISH. 6388 - Rc�15Tc.n�. 1 ARCHITECT DAVID RANDALL EELY STATE OF WASHINGTON THI ?O WN' REPRESENTS A PROPRIETARY XSIGN QAN 9Y T•4 ARCHITECT ANC SHALL NOT BE LSEO ON OT N PROJECTS FOR ADOiT;ONS TO THIS PROJECT OR F COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY PR; AGREEMENT IN *F .'I NG RMSIONS DATE I ADD.1 04/21/04 BLDG. PERMIT 4 C44AWPE PLV. 01114104 CITY PEC ET D Kwn A MAY 17 2004 PERMrr cENm :1 ISSUE DATE: 14 MAY 2004 DRAWN BY: RNS, DRS CHECKED BY: DRS ct 1 d � O m Z� mumps O Q W Z 2 4-1c W Q, 3 2 o a m cri DEMO PLAN FLOOR PLAN LAYOUT PLAN 6388 - Rc�15Tc.n�. 1 ARCHITECT DAVID RANDALL EELY STATE OF WASHINGTON THI ?O WN' REPRESENTS A PROPRIETARY XSIGN QAN 9Y T•4 ARCHITECT ANC SHALL NOT BE LSEO ON OT N PROJECTS FOR ADOiT;ONS TO THIS PROJECT OR F COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY PR; AGREEMENT IN *F .'I NG RMSIONS DATE I ADD.1 04/21/04 BLDG. PERMIT 4 C44AWPE PLV. 01114104 CITY PEC ET D Kwn A MAY 17 2004 PERMrr cENm ISSUE DATE: 14 MAY 2004 DRAWN BY: RNS, DRS CHECKED BY: DRS 12'-0" t EXISTING 21'-0" t G PROJECT NUMBER: 0 9 -1 SHEET NUMBER: N BCALE: A2sO „ 5 4 r-o• rjpv SGT• GEILIN6 PLAN NOTES FINISH SCHEDULE WALLS D DOORS KNDOI6 GEILIN6 FLOOPiN6 B BASE N NORTH S SOUTH E EA5T W WEST P POOR5 T TRIM K 0-4 1 113-1 P P -I P P -1 P P -1 P P -1 V VV -I H HD -1 P P--4 A ACT -1 05E E. GEILIN6 IN SUITE 205. PATCH AND EXTEND E. CEILINv GRID AS REQUIRED TO PROVIDE 5V5PENDED A.G.T. CEILING FIN15H THROU &H SUITE 5PACE5. 0U5E A <,T TILE TO MAT;,H EXIST.) I FINISH SCHEDULE No„E` i6� P -I ON 5 -1 20. NORTH WALL PAINT SASHES (E) ININDOV45 —I P -4 — 7 , , %II I v ' A I I /� E3 - P -1 ON (N) 6A.B. 21. 'WEST WALL (N) DOOR ■_6r . (E) WINDOWS P -4 ON SASHES — �N 0 1 13- -� 17. WEST WALL (N) METAi- STUD HAIL F-I ON (N) DOOR K G.W.B. ON (N) G.W.B. d JAMB GO (N) FRAM I N6. HD -I 18. EAST WALL P -I ON m 15 .H.B. 1) GEILIN6 FIN15H ANC' MOUNTING HEIGHT5 ARE M516NATED AS 1`01.1-01615 I (7HT 2) GEILIN6 HE16HTS ARE TO FACE OF FIN15H FOR SUSPENDED SYSTEMS AND FACE OF STRUCTURAL FRAMIN6 FOR DIRECT ATTACHED SYSTEMS. 3) SUPPORT FOR 5U5PENDED GVV GEILIN6 SYSTEMS ARE PER DETAIL 4) ALL SUSPENDED GE I L IN65 SHALL 13E SEISMICALLY BRACED AND TIED PER DETAIL5 I T e 5) L16HT FIXTURES SHALL HAVE TIE WIRES PER COPE AND PER DETAILe 7 6) PROVIDE LIGHTS ON EMERGENCY CIRCUITS A5 REQUIRED BY CODE OR LOCAL AUTHORITY. VERIFY LOCATIONS WITH ARCHITECT. l) SUPPORT FOR ACT PER DETAIL @7 8) VERIFY LOGATION OF ALL HVAG 0IFFU5ER5 i 6RILLE°5 PV ARCHITECT PRIOR TO INSTALLATION A) PROVIDE NEW L&4TING AND CONTROLS PER NIA. STATE NREC, LOCAL 5HITCHE5 ARE REOD. FOR ALL PRIVATE OFFICES. CENTRAL 5HIT04ING 15 ACCEPTABLE FOR OTHER AREAS. PROVIDE DUAL LEVEL 51NITCHING FOR ALL MULTI -LAMP FLUORE5GENT FIXTURES. PROVIDE SEPARATE CONTROL -5 FOR DAYL16HT ZONE-5 (PER NIA 5TATE NREC) 10) REMOVE ALL GEILIN6 FIN151$5, L16HTIN(5 AND EXISTIN6 HVAG DIFFU5ERS IN TENANT 5PAGE W). INSTALL NEW EIN15HE5 PER PLANS. II) COMMON AREA GL65. AND L15HTING ON 2nd FLOOR ARE NEW AND NOT UNDER THI5 PERMIT OR SCOPE OF WORK. GEILING5 AND LIGHTING IN BROTHERBAND, IN(,. AND TENANT SFAGE5 210, 225 ! 230 ARE UNDER THI5 TENANT IMPROVE PERMIT. 12) VERIFY PAPER FACED ROOF INSULATION FOR COMPLIANCE H/ , ',URRENT FLAME SPREAD AND SMOKE DEVEL. RATIN65. OVERLAY NON- 4,0MPLYIN6 INSULATION Ii/R -10 FIBER&LA55 BAIT INSUL. AND COMPLIANT FACING IN AREA5 HHERE EXI5TING FIN15HED CEILINGS ARE REMOVED. 13) MODIFY FIRE SPRINKLER SYSTEM IN BROTHMAND, 210,225 d 230 T.I. TO MEET CODE AND FIRE MARSHALL REQUIREMENTS. 1N5TALL ALL NEH 5EM1- REGE55ED SPRINKLER HEADS. 14) 6.C. TO 0E516N AND INSTALL HVAG 5UPPLY ! RETURN DUGT5 AND 6RILLE5. CONNECT SUPPLY TO CENTRAL 5Y5TEM5. SUBMIT PLANS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. GRILLE5 ARE TO BE REGTANGULAR UNITS MOT SLOT UNIT5) CEILING PLAN NOTES &LEGENDS 4' -b 33' -10 1/2 Y L16HT FIXTURE REGE55ED FLUOREl-;raT FIX711RE EXIT 5I6N HVAG FIXTURE LEGEND El 2'X 2' RETURN GRILLE The DfftiT R.A. W I' X 2' RETURN GRILLE u er R.A. iect X 2' SUPPLY DIFFUSER Amh.(� P. So S.A. 4" X 4' SUPPLY DIFFUSER 7 9 8 3 Le 1ff NE S.A. JUN - 2 20x4 AS W)1LU O Q Z zi O O Q u; fa 2 4 - a m CL y � W d v REFLECTED CEILING PLAN r'EGISI LREG ARCHITECT DAVID RANDALL SEELY STATE OF WASHINGTlN THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN O'NNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY PR AGREEMENT iN VF 'ING. REVISIONS NO. oES w I "N A Avv. 1 04121/04 R.M. PERMIT i o fWV.O5n4/04 aE Cmm CITY of TUKW7LA MAY 1 1 2004 PERAAIT cem ISSUE DATE: 14 MAY 20(6, DRAWN BY: RNS CHECKED BY: AR5 PROJECT NUMBER: 20405w00 • SHEET NUMBER: INTERIOR ELEVATIONS scA [2dO REFLECTED CEILING PLAN N SCALE: A2wl .. M..r,�._.'..y •'I • ... pr./.- • .►.. t_.r. A... r•. <w,.�••<... .N AI.. �. -w •♦ r ,... M...1A ♦��.i/y.♦ A...► v X. ....� < Mr -40 ~ or ` au� uaiY nay nn Redmond, TA 98052 (425) 881 -7506 SCALE: No, 16 mail@driftmier.com %IV 16. NORTH WALL 22. EAST WALL 23. SOUTH WALL 19. SOUTH WALL 13- -� 17. WEST WALL (N) METAi- STUD HAIL F-I ON (N) DOOR K G.W.B. ON (N) G.W.B. d JAMB GO (N) FRAM I N6. HD -I 18. EAST WALL P -I ON m 15 .H.B. 1) GEILIN6 FIN15H ANC' MOUNTING HEIGHT5 ARE M516NATED AS 1`01.1-01615 I (7HT 2) GEILIN6 HE16HTS ARE TO FACE OF FIN15H FOR SUSPENDED SYSTEMS AND FACE OF STRUCTURAL FRAMIN6 FOR DIRECT ATTACHED SYSTEMS. 3) SUPPORT FOR 5U5PENDED GVV GEILIN6 SYSTEMS ARE PER DETAIL 4) ALL SUSPENDED GE I L IN65 SHALL 13E SEISMICALLY BRACED AND TIED PER DETAIL5 I T e 5) L16HT FIXTURES SHALL HAVE TIE WIRES PER COPE AND PER DETAILe 7 6) PROVIDE LIGHTS ON EMERGENCY CIRCUITS A5 REQUIRED BY CODE OR LOCAL AUTHORITY. VERIFY LOCATIONS WITH ARCHITECT. l) SUPPORT FOR ACT PER DETAIL @7 8) VERIFY LOGATION OF ALL HVAG 0IFFU5ER5 i 6RILLE°5 PV ARCHITECT PRIOR TO INSTALLATION A) PROVIDE NEW L&4TING AND CONTROLS PER NIA. STATE NREC, LOCAL 5HITCHE5 ARE REOD. FOR ALL PRIVATE OFFICES. CENTRAL 5HIT04ING 15 ACCEPTABLE FOR OTHER AREAS. PROVIDE DUAL LEVEL 51NITCHING FOR ALL MULTI -LAMP FLUORE5GENT FIXTURES. PROVIDE SEPARATE CONTROL -5 FOR DAYL16HT ZONE-5 (PER NIA 5TATE NREC) 10) REMOVE ALL GEILIN6 FIN151$5, L16HTIN(5 AND EXISTIN6 HVAG DIFFU5ERS IN TENANT 5PAGE W). INSTALL NEW EIN15HE5 PER PLANS. II) COMMON AREA GL65. AND L15HTING ON 2nd FLOOR ARE NEW AND NOT UNDER THI5 PERMIT OR SCOPE OF WORK. GEILING5 AND LIGHTING IN BROTHERBAND, IN(,. AND TENANT SFAGE5 210, 225 ! 230 ARE UNDER THI5 TENANT IMPROVE PERMIT. 12) VERIFY PAPER FACED ROOF INSULATION FOR COMPLIANCE H/ , ',URRENT FLAME SPREAD AND SMOKE DEVEL. RATIN65. OVERLAY NON- 4,0MPLYIN6 INSULATION Ii/R -10 FIBER&LA55 BAIT INSUL. AND COMPLIANT FACING IN AREA5 HHERE EXI5TING FIN15HED CEILINGS ARE REMOVED. 13) MODIFY FIRE SPRINKLER SYSTEM IN BROTHMAND, 210,225 d 230 T.I. TO MEET CODE AND FIRE MARSHALL REQUIREMENTS. 1N5TALL ALL NEH 5EM1- REGE55ED SPRINKLER HEADS. 14) 6.C. TO 0E516N AND INSTALL HVAG 5UPPLY ! RETURN DUGT5 AND 6RILLE5. CONNECT SUPPLY TO CENTRAL 5Y5TEM5. SUBMIT PLANS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. GRILLE5 ARE TO BE REGTANGULAR UNITS MOT SLOT UNIT5) CEILING PLAN NOTES &LEGENDS 4' -b 33' -10 1/2 Y L16HT FIXTURE REGE55ED FLUOREl-;raT FIX711RE EXIT 5I6N HVAG FIXTURE LEGEND El 2'X 2' RETURN GRILLE The DfftiT R.A. W I' X 2' RETURN GRILLE u er R.A. iect X 2' SUPPLY DIFFUSER Amh.(� P. So S.A. 4" X 4' SUPPLY DIFFUSER 7 9 8 3 Le 1ff NE S.A. JUN - 2 20x4 AS W)1LU O Q Z zi O O Q u; fa 2 4 - a m CL y � W d v REFLECTED CEILING PLAN r'EGISI LREG ARCHITECT DAVID RANDALL SEELY STATE OF WASHINGTlN THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN O'NNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY PR AGREEMENT iN VF 'ING. REVISIONS NO. oES w I "N A Avv. 1 04121/04 R.M. PERMIT i o fWV.O5n4/04 aE Cmm CITY of TUKW7LA MAY 1 1 2004 PERAAIT cem ISSUE DATE: 14 MAY 20(6, DRAWN BY: RNS CHECKED BY: AR5 PROJECT NUMBER: 20405w00 • SHEET NUMBER: INTERIOR ELEVATIONS scA [2dO REFLECTED CEILING PLAN N SCALE: A2wl .. M..r,�._.'..y •'I • ... pr./.- • .►.. t_.r. A... r•. <w,.�••<... .N AI.. �. -w •♦ r ,... M...1A ♦��.i/y.♦ A...► v X. ....� < Mr -40 ~ or ` au� uaiY nay nn Redmond, TA 98052 (425) 881 -7506 SCALE: No, 16 mail@driftmier.com %IV 16. NORTH WALL 22. EAST WALL 23. SOUTH WALL 19. SOUTH WALL S.A. JUN - 2 20x4 AS W)1LU O Q Z zi O O Q u; fa 2 4 - a m CL y � W d v REFLECTED CEILING PLAN r'EGISI LREG ARCHITECT DAVID RANDALL SEELY STATE OF WASHINGTlN THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN O'NNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY PR AGREEMENT iN VF 'ING. REVISIONS NO. oES w I "N A Avv. 1 04121/04 R.M. PERMIT i o fWV.O5n4/04 aE Cmm CITY of TUKW7LA MAY 1 1 2004 PERAAIT cem ISSUE DATE: 14 MAY 20(6, DRAWN BY: RNS CHECKED BY: AR5 PROJECT NUMBER: 20405w00 • SHEET NUMBER: INTERIOR ELEVATIONS scA [2dO REFLECTED CEILING PLAN N SCALE: A2wl .. M..r,�._.'..y •'I • ... pr./.- • .►.. t_.r. A... r•. <w,.�••<... .N AI.. �. -w •♦ r ,... M...1A ♦��.i/y.♦ A...► v X. ....� < Mr -40 ~ or ` au� uaiY nay nn Redmond, TA 98052 (425) 881 -7506 SCALE: No, 16 mail@driftmier.com %IV 16. NORTH WALL 22. EAST WALL 23. SOUTH WALL 19. SOUTH WALL r'EGISI LREG ARCHITECT DAVID RANDALL SEELY STATE OF WASHINGTlN THIS DOCUMENT REPRESENTS A PROPRIETARY DESIGN O'NNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT OR FOR COWLETION OF THIS PROJECT BY OTHERS EXCEPT BY PR AGREEMENT iN VF 'ING. REVISIONS NO. oES w I "N A Avv. 1 04121/04 R.M. PERMIT i o fWV.O5n4/04 aE Cmm CITY of TUKW7LA MAY 1 1 2004 PERAAIT cem ISSUE DATE: 14 MAY 20(6, DRAWN BY: RNS CHECKED BY: AR5 PROJECT NUMBER: 20405w00 • SHEET NUMBER: INTERIOR ELEVATIONS scA [2dO REFLECTED CEILING PLAN N SCALE: A2wl .. M..r,�._.'..y •'I • ... pr./.- • .►.. t_.r. A... r•. <w,.�••<... .N AI.. �. -w •♦ r ,... M...1A ♦��.i/y.♦ A...► v X. ....� < Mr -40 ~ or ` au� uaiY nay nn Redmond, TA 98052 (425) 881 -7506 SCALE: No, 16 mail@driftmier.com %IV 16. NORTH WALL 22. EAST WALL 23. SOUTH WALL 19. SOUTH WALL I. FOR WALLS WITH A(/."TK.AL INSULATION: PROVIDE 3" MIN. AC,iA6TIGAL MINERAL INSULATION UP WALLS TO STRUCTURE (XZ AGRO% U6. OF 5PAGE5 TO 8E 6MATED. PROVIDE GOr'1F'I E IrE ACO*TICAL SEPARATI(-% t 5EAL ALL ."NT5. AC4U5TIC 150LATE THE FOLLOWING: 5PAGE5: MEETING ROOM, CONF. ROOMS, WORK ROOM, TOILETS 4 SHOWER 80015, PRIVATE OFf iGE5 AND WALL5 TO OTHER TENANT5 AND COMMON 5PACE5. 2. OFFICE FURNITURE, SYSTEMS FURNITURE AND C MI:;UTER EQUIPMENT ARE F.O.I.O. 5. PROVIDE FIRE EXTINGUISHERS AND CABINETS A5 RE BY FIRE MAR5HAL. COORDINATE LOGATION5 WITH ANC RECEIVE APPROVAL FROM ARCHITECT PRIOR TO INSTALLATiON MAINTAIN EXISTING EQUIPMENT Of 5ALVAGED UNITS A5 AVA.LABLE. 4. FOR DOOR INFORMATION AND DOOR HARDWARE SEE DETAIL I6 b 2.0 5. FOR WALL DETAILS SEE DETAIL �.o h. INTERIOR ELEVATIONS ON THI5 SHEET WILL BE 51MILAR TO INTERIOR ELEVATION5 IN DETAIL 20 A2.1 FLOOR P NOTES SCALE 6 NONE I 1 i O t i I i I � i I (E) WALL5 4 DOOR5 TO t REMAIN. G F... FPZ i � I ke CENTER WALL ON CENTER WALL ON CENTER OF GLAZING "CENTER OF 5TILE — -- — ----- — — — -- — — — r N FLOOR PLAN &DEMO PLAN .. ON ��C1 i r •I i O ! _"'� NEW WALLS N 16 - 0 8 • NOTE: HEW 5HEETROCK ON NEW WALL FRAMING. PATCH REMAINING WALL5 A5 REQUIRED, PREP AND PAINT ALL WALL5 4 WINDOW5. ALL NEW FIN15HE5 PER FIN15H 56HEOULE I6 PATCH WALLS A5 REQD. TYP. I NEW WALL (FILL IN DOOR OPENING) IYLiiY \� G IN5TALL SALVAGED DOOR AND FRAME TO BE 5AVED FROM (Ei DEMO OF SUITE 210. — rr G � SUITE .205 I .41 UITE 225 I�EW WALLS M e 1 4 t 0 0 in � PATCH YWLLS � r _FILL M OPENING M FLOOR. � AS READ. TYP. � SPACE LAYOUT PLAN 6 L__l _ ji 11 it 1 II j l I 'n 11 II j 1 1 i II t 1 1 1 L - - - -� 4* J t 1� II I 1 � 1 (E) WALL5 j ► (E) WALL5 4 (E) WALLS + (i TO BE DET•'IOED. i DOOR5 TO TO BE DEMOED. 1 ! REMOVE DEBRIS. t t REMAIN. REMOVE DEBR15. 1 1 I . 5TRUGT. COLUMN REMOVE (E) DOOR, TO REMAIN. ii ' 2' �► 1 � O , (E) FRAME t (E) 1 I CLOSET WALLS. =4- i 1 SUITE 205 PF Ij Ul E 225 II �1 It 1 1 11 I 1 I I 1 1 Jl r -l LL5 4 0 I l d pVt� 1 1 DOOR5 TO REMAIN. I 1 I 1 1 _ I � • 1 lo Of `� ii i 1f �C� ii 1 i ii \\` I j NOW j II 1 11 __ I I' �---- - - - - -- -- II 1 II - _ .r 1 — — — 1 U — _ L REMOVE (E) DOOR, REMOVE (E) DOOR, (E) FRAME 4 (E) 1 (E) FRAME 4 (E) GLAZING. GLAZING. 0 cs I.�1M �r A I'C�11�, P. So 7983 Leary Way NE Redmond, NA 98052 (425) 881 -7506 mail @driftmier.com X358 , tuIt' 0 K E D A.RC'HITEC 0AV10 RANDALL SEE& jTA,TE OF WASHINGTON THIS DOCLWNT REP RE%VTS A PROPRIETARY DESIGN O�E B Y T4E ARCH; AND L R PROJECTS FOR A00'T ONS TO �NS PROjECT OR FOR COW ETI OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AG4EI3ENT IN MR' T I NG REVISIONS N07. 1 cm A ADv. I 04/21/04 8L06. FEWIT 4 CIO 46E ORDER REV. 051/14104 IRECEM MAY 1 7 1004 0W ISSUE DATE. 14 MAY 2004 DRAWN 8Y: RNS, ORS CHECKED BY: CRS PROJECT NUMBER: 20405.00 - - I&II - - !. SHEET NUMBER: N SCALE: A2 1 /490 99 5 Oq w. .. .....•u.+- ......... .. . w, . ...� r ... +w •. •.w .+n r +. r.....,.�,. rrl... w. -r.i.r •rrr.a•+. +M- .,.4...A��III.�r�� ..i: i... ...• �1.:.1..:..9�.1 �. . wrr it .wM.�r..•.v..a � _ 1« .v !'�. Y �. .a+.. The Dhftniie.L W N iz 2 uj cc Z ceo 3Z g m � DEMO PLAN FLOOR PLAN LAYOUT PLAN X358 , tuIt' 0 K E D A.RC'HITEC 0AV10 RANDALL SEE& jTA,TE OF WASHINGTON THIS DOCLWNT REP RE%VTS A PROPRIETARY DESIGN O�E B Y T4E ARCH; AND L R PROJECTS FOR A00'T ONS TO �NS PROjECT OR FOR COW ETI OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AG4EI3ENT IN MR' T I NG REVISIONS N07. 1 cm A ADv. I 04/21/04 8L06. FEWIT 4 CIO 46E ORDER REV. 051/14104 IRECEM MAY 1 7 1004 0W ISSUE DATE. 14 MAY 2004 DRAWN 8Y: RNS, ORS CHECKED BY: CRS PROJECT NUMBER: 20405.00 - - I&II - - !. SHEET NUMBER: N SCALE: A2 1 /490 99 5 Oq w. .. .....•u.+- ......... .. . w, . ...� r ... +w •. •.w .+n r +. r.....,.�,. rrl... w. -r.i.r •rrr.a•+. +M- .,.4...A��III.�r�� ..i: i... ...• �1.:.1..:..9�.1 �. . wrr it .wM.�r..•.v..a � _ 1« .v !'�. Y �. .a+.. The Dhftniie.L r CEILING PLAN NOTES 1) CEILING FIN154 AND MOUNTING HEI�5HTS 4) PROVIDE NEW 1-164TING AND CONTROLS PER NA. STATE L1 67HT F LE6END ARE DE516NATED AS FOLLOWS: NREC. LOGAL SWITGHE5 ARE REOD. FOR ALL PRIVATE I T LU OFFICES. CENTRAL SWITCHIN6 15 ACZEPTA15LE FOR g .2) CEILING HEIGHTS ARE TO FACE OF FIN15H OTHER AREAS. PROVIDE DUAL LEVEL SWITCHING FOR ALL RECESSED FLUORESCENT FIXTURE FOR 5U5PENDED 5Y5TEMS AND FACE OF Q MULTI -LAMP FLUORE FIXTURES. PROVIDE SEPARATE Z Q STRUGTURAL FRAMING FOR DIRECT ATTACHED i � CONTROLS FOR DAYLkSHT ZONES (PER WA STATE NREG) , SYSTEMS. EXIT SIGN 8) SUPPORT FOR 15rENDEO GWB CEILING 10) REMOVE ALL CEILING FIN15HE5, LIGHTING AND EX15TW -, SYSTEMS- ARE PER DETAIL HuAG DIFFUSERS IN TENANT SPACE W). INSTALL NEW w ft*4 FINISHES PER PLANS. 4) ALL SUSPENDED CEILINGS SHALL BE 11) CO +VN AREA GL66 AND LIGHTING ON 2nd FLOOR ARE NEW 5E15MI( ALLY BRACED AND TIED PER DETAILS ®Q � AND NOT UNDER TH15 PERMIT OR 5COPE OF NORK. CEILINGS AND LIGHTING IN BF«;THFRBAND, INC. AND TENANT SPACES 210, HVAG FI XTURE LE6END 225 t 230 ARE UNDER THI5 TENANT IMPROVEMENT PERMIT. , 5) LIGHT FIXTURES SHALL HAVE TIE WIRES PER CODE AND PER DETAIL 12) VERIFY PAPER FACED ROOF INSULATION FOR COMPLIANCE 2' X 2' RETIJRN GRILLE W/GURRENT FLAME 5PREAD AND SMOKE REVEL. RATINGS. b) PROVIDE L16HT5 ON EMERGENCY GIRC,UIT5 OVEw -AY NON- C40MPLYING INSULATION NR -10 FIBERGLA55 BATT R `� AS REQUIRED BY CODE OR LOCAL AUTHORITY. M L. AND COH:`-IANT PAGING IN AREAS WERE EX15TING VERIFY LOCATIONS WITH ARCHITECT. FIN15HED CEILINGS ARE REMOVED. V X 2' RETURN GRILLE - 1) 5UPPORT FOR ACT PER DETAIL J3) MODIFY FIRE SPRINKLER SYSTEM IN BROTHERBAND, 210,225 8 R.A. 230 T.I. TO MEET (ODE AND FIRE MARSHALL REGUIREMENT5. 2' X 2' SUPPLY DIFFUSER 6) VERIFY LOCATION OF ALL HVAG DIFFU5ER5 a INSTALL ALL NEH 5EMI- RECE55ED SPRINKLER HEADS. +' GRILLES W/ ARCHITECT PRIOR TO IN5TALLATION 5.A. 14) G.G. TO DE516N AND INSTALL HVAC SUPPLY d RETURN DUCT5 AND GRILLES. CONNECT SUPPLY TO CENTRAL 5Y5TEM5. 50MIT 4' X 4' SUPPLY DIFFUSER PLANS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. S.A. C- RILLE5 ARE TO BE RECTAN6ULAR UNITS (NOT SLOT UNIT5) CEILING PLAN NOTES &LEGENDS SCALE : NONE 4 Q Q 1 4 1- 6 0 1 33' -10 1/2" Dfiftn AmhftecLs, P s. 7983 Leary Way NE Redmond, RA 98052 (425)881-7506 mail @driftmier.com 33'-O` r I I 6328 RCHITECT DAVID RANDALL SE STATE OF WASHINGTON THIS DWIMENT REPRESENTS A PROM ETARY DESIGN 01NrED BY THE ARCW TECT AND SHAM NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TC THIS PROJECT OR FOR COMP,ET,JN OF TH!S PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT .N W ITING. �A� ENEn TUKVVrtA MAY 1 7 2004 PERMIT ceam F TE: 14 MAY 2004 Y: RNS BY: 6R5 PROJECT NUMBER: 20405.00 j I REFLECTED CEILING PLAN - SUITES 205 & 225 SCAL -I 5 REVISIONS No. DEWAM" I a►1c A mm. i 04nVO4 BLD6. PERMT t GiANf£ ORD6t RP1/. 05JI4104 w}�.. Va.. ..�'� ,,..+.yi, �i -. _... ..1 �..��+�' 1�►•�• M• - vim. lug SHEET NUMBER, A2.3 sow. LU V= g 10 m Q � Z Q Z i � m 3y g o ft*4 4Q1 REFLECTED CEILING PLAN 33'-O` r I I 6328 RCHITECT DAVID RANDALL SE STATE OF WASHINGTON THIS DWIMENT REPRESENTS A PROM ETARY DESIGN 01NrED BY THE ARCW TECT AND SHAM NOT BE USED ON OTHER PROJECTS FOR ADDITIONS TC THIS PROJECT OR FOR COMP,ET,JN OF TH!S PROJECT BY OTHERS EXCEPT BY PRIOR AGREEMENT .N W ITING. �A� ENEn TUKVVrtA MAY 1 7 2004 PERMIT ceam F TE: 14 MAY 2004 Y: RNS BY: 6R5 PROJECT NUMBER: 20405.00 j I REFLECTED CEILING PLAN - SUITES 205 & 225 SCAL -I 5 REVISIONS No. DEWAM" I a►1c A mm. i 04nVO4 BLD6. PERMT t GiANf£ ORD6t RP1/. 05JI4104 w}�.. Va.. ..�'� ,,..+.yi, �i -. _... ..1 �..��+�' 1�►•�• M• - vim. lug SHEET NUMBER, A2.3 sow. BU �D N G REMO PERMIT SET DES CODES AND LOADING: UNIFORM BUILDING CODE (19g7 EDITION) LIVE LOADS. ROOF 25 P5F FLOOR - 50 P5F LATERAL LOAD5- WIND- 80 MPH, EXP B 5E15MIC. ZONE 3, UBC -97 Z =.3, I =1.0, R =4.5, 501L TYPE =5d M15C LOADS. PARTITIO f 20 P5F CsENEM: THE 1997 UNIFORM BUILDING COD`- AND 5TANDARD5 514ALL GOVERN ALL MATERIALS AND WORKMANSHIP. ALL TEMPORARY SNORING OR BRACING 15 THE RESPONSIBILITY OF THE CONTRACTOR. THE DRAWINGS REFLECT THE FINAL FIN15MED CONDITION OF THE STRUCTURE. STRUCTURALL, STEEL= TUBE COLUMNS: ASTM A500 GRADE B (Fy =46000 ALL OTHER STEEL- ASTM A36. ALL STAINLESS STEEL 316L (Fy =30,000 psi). ALL BOLTS. ASTM A325 U.N.O. ALL ANCHOR BOLTS: ASTM A36, U.N.O. ANCHOR BOLTS SHALL BE PLACED ACCURATELY INTO FINAL POSITION PRIOR TO POURING CONCRETE. ADDING BOLTS AFTER A POUR OR 'WET STICKING' 15 NOT ALLOWED. ONE COAT OF APPROVED SHOP PAINT MINIMUM TO ALL STEEL NOT MUDDED IN CONCRETE, FABRICATION AND ERECTION SMALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE A15C (A5D) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL WELDING SNAIL MEET AW51WAB0 CODES FOR ARC WELDING IN BUILDING CONSTRUCTION, EXCEPT AS SPECIFIED IN THE SPECIAL PROCEDURE OF T1415 SECTION, ELECTRODES MAY BE E70 MINIMUM WELDS SHALL BE 3/16' OR AS NOTED IN SECTION J.2b OF AISC (W WICMEVER 15 LARGER) THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE THE GENERAL CONSTRUCTION. WHERE CONDITI0145 ARE NOT SPECIFICALLY DETAILED, SIMILAR CONDITIONS SHALL BE USED AT THE D15CRET04 AND ALL WELDING OF 5TAINLE55 STEEL SMALL USE EX4 ELECTRODE5 WITH A GMAC PROCE55 APPROVAL OF THE ARCWTECT AND ENGINEER. f IELD AND 5140P WELDING 514AL.L BE PERFORMED BY AWS/WABO CERTIFIED WELDERS. THE CONTRACTOR 15 RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, METHODS, AND SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK. AUE ENGINEERS HAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO EPxY EI13EDMIENTS: PROVIDE REVIEW OF THE CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF T14I5 PROJECT. NILTI WY-150 OR APPROVED EQUAL SMALL BE USED WHERE EPDXY GROUT 15 SPECIFIED. IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR MANUFACTURER'S RECOMMENDATIONS AND ICED No. ER -5193 SMALL BE FOLLOWED DURING THE PREPARATION AND SMALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL INSTALLATION OF ALL GROUTED BOLTS AND REINFORCING BARS. RESPONSIBILITY FOR THE COST TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF WITH ARCHITECTURAL, MECHANKAL, AND ELECTRICAL DRAWINGS. THE ARCHTTECTURAL DRAWINGS SMALL BE REFERFNCED FOR WALLS, FINISHES AND DIMENSIONS. DIMt] S06 PROVIDED ON RWF r SWATOG: THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. 5/8' NOMINAL ROOF SMEATHNG 15 REQUIRED. DRAWINGS ARE NOT TO BE SCALED. ALL ROOF SHEATHING MUST BE APA RATED PLYWOOD SHEATHING (32/16 MIN.), EXPOSURE I, SIZED FOR SPACING. SHM DRAWW.,&.. PANELS SHALL BE INSTALLED WITH 114' SPACING AT END JOINTS AND IN SPACING AT EDGE JOINTS MINIMUM. SHOP DRAWINGS ARE SPECIFICALLY REQUIRED FOR THE FOLLOWING ITEMS REINFORCING STEEL v9d CZ?MMON (0.145' DIA. WITH 1 3/4' MIN. EMBEDMENT INTO SUBSTRATE) AT 6' O.C. AT SUPPORTED PANEL EDGES AND 12' STRUCTURAL STEEL O.C. AT INTERMEDIATE SUPPORTS U.N.O. ON DRAWINGS ARE REQUIRED. SUBMIT MIX DES" FOR REVIEW PLYWOOD 514EAT14ING SMALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. THESE DRAWINGS SMALL BE SHITTED TO THE STRUCTURAL ENGINEER AND ARC141TECT FOR REVIEW. THE REVIEW WILL BE STRUOURAI. UAW: FOR THE DESIGN INTENT ONLY. THE 54OP DRAWINGS 514ALL BE SUBMITTED BEFORE PROCEEDING WITH FABRICATION AND SHALL ALLOW TWO WEEKS MINIMUM FOR REVIEW. WE WILL REVIEW ONLY ONE REPRODUCIBLE SET AND ONE COPY TO BE MUCTURAL 110100 GRADM RETAINED BY AUE. JOISTS---------------- - - - - -- H 92 BEAMS AND POSTS -------------- H.F. II FOOTING AND FOUNDATION LOADING: STUDS ----------------------- M.F. B2 OR BETTER. SOILS REPORT: WA ALLOWABLE SOIL BEARING PRE55URE- ----------------------------------------- - - - -I" PSF (ASSUMED) SPECIFIED 501L TYPE --------------------------------------------------------- Sd ALL SOIL CRITERIA MUST BE VERIFIED IN THE FIELD, ALL DATA L15TED WAS ASSUMED PER INFORMATION PROVIDED. ALL FOOTING DIMENSIONS AR MINIMUMS. ALL FOOTINGS 514ALL REST OR COMPACTED STRUCTURAL FILL OR UNDISTURBED EARTH WHERE SHOWN IN THE 501 REPORT. REINFORCED CONCRETE: 1" M CONCRETE PPKIPE MI5 MINIMUM STRUCTURAL CONCRETE: f c - 3 psi, (28 -DAY STRENGTH (F'c)) SLAB ON GRADE: F'c = 2 psi Gd3*RAN. RF11Rd'�NTS: ALL EXTERIOR, EYP05ED CONCRETE SMALL RAVE SZ - AIR ENTRAINMENT. CONCRETE SLUMP SMALL BE T MAX PRIOR TO ADDITION OF ADMIXTURES AND 8' MAX SLUMP AFTER ADDITION CALCIUM CHLORIDE MAY NOT 6E USED NOMINAL AGGREGATE 51ZE SH&L BE LIMITED TO 3/4' MAXIMUM, O.N.O. OR AS APPROVED BY THE ENGINEER. ALL CONCRETE 514ALL HAVE 51/2 SACKS MINIMUM OF CEMENT PER CUBIC YARD AND A MAXIMUM WATER/CEMENT RATIO =0.47. FLYASH MAY BE USED TO REPLACE UP TO A MAXIMUM OF 1A OF CEMENT BY WEIGHT. CONCRETE COVER FOR REWQI ft STEEL 15 AS FOIL FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE: 3' FORMED SURFACES IN DIRECT CONTACT WITH EARTH. 2' BEAMS, COLUMN5, AND SMACES EXP05ED TO WEATHER: 1 1/2' 5LA85 AND WALLS ( INTEROR FACE)- 3/4' REINFORCING STEEL: Cjx RAL RWUIRE3 STANDARDS FOR ALL REINFORCING STEEL.- ASTM A615 GRADE 60. ALL TIMBER DIMENSIONS NOTED ARE NOMINAL. WALL. NOES: NAIL 15/32' EXTERIOR WALL APA RATED SHEATHING (32/16) W/10d COMMON (0.148' DIA. WITH 1 3/4' MIN. EMBEDMENT INTO SUBSTRATE) MINIMUM NAILING WHEN NOT SPECIFIED 514ALL BE 10d 0 6' O.C. AT ALL BLOCKED PANEL EDGES AND 12' 0,C. AT INTERMEDIATE SUPPORTS (IN FIELD), STAGGER ALL 514EATWING EDGES AT STUDS. Rc�oF DEM AND M ..DING: ROOF DECK ---------------------------- - - - - -1 1/2 ' DEEP 22 GAUGE X 36' WIDE. ALL DECKS TO BE CONTINUED OVER AT LEAST THREE SPANS UNLE55 OTHERWISE 50 INDICATED ON THE DRAWING5. PROVIDE (4) 1/2' DI PUDDLE WELDS PER 36 WIDTH OF DECK OVER EACH SUPPORT. PROVIDE 1 I /2' LONG TOP SEAM WELDS 0 24' O.C. PROVIDE Ilt DIA. MARGINAL PUDDLE WELDS 0 12' O.C. USE E60 SERIES ELECTRODES FOR DECK WELDING. SPECIAL. INSPECTIONS: GOIR& RmJIR T'3� ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENT5 OF UBC CHAPTER 17. ALL INSPECTION5 AS REQUIRED BY SECTION 109 OF THE UNIFORM BUILDING CODE ARE REQUIRED. INSPECTIONS SPECIFIED IN TMESF NOTES ARE IN ADDITION TO THESE INSPECTION5. CITY INSPECTION 15 NOT A SUBSTITUTE FOR 5PECIAL IN5PECTION. ANY WORK WHICH WAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL INSPECTOR AND /OR THE CITY INSPECTOR 15 SUBJECT TO REMOVAL OR EXPOSURE. WHERE SPECIFICALLY REQUIRED, CONT04JOU5 IN5PECTION 15 REQUIRED DURING THE PERFORMANCE OF THE WORK. THIS MAY BE A REQUIREMENT OF THE BUILDING CODE / LOCAL JURISDICTION OR THE MANUFACTURER. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION SPECIFIED AND SNAIL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL. THE CONTRACTOR 15 RE5PW5IBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR OR CITY INSPECTOR AT L.EA5T ONE WORKING DAY BEFORE THE WM 15 TO BE PERFORMED UNLESS OTHER CONDITIONS ARE AGREED UPON. 1=09 I aF TIC SM& M8P6CTGRs THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A WA514INGTON LICENSED CIVIL ENGINEER. THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST PERSONALLY OBSEIM ALL OF THE WORK REPORTED ON. THE SPECIAL INSPECTOR SMALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. ANY DISCREPANCIES SMALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND ENGINEER. THE FINAL REPORT SHALL BE SIGNED BY A WASHINGTON LICENSED CIVIL ENGINEER AND SHALL STATE THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WMKMAN5141P PROVISIONS OF UBC. ALL WOOD ADJACENT TO OR WITHIN I' OF CONCRETE OR CMU OR WITHIN 6' OF EARTH 5MALL BE TREATED WITH AN APPROVED PRESERVATIVE. MILD STEEL PLATE WASHERS ARE REQUIRED AT ALL BOLTS AND NUTS BEARING ON WOOD EXCEPT THAT CUT WASHERS SMALL BE PROVIDED AT SILL PLATES. ALL MINIMUM NAILING SMALL MEET THE REQUIREMENTS OF TABLE 23- II -B -1 OF THE UBC U.N.O. ALL NAILS ARE TO BE 'COM MOW (10d NAIL DIAMETER TO BE 0.148', 16d DIAMETER TO BE 0.162 NAILS PLACED IN TREATED TIMBER SMALL BE GALVANIZED. ALL FRAMING CONNECTORS NOTED ARE PER SIMPSON STRONG TIE COMPANY INC. OR ENGINEER APPROVED EQUAL. FOLLOW ALL MANUFACTURER`5 REQUIREMENTS AND RECOMMENDATIONS. ALL TREATED WOOD SMALL BE BRANDED WITH A QUALITY CONTROL AGENCY MARK BY AMERICAN WOOD PRESERVERS BUREAU OR EQUAL. A MINIMUM OF TWO CRIPPLE STUDS SMALL BE USED UNDER EACH 51DE OF ALL 4x HEADERS, U.N.O. A MINIMUM OF THREE STUDS ARE REQUIRED UNDER ALL 6% BEAM, GLB, OR GIRDER TRU555, U.N.O. INTERIOR BEARING WALLS ARE TO BE 2x4 @ 12 O.C. U.N.O. EXTERIOR STUD WALLS ARE TO BE 24 0 16 O.C., U.N.O. 51MP50N'5 'AC' CONNECTOR SMALL BE USED FOR BEAM TO P05T CONNECTION WHERE BEAM SPAN 15 4'41 OR GREATER, ALL TOP PLATE SPLICES SHALL BE EITHER A SIMPSON ST2215 OR 4'4 MINIMUM LAPPED PLATES WITH (10) 16d EACH SIDE OF SPLICE. DETAILING (BENDS, NOOKS SkAYS, ETC) 514ALL BE N ACCORDANCE MTN ACI 36 AND 318 (LATEST EDITION) . MINIMUM LAP AT ALL CONTINOUS REINFORCEMENT: 30 BAR DIAMETERS OR 1' -6' U.N.O. CORNER BAR5 SMALL BE PROVDED AT ALL CORNERS AND WALL OR FOOTING INTERSECTIONS. CORNER BAR LAPS SHALL BE A MINIMUM OF 30 BAR DIAMIElER5 OR 1 ALL OPENINGS IN CONCRETE 9.AB5 WALLS, ETC. MUST HAVE (2) 05 MIN U.N.O. TRIM BARS ALL AROUND THE OPENING. TRIM BARS MUST EXTEND 2 PAST EVERY CORNER. FIELD BENDING OF BARS PARIALLY EMBEDDED IN HARDENED CONCRETE 15 NOT ALLOWED UNLESS APPROVED BY THE STRUCTURAL ENGINEER STANDARD FOR ALL WELDED MIRE MESH: ASTM A -165 LAP ALL EDGES 1 I/2 MESH MINIMUM ALL REINFORCING STEEL SNAIL BE FREE OF GREASE, OIL, OR MUD, ETC. AT THE TIME OF CONCRETE PLACEMENT. INTENDED COATINGS SMALL BE PER PLA05 OR APPROVED BY ENGINEER. A.B. ANCHOR BOLT CLR. CLEAR ABV. ABOVE CMU CONC MASONRY UNIT ADD'L ADDITIONAL COL. COLUMN ADJ. ADJACENT CONC. CONCRETE ALT. ALTERNATE CONK. COLLECTION APPRX APPROXIMATE CONST. CONSTRUCTION ,ARCH ARCHITECTURAL CONT. CONTINUOUS 0 AT CTSK. COUNTERSINK B. BOTTOM d PENNY (NAILS) B.F. BRACED FRAME DBL. DOUBLE BEL. BELLOW D.F. DOUGLAS FIR BLDG. BUILDING ,, DIA. DIAMETER B.N. BOUNDARY NAIL DI AG. DIAGONAL BNDRY. BOUNDARY DIAPH. DIAPHRAGM B.O. BOTTOM OF... do DITTO (DO OVER) 8RDG. BRIDGE(ING) 0 DEPTH BRG. BEARING DWG. DRAMNNG B/W BETWEEN OWL. DOWEL CAM. CAi BER(ED) O.N. EXIST ING MEMBER CANT. CANTILEVERED). g-) WELDED THREADED STUD C.G. CENTER OF GRAVITY E.F. EACH FACE C.I.P. CAST M PLACE E.J. EXPAWAON JOINT C.J. CONTROL JOINT E7"BD. EMBIM(DM'1ENT) CL CENTERLINE EL, ELEVATION E.N. EDGE NAIL N.F. HEM -FIR MFR. MANUFACTURER 5MT. SHEET U.N.O. UNLE55 OTHERWISE NOTED ENG. ENGINEER MGR. MANGER MTL. METAL 59TG SHEATHING VERT. VERTICAL EQ. EQUAL HORZ HORIZONTAL (N) NEW MEMBER SIM. 51MILAR VFY. VERIFY E.5. EACH SIDE 1450 14" STRENGTH BOLT N.5. NEAR 510E 5KW. 5KEW(ED) WI/ WITH EXIST. EXISTING (A325 U.N.O.) N.T.5. NOT TO SCALE 5PG. SPACING WINS WELDED HEADED STUD EXT. EXTERIOR I.F. INSIDE FACE O.C. ON CENTER 50. SQUARE W.P. WORK POINT FIFE FIRSHED FLOOR ELEV MT INTERIOR O.F. OUT5IDE FACE 55 SELECT STRUCTURAL W5 WESTERN SERIES FAB. FABRICATION JST. J06T O.N. OVERHANG STD. STANDARD WTS WELDED THREADED STUD FND. FOUNDATION JT. JOINT OVG OPENING STGR. STAGGER wWF WELDED WIRE FABRIC FIN. FINISM(ED) K KIPS (1000 POUNDS) MT. ORIENTATE(ION) STIFF. STIFFENER X -STG EXTRA STRONG FLG. FLANGE LAT. LATERAL PAR. PARALLEL STIR. STIRRUP XX -5TG DOUBLE EXTRA STRONG FLR. FLOOR LDGR. LEDGER P/C PRECAST CONCRETE STL STEEL F.N. FACE NAIL L.F. LINEAL FEET PERP. PERPENDKUILAR 5TRUC. 5TRUCTURE(AL) F.O. FACE OF... LLM LONG LEG HORIZONTAL L PLATE S YM. SYMETRICAL FRMI'G FRAMMKO LLV LONG LEG VERTK.AL PLYWD. PLYWOOD T. TOP F.5. FAR 510E L.S. LAG 5C MN P5L PARALLAM BEAM TOG TONGUE AND GROOVE FTG. FOOTING LSL TIMBER STRAND BEAM P.T. PRE55ME TREAT(ED) THRD. THREAD(ED) GA. GAGE LT. WT. LIGHT WEIGHT P/T P+05T TENSIONED TJ TRUSS JOIST MACMILLAN GALV. GALVANIZED LVL MICROL LAM BEAM QTY. AIANTITY TMP RY. TEMPORARY G8 GRADE BEAM VAS. MA50NRT !REF. REFERENCE T.N. TOE NAIL Gi.8 GLUE - LAMINATED BEAM M1ArL MATERIAL REINF RENNFORO MT T.O. TOP OF... GRD. GRADE M.B. MACAW BOLT (A307) REQFD REQUIRED TRANS. TRANSVERSE G GYPSUM WALL BOARD M.D. MID - DEPTH R.O. ROUGH OPENING TYP TYPICAL UDR. WADER MW M10M LENT RE56TING FRAME SM. "SCHEDULE IUBC INFORM BUILDING CODE N i � STEB. 57UQ5 AND J01M STEEL STUD MANUFACTURERS ASSOCIATION, LATEST EDITION SMALL GOVERN FOR ALL STEEL STUDS t JOISTS SPECIFIED. DEPTH, GAUGE, AND SECTION PROPERTIES OF STEEL STUDS AND JOISTS 514ALL MEET OR EXCEED THOSE OF THE SECTIONS 5PECIFIED. G--60 GALVANIZED COATING PER ASTM A653 15 REQUIRED FOR ALL STEEL STUDS AND JOISTS ALL SECTIONS SMALL BE FORMED FROM STEEL THAT CORRE5POND5 TO THE FOLLOWING REQUIREMENTS! 68 1 54 MIL. T14ICKNE56 (GA6ESI4 1 16) ------------------ - - - - -- ASTM A - 466 GRADE D, YIELD 50 K51 43, 33 1 27 MIL. THICKNE55 (GAGES 18, 20 122) ------- - - - - -- ASTM A -446 GRADE A YIELD 33 K51. ALL TRACKS, BRIDGING, STRAPS ETC. ARE TO BE FORMED FROM STEEL OF THE SAME TH"NE55 AS THE STUDS OR JOISTS TO W W14 THEY ARE ATTACHED, UNO. NUMBER 8 -18 (MINIMUM) HEX OR WAFERHEAD SELF DRILLING SCRB45 OF SUFFICIENT LENGTH TO FULLY PENETRATE ALL MEMBERS BEING ATTACHED SHALL BE USED MINIMUM. DO NOT USE BUGLE HEAD SCREWS FOR METAL TO METAL CONNECTIONS. METAL STUD DESIGNATION 15 THUS: 11 600' - MEMBER DEPTH IN I 1100 INCH (6' ) 'S' - STYLE OF MEMBER (5 s STUD /JOIST, T • TRACK, U s CHANNEL, F - FURRING, CHANNEL) 8 162' - MEMBER FLANGE WIDTH IN I1100 INCH (1425' = I -5/8') %4' - MINIMUM STEEL THICKNE55 IN MILS (54 MILS. = 0.054', OLD DE56NATION OF 16 GA.) ALL FRAMING COMPONENTS SHALL BE SQUARE CUT FOR ATTACHMENT TO PERPENDICULAR MEMBERS. STUDS 514ALL BE INSTALLED IN A MANNER W140 WILL ASSURE THAT ENDS OF THE STUDS ARE P051TIONED AGAINST THE INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. PROVIDE WALL BRIDGING PER MANUFACTURERS SPECIFICATIONS AND AS 51IOWN IN DRAWINGS. JOISTS 514ALL BE LOCATED DIRECTLY OVER STUDS TYPICAL. NO SPLICES ARE PERMITTED IN STUD5. GENERAL ABBREVIATIONS SPECIFIC SPECIAL INSPECTIONS REQUIRED= ALL CONCRETE WHERE THE COM PRES61VE STRENGTH (rc) 15 GREATER THAN 2,500 P51 EXCEPT AT SLAB ON GRADES. PLACEMENT OF ALL BOLTS, REINFORCING OR EMBEDS IN CONCRETE. ALL 5HEATMEL DIAPHRAGMS INCLUDING WALLS, FLOORS, AND ROOFS. ALL EPDXY GROUTING OF BOLTS OR REINFORCING BAR5. ALL WELDING OF STEEL EXCEPT WELDING PERFORMED IN AN APPROVED SHOP. ALL HIGH STRENGTH BOLTING. ANY SPECIAL GRADING, EXCAVATION AND FILLING. THAT 501L CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH SOIL INVESTIGATION REPORT. THAT 501L EXCAVATIONS EXTEND TO DEPTH AND BEARING STRATA. DIA' .LJe1It"1ER: , THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THIS PROJECT ONL AND MAY NOT BE REL15ED IN ANY WAY WITHOUT WRITTEN APPROVAL OF ARMOUR UNSDERFER ENGINEERING. IT 15 OUR INTENT THAT T1415 DESIGN MEETS THE NORMAL STANDARD OF CARE WITHN TH5 INDUSTRY. NO OTHER WARRANTY 15 PROVIDED OR IMPLIED. �pRuVE� va - 2 2 1 i' 'APrAA1 r�� Dfiftniie-r Architects, e s. 7983 Leary flay NE Redmond, WA 98052 (425)881 -7506 mail@driftmier.com ARMOUR UNSDERFER ENGINEERING. LL:C u N SO WASc� �4". 311Id1 GIST i- / 0NA L Z7 �L f Kxpws: 1 -10 -05 13456 5E 27TH PLACE, 0200 BELLEVUE, WA 98005 PP: 425 614 - 0 FAX; 425 04 -0950 04FO- AUE@QWE5T.COM1 AUE 16 F REVISIONS NO. OMMPTION I DATE GFTY MAY 1 7 2004 PERWCENM i A 'i ISSUE DATE: MARCH 1, 2004 DRAWN 9Y: KCC --- _3 CHECKED BY: BU PROJECT NUMBER: 20312 SHEET NUMBER: I soni I . .. 4 rN� — .4,. ..w... .... N.....�w... •A..NV - .v+ • ww� .1..��f ......— .Y. N��y. -.�.r ..•.�•. .�.� ., .. Ywr. •1 . ♦ � a . ..— ..w ♦Mc..�....�iYt r.;,,t .- .`..��•� 1'j . ✓ - 1c' !)�;: � rw•�.... , . ..... .� ., r �:. ��M'^. � +� _ r ,4 W Q 3 � V� c u - U ui C4 W 2 X Z qx -cc O � ARMOUR UNSDERFER ENGINEERING. LL:C u N SO WASc� �4". 311Id1 GIST i- / 0NA L Z7 �L f Kxpws: 1 -10 -05 13456 5E 27TH PLACE, 0200 BELLEVUE, WA 98005 PP: 425 614 - 0 FAX; 425 04 -0950 04FO- AUE@QWE5T.COM1 AUE 16 F REVISIONS NO. OMMPTION I DATE GFTY MAY 1 7 2004 PERWCENM i A 'i ISSUE DATE: MARCH 1, 2004 DRAWN 9Y: KCC --- _3 CHECKED BY: BU PROJECT NUMBER: 20312 SHEET NUMBER: I soni I . .. 4 rN� — .4,. ..w... .... N.....�w... •A..NV - .v+ • ww� .1..��f ......— .Y. N��y. -.�.r ..•.�•. .�.� ., .. Ywr. •1 . ♦ � a . ..— ..w ♦Mc..�....�iYt r.;,,t .- .`..��•� 1'j . ✓ - 1c' !)�;: � rw•�.... , . ..... .� ., r �:. ��M'^. � +� _ r ,4 FLOOR SHEATHING TO MATCH (E) W/ IOdp is' O.C. B ROTHER T< < SET SEE SHEET S0.1 FOR GENERAL NOTES (E) (2) 2x PER PLAN ' PROV PROPER SNORING UNTIL SECURED TO 4x AND PLYWOOD 4x PER PLAN W/ SIMP'50N '1411' WANGER NOTE: PROVIDE PROPER SNORING FOR (E) FLOOR TRUSS WHEN REMOVING BEARING WALL ( E) 2x 4 FLR TRUSS TO 4x i 2x12 1 t II -� (E) FTG, TYP I 1 t 1 1 L J t� t 1P 44 POST WHERE ` BEAM OCCURS ABOVE PROVIDE SIMP50N AB44 X25- i r EPDXY GROUTED BOLT INTO i E 4' SLAB-ON-GRADE, -- r _ J ) N E T �- -- - -J E CONC. WALL MIN EMBED OF 5 - - -- --- - - - --� - fir :, O , (E) BEARING WALL TO BE REMOVED i t t t ! (E) COLUMN FTG, TYP -- - - -� ............ . i 1 i ' t I j � ► i i i FOUNDATION PLAN n.w Nociu SCaIE. NOTE! T4E5E DRAWINGS ARE BASED ON A LIMITED AMOUN OF WORMATION FOR AN (E) BUILDING CONTRACTOR T FIELD VERIFY COIrDTi0N5 AND NOTIFY ARCHITECT AND V CONDITIONS ER IF TIONS ARE OTHER THAN AS .MOWN PRIOR TO MODIFICATION. 'h 2ND FLOOR FRAMING PLAN PLw WFnI SCALE 1 /8'.I' -0 'I.It4 r�� The Dnftrnie Architects, e s. 7983 Leary flay NE Redmond, WA 98052 (425) 881 -7506 mail@driFtmier.com ARMOUR UNSDERFER ENGINEERING, L.LC 0456 5E 27TH PLACE, 4200 BELLEVUE, WA 98005 P►4 425 (614 FAX: 425 04 -)9W iNF0- AUE@QWE5T.00N AUE #360 REVISIONS NO. I DESCRIPTION �I1TE eITy� CW rUKWXA MAY 1 7 2004 [ 2 C�IVTEF F TE: MARCH 19, 2004 Y: KCC BY: BU PROJECT NUMBER: 2 SHEET NUMBER: S2s0 Ex�EY 11-10 -05 -->/, L` lj 0 FLOOR SHEATHING TO MATCH (E) W/ 10d • 0 O.0 . (E) FLOOR SWEAT14ING 4x PER PLAN W/ 51MP50N UY SKEWED HANGER (LOCATE BEAM ,r AT TRU55 PANEL POW) ,I -I T • 2x J015T PER PLAN WW/? SIMPSON %W6 HANGER -- _ .L : 1� _ •1 _ -- _ _ _ J EACH END • • 1 • w • • • I5✓32' PLYWOOD 5NEATING ONE SIDE OF GIRDER TRUSS FULL LENGTH OF IWILL W/ 10d 0 6' 0 C. AT ALL SUPPORTS, TYP 2 4x TO GIRDER TRU55 52.0 SCALE: - 4 3/4' = I'- V - i (E) 5TL PIPE COL � I (E) 32' DP GIRDER b x_ Q v W � OUTLINE OF WALL ABOVE -(E) FLOOR 5NEATMING (E) FLOOR TRU55 WITH S 1155'1 'MIU' KANGER TO BEAM .. r. . ... ,r "r,� YY.• -• ...-• .. w-. --... ... .....- ti .... .. -r • .... w._.� 1. - --•• .+. ♦.. . ^ "A/ .... :^� �'�V.� ��-Y�D7 �' �.. •� • �r � � ~ .... �.�n•M.r • F I M. • • M VAN 3 v? Q j C-C m 3 v=, Z ARMOUR UNSDERFER ENGINEERING, L.LC 0456 5E 27TH PLACE, 4200 BELLEVUE, WA 98005 P►4 425 (614 FAX: 425 04 -)9W iNF0- AUE@QWE5T.00N AUE #360 REVISIONS NO. I DESCRIPTION �I1TE eITy� CW rUKWXA MAY 1 7 2004 [ 2 C�IVTEF F TE: MARCH 19, 2004 Y: KCC BY: BU PROJECT NUMBER: 2 SHEET NUMBER: S2s0 Ex�EY 11-10 -05 -->/, L` lj 0 FLOOR SHEATHING TO MATCH (E) W/ 10d • 0 O.0 . (E) FLOOR SWEAT14ING 4x PER PLAN W/ 51MP50N UY SKEWED HANGER (LOCATE BEAM ,r AT TRU55 PANEL POW) ,I -I T • 2x J015T PER PLAN WW/? SIMPSON %W6 HANGER -- _ .L : 1� _ •1 _ -- _ _ _ J EACH END • • 1 • w • • • I5✓32' PLYWOOD 5NEATING ONE SIDE OF GIRDER TRUSS FULL LENGTH OF IWILL W/ 10d 0 6' 0 C. AT ALL SUPPORTS, TYP 2 4x TO GIRDER TRU55 52.0 SCALE: - 4 3/4' = I'- V - i (E) 5TL PIPE COL � I (E) 32' DP GIRDER b x_ Q v W � OUTLINE OF WALL ABOVE -(E) FLOOR 5NEATMING (E) FLOOR TRU55 WITH S 1155'1 'MIU' KANGER TO BEAM .. r. . ... ,r "r,� YY.• -• ...-• .. w-. --... ... .....- ti .... .. -r • .... w._.� 1. - --•• .+. ♦.. . ^ "A/ .... :^� �'�V.� ��-Y�D7 �' �.. •� • �r � � ~ .... �.�n•M.r • F I M. • • M G ENERAL NOTE 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS AND THE STATE OF WASHINGTON. 2) ALL AIR -- CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEANING AND CONDENSATE PIPES (TYPE "M" COPPER) SHALL HE DISCHARGED TO EXISTING CONDENSATE WASTE PIPING. VERIFY SIZE AND LOCATION AT SITE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING, AND LIGHTING PLANS. 4) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 5) ALL FIRE RATED STRUCTURE SHALL BE FIRE DAMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 6) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 7) ALL VOLUME DAMPERS IN NON- ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ('YOUNG' REGULATORS (WITH BOWDEN CABLE SYSTEM), OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. 8) ALL 90 DEGREE TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. 9) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE STRUCTURE. 10) MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 6' OR AS SHOWN ON DRAWINGS. 11) ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 12) ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 13) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 14) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 15) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF SUBSTANTIAL COMPLETION. 16) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIREPROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC., OR APPROVED EQUAL. B) ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "RICO --70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C.). D) PROVIDE LOCKABLE VOLUME DAMPERS IN AL AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. G) ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. H) DUCTS: SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND LINING). 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF 1 " SOUNDLINED, OTHERWISE 1" THICK K = 0.23 A 75 DEGREES F. 2• SUPPLY AIR DUCTS IN NON- HEATED SPACE; APPROXIMATELY 2" THICK K =0.23 O 75 DEGREES F., TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -7. 3. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS NON- HEATED SPACE EXCEPT WITH WEATHERPROOF BARRIER. 4. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. 5. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. 6. INDOOR DUCTS HANDLING OUTSIDE AIR SHALL HAVE FIBERGLASS BLANKET WITH VAPOR BARRIER JACKET ASJ, 1 " THICK, K = 0.23 0 75 DEGREES F. (AL DUCTWORK FOR THE BUILDING SUPPLY FAN AND OUTSIDE AIR INTAKES TO INDMDUAL HEAT PUMPS). 17) CONTRACTOR SHALL UAINTAIN SYSTEMS IN OPERABLE CONDITION TO MINIMIZE INTERRUPTIONS OF SERVICE DURING TIME OF CONSTRUCTION NOTIFY, THE ENGINEER /ARCHITECT 48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CEILING. 18) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR PER 1997 UMC #608 IN SUPPLY DUCTS AS REQUIRED BY THE JURISDICTIONS. UNIT SHALL SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE ALARM CONSULTANT /CONTRACTOR PRIOR TO BIDDING /CONSTRUCTION). 19) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 20) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. 21) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 22) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL. USE. 23) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 24) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 25) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT BALANCING REPORTS TO THE OWNER /ARCHITECT. 26) ALL NEW PENETRATIONS OR ABANDONED PENETRATIONS SHALL BE MADE WATERTIGHT. DISPOSE OF AND REMOVE ALL ABANDONED AND /OR EXISTING DUCTWORK, DIFFUSERS, GRILLES, ETC.. COORDINATE MECHANICAL DEMOLITION WORK WITH ARCHITECT PRIOR TO BIDDING /CONSTRUCTION. Idwsk nC H.W. CMCC. PUMP SCHEDULE NSImiivn OIi PL U I -0 FIXTURE CONNIECTION Zom SCHEDULE RUNWACTUMM BELL do GOSSETT DESIGNATION: ITEM: TYM TRAP: WASTE: VENT: CW: HW: MANUFACTURER Pi MOTOR 1!ti WATER CLOSET (PRESSURE ASST. FT) va TA Si 3" a" 2" 1/2 - M�AINCS� P2 (1) ALL BRONZE PUMP, 125 PSI MINIMUM RATED. URINAL UNIT TYPE /UNIT SIZEt 2" 2 1 -1 /2" 3/4" - DUAL DUCT / 5 P3 67 LAVATORY (COUNTER MOUNT) 25 1-1/2 1-1 /2 0 1 -1 /2" 1/2 1 /2 0 360 P4 340 KITCHEN SINK (W /DISHWASHER) 240 1-1/2" 2" 1--1 /2" 1/2 1 12 0 2.0" P5 E.S "P" (IMNI� BAR SINK .50" 1-1 0 2" 1--1 /2" 1 /2 0 1 /2" NC = 32 P6 NC = <20 DRINKING FOUNTAIN NC = 32 1-1 /2 w 1 -1 /2" 1-1 /2 a 1/2 1 /2* INC = 21 P7 NC = 25 WATER CLOSET (FV) L ( 3" 4" 2" 1 " - (1) SEE FLOOR PLANS FOR ACTUAL DESIGN AIRFLOW PER VAV BOX. (2) COORD. WITH CONTROLS MANUF. TO RE -USE EXISTING CONTROLS (ENERTEC -BAS) (3) COORD. WITH VAV MANUF. AND EXISTING CONTROLS MANUF. TO DETERMINE PREFERRED CONTROL SENSOR LOCATION, COORD. AT SITE TO DETERMINE RIGHT OR LEFT HAND CONFIG. HB--1 HOSE BIBB ---� - - - 3/4" - �� D1 RIGID DUCT FLOOR DRAIN -- CD RG 2" 2" 1 2 EG - NOTES: (1) SEE PLUMBING FIXTURE SCHEDULE IN SPEC. (2) ALL HANDICAPPED FIXTURES SHALL BE APPROVED (3) ALL FIXTURES SHALL COMPLY WITH LOCAL WATER (4) PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS. (5) NO UNDERGROUND WASTE PIPING LESS THAN 2 ". FOR USE BY DISABLED PERSONS. CONSERVATION ACT REQUIREMENTS. TOP WALL REGISTER /GRILLE 7 7FD Idwsk nC H.W. CMCC. PUMP SCHEDULE NSImiivn OIi 1Hw -1 Zom OFFICE BUILDING RUNWACTUMM BELL do GOSSETT MOO�L� PL -308 TYM INNNE "j& 10 No" ("411fth 7 MANUFACTURER 2650 MOTOR 1!ti I 12 va TA Si 115 PHAML 1 WHIT Q_h 11.6 M�AINCS� 1 (1) ALL BRONZE PUMP, 125 PSI MINIMUM RATED. VAV BOX SCHEDULE DESIGNATIO% VAV -1 VAV -2 VAV -3 VAV- -4 VAV -5 VAV -6 ZOWN BUILDING BUILDING BUILDING BUILDING BUILDING BUILDING MANUFACTURER NAILOR NAILOR NAILOR NAILOR NAILOR NAILOR NODELe 3230 3230 3001 3001 3230 3230 UNIT TYPE /UNIT SIZEt DUAL DUCT / 7 DUAL DUCT J 6 SINGLE DUCT / 5 SINGLE DUCT / 6 DUAL DUCT / 8 DUAL DUCT / 5 c" (N& 67 60 25 48 85 35 CM (MAX)i 480 360 170 340 600 240 E.S.P. 01LET) 2.0" 2.0" 2.0" 2.0" 2.0" 2.0" E.S "P" (IMNI� .50" .50" .50" .50" .50" .50" DISCHARGE NC = 32 NC = 25 NC = <20 NC = 22 NC = 32 NC = 24 RADIATION NC = 35 INC = 27 NC = <20 INC = 21 NC = 37 NC = 25 REMARKS. L ( ( ( ( '( ( (1) SEE FLOOR PLANS FOR ACTUAL DESIGN AIRFLOW PER VAV BOX. (2) COORD. WITH CONTROLS MANUF. TO RE -USE EXISTING CONTROLS (ENERTEC -BAS) (3) COORD. WITH VAV MANUF. AND EXISTING CONTROLS MANUF. TO DETERMINE PREFERRED CONTROL SENSOR LOCATION, COORD. AT SITE TO DETERMINE RIGHT OR LEFT HAND CONFIG. BID PHASES (SEE SPECIFICATION SECTION 15000) P HASE PHASE 1 TO INCLUDE ALL "SHELL AND CORE" MECHANICAL RETROFIT ITEMS INCLUDING: DEMO AND DISPOSE OF ALL EQUIPMENT TO BE REMOVED /REPLACED, DISPOSE OF PER APPLICABLE GUIDELINES (CITY. STATE, EPA, ETC.) REPLACE EXISTING A/C CONDENSING UNITS PER SCHEDULE THIS SHEET INSPECT AND CHECK ALL AIR HANDLING BELTS, FANS, MOTORS, SHEAVES, DRIVES, BEARINGS, ISOLATORS, SEALS, GASKETS, ETC. AND SUBMIT DETAILED REPORT CLEAN AND FLUSH ROOFTOP BOILER, PUMPS AND HYDRONIC SYSTEM AND CHECK FOR ANY DEFECTS, RUST, CLOGS, CORROSION, ETC. AND SUBMIT DETAILED REPORT INSTALL NEW DUCT MAINS AS INDICATED ON PLANS. PATCH, SEAL AND INSTALL NEW CONNECTIONS AS INDICATED AND AS REQUIRED FOR A COMPLETE AIR TIGHT AND FULLY DUCTED SUPPLY, RETURN AND EXHAUST SYSTEM INSTALL RETURN DUCT TAPS WITH VOLUME DAMPERS AS INDICATED ON PLANS READY FOR FUTURE TENANT CONNECTION INSTALL NEW SINGLE AND DUAL DUCT VAV BOXES AS INDICATED AND MODIFY EXISTING HIGH PRESSURE DUCTWORK AS NEEDED TO ACCOMMODATE NEW VAV BOXE INSTALL NEW DX COOLING COILS IN AIR HANDLER TO MATCH DIMENSIONS, ROWS AND CAPACITY OF EXISTING COILS ELEVATOR RESET AND REUSE EXISTING BAS CONTROLS FOR NEW SYSTEM, INSTALL NEW CONTROLS AS NEEDED FOR FULLY OPERATIONAL SYSTEM PREP AND REPAINT EXISTING AIR HANDLER CABINETS, COLOR TBD BY ARCH. 90 250 E.S.P. (IN -H20): REPLACE EXISTING COLD DECK CONDENSATE PAN RPM: ALL CONTROLS SHALL BE A PART OF PHASE i BUT TI WILL BE DELIVERED WRING PHASES 2&3 AS NEEDED PHASE 2 TO INCLUDE ALL FIRST FLOOR "TI" INCLUDING WASHINGTON CITIES SPACE, TWO FIRST FLOOR TENANT SPACES, T'STATS do WIRE READY FOR PHASE 3 AND PLUMBING UPGRADES INCLUDING: ALL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, CONTROLS, ETC. ALL NEW AND REFURBISHED PLUMBING FIXTURES, NEW WASTEWATER/ VENT LINES AS INDICATED ON PLANS, NEW HOT WATER CIRC. SYSTEM INSTALLATION OF COMMON AREA (HALLWAYS, ENTRY) SYSTEMS INCLUDING ALL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, ETC. PHASE 3 TO INCLUDE ALL SECOND FLOOR "TI" SPACES INCLUDING: ALL LOW PRESSURE DUCTWORK, DIFFUSERS /RETURN GRILLES, CONTROLS, ETC. VENTLATION NOTESe EXHAUST FAN SCHEDULE DESIGNATION: EF -1 EF -2 ZONE: TOILET RM ELEVATOR MANUFACTURER: BROAN GROAN MODEL: S90 L250C TYPE: CEILING CEILING DRIVE: DIRECT DIRECT CFM: 90 250 E.S.P. (IN -H20): 0.10" 0.125" RPM: -- - - -- - - - -- HP €AMPSI: 10.501 11.11 VOLTAGE: 120 120 PHASE: 1 1 WEIGHT: - - - -- - - - -- REMARKS: (1)(2)(3)(5) (4) (1) CONTROLLED BY LIGHT SWITCH (2) SOURCE SPECIFIC FAN SHALL BE AMCA 210 OR HVI 916. (3) WITH BACKDRAFT DAMPER. (4) CONTROLLED WITH T'STAT FOR HEAT EXHAUST (5) FAN IN SERVER ROOM CONTROLLED BY T'STAT VENTILATION SUPPLIED VIA COLD AIR SUPPLY, MIN OUTSIDE AIR PER WSVIAQ 3270 CFM 14% OF TOTAL SUPPLY AIR. VAV BOX MINIMUMS SET TO 14% OF TOTAL SUPPLY TO ENSURE MINIMUM SETTING COMPLIES WITH VENTILATION CODE COOLING COIL/CONDENSING UNIT SCHEDULE OE81Al1AT101i CC- 1,2,3,4 CU -1 CU -2 Zom BUILDING BUILDING BUILDING YAM�AC TBD CARRIER CARRIER YODE1+ TBD 38AKS034 38AKS034 IMTI COIL RT. COND. COND. NA - 'a AM NAIOLM SF -t (EXIST.)-- VTR -- COOLN (� -- 370.0 370.0 cm 23,800 (TOTAL)-- -- E.SP. )IN -- -- -- EER /PLY -- 10-1/13.1 10.1/13.1 OUTDOOR FAN (FLA) (TwO)o -- 6.2 FA 6.2 EA. CO�RESSOR RLA/LAAs -- 106.5 506 106-5/506 NCAo -- 145.5 145.5 VOLTAOS -- 208 208 PHABL -- 3 3 •EDIT (LBSh -- 2100 2100 REYARKBo 2 1 1 (1 ) COORD. W /ILWUF. FOR RECOMMENDED ACCESSORIES INCLUDING CRANK CASE HEATER, FILTER DRYER, HIGH /LOW PRESSURE SAFETY SWITCHES, LOW AMBIENT KR, AND WITH COMPLETE STANDARD FEATURES (2) COORD. WITH MANUF. FOR MATCHING COILS TO REPLACE EXIST, VERIFY EXACT DIMENSIONS AT SITE TO ENSURE NEW COILS FIT WITHIN EXIST. NR HANDLER, NEW COILS TO MATCH EXISTING IN PHYSICAL DIMENSIONS, CAPACITY, ROW DEPTH, ETC. CUSTOM FABRICATION MAY BE REQUIRED, COORD. WITH NR HANDLER (PACE) AND CONDENSER (CARRIER) MANUFACTURERS FOR PROPER COIL SELECTION. LEGEND SYMBOL ABBREVIATION DESCRIPTION BUILDING YAM�ACTU11E% PLUMBING FIXTURE -- - -- CW COLD WATER --- HW HOT WATER --- -- HWR HOT WATER RETURN -- wv WASTE, SANITARY - -- - -- V VENT �-- VTR VENT THROUGH ROOF -- CD 246.4/350 CONDENSATE RETURN --S-- PMASL HYDRONIC SUPPLY -- -R-- -- HYDRONIC RETURN --R- -- -- REUEF RAIN LEADER NATURAL GAS RL RI -- G -- G Q RD ROOF DRAIN Q OF OVERFLOW DRAIN --- � - GATE VALVE - --(� -- - - BALL VALVE -- -- F -- aq*4aNG vALVE -- f ---- .-- BUTTERFLY VALVE --- -- PIPE FLEXIBLE CONNECTION RELIEF VALVE - -- -�I�- -- UNION �- -- PRESSURE GAUGE 0 f CO FLOOR CLEANOUT 0 GCO GRADE CLEANOUT T WCO WALL CLEANOUT Q rSTAT THERMOSTAT DUCTWORK WITH TURNING VANE --- FLEXIBLE CONN. ---� VD VOLUME DAMPER Sa moan -- FLEXIBLE DUCT �� -- RIGID DUCT t9 -- CD RG ROUND SPIN -IN WITH V.D. CEILING DIFFUSER RETURN GRILLE ® EG EXHAUST GRILLE 0 - TtiVR�WG TOP WALL REGISTER /GRILLE 7 7FD -- AIR DISTRIBUTION (OR) PLAN NOTE FD FIRE DAMPER CFD CFD CEILING FIRE DAMPER SFD SFD COMB. SMOKE /FIRE DAMPER -"-'/ SD SD SMOKE DAMPER I[= j A -22S -6 6 AIR FLOW - 250 CFM MODEL DESIG. = A DISCHARGE TYPE = 2S NECK SIZE = 6X6 DWS DUCL C TE ORK INSIDE JOIST nfSC DUCTWORK INSIDE SOFFIT SUSPENDED CEILING BACK DRAFT DAMPER cIr o f now wROV*O 3Ut1 " 2 W INSTRUCTION TO BIDDERS 1. R IS MANDATORY FOR THE CONTRACTOR TO VISIT THE SITE AND REVIEW THE EXISTING SYSTEM AND CONDITIONS IN ORDER TO BID THIS PROJECT. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISff THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. F 3. THE CONTRACTOR SHALL. CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID AL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 5. BIDDING CONTRACTORS MUST BE CERTIFIED FOR WORK ON EXISTING BAS CONTROLS OR EMPLOY THE SERVICES OF A BAS CERTIFIED CONTROLS CONTRACTOR AT BIDDERS OWN EXPENSE. BID ALTERNATE CONDENSING UNIT SCHEDULE DE810NA1I111Mi cu -, ZONL BUILDING YAM�ACTU11E% CARRIER MODEL. 38M-064 1MT1 COND. IAATCIM AM SF- 1 COOLNO (IAN). 741.0 CFW -- E.sJ�. -- E�.Ra 10.5 CO�PRE =sOR A RLAMA. 89.7/446 CO SON s RLA/LRAs 106.4 /506 MCA /IIOM 246.4/350 YOLTAal:. 208 PMASL 3 IN Mtn 4000 IIdAl11CSo 1 1 UNITS SIZE EXCEED SCOPE OF /1RI CERTIFlCATION PROGRAM, VERIFY W A4WUF. (2) INCLUDE ALTERNATE IN 81D TO INSTALL SINGLE 60 TON CONDENSER IN -LIEU OF TWO 30 TON UNITS, INCLUDE ALL COSTS ASSOCIATED WITH INSTALLATION INCLUDING ROOF CUTTING /PATCHING, STRUCTURAL UPGRADES, FAN /COIL INTERFACE, ETC. PLAN INDEX M -1 GENERAL NOTES, SCHEDULE AND LEGEND M -2 PLUMBING PLAN M -3 HVAC PLAN -FIRST FLOOR M -4 HVAC PLAN - SECOND FLOOR M -5 HVAC -ROOF PLAN M -6 DETAILS Abossei*n Engineering Ir£Cwwx - Q.Ecam w PROTECTION - " 1844 114TH AVE. NE. Bellevue, Wo. 98004 (425) 462 - 9441 FAX: 462 -9451 E -N* Maboatan.com FAV A A11 rAd� The DfiffiyAer Amfleets, P. S. 7983 Leary Way NE Redmond, WA 98052 (425)881 -7506 mail@driftmier.com W � 3 �O g Oa REVISIONS NO. D---Mpl I DATE AECENE� OfTY OF TUKWILA MAY 17 2064 PEWAT F 0 0 � - C) I + fSSt1E DATE: Mmvm eY: S CHECKED BY: PROJECT NUMBER: E 23082 _ . ]_ SHEET NUMBER: M•1 ov s -... _ ..�« ..►.. ., � � ...- ..w�r...r... .r r..y�... �..�� .�...:.+ - - �4r.�•+veyif.. ".�i�^f v�,Y,� l t {a� �s �� //�� ...�. . • l �r.. a � � ...� Y I M..�.�wa /.iWw Y,r• .�. lop � M if O c� Uj Uj � g NOW 32 REVISIONS NO. D---Mpl I DATE AECENE� OfTY OF TUKWILA MAY 17 2064 PEWAT F 0 0 � - C) I + fSSt1E DATE: Mmvm eY: S CHECKED BY: PROJECT NUMBER: E 23082 _ . ]_ SHEET NUMBER: M•1 ov s -... _ ..�« ..►.. ., � � ...- ..w�r...r... .r r..y�... �..�� .�...:.+ - - �4r.�•+veyif.. ".�i�^f v�,Y,� l t {a� �s �� //�� ...�. . • l �r.. a � � ...� Y I M..�.�wa /.iWw Y,r• .�. lop � M if (D 0 5 G) - U Q --- -- (D -- - 00 o = 0 0 0 SECOND FLOOR PLAN = HVAC 11t , . 1*4 �a r I li Q f , , 1 I f i f r 1 i I i REVISIONS No. DESCRIPTION DATE RECEM effy OF TUK LA MAY 1 7 2004 WE t�wT snow r�..ry IV O A INCLUDE + \— 50' OF T'STAT WIRE FOR FUTURE TI, TYP. FOR ALL O B CAP ENDS OF EXISTING ECONOMIZER RELIEF DUCTS AIR TIGHT Dfftnuer CONNECT TO EXIST. RETURN AIR DUCTS AS INDICATED WITH W ct 3 Am `� l7 C�� t �= LOCATIONS AT SfTE, TRANS. TO FLEX AS REQUIRED TO CLEAR 5 STRUCTURE /OBSTACLES KEEP DUCT RUNS AS SHORT AND STRAIGHT AS EKfEND ANS TO REMAIN, 7983 Leary llay NE tu Redmond, WA 98052 0 OUTLINE OF EXIST. UNIT ON ROOF Z a NEW RETURN NR DUCT ABOVE CORRIDOR CLG., TRANS As mail�?driftmier W 3y z ° DUCT TO BE SEALED NR TIGHT DURING 'Tl' PHASE WfTH CR EACH TENANT ROUTING DUCTED RETURN TO MAIN TAP SUPPLIED. TENANT RETURN TO BE BALANCED TO MATCH REVISIONS No. DESCRIPTION DATE RECEM effy OF TUK LA MAY 1 7 2004 WE t�wT snow r�..ry IV O A INCLUDE + \— 50' OF T'STAT WIRE FOR FUTURE TI, TYP. FOR ALL O B CAP ENDS OF EXISTING ECONOMIZER RELIEF DUCTS AIR TIGHT Dfftnuer CONNECT TO EXIST. RETURN AIR DUCTS AS INDICATED WITH MIN. 24'0 DUCT. COORD. EXACT DUCT CONNECTION Am `� l7 C�� t LOCATIONS AT SfTE, TRANS. TO FLEX AS REQUIRED TO CLEAR � STRUCTURE /OBSTACLES KEEP DUCT RUNS AS SHORT AND STRAIGHT AS EKfEND ANS TO REMAIN, 7983 Leary llay NE DUCTS 0 RETURN AIR AS INDICATED Redmond, WA 98052 0 OUTLINE OF EXIST. UNIT ON ROOF (425) 881 - 1 7506 (E) v NEW RETURN NR DUCT ABOVE CORRIDOR CLG., TRANS As mail�?driftmier NEEDED TO CLEAR OBSTACLES/OBSTRUCTIONS. OUCT OPENINGS TO REMAIN OPEN TO PLENUM DURING REMODEL DUCT TO BE SEALED NR TIGHT DURING 'Tl' PHASE WfTH EACH TENANT ROUTING DUCTED RETURN TO MAIN TAP SUPPLIED. TENANT RETURN TO BE BALANCED TO MATCH TOTAL SUPPLY AIR TO SPACE F "MECHANICAL DECK ", SEE SHEET "M -6" FOR ADDITIONAL WORK IN THIS AREA G EXTEND EXISTING RETURN AIR OPENING MIN. 2' AND SEAL OPENING AIR TIGHT, INSTALL TWO NEW 22 RETURN AIR CONNECTIONS WITH VOLUME DAMPER FOR FUTURE TENANT :CONNECTION H EXIST. COOUNG DISCHARGE TEMP. SENSOR, VERIFY I TENANT SPACES TO WEST OF GRID LINE "E" TO EXTEND AND CONNECT RETURN DUCTS TO NEW 22 "0 RETURN AIR CONNECTIONS 1 ,J CONNECT EXISTING HOT AND COLD DECK RETURNS WITH MIN. 24 "0 DUCT IN THREE PLACES AS INDICATED. COORD. EXACT CONNECTION LOCATIONS AT SITE, TRANS. TO FLEX DUCT AS REQUIRED TO ROUTE AROUND STRUCTURE /OBATACLES. KEEP DUCT RUNS AS SHORT AND STRAIGHT AS POSSIBLE K SEE RETURN SYSTEM ISOMETRIC RISER, SHEET "M -6" k ; e g Abossein Engineering MEOW" - ufcF" FEE MTEC110N - E1M 1844 114TH AVE. NE. Bellevue, Wa. 98004 (425) 462 -9441 FAX: 462 -9451 E -Mod 91n o allubo com tSSI,E DATE: DRAWN SY: SH CHECKED BY: PROJECT NUMBER: � E23082 SHEET NUMBER: M -4 OF s ►1 1 • .. �.« .r+� �.. ... .. ..... « ... .-� . . _ ..........- .�. ....+ -- = . -...• t . �i w.. �� ,o.. . .. : �+� -�1M raver- f � �