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HomeMy WebLinkAboutPermit D04-328 - WASHINGTON HOLDINGS - FIREPLACE, LIGHTING AND FINISHES UPGRADEWASHINGTON HOLDINGS 625 ANDOVER PK W D04-328 City of ukwila S teven M. Mullet, Mayor y Department of Community Development Steve Lancaster, Director a 0 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 + •«M.w. •• � 1908 Fax: 206431 -3665 Web site: ci.tuk►vila.wa.us DEVELOPMENT PERMIT Parcel No.: 2623049143 Permit Number: D04 -328 Address: 625 ANDOVER PK W TUKW Issue Date: 09/29/2004 Suite No: Permit Expires On: 03/28/2005 Tenant: Name: WASHINGTON HOLDINGS Address: 625 ANDOVER PK W, TUKWILA WA Owner: Name: LOWE NORTHWEST INVESTOR PRO Phone: Address: 600 UNIVERSITY ST, SUITE 2820 Contact Person: Name: RON GREENE Phone: 206 - 613 -5365 Address: 600 UNIVERSITY ST #2820, SEATTLE WA Contractor: Name: SGA CORPORATION Phone: 206 778 -2191 Address: 1501 N 200 ST, SHORELINE WA Contractor License No: SGACO * *084BS Expiration Date: 01/10/2006 DESCRIPTION OF WORK: ADDITION OF FIREPLACE, LIGHTING AND FINISHES UPGRADE. Value of Construction: $25,000.00 Fees Collected: $804.72 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: IBC - Permit D04 -328 Printed: 09 -29 -2004 Z Z W f QQ r JU 0 N o w= �LL WO �Q to D = HW Z F- H O Z E_ W W U O N C1 t—' W W. H LO .. Z W co O H Z i \ , •^ , City of Tukwila S teven M. Mullet, Mayor Department of'Communio Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Permit Number DO4 -328 Issue Date: 09/29/2004 Permit Expires On: 03/28/2005 Permit Center Authorized Signature: ,L 1��-e Date: 09> I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: Date: q C C 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: IBC - Permit D04 -328 Printed: 09 -29 -2004 Z W Q � J U U Cl) 0 J � Cr) LL W O U - C =W Z �. ►- o. Z �- 2 5 VO N. 0 I-- WW tL O W Z U =: O Z %A * l "w4' x g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2623049143 Permit Number: D04 -328 I Address: 625 ANDOVER PK W TUKW Status: ISSUED Suite No: Applied Date: 09/03/2004 i Tenant: WASHINGTON HOLDINGS Issue Date: 09/29/2004 i 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 14: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the rode or other ordinances of the City of Tukwila doc: Conditions D04 -328 Printed: 09 -29 -2004 z Z t QQ r 2 J0 00 W� NU- w u- N D T O F- w z H t— O w 7.5 U� 0 — F- ww L —0 z w co O F- z .� ;. ...u,w. •t:;:�'r'�..'..• :.'ti.. ,': �: �. y;, ia:..• r�,:. ivnc. �"„ �w'. 5• ' xY: �tiiS :lk�.cc3�itzLCylLieui:.ir�� i:� �t4we fi{ut,��" iii}' a; a=s:i�Otw�5.i:71xx " ap s u,4% • C of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. Z = 1= 15: ** *FIRE DEPARTMENT CONDITIONS * ** w 7 i 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: N p 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at � H one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry N v_ O chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or LL Q brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation 'i N d instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so w that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross Z H weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the z O floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 w j inches (102 mm). (IFC 906.7 and IFC 906.9) 5 U 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot U) o be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) w w �U i 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available u_ 0 for use. These locations shall be along normal paths of travel, unless the fire code official determines that the Z hazard posed indicates the need for placement away from normal paths of travel. (IFC 906 ill U O 21: ** *MEANS OF EGRESS * ** - IFC Chapter 10 Z 22: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 23: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 24: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 28: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 29: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to doc: Conditions D04 -328 Printed: 09 -29 -2004 .. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 30: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila j Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 31: ** *FIRE ALARM SYSTEMS * ** -City Ordinance #1900- NFPA 72 32: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 33: 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 #2051) (IFC 104.2) 34: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department job Number available to confirm shut down approval. (City Ordinance #2051) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: ** *BUILDING CONSTRUCTION * ** - IFC- IBC 37: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 38: 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. 39: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)5754407. * *continued on next page ** doc: Conditions D04 -328 Printed: 09 -29 -2004 z or Z UO ND to LU J F �ti wO u_ N CY = W H z = F- i— O z F- �5 U� ON 01-- LU W. F- LL O ui z U= O z Ak City of Tukwila law i Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. S ignature. C � Z' Date: —q Print Name: Ye- L-. 9) U 11 Can i E 1 doc: Conditions D04 -328 Printed: 09 -29 -2004 Q z Q S Z. '~' w JU U C O o: CO W J � CO L w O 9� LL CO CY = W z F- I— O z F—, W �o O CO o f- w o. ..z w CO O z AUG- 31-2004 03:52PM FROM - z T -842 P.003/005 F-312 Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 96188 Telephone: (206) 4314670 ALL APPLICATIONS MUST BE FILLED OUT COMPLETELY (shoald tan ter am" the only) PLAN REVIEWNUMPER DESCRIMON AMOUNT RCPT li DAT9 Phone No: ( ) Eju Ming P'.amit Fee $ , • .P,lan be Foe S ,' �', � SLKKKET PEM AG11E �NIE T l : a; -1 $ .. ' 4.5 t '• v .��, ,� jj.l �t� ��� -: y, �).�y4 _;as.{f� '. ~!t �•:.. �tvY -2Y:: �• •. J!:c1 , � r'%;a.v ^:. \•y S'; •• • ':f. ) �� j1��'x ?:17 � �,• -'YL11 , ,: .� IiYI� , r +•' • }• •'�' •:lil'.'. 'r'..: :•R: ��4F Y.�,'.. •lTt{ :YL",= .''�i':if,:(: \ \r • , •J' • . �f� }�r� ':5���,1' : r 1: • C,r ..� + :.%:i•, \�'.'��l�iyr t4 .:.�• n'� Y:�: r�•t:4',' (Y•f. .•,. t�' �wf� 41 Site Address ' �� �Otlb7L Aa Valua Floor Suite Number. Asses Pro,Jeer/Te=tName AS:021kk!:1 V.rP bq f Type of Work g Tcaant Improvamant Da=''be work to be done: Ar7c> d Interior Demolition CC C Building Type: I Re= Building Use (office, warehouse, etc): 10FF I C17 Nature of Occupancy (printing, rannufacturiug, etc) : 1 Square Footage: Bndre Buflding. Coastructioa Area Tenant Space: Will there be a change in usc? No ❑ Yes if "yes ", explain: Will there be rack storagc? g No ❑ Yee 6xisdag Fire Protection: (P,SpdWats ❑ Automatle Fire Alarm ❑ None ❑ Other (spedfy Will there be storage or use of flernmeblc, combustible or hazardous m=ials in the building? & No [] Yes If "yes", Please exploin: Will there be ANY structural work? ❑ No JZ Ycs A If "yes ", please PROPERTY OWNRR = f, t5 L+F-S7>}M Phone No: A dress• 6 �7- 2826 city /StatelZi CONTRACATOR: Phone No: ( ) Address: CityrkocRip: Z Q � W 5 JU UD CO) J H C0 U- WO J IL CO) = W F- _ Z� F- O Z F- 25 U ON o l.- Ww HF- O Ill Z U= O F- Z AUG- 31-2004 03:51PM F ROM- T -842 P.002/006 F -312 ca i r ur ! UKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98988 Telephone; (206) 439 -3670 Tenant Improvement Application Attachment 'I - Architects Statement PLAN REVIEW NO.: &4- ��g PROJECT NA E! &/I ' TENANT: If yes, has the structural work been authorized by the Tukwila Building Official to be included in this application? U IO�A I< T7 CKI BLANKET PERMIT COMPANY AGREEMENT NO.: - ,00 _ a,4,j JOB NO.: SITE ADDRESS: a �— _� r Ao &OV 44,< Is any part of the work proposed under this application include structural work of affect structural components of the building? 0 Yes No If yes, has the structural work been authorized by the Tukwila Building Official to be included in this application? 0 Yes 0 No Does the proposed work comply with the requirements of Chapter Yes 0 No 10 of the Uniform Building Code (1997 Edition)? T �O ex If no, please explain: 1IVill any special inspections be required ` eapter 17 of the 0 Yes No If yes, list speck inspections; As a result of this proposal, does the parking meet the requirements of the Tukwila Zoning Code parking requirements? (r Yes 0 No If no, please explain deficiency: z '~ w JU UO CO LU J TLL w � =w z� Ir- o z 1- 2� 0 ON 0 ww F- LL z U= z AUG -31 -2004 03:62PM FROM- U lm i i Department of Community Development .Building Division - Permit Center 6300 SouthcenterBoulevard, Tukwila, WA 98788 Telephone: (206) 439 -3670 T -842 P.005/005 F -312 Tenant Improvement Temporary Inspection Card Plan Review No.: Dale Issued. rU Blanket Permit Agreement No.; Project Narne/Job IA: Site Address: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE (431 -3670) (Have Plan Review number, Blanket Permit Agreement number, project nomo and site address rwdy) "X" REQUIRED 1NSPEGTI 04 T APPROM IMTIAta ' iION M c0 11ft N ( ametssurm 1. Framing 2. Insulation 3. Suspended Ceiling 4. Wallboard Fastening DO NOT PROCEED BEYONOTHIS POINT UN ILTHE OU"ING PERMIT IS MUM. PERMIT MUST HE PICKED UP WITHIN 24 HOURS of NOTiFICAMONTHATTHEd PERMIT 1S READY. CONTRACTOR/APPLICANT BEGINS WORK AT THEIR OWN RiSK PER THE TERMS OF THE BLANKET PERMIT AGREEMENT. INSPECTIONS 1. FRAMING -Aftr rough -In inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 2- INSULATION - After framing approval, but before insulation of wallboard. Baffles must be Installed to keep attic ventilation points Gear. S. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 4. WALLBOARD FASTENING -Prior to taping (See UBC Chap. 25 and Table 25G), S. PLAN CHECK INSPECTION - Immediately after the Tenant Improvement Permit Is picked -up by the applicant Work may not proceed until the City Inspector delivers the plans and new inspection card to the erte. This inspection should be scheduled at the Permit Center when the permit is o • Construction will not proceed past required Inspections. • The Building Permlt and approved plans shall be picked -up by the applicant within 24 hours of notification that the permit is ready. Failure to do so may result in a stop work order. • Construction may not deviate from that shown an the plans as submitted at time of application. • AO corrections shall be made within three (3) days of noUtintion by Building Inspector. • No more than 30 days shall elapse between the last required Inspection and the "Building Final." Unauthorized occupancy and/or use of the remodeled area shall not occur until the Building Inspector completes the "Building Final," which takes place after the Building Permit and Permanent Inspection Card has been issued. • The City resmes the right to stop work at any time that in its)udgmenr the work presents a safety problem, warrants a building permit prlorlo continuing work, is not proceeding according to approved plans, or otherwise would not qualify for consideration under the blanket permit process. • The following work Is not covered under the blanket penTilt process, This work shall not start until approvals and permits are obtained through the applicable agencies, under their normal process: El ectrical ................... I .............. ............ Department of labor and Industries (24K530) PlumbinglGas Piping . ............................... iWg County Health Department (29BA722) Fire Protection ............... ............................City of Tukwila Fire Departmont (575.4404) Mechanical ......................... ............................City of Tukwila Permit Center (431.3670) Rack Storage ..................... ...........................City of Tukwila Permit Center (431 - 3570) THIS IS A TEMPORARY INSPECTION CARD ONLYAND WILL BE REPLACED BYA PERMANENT INSPECTION, CARD WHEN THE BUILDING PERMIT IS ISSUED, t U11J99 BLm*d Pamlt lupcaWn Card ,_.: .. ,fiy ?y;�gvtFlt4'M"WKN, Mai" �N7�4Yki�-0 SAdP. t: �Bd' rd! e'. t��+ kRt�4�ctlM `tlR:�h"��r:rrcrsr...rr .. i Z =z ~ w 0 2 JU UO 9M CO LL L1 5 - N =W z t. z� W5 U� ON C) t— WW �O w Z U= O Z Ci of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2623049143 Permit Number: D04 -328 Address: 625 ANDOVER PK W TUKW Status: APPROVED Suite No: Applied Date: 09/03/2004 Applicant: WASHINGTON HOLDINGS Issue Date: Receipt No.: R04 -01333 Payment Amount: 489.48 Initials: LAW Payment Date: 09129/2004 04:16 PM User ID: 1630 Balance: $0.00 Payee: WASHINGTON RE HOLDINGS LLC TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1114 489.48 ACCOUNT ITEM LIST: Description Account Code Current Pmts --------------- - - - - -- ---------- - - - - -- ------ - - -� -- BUILDING - NONRES 000/322.100 484.98 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 489.48 a 9ft TOTAL 410 -42 doe: Receipt Printed; 09 -29 -2004 z ;3: z 0 0 N CO) A LL . w O La = F- w zF �O z i~ 5. U� O N = U H� L- O W z CO) z i - see C ity �g of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z o � JU Uo CO wi J H S2 U- w� J U. Q = F- w Z� F- O Z F- w UJ o. o -. a wW U U- O W Z .0 =, O z RECEIPT Parcel No.: 2623049143 Address: 625 ANDOVER PK W TUKW Suite No: Applicant: WASHINGTON HOLDINGS Permit Number: Status: Applied Date: Issue Date: D04 -328 PENDING 09/03/2004 Receipt No.: R04 -01191 Initials: BLH User ID: ADMIN Payment Amount: Payment Date: Balance: 315.24 09/03/2004 03:31 PM $489.48 Payee: WASHINGTON RE HOLDINGS LLC TRANSACTION LIST: Type Method Description Amount Payment Check 1086 315.24 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 315.24 Total: 315.24 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT I^ CITY OF TUKWILA BUILDING DIVISION. y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Pr0"Wmw < -/ Type of Inspe ion: ; A ddress Cy ) /�' -W e P - Date Called: u Special instructions: � Date Wanted: } a, b p.m. equester: Pon / e No: J Corrections required prior to approval. COMMENTS: U �t�yl -r .a $47.00 REINSPECTIONAE REQUIRED. Prior to,inspection, fee must be --1A .,« G7nn C.,. , «L.. «.. DI.,A c..;#.- 7 fln !'-,II I-- — I—A,d- z Z �W �U 00 (I) w� Cl) W WO W? C')d = W ZF- H O z H W U� 0 �-. WW H (.5. �O W z U= oF- z i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE I NO. CITY OF TUKWILA BUILDING DIVISION 1, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: Requester: Phone No: NO Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: �� Date: $47.0 INSPECTION XEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: Date: z " W J UO C0 ILLJ J U- 0 J u_ ca a W Z HO Z H W W U� O tn, O N W LU H F— W Z L1J UN H O =. ~ Z Y INSPECTION RECORD /J Retain a copy with permit INSPECTION NO. PERMIT O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ype of Inspection: / e Address: Z" ` 1A2 Date Iled: Special Instructions: Date Wanted: a- Requester: Phone No: Receipt No.: Date: Z �Z cr_ QQ� JU U O Cf) (f)W J = S2 U. WO �:3 u_ to = W Z �. H O Z F— W W U� O� 0 }-- W W H� �O .. Z W U= O Z `"I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Address Date Called: Speci nstructions: Date Wanted: a.m. .. �L p Requester: Phone No: M Approved per applicable codes Corrections required prior to approval. .�s Receipt No.: Date: Z Z. LU WV UO U3 C3 co UJI W NLL W O L_ N = W H ZO W LU �O U O N Q F-- WW L) O 111 Z U N. F= H O Z �"� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -3670 Project: Type of Inspectio •_ Addres . 2,-5 '�� Date Called: Special Instructions: �✓ Date Wanted: a.m. n eu� sin Phone No: �. 06)431 -3670 Project: Type of Inspectio •_ Addres . 2,-5 '�� Date Called: Special Instructions: �✓ Date Wanted: a.m. Requester: Phone No: �. Approved per applicable codes. Corrections required prior to approval. ee J - wive �01041111 i r .M A(M i L " I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. teceipt No.: Date: Z ~ W _3 U UO Co 0 to Wx N LL W 9 E LL j co = W Z� H O Z F— U� N 0 1— WW H U' L Z ed U= Z INSPECTION RECORD Retain a copy with permit IN ION NO. A PENO C ITY OF TUKWILA BUILDING DIVISION � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: fr / 7d10 C)lIU Type of Inspection: Address: Date Called: Special Instructions: Date Wanted:; (R,rn• m. Requester Phone No: 71,= e,V 70 Approved per applicable codes. n Corrections required prior to approval: Inspect or• Date: C / �, y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t •}N3,+iG "tiuLoA % wA sib - i z W UO moo. J S2 U. WO J U- Q c = f- W Z 2 H �O W ~ W U� :O N wW F- W Z W HH O Z INSPECTION RECORD f y Retain a copy with permit Q S INSPECTION NO. PER I CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 061431 -3670 Pro'e t: Type of Ins emon: dd es r A �� ate Called: Special Instructions: Date Wanted: a.m. Q P.M. Requester: c PV � k . Receipt No.: Date: z �Z '~ W UO NO J = C/) L WO J LL Q N� = W. z t-- F- O z t- W �5 U ON O H. W �O ui z v= o� z �"' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f, INSPECTION RECORD ' Retain a copy with permit r _�t INSPE ION N0, PE ITN . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t2i4l -3670 Proj ct: Type of Inspection: 1 7� Address: S Date Called: Special Ins ctions: Date Wanted: a.m. Requester: r J d e-.j f one No: F 06 - ao Approved per applicable c\des. Corrections required prior to approval. COMMENTS: +1 Z Z`' W � M 3 UO N Cl) W W= J F- CO t- WO �a = F. W K I-- O UJ Z� W UO co 0 I-- W �U LL ~O LL! Z U =, Z INSPECTION RECORD W Retain a copy with perit INSPECTION NO. P CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of i9sp ction: } J � Ad res a n 4 / Date Called r/ D Special Instructions: Date Wanted: ! a.m. Requester: I Phon No: Receipt No.: Date: J i a z �w JU UO Cl) J � NLL w LLQ = �w z H H O W F— 5 UC) ON D H w U. O w z U= z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �'_'., �.'•�'" -""�"' ., :�� - .t � :^ ` •tt.:-'iTS � . ; �� t ejn'.;.• 1 7.. • ! 7 C3 7 `rt':Ti ;, ..rr -.. � . � �. , . iPili �+� �9 i2 f0 City of Tukwila Steven M. Mullet, Mayor Fire Department r Thomas P. Keefe, Fire Chief Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor - Pre -Fire: Permits: Authoriz FINALAPP.FRM Signature /7 /r Dat ' Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z ~w � J 00 CO J = �LL WO 9-1 LL CO) = W Z F- ZO WW U ON 0 I_ W �o W z L) E0 H O z TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. t f �"' Project Name c: {�' .; r c t ! c Address r') r. U �'' �. f{ Lt,) Suite # L,/ Retain current. inspection. schedule _.. Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor - Pre -Fire: Permits: Authoriz FINALAPP.FRM Signature /7 /r Dat ' Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z ~w � J 00 CO J = �LL WO 9-1 LL CO) = W Z F- ZO WW U ON 0 I_ W �o W z L) E0 H O z �"ireproofing i Aggregates I Shotcrete Concrete December 7, 2004 Masonry Asphalt R o o f i n g File: 04 -282 P i l i n g S o e e s Dave Larson City of Tukwila Building Department W _ o o d 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Southcenter Atrium Address: 635 Andover Park West Permit No.: D04 -328 J.7C C PE RM/ rc FNrRR A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of those reports have already been sent. 1: Re rr forceftdricrete 2. Structural steel erection -on site welding 3. Epoxy grouting To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kim berle Anderson President cc: SGA Corpo" "ration Wi ? J U' 00 U) �. Ito W, CO U w J U_ Na = t— a Z F- O. z I— w w, >> O C0 = U. L z: U N; z I i Tel: (425) 881 -5812 Fax (425) 881 -5441 •7126 180th Ave. NE - P.O. Box 2523 - Redmond, WA 98073 =ield /Material Report ri7 RnF Ei V1 KWn a cjE c z 0 X004 PERMIT CENrER Report Number: 28050 Client Name: SGA Corporation Project Number: 0 Contact: Bill Permit # D04 -328 Client Address: 1501 North 200th St. Project Name: er Atrium Shoreline, WA 98133 Address: 635 Andover Park W Date: 11/3/04 Supplier: Stoneway Air Temperature: 59 Material Data: Concrete Concrete Temperature: 68 ASTM C 1064 Plant Number: 014 Air Content: ASTM C 143 Mix Number: 550 Slump: 41I ASTM C 231 Truck Number: 408 Time Sampled: 9:30:00 AM Ticket Number. 463712 Added Water: 0 Number of Samples: 3 Admixtures Yards placed: 2,5 Design Strength: 3000 Loc ation: See below Inspection Performed: Reinforced Concrete Grid Lines /Location: Atrium, fireplace base (middle part). Remarks: Resteel was checked prior to concrete pour. It was in compliance with approved drawings. Concrete was placed by a mechanical bucket and mechanically consolidated, © Conforming to approved plans Inspector: Shprits, Yevgeniy SHP 41 396 Inspector2: Inspector3: Reviewed Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 47710 11/10/04 7 6 X 12 28.26 1/1 73400 2600 C 1231 Pad Cap 47711 12/1/04 28 6 X 12 28.26 1/1 119040 4210 C 1231 Pad Cap 47712 12/1/04 28 6 X 12 28.26 1/1 118410 4190 C 1231 Pad Cap Distribution: © Client ❑ Contractor Date Mailed: ❑ Engineer ❑ Owner Tested By: Mike Blackwell © Municipality ❑ Distribute Other Reviewed: Alan Hale ❑ Architect ❑ Distribute Other 3 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden Z �~ W W �. UO UU CO U.1 J = H NW W OO �J u- Q N� = Cf �W Z F- 1-- O Z H W W. U� O Co. o I— W H O Z W U= .O Z =ield /Material Report Report Number: 28049 Client Name: SGA Corporation Project Number: Contact: Bill Permit # D04328 Client Address: 1501 North 200th St. Project Name: Southcenter Atrium Shoreline, WA 98133 Address: 635 Andover Park W Date: 11/1/04 Supplier: Stoneway Air Temperature: 60 Material Data: Concrete Concrete Temperature: 69 ASTM C 1064 Plant Number: 014 Air Content: ASTM C 143 Mix Number: 550 Slump: 4 1/4" ASTM C 231 Truck Number: 427 Time Sampled: 9:00:00 AM Ticket Number. 462932 Added Water: 7gal by Contractor Number of Samples: 3 Admixtures Yards placed: 5 Design Strength: 3000 Location: See below Inspection Performed: Reinforced Concrete Grid Lines /Location: Atrium, concrete bases for fireplace and benches. Also, electrical trenches fill at 1 st floor slab. Remarks: Resteel was checked prior to concrete pour. It was in compliance with approved drawings. Concrete was placed by a mechanical bucket and mechanically consolidated. © Conforming to approved plans Inspector: Shprits, Yevgeniy SHP 41 396 Inspector2: Inspector3: Reviewed Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 47652 11/8/04 7 6 X 12 28.26 1/1 97760 3460 C 1231 Pad Cap 47653 11129/04 28 6 X 12 28.26 1/1 140510 4970 C 1231 Pad Cap 47654 11/29/04 28 6 X 12 28.26 1/1 143490 5080 C 1231 Pad Cap Distribution: © Client ❑ Contractor Date Mailed: ❑ Engineer ❑ Owner Tested By: Mike Blackwell © Municipality ❑ Distribute Other Reviewed: Alan Hale ❑ Architect ❑ Distribute Other 3 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden r in' OF TI IKWII a (a J 0 1'00,1 PERMIT CENTER Z H W U CO C ca w J � (D LL W O. LL a N =) _Cf f.. W Z = H O W ~ W U� O C. D I-- WW H FF- �O .• Z W U =. O F-' Z ' RECEIVED rITY nP TI IKWI) A 0 2004 Field Report Report Number: 38829 PERMIT CENTER Client: SGA Corporation Project Number: 04 -282 1501 North 200th St. Permit M -328 Shoreline, WA 98133 Project Name: enter Atrium Contact: Bill Address: 635 Andover Park W Date: 11/30/04 Time: Temperature: Visit to sited have visually inspected field welds for installation of fireplace flue. Reference details SK -3 and SK -4 by Seattle Structural, drawn by KB and dated 8- 26 -04. All welds are complete and acceptable. E7018 is used by certified welder. Copy of welders WABO's card to be faxed to AAR office. z W ce �. UO N o W= J CO LL W �J W ?. � =W f- O z t-- U� O- 0 r w H U H u. O: .. Z W CO) 0 0 F-' z (`q-yRnF TI V ED 4 DEC 1 0 200 Field Report Report Number: 38837 P ERMIT CENTER Client: SGA Corporation Project Number: 04 -282 1501 North 200th St. Permit #: D04 -328 Shoreline, WA 98133 Project Name: outhcenter Atrium Contact: Bill Address: 635 Andover Park W Date: Time: Temperature: 11 -18 -04 - Site visit, work not ready for inspection. 11 -19 -04 - Site visit. Visual inspection of steel framing at North and South mezzanine short walls show's field welded details to be complete and acceptable per SK -6 by Seattle Structural, dated 8 -26 -04 by KB. EZ018 is used by WABO certified welder David R. Greising #728647GRE. z Z W U Nc W= J � CO L WO } J. tL Q = �w Z f- H- O Z F- W W U �. CO Cl F- WW H L). O. Z CO O F. Z Field Report Report Number: 38023 Client: SGA Corporation 1501 North 200th St. Shoreline, WA 98133 Contact: Bill Project Number: 04 -282 Permit #: D04- 3289 Project Name: Southce ter Atrium Address: 635 Andover Park W Date: 10/28/04 Time: Temperature: Inspected installation of vertical #4 resteel for fireplace foundations and benches. Resteel was properly installed in clean, dry holes and secured with Simpson ET 22 epoxy. All work was completed as per detail SK2. * F c 1/ "99 O ° ° MM ? �0 < ' o F �/T Distribution: R Distribute Client ❑ Distribute Contractor E] Distribute Engineer ❑ Distribute Owner inspector: Graham, Jerry GRA 54 6955 R Distribute Municipality ❑ Distribute Other Reviewed by: Kim Anderson ❑ Distribute Architect ❑ Distribute Other All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden z z '~QQ W W� U0 CO co U.1 J H CO U w O J U— U)d �w Z �- O z �- w UJ U to 0 H W W, H O til z U= O z Field /Material Report Report Number: 28050 1 8 ti : 890i' taffi 6 In 6 h� 4 88158�12ait��45t.881{.544� ��'?,+h�.. rl � �,rC^t> G�`f5? :1Rr ;1�"`'1tt'�7 `.;� 4, 5"s�'. Mr ,�3 $ i •r, �r�.• r � 3 Client Name: SGA Corporation Project Number: 04 -282 Contact: Bill Permit # D04 -328 Client Address: 1501 North 200th St. Project Name: Southcenter Atrium Shoreline, WA 98133 Address: 635 Andover Park W Date: 11/3/04 Supplier: Stoneway Material Data: Concrete Plant Number: 014 Mix Number: 550 Truck Number: 408 Ticket Number: 463712 Number of Samples: 3 Yards placed: 2.5 Design Strength: 3000 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures 59 68 ASTM C 1064 ASTM C 143 4" ASTM C 231 9:30:00 AM 0 Location: See below Inspection Performed: Reinforced Concrete Grid Lines /Location: Atrium, fireplace base (middle part). Remarks: Resteel was checked prior to concrete pour. It was in compliance with approved drawings. Concrete was placed by a mechanical bucket and mechanically consolidated. ® Conforming to approved plans Inspector: Shprits, Yevgeniy SHP 41 396 Inspector2: Inspector3: Reviewed: Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 47710 11/10/04 7 6 X 12 28.26 1/1 73400 2600 C 1231 Pad Cap Distribution ® Client ❑ Contractor Date Mailed: '�Sc do �FNT ❑ Engineer ❑ Owner Tested By: Mike Blackwell _. _.... _ .. ®Municipality ❑Distribute Other Reviewed: Alan Hale ❑ Architect ❑ Distribute Other 3 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden .. _..__ _....._ .. JS4...j�: .,L� •t L:� t:..t .+.. sL.. �.l�..z:.'�J:u.�:...:�r.'..'.:. :lit':;.JO:.c J<:. . r,f.'s�y.hr.: is.{i . {....:.'�.. �.....Li'., ...:J .:� Z W JU U UD J H CO LL W } O J. LL Q co _ Co H =. H O Z H W U �. O N O F— WW H 3. O W Z U CO Z Field /Material Report Report Number: 28049 .e 9 i g M abo a c ar&18�'�5 i C�O� ,"wed ond; �W ' 9 tt L AY•e = on 425 885 1 y �C42'5i38 15441" t ` x,w rur�� ..a.. �•t�;r� :fr. ,�` tax. a:!•; Client Name: SGA Corporation Project Number: 04 -282 Contact: Bill Permit # D04- 328 ` 1 Client Address: 1501 North 200th St. Project Name: SouthcenterAtrium Shoreline, WA 98133 Address: 635 Andover Park W Date: 11/1/04 Supplier: Stoneway Material Data: Concrete Plant Number: 014 Mix Number: 550 Truck Number: 427 Ticket Number: 462932 Number of Samples: 3 Yards placed: 5 Design Strength: 3000 Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures 60 fi ASTM C 1064 ASTM C 143 4 1/4" ASTM C 231 9:00:00 AM 7gal by Contractor Location: See below Inspection Performed: Reinforced Concrete Grid Lines /Location: Atrium, concrete bases for fireplace and benches. Also, electrical trenches fill at 1st floor slab. Remarks: Resteei was checked prior to concrete pour. It was in compliance with approved drawings. Concrete was placed by a mechanical bucket and mechanically consolidated. ® Conforming to approved plans Inspector: Shprits, Yevgeniy SHP 41 396 Inspector2: Inspector3: Reviewed: Anderson, Kim Samples Tested in Accordance with ASTM: C 1231 Sample ID Test Date Age Size Area Set # Total Load PSI Method Fracture Type 47652 11/8/04 7 6 X 12 28.26 1/1 97760 3460 C 1231 Pad Cap N0 ��L Po �'q �' Distribution ® Client ❑ Contractor Date Mailed: ❑ Engineer ❑ Owner Tested By: Mike Blackwell ® Municipality ❑ Distribute Other Reviewed: Alan Hale ❑ Architect ❑ Distribute Other 3 All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory Is strictly forbidden Z � W QQ� J UO ND J = H 0) tl. WO 9 -1 U. N hW H O Z I— W UJ �p U O N C3 H. Wa H� O •Z W co O F- Z 1 t ~ ME COPY ®�Q1�M'1 t±�r ��A►� STRUCTURAL DETAIL PACKAGE for ATRIUM RENOVATION South Center Corp Square Tukwila, Washington August 26, 2004 RECEIVED CITY OF TUKWILA SEP - 3 2004 PERMIT CENTER Seattle Structural 1411 Fourth Avenue, Suite 760, Seattle, WA 98101 -2231 206 - 343 -3000 phone 206 - 343 -3013 fax Seattle Structural Project No. P4019.00 041aw 00, —6PA- ••ten REVIEWED FOR CODE COMPLIANCE APPROWED SEP 2 7 2004 k& 0 City Of Tukwila BUILDING DIVISION z D JU UQ N co W J� S2 U- w O J U- Q S2d =w z� F- o z F✓ W w U� O - o �- w U. .. z. w U= O z EXPIRES 121iC�f oft GENERAL STRUCTURA' ~ RTES A. GENERAL 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1997 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO Z CONSTRUCTION. DRAWING DESIGNED BY: Cpf� FP ;f- Z 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS W PRIOR TO COMMENCING ANY WORK. U Tukwila, Washington 08/26/04 UO 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL Cl) Cl COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CO) W PLANS. Co LL W 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, m} TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. J B. CONCRETE u. ¢ N d = W 1. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc = 3,000 PSI AND MIX SHALL CONTAIN NOT Z H LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE p A SLUMP OF 5" OR LESS. W IF- �5 2. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING U 0 N SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. p 01- 3. EPDXY GROUT SHALL BE SET EPDXY BY SIMPSON STRONG -TIE OR APPROVED EQUAL. = U C. STRUCTURAL STEEL U- O „ Z W co 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC U "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 0 F- BUILDINGS," LATEST EDITION, PLUS ALL REFERENCED CODES. Z 2. ALL SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. 3. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 4. EXPANSION BOLTS INTO CONCRETE SHALL BE "RED HEAD" TRUBOLT WEDGE ANCHORS AS MANUFACTURED BY ITW RAMSET /RED HEAD OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. WELDS, UNLESS OTHERWISE NOTED, SHALL BE 3116" CONTINUOUS FILLET WELDS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. ALL WELDS SHALL BE VISUALLY INSPECTED AT THE SITE BY A QUALIFIED INSPECTOR. Seattle DRAWN BY: KB Struc ATRIUM RENOVATION DRAWING DESIGNED BY: Cpf� FP DATE: Seattle Structural PS Inc. South Center Corp Square S K1 Civil and Structural Engineering Tukwila, Washington 08/26/04 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 -2231 SCALE: NA REF DWG: 206.343 -3000 phone 206 - 343 -3013 fax r n�ad+r�mwr X61,4er!t�A+n ?rMmt#'Ntr.3�.�?i' 5. PROVIDE EXTRA STUDS, SPECIAL MEMBERS, AND ACCESSORIES, AS REQUIRED AT CORNERS, INTERSECTIONS, OPENINGS ETC., IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED STANDARD DETAILS AND REQUIREMENTS. 6. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS, SHAPES AND DIMENSIONS OF ALL COLD FORMED LIGHT GAGE ELEMENTS. E. CARPENTRY 1. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER NER REPORT NUMBER 108. SHEATHING SHALL BE PLYWOOD PER UBC STD 23 -2. SCREW PLYWOOD TO METAL STUDS WITH #10 SCREWS @ 6" O.C. Seattle GENERALSTRUCTURA" �DTES DRAWN BY: KB D. COLD- FORMED STEEL FRAMING MEMBERS Structural 1. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE 18 GAUGE WITH 1 -5/8" FLANGES. DRAWING # ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL DATE: 08/26/04 ENGINEER PRIOR TO FABRICATION. CONNECTION FASTENERS SHALL BE #10 SCREWS. South Center Corp Square Tukwila, Washington 2. ALL COLD FORMED LIGHT GAGE METAL FRAMING SHALL MEET THE REQUIREMENTS OF THE M1 LATEST EDITIONS OF: SCALE: NA THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) THE AMERICAN IRON AND STEEL INSTITUTE (AISI) THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) } THE AMERICAN WELDING SOCIETY (AWS) H THE UNIFORM BUILDING CODE (UBC) ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. THE MOST STRINGENT REQUIREMENTS SHALL GOVERN WHERE CONFLICTS OCCUR BETWEEN SPECIFIED CODES AND STANDARDS. s 4. REFER TO MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS FOR CONDITIONS NOT OTHERWISE NOTED. 5. PROVIDE EXTRA STUDS, SPECIAL MEMBERS, AND ACCESSORIES, AS REQUIRED AT CORNERS, INTERSECTIONS, OPENINGS ETC., IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED STANDARD DETAILS AND REQUIREMENTS. 6. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS, SHAPES AND DIMENSIONS OF ALL COLD FORMED LIGHT GAGE ELEMENTS. E. CARPENTRY 1. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER NER REPORT NUMBER 108. SHEATHING SHALL BE PLYWOOD PER UBC STD 23 -2. SCREW PLYWOOD TO METAL STUDS WITH #10 SCREWS @ 6" O.C. Seattle DRAWN BY: KB Structural ATRIUM RENOVATION DRAWING # pp DESIGNED BY: r C r_f DATE: 08/26/04 Seattle Structural PS Inc. Civil and Structural Engineering South Center Corp Square Tukwila, Washington S KIIA 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 -2231 206 - 343 - 3000 phone 206 fax SCALE: NA REF DWG: Z Z LU JU UO (00 co LU J � CO) LL WO J LL a U� = �.. W Z F. �-- O w �5 U� ON o�_ WW H L). LL O W Z U= O Z s I 0 I M 6" "_ E PIPE, SEE MECHANICAL 13" FLUE SHIELD METAL PANEL ' �. 3/4" VERTICAL GRAIN FIR •� • PLYWOOD VENEER 1 /4" X 3/8" DEEP REVEAL, TYP. i r PLYWOOD SUBSTRATE 3-1/2" METAL STUD FRAMES VENETIAN PLASTER ON 5/8" GYP. BOARD, TYP. 3/8" PLYWOOD SUBSTRATE 4" METAL STUD FRAME, TYP. Imo, a " m 41-31' 1 ge 8" FLUE COLLAR, COORDINATE W/ MANUF. FIREPLACE BOX FOR LENNOX MODEL EBST -2 SEE - THROUGH GAS FIREPLACE. COORDINATE SIZE WITH MANUF. -4r4 W /E" 04 _5. 57 / N E PcKY G Poc.l r- 3 " 6 Ell CONCRETE SLAB HEARTH, SMOOTH FINISH # 1+ TYr' Seattle DRAWN BY: KB Structural ATRIUM RENOVATION DRAWING# lip DESIGNED BY: F P DATE: 08/26/04 Seattle Structural PS Inc. Civil and Structural Engineering South Center Corp Square Tukwila, Washington S K2 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 -2231 206 - 343 -3000 phone 206-343-3013 fax SCALE: NTS REF DWG: z '~ w � JU U00 V) J = 1- S2 LL to o LL Q rn =) = �w r z 1- o w �5 U o CO oII.- wW L ui z Cl) o z �:.,,,. ,.... ;. .:. ,.:.:; r.t .s:i,: 4'..; t r:..- Sk, 4 ' ia.: L: �.;: n.. c�u; isd. �.. u. .3.,i..;c�ti�t�.{r�.vY.vJrULvw .�:ir�:�w't78,�rf+iLO;iq,Ne 'tticit.�+.B:t�S;Nk. 'kLihi{e:4."�SU� • zS • �ritiAr:.'+ 1Gi+�'�4L�'.,P�cW±,�'„Y`5�?1u,. z W D L) 00 Cf) 0 U) 11,11.1 LL W LL U) 7 (3 W Z f- 0 Z F— W W O a � W LL J M U LL 0. . z Ui Z !, Seattle Structural Seattle Structural PS Inc. Civil and Structural Engineering 1411 Fourth Avenue, Suite 760 Seattle, WA 98101-2231 206-343-3000 phone 206-343-3013 fax ATRIUM RENOVATION QUU1.1 I %-#fz;l IMI %..Pul P .j4uol lu Tukwila, Washington DRAWN BY: KB DRAWING # DESIGNED BY: FPP DATE: S K3 08/26/04 SCALE: REF DWG: AS NOTED Jill L ! i i „� � !! w � I I I I I! I ; I I�{ l t ! !�'cl� s�Tfo� I l i ; � I I�� � LT !, Seattle Structural Seattle Structural PS Inc. Civil and Structural Engineering 1411 Fourth Avenue, Suite 760 Seattle, WA 98101-2231 206-343-3000 phone 206-343-3013 fax ATRIUM RENOVATION QUU1.1 I %-#fz;l IMI %..Pul P .j4uol lu Tukwila, Washington DRAWN BY: KB DRAWING # DESIGNED BY: FPP DATE: S K3 08/26/04 SCALE: REF DWG: AS NOTED �1 m �2 0 '550 Seattle Structural Seattle Structural PS Inc. Civil and Structural Engineering 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 -2231 206- 343 -3000 phone 206- 343 -3013 fax ATRIUM RENOVATION South Center Corp Square Tukwila, Washington DRAWN BY: KB DESIGNED BY: cpp DRAWING # DATE: S 08/26/04 SCALE: ..__ REF DWG: Z f]: Uj 2 JU UO NO CO W J � N U. WO 9-j LL Q CO = C f. H =. Z �. H O Z 1--. W W U O - O 1-- W Lu H �. LL O w Z CO O Z 145:$ 18'0 x -Y8 "FIA77r►IC-D Ok FA8RIQATL W/ 1 iAll HuM A" W Au- rioeme,% - 6AS f IPC .5TO ►2M e-' t.4 rZ oR !guirAi3t -E f 031rfoiveZ dDnSu .g7roN ,fir, Duer z �W 2 D JU UO Cl) Cl) LLI J = CO LL W O J L¢ Nd �W Z E- O z� w U CO , O N �H WW H (Y tt O. ., z W U= O~ z Lm c E�3�D L 2xz A'Y6 f 4 P4, dt-f P w/ C 2) stvs ro tfTt Srttp �c Cad SC2 To N SA. Al cw r4e7A(- S TUD 9Z CC A IT i DRAWN BY: KB Seattle DESIGNED BY: DRAWING# Structural ATRIUM RENOVATION FPP South Center Corp Square DATE: SK6 Seattle Structural PS Inc. Civil and Structural Engineering Tukwila, Washington 08/26/04 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 -2231 SCALE: REF DWG: 206- 343.3000 phone 206 - 343 -3013 fax IV Tj z �z �2 �U U (0 o W= J H V) V WO U J Q (j = W H Z F— O z F-- W UC3 ON 01- WW W U= O z GENERAL STRUCTURAL NOTES PRE A. GENERAL PP 1. ALL MATERIALS, WORKMANSHIP G AND CONSTRUCTION SHALL C01'aR1R'I'OTi�€ Q' c DRAWINGS, SPECIFICATIONS, AN THE2003 IB r, nS _ T� 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS - FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS w FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO o �F s �Fc/ST E�G��� CONSTRUCTION. AL E� 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS EXPIRES: 12110104 PRIOR TO COMMENCING ANY WORK. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. B. CONCRETE 1. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f = 3,000 PSI AND MIX SHALL CONTAIN LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRC A SLUMP OF 5" OR LESS. 2. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDI SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. 3. EPDXY GROUT SHALL BE SET EPDXY BY SIMPSON STRONG -TIE OR APPROVED EQUAL. C. STRUCTURAL STEEL 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, PLUS ALL REFERENCED CODES. 2. ALL SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. 3. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 4. EXPANSION BOLTS INTO CONCRETE SHALL BE "RED HEAD" TRUBOLT WEDGE ANCHORS AS MANUFACTURED BY ITW RAMSET /RED HEAD OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. RECEIVED III OF TI IKWII A 5. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE SEP 2 0 2004 PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. WELDS, UNLESS OTHERWISE NOTED, SHALL BE 3116" CONTINUOUS FILLET WELDS. WELDS SHOWN ON DRAWINGS PERMIT CENTER ARE MINIMUM SIZES. , ALL WELDS SHALL BE VISUALLY INSPECTED AT THE SITE BY A QUALIFIED INSPECTOR. ]Do 17 IF, WjKi SeattleI— Structural Seattle Structural PS Inc. Civil and Structural Engineering 1411 Fourth Avenue, Suite 760 Seattle, WA 98101 -2231 206 - 343 -3000 phone 206 - 343 -3013 fax ATRIUM RENOVATION IL REV, 9//7/04 DRAWN BY: KB DESIGNED BY: Cpp DRAWING # South Center Corp Square DATE: Tukwila, Washington 08/26/04 SCALE: NA ;E REVIEWED FOR CODE COMPLIANCE SEP 2 7 2004 City Of - Tukwila BUILDING DI VISION INCOMP ETE LTR# SK1 REF DWG: z Z � J0 UO cr) J = H C0 LL w00 �J LLQ 2 F. w Z H W w U� O- OH w LL Z 6i U= O z ' .,. ;f i , ;., ...... .M..i? .�U. u',>!+..:•.i�r t . �rw. � ..:. f�.• �:wlJi::.Rl:Y:v✓.4 ' 'gt�+tr;,'LVglftilYA6 .• �N ri A " WASHINGTON HOLDINGS September 20, 2004 Ken Nelson City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Permit Application Number D04 -328 Dear Ken: As discussed, I am writing this letter to ask that you allow us to separate the structural component from the architectural submittal for this project. We have revised our structural engineering to reflect the 2003 International Building Code and wish to re- submit as a revision. It is my understanding that that we may resume architectural work under the blanket permit. Sincerely, INCOMPLETE LTR# JRon Gree e RECEIVED AVP Sr. Construction Manager CITY nF TI IKWII A SEP 2 0 2004 Z W� J U' UO cA 0 CJ) w =: J F.. N LL: WO J' LL. Q _ d W. z� � z I- U� O �'. W W H U �O W Z U C, z 0 1 ip � qsy �O 1908 September 7, 2004 C t Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ron Greene Washington Holdings 600 University Street, Suite 2820 Seattle, Washington 98101 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -328 (Blanket Permit 04- 001 -13PA) 625 Andover Park West — Atrium Renovation Dear Ron: This letter is to inform you that your application received at the City of Tukwila Permit Center on September 3, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Deaartment: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. Structural engineering must be re -done under the 2003 International Building Code.. 2. Structural work may not be done under a blanket permit. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and W11 not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincer . Stefama Spencer Permit Technician Enclosures File: Permit File No. D04 -328 Z �w QQ JU UO CO W J = H LL W O L Q CO =d H W Z H t-- O Z F— W W U O N � H W W ~ 1= -O .. Z W U N t= _ O� Z PERMIT COORD COg f PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -328 DATE: 09 -20 -04 PROJECT NAME: WASHINGTON HOLDINGS SITE ADDRESS: 625 ANDOVER PARK WEST Original Plan Submittal X Response to Incomplete Letter #_ Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTA Buildir6olvision I Iq Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINA N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -21 -04 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS 7TING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions IM Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2 -28.02 ❑ No further Review Required DATE: DUE DATE: 10 -19 - 04 Not Approved (attach comments) ❑ z a� z �W 2 �U UO W= I— �L WO LLQ �D = �W z H ZO W W U ON o F- WW �F- U_ O z W co O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -328 DATE: 9-3 -04 PR03ECT NAME WASHINGTON HOLDINGS SITE ADDRESS 625 ANDOVER PK W X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS. Building g vision Public Works ❑ 5/ d pub T N4if Fire Prevention Structural m ❑ Planning Division F-1 Permit Coordinator DETERMINATION OF COMPLETENESS (Tues. Thurs.) DUE DATE: 9-7-04 Complete ❑ Incomplete Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: "� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DATE: -1 APPROVALS OR CORRECTIONS DUE DATE: 10-5 -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: Documents /routing slip.doc 2 -28.02 ❑ No further Review Required z �w 00 Cn 0 J = H � w LLQ �D _CY �w z Zo W w U O �' 0 �- wW O w z co ~O f- z City of Tukwila Steven M. Mullet, Mayor Department of Commtntity Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: httn: / /wwvv.ci.tukwila.wa.its REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the retail, fax, etc. Date: 9 / 0?0 © Plan Check/Permit Number: D04-328 /1 Response to Incomplete Letter # D4-- Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Washing Holdings Project Address 625 Andover Park West Contact Person Ron Greene Phone Number 00 _-pf3 - 5365 Summary of Revision: RECEIVED CITY OF T1 1KWtJ A PERMITCENTER Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: Z45 A r'14 Entered in Permits Plus on pplications Corms- applications on lineVevision submittal Created: 8 -13 -2004 Revised: Z =Z W QQ2 JU UO N� J = i— NLL WO LL ¢ D = �w z HO Z R— w U O - o E- W W 1— �z UJ v U) O F " Z AB & or + And JAN. Janitor L An gle 'T' Joint INDEX At 4- Centerline KIT. Kitchen • Diameter LIENT A RCHITECTURAL 1 Perpendicular LAB. Laboratory A-N.1 Channel LAM. Laminate ? E) Pound or Number LAV. Lavatory + SUBMITTALS Existing LKR. Locker ,A LT. light ACOUS. Acouptical A -N.3 GENERAL NOTES A.D. Area Drain MAX. Maximum ADJ. Adjustable M.C. Medicine Cabinet A.F.F. Above Finish Floor MECH. Mechanical AGGR. Aggregate MEMB. Membrane AL. Aluminum MTL. Metal APPROX. Approximate MFR. Manufacturer ARCH. Architectural MH. Manhole ASB. Asbestos MIN. Minimum ASPH. Asphalt MIR. Mirror 4. PROJECT T.I. SCOPE: MISC. Miscellaneous BD. Board M.O. Masonry Opening BITUM. Bituminous MTD. Mounted BLDG. Building MUL Mullion BLK. Block BLKG. Blocking N. North BM. Beam N.I.C. Not in Contract BOT. Bottom NO. or Number B.T.B. Bark to Back NOM. Nominal N.T.S. Not to Scale CAB. Cabinet 5. TYPE OF CONSTRUCTION: C.B. Catch Basin O.A. Overall CEM. Cement OBS. Obscure CER. Ceramic O.C. On Center C.I. Cast Iron O.D. Outside Diameter (Dim.) CLG. Ceiling O.F.C.I. Owner Furnished Contractor Installed CLO. Closet O.F.0.1. Owner Furnished Owner Installed CLR. Clear OFF. Office COL Column OPNG. Opening CONC. Concrete OPP. Opposite CONSTR. Construction CONT. Continuous PRCST. Precast CORR. Corridor PL. Plate CTSK. Countersunk P.LAM. Plastic Laminate CNTR. Counter PLAS. Plaster CTR. Center PLYWD. Plywood PR. Pair DBL. Double PT. Point DEPT. Department P.T.D. Paper Towel Dispenser D.F. Drinking Fountain P.T.D /R Combination Paper Towel DET. Detail Dispenser & Receptacle DIA. Diameter DIM. Dimension Q.T. Quarry Tile DISP. Dispenser DN. Down P. Riser D.O. Door Opening RAD. Radius DR. Door R.D. Roof Drain DWR. Drawer REF. Reference DS. Downspout REFR. Ref rigerator D.S.P. Dry Standpipe RGTR. Register DWG. Drawings REINF. Reinforced REQ D. Required E. East RESIL Resilient EA. Each RM. Room E.J. Expansion Joint R.O. Rough Opening EL. Elevation RWD. Redwood ELEC. Electrical R.W.L. Rain Water Leader ELEV. Elevator EMER. Emergency S. South ENCL. Enclosure S.C. Solid Core E.P. Electrical Panel S.C.D. Seat Cover Dispenser EQ. Equal SCHED. Schedule EQPT. E.W.C. E uipment Electric Cooler S.D. Soap Dispenser p Water SECT. Section Existing SH. Shelf EX AST. Existing SHR. Shower EXPO. Exposed SHT. Sheet EXP. Exp ansion SAM. Similar EXT. Exterior S.N.D. Sanitary Napkin Dispense S.N.R. Sanitary Napkin Receptacle F.A. Fire Alarm SNT. Sealant F.B. not Bar SPEC. Specification F.D. Floor Drain SQ. Square FDN. Foundation S.S. Stainless Steel F.E. Fire Extinguisher S.SK. Service Sink F.E.C. Fire Extinguisher Cab STA. Station F.H.C. Fire Hose Cabinet STD. Standard FIN. Finish STL. Steel FL. Floor STOR. Storage FLASH. Flashing STRL. Structural FLUOR. Fluorescent SUSP. Suspended F.O.C. Face of Concrete SYM. Symmetrical F.O.F. Face of Finish F.O.S. Face of Studs TRD. Tread FPRF. Fireproof T.B. Towel Bar F.S. Full Size T.C. Top of Curb FT. Foot or Feet T F L. Telephone F.T. Fire Treated TER. Terrazzo FTG. Footing T. &G. Tongue and Groove FURR. Furring THK. Thick FUT. Future T.P. To of Pavement T.P.D. Toilet Paper Dispenser GA. Gouge T.V. Television GALV. Galvanized T.W. Top of Wall G.B. Grab Bar TYP. Typical G.C. General Contractor GL. Glass /glazing UNF. Unfinished GND. Ground U.O.N. Unless Otherwise Noted GR. Grade UR. Urinal GYP. Gypsum V.C.T. Vinyl Composition Tile H.B. Home Bid VERT. Vertical N.C. Hollow Cab VEST. Vestibule HDWD. Hardwood V.I.F. Verify in Field HDWE. Hardware H.M. Hollow Metal W. West HORIZ. Horizontal W/ With HR. Hour W.C. Water Closet HGT. Height WD. Wood W 0 Without I.D. Inside Diameter (Dim.) W - Waterproof INSUL. Insulation WSCT. Wainscot INT. Interior WT. Weight South Center Corporate Square 914308 206.575.9800 FAX � � °� !w Dh Oft , CONTACT: MIKE 13YRON NOTE: ltevts 0 WM requke a new *n u*n#M 7. APPLICABLE CODES: Ord nW kxk de a kftwd Pim mvMw 61ea 2003 INTERNATIONAL BUILDING CODE "' r ATRIUM RENOVATION 2003 INTERNATIONAL MECHANICAL CODE 2002 NATIONAL ELECTRICAL CODE VICINITY MAP SITE PLAN 2003 UNIFORM PLUMBING CODE ALL WORK IS LIMITED TO THE FOLLOWING: C ..�, 74 '••• • , _- r ti3"�� " , •�11 „ . MRrE■ r�r�t�ARrA� '' REAL ESTATE S 0 , SUSPENDED �., •.... _ J 1 _� WASHINGTON DEMOLITION AND CONSTRUCTION OF INTERIOR PARTITIONS, = �' nor CEILING (EXISTING I 1 �L0 gclr_ re I --- - Mo REMAIN, PATCH & REPAIR) AND INTERIOR nNISHES. ALTERATIONS TO MECHANICAL. ELECTRICAL AND VOICE / DE SEPARATE DATA CABLING SYSTEMS ARE TO BE FILED UNDER - r ' .... a n d u str i al .. • j ' ,' N( HO LDIN GS , L . L . C . P d t' }� PERMIT. THE SCOPE OF WORK DOES NOT INCLUDE ALTERATIONS TO THE EXISTING , . P as r d �Y Y x:... I i s 600 UNIVERSITY STREET 54 BUILDING ENVELOPE. -� ,r - - - - - -- - y , .^� h r-� ,; - s , � � ! SEATTLE, WASHINGTON LOR ►ORAff )1 YE SfIlR 1 s my of 1{�l ^ *a 98101 y • ? '' D ( •� __ ' antler _ .. + LOT 3 - k •. r � I -- ' r `' r THAT PO �' .`"�" ,� � ,. . ' . . -, - .r• • - . � - . , ! ,r' ,, RTION OF THE MST . 1/2 OF THE NORTHWEST 1/4 CF THE SOFT 1/4 � � �` 5� .,,�,,.... , • � �t - - ; OF SECTI0h 16, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. bESCRiasD As : I I • .M fi t1 ,W = • T F . T I I �. • } ,1 r e . w o X a CO MMENCING AT THE NORZ'��1' CORNER OF SAID EAST 1 / 2 WHICH I S h � � 1 � ' � . ' ' , 0 • = _ O •r - . • 3 •- N88 °05 ,r !: 4Z w k ALONG THE NORTH LINE OF SAID HOUTPRAST 1/4 , A DISTANCE OF '""- ,�. '~' = 5 8 C j 1,339.34 FEET FROM THE NOR THEAST CORNER '1 F n SAID SOUTIM ST 1/ TIz•EDTCG 1;88 0 05 1 42 "W ALONG THE NORTH LTNR nF SAID RAST 1/1 , A DiaMCE Off' I � (f� _ � � � r ,. � � ~I 27 659.34 FEET; THENCE 901 0 47 29 "K C� +- •Q� _ y A DI STANCE OF 1C23. 8 8 FEET TO THIS TRUE ; !�--7 U pk�n� C� r �- ��: � � ' POINT OF BE'GINNING1 "` -. .+ . _. � f & Q / w a 1 C P AR►O )1 •YE R r ( 7 ! CRAU 00410 THENCE Ni 4 7 2 4 E A DI S TANC2 OF 5 0 7.9 3 MM- T , THENCE S 6 8.0 5 ' 4 Z 0 E A �, I I dl� rt a U r ;� •� ;� _.� _ ,. - DISTANCE OF 150.00 FEBT TO A POINT ON A HORIZONTAL CURVE, TrM RADIUS � `�' - c • r ' � ' � ._ ' r ; POINT 0 0 ► " OF WHI C`�t S 78 S 6 4 8 E , , 5 , 0.0 0 F EET; TAffiYCE SOU'TTiSi4S 1'�; -LY ALONG SA ID CURVE THROUMI A CENTRAL ANGLE OF 153 % 54' 5 OF 13 4.3 Z 0" A D ISTANCE • •' tY � �, ,� f? �, a � I � FEET TO TII� "POINT OF REVERSE CURVE, THE RADIUS POINT OF WHI SEARS $ N 10 D� 2 ° 5 :.' 3 8 ~ E, :5 • 00 FEET; THRICE DI Ult'1' 1 ASTSRLY ALO NG SAID CURVE THROUGH ��•' t h St ' 3 A CENTRAL ANGLE O F 54 "4 5 • : b' A DISTANCE OF 14.34 FEET; THENCE fr] ,. s . „Drj LISTANLE ur' 32 7.05 FEET TO THH BEGINNING OF A HORIZONTAL CURVE, THE RADIUS YU1:VT OF WHICH BEARS S 1 ° 59 ' 8 "W, 50.00 FEET; :'�MCE � SCUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL, ANGLE OF 89 A M t� • �' -� - -• dJ ;.~•. � - ' .12 _j � - � � 184th St. - - - - -- DISTANCE Ur• 18.44 FEET; T'HENCS S1 "W A DISTANCE OF 377,00 FEET TO E �i_ �� .' '; - • TI.Ih bEGINNING OF A HORIZONTAL CURVE, THE RADIUS POINT OF WHICH REARS ��.� ;�' }�' ,� .. N d B ° I 2 ' 31'' W, 5 0.0 0 FEET; THENCE SOUTHWE ALONG SAIL CURVE THROUGH 8 brit? RI A CENTRAL ANGLE OF .90 A DISTANCE OF 78.64 FFRT • THEDTCR EA •-# NB8 05 42 "W A DISTANCE OF 3A FEET TO THE RFr, YtwlNG OF A HORIZONTAL � T _ C14 1 th CURVE, THE RADIUS POINT OF WHICH BEARS N1c54' 18 15 . 00 FEETi THENCE NOR •lwESTERL ALONG SAID rURVE THROUGH A CEN TRAL ANGLE OF 54 °45' 56" A EXITING DIAGRAMS KEY PLAN DISTANCE OF 14.34 FEET TO TVE POINT OF REVERSE CURVE, Trim RADIUS POIDT'I - - - - - - -- OF WEI CH BEARS S 5 6 0 4 n $ 14"W, 50-00 FPRT i TR=CE O01M1 nTESTERLY ALONG SAID CURVE THRO M A CErTTPAL ANGLE O F 118 ° 0 3' 41- A DISTANCE Ol' 203.03 FEET; THENC'F Np 8 c 15' 43 "W A DISTILVCB OF 154-72 FEET To THL PorNT Ur' BEGTh . Wing 0 rnNTA?N:.NG AN AREA OF 30 0 , 210 3Q . FT . MORE OR LESS GENERAL SYMBOLS ----------------------------------------- N.I.C. A DRAWING NOTE - 1 COLUMN GRID LINE CLOW MATH REVISION DELTA QFFCE 100 ROOM NLMABER NIAIl -TYPE BUG 04 B 012 AREA NUMBFR 23A DOOR NUMBER 1 `•.. REFERENCE WI TH CIRCLE r � DETAIL REFERENCE DIMENSIONS 1 DETAIL REFERENCE :1 NTH ARROW 1 r DIMENSION CENTERLMIE i DETAIL FLAG ALraN A11QN ELEVATION REFERENCE DATUM KTA L MLE DETAIL TITLE ,n + ELEVATION C MN T= N/IN DRAWI SCALE Y N.I.C. N.I.C. N.I.C. wee ft"rT � � � � � i i 4 PATH OF TRAVEL N F LOOR XIT1 DIAGRAM N AD FLOOR EXMNG DIAGRAM _ 28 C W •' - SEP 0 3 04 pE WT (;EliiM r. A FOR PERMIT & PWANG W.27.04 FOR CLIENT REVIEW 016.16.04 Iowa Description Dote 8457 REG13TERE0 STA164F WAlHUM SEATTLE PIER 56 1201 ALASKAN WAY. SUTE 201 SEATTLE. WAHCTON 98101 ' 206.264.9195 FAX 206.624.1525 •MM,ft ALL 01tArm M rrto W" ft W" cmilva N OWK to UN10rl M rarr OF A[ 1=41W. we N SW wr NOT K WwAft Uft A 0W.M ow K 0, CEO OF Of MMVCT QowT} rot *_ Oad( Eft N+ owner NVV4 !ab N0. � _M__W 3o*e PROJECT INFO., SHEET INDEX + z EXITING DIAGRAM _ AN mi ],_ �..,�......- . _. r . _» �. . .`, . hR ►. = 1 .a+• -.., .. - .:r+M,. +..j •.. ... +W`i�,�'..s.- r...A.YM�e.y Orly. r ,!! A 1�0�- � CODE INFORMATION PROJECT DIRECTORY INDEX OF DRAWINGS I. THE CONTRACTOR SHALL CONFORM TO ALL CURRENT CODES, ORDINANCES ETC LIENT A RCHITECTURAL WHICH HAVE JURISDICTION OVER THE WORK, AND SHALL RETAIN RESPONSIBILITY FOR WASHINGTON HOLDINGS A-N.1 PROJECT INFO., SHEET INDEX + EXITING DIAGRAM COMPLIANCE WITH THE LATEST REVISIONS. 600 UNIVERSITY STREET - SUITE 2820 - N.2 GENERAL NOTES + SUBMITTALS SEATTLE, WA 98101 ,A 2. SITE ADDREtiS. 206.613.5316 206.613.5301 FAX A -N.3 GENERAL NOTES +ADD ALTERNATIVES BUILDING 7 CONTACT: MARK BARBIERI A -N.4 GENERAL NOTES 655 M DOVER PARK WEST '� UKWIL %, WA 98188 ARCHITECT OF RECORD A -1.0 FIRST FLOOR PLANS 3. OCCUPANCY TYPE INTERIOR ARCHITECTS PIER 56 - SUITE 201 A -2.0 SECOND FLOOR PLANS B- OFFICE 1201 ALASKAN WAY SEATTLE, WA 98101 A -3.0 ELEVATIONS 206.264.9195 206.624.1525 FAX A -4.0 'DETAILS, ELEVATIONS & ENLARGED PLANS 4. PROJECT T.I. SCOPE: CONTACT: EDWARD HANSICKI A- 5.0 DETAILS 1 ST FLOOR 3,714 S.F. GENERAL CONTRACTOR 2ND FLOOR 2,051 S.F. ��it Na • TBD TOTAL PROJECT = 5,765 S.F. �M, , eROrs end Rig"� Of cowivehm documents does not 81111111011111111 vloiUon of any adopted code or • M� 5. TYPE OF CONSTRUCTION: dvMed Field and mr is TYPE 1 - FR - FULLY SPRINKLERED MEP ENGINEER HERMANSON COMPANY 6. ASSESSOR'S PARCEL NUMBER: 1221 2ND AVE NORTH SEATTLE, WA 98032 *• de"ges d" be mends es eam 9!NW at % MIS South Center Corporate Square 914308 206.575.9800 FAX � � °� !w Dh Oft , CONTACT: MIKE 13YRON NOTE: ltevts 0 WM requke a new *n u*n#M 7. APPLICABLE CODES: Ord nW kxk de a kftwd Pim mvMw 61ea 2003 INTERNATIONAL BUILDING CODE "' r ATRIUM RENOVATION 2003 INTERNATIONAL MECHANICAL CODE 2002 NATIONAL ELECTRICAL CODE VICINITY MAP SITE PLAN 2003 UNIFORM PLUMBING CODE ALL WORK IS LIMITED TO THE FOLLOWING: C ..�, 74 '••• • , _- r ti3"�� " , •�11 „ . MRrE■ r�r�t�ARrA� '' REAL ESTATE S 0 , SUSPENDED �., •.... _ J 1 _� WASHINGTON DEMOLITION AND CONSTRUCTION OF INTERIOR PARTITIONS, = �' nor CEILING (EXISTING I 1 �L0 gclr_ re I --- - Mo REMAIN, PATCH & REPAIR) AND INTERIOR nNISHES. ALTERATIONS TO MECHANICAL. ELECTRICAL AND VOICE / DE SEPARATE DATA CABLING SYSTEMS ARE TO BE FILED UNDER - r ' .... a n d u str i al .. • j ' ,' N( HO LDIN GS , L . L . C . P d t' }� PERMIT. THE SCOPE OF WORK DOES NOT INCLUDE ALTERATIONS TO THE EXISTING , . P as r d �Y Y x:... I i s 600 UNIVERSITY STREET 54 BUILDING ENVELOPE. -� ,r - - - - - -- - y , .^� h r-� ,; - s , � � ! SEATTLE, WASHINGTON LOR ►ORAff )1 YE SfIlR 1 s my of 1{�l ^ *a 98101 y • ? '' D ( •� __ ' antler _ .. + LOT 3 - k •. r � I -- ' r `' r THAT PO �' .`"�" ,� � ,. . ' . . -, - .r• • - . � - . , ! ,r' ,, RTION OF THE MST . 1/2 OF THE NORTHWEST 1/4 CF THE SOFT 1/4 � � �` 5� .,,�,,.... , • � �t - - ; OF SECTI0h 16, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. bESCRiasD As : I I • .M fi t1 ,W = • T F . T I I �. • } ,1 r e . w o X a CO MMENCING AT THE NORZ'��1' CORNER OF SAID EAST 1 / 2 WHICH I S h � � 1 � ' � . ' ' , 0 • = _ O •r - . • 3 •- N88 °05 ,r !: 4Z w k ALONG THE NORTH LINE OF SAID HOUTPRAST 1/4 , A DISTANCE OF '""- ,�. '~' = 5 8 C j 1,339.34 FEET FROM THE NOR THEAST CORNER '1 F n SAID SOUTIM ST 1/ TIz•EDTCG 1;88 0 05 1 42 "W ALONG THE NORTH LTNR nF SAID RAST 1/1 , A DiaMCE Off' I � (f� _ � � � r ,. � � ~I 27 659.34 FEET; THENCE 901 0 47 29 "K C� +- •Q� _ y A DI STANCE OF 1C23. 8 8 FEET TO THIS TRUE ; !�--7 U pk�n� C� r �- ��: � � ' POINT OF BE'GINNING1 "` -. .+ . _. � f & Q / w a 1 C P AR►O )1 •YE R r ( 7 ! CRAU 00410 THENCE Ni 4 7 2 4 E A DI S TANC2 OF 5 0 7.9 3 MM- T , THENCE S 6 8.0 5 ' 4 Z 0 E A �, I I dl� rt a U r ;� •� ;� _.� _ ,. - DISTANCE OF 150.00 FEBT TO A POINT ON A HORIZONTAL CURVE, TrM RADIUS � `�' - c • r ' � ' � ._ ' r ; POINT 0 0 ► " OF WHI C`�t S 78 S 6 4 8 E , , 5 , 0.0 0 F EET; TAffiYCE SOU'TTiSi4S 1'�; -LY ALONG SA ID CURVE THROUMI A CENTRAL ANGLE OF 153 % 54' 5 OF 13 4.3 Z 0" A D ISTANCE • •' tY � �, ,� f? �, a � I � FEET TO TII� "POINT OF REVERSE CURVE, THE RADIUS POINT OF WHI SEARS $ N 10 D� 2 ° 5 :.' 3 8 ~ E, :5 • 00 FEET; THRICE DI Ult'1' 1 ASTSRLY ALO NG SAID CURVE THROUGH ��•' t h St ' 3 A CENTRAL ANGLE O F 54 "4 5 • : b' A DISTANCE OF 14.34 FEET; THENCE fr] ,. s . „Drj LISTANLE ur' 32 7.05 FEET TO THH BEGINNING OF A HORIZONTAL CURVE, THE RADIUS YU1:VT OF WHICH BEARS S 1 ° 59 ' 8 "W, 50.00 FEET; :'�MCE � SCUTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL, ANGLE OF 89 A M t� • �' -� - -• dJ ;.~•. � - ' .12 _j � - � � 184th St. - - - - -- DISTANCE Ur• 18.44 FEET; T'HENCS S1 "W A DISTANCE OF 377,00 FEET TO E �i_ �� .' '; - • TI.Ih bEGINNING OF A HORIZONTAL CURVE, THE RADIUS POINT OF WHICH REARS ��.� ;�' }�' ,� .. N d B ° I 2 ' 31'' W, 5 0.0 0 FEET; THENCE SOUTHWE ALONG SAIL CURVE THROUGH 8 brit? RI A CENTRAL ANGLE OF .90 A DISTANCE OF 78.64 FFRT • THEDTCR EA •-# NB8 05 42 "W A DISTANCE OF 3A FEET TO THE RFr, YtwlNG OF A HORIZONTAL � T _ C14 1 th CURVE, THE RADIUS POINT OF WHICH BEARS N1c54' 18 15 . 00 FEETi THENCE NOR •lwESTERL ALONG SAID rURVE THROUGH A CEN TRAL ANGLE OF 54 °45' 56" A EXITING DIAGRAMS KEY PLAN DISTANCE OF 14.34 FEET TO TVE POINT OF REVERSE CURVE, Trim RADIUS POIDT'I - - - - - - -- OF WEI CH BEARS S 5 6 0 4 n $ 14"W, 50-00 FPRT i TR=CE O01M1 nTESTERLY ALONG SAID CURVE THRO M A CErTTPAL ANGLE O F 118 ° 0 3' 41- A DISTANCE Ol' 203.03 FEET; THENC'F Np 8 c 15' 43 "W A DISTILVCB OF 154-72 FEET To THL PorNT Ur' BEGTh . Wing 0 rnNTA?N:.NG AN AREA OF 30 0 , 210 3Q . FT . MORE OR LESS GENERAL SYMBOLS ----------------------------------------- N.I.C. A DRAWING NOTE - 1 COLUMN GRID LINE CLOW MATH REVISION DELTA QFFCE 100 ROOM NLMABER NIAIl -TYPE BUG 04 B 012 AREA NUMBFR 23A DOOR NUMBER 1 `•.. REFERENCE WI TH CIRCLE r � DETAIL REFERENCE DIMENSIONS 1 DETAIL REFERENCE :1 NTH ARROW 1 r DIMENSION CENTERLMIE i DETAIL FLAG ALraN A11QN ELEVATION REFERENCE DATUM KTA L MLE DETAIL TITLE ,n + ELEVATION C MN T= N/IN DRAWI SCALE Y N.I.C. N.I.C. N.I.C. wee ft"rT � � � � � i i 4 PATH OF TRAVEL N F LOOR XIT1 DIAGRAM N AD FLOOR EXMNG DIAGRAM _ 28 C W •' - SEP 0 3 04 pE WT (;EliiM r. A FOR PERMIT & PWANG W.27.04 FOR CLIENT REVIEW 016.16.04 Iowa Description Dote 8457 REG13TERE0 STA164F WAlHUM SEATTLE PIER 56 1201 ALASKAN WAY. SUTE 201 SEATTLE. WAHCTON 98101 ' 206.264.9195 FAX 206.624.1525 •MM,ft ALL 01tArm M rrto W" ft W" cmilva N OWK to UN10rl M rarr OF A[ 1=41W. we N SW wr NOT K WwAft Uft A 0W.M ow K 0, CEO OF Of MMVCT QowT} rot *_ Oad( Eft N+ owner NVV4 !ab N0. � _M__W 3o*e PROJECT INFO., SHEET INDEX + z EXITING DIAGRAM _ AN mi ],_ �..,�......- . _. r . _» �. . .`, . hR ►. = 1 .a+• -.., .. - .:r+M,. +..j •.. ... +W`i�,�'..s.- r...A.YM�e.y Orly. r ,!! A 1�0�- � r GENERAL NOTES I. ALL WORK SHALL COMPLY WITH THE APPUCABLE BUILDING CODES AND ORDINANCES ADOPTED BY THE GOVERNMENTAL JURISDICTION FOR THE PROJECT. THE SPECIFICATIONS SHALL BE SUPPLEMENTAL TO ALL CODES AND ORDINANCES GOVERNING THE WORK IN CASE OF A CONFLICT WHERE METHODS OR STANDARDS OF INSTALLATION OF MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE CODES AND ORDINANCES THE LATER SHALL GOVERN. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY INTERIOR ARCHITECTS OF ANY CONFLICTS BETWEEN THFSE DRAWINGS AND LOCAL BUILDING CODES AND ORDINANCES. 2. PRIOR TO BEGINNING ANY WORK, G. C. SHALL FURNISH A CONSTRUCTION SCHEDULE TO IA SHOWING THE CHRONOLOGICAL PHASES OF WORK AND ALL RELATED ACTIVITIES FOR THE COMPLETION OF THE PROJECT. THE SCHEDULE SHALL INDICATE THE LENGTH OF TIME FOR EACH PHASE, START AND COMPLETION DATES OF PHASES, INCORPORATE ALL CRITICAL ORDERING LEAD TIMES, AND A PROJECT A FINAL PROJECT COMPLETION DATE. G. C. SHALL ALSO INCORPORATE INTO THE CONSTRUCTION SCHEDULE, ANY NOTED CONSTRUCTION COMPLET ON DATES ON THE PART OF THE TENANT AND TAKE INTO ACCOUNT ALL BUILDING REQUIREMENTS WHICH MAY REQUIRE "OVERTIME' OR "AFTER HOURS WORK ". 3. THE LANDLORD'S BUILDING REQUIREMENTS FOR CONSTRUCTION SHALL APPLY TO ALL WORK. IT SHALL. BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THEM. 4. G. C. SHALL COMPLY WITH THE REQUIREMENTS OF THE LANDLORD AS TO TO THE HANDLING OF CONTRACTORS' MATERIALS, DELIVERIES, EQUIPMENT, AND DEBRIS. 5. G. C. IS TO EXERCISE SPECIAL CARE IN THE HANDUNG OF DELIVERIES, MATERIALS, EQUIPMENT, AND RUBBISH TO AVOID INCONVENIENCE AND ANNOYANCE OF OCCUPIED TENANT AREAS OR BUILDING PUBLIC AND SERVICE AREAS. 6. ALL WORK TO BE PERFORMED IN OCCUPIED AREAS OR OTHER TENANTS SPACES SHALL BE PERFORMED AS "OVERTIME WORK" AFTER BUSINESS HOURS. G.C. SHALL CONFORM TO THE BUILDING RULES AND REGULATIONS FOR SUCH WORK. 7. G. C. SHALL BE RESPONSIBLE FOR CONTACTING THE BUILDING MANAGEMENT TO DETERMINE SPECIAL BUILDING REQUIREMENTS THAT WILL AFFECT THE WORK AND WHAT CONSTRUCTION ACTIVITIES ARE PERMISSIBLE DURING "REGULAR BUSINESS HOURS" AND WHAT WORK SUCH AS NOISY WORK, SYSTEM SHUTDOWNS, AND THE LIKE, WILL BE REQUIRED "AFTER BUSINESS HOURS." "AFTER HOURS" OR "OVERTIME WORK" MUST BE APPROVED IN ADVANCE THROUGH THE LANDLORD'S BUILDING MANAGER. 8. G. C. SHALL BE RESPONSIBLE FOR COORDINATING WITH THE BUILDING MANAGER, ANY AND ALL SHUT DOWNS OF BUILDING SYSTEMS TO FACILITATE THE REQUIRED WORK PER THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO WAC, SPRINKLER, ELECTRICAL PLUMBING, DNA, ETC. "SHUT DOWN" WORK SHALL BE PERFORMED AS "OVERTIME WORK 9. G. C. IS TO FURNISH ALL LABOR AND MATERIALS IN SUFFICIENT QUANTITIES TO COMPLETE THE WORK WITHIN THE TIME STATED IN THE CONSTRUCTION CONTRACT. 10. THE G. C. SHALL FURNISH FIELD PROGRESS REPORTS TO IA FOR ALL PHASES OF CONSTRUCTION. 11. G. C. SHALL COORDINATE ALL WORK BEING PERFORMED. G. C. SHALL INSURE THAT ANY ONE TRADE'S WORK WILL NOT BE UMITED TO ONLY ONE PART OF THE TOTAL WORK AREA. EACH AND EVERY TRADE SHALL PERFORM THEIR INDIVIDUAL WORK SO AS NOT TO DELAY THE FOLLOWING TRADE. 12. G. C. SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS RELATING TO THE WORK AND SHALL ASSURE PROTECTION OF ADJACENT OCCUPANCIES. 13. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE MAINTAINED OPERATIONAL. ALL EXITS AND FIRE EXTINGUISHERS SHALL BE CONSPICUOUSLY POSTED. 14. G. C. SHALL PROTECT THE LANDLORD'S PROPERTY AND ADJACENT TENANT AREAS. ANY DAMAGE TO THE SAME CAUSED BY HIS WORK OR WORKMEN MUST BE CORRECTED WITHOUT DELAY AT THE G. C.'S COST. 15. G. C. SHALL PROTECT ALL EXISTING CORE AND PERIMETER WALLS DURING THE ENTIRE PERIOD OF CONSTRUCTION. ANY DAMAGE TO EXISTING AREAS NOT DESIGNATED FOR REFURBISHMENT BY THE CONTRACT DOCUMENTS SHALL BE REPAIRED TO ORIGINAL CONDITION BY G. C. AT OWN EXPENSE. 16. G. C. IS TO PROVIDE AND MAINTAIN SAFE AND UNINTERRUPTED USE OF MECHANICAL AND ELECTRICAL SYSTEMS IN OCCUPIED TENANT AREAS. 17. G. C. IS TO VISIT THE SITE AND REVIEW THE EXISTING CONDITIONS AFFECTING THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS MUST BE REPORTED TO INTERIOR ARCHITECTS IN WRITING PRIOR TO START OF CONSTRUCTION. 18. G. C. IS RESPONSIBLE FOR ALL ITEMS OF THE WORK INDICATED OR NOTED ON THE DRAWINGS UNLESS ZPECIFICALLY NOTED AS "BY OTHERS ". 19. G. C. IS TO PERFORM ADDITIONAL FIELD CUTTING, FITTING AND PATCHING THAT MAY BE REQUIRED TO MAKE SEVERAL PARTS FIT TOGETHER PROPERLY. 20. G. C. SHALL NOT ENDANGER ANY WORK BY CUTTING, CORING, OR OTHERWISE ALTERING BUILDING ELEMENTS WITHOUT REVIEW BY LANDLORD'S BUILDING ENGINEER. 21. THE G. C. SHALL BE RESPONSIBLE FOR REMOVAL OF ALL WORK RELATED RUBBISH AND WASTE MATERIALS FROM T1 WORK AREA. G. C. IS TO PERFORM PERIODIC JOBSITE CLEANING TO PREVENT DIRT, DEBRIS, OR DUST FROM LEAVING THE PREMISES BEING ALTERED. CONTAINERIZE ALL DEBRIS, REMOVE, AND BROOM CLEAN THE CONSTRUCTION AREA AT COMPLETION OF EACH WORK DAY. UPON COMPLETION, REMOVE ALL DEBRIS AND LEAVE THE PREMISES READY FOR OCCUPANCY. 22. G. C. SHALL BE RESPONSIBLE FOR ALL TEMPORARY UGHT, HEAT AND POWER REQUIRED TO COMPLETE CONSTRUCTION. 23. G. C. SHALL BE RESPONSIBLE FOR ALL HOISTING RELATED TO THE WORK OF THIS CONTRACT. 24. THE G. C. SHAD_ MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE FLOOR(S) DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. 25. THERE SHALL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED WITHOUT PRIOR APPROVAL. WHERE THE TERM "OR APPROVED EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. THE G.C. SHALL SUBMIT, IN WRITING, A REQUEST TO SUBSTITUTE A MATERIAL, PROVIDING REASON FOR SUBSTITUTION, PRODUCT SPECIFICATION, AND PHYSICAL SAMPLE TO IA FOR APPROVAL, PRIOR TO COMMENCEMENT OF WORK. 26. THE G. C., UPON COMPLETION OF THE WORK AND AS PART OF THE FINAL ACCEPTANCE, SHAL SUBMIT TO K ALL 'CERTIFICATES FOR OCCUPANCY" ISSUED BY THE JURISDICTIONAL REVIEW AUTHORITIES GOVERNING PERMITS FOR THE WORK INCLUDING IN ADDITION TO THE BUILDING PERMIT; HVAC, ELECTRICAL, PLUMBING, AND FIRE PROTECTION PERMITS. GENERAL NOTES (continued) 27. G. C. IS TO PROVIDE SHOP DRAWINGS FOR ALL MILLWORK AND HARDWARE. 28. G. C. IS TO COORDINATE ALL SHOP DRAWINGS, INCLUDING BUT NOT UMITED TO, HVAC, SHEET METAL AND LIGHTING SHOWING ANY POSSIBLE CONFUCT WITH CLEAR HEIGHTS AND EXISTING BEAMS, DUCTS, PIPES, ETC. THAT COULD CRITICALLY AFFECT THE CEILING ELEVATION. 29. THE G. C. SHALL PROVIDE AT THE COMPLETION OF THE PROJECT, A REPRODUCIBLE '"RECORD SET` OF DRAWINGS (ASBUILTS) IN A FORMAT ACCEPTABLE TO THE TENANT AND LANDLORD. THE 'REC.ORD SET' SHALL SHOW 4CTUAL LOCATIONS OF ALL CONSTRUCTION ITEMS, EXPOSED OR CONCEALED, AS DENOTED IN THE CONSTRUCTION DOCUMENTS. DEVIATIONS BETWEEN THE ACTUAL FIELD CONDITIONS AS CONSTRUCTED OR INSTALLED AND THE CONSTRUCTION DRAWINGS SHALL BE CLEARLY INDICATED AND `CLOUDED ". 30. THE TENANT WITHOUT INVALIDATING THE CONTRACT, MAY ORDER L)aRA WORK OR MAY MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM WORK, THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL. BE EXECUTED UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. 31. IF THE G. C. CLAIMS THAT ANY REVISION TO THE DRAWINGS INVOLVES EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE THE TENANT WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER RECEIPT OF SUCH INSTRUCTIONS AND BEFORE PROCEEDING TO pcECLrTE THE WORK. IN ANY EVENT, NO SUCH CLAIM SHALL BE VALID UNLESS SO MADE. 32. UNLESS OTHERWISE NOTED, NO PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. ALL CLAIMS FOR ADDITIONAL WORK SHALL BE SUBMITTED IN WRITING FOR APPROVAL OF THE TENANT AND SHOULD INCLUDE A COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED, MATERIALS BEING USED, THE CONSTRUCTION SPACE NUMBER OF THE AREA BEING WORKED IN AND THE AUTHORIZATION UNDER WHICH THE WORK IS BEING PERFORMED. 33. THE G. C. SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 34. IT IS UNDERSTOOD THAT ALL BIDS SUBMITTED FOR THIS PROJECT ARE FURNISHED WITHOUT OBLIGATION AND THAT THE TENANT RESERVES THE RIGHT TO ACCEPT OR REJECT ANY PROPOSALS OR PART OF ANY BID SUBMITTED. 35. THE SUBCONTRACTORS AGREE TO INDEMNIFY AND HOLD HARMLESS THE OWNER OF THE BUILDING, THE OWNER OF THE FEE, THE MANAGING AGENTS AND EMPLOYEES OF ALL OF THE FOREGOING, AND ANY AND ALL MORTGAGES, AGAINST ANY AND ALL CWMS, SUITS, LOSSES OF EXPENSES BY REASON OF ANY LIABILITY ARISING OUT OF OR IN CONSEQUENCE OF THE PERFORMANCE OF THIS CONTRACT (AND /OR IMPOSED BY LAW UPON ANY AND ALL OF THEM) BECAUSE OF PERSONAL INJURIES, INCLUDING DEATH AT ANY TIME RESULTING THEREFROM, SUSTAINED BY ANY PERSON AND DAMAGE TO PROPERTY, WHETHER SUCH INJURIES TO PERSONS OR DAMAGES TO PROPERTY ARE DUE OR CLAIMED TO BE DUE TO NEGUGENCE OF THE CONTRACTOR. THE OWNER OF THE BUILDING, THE OWNER OF THE FEE, THE MANAGING AGENTS AND EMPLOYEES OF ALL OF THE FOREGOING, AND ANY AND ALL MORTGAGES OF ANY OTHER PERSON FOR ANY OTHER ,REASON. 36. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL. BE REPLACED BY WORK CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL. OR FINAL, SHALL. BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 37. G. C. SHALL PATCH AND REPAIR ALL FIREPROOFING DAMAGE INCURRED DURING DEMOLITION AND /OR CONSTRUCTION. MAINTAIN EXISTING RATINGS ON ASSEMBLIES. 38. CONTRACTOR SHALL FIREPROOF, AS REQUIRED BY CODE, ALL NEW PENETRATIONS GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS. 39. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS, UNENFORCEABLE, SUCH UNENFORCEABILTTY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. 40. THROUGHOUT THE DURATION OF THE PROJECT THE G. C. SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE FILING OF CLAIMS OF LIEN BY SUBCONTRACTORS, SUPPUERS OF MATERIALS, LABOR, SERVICE, OR EQUIPMENT, OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED UNDER THE GOVERNING LAWS AND REGULATIONS, UNLESS HE CAN SHOW REASONABLE AND JUSTIFIABLE CAUSE. APPROVAL FOR FINAL. PAYMENT SHALL BE CONTINGENT UPON THE G.C. OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDIVIDUALS OR COMPANIES. 41. THE G. C. IS RESPONSIBLE FOR CHECKING THE CONTRACT DOCUMENTS AGAINST FIELD CONDITIONS FOR DIMENSIONS AND ACCURACY AND CONFIRMING THAT THE WORK IS BUILD ABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION QUESTIONS, THE CONTRACTOR SHALL SUBMIT THEM IN WRITING TO Il THE G. C. IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM IA BEFORE PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION. 42. DO NOT SCALE DRAWINGS. THE G. C. SHALL USE DIMENSIONS GIVEN IN THE DRAWINGS AND INFIELD MEASUREMENTS. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. 43. THE G. C. SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS JURISDICTION AT OWN EXPENSE. 44. UPON COMPLETION OF THE WORK OR SHORTLY BEFORE, THE ARCHITECT SHALL PREPARE A PUNCH -UST OF CORRECTIONS AND UNSATISFACTORY AND /OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF THESE ITEMS, BY THE G. C., UNDER THE TERMS OF THE AGREEMENT. 45. THE G. C. SHALL INSTALL SCHEDULED PARTITIONS PER PLANS. COORDINATE PARTITION CONSTRUCTION WITH MILLWORK SHOP DRAWINGS FOR CONDITIONS REQUIRING SPECIFIC BLOCKING, SUPPORT, AND ATTACHMENT DETAILS FOR MILLWORK INSTALLATION. 46. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS UNLESS OTHERWISE NOTED. 47. THE G. C. AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATES OF INSURANCE WITH RESPECT TO WORKERS COMPENSATION, PUBUC LIABILITY AND PROPERTY DAMAGE FOR THE UMITS AS REQUIRED BY LAW OR STATED IN THE CONTRACT WHICH EVER IS GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 48. VERIFY LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS ELECTRICAL AND COMMUNICATION OUTLETS, LIGHT FIXTURES AND SWITCHES WITH THE ARCHITECT IN THE MELD - FLOOR -CORES AND WALL -WHIP LOCATIONS RELATED TO THE FURNITURE ARE TO BE COORDINATED WITH / BY THE FURNITURE- VENDOR. 49. THE G. C. SHALL VERIFY THAT CONFUCTS DO NOT EXIST IN LOCATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING AND SPRINKLER EQUIPMENT (TO INCLUDE ALL PIPING, DUCTWORK AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. GENERAL NOTES (continued) 50. THE G. C. SHALL. BE RESPONSIBLE FOR CORRECTING ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION. THIS INCLUDES BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT GYPSUM BOARD OR DAMAGED FIRLPROOFING. THE CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES. 51. "TYPICAL' MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 52. "SIMILAR" MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTEr. VERIFY DIMENSIONS AND ORIENTATION ON PLMI. 53. FURNITURE IS TO BE FURNISHED AND INSTALLED BY OTHERS EXCEPT AS NOTED ON DRAWINGS. 54. FILE CABINETS AS SHOWN ON DRAWINGS ARE SUPPUED BY OTHERS, UNLESS OTHERWISE NOTED. 55. THE G. C. SHALL THOROUGHLY EXAMINE THE PREMISES AND EXISTING CONDITIONS. THE G. CA BID SHALL BE BASED ON THE EXISTING CONDITIONS, NOT WITHSTANDING ANY INFORMATION SHOWN OR NOT SHOWN ON THE CONSTRUCTION DRAWINGS. 56. ALL CONSTRUCTION DOCUMENTS ARE COMPUMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONSTRUCTION DOCUMENT SHALL BE PROVIDED THOUGH THEY ARE ON ALL RELATED DOCUMENTS. T 57. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF U INTERIOR ARCHITECTS, AND THE SAME MAY NOT BE DUPUCATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF IA. 58. SPECIFICATIONS CONTAINED WITHIN THE DRAWINGS ARE FOR THE EXPRESS PURPOSES OF SUPPORTING THE DRAWINGS AND SHALL BE REFERED TO FOR AN ADDITIONAL LEVEL OF DETAIL IN EXECUTING THE WORK. PRODUCT SPECIFICATION(S) SHALL GOVERN OVER THEIR RESPECTIVE DRAWING(S), HOWEVER, IN THE EVENT OF CONFLICT(S) BETWEEN THE DRAWING(S) AND THE PRODUCT SPECIFICATION(S), NOTIFY U IN WRITING FOR CLARIFICATION. CONSTRUCTION NOTES 1. THE G. C. SHALL PROVIDE LAYOUT ON THE FINISHED SLAB FOR ALL PARTITIONS, TO BE APPROVED BY IA. LAYOUT SHALL BE SHOWN BY MARKING PARTITION LOCATIONS OR BY INSTAWNG METAL STUD FLOOR CHANNELS ON THE SLAB. 2. THERE SHALL BE NO VISIBLE JOINTS ON EXPOSED SURFACES OF GYPSUM BOARD WALLS. "FEATHER -OUT" TAPING COMPOUND AS REQUIRED. 3. ALL NEW WALLS ARE TO BE TAPED TO EXISTING CONSTRUCTION AND ARE TO APPEAR HOMOGENOUS WITH EXISTING CONSTRUCTION WHEN COMPLETED. 4. ALL PARTITIONS ARE DIMENSIONED TO FACE OF FINISH, UNLESS OTHERWISE NOTED. 5. THE G. C. SHALL. PROVIDE SUFFICIENT FRAMING FOR ALL OPENINGS FOR DUCT WORK AND RETURN AIR GRILLE OPENINGS ABOVE AND BELOW HUNG CEIUNGS. THESE CARE TO COORDINATE WITH THE AIR CONDITIONING ENGINEER'S AND MECHANICAL ­­ CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR FIRE PROOFING, SOUNDPROOFING AND VIBRATION CONTROL. 6. G. C. IS TO PROVIDE METAL CORNER BEADS AT ALL OUTSIDE CORNERS OF GYPSUM BOARD PARTITIONS. GYPSUM BOARDS SHALL BE FINISHED FREE OF DISTORTIONS WITH NO NOTICEABLE TRANSITION BETWEEN NEW AND EXISTING WORK. AT COLUMNS PASS GYPSUM BOARD OVER COLUMN FACE AT CONDITIONS WHERE FULL HEIGHT PARTITION ABUTS COLUMN. - 7. WHERE NEW PARTITIONS MEET WINDOW MUWONS OR PERIMETER COLUMNS A SOUNDPROOF FILLER PANEL SHALL BE USED INSIDE THE CONVECTOR ENCLOSURE OR INSTALLED BETWEEN THE COLUMNS AND PERIMETER WINDOW MUWONS. 8. WHEN WATCHING DRYWALL PARTITIONS WHERE EXISTING SURFACES DO NOT ALIGN IN THE SAME PLANE PATCH OUT ENTIRE SURFACE AS REQUIRED FOR AN EVEN, FLUSH APPEARANCE OVER THE ENTIRE WALL. 9. G. C. SHALL COORDINATE AND INSTALL SUFFICIENT BACKING WITHIN NEW do .EXISTING WALLS TO PROVIDE ADEQUATE SUPPORT FOR ALL HUNG CABINETS, SHELVING, AND MILLWORK. 10. AT FULL HEIGHT SLAB TO SLAB PARTITIONS, PROVIDE ON BOTH SIDES OF THE PARTITION A MINIMUM OF ONE COAT TAPING COMPOUND FINISH ( "FIRE TAPE') AT JOINTS OCCURRING ABOVE THE CEILING THAT ARE NOT EXPOSED TO VIEW. AT RATED WALLS ALL JOINTS OR PENETRATIONS SHALL BE FINISHED PER THE RATED ASSEMBLY DETAILS TO MAINTAIN THE PARTITION'S FIRE RATING. G. C. IS TO PLASTER, PATCH, AND RESTORE FINISHES FOR ALL TRADES AS REQUIRED. 11. ALL METAL STUD AND DRYWALL PARTITIONS SUPPORTING BUILT -IN MILLWORK AND OR CABINET WORK SHALL HAVE STUD SPACING OF 12" O.C. IN UEU OF 24" O.C. INCLUDING ALL REQUIRED BRACING, BLOCKING AND GROUNDS. 12. ALL WOOD UTILIZED IN CONSTRUCTION SHALL BE FACTORY TREATED FIRE RETARDENT WOOD AS APPROVED BY THE BUILDING DEPARTMENT HAVING JURISDICTION OVER THIS PROJECT. SUBMIT CERTIFICATION OF SUCH TO IA AT THE COMPLETION OF THE PROJECT. 13. G. C. WILL CLEAN AND PREPARE FLOOR FOR CARPET INSTALLATION. 14. UNLESS OTHERWISE NOTED ALL HARDWARE SHALL BE SUPPUED BY THE G. C. 15. ALL LOCK SETS SHALL BE CODED AND /OR KEYED IN ACCORDANCE WITH THE BUILDING REQUIREMENTS. CODES AND /OR KEYS ARE TO BE DELIVERED TO THE TENANT PROPERLY TESTED AND /OR TAGGED. PROVIDE (3) MASTER KEYS AND (3) PASS KEYS FOR EACH LOCK. 16. G. C. IS TO FURNISH AND INSTALL ALL ROUGH PLUMBING AND HOOK -UP FOR SINK, GARBAGE DISPOSAL UNIT AND REFRIGERATOR. G.C. IS TO FURNISH AND INSTALL ALL FIXTURES (APPLIANCES), U.O.N. DEMOLITION NOTES I. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS IN CONTRACT PRICE. 2. FURNISH ALL LABOR AND MATERIALS AND EQUIPMENT TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED. 3. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN QUESTION WITH IA BEFORE PROCEEDING. 4. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN `BROOM CLEAN' CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS AND PROCEDURES FOR THE BUILDING. CONTACT THE BUILDING MANAGER TO OBTAIN A SCHEDULE FOR THE USE OF THE FREIGHT ELEVATOR(S) AND LOADING DOCK PRIOR TO SUBMITTING A BID. INCORPORATE REQUIREMENTS AND AVAILABIUTY IN PROJECT SCHEDULE AND THE COST OF THE WORK. 5. ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES, (INCLUDING DOWN UGHTS AND FLUORESCENTS), AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL. BE, IF CLEAN AND FREE OF DEFECTS, PROTECTED, STORED. AND REUSED AS DIRECTED HEREIN OR BE RETURNED TO THE BUILDING STOCK OR DISPOSED OF IF DIRECTED BY BUILDING MANAGEMENT. 6. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE. 7. THE G. C. SHALL BE RESPONSIBLE FOR PATCHING AND /OR REPAIRING ANY DAMAGE CAUSED BY HIM OR HiS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBUC CORRIDORS, REST ROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 8. NO EXISTING SMOKE DETECTOR, PUBUC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DETECTORS, PUBUC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPUSHED AS A FIRST PRIORITY, AND PER THE CONTRACT DOCUMENTS. 9. NO ACTIVE SMOKE DETECTOR SHALL BE COVERED, REMOVED, OR USED FOR OTHER THAN IT'S INTENDED PURPOSE. ALL EXISTING FLOOR MOUNTED OUTLETS, WHEkiE NOTED TO BE REMOVED OR RELOCATED, SHALL BE CAPPED OFF TO THE NEAREST JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. 10. REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES OR DRAINS NO' BEING RE -USED. REUSE OR RELOCATE ALL ABOVE COUNG DUCTWORK, DIFFUSERS, GRILLES, SPRINKLER PIPES OR OTHER EQUIPMENT, AS REQUIRED FOR PROPER DISTRIBUTION WITH , NEW LAYOUT. ,T } 11. REMOVAL OF ANY EQUIPMENT, CABUNG SWITCHES, AND CONDL'iT PERTAINING TO DATA AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES, SERVICE OWNER OR TENANT DATA REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. f 12. REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES OR DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESIUENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 13. CAREFULLY REMOVE ALL EXISTING WALL COVERING AT EXISTING PARTITIONS AND /OR COLUMNS, AS NOTED. 14. DEMOLITION IS NOT NECESSARILY UMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS. 15. EXIT STAIRWAYS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION. 16. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED. 17. ALL REMOVED CARPET SHALL BE DELIVERED TO A CAP ?ET RECLAMATION FACILITY PROVIDING SAID FACILITY WILL BEAR THE COSTS ASSOCIATED W/ SHIPPING. G. C. TO COORDINATE W/ IA REGARDING DETAILS. SUBMITTALS THE G. C. SHALL SUBMIT THE FOLLOWING TO W, FOR APPROVAL, PRIOR TO INSTALLATION OF SAID ITEM(S): 1. HARDWARE SUBMITTAL USTING EACH INDIVIDUAL DOOR SEPARATELY AND WITH IT'F; OWN ITEMIZED UST OF HARDWARE. DOOR NUMBERING FOR PURPOSES OF USTING HARDWARE SHALL CONFORM TO THE NUMBERING IN THE CONTRACT DOCUMENTS. 2. PRIOR TO CONSTRUCTION OR INSTALLATION OF ANY MILLWORK PIECE(S) SUBMIT MILLWORK SHOP DRAWINGS DETAIUNG ALL MILLWORK, MILLWORK - CONSTRUCTION CONNECTIONS, ATTACHMENT DETAILS, BLOCKING, AND MILLWORK FINISHES. 3. ENGINEERING DRAWINGS FROM DESIGN BUILD SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL, FIRE PROTECTION SYSTEM, PLUMBING AND STRUCTURAL. THE ELECTRICAL DRAWINGS SHALL INCLUDE SWITCHING NOTES FOR GENERAL AND SPECK" LIGHTING AS NOTED ON THE REFLECTED CEILING PLAN OF THE CONSTRUCTION DOCUMENTS. 4. INTERIOR FINISH SAMPLES, INCLUDING BUT NOT UMITED TO: PAINT, WALLCOVERING, CARPET, CEILING- SYSTEM COMPONENTS, AND PLASTIC LAMINATE(S). 5. PROVIDE IA WITH A MINIMUM OF THREE (3) 8 1/2 X 11 " BRUSH -OUTS OF EACH PAINT COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ON -SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. 6. WHERE OCCURS, PROVIDE IA WITH A MINIMUM OF THREE (3) 8 1/2 X 11' SAMPLES OF ANY STAINS, APPUED TO THE MATERIAL(S) SPECIFIED, INCLUDING CONCRETE, PRIOR TO CONSTRUCTION OR APPUCATION OF STAINED MATERIAL(S). 7. PROVIDE A WITH A SUBMITTAL, FOR APPROVAL, FOR OPERABLE PARTITION(S), AND /OR OTHER SPECIALTY ITEM OR EQUIPMENT. co ;ego_ ..3 2a South Center Corporate Square 9 ATRIUM RENOVATION WASHINGTON REALESTATE .HOLDINGS, L.L.C. 600 UNIVERSITY STREET SEATTLE, WASHINGTON 98101 ,.r fi L0 �„Rw_v . SEP 13 2001 qT MIME FOR PERMI T & PRICING 08.2 7.04 FOR CUNT REVIEW 08.1 6.04 tlsut Desc►inficon Dote IA B45T TM wr . STAX OF WJI�T'(3Tp1 S E A T T L E FLIER 56 1201 ALASKAN WAY. SU i E 201 SEATTLE. WASAWYON 98101 206.264.9195 FAX 206.624.1525 •?w N Mt ALL DM MATS " MM 10 T MI 4" CMMU>< X NOW W O rUMM QR I M WOMC7. " m SAM[ Mr IPU 01 M Q Im. um. v mmas Mat " "lot � s " m.irct. OraaF rv{ AMC oak_ eta -- owr 'sp „ tb Na 2%M00 lode GENERAL NOTES + SUBMITTALS Ttit! fto AN -2 - _ .._._._. -_..._ _ _.� -. _.� _ _.w« �_ _� - -- -:..�. _ - �►.. � - i - __._ _� - ..�.._ ..-- ..� _._.. - .._._ - -- ; - ----� -- - . _ __'�_ _.� �.r.. �.. ._ ' _ - _•_... ._.__ -. _ , __ .. ..r.�. , - - - -- _ .r_..........�. _.�r . _ �.. 'r1.f�...G..a..�ti.. - ....,. .. .... .. �rilil .+v.0 «�r+..n.:..7i.,......,. :�i..�►.2�,� -�. w... � 1" L0 �„Rw_v . SEP 13 2001 qT MIME FOR PERMI T & PRICING 08.2 7.04 FOR CUNT REVIEW 08.1 6.04 tlsut Desc►inficon Dote IA B45T TM wr . STAX OF WJI�T'(3Tp1 S E A T T L E FLIER 56 1201 ALASKAN WAY. SU i E 201 SEATTLE. WASAWYON 98101 206.264.9195 FAX 206.624.1525 •?w N Mt ALL DM MATS " MM 10 T MI 4" CMMU>< X NOW W O rUMM QR I M WOMC7. " m SAM[ Mr IPU 01 M Q Im. um. v mmas Mat " "lot � s " m.irct. OraaF rv{ AMC oak_ eta -- owr 'sp „ tb Na 2%M00 lode GENERAL NOTES + SUBMITTALS Ttit! fto AN -2 - _ .._._._. -_..._ _ _.� -. _.� _ _.w« �_ _� - -- -:..�. _ - �►.. � - i - __._ _� - ..�.._ ..-- ..� _._.. - .._._ - -- ; - ----� -- - . _ __'�_ _.� �.r.. �.. ._ ' _ - _•_... ._.__ -. _ , __ .. ..r.�. , - - - -- _ .r_..........�. _.�r . _ �.. 'r1.f�...G..a..�ti.. - ....,. .. .... .. �rilil .+v.0 «�r+..n.:..7i.,......,. :�i..�►.2�,� -�. w... � FIRE/LIFE SAFET REQUIR EMENTS 1. THE G. C. SKALL ENSURE THAT ALL EXIT DOORS SERVING MORE THAN 50 PERSONS SWING IN THE DIRECTION OF EXIT TRAVEL. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE SELF - CLOSING. 2. G. C. TO ENSURE THAT ALL DOOR OPENINGS INTO ONE-HOUR FIRE RATED CORRIDORS SHALL BE PROTECTED BY AN APPROVED SMOKE AND DRAFT CONTROL FIRE ASSEMBLY HAVING A FIRE PROTECTION RATING OF NOT LESS THAN A 20 MINUTE DOOR IN A 3/4 HOUR FRAME. COORS SHALL NOT HAVE OPENINGS SUCH AS LOUVERS OR MAIL SLOTS. ®OOR(S) AND FRAME(S) SHALL HAVE ATTACHED AN APPROVED RATING LABEL MEETING THE REQUIREMENTS OF THE PROJECT'S BUILDING /FIRE DEPARTMENT APPROVAL AUTHORITY. 3. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND FIRE EXTINGUISHERS SHALL NOT BE CONCEALED BY ANY DECORATIVE MATERIALS. GENERAL CONTRACTOR TO MODIFY EXISTING FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPEC110N. GENERAL CONTRACTOR TO CHECK FIRE ALARM SYSTEM FOR PROPER SOUND COVERAGE THROUGHOUT THE LEASED SPACE. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREA IN ACCORDANCE WITH CODES. GENERAL CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH RATING OF NOT LESS THAN 2A OR 2A1 OBC WITHIN 75'-O TRAVEL DISTANCE TO ALL PORTIONS OF THE FLOOR DURING AND AFTER CONSTRUCTION. 4. EXIT SIGNS SHALL BE CLEARLY VISIBLE AT ALL TIMES AND SHALL HAVE BLOCK LETTERS 6" HIGH x 3/4" STROKE. EXIT SIGN COLOR AND DESIGN OF LETTERING SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND. 5. EXIT SIGNS SHALL BE ELECTRONICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE DEDICATED CIRCUITS. SEE ELECTRICAL PLANS. THE ABOVE CIRCUIT SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. 6. PROVIDE END POINT FLAME SPREAD OF 200 AND RATING OF 75 FOR INTERIOR WALL AND CEILING FINISHES AS REQUIRED. RATING OF 25 FOR STAIRWELLS AS REQUIRED. SUBMIT TEST CERTIFICATION OF FINISH MATERIALS TO IAA. 7. THE G. C. IS TO EXTEND OR MODIFY EXISTING FIRE LIFE SAFETY SYSTEM AS REQUIRED WITHIN THE WORK AREA TO ACCOMODATE THE PLAN LAYOUT. 8. THE G. C. SHALL COORDINATE THE BUILDING AND FIRE DEPARTMENT ON FINAL INSPECTION FOR OCCUPANCY. 9. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GASES AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. SPRI NOTES 1. G. C. SHALL PROVIDE ENGINEERING DRAWINGS FOR LOCATION OF HEADS, BRANCH PIPING, ETC. AND ALL WORK REQUIRED TO COMPLETE THIS PROJECT. SUBMIT PLANS TO REQUIRED AGENCY AND OBTAIN THE NECESSARY PERMIT(S) PRIOR TO COMMENCEMENT OF ANY SPRINKLER WORK. SUBMIT A COPY TO A FOR APPROVAL OF LOCATIONS. 2. G. C. SHALL COORDINATE AND ARRANGE FOR DRAINING AND REACTIVATION OF EXISTING SPRINKLER SYSTEMS WITH BUILDING MANAGEMENT, AS REQUIRED. 3. G. C. SHALL BE RESPONSIBLE FOR TEMPORARY FIRE WATCH AND ALL PROTECTIVE MEASURES REQUIRED BY BUILDING MANAGEMENT OR FIRE MARSHAL WHEN SYSTEM IS MADE INACTIVE TO ACCOMMODATE SPRINKLER WORK. 4. G. C. SHALL BE RESPONSIBLE FOR ALL FINAL TESTS AND INSPECTIONS REQUIRED OF THE COMPLETED SPRINKLER WORK PRIOR TO OCCUPANCY OF SPACE. 5. ALL SPRINKLER WORK SHALL BE TESTED AND MADE OPERATIONAL PRIOR TO CARPET AND FURNITURE INSTALLATION. G.C. SHALL REPAIR AND REPLACE ALL FINISHES DAMAGED BY DEFECTIVE SPRINKLER WORK, AT OWN EXPENSE. 6. G. C. SHALL PROPERLY TEST AND INSPECT EXISTING SPRINKLER SYSTEM PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY LANDLORD AND A IMMEDIATELY IF REPAIR WORK OF EXISTING SPRINKLER SYSTEM IS REQUIRED. 7. ALL BURNING, CUTTING, SOLDERING AND WELDING SHALL BE COORDINATED WITH BUILDING MANAGEMENT PRIOR TO COMMENCEMENT OF WORK. 8. G. C. SHALL BE RESPONS!BLE FOR OBTAINING PERMITS AND APPROVALS REQUIRED BY BUILDING INSPECTORS AND FIRIF MARSHALL IN CONJUNCTION WITH CHANGES TO EXISTING SPRINKLER SYSTEM. 9. ALL SPRINKLER HEADS, BUILDING STANDARD TYPE UNLESS NOTED OTHERWISE, SHALL BE INSTALLED IN THE CENTER OF CEILING GRID. ANY DEVIATION TO THIS NOTE MUST BE REVIEWED WITH IA PRIOR TO PROCEEDING WITH THE WORK. 10. FIRE SPRINKLER SYSTEM(S) PER N.F.P.A. STANDARD 13 SHALL BE PROVIDED. 11. PLANS FOR FIRE SPRINKLER ALTERATIONS SHALL BE SUBMITTED IN THE REQUIRED NUMBER OF SETS WITH APPROVED APPLICATION, TO THE BUILDING DEPARTMENT, FOR FIRE DEPARTME14T APPROVAL PRIOR TO INSTALLATION. MECHANICAL NOTES I. THE G C. SHALL PROVIDE ALL HEATING, VENTILATION AND AIR CONUITIONING WORK AS CALF ED FOR AND SPECIFIED BY THE HVAC CONSTRUCTION DOCUMENTS. MECHANICAL DRAWINGS ARE TO BE SUBMITTED FOR SEPARATE PERMIT. 2. n E G. C. SHALL BC RESPONSIBLE FOR FIELD SUPERVISION OF ALL HVAC WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATION AT COMPLETION OF THE JOB. 3. SHOP DRAWINGS OF DUCTWORK AND REGISTERS INCLUDING ACCESS PANELS IF REQUIRED SHALL BE SUBM TO IA AND DESIGN BUILD ENGINEER FOR APPROVAL PRIOR TO PROCEEDING WITH FABRICATION AND INSTALLATION OR RELOCATION. 4. HV4C SYSTEM THROUGHOUT ENTIRE SPACE IS TO BE PROPERLY 9ALANCED AFTER MOVE IN O LANDLORD'S DISCRETION, AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR WHO SHALL CERTIFY THAT THE REPORT IS ACCURAT =. SUBMIT 2 COPIES OF THE AIR BALANCING REPORT TO THE LANDLORD. 5. HVAC INSTALLATION SHALL BE COORDINATED WITH ALL TRADES AS REQUIRED. CEILING DIC'FUSERS TO BE RELOCATED TO MAINTAIN NEW FIXTURE PATTERNS IF REQUIRED. 6. ANY BUILDING SYSTEM SHUT DOWN(S) ASSOCIATED WITH THE HVAC WORK SHALL BE REQUESTED IN WRITING BY THE G. C. AT LEAST 72 HOURS IN ADVANCE OF THE SHUT DOWN. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM ALL AUTHORITIES HAVING JURISDICTION PRIOR TO SHUTDOWN. ANY SHUTDOWN AFFECTING THE NORMAL HVAC SERVICE OF OTHER BUILDING OCCUPANTS SHALL BE DONE ON OVERTIME. 7. ALL REQUIRED LOUVERS TO THE BUILDING EXTERIOR SHALL MATCH THE EXISTING BUILDING EXTERIOR FINISHES. ELEVATION DRAWINGS SHALL BE SUBMITTED TO THE LANDLORD FOR APPROVAL PRIOR TO INSTALLATION. 8. NO EXTERIOR LOUVER OR DUCTWORK IS TO BE INSTALLED IN SUCH A MANNER AS TO INTERFERE WITH THE CLEANING OF WINDOWS OR REPLACEMENT OF GLASS. 9. THE G. C. SHALL SUPPLY AND INSTALL ALL PLUMBING ROUGH -IN, FIXTURES AND ACCESSORIES SHOWN ON ALL PLANS AND DETAIL DRAWINGS. 10. THE G. C. SHALL SUBMIT CUTS OF ALL FIXTURES, FITTINGS AND ACCESSORIES TO IA FOR APPROVAL 11. THE G. C. SHALL COORDINATE PLUMBING WORK WITH MANUFACTURER'S SPECIFICATIONS. 1 . 12. ALL RISER SHUTDOWNS SHALL BE SUPERVISED BY THE BUILDING MANAGER. NO WATER RISERS SHAH. BE SHUTDOWN DURING BUILDING OFFICE HOURS. 13. THE G. C. SHALL PLAN INSTALLATION OF NEW PLUMBING WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH REGULAR OPERATIONS OF EXISTING FACILITIES. SUBMIT TO THE BUILDING MANAGER A DATE SCHEDULE FOR APPROVAL OF NECESSARY TEMPORARY SHUTDOWNS OF EXISTING SERVICES. ALL SHUTDOWNS SHALL BE MADE AT SUCH TIME AS WILL NOT INTERFERE WITH REGULAR OPERATIONS OF EXISTING FACILITIES AND ONLY AFTER WRITTEN APPROVAL OF THE BUILDING MANAGER. POWER &SIG NOTES 1. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF FLOOR OUTLETS AND OTHER OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2. ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, U.O.N. 3. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4. OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1' -0 ", MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF INDICATED. 5. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.O.N. 6. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS. 7. ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8. ALL COVER- PLATES ARE TO BE WHITE, U.O.N., TO MATCH NEW LIGHT- SWITCH COVER- PLATES. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 9. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL REVIEW ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 10. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. 11. INSTALL WALL MOUNTED OUTLETS 15" AFF, U.O.N. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVER PLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.O.N. OUTLETS MOUNTED HIGHER THAN 27" SHALL BE HORIZONTALLY, GROUNDING POLE AT LEFT, U.O.N. FOURPLEX OUTLETS TO BE INSTALLED VERTICALLY, U.O.N. 12. MAINTAIN A 4 -INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT, FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.O.N. 13. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, U.O.N.; GANG COVER PLATES SHALL BE ONE -PIECE TYPE, U.O.N. 14. OUTLETS INSIDE AND /OR ATTACHED TO CABINETRY SHALL BE FURNISHED AND INSTALLED TO MATCH SIMILAR CONDITIONS SUCH AS WALL, FLOOR, AND THE LIKE. FURNISH AND INSTALL BO X EXTENSION OR OTHER APPROPRIATE DEVICES AS REQUIRED. ADJACENT OUTLETS SHALL. NOT BE GREATER THAN 6" O.C. APART U.O.N. 15. ALL POWER CIRCUITS TO BE RUN IN CONDUIT MIN. 3/4" TRADE SIZE TO MEET APPLICABLE CODES. 1 LIGHTING &ELECTRICAL NOTES 1. REFER TO DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS FOR ALL CIRCUITING AND POWER REQUIREMENTS. THE ARCHITECTURAL DRAWINGS ARE FOR INDICATION OF TYPF, LOCATION, AND DIMENSIONS. 2. NEW, LIGHTING FIXTURES ARE TO BE PROVIDED BY THE G. C. TYP, U.O.N. 3. EXIT LIGHTS, EMERGENCY LIGHTING, AND ALARMS AS REQUIRED BY APPLICABLE CODES, SHALL BE PROVIDED BY G. C. 4. ALL RECESSED FIXTURES SHALL BE SET IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 5. WHERE MORE THAN ONE SWITCH ARE LOCATED TOGETHER THEY SHALL HAVE A COMMON FACE PLATE. 6. ELECTRICAL CONTRACTOR, SHALL RE- CIRCUIT AND REWIRE EXISTING PANEL BOARD(S) AS REQUIRED IN ELECTRIC CLOSET TO ACCOMMODATE NEW POWER AND LIGHTING DESIGN. 7. PANEL BOARD CIRCUIT BREAKERS SHALL BE NEATLY TAGGED AND NUMBERED TO CORRESPOND WITH CIRCUITING OUTUNED ON DESIGN BUILD ENGINEERING DRAWINGS. 8. G. C./ ELECTRICAL CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK IN ACCORDANCE WITH ANY AND ALL GOVERNING LOCAL AND STATE CODES, THE NATIONAL ELECTRIC CODE AND LANDLORD'S BUILDING RULES AND REGULATIONS. 9. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL MOUNTED ELECTRICAL AND COMMUNICATIONS OUTLETS. COLOR TO BE WHITE TO MATCH NEW POWER/ SIGNAL COVER- PLATES. - A 10. G. C. SHALL PROVIDE DEDICATED 20 AMP CIRCUIT AT COPIER LOCATIONS. POWER SHALL NOT BE SHARED WITH OTHER EQUIPMENT. 11. ALL WALL MOUNTED DATA AND VOICE RECEPTACLES TO HAVE 3/4" CONDUIT STUB UP AND TERMINATED 6" ABOVE HUNG CEILING UNLESS PROJECT REQUIREMENTS PROVIDE FOR ,ALTERNATE. 12. G. C. SHALL PROVIDE AND INSTALL ALL REQUIRED CLASS "E" CONTROL WIRING. ALARMS AND SPEAKERS REQUIRED 13Y CODE AND BUILDING RULES AND REGULATIONS. ALL CLASS "E" WORK SHALL BE COORDINATED WITH LANDLORD AND SHALL COMPLY WITH LOCAL BUILDING DEPARTMENT AND GOVERNING BUILDING RULES AND REGULATIONS. 13. ALL FLOOR CORING FOR TELEPHONE /ELECTRICAL CONDUIONG SHALL. BE PERFORMED ON OVERTIME AS REQUIRED AND COORDINATED WITH LANDLORD FOR APPROVAL.. 14. ALL CABLING RUN THROUGH RATED FLOOR ASSEMBLIES TO FLOOR BELOW SHALL BE IN EMT CONDUIT. PROVIDE SEPARATE CONDUITS FOR TELEPHONE AND COMPUTER CABLING. ALL THROUGH FLOOR PENETRATIONS SHAM BE FIRE STOPPED TO MAINTAIN FIRE RATING OF THE FLOOR ASSEMBLY. 15. ALL CONDUITS SHALL BE SPACED 4" 0. C. MINIMUM AND SHALL BE PROPERLY HUNG FROM STRUCTURE ABOVE WITH APPROPRIATELY SIZED HANGER RODS AS PER NATIONAL ELECTRIC CODE AND LOCAL BUILDING DEPARTMENT HAVING JURISDICTION OVER THIS PROJECT'S ELECTRICAL CODES. 16. THE G. C.'S HVAC AND ELECTRICAL SUBS SHALL SUBMIT SHOP DRAWINGS, SPECIFICATIONS, AND CUT SHEETS COVERING ALL ITEMS FOR IA DESIGN INTENT APPROVAL PRIOR TO CONSTRUCTION. 17. ALL DUPLEX RECEPTACLES AND OTHER OUTLETS IN WALLS WITH SPECIAL APPLIED FINISHES (WOOD PANELING, CORK, ETC.) SHALL HAVE THE FACE OF THE ROUGHING BOX SET FLUSH WITH FACE OF APPLIED FINISH. SEE ELEVATIONS DRAWINGS AND DETAILS. 18. WHERE OUTLETS, JUNCTION BOXES ARE LOCATED BEHIND CABINETS, THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO THESE BOXES IF DESIGN APPEARANCE, STRUCTURE OR FUNCTION OF CABINET IS NOT IMPAIRED. WHEREVER A QUESTIONABLE CONDITION ARISES IA SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. 19. THE G. C. SHALL COORDINATE ANY ELECTRICAL WORK OR LIGHTING INSTALLATION INTO CABINET WORK IF AND AS REQUIRED. 20. G. C. TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. 21. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER AND CONTROL WIRING REQUIRED FOR THE HVAC SYSTEM. I ADD - ALTERNATES FOR PRICING 8 APPROVAL ADD 1 1. G.C. TO PRICE OUT ADD- ALTERNATE FOR NEW ACT THROUGHOUT AREA OF WORK. CONFIRM CAPATIBILITY WITH EXISTING GRID. SPECIFICATION: USG ECLIPSE GLIMAPLUS #76775 - 2'X2'X3/4" South Center Corporate Square i i ATRIUM RENOVATION WASHINGTON REAL ESTATE -' HOLDINGS, L.L.C. 600 UNIVERSITY STREET SEATTLE, WASHINGTON 98101 r f CoOE A Sp 272 rynt CX't►� +�. Ab rlT� C TI W SEP 0 3 20W PlAm t Vie. t . FOR PERMI T do PRKX4G 06.27.04 FOR CLIENT REW W ".16.04 Iswe Des"Otion Dote IA 4'4 E= .:AW Ntk..:.rltl )TATF OF�.II«i o SEAT T L E PER 56 1201 ALASKAN WAY. SITE 201 SEATTLE. WA9f4G+ON 98101 206.264.9195 F AX 206.624.1.525 •m K MC fl Lamm = wor" wlElut MEAD coannrh nt Ewa M u NruRJm ■m or ME NOWCT. NAP 1ME SNR Mr Nor K MOMIM. UU. Q 04MM 8WW N •1T1E11 Comm or m Afem" T GENERAL NOTES* ADD ALTERNATIVES Ift fto. AN�3 --- -- - -- • -.,. .__ - ___- .�. � -�_- �_ .�- _.._ �_ ...�- _•__ � . _..._ .- ---- - -- - -- -- -- •-••+- ------ - - --- - - ------ -- - - - - - -- -.f _ �.. _._. - _ .._ �.. _.... _._...._.. _- .- ..�. -.. ___•_•...w- v..w...r...- - ... �..... -- ►_�_...w�r._.. r...►�.. a. v..+...1+ ..3.. tea._ �..7C... t r . v . - ,.r....... .. - ...._ ....�...� ' �u:.r: /y. :.,.. - .rf 3.y�w =��..i �. .J6: �"'..i - �+' �.. �.�""`- � " �►..... �''+° = A. ACCESSIBILITY NOTES ENTRANCES & EXITS 1. ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO PERSONS WITH DISABILITIES . 2. REVOLVING DOORS SHALL NOT BE USED AS A REQUIRED ENTRANCE FOR PERSONS WITH DISABILITIES. 3. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABIUTIES. 4. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 5. DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE, LEVER OR PUSH /PULL TYPE IS ACCEPTABLE. 6. MANUALLY OPERATED EDGE OR SURFACE - MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOBS OR SURFACE - MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 7. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH 6. OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVEL TYPE HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 8. HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 9. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3' IN WIDTH AND NOT LESS THAN W -8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32", MEASURED BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP. 10. WHERE A PAIR OF DOORS ARE UTIUZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 11. WHEN AN AUTOMATIC DOOR OPERATOR IS UTIUZED TO OPERATE PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 12. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. 13. THERE SHALL BE A LEVEL AND CLEAR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN `fHL= DIRECTION OF DOOR SWING OF AT LEAST 60" AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING IS 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN THE CLOSED POSITION. THE LANDING (FLOOR) SHALL NOT BE MORE THAN 1/2 LOWER THAN THE THRESHOLD OF THE DOORWAY. BEVEL AT 1:12 MAXIMUM SLOPE WHERE THE THRESHOLD EXCEEDS 1/2* IN HEIGHT. 14. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 18" PAST THE STRIKE EDGE OF THE DOOR FOR BOTH INTERIOR & EXTERIOR DOORS. 15. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2' LOWER THAN THE THRESHOLD OF THE DOORWAY. 16. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, SHALL PROVIDE A MINIMUM OF 48 OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90' FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 17. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 18. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. 19. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED B-1/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. CORRIDORS & AISLES 1. EVERY CORRIDOR SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44" IN WIDTH. 2. CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36" IN WIDTH. 3. CORRIDORS WHICH ARE LOCATED ON AN ACCESSIBLE ROUTE AND EXCEED 200' IN LENGTH SHALL HAVE A MINIMUM CLEAR WIDTH OF 60 "; HAVF, AT A CENTRAL LOCATION, A 60" BY 60" MINIMUM WHEELCHAIR TURNING SPACE OR PASSING ALCOVE; HAVE, AT A CENTRAL_ LOCATION, AN INTERVENING CROSS OR TEE CORRIDOR, A MINIMUM OF 48' IN WIDTH; OR, HAVE, AT A CENTRAL LOCATION, AN OPERABLE DOOR. 4. CIRCULATION AISLES AND PEDESTRIAN WAYS SHALL BE SIZED ACCORDING TO FUNCTIONAL REQUIREMENTS AND IN NO CASE SHALL BE LESS THAN 36" IN CLEAR WIDTH. ACCESSIBILITY NOTES CONTINUED... FINISH NOTES 5. FL-OORS do LEVELS: I. NO PAINTING OR INTERIOR FINISHING SHAL.! BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP A. IN BUILDINGS AND FACIUTIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS, OR SPECIAL ACCESS LIFTS. 2. ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, U.O.N. B. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE S. ALL CARPETING IS TO BE FURNISHED BY G. C., TYP, U.O.N. ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM, AND SUP - RESISTANT. 4. ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SPECIFIED FINISH PER THE MANUFACTURER'S REQUIREMENTS. PAINT GRADE WOODWORK SHALL BE HAND SAND .C. CHANGES IN LEVEL UP TO X" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. PAPERED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS OR SAPPY PORTIONS SHALL BE SCRAPED AND SHELLACKED, OR SEALED WITH KNOT SEALER. NAIL D. CHANGES IN LEVEL BETWEEN 14 AND V SHALL BE ACCOMPLISHED BY MEANS HOLES, CRACKS OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. E. IF' CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT 5. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS OR GYPSUM SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO BOARD SHALL BE FILLED WITH PATCHING PLASTER AND SANDED SMOOTH TO MATCH CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR ADJOINING SURFACES. LEVEL CUT /UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE %". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG 6. INTERIOR GYPSUM BOARD SURFACES SHAL BE WIPED WITH A DAMP CLOTH JUST THE ENTIRE LENGTH OF THE EXPOSED EDGE. PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. 7. ALL VENEER STAINS SHALL HAVE UNIFORM COLOR. 'DOOR NOTES' � �iooR AND MILLWORK INSTALLATION MAFTER COMPLETION OF WORK INCLUDING WOOD AND PROCEED WITH "TOUCH UP" AS REQUIRED. 9. PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10' BRUSH -OUTS OF EACH 1. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. APPUCATION. 2. HAND- ACTIVATED DOOR OPENING HARDWARE MUST BE MOUNTED BETWEEN 30 AND 10. UNDERSIDE OF SOFFITS (WHERE OCCURS) TO RECEIVE A FINISH TO MATCH 44 INCHES ABOVE FINISH FLOOR. ADJACENT VERTICAL FINISH, U.O.N. 3. THE SWEEP OF A DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN 11. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC. SHALL. POSITION OF 77, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" BE INSTALLED AFTER PAINTING AND /OR APPUCATION OF WALL COVERINGS AND CARPET FROM THE LATCH AS MEASURED FROM THE LEADING EDGE OF THE DOOR. SPECIFIED. 4. THE LOWER 10" OF THE DOOR SHALL BE A SMOOTH SURFACE (NO RECESS OR 12. PRIOR TO SITE APPUCATION, PROVIDE ARCHITECT WITH 8" X 10" SAMPLE CUTTINGS Tom). FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALL COVERINGS FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. r 5. EXTERIOR LEVEL LANDING MAY SLOPE UP TO 1/4 PER FOOT IN ANY DIRECTION FOR SURFACE DRAINAGE. 13. THE G. C. SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL 6. DOOR HARDWARE SHALL BE OPERABLE WITH A SINGLE EFFORT WITHOUT REQUIRING DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE THE ABILITY TO GRASP THE HARDWARE (LEVER OR PUSH TYPE IS ACCEPTABLE). BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY TO ALLOW FOR RE- SPECIFICATION IF ,NECESSARY. 7. EFFORT TO OPERATE DOORS IS WITHIN PRESSURES ALLOWED. INTERIOR DOORS- 5 LB. MAX. PRESSURE TO OPERATE. EXTERIOR DOORS- 8 1/2 L.B. MAX. PRESSURE TO 14. MODIFY EXISTING FLOOR SURFACES AS REQUIRED TO INSTALL NEW FLOORING OPERATE. FIRE DOORS 15 L.B. MAX. PRESSURE TO OPERATE. FIRE DOORS - 15 L MATERIALS, THUS PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS. MAX. PRESSURE TO OPERATE. 15. PAINT CEIUNG ACCESS PANELS WHERE THEY OCCUR TO MATCH ADJACENT CEIUNG 8. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE FINISH. THRESHOLD OF THE DOORWAY. BEVEL (1:2 MAX. SLOPE) WHERE THE THRESHOLD 16. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT EXCEEDS 1/4 IN HEIGHT. 'VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 9. DOOR OPENING IN PARTITION NOT DIMENSIONED ARE TO BE LOCATED WITHIN 4" OF 17. WALL COVERING SEAMS ARE NOT TO OCCUR WITHIN 1' -0" OF CORNERS. APPLY ADJOINING PARTITION. FABRIC SO WALL IS DIVIDED WITH A MINIMUM NUMBER OF SEAMS, AND WITH EQUAL 10. ALL DOOR STOPS TO HAVE BACKING IN WALL BEHIND. WIDTH PANELS U.O.N. 11. PROVIDE TWO DIAGONAL BRACES TO SLAB ABOVE AT DOOR AND TRIMMED 18. ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY OPENINGS. PROVIDE METAL BRACING AND APPROPRIATE STIFFENING TO SECURE CEIUNG UNDER CENTER OF DOOR, WHERE OCCURS, U.O.N. I . HIGH PARTITIONS. PROVIDE STIFFENER AT DOOR STRIKE. 19. WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEIUNG, INCLUDING PILASTERS 12. PROVIDE 16 GAUGE HOLLOW METAL DOOR FRAMES WELDED UNLESS NOTED AND FASCIAS. OTHERWISE. AT RATED PARTITIONS PROVIDE UL USTED LABELED FRAMES AND DOORS AS 20. CEIUNGS FOR PAINT SHALL INCLUDE THE GENERAL SURFACE OF THE CEIUNG, REQUIRED FOR THE RATED ASSEMBLY. BREAKS, DRAPERY POCKETS, ETC. 21. ALL WALLS AND CEIUNGS SHALL BE PROPERLY PREPARED, SPECKLED, SANDED, ETC, HARDWARE NOTES TO PROVIDE A SMOOTH FINISH AND SURFACE. 22. REMO%. c EXISTING WALL COVERING AS REQUIRED TO PREPARE WALLS. ALL HARDWAR! AND DEVICE COVERS SHALL BE REMOVED PRIOR TO PAINTING AND SHALL BE REINST&LED AFTER COMPLETION OF WORK. I. LOCKSETS: ALL LOCKSETS SHALL BE MORTISE TYPE. STRIKES TO BE CURVED WITH BOX CONSTRUCTION AND HAVE UPS OF SUFFICIENT LENGTH TO CLEAR TRIM AND 23. ALL WALL AND COLUMN SURFACES SHALL BE SANDED, FINISHED AND PAINTED AS PROTECT CLOTHING. DESIGN TO BE 20 X 422. ALL LOCKS SHALL HAVE MINIMUM 1/2 SPECIFIED. THROW. LOCKSETS FOR LABELED DOORS REQUIRE FUSIBLE UNKS AT LEVERS. 24. THE G. C. SHALL, UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS 2. KEYING OF CYUNDER LOCKS SHALL BE COORDINATED WITH THE TENANT SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING LIGHT FIXTURES, REPRESENTATIVE, FOR ESTIMATE USE GRANDMASTER KEYING CHARGE. UNDER TENANT .DIFFUSERS AND REGISTERS, SPRINKLER FITTINGS, ETC. REPRESENTATIVE'S DIRECTION, KEY TO NEW OR EXISTING SYSTEM TO BE APPROVED BY 25. THE G. C. SHALL USE ALKYD BASE PAINT IN COLORS SELECTED THE ARCHITECT AND BUILDING MANAGEMENT IN WRITING. FURNISH CONSTRUCTION KEY BY IA, & SHALL SYSTEM WITH KEYS WHICH CAN BE RENDERED INOPERATIVE BY THE TURN OF THE PROPERLY PREPARE ALL SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) CHANGE KEY. STAMP ALL KEYS "DO NOT DUPLICATE ". FINISH COATS OF PAINT IN COLOR AND FINISH AS SELECTED BY IA. 3. FOR PROTECTION OF THE TENANT ALL LOCKS AND CYUNDERS SHALL BE KEYED AT 26. THE G. C. SHALL INSTALL WALL COVERING WHERE DESIGNATED ACCORDING TO THE FACTORY OF THE LOCK MANUFACTURER WHERE PERMANENT RECORDS ARE MANUFACTURER'S RECOMMENDATIONS. G.C. SHALL PREPARE ALL SURFACES TO RECEIVE MAINTAINED. WALL COVERING. WALL COVERINGS SHALL BE SMOOTH WITH NO WRINKLES, BUBBLES OR LOOSE EDGES. ALL PASTE AND BRUSH MARKS SHALL BE THOROUGHLY REMOVED. WALL 4. HINGES: ALL HINGES OPEN WIDTHS SHALL BE MINIMUM, BUT OF SUFFICIENT SIZE COVERINGS ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND SQUARE. TO PERMIT DOOR TO SWING 180 DEGREES. FURNISH TWO PAIR HINGES PER LEAF, U.O.N. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST QUALITY BY IA WILL NOT BE FURNISH HINGES WITH STAINLESS STEEL PINS AND CONCEALED BEARINGS. SIZE USTED IN ACCEPTED. HARDWARE SETS INDICATE HEIGHT. 27. ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLED OR PLASTER 5. SURFACE DOOR CLOSERS: TO BE OF FULL RACK AND PINION TYPE WITH PATCHED. REMOVABLE NONFERROUS CASE AND CAST IRON BODY, COMPLETE WITH BOLTS AND GROMMETS. PLACE CLOSER INSIDE BUILDING, STAIRS, ROOMS, ETC. CLOSERS SHALL. BE 28. EXISTING UNEVENNESS IN ALL PARTITIONS SHALL BE SANDED OR CHIPPED AWAY NON - HANDED, NON -SIZED AND ADJUSTABLE FROM SIZE 2 THROUGH 6, U.O.N. AND SURFACES PLASTER PATCHED OR SPECKLED TO INSURE A PERFECTLY EVEN SURFACE. lA SHALL APPROVE PRIOR TO THE APPLICATION OF FINISH PAINT COAT. 6. SILENCERS: FURNISH SILENCERS FOR INTERIOR HOLLOW METAL FRAMES, 3 FOR SINGLE DOORS, 4 FOR PAIR OF DOORS. OMIT WHERE SOUND OR LIGHT SEAL OCCURS. 7. SCREWS: ALL EXPOSED SCREWS SHALL BE PHILIPS HEAD. HARDWARE LOCATIONS FOR INSTALLATION HINGES: BOTTOM HINGE = 10" FROM DOOR BOTTOM TO BOTTOM OF HINGE. TOP HINGE = 5" FROM TOP OF DOOR TO TOP OF HINGE. CENTER HINGE = CENTER BETWEEN TOP AND BOTTOM HINGE EXTRA HINGE = 6" FROM BOTTOM OF TOP HINGE TO TOP OF EXTRA HINGE. B. LOCK: 38" FROM BOTTOM OF DOOR TO CENTER OF LEVER OR KNOB. 9. INSTALLATION: AA; INSTALL EACH HARDWARE ITEM PER MANUFACTURERS INSTRUCTION AND RECOMMENDATIONS. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND AND OPERATION. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR. B; TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT, REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY. i -_ �_. . _. _. . _. _ �' ___ ' - - _. - _.. -- � -.�- �.. ...r -.�- -�- - - .� �.. �-- - - _.. ..� . _ -�.. -� . _ . �.. --�. _ ... --_... _� _. _ ., . _ .►.- �.. - -. era.► .. .- _ -. �. __ r • � FILING NOTES 1. THE G. C. SHAD. NOTIFY A OF ANY POSSIBLE CONFUCTS BEFORE PROCEEDING WITH INSTALLATION. 2. ' FASCIAS OR ANY BREAK IN THE CEILING HEIGHTS CREATED BY THE INSTALLATION AND /OR ALTERATION OF HEATING, VENTILATING, AIR CONDITIONING OR MECHANICAL DUCTS, PIPING OR OTHER EQUIPMENT SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING CHANNELS. ALL CONDITIONS AND DETAILS TO BE APPROVED BY IA. 3. CEIUNGS IN CLOSETS SHAD BE OF THE SAM HEIGHTS AND CONSTRUCTION AS THAT OF ADJOINING SPACE, UNLESS OTHERWISE NOTED. 4. THE G. C. SHALL CLOSELY COORDINATE THE CEIUNG WORK WITH THAT OF THE CABINET, PLUMBING, HVAC, ELECTRICAL. WORK AND THE TELEPHONE COMPANY WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS. 5. THE G. C. SHALL COORDINATE TELEPHONE /SIGNAL CABLE INSTALLATION WITH TENANT'S COMMUNICATIONS CONTRACTOR PRIOR TO COMPLETION OF CEIUNG WORK. 6. THE G. C. SHALL_ PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSI iCAL WORK AS REQUIRED FOR UGHTING FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSERTED ITEMS. 7. IN GENERAL, WITHIN EACH AREA, THE CEIUNG WORK REQUIREMENTS SHALL BE EXECUTED IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS AND AUGNING CEIUNG. THE FINAL CEIUNG INSTALLATION SHALL BE FREE OF ALL VISUAL DEFECTS. 8. ALL CEIUNGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING CODES AND MANUFACTURERS SPECIFICATIONS. THE G. C. SHALL PROVIDE ALL NECESSARY LATERAL BRACING AND COMPRESSION STRUTS AS REQUIRED TO MEET PERTINENT LOCAL BUILDING CODES. x 1 9. PROVIDE FIRE TREATED WOOD AND METAL BRACING AS REQUIRED FOR ALL MILLWORK ITEMS SECURED TO CEIUNG. 10. MINIMUM FLAME SPREAD RATING: CLASS I. MILLWORK NOTES r . 1. ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEIUNG. THE G. C. IS RESPONSIBLE FOR ALL BLOCKING REQUIRED; UNDER NO CIRCUMSTANCES WILL "EXTRA" 'WORK BE AUTHORIZED FOR EXTRA BLOCKING. 2. THE G. C. SHALL CHECK AND VERIFY ALL MILLWORK DIMENSIONS AND CONDITIONS AT JOBSITE AND SHALL BE RESPONSIBLE FOR SAME. 3. IT SHALL BE THE G. C.'S RESPONSIBIUITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED INCLUDING SUCH MATTERS AS UNLOADING FACIUTIES, LOCATIONS AND SIZES OF ELEVATORS, HOURS OF AVAILABILITY, EQUIPMENT OR FACILITIES NEEDED PREUMINARY TO AND DURING THE WORK, AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. K 4. THE G. C. SNAIL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND TO PROTECT TENANT'S PROPERTY FROM INJURY OR LOSS IN CONNECTION WITH ALL PROJECT WORK. 5. THE G. C. SHALL GUARANTEE THAT ALL MATERIALS AND WORKMANSHIP SHALL BE OF THE QUALITY SPECIFIED AND SHOWN AND THAT ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR MATERIALS DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE INSTALLATION SHALL BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS WITHOUT ADDITIONAL COST TO TENANT. TENANT WILL GIVE NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE PROMPTNESS. 6. ALL CABINETWORK SHALL COMPLY WITH "CUSTOM GRADE" REQUIREMENTS SPECIFIED IN "ARCHITECTURAL WOODWORK INSTITUTE QUALITY STANDARDS AND GUIDE SPECIFICATIONS" AS PREPARED BY THE ARCHITECTURAL WOODWORK INSTITUTE, DATED CURRENT EDITION. 7. MATERIALS NOT COVERED BY THE SPECIFICATIONS SHALL BE THE BEST OBTAINABLE FOR THE PURPOSE INTENDED. 8. G. C. WILL SHIM AND LEVEL COUNTERTOPS ABOVE FILES AFTER FILES ARE INSTALLED BY OTHERS. FILES TO BE SHIMMED AND SECURED TO MILLWORK AFTER THEY ARE SET IN PLACE. G.C. TO LEVEL FLOOR UNDER FILES IN ALL AREAS WHERE FILES ARE GANGED OR INSTALLED BELOW FIXED CABINETRY. (PLASTIC LAMINATE SHIMMED AS REQUIRED AT FILE CABINET AREA). 9. ALL WOOD TRIM SHALL BE FIRE PROOF PREMIUM GRADE "B" OR BETTER, SUITABLE FOR STAINING, AND SHALL BE INSTALLED IN ACCORDANCE WITH AWI SPECIFICATIONS. STAIN SAMPLE TO BE APPROVED BY IA. 10. ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. G. C. SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE G.C. AT OWN EXPENSE. 11. ALL CASEWORK AND CABINETRY HARDWARE SHALL BE CONCEALED TYPE, TO BE PROVIDED AND INSTALLED BY THE G.C. CABINET HARDWARE SHALL INCLUDE (BUT NOT BE LIMITED TO) ALL DOOR PULLS, CONCEALED HINGES, MAGNETIC CATCHES AND FELT SILENCERS, DRAWER GUDES AND STOPS AS REQUIRED. 12. COAT CLOSETS SHALL INCLUDE A STAIN GRADE WOOD SHELF WITH BANDED EDGE SUPPORTED BY LEDGERS AND A METAL COAT ROD INSTALLED AT 5' -6" A.F.F. STAIN AND FINISH IS TO MATCH uA SAMPLE. 13. ALL STAIN GRADE WOOD CABINETS SHALL INCLUDE CLEAR LACQUERED INTERIOR SHELVES AND FINISHES, AS INDICATED ON THE CONTRACT DOCUMENTS. 14. MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL, TELEPHONE AND COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED TO CONCEAL CABLES. 15. SHELVING AND OR COUNTER WORK SHALL NOT EXCEED 3' -0" WITHOUT ADDITIONAL SUPPORTS AND /OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. 16. ALL PARTITIONS SUPPORTING BUILT -IN MILLWORK SHELVING AND OR CABINET WORK SHALL HAVE STUD SPACING OF 12" O.C. INSTEAD OF 24" O.C. (TYPICAL). 17. ALL BLOCKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO METAL STUDS AND WOOD GROUNDS. 18. SAMPLES WILL BE REVIEWED FOR APPEARANCE AND FlNISH ONLY. COMPLIANCE WITH ALL OTHER REQUIREMENTS IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. SUBMIT: A. SOLID WOOD EXPOSED AND SEMI - EXPOSED SURFACE OF CASE WORK AND THE FOLLOWING SAMPLES: MILLWORK; SUBMIT 3 FINISHED SAMPLES 11N 8 1 /2 0 OF SPECIFIED SPECIES AND CUT. S. WOOD VENEER FOR EXPOSED AND SEMI - EXPOSED SURFACES OF CASEWORK AND MILLWORK; SUBMIT 3 FINISHED SAMPLES l l *X 8-1/2' OF SPECIFIED SPECIES AND CUT. ALL VENEER STAINS SHALL HAVE UNIFORM COLOR AND SHALL MATCH W CONTROL SAMPLE. South Center Corporate Square ATRIUM RENOVATION WASHINGTON REAL ESTATE HOLDINGS, L.L.C. 600 UNIVERSITY STREET SEATTLE, WASHINGTON 98101 FJ P y ct 8 gP ?�� RECENEO 0TV (V TI M(YVP • Se Is 2001 p��r %EMS FOR PEitirll T & rARKM G 08.2 7.04 Fort CLIE REME 03-1 fte Oemaiptian bete 8457 AEGIS; IA ^T STATE Of WAM MG M 0 � A T T L E PIER 56 1201 ALASKAN WAY. SI.�TE 201 SEATTLE. WASNWTON 98101 206.264.9195 FAX 206.624. 1525 elm w.t k. aASM ATE W rO IMTM K" ov MIE N a aft ft Uw%ana gn a IK AVOCT. 00 AE UK MI IIOT K OIRl1 IM V= 0 aXLQ!'.D w0fty •E *a, if Comm or ATE 4TDMCT ob�I ►w w O.d a Omw A�rovd Pb n0 214[oo_ 30de GENERAL NOTES ft iv. A- N �4 0 0 u. cab �, - -- -- - - -� ------------------- / V. 1� ♦ 6 G>\, �- ' 10 � VU i 3 ' 6 g � s \ \ • / / \ ------------ --------------------- • 1 VD I r 0 i �j ow•� FIRST FLOOR DEMOLITION PLAN 1 � SCALE: 1/8 " =1'• -0 r� a UP j a1A cu au cu cu CIL3 'n.3 all OL i, e Q_3 20 • ; �. �==� 19 4 T 10LI aK iI' CJ QJ cu �I � 01,.3 C J Ci.J 16 al.� Q W-A f / / - T: FIRST FLOOR REFLECTED CEILING PLAN . -:-- ' wvd. I d =1 - 0 FIRST_ FLOOR CONSTRUCTION PLAN 2 SCALE: 1 8 -1'-c� ANNOTATIONS --r EXISTING CONSTRUCT& TO BE DEMOLISHED =�■w --+w� EXISTING CONSTRUCTION TO REMAIN DESIGNATED AREAS ARE N.I.C. GENERAL NOTES I. PATCH/IW_PAIR WALLS, SOFFITS & COLIM -WRAPS WHERE NECESSARY, PREP TO RECEIVE NEW RMSH(ES) AS NOTED ON FI NSIi PLAN(S). 2 SALVNGE/ MM ALL DWING DOORS, FRAMFS & SIDELIGHTS FOR REUSE - STTxRE FRAMES NOT BEING RE -UIM AS REQUIRED BY BUILDING MANAGEMENT. 1 REMOVE EIOSW FLOOR COVERING Aw000 UT AREA OF WORK, U.O.N. I 4. CLEW R PREP FLT -SLAB TO RECIM NEW FLOORING AS NOTED ON FINISH PLNN(S). I REMOVEAETAIN EXISTING FK- EXTIdG SO CABINETS TO BE RE -USED IN LOCATIONS NOTED Or PARR110N1 PL^q 6. WK RIMING AT COLS II FXTE W SOFRTS/bRACING 10 REMAIN, U.OA. 7. REPAIR ALL E7IMW TO MAIN P1I WRIO NS, DOORS, FRAMES, ETC. ]HAT ARE TO RECEIVE A NEW FINISH. ALL FMIM TO MATCH DISTING ".0. I. MACE/REINFORCE ALL NEW OR DOSING PARTITIONS TO RECEIVE MILLWORK AS REQUMIED. I. P OUTLEIS ARE INSTALLED OKCIL INTO 0011E WALLS, SEAL/IINSUATE AS REQUIRED PER CODES TO MAINTAIN THE INTEGRITY OF WALL RATING. REFER TO PONER/SMAL PLAN FOR LOCATIONS. M LM OR 'FIOA'r FLOORS *f RE REOOREO FOR LE1IEl FINISH AND APPEARANCE WHERE FUMITURE/WLFD ' UNITS AND ARCHIJECTURAL EIEIMENT AUGMENTS ARE CMTICl1l (iR • SLINNG 9WR5, FILE ENUnKS, •USES • FIAT MT. CLOIK1% ETC,) TQFRANCE TO BE NO MORE THAN \SW/4; • IN 10 FEET. 11. ANY DAMAGE 00111E BY ANY EXISTING FIRE PROOFIAIG IIOUID K REPAINTED NTH COMPARABLE MATERIAL HAVING THE SAME FIRE WMUVE RATING REORIi U 9Y UIIIC CHAPTER 7. / E2. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING TIE MYED COMM NAi;.S AND/OR CMI N1G. DAMPERS ARE TO COMPL WITH LOC SECTION 71110. 11 ALL EMSTING PAINTED SWACES TO OE REPAINTED N ATRIUM 6 ENTRY VESTIBULE ON BONN RLOOIS, 14. ALL QIAWS IN FLOORING TO OCQAR CQIIERLW OF DOORS. 15, REPAIR At• PATCH ALL 66N.8. IMAMS TO 1EVEL 4 FINISH FAINT. 16. RE -WIMK L90 SMTCHE3 lRIMXLERS A HVAC AS REQIAREO. 4 � • M W% 1 � I.. s ; l' III IM v Al I; "1111 IIIIII Ill�ul I I • lQ r I Iliillll'' ; �� II u 3 FIRST FLOOR_ FURNITURE AND FINISH PLAN S„Ad- ;;A' 1' -♦)" rd—ailEWIM MR 00000rKw+M SEP 27=4 sill DArG DIVISION j South Center Corporate C Square ATRIUM RENOVATION WASHINGTON REAL ESTATE HOLDINGS, L.L.C. � j� 600 UNIVERSITY STREET SEATTLE, WASHINGTON 88101 FA a t j SHEET NOTES FINISH LEGEND Cm' cwn ww'° _ SEP 0 3 2W4 0 REMOVE EXISTING DOUBLE DOORS & MULLIONS AS REXX)IRED. NOTE: ALL PAINT TO BE PT -5 U.O.N. PiMm CENM, NOT USED. REMOVE EXISTING CARPET ANO TIE, PATCH AND REPAIR Fl OW AS REQUIRED. SHAW CARPET, FLUX 06 SHADOW; COLOR 01713 O NOT USED. t � _ ® SHAW CARPET, SWAY: COLOR SHADOW 01713. PARTITION TO START AT REPEAT CENTERS ON WINDOW MULLION +1 O REMOVE EXISTING DOORS AND REPLACE WI NEW 20 MIN. FIRE RATED MW WITH TREATED CLASS INSERT. WD2 ADJACENT WAL. t0 BL UFWAOM TO 1 -HR RATING AS REQUIRED BY COOL SEE 14 � T k A SUPPLY CO. HURCULES NOP; COLOR 06 ZINC(R) EXISTING FLOC MOUNTED POWER/COMM. OUTLETS 10 8E REMOVED. PATCH AND REPAIR FLOOR FOR NEW FLOOR FINSHES. FOR PERMIT ac PMCING 08.27.04 (D REMCVE EXISTING PARTIAL HEIGHT WAIL AND MILL WORK R SHAW CARPET, HZE COLOR SHADOW 01713 FOR CLIENT REVIEW 08.16.04 O RELOCATE EXISTING FLOOR MOUNTED RECEPTICAL 10 PROVIDE POWER FOR FIREPLACE, SEE MFG'S RECOMMENDATIONS. DENALI 3/8 X 3 X RANDOM LEGTNS CHINESE WALNUT HANDSCRAPE. CONTACT 888 ;:33 -6254 0 LOCATION OF RELOCATED RECEPTICAL. VEWY LOCATION W/ ARCHITECT. lime Description QNOt e 10 D OSIING COLUMNS AND BALCONY TO REMAIN. ® SOLID VERTICAL GRAIN FIR CLEF FINISH. ( 1D NOT MD. VERTICAL GRAIN FIR WOUD VENEER, CLEAR FINISH. ® 1? NEW 3/4 1Hl>Cf( WOOD CAP TO MATCH EXISITNG CAP MADTH, WD2. & 57 REu.,,TEAE.) 13 REMOVE; ALL SCREW CAPS ON WOOD HANDRAILS. REPAIR, PATCH AND PAINT. a SHERWIN MAL_IAMS 6136 HARMONIC TAN - -* 14 NFW 10 MIN. RATE DOOR WITH GLASS INSERTS. WD2 ® SHIERWIN WILLIAMS 6137 BURLAP 15 NOT USED EOiVAMIp ,yA 16 EXISTING GRID L07ING N MECHANICAL IIIEMS ABOVE ACT = TO REMAIN, EXCEPT AS NOTED. PROVIDE ALTERNATIVE PRICING SHERW IN WILLIAMS 6138 ARTIFACT SATE OF WesenTON FOR NEW ACT PER SHEET AN -3. E T T L E 17 RELOCATE EXISTING MECHANICAL AS NECESSARY W T UFA. a 10 DULUX 354 TIMBER TRAIL 18 NEW GYM SOFFIT; PAINT ® BENJAMIN MOORE HC - CARRINGTON BEIGE 19 NEW LI%fT FIXTURES, TVP. OF (4) THIS AREA. ALIGN WITH WINDOW MU BEYOND. MFR: 1EA1006, CILNG MOUNTED a 14 GA PERF. M ' L k (UN- PERF.) FRAME MI/ PATINA RUST FINISH CLEAR STAIN SEALER, 3/32' DN1 5/3Y STC CMTERS 47 PIER 56 MODULO Rn (CONTACT NUMBER 732.225.0010) HOLDS PSI 33X 0/A BY MCNICHOLS; AUBRUN, WA (253- 939 - 4747). 12 1 A L AS KAN �� ® 5/g' x 2 - 1/2' SOLID w00o W; REFER To EiLE1l nON L Af � WAY. . + E 20 .pF1NSONITE 4 VINYL BASE ,n -woc,�E- SEATTLE. 1r1lASl 98V-" Q coNTER NEW FL,00MC M ROOM 4' x 11`t WD BASE To MATCH wo -, 206.2.64.9195 FAX 206.624.15.'?S ® aARlc BRONZE 9aILUTER STTRIP • WOW TRANSI'ION, Yr. COLOR PLASTER FINISH BY OORDON BROWN ASSOCIATES (Z53- 872 -8338, CONTACT: RQIMNO ROMANT) •M 1k he ® ALIGN MAT WITH MULLJONS Nu A wlcs ra wo wmw � cmruw n4 owowa ow vowsco wo a COLOR REFERENCES: 110 634 LA MESA & 'Cf 715 IVORY COIAsr nF lwolnln. 4V ft Swt w. NOT a OLftolM. M OR 0SMM WWw 01 CSC. TO PROVIDE LEVEL - 5 GINS FINISH ooNSOn a W ARMC1. O ALIGN WAIT WITH SECOND FLOOR ABOVE ® NEW ll�'�7NG TO MATCH EXISTING, 11'P. NL JTM20017 OCRE TEMPERA, TEXTURED ® ® 1r 01lU1Y CASE, 1TD. PRROVDE POTTER AND CABLE AS NECEVIIARY. PIIOVOE PONF R/bATA /COMM F LOOR WO AT OM ,VERIFY LOCATION IN TH ARCH11W. LIGHTING CALC —BOTH FLOORS �,,•t x N0" N im a� „ CW ® PROEM POWER OUTLET AT DISPLAY CASE. WRIFY LOCAT1011 WIT)+ ARCHITECT. REFER TO DOWERING, DRAWINGS FOR COMPLEIE VECNOTOS. COUNTS FOR L041OG BUDGET ONLY- 9101%0 RESPONSIVE FOR ACTUAL QUAIITITY 1ERIF1CATIQI. jb No 2MMOD 30* SYMBOL K'9CRIP110N / MANUFACTI.W NATT'3/ DVANTITY MTAL RXTUIii WATTS , E EXISTING 14CANOESCENT (PIIO) LPN iTK A TO REMAIN lw 14 2100 N10 L1 LEI= 'NODULD - FLW FLYORESCEMT; PWTEOI TITAMUIM FIMSH W/ 'QM x a As FIRST FLOOR TMITE• aASs 012 CALCULM M VEw ootWNL ISO 12 w TIr PLAN S AE170* -CL OL3 REIN FLOW 9CENT CAN LAW - !EC 1BD x 22N$ � MAX WATT'S • 4,751QW ( /SF it 3,0M wK WIATTJ 4,7w N t o / r -"-'f" _- - .- .�-_ .._�.�� -- -.. ._ -..- - _ .. - .. -�.... .__ -- _... -... -- - -- --...- .ss _ _ __. .. .- ._. �._- - -- .... .� _._. -....- .� .► ._.�_ -. _ ; • . _. . -.J r. ..4tt, w..�.p... ... ,a. -� � S� ... - �4ri11 J�'. +�r +�r•�w ` � �,�,� .a�_ . /�. ..� ( jj )- SECOND FLOOR DEMOLITION PLAN (47 LSECOND FLOOR RCP SCALE: % 0 0 w_. SECOND FLOOR _-CONSTRUCTION PLAN 2; - ; - .AN NOTATIONS --�-� EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO REMAIN / DESQATED AREAS ARE N.I.0 (GENERAL NOTES i 1. PATCH/REPAIR WALLS, SOFFITS & COLUMN WRAPS WHERE NECESSARY, PREP In RECEIVE NEW FNN94(ES) AS NOTED ON FINISH PLAN(S). 2 SALVAGE/ REUSE ALL EXISTING DOORS, FRAMES & SIOELIPM FOR REUSE - STOREFRONT FRAMES NOT BEING RE -USED, AS REQUIRED BY BUILDING MANAGEMENT. 36 IEMOVE EXISTING FW COHERING THROUGHOUT AREA OF WORK, U.Q.M. 4. CLEAN A PREP FLOOR -SLAB TO RECENE NEW r i.00RING AS NOTED ON FINISH PLAN(S). S REWOVENTAIN EXISTING FIRE- EXTIN(XIISHER CABINETS TO BE RE - USED N LOCATIONS NOTED ON PARRIM PLAN(S). i. BMW Fi>�lW AT COIAIMNS A EXTERIOR SOFRTS/WCiNG TO REMAIN, U.OLN. 7. REPAIR ALL EXISTING TO REMAIN PARTITIONS. ODORS. FRAMES, ETC. THAT ARE TO RECEIVE A NEW FINISH. ALL RM94ES T O M AT OJ ENSTING U .N .O. III, UACE/IRENR'OR'CE ALL NEW OR EXISTING PARTITIONS 10 RECEIVE MILLWORK AS REQUIRED. 9. IF OUTLETS ARE INSTALLED ORECTLY INTO CORE WALLS, SEAL/I NSUATE AS REQUIRED PER CODES TO MAINTAIN THE INTEGRITY OF MAI I RATING. REFER 10 PWER/SUAL PLAN FOR LOCATIONS. 10. LEVEL OR 'FLOAT' FLOWS WHERE REQUIRED FOIL LEVEL FINISH AND APPEARANCE WHERE FlIWTURE/MIt TED UMTS MC IWCMTECAW I;,IEMIE N T ALKIW N TS ARE CRITICAL (ie. 9 SLIOMNG g"S, FILE ENCL09AES, USES 9 FALL HIT. CUOtl A M) M RANGE TO K NO MORE THAN \SI14;' N 10 FEET. 11. ANY DAMAGE DONE BY ANY EXISTING FIE PROOFING lHIO 0 RE REPAIRED wTH COMPARABLE MATERIAL HAVING THE SAME r RESISTNVE RATING REQUIRED /1r UIC OW TER 7. 12. INSTALL FIE DAMPERS N ALL WUICTS PENETRATING THE RATED COMM WALLS AND/OR CEILING WAIPIERS ARE TO COMPI Y W TN UDC SUIM 713.10. 136 ALL EXISTING PANTED SMACES TO BE REPAINTED IN AW M & ENTRY VESTNUIE ON BOTH FLOWS, 14. ALL QMN(ES N FLONK 10 0MV CENTERLINE OF Ong it 15. REPAIR A PATCH AL; &W.B. WALLS TO LEVEL 4 FINISH PAINT. 16. RE - WORK L Q1T 9MTD4M SPRINKLETRS & NVAC AS REOUIREO. 17. ALL B ASE TO CIF 1181, U. O.N. i c South Center Corporate Square ATRIUM RENOVATION WASHINGTON REAL ESTATE HOLDINGS, L.L.C. 600 UNIVERSITY STREET SEATTLE, WASHINGTON 98101 r� �N,�SECOND FLOOR FINISH PLAN `7 i SCALE: SHEET NOTES IFINISH LEGEND O REMOVE EXISTING !DOUBLE DOORS & MULLIONS AS REQUIRED. " e SHAW CARPET, FLUX 06 SHADOW; COLOR 01713 REMOVE EXISTING DOORS AND REPLACE WITH NEW 20 MIN. FIRE RATED DOOR WIIH REATED GLASS INSERT. WD2. ADJACENT WAS,. 10 BE UPGRADED TO 1 HR. RATING AS REQUIRED BY CODE SEE 10 SHAW CARPET, SWAY: COLOR SHADOW 01713. PARTITION TO START AT REPEAT CENTTRS ON WINDOW MULL ION. PATCH AND REPAINT EXIS - NC COLUMNS. ® T k A SUPPLY CO. HURCULES NOP; COLOR 06 ZINC(R) REMOVE EXISTING URPET, REPAIR FLOOR AS REOIlIRED. 5O NOT USED. SHAW CARPET, HZE COLOR SHADOW 01713 BALCONY MGJNTED IxNTNG 70 K DEMOLISHED, TYP, PATCH AND REPAIR G.W.B WUCE COMMERCIAL MAIN STREET COLLECTIOIr 3 /B' X 3 X RANDOM LENGTHS EWM -3304 RUSTIC WOOD HICKORY. REMOVE EXISTING WOOD CAPS, ALLOW FOR NEW WOOD CAPS, M, W02. Q DEVO UNDERSIDE OF BALCONY TO CREATE NEW CEILING POCKET. POCKET ® SO110 VERTICAL GRAIN FIR CLEAR FINISH SEE CEILING DETAIL 4/A -1.0 FOR MORE WORMATION O DEMO NOTCH OF THE EXISTING GAURDRAIL 10 ACCEPT NEW METAL SCREEN. SEE ELEVATION. 3/0.0 ® PENTAL- FRENCH VANILLA SLATE, SLAB. 10 NEW 20 MIN. RATED ODOR W CUSS INSERTS. W02 a SHERWI Ni i - IAMS 6136 HARMONIC TAN 11 NEW 3/4' TRC( WOOD CAP TO MATCH EXISTING CAP WIDTH, WD2. ® SHERWIN WILLIAMS 6131 BURLAP 12 REMOVE ALL SCREW CAPS ON WOOD HANDRAILS. REPAIR, PATCH AND PAINT. 13 PROVIDE MTl allM WHERE FLUE PENETRATES ACT - MTL FILM APPEARANCE (WIDTH do FINISH) TO MATCH ACT Nom. ®SHERWI WILLIAMS 6138 ARTIFACT M 10 DALIX 354 TIMBER TRAIL BENJAMIN MOORE HC -93 CARRINGTON BEIGE FRAME PATINA RUST FINN WITH CLEAR STAIN SEKER, 313Y OW S/32' SIC► CENTERS 47 HIES PSI 33% 0 /A. F?2 r ' r j. �l m wow".% SEP 0 3 200 mo w coo" FOR PERMIT & PRICING 08.27.04 FOR CLIENT REVIEW go. 16. G4 iaNs Description Oote 8457 rIEGISTEAED op STATE WASHOIWM SE A T T L E PIER 56 1201 ALASKAN WAY SUITE 201 SEATTLE. WASIfVON 98101 206.264.9195 FAX 206.624.1525 •mwex Au arks no am Orm omwt mGmu>E H ON=Al AID wftm m sm a W AAX "CT. On K SAE MY Dpi of mou"10. vm. a mom •1M01{T AE itiAr1FU car 07 w n[ mmwct Rarre N l w co" EKNvI Owner APP°"d Na 214Lf?JDO lode '�'T�' SECOND FLOOR ,.PLANS A. m2mO V 1 --- - - - ""'r -• -- - __.�r�... �... __�.� ,i.., rn+.a.- " "Mann: . ,'' 41 .�.. - I ! STAINLESS STEEL 18' DIA. i X 3/8' FLATTENED OR I FABRICATED W /MIN. 1/4 WALL THICKNESS I , PERFORATED METAL SURROUND; M TL 1 VERTICAL GRAIN FIR VENEER; SLIP - MATCHED, VENEER GRAIN TO BE CONTINUOUS AROUND ASSEMP:- Y; WD3 1 ELEVATION O ELEVATION LINE OF -Qk CEILING LINE OF _4h FLOOR LINE OF -Q, CE ILIN G LINE of FLOOR 4 1 108BY NW ELEVATION LINE OF mim STAINLESS STEEL 18' DIA. I X 3/8' FLATTENED OR i FABRICATED % /MIN. 1/4' ' I l k WA LL THICK NESS I I I � x 5 � PERFORATED METAL LINE OF • " , , , , SURROUND; IN FLOOR ,,,• " ",• „ ,,,•" t °' ',''','•''',',''' ' ZIP- VERTICAL (MAIN FIR VENEER; SUP— MATCHED. VENEER GRAIN TO BE CONTINUOUS AROUND "; ASSEMBLY; WD3 e _r M VENETIAN PIASTER; CP1 VENETIAN PLASTER; - � VENETIAN PLASTER; CP1 CT:IUN CP1 I 5 VERTICAL GRAIN FIR VENEER PAN ! S. TYP.; y 9 SLIP - MATCHED, VENEER REVEALS. TYP. , e GRAIN TO BE CONTINUOUS TO ADJACENT WDOO PLA \I; WD3 - -_ VERTICAL GRAIN FIR VENEER PANELS, TYP.' e 5. SUP - MATCHED, VENFFR STEEL PLATE ABOVE �' . i "' GRAIN TO BE FIREPLACE OPENING r WGN CONTINUOUS TO .�. b ADJACENT WOOD PLANE; O W03 _ UN OF FLOOR CONCRETE BASE FO. ,k Ell - , IFO � — 1/4* SCORING AT CONCRETE BASE 1/4' SCORING AT CONCRETE BASE CONCRETE BASE 3/8' = T -0' 2 ELEVATION AT FIREPLACE 3/8" = T-T 3 LOBBY WEST ELEVATION 0 LINE OF CEILING MITER , WELD do GRIND SMOOTH ALL CORNERS, TYP. WOOD CAP; REFER TO DETAIL METAL ANGLE SUPPORT; SEE DE TAILS LIIE OF FLOOR LINE OF WALL BEYOND APPROX. LOCATION OF EXISTNG METAL STUD FRAMING; VERIFY LIIE OF CEIUNG 4 SCHEDULED BASE IFIE OF FLOOR T1 oo"�' Z.." o N rwl—/ E Ell rin Iii _j D South Center Corporate Square IIIOOO CAP r x 2" ME TAIL VA3MTS MI EE R , WELD 4c "AND IMOOTH ALL OWNERS, : YP.- . WF LD EfrsTING SOUARE TUBING TO - .NEW SMUCTURAL META_ STUDS 5 /T3' x 2-1 S" WW TR IM :l ATRIUM RENOVATION i WASHINGTON r APMX. LOCATION S EX I STM REAL ESTATE METAL STUD FRAMING; VEk" " HOLDINGS, L.L.O. 600 UNIVERSITY STREET SEATTLE, WASHINGTON X8101 NEW STRUCTURAL ME STS SECURE TO EXISTING FAAMING t = � SCHEDUI$ BASE y 1 y : 3/8' = T-T CODE REVI EWED FOR COMPLIANCE po�'?l�1ME'O SEP 2 7 n Ty Ix 1A cam► of Tina SEP 0 3 Zaa BUILDING p CA� a . FOR PERMIT & : QN 06.27.04 FOR CLIENT REVIEW 06 -16.0.4 Issus I escriptipn Dote 1A Ep RFGIS" � R ATiC+ .- � .. , �+�erc.'Ki STATE OF wAsisma �EATTI_E PER 56 1201 ALASKAN WAY. SUTE 201 SEATTLE. WAS1+JGT0N 98101 206.264.9195 FAX 206.624.1525 • 200 K k ku N01IIIIIIIIIIIIIIS Ito 0110 OVA W" MAW W MW io Wwg" n Ww or W wami, Am "t sly AMY lot E OY'm". um aR � mm, we wpm CNW OF N Ir1DGW QOw� 1Wi AK C ock 9'l,M O^m Awa4 SCHEDULED RASE orb ►_vQ 2"M ELEVATIONS ma 3/8' : T-Or 5 LOWY EAST ELEVATION -- - - -- 3/8' a T-W 641 V A ..4._.... - ..«►.[awli:..if.i.�i:+:�l.:�' .a,.,�,�1, .,I�„�;..• low if // F1 '000�' 0000�' 1 ' 10 0------- -2 6 X2" MTI . ANGLE SUPPORT AOLTEO S go TO EXIS IMIG FAME. EXISTING G. W.o, C ent er ,1 SOX6" MTL. ANGLE BOLTED TO � - SUPPOR I ANGLE AND APPLIW GAURDRAIL FRAME E XIST IN G BRACED TO C o o rat e U.aK 15 T-T ✓RAIL o INSET GAURDRAIL PANEL UC STRTURE F 2 "X2" MTL. ANGLE uare .' SUPPORT BOLTED TO v I _ EXISTING G.W.B. .j . :.- £XISTMIG FRAME A X6 MTL. ANGLE r, �►" BOLTED 10 SUPPORT ' ANGLE EXISTING 4" MTL.. STUD FRAME BRACED TO STRUCTURE �► --- =- PERFORATED METAL SCREEN - ��..._........__�...�.._... rX2" StL. MTL. TUBE � _000" METAL MET,µ CORRNER BEAD AND JOWT COMPOUN E@ Ib ImIllf 'iYP. ' EXISTING LAY —IN QQSIIC i 3/4" x 2 ;" WO TRIM ACOUSTICAL TILE PAN 1(J SO FFI T. 2 SECTION o NEW GWB SOFFIT 1 1/2" = T -O" ,3 DETAIL o MTL ANGLE SUPPORT 1 1/2' = T-0' DETAIL o MTL ANGLE SUPPORT 11/2' = T-W A LIGHT FIXTURE: REFER r s TO REFL. CLG. PLAN ;} ATRIUM R AV LINE OF 24" WOOD TRIM BEYOND PERFORA T E31 METAL WASHINGTON NEW MI STUD FRAMs � SCREEN ' ` CONTINUOUS BETWEEN FULL HT. EXIST�vG MTL MEAL ESTATE _ NEW PAINTED G.W.B. - STUN' n2" STL. M TL. TUBE EXISTING MTL. STUD 3/4 SOLID wood CAP SOLID 3/4" VERTICAL G RAIN FIR '� ` HOLDINGS, L.L.C. FRAME ` , �/�_______ �, PERFORATED METAL 5/8 "X2 - 1 /2" WOO - • PLYWOOD �, 1fR' 1�' ' SCREEN ' TTtIM D x__ CAP Mit tED FROM it X600 UNIVERSITY STREET 3/4" -Souo ;` SEATTLE, WASHINGTON EXISTING GYPSUM STOCK TYP. BOARD " X I � ,f • � T .. � 101 ALIGN W/ EXISTING ACT CEILING LINE OF WOOD TMM . 2 "X2" STL. MTL. TUBE i BEYOND SOLID 3/4" VERTICAL GRAIN I I FIR +-- STEEL PLUG BOLT TO RAIL EXISTING 4" MTL, I 1 r STUDS. CUT AT 7 1 " A.F.F. TO RECEIVE NEW :. "' 20 S IE T L PL SCREWED r M TO A MUN , NEW %N7.11 I1 �iAURDRAIL FRAME — --+- ' r NEW BASE EXISTING STRUCTI/tE r `` NEW CARPET Jf , 6 SECTION o SOFFIT 1 1/ = T-m 1 8 DETAIL o APPLIED GAURDRAIL FRAME 1 1/2' = T-o" SECTION o INSET GAURDRAIL FRAME 1 1/2" = _ _ � � O 3• t-Or f\ A REVIEWED FOR CODE commimom PARTITION PER PLANS PARTITION PER PLANS NEW PARTITION PER Z 7 Z ON MAX I �--�✓ PLANS REINFORCING TAPE AND �- REftORCTNG TAPE AND JOINT COMPOUND, TYP. JOINT COMPOUND. TYP. aty Of Tukwila BUILDIN D MSIM� d --•�� -- M--- -- PARTITION PER PLANS o -- ACOUM SEALANT RECB TYP. t ' - REINFORCING TAPE AND ' CLOSED CELL SEP I OP ( JOINT COMPOUND. TYP. NFRENE GASKE T EXISTING M TL STUD PARTIALLY - RECESSED F.E.C. FRAMING VERIFY DEPTH RECD W/ MFR. WA INT TO MATCH ADJACENT \ �- ( ' EXISTING GWB. 5/8 w x 7 SOLID 1/4" GAP — FILL WI TH _,' WOOD TRIM; FINISH SCREW I ACOUSTICAL SEALANT. TVP. l l � & GLUE TO MTL. STUD FOR PERMIT do PSG 08.27A4 t FRAMING AS REO'^ FOR CLIENT REVIEW 08.16.04 ! ` " -METAL STUDS BLOCKING PARTITION PER PLANS METAL CORNER BEAD EXISTING t � COUNTERSINK do FILL F.�:. ,.. _ AND JOMMT COMPOUND. Isom* CONSTRUCTION HOLES. TYP. - a ` Isom* Description [Mte X67 FIEGh'T�tE�p FIRE EXTINGUISHER CABINET 1 1/2' = T 12 INTERSECTION o ACOUSTICAL PARTITION 1 1/2' = T-M 13 PARTITION CORNER DETAIL 1 1/ = T 14 DETAIL OF NEW PARTITION o EXIST CONST 1 1/2' = 14Y DETAIL o WOOD TRIM 3' _ T-T r - _ n SM TUB NVa AT PARTITIIM ENO, *IGMT L STATE OF rON . _ AS �E°u�° r.r' REIrT�, � -o��°` SEA T T L E %llPM (NTH 60TTIMI p O.C. MAX. FASIENED 10 SW MI WTH CM. 3/8" r i EW M AW>0 STS y — PLYWOOD E) : - BO OF PARTITION 00 OF W0 VENEER 4 PIER 56 CAP BEYOND LINE OF L OM TAPE A SPACKLE 1201 ALASKAN WAY. SITE 201 CONCRETE � HEARTH LINE of REVEAL SEATTLE. WASP 4GTON 98101. MQF TOP-CAP - PAINT ro MATCM slloES - LINE OF VENETIAN PLASTER ON I I� BELOW / PER ELFVATIpIS� 206. 264.9195 FA 206.624.1525 REVEAL BEYOND 5/9" GYP. BOARD, TYP. 3 / 4 •• � � L SAD TAPE A SPACKLE �u Sawa MO ar" MVK ►t% t Cmily *4 aart on L"IMM arc e 4" METAL 3 - 1 "METAL IM �cr NO T4 SW Mr MDT K WMXD. Yep 0 8 n *am lw 0 �2 CONTORM METAL ST110 oaaoa w M Mo.rccr / STUD FRAME STUD FRAME TV ft"" 1 /2 m X 10" X 4'-4" 20 GA. CONTORMS SHEET -METAL STEEL PLATE. VENETIAN SAOM0, FLOOR TO TOP OF WALL. 3/S" PLYWOOD SECURE TO MTL FRAME PLASTER ON WHEN MILLWORK (CADINETS OR SUBSTRATE W/ C"TERSUNIC 5/6" G.N.R. COUNTER -TOP') CONNECT TO WALL. SCREWS Drmm I# Vic wner _ O nd FK O �_ FACE OF FIREPLACE 1 LAVER SAS" TYK -X GWO EA. SIDE 1 25 OF 2 - GA. MTL. STUDS • 2' -0' VENETIAN PLASTER ; ' O.C.. STUD CR1AlIPEO AT MEAD TO mob Na 74 lod BEYOND RECEIVE TOP TRACK. 9AIEDULED SASE WOW VENEER SCMEOIAEO FLOORMC " I DETAILS FASTEN METAL RUW4ER TO SLAM %b W/ POWER ACT1'11MITED FASM" 1/M` OW 3/4" MAN. /ENETRATE r - r D.C. 16 17 DETAIL • VENEER A PLASTER 1 1/ = T-T 18 STEEL PLATE ABOVE FIREPLACE 1 1/ = T-W 19 SECTION VENEER A PLASTER 2O A m5m O • rp < i ANOWWASL8:.` ".,:..CIL '- ,�� „tyC11C.r�i��:is .rte •� � rw �/ ilk