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HomeMy WebLinkAboutPermit D04-099 - DHS - OFFICE SPACE AND DETENTION AREADEPARTMENT OF HOMELAND SECURITY 12500 TUKWILA INTERNATIONAL BL D04 -099 u;:.liurJ:.�f�i�ivas:e, _,.4.:u.:�,:.�.i:u::: , ..c +., .•�.,,i,; re W QQ 2. JU O 00 W J I, N LL. uw 0 g J. LL < =W X. Z1 Z 2 0 O S, O 1- WW 1- U. - Z. W U =, rz O~ z City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ht(p:11www.ci.t:(kwi1a.wa.us CERTIFICATE OF OCCUPANCY Steven M. Mullet, Mayor Steve Lancaster, Director This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: Occupant/Tenant: Building Address: Parcel Number: Property Owner: Occupancy: Occupancy Group: Department of Homeland Security Seattle District Office 12500 Tukwila International BI Tukwila, Washington 734060 -0602 International Gateway East III Permit No.: 'DOX" 12$4 D04 -099 16 Occupant Load: I" Floor..... 729 2 " Floor.... 478 A -3, B, S -3 3` Floor .... 310 4` Floor..... 347 Type of Construction: I Signature ot Building Offici Date THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES Z Z �W �U UO C/) J = H N U_ W O. 5 u- cl) a �W Z �- O w ~ W U� O N o E- WW UO .. Z W U= O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 7340600602 Permit Number D04 -099 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Issue Date: 06/15/2004 Suite No: Permit Expires On: 12/12/2004 Tenant: Name: DEPARTMENT OF HOMELAND SECURITY Address: 12500 TUKWILA INTERNATIONAL BL, TUKWILA WA Owner: Name: INTRNL GATEWAY EAST III Phone: Address: 12201 TUKWILA INTRNTL BLVD, SEATTLE WA Contact Person: Name: DAVID LENG Phone: 206 281 -4200 Address: 12201 TUKWILA INTERNATIONAL BL, TUKWILA WA Contractor: Name: SABEY CONSTRUCTION INC. Phone: 206 - 281 -4700 Address: 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE WA Contractor License No: SABEYCI033KM Expiration Date: 01/06/2005 DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR ENTIRE NEW DHS BUILDING TO INCLUDE ALL FOUR FLOORS OF OFFICE SPACE AND DETENTION AREA. Value of Construction: 3,980,000.00 Fees Collected: $24,747.49 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: I Occupancy per UBC: 0016 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 Z w UO M co W J �_.. Nw w� 9_j U_ co :3 = d �w Z F- F- 0 Z !- w w U co D 1- ww H u 0 . -Z W U= O Z City of Tukwila f9Q8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature - - Date: dY 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 regulating con ru on or the Signature: Print Name: ( -,, V( o L ie to give authority to violate or cancel the provisions of any other state or local laws of work. I am authorized to sign and obtain this development permit. Date: U It S b y This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -099 Printed: 06 -15 -2004 z �Z JU U N 0. CO W J � CO LL w O J U- ?: CO) = w' z� H O Z H W �p U O N o � w ILL O. .z w U CO O ~' Z �..Q Cit y of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 7340600602 Permit Number D04 -099 w Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 03/22/2004 0 DEPARTMENT OF HOMELAND SECURITY Issue Date: 06/15/2004 v Tenant: Cl ) O CO Lu J = 1: ** *BUILDING DEPARTMENT CONDITIONS * ** CO UO w 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. J 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be V inspected by that agency, including all gas piping (296- 4722). w 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical z ~ t— O work will be inspected by that agency (206- 835 - 1111). w }- 5 5: All mechanical work shall be under separate permit issued by the City of Tukwila, v o ON 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. = v H F- u_ 7: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. O z ui cn 8: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. H O 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 z Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 15: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 1013:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 16: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with doc: Conditions D04 -099 Printed: 06 -15 -2004 , AA :.� City of Tukwila Igoe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less Z than 4 inches. = H `~ w 17: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be "Fire ", identified with a sign stating, Extinguisher with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard J v 10 -1) 0 0 to 18: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) U _ F- 19: Maintain flre extinguisher coverage throughout. CO U- W 0 20: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors —� shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of co an approved type. (UFC 1207.3) W z 21: Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted ~ by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where w O its precense would obstruct or render the exit hazardous. (UFC 1203) LU LU 22: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle 0 D C3 O co is engaged from inside the tenant space. (UFC 1207.3) 0 H W 23: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) u6 O 24: Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1003.2.8.4) tii co U 25: When two or more exits from a story are required, exit signs shall be installed at the required exits and where O F otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Z 26: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 27: Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Division 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) 28: Any room having an occupant load of more thanb 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. Such sign shall be maintained legible by the owner or the owner's authorized agent and shall indicate the number of occupants permitted for each room use. (UFC 2501.16.1) 29: When exit signs are required by the Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self - luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) 30: Exit doors serving exit closures and exit passageways shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector. All hold open devices shall be listed for the intended purpose and shall close or release the fire assembly to the closed position in the event of a power failure. (UBC 1005.3.3.5, 1005.3.4.4) doc: Conditions D04 -099 Printed: 06 -15 -2004 . k�' ``'�`"'�n .�-1.:`t��c.', Y Rw' 9yyn�'' � �•.a...«.vm:w+. +. tar^ wrv.. vnr. �.: �• r ...rrr.r...nfrvaBYShtatt'i"ga.. �l:e:'4R'��!a�{"4Y.Nt'?A �g Cit y of Tukwila f9D8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 31: Overcrowding an admittance of persons beyond the approved posted capacity are prohibited. (UFC 2501.16.3) 32: When two or more exits from a story are required and when two or more exits from a room or an area are required, exit z = ~ signs shall be illuminated. (UBC 1003.2.8.4) w 33: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the v event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 0 0 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 to o N w or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) UJI H 34: Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) U) L UJ 0 35: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system co provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in w accordance with the electrical code. (UBC 1003.2.8.5) Z H 36: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) w O w 37: Fire hydrants are required as detailed in City Ordinance #1692. v o ON 38: Local U.L. central station supervision is required. (City Ordinance #1901) w 39: Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) L 40: When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical z ui z transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #1692) (UFC _ ~ 903.4.3, 1106) z 41: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 42: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 43: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1901) 44: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #1901) 45: Maintain minimum 40 degrees F temerature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13 -4- 14.4.1.2) 46: Buildings over four stories shall have the stair tower, adjacent to the standpipe, beginning on the third floor and alternating every other floor, in hose cabinets, 150 feet of 13/4 inch double jacket hose with 1 1/2 inch NST hose couplings. The hose lengths shall be connected and bundled together. The abinet shall be labeled, "FIRE DEPARTMENT USE ONLY ". (City Ordinance #1901) doc: Conditions D04 -099 Printed: 06 -15 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 47: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 5.5.3.1) z 48: All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid w plastic identification signs. The signs shall be secured with corrosion - resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) v Q 49: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. co W The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg W Villanueva, Utilities Inspector, Public Works Department, at (206)433 -0179 to make an appointment. (NFPA 24- 8- 9.3.1, CO W 24 -8- 9.3.2) w 0 50: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have 9 Q operated or been damaged in any way can be promptly replaced. These sprinkler shall correspond to the types and co 0 temperature ratings of the sprinklers in the property. The sprinklers shall be kept in an cabinet located where the = w temperature to which they are subjected will at no time exceed 100 degrees F. A speical sprinkler wrench shasll also be Z provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13 -2- 2.7.1, 2- 2.7.2) O 51: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance z E_ 2 5 UJ #1900 and #1901) v o ON 52: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of 0 �_ the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila = W Ordinance #1900. E' H �L 53: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire tii z co Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC � _ 1001.3) z 54: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 55: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 56: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 57: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 58: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 59: For all commercial, multi - family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of any building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measurd along the path of vehicular travel. (City Ordinance #1692) 60: An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premisese upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the faiclity or building, doc: Conditions D04 -099 Printed: 06 -15 -2004 '� �.�3::, '!4t" ?� t ��` 1 '�5ri"f?�F t , R:+*Y,'r•:w X..xa.. ..........a..,. ...- ......- . :,.,...,�.ti..r,�.a»,r,rnnm,. �. Cit y of Tukwila f906 f Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) 61: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 62: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 63: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D04 -099 Printed: 06 -15 -2004 z H :}- W u� D JU 00 W CO W J CO U. W O U_ = CY: F W z� �_0 z�_ w 2 5. U 0 C O 1— W LU. S LL F- -O ..z W CO) 0 Z .11.1, City of Tukwila ' 1906 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. Signature: Print Name: Date: e �s v 4 Z Z '~ w u� D JU 00 CO W 0. W = J H CO LL w O J U. = CY �.. W s Z O O U� O N` a t-- WW U- —O . Z . W U� 0 H O Z. wtu. w CITY OF TUKWILA ft Community Development Department g Public Works Department Permit Center 180° 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and Plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print* .., t t, l� _ . x� ' f�.. .F "= 1�. rw: • :y: � t y . � .s. � i; +: v'(4 nn King Co Assessor's Tax No.: - 7 Site Address: ^ yJ l ���v� (a - OL." I Suite Number: Floor: Tenant Name: _ 1 ✓c�(Ja�.� ey� o I A11- 1<C4.j SF_ekaA1Y4 New Tenant: R .... Yes M..No Property Mailing CONTACT PERSON Name: qv in C Day Telephone: 2 y L( Z Mailing Address: L2 2 l 1 6wyo `JE*nrgL ' wos(,,, I elcs i -titc w .W_ r- City State Zip E -Mail Address: .n I Je� L nt Sg!,-e„ , 40�� Fax Number: Z 06 Z�;1 - Oq 2t� `GENE1tAU CONTRACTOR' INFORMATIUN.; Company Name: SA-C!r C unf3'r✓« Ti 0,64 Mailing Address: ! F;E L w City State Zip Contact Person: Oa v L - Day Telephone: 206 2 a - K oo E -Mail Address: tJ!!&N..cW L s6,r� - C-+ L.`^ Fax Number: Z06 / 2 81 - VS10 Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD.= AIM puns "must be wet stamped by Acch>ttecf.of Record rs ' ;r NNN222 ... - k,._. Company Name: L ANCF Mu e l [e t 6-1 5sperA 1,. r Mailing Address: 13 ( - -) Lc, r g je- ��At`2E �(4S 8 b Z -- e I City State Zip Contact Person: f�kal r t'kdot It 14, DayTelephone: n E -Mail Address: 1 0 �t a AAet l w-. t... � � {.mot . G o Fax Number: 2 3 2 v - U Shy `ENGINEER OF RECORD -.'Aq. plans must be wtEt stamped kiy Engiilieer of Record ..... Y t Company Name: ism t:7 iN a r+ No -4L 1K l Mailing Address: g VV t,L>of t ctw" Ate- Ne ze-C 554, fur W4 le ((S n City State Zip _1 Contact Person: 1�1� 0 0f ra 1 o r Day Telephone: 206/ 525 - 4 E -Mail Address: '1'.-m M (`t✓ eHw Fax Number: 2 l S22 - (,0 9 Upplicationalpennit application (7.2007) .�SMk�ei^ r!�tCPfilt'!KT?1 .?!44' Tra.'Y ff�lfoa k`4ahtihtuu'ftb ;:C,,•,c,�•::+.yvr.a,,. _ Pa�e t ^��,• .'� t:s { tot 's +,r,;:4�f'•i'+�^t;4•ckt� Z W JU U 0 C0 W W = H C0 LL WO La U� = �W Z H F- O c W ~ 6 5 U� O� 0I.- W 2 F- �' O W Z CO) O� Z catty State Lip .,rte ��.:, .:a:> +r,.1:;63; y . :n,'fjit: _tt.::s ,•a. :� : y �L ERMIT��INF,ORMA. � 0� • :;43:1.t36�:Q:-� �r .•E. ur i Wi •� ' 't •_ - •.1'� '... . �f ..ti, Vic:: t it `i. `s" �.. +�. a 4'• "1 rL Valuation of Project (contractor's bid price): J V Existing Building Valuation: $ Scope of Work (please provide detailed information): 1,'I. opt r 1 1 J ui . W love, �• s e S ac c D�•e�c�.����.�, a%^Ch _ Will there be new rack storage? []..Yes 19.. No If "yes ", see Handout No. for requirements. '::Provide. All Building Areas`in:Square Footage Below<z 4. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 156.9 Compact: 10 Handicap: I_ Will there be a change in use? ....Yes J..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: . Sprinklers .Automatic Fire Alarm E]..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? E] .. Yes M..No If yes ", attach list ojmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material a ety Data Sheets. Vpplication$Xperntit application (7.2003) 3/2003 Page 2 �i Z ��— Z ut JU UO N CO W J = C0 L WO LLQ to =) = ~ w Z t- Z� w U� ON oI.- WW X U LL O Z W U= O H Z "Addition' Type of Type of :. ., Interior, :. Extsting Construction Occupancy per': Extsting Remodel Structure 'Neer per UBC ; UBC ] :;Floot j S 3 A3 st 2; :Floor; `: ��:'::�: <: •. � ; :: m u �t 3 '; � 23 �+ :Floors � tttru "� 2e1 t u it Basement: A 1 f 'J At: tnictpr ;�...:._..:.: r 7'. PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 156.9 Compact: 10 Handicap: I_ Will there be a change in use? ....Yes J..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: . Sprinklers .Automatic Fire Alarm E]..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? E] .. Yes M..No If yes ", attach list ojmaterials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material a ety Data Sheets. Vpplication$Xperntit application (7.2003) 3/2003 Page 2 �i Z ��— Z ut JU UO N CO W J = C0 L WO LLQ to =) = ~ w Z t- Z� w U� ON oI.- WW X U LL O Z W U= O H Z I i i i l . „ i. 1 .... :i t l f 1 Call before you Dig: 1- 800 -424 -5555 Please refeir:fo Public;.Works Bulletin #l;for.lees and estiimate;sheet Water District ❑...Tukwila F] ... Water District # 125 ❑ .. Highline []...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila, _ ValVue Renton Seattle ❑ ...Sewer Use Certificate ❑.:. Sewer Availability Provided "❑ .. Approved Septic Plans Provided ❑ ...Septic System -For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department.. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ... Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ..:Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... 01 WO# ❑ ... Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ... Sewer Main Extension ............ Public Private ❑ ... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City state zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City state zip Vpplicationslpermit application (3.2003) inmi Page 3 Z H ~ W UO Co 0 Ito W J CO LL WO L Q S2 = �W Z F- O Z F— W U� O� o I.-. W FF_ W Z CO O F ' Z Scope of Work (please provide detailed information): CAI; PERMIT,I IFORN�ATION: . t 3t-3�70 t Y 1 mil F•} L`! r r .� .r tJ t • r { t , MECHANICAL CONTRACTOR INFORMATION Company Name: Mc. Kiev 6-t j Mailing Address: PO 13wif 2y S a(A .6 qA l City State Zip Contact Person: Jevi•►�, f u,�✓•� _ Day Telephone: 1 71 G Z 1 33 E -Mail Address: 1 a Vo6., M M& Kok 5-k -if , G �w Fax Number: 2 — 26 29 Contractor Registration Number: /SAG Vm4 % *4 31 Z140 Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): Scope of Work (please detailed information): Use: Residential: New .... ❑ Commercial: New .... Fuel Type Electric..... Gas .... ❑ Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: BUILDING QWNER OR AUTHORIZED IORIZ�EAGE D� Signature: A � I O� -- -^ Date: .? - - Unit Type: .:.. Qty Unit Type: Qty :: Unit Type: Qty Boiler /Compressor: ty. Furnace <I OOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind �PEItMIT APPLTCATION:NU.TES Applicable to all pelrmits J this appU alt ni Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date Application Accepted: Date Application Expires: Staff Initials: 3��•� / -c"� _0y �S Print Name: �� L. K L • pIrXELd Day Telephone: ZOO - Z7 -f- S a Mailing Address: \Z.z.O� _�TUV_W[LA _X*J Pt-UD 'S, _ • c bt City State Zip Vpplicstions\permit application (3.2003) Page 4 Z F— W t � JU UO to o CO W J = CO U_ WO LL to :) = �W Z I-- Z� W U� O CO O H W H u. O W Z U= O Z i City of Tukwila f9CB 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7340600602 Permit Number D04 -099 Address: 12500 TUKWILA INTERNATIONAL SL TUKW Status: ISSUED Suite No: Applied Date: 03/22/2004 Applicant: DEPARTMENT OF HOMELAND SECURITY Issue Date: 06/15/2004 f w Receipt No.: R04 -01337 Payment Amount: 47.00 Initials: SKS Payment Date: 09/30/2004 03:26 PM User ID: 1165 Balance: $0.00 F Payee: DEAN SABEY i . TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Cash 47.00 i ACCOUNT ITEM LIST: Description Account Code Current Pmts f PLAN CHECK - NONRES 000/345.830 47.00 t i Total: 47.00 i i doc: Receipt Printed: 09 -30 -2004 z �W UO Cj) LU J H co U- W O, LL- �d LU z �. �O ZZ H L 5 O C0 � F- W H U. u. ~O W Z U =, OH Z City of Tukwila Igoe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 7340600602 Permit Number D04 -099 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 03/22/2004 Applicant: DEPARTMENT OF HOMELAND SECURITY Issue Date: Receipt No.: Initials: User ID: i i Payee: R04 -00342 SKS 1165 SABEY CONSTRUCTION INC. Payment Amount: Payment Date: Balance: 24,747.49 03/22/2004 03:24 PM $0.00 TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 34959 24,747.49 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 14,995.75 PLAN CHECK - NONRES 000/345.830 9,747.24 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 24,747.49 ,15"? 0 /21 9 71.6 TO TAI.. 2 doc: Receipt Printed: 03 -22 -2004 III pill i 01 i l� z �w 0 U) 0 W = H S2 LL WO L? t �W z H F- O z F- W W U� ON O F- W W i— F- -O •z W U= O i— z face City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3365900305 Permit Number D04-100 Address: 14206 56 AV S TUKW Status: PENDING Suite No: Applied Date: 03/22/2004 Applicant: ANGLER INVESTMENTS INC - RESIDENCE Issue Date: Receipt No.: R04 -00343 Payment Amount: 43.28 Initials: SKS Payment Date: 03/22/2004 04:44 PM User ID: 1165 Balance: $0.00 Payee: ROD SARKEES i TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Cash 43.28 ACCOUNT ITEM LIST: i Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- ` BUILDING - RES 000/322.100 23.50 y PLAN CHECK - RES 000/345.830 15.28 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 43.28 z JU UO CO w= J C0 U WO cf) a. z HO z 1- 5 U� O - D I- W UJ 2 . u. O ui z U= z L� INSPECTION RECORD Retain a copy with permity INSPECTION NO. PE T NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ect: Type of Inspection: Ad ress:� Date Called: k Special Instructions: Date Wanted: C ,D 6ed (/L� Requester: j , l Phone No: _ �7 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto , f Date:'" E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z Z �W QQ� JU 00 N J � S2 U. w U- ?. cl)d = W F- _ Z I.- l'- O W LLJ w U� 0 H w H0 O z U =. O z INSPECTION RECORD 11 Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ZA.5 Type of Inspection: Address: Date Called: i 1� -1 0. Special Instructions: Date Wanted: ,m Requester: Phone No: - 3tn`l'1 ❑ Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: cows ay-I a r eJ Inspector: & 1 Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z Z �W aa� JU UO W W co LL W O UQ = �W �O W H UJ U� O N, 0 1— W lL. O W Z U= O Z 10 i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � ,iltC Pr ' ct: Type of Inspection: P7 WJ Address: _ , Date Called: (Jb Sp cial Instructions: n(!1 0' Date Wanted: I ' 'k D4 p. . Requester: ! Pho e No- Approved per applicable codes. Corrections required prior to approval. COMMENTS: � n a. c t G vN ti t Inspector• Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z •,= Z WU UQ Co W H U. wo LL Q = �W Z 2 f- ZO W W U O co OH WW U ! ~ O W Z U= Z :T . ` Approved, per appl !cable ,codes. � 'Corrections required prior to approval. i i k k Z W Ce.� �U UO NC3 CO III J = I" W LL WO r r J . LL? CO = 0 . W ?H H O Z H 5. U� O CO OH W UJ H� LL LLI U= O Z INSPECTION RECORD Retain a copy with permit ( f INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: — b�' S Type of Inspection: Address: -So o T Date Called: Special Instructions: Date Wanted: a. — M. p.m. Requester: Phone No: Approved per applicable codes. gCorrections required prior to approval. COMMENTS: L 10 G✓ `� � r 1 A a se C( r o za ti ' I vNel a l d 1 r ((11 V 1 C �� e -�-e �•'I kv It aw t {nspector Date: L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: :1 f t i Y z W �U UO O W =. C0 LL WO L L C0 H W z Wo 5 U� O N OH W W H C.). W Z L11 U= O F- z INSPECTION RECORD Q Retain a copy with permit INSPECTION No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: pll� �G � O lnn Approved per applicable codes. Corrections required prior to approval. Project: Type of Inspection: ► v'rn Address: I; d � ., Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector: Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z =Z �W QQ � JU UO W= J N LL WO L_ � �W Z H Wo 5. U� 0 — WW H� W Z Uco O f " Z INSPECTION RECORD Retain a copy with permit /C�o INSPECTION NO. P N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( )431 -3670 y Approved per applicable codes. I__1 Corrections required prior to approval. I Project: Z) 9S Type of Insp tion: ' — Address: I Special'Instructiomr Date Called: Date Wante p.m. Requester: Phone No: Receipt No.: Date. Z �Z '~ W JU UO cf) U) U- W0 1 �Q co) = CY �W Z I— H O W LU �p U .O N. WW HF- O ill Z N O Z U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i F S H - INSPECTION RECORD `� q Retain a copy with permit � q INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3670 Approved per applicable codes Project: 11A C J Type of Inspection: Address: Uso 0 Date Called: 9- Z - o Special Instructions: Date Wanted: q a.m. —� I —ULi p.m. Requester: Mai Phone No: Corrections required prior to approval. COMMENTS: Q 1 C4 1 Lev e '" 1 'PVt V P -it r0 1 T7 GCC e.,&sJQ ©V� S(AJ %4,k,s r\ S 6 P '-PVC.. 2 ` ' 1 o coo 1 � y v_ 1- T 1 .0 "A ar cfss T VJ� 11.) c VLL 3. 1V\5Au S M ove .Q- 4_e(_4V r �� V\ ( v+r I AO r 2. ' \J S-� S a tj - \t \ c) -F e �? OCA40i S n �qS'� PS '70�tOr� F1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z —Z IX W . �U UO N co W J � co LL WO 9a _� �W Z = H W �. �j U� N 0 H lu UJ` H �. LL Z L11 co O F- Z r: SS 33 -- INSPECTION RECORD lbo 'L1.0 qq Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Project: Type of Inspection: P i v\4 Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: COMMENTS: r; C4 V 1 C AOO V V W61 r +r6 P r f -e-e S t ria -� r00 3 • v1uA Q re "A r vv" CI { - 1� �Jf Pit r aA v 6 WotA r S , r r -e osleA nn Y c l ioo m\ reot � P W�vIeA �r w^ X 100 r J, �e • ''t'� e u b r � � rU W q �a 4 cc ^-� 10AA - Stc 4 VI3 1 r1 1 3 1 T 1 6 5 8 3 T) Inspector Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �W JU UO D co H IL w J co d . l.—W Z H Zo W �5 �p U O N 0 1- W �U 6~ O .. Z U =. O Z 3 INSPECTION RECORD � VIN. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: ev %W Wal 1 v Addr� : � � Date Called: q 9 a Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Inspector. - Date: 9 "� , O L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S i ZZ '- W U UO = W D) LL w O U . c �. = �W Z F- F- O Z F- �5 U� ON o F- WW F=^ H �O w Z U N, O Z <55 INSPECTION RECORD 3 I l .: .- Retafn a copy with permit S'4 INSPECTION N0. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved applicable codes. Corrections required prior to approval r Pr ' ct Typ�f Inspection: , A d ess. O ,� Date Called: ��ItDqlw Special Instructions: Date Wanted: a.m. :m. Requester: Ph COMMENTS: yy JS ev\ 6'P t n P < < 4 r- r } Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be `—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 1� 5 pt No.: Date: z �Z '~ W UO Co 0. W= J L WO LLQ to _CY �W H O W �5 U� O N OH W H 5. W Z ll! co p _ O z INSPECTION RECORD Z , 0 Retain a copy with permit l 9q INSPECTION NO. PER T 0. CITY OF TUKWILA BUILDING DIVISION • ° t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2b6)431 -3670 Project: S �} Type of Inspection: E+M-e f k' ✓N C L t Address: 1 253 Date Called: '- ' 9- t S - ()14 Special Instructions: '=C)0 ?H VIA-*' �- )--4 �, ; T 9— Date Wanted: C� a.m. I a.0- UZ1 p.m. Requester: Phone No: QV-1(k Approved per applicable codes. 12 Corrections required prior to approval. COMMENTS: tr v� TO 1r, ' A� C) -� hov-4' c v v �� n` >) f 2. AAA S'ic . ova -k -e -h o �C( COTV QV-1(k . 6 -P `-fUCA u -2 v\ �. A v o r , pk S r A 1 vY s A ( c� 1 �- �. P s 't` -P p . ` 1 b s u t ( tit t C1 �PV2t 1A ck�n, A`-- k v-- `\ V\ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z � W UQ CO U) UJI W = co U. W O LQ co I.-W ?H �o W i- W U O N � l— W W. H LL O IJJ Z U = O , ~ Z 30 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A SS Project: �l �J� S Type of Inspection: _v RV C. Address: U 7 Date Called: Special Instructions: Date Wanted: C a.m. I'� p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: - 7. ) Lo W e r S� � �••. vY,, r n y %j k � c� ovr A A O $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z z JU UO W� TLL w u_ = W z_ f. E O z I-- w W U� O N 0 1-- WW U O liJ z U =. O z I f r i l a INSPECTION RECORD 7 Retain a copy with permit - �q� INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 t WA pproved per applicable codes. Corrections required prior to approval. i Project: PVT Type Type of Inspection / Sc1 -QN e 'P. ) (l ' Addr s: +� Date Calle : — Special Instructions: Date Wanted: a.m .m. Requester: Phone No: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must,be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r Z �Z '~ W f � JU UO W LU �L WO 9-J U. Q CO) _ CY F. W Z H H O Z H LLJ W �p U O - .0 F-. W W. HF- u. O R11 Z U CO) O Z INSPECTION RECORD cc Retain a copy with permit INSPECTION NO. PERMI jN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I s ection Address. Date Called: Special Instructions: Date Wanted: ( ,a.m ; p.m. Requester: i %X 7 �" L H Phone No: e e lr� r < c2 �t1 o v 'r . , 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r wai r00V%^ L H e e lr� r < c2 �t1 o v 'r . , I i 7 1. I A %F 1 D ate: • Receipt No.: Date: F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z z . W JU UO CO) J = �LL W O J co �W z t` Wo � o UJ U O- 0 W U — 0 W Z H =. O� Z INSPECTION RECORD r. C Retain a copy with permit INSPECTION NO. PERMI O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspe tion: t n r U 1 roy a . Address: 25'01, Date Called: Special Instructions: Date Wanted: 57- a. m. ��� CCp.m. i onssary Requester: Phone No: r o OCc v cv\c o Gru`t o t _ _ 2D� 2 �, -J ;71 X Apprcived per applicable codes. Corrections required prior to approval. COMMENTS: I. �l W e t n r U 1 roy a . � (( �T -P-1`' CA Y ,I r l V - o v►n i onssary W ct r rj rl ko ( 14 r o OCc v cv\c o Gru`t o t CiA P�-e P00 - u ltr el W e an V P -e n 1S• P 4 t" v' I i )A) (4 'r uo vv\ C I '- 1 '_ �J� -e ? v nn , S - `` C ,h -C. i - 1 Y0W A O V 'P Inspector Date: 9- 9 -6 1 -1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: z �Z ~ W JU UO w� 52 LL WO 9 -1 LLj co = W I- O z I— W W U� O c � I- W H fF- u F- liJ U= O Z 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370 I Project: Type of Inspection: ddre " :� ' ZD- Date Cal ed: Special Instructions: AU Date Wanted: a. m. '::', l V- C� Requester: Ph o a No: S- Approved per applicable codes. Corrections required prior to approval9� COMMENTS: I-'10-f I V'C' c, - '::', l V- C� r� / r Inspect Date: q_OL- I I $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !ceipt No.: Date: M1 f, I R z �— z �W QQ 2 JU 0 CO 0 U) �LL W O U. C l) = O �W z H H O z I-- W U� O� W H �. IL O W z U= O� z 0Q 2 t INSPECTION RECORD �P Retain a copy with permit INSPECTION NO. PERMI I, O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: t T Fl Approved per applicable codes. Corrections required prior to approval. I f W COMMENTS: . e of Inspection: ` Address: Date. Called: Spe cial Instructions: A I I Date Wanted: Requester: Phone No: Fl Approved per applicable codes. Corrections required prior to approval. I f W COMMENTS: Sf -+ 1 r r ,\ P cA ;+ >r' - " uJ�r S CP C L v t I'- v. C 3. TZ 12 a Y'Y'C)AA J 0 vi', � c Pv., Inspectorr i "k'L b Date: 9- G _ U Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. it z 2� '~ W W JU UO W� S2 LL W 2� Ua co d I .-W z �O W ~ W U� O o � WW U_ — Z !il co O z INSPECTION RECORD - q Retain a copy with permit ���{� �� INSPECTION NO. PE PAT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: ' k Y- Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: El Approved per-applicable codes. Corrections required prior to approval. Inspector iKl0 U A. 0.. (,l t' I uaze: 91 -fq --r)24 Receipt No.: �. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z H `~ W JU UQ CO W= C0 LL WO 9-1 LL N �. _ C% W Z H-. H O Z F-. W UCl ON o ff W W U LL —0 •• Z W U= O Z 1 i Ilk ► ,. L J _ M �.�$t' r . r • ' !y Inspector iKl0 U A. 0.. (,l t' I uaze: 91 -fq --r)24 Receipt No.: �. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z H `~ W JU UQ CO W= C0 LL WO 9-1 LL N �. _ C% W Z H-. H O Z F-. W UCl ON o ff W W U LL —0 •• Z W U= O Z INSPECTION RECORD �a 2-J_ INSPECTION NO. Retain a copy with permit b : ;U CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Zorrections required prior to approval. Project Type of Ins p ctior<: 14 1 Y\-t Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: COMMENTS: I ` !► J- P� DILL ci C4 M i AIJ4 vv\ f' ` v-; �v,y- C .D �. U 1 4.g r �\ )r F 91 Receipt No.: Date: 7 I.__I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z � W JU UO W UJI �LL W O 9 - LL Q N� _ f.. W Z H fr- O 2 H W W U O N 0 F-' W W H~ W Z 111 U =, O Z 2 INSPECTION RECORD, Retain a copy with permit 11 INSPECTION NO. P ITN CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project. Type f Ins ection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. VI COMMENTS: u� s 04 kA �--� L` 1C S A MY e ! , r-t-"'at - 6-� — ZeTure L� CO V V'1 ,(J b ov 1 j Receipt No.: (Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sche rein kk z �Z ILI JU UO W= co LL WO J LL ?. � = W zx I-- z I— �5 U� ON OH WW U_ _ Z LLI CO O z U INSPECTION RECORD Z Retain a copy with permit INSPECTION NO. PER T NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V (24) 1 -3670 Project: - Oi s Type of Inspection- Q -S JS -?^heU (Pi �► h Address: - Date Called:' (� � I - S'l./�1 Special Instructions: Date Wanted: a.m. Requester: Phone No: 15 Approved per applicable codes. 11 Corrections required prior to approval. COMMENTS: 2 ��5+ e e U't^J -► c� L Inspector: Date: 9- S -C)`` M $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Z F } a , W JU UO Co 0 W �U � O u_ N = W Z �_. H O W F- 5 U� O U) 1311-- W w H0 �O .. Z W U= O Z r� INSPECTION RECORD INS N0. Retain a copy with permit S b O PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Pc. ' ct• m /91 Type of 1 spection: A ress: 'D Date Cal red: I Spe ial nstructions: Date Wanted: a, I ( ( P.M. Requester: Phor�e Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I .F .. 1 i Z s� Z W QQ� JU UO 0 w= C0 L WO LQ co _ CY ? !— ! O Z H 5 UC:j O N oF- W i- u6 O W Z CO) O Z ......... .. , . 1 , � � , ' INSPECTION RECORD D p 'D q9 Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ram 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4311-670 pproved per applicable codes. Corrections required prior to approval. Project: r T e of Inspection: D ept. oI Ht�me1ano� S2curi Add ss: 25�� Date Called: T1 9- 1 -o4 Special Instructions: Date Wanted: a.m 9 -2 p.m. Requester: Mctf+ Phone No: -proved � COMMENTS: �'l S t�-� e 1 fin C1 Y inspector Q Receipt No.: Date: F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z ~ W 0 W= S2 U WO }} �J LL N = W �O z F- W W 5, U� N O— o �-, W W ll Z L co O z � � �� COMMENTS: �'l S t�-� e 1 fin C1 Y inspector Q Receipt No.: Date: F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z ~ W 0 W= S2 U WO }} �J LL N = W �O z F- W W 5, U� N O— o �-, W W ll Z L co O z INSPECTION RECORD Z, � Retain a copy with permit y INSPECTION NO. PE I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prejgct: Type of I spection: oy � " Addre s• �� Date C led: UA Special Instructions: G Date Wanted: a.m. —�! p.m. p V r � C/ P Reques er` f /14? Y, Pho a No: .Approved per applicable codes. Corrections required prior to approval. COMMENTS: v ` l n UJP i )a I. �4-G � 1 v � �IIr�� t JV Ltd C 0 rV\ C, Jrf c' UA v\ U I AA 1 CL� r, 4 p V r � C/ P Inspecto . Date: ` r� i t ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z ;= Z �W Q � JU UO N (0 LLJ W = to LL.' WO LL _ CY !-- _. Z� F— O. W ~ W �5 U� O N W W. W Z UN Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 �r Project: Type of Inspection: 2 .) Addre Date Called: 7 / 0 W u Special Instructions: Date Wanted: f . ^ , C1 a.m. (k Requester: r % ' ; %e l Phone No: ct v Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2 .) v ,p Lzc4 4,1 v1 W u (k L ct v C V1 CA h� , -J i Inspector: 2 Date: i i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 i Rece pt No.: Date. 1111 111 111p I I I I'l I1 Z '~ W JU U0 . rn o co W W_ H C0 L WO 2 U - = CY �W Z F- H O Z H W � �. - Z 111 Cl) O Z 2 INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection Ut � � f l Address: - 7-71 5 Date Called: C Special Instructions: Date Wanted: a.m. V p.m Requester: 7� Q r PGA v� Phone No: _ c - " 71 J Approved per applicable codes. Corrections required prior to approval. COMMENTS: i. Ut � � f l 0, eC4 $. W . rh - p r or 2. ) c c-P-Z `1c' Q r PGA v� Lo Inspector: Date: vLi { (Receipt No.: (Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z ~ W J UO N C0 LU J � S2 o W J LL cf)d = W z� z O 5. U� C0 O— o E- W W 111 z U= O z INSPECTION RECORD . Retain a copy with permit -00 _q INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION S 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 Pr�O'eGt: Type of Inspection: Ad res : O r . +! r Date Called: t 4 0 Sp al Instructions: ci Date Wanted: a.m. D P• Requester: wu hone No: l `"- Z cived Appr per applicable codes. Corrections required prior to approval. COMMENTS: 6 r'clers ' N ✓th d 11 j _ L r 5 Inspector: <. Date: r� t F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: /0 Z = Z UO N o to W J H S2 LL WO � a. co = d. I.-W Z H Z O G 5, U� ON 0 F_ WW H~ �Z llJ U= O~ Z INSPECTION RECORD 1 INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �Mr ��e AN F f PccsJeE • � TyMpo f Inspection: 6ZA 1 Address: '.2- .� ( , Date Called: R 6 �' U 5ptcial Instructions: Date Wanted: I /a:m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: <<'e. S a irr 0 tA CA U 1 +� P^4` P $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z I W. �U UO N co W J = N LL w O 9 -1 LL cod = W H z H w o w U� O - o�-- WW HL) LL Z 111 U= O z -7] INSPECTION RECORD Retain a copy with permit . C l� INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prod Type. Inspection: 1 Add ss• � Date Called: 506cial Instructions: Date Wanted: d L� D p.m. Requester: Phone No: 0 Inspector:- Date: 8` $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: « Z Z �W QQ� JU UO W� N W WO LL Q S2 d = W t— _ Z �.. Z O W W U � O - o t-- W W F- L .. Z Ii U= O Z 16 l INSPECTION RECORD Retain a copy with permit Z)O )� - C)q INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: S Type of Inspection: 7 V - CA i h Address: - VT \ Date Called: - -pt, Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: "Corrections required prior to approval. Approved per applicable codes. COMMENTS: fO\J t ✓` C o C J� t\ CX C_- P A ti\ al V I'C'VA Cl V1 � r y.. �1. A G. I F] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z X �W QQ � JU 0 ND W = J N LL W 9� u_ ?. (D =W tr- _ ZO LLJ 5 U� O N CI H WW 2 l— LL 0 UN O Z l INSPECTION RECORD G � {' t Retain a copy with permit o O I t� e' INSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: .{- r TyM of I pection: + Ad ress: ,� to Called: Special Instructions: Date Wanted: Z p. Requester: r �! Phone N9,: Approved per applicable codes Corrections required prior to approval. COMMENTS: � _ I u 't V C3t�t G'U -P. v~ , i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z z W JU UO O J S2 LL W� U-a (D =: = �W Z� F O W 5' UCl W W LL: 111 U N O Z OR INSPECTION RECORD Retain a copy with permit 469=ay INSPECTION NO. PE T N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr j Type spection: , Address: 0 •. Date Called: I Spec al nstr ctions: Date Wanted: .m. Requester: P one No: , r Approved per applicable codes. Corrections required prior to approval. COMMENTS: 50LA -'1\ 2. Le Qs- Z rcU 1 06 L Inspector. — Vc� 1 0� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I Z = Z _3 L) (U Q W� TLL wo J LL ?. N = W H Z� ZO W W U� O -. oI.- W W E- F- LL 11J Z co) 0 F z i INSPECTION RECORD a 1 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 P r D �L Type of Inspection: ►� Y r A i Dw Date Calle C � ( COY < < r S a o A Special Instructions: -L Date Wante : 6 p.m. Requester: Phoo u) Corrections required prior to approval. Approved per applicable codes COMMENTS: � L Q'i -p- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z --- Z �W U O CJ)O C0 W J = U) LL W La Cl) = �W Z H ZO W U� O N 0 I-- WW S H U 111 Z U= O F ' Z j ►� Y r A i Dw Lv Gt ( COY < < r S a o A -L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z --- Z �W U O CJ)O C0 W J = U) LL W La Cl) = �W Z H ZO W U� O N 0 I-- WW S H U 111 Z U= O F ' Z V lZ INSPECTION RECORD P ;: � Retain a copy with perms INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVI I h� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3 70 Pro Ty of Inspection: Address, r6 Instructions: Date Ca led: �, f Special Date Wanted: Date Wanted: m. p.m. Requester: Phone No:(� U, - A l " M Approved per applicable codes. Corrections required prior to approval COMMENTS: Vt ZK k' Inspector. Date: 6- 1 9,0 1" 1 Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i r' r � Z C W �0 UO M cn w J H S2 LL wo 2 � � ?. � = W Z O �5 O N. o F- WW H W Z CO) Z INSPECTION RECORD Retain a copy with permit / � t INSPECTION NO. PER IT CITY OF TUKWILA BUILDING DIVISION 3.5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Pro• t: Type of Inspe •jrh 1 Add DO. I Date Calle Special Instructions: i Date Wante t✓ (� a,' p.m. Requester: )A Ph a No: COMMENTS: • 1--r- Q-4. �' v e 2. L� •.►g n rp r ` r t Q wCA t 3 I Yu Inspector: •- Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z +-- z W JU UO moo. J � U. WO LL Q = W z WO W U 0. O N o1-- W W Z 111 U Cl) 0 10 INSPECTION RECORD �! Retain a copy with permit INSPECTION NO. PERM 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M COMMENTS: L I GL Inspecto . Date: Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. to t:rs:.. ,'r; �•.;,•�.u��=s�- - -' - =- ... d r A Pro Typ�,off Inspection: 1 A ress: � Date Called: , 7 / ZA b c4 C-/ Special I structions: Y Date Wanted. ' a. .m. Repuester: Phone No: Approved per applicable codes. Corrections required prior to approval Z �W J0 L) O 0) 0 W J l.— TU w 9 E LL U) d = W I.- _ ? H ZO W Uj gy U� O o� WW I— 1- u. O LLl Z N O Z INSPECTION RECORD INSPECTION N0. Retain a copy with permit pER o CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Lj Corrections required prior to approval. COMMENTS• F'i rr' S tt d v\ .j 4 f {nspector: Date: a o �A7.00.11EINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at X300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' Z i= Z �W UO rn 0 N LL W LL a =w Zo W w U� 0 �H =U F- � U .. Z' U= O Z r INSPECTION RECORD Retain a copy with permit INSPECTION NO. P r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Type of Insp ection: % Approved per applicable codes. Corrections required prior to approval. i I s COMMENTS: Address: Date Called: 0 Special Instructions: Date Wanted: I Requester: YN Phong No: Approved per applicable codes. Corrections required prior to approval. i I s COMMENTS: 1 � � II c -e r , .P . H 1 1 4 k I r{ y � , Inspector: r� r � � Date: � l � V � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z W JU UO CO CO W J = S2 U- W 0 9 - LL Cl) = F— _ �o W ~ W. 5. U� O N OH W H W Z L11 U U O Z r �j INSPECTION RECORD • � G� / 1 ' Retain a copy with permit INSPECTION NO. PER IT 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 / P C` Typ f Inspection: ' r A �-- Date Called. Cg Special Instructions --/ (� Date Wanted: (� a.m p m Requester: .9 ft 40: -7 Approved per applicable codes. O Corrections required prior to approval. i t S COMMENTS: I le T V - G, C` rt T l v h 0 1-1 Z vT . 0 - e- SWV\ C/�� i U W L ^ vi yj _ 2 v \sl r 0o VVN S lam' c w od�' Q v- l S'�&. t C (( L-P oe I 3 GL 3. Qo , vj A S . �t' v� t' fA�' I ✓� S s(,( 1'. Inspector. Date: o J l $47.00 REINSPECTION FEE'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: z `~ W JU UO W� S2 w wo o �5 LL N = W H z� F- O z H W W U� O - o� WW W Z LU U =. O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj Type o l *pection: .. Addr ss: ,_. _ / Date C Iled: ,-- �7 Spe ial instructions: Date Wanted: P .M. Requester: Ph7No: Y � R Approved per applicable codes. FI Corrections required prior to approval. COMMENTS: �..'� i- G J c ( c, d CA If ri VI r W 1� S av a w U v Y� G1 Dy ry-A\ h $47.00 REINSPECTION FEE REQUIRED. Prior to insI) ction, fee must be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection, Z J- Z W �QQ � JU 00 (1)0 C0 LLI J 9 ILL WO �Q N :3 S �- W Z = H F- O Z I— W W U O �. 0 H W W H W Z 111 0 O I.. Z INSPECTION RECORD 65 Retain a copy with permit � INSPECTION NO. PERM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Prv' t:. Type of Ins ection: Ad s.' ` Date Called: Spe ial I structions: Date Wante M. .m. Requester: Phone No: r ,Approved per applicable codes. Corrections required prior to approval. COMMENTS: PSci '£' 4 7 Iu� q r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z ~ W �QQ � JU UO w= S2 LL WO LL CY = W I— O Z F-. j UCl O U OH WW ll. O Z U X. O F- Z L INSPECTION RECORD J R . erain- y -with permit INSP ION N0. CITY OF TUKWILA BUILDING DIVISION 9 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i S (2Q6)431 -367 0 Project: Type of Ins ec ion: Addres : Date Called: Special Inst c os: Date Wanted: a.m.' ..� Requester: �5n rneo: IK Approve!d per applicable codes. Correctio r �-1 / ns required prior „t6. approval. _., X11 J � II i i F'� $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee rn st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Receipt No.: Date: 4 1 Z I z '— W IY � JU UO W = �LL WO 9-1 LL = �W ' Z H- H O W ~ W �p U Cl) 0 H WW H5 O W Z U= O Z IK Approve!d per applicable codes. Correctio r �-1 / ns required prior „t6. approval. _., X11 J � II i i F'� $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee rn st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Receipt No.: Date: 4 1 Z I z '— W IY � JU UO W = �LL WO 9-1 LL = �W ' Z H- H O W ~ W �p U Cl) 0 H WW H5 O W Z U= O Z i i F'� $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee rn st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j Receipt No.: Date: 4 1 Z I z '— W IY � JU UO W = �LL WO 9-1 LL = �W ' Z H- H O W ~ W �p U Cl) 0 H WW H5 O W Z U= O Z INSPECTION RECORD `� 4 Retain a copy with permit INSPECTION NO. #20 6)431 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 i Project* Type of Inspection:. , V red vn I Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. t { COMMENTS: o� i Inspector. Date: �— O 0 Lf $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 Z QQ S Z �W 0 Co o co Lij J 3: co LL W O L L to _Cf �W Z H H O Z F- �5 U� O N 0 I— WW LL Z 111 U co O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: Addre s: Date Called: Special Instructions: Date Wanted: a. m: Requester: Phone No: Receipt No.: 7 ate: Z UO to o co W W = CO U. W o LLQ �CY W Z H I— O W F- 2 5 U0 O �. �H W UJ H6 u' O Z W U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. „h,•,. _ e« c•• �,.; rf. �., 1. w,. �. .. ^er a'Yr,T�e.�7 A�7n°�'°:r y�p�.��,�!'" '+'�'!, .,.s^ s._..^. � *^�^�??•�r^..,...... V :•!. � ^ L;:. �.` .._- .�.....F..,,.f.,•.•-- �-r-+• .. tw -ew. .. Nl•.. lE� r' .. :e I r, - 11 r E42 ;, City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM j Permit No. Needs shift inspection :i- © ,YaT�r l 1 n / �,� V C / C'”' lr�i1 !1/ ©1f• 054 Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre Fire: Permits:. Authorized.S.gnat FINALAPP.FRM T Gf' a/ 1 - t ( / /V�"G.AP% A n ' S� L tiJ2 �`� Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 a Phone: 206 -575 -4404 • Fax: 206 -575 -4439 h z '~ w � JU UO (0O C0 W W = H- LO U- WO 9-j LL Q Cj) m = �W Z F- F O Z F- W U� ON OH WW H� O LLI Z U= O Z MAYES TESTING ENGINEERS, INC. f� MTE No.: E3187 CJ 0 70(1,1 D HS Address: 1 500 Tukwila A International onnal Blvd, Tukwila, WA ° � �O iENt Permit #: D03 -128 / D03 -129 / D04 -099 / D04 -026 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 265 Date: 9/23/04 Weather: Overcast/mist/50s Inspection: R/S, R/C Sample(s): (4) 4x8" Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745,1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03 -128 On site for re -steel verification and concrete placement/testing inspection. Areas of concrete placement include the following: East side of building, first concrete driveway into parking garage from north end of building (exterior) Trash dumpster area slab on grade with connecting cast in place stairs at southeast corner of building (exterior) Re -steel was verified for size, grade, placement, lap and clearance. Concrete mix used today, 5950 -A, is not an air entrained mix. Per the general notes, all concrete exposed to freezing and thawing shall be air entrained. Notified Rick, superintendent with Sabey, and Jonny, labor foreman with Sabey, during placement of first concrete truck. Cast (4) 48" cylinders for compressive strength testing. Field air content 1.9 %, and 5% +/ -1.5% is required. Contractor continued with mix #5950 -A throughout the pour. NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: .No air entrainment in concrete in slab placement. Forty -seven cubic yards placed. Superintendent and labor foreman were notified. INSPECTOR: Kevin Graham REVIEWED BY: Timothy . eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. �'t:.. �, ... � :.:. � � 1» . >•t � .;.� � .,b<�.t. � t.+; �.u'a, .:ai+Lc 4 tid r"s:Sa'Ty.V� +24 4s_i.,4,rliur • .�...�...,�.:, i,.a,�ad �.ra.ai�.t.:bu «»++..., . .. .•.uu� • • '�;1.s »,`c..m� w:��a.F.:.,::.t...tw.�m+. Z 2 �— �~ W _U UO to o CO Lu J � to L tw 0 J L? � = tw z� rr- O Z~ 25 U O CO o�_ w �- LL O w Z CO 0 �- Z MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 / D04.026 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 264 Date: 9/22/04 Weather: Cloudy Inspection: R/S, R/C Sample(s): (8) 4x8" R jeciel v ac i• 0 6 2001 oEyoE O NI Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAILED SEP 2 8 2004 Permit No. D03 -128 On site for concrete inspection. Contractor placed three 10 -cubic yard trucks of dark black colored concrete (Stoneway mix #5053 -A) for site work slab on grade /topping slab south of 11- line and east of F -line. Tested air twice on first truck at end of pump hose — 2.0% and 2.5 %, and second truck -- 4.9% at truck chute and 2.2% at end of hose. Notified Sabey (Doug or Matt) each time. Rich from Sabey said to pour out without regard to air content. Cast (4) 6x12" test cylinders from last truck at 3.5% air (from end of hose, middle third of load). Contractor also poured six drilled pier foundations for canopy in front of building, west end. Stoneway mix #4356 was used and placed from truck chute into piers and consolidated with vibrator. Rebar and bolts were confirmed to be in place according to detail. Sampled concrete and cast (4) 6x12" test cylinders at slump of 5 -1/2 ". To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Tom Cain REVIEWED BY: Timothy eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. z 2 F.. iH W �U UO W= U. w o LL Cl) = �w Z t- zo W w in o C0 oll.- w U �O w z U Co. O z MAYES TESTING ENGINEERS, INC t i CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Site Address: 12500 International Blvd Tukwila,WA Client: Sabey Corporation Engineer: Engineers Northwest Contractor: Sabey Construction Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Project No: E3187 Issued on: 10 -4 -04 Permit # (s): lc A -o 91 4493 i2 Original: ❑d Product: Revised: ❑ Ingredient FIELD DATA (ASTM C31 and C172) Air Temperature: 54 ° F Design Mix Proportions: Weather: Cloudy Ibs Product: Concrete Ingredient Supplier: Stoneway Coarse Aggregate 3/4" Fine Aggregate Ticket Number 449613 Water MixDesign ID 5951 - A Fly Ash Sample Temp. Initial Storage Entrained Air Cement - -Type I & II (ASTM C1064) Temp. (ASTM C31) (ASTM C231) WRDA -64 70 ° F NR 4.9 Daravair Watcr / Ccmcnt Ratio: Slump (ASTM C143) Sample( dR ces mple( � ADVA 0.364 5 -1/2" 9 -25 -04 lRequired Streng (f Placement Location and Notes j East side slab on grade at ramp, stair and sidewalk sections. Weight (per cu.yd) 1,791.0 Ibs 1,257.0 Ibs 240.0 Ibs 110.0 Ibs 550.0 Ibs 30.0 Oz 3.0 Oz 13.0 Oz 3000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/24/2004 1 0093 175876 10/1/2004 1 7 58690 4 x 8 4.01 12.63 4650 NA ' 9/24/2004 1 0093 175873 10/22/2004 28 9/24/2004 1 0093 175874 10/22/2004 4 x 8 NA " 9/24/2004 1 0093 75875111/19/20041 56 IF Remark: Inspector(s): Cheri Willett Tested by: Zenaida Revilla Reviewed by: 7 "; 'XP Timothy G B kerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3,7-0 Z }z �w 00 CO 0 w� C0 LL w U . U� = w Z H H O W ~ W. U� O- OH wW H �O .. Z w U= O Z MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Site Address: 12500 International Blvd Tukwila,WA Client: Sabey Corporation Engineer: Engineers Northwest Contractor: Sabey Construction Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 rax 425.745.1737 Project No: E3187 Issued on: 9 -30 -04 Permit # (s): - 12�`•' �. Original:❑ Revised: ❑ FIELD DATA (ASTM C31 and C172) Air Temperature: 63 O Design Mix Proportions: Weather: Cloudy COMPRESSION TEST RESULTS Product Concrete Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,976.0 Ibs Supplier: Stoneway 3170 NA " 9/22/2004 1 0090 175675 10/20/2004 28 6 x 12 1 Fine Aggregate 1,275.0 Ibs Ticket Number 448666 Water 211.0 Ibs MixDesign ID 5053 -A Fly Ash 85.0 Ibs Sample Temp Initial Storage Entrained Air Cement - -Type 1 470.0 Ibs (ASTM C1064) Temp. (ASTM C31) (ASTM C231) WRDA -64 28.0 Oz 75 ° F NR 3.5% A/E Admix 3.0 Oz Water / Cement Rat Slump (ASTM Pample(s) Recd ADVA 11.0 Oz 0.380 6 -1/2" 9 -23 -04 lRequired Streng (fc): 3000 Psi @ 28 days Placement Location and Notes SET 1 Black colored (dark shade) site work slab on grade, topping south of 11 line and east of F line. Inspector(s): Tom Cain Tested by: Scott J Johnson Reviewed by: / Timothy G. kerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z Z �W aa� JU UO Cl) C0 1111 J U) U. w L? cad = W F— _ ZF_ F— O W ~ W U� O� O F— W 2 F— H !LO .• Z w U= O F- Z COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 9/22/2004 1 0090 175674 9/29/2004 89770 6 x 12 650 28.27 3170 NA " 9/22/2004 1 0090 175675 10/20/2004 28 6 x 12 1 9/22/2004 1 0090 175676 10/20/2004_ _28 9/22/2004 1 0090 1 75677 10/20/2004 28_ F1 Remark: Inspector(s): Tom Cain Tested by: Scott J Johnson Reviewed by: / Timothy G. kerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z Z �W aa� JU UO Cl) C0 1111 J U) U. w L? cad = W F— _ ZF_ F— O W ~ W U� O� O F— W 2 F— H !LO .• Z w U= O F- Z SAABEY CONSTRUCTION VIA FAX & MAIL September 30, 2004 Bob Benedicto Building Official CITY OF TUKWILA BUILDING DEPT. 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Dept. of Homeland Security Project 12500 Tukwila International Blvd., Tukwila, WA Dear Bob; RECEIVED CITY o ruKWILA SEP 3 0 2004 PERMIT CENTER This letter is to provide you with completion dates for the correction items that were discussed today. We have discussed all the items with our suppliers and have located and procured all the necessary materials and our subcontractors have committed to the following installation dates: 1. Place glass in monumental stairway. Complete 10/4/04 2. Revise hardware to panic hardware on doors T174, T172A, T298C, T235B, T401A, T401B, T401D, and T401E. Complete 10/6/04 3. Install guardrail cap along Sally Port drive at Gridline A. Complete 10/8/04 The Dept. of Homeland Security is scheduled to move into a portion of the 2 °d floor and a small portion of the l and 4 floor. The earliest staff can move in is 10/12/04 and that may be delayed for several days. If you have any questions or concerns, please -contact me at 206- 277 -5216' Sincerely, SABEY CONSTRUCTION INC. Dean Sabey Sr. VP of Construction cc: Doug Gardner A R C H I T E C T U R E Sabey Construction Inc. / 206/281 -4200 main line C 0 N 5 T R U C T 1 O N 12201 Tukwila International Blvd., 4th Floor 206/281 -0920 fax line D E V E L O P M E N T Seattle, Washington 98168 -5121 www.sabey.com w z �Z '�- w �U 00 rn o J = S2 LL w 0 U. a N � = c1 F w z �-- 0 z r- w w U� o ll-- ww F- U- 0. ..z w U =, O F- z 0 f t MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 / D04 -026 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 267 Date: Weather: Inspection: Sample(s): 9/27/04 Sunny Visual weld N/A c r� b °M ��;o 1A T Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03 -129 Inspected welds for pre -cast panel to column connections on L1 sally -port east wall and pre -cast roof to walls. of same area. Found all welds per details and per AWS D1.1. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Lisa Pyper REVIEWED BY: Tiro G. Beckerle, P.E: cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. z ~ W JU UO to o W= S2U w LQ = a. �w Z� F_ O z11­_ W Lu �o 0 0 F_ w LL O ..z w U CO) O Z MAYES TESTING ENGINEERS, INC. VLZO or- MTE No.: E3187 Address: 1 500 Tukwila International Blvd, Tukwila, WA o � E o iw Nr Permit #: D03 -128 / D03 -129 / D04 -099 / D04 -026 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 266 Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Date: 9/24104 Weather: Cloudy Inspection: R/S, R/C Sample(s): (4) 48" Permit No. D03 -129 Verified reinforcement for east side slab on grade at ramp, stair and sidewalk section. Notified by Sabey superintendent that plans do not include detail for this area. Noted that contractor placed #4 continuous bars at 12" o.c. e. w. on 3" dobie blocks, as well as addition of #4 nosing bars at stairs. No connections were made to retaining walls. Monitored and sampled 31 cubic yards of Stoneway mix #5951A placed by pump. Cast one set of (4) 48" cylinders for strength testing. „Noted that contractor did not mechanically consolidate concrete and discussed code requirements. Contractor opted to not vibrate. Preliminary inspection REVIEWED BY: _ M Timothy . eckerle, P.E. INSPECTOR: Cheri Willett cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. .K �;.;_ .....�t.,., :.:N.. 'b�.uiui:'N>r:: ✓x,' »nifcwi,Lii.�' ;t r: :is ru+f f3.y`::, :rU:a: w`+; :itr X z Z w QQ � JU U0 to J = (1)w w LL �. = w H z11-- �-- O z r_ W w U� 0 — wW LL 0 ui CO O z 1 220 SAJ UY Fourth Floorila International Blvd 206/ 281 -0920 faxtlinle e CON STRUCTION Seattle, WA 98168 -5121 www.sabey.com Transmittal No. 01135 PROJECT: DHS Shell & Core DATE: 9/10/2004 TO: City of Tukwila REF: 2 Hr Rating for CMU Wall 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 Phone: Fax: email: ATTN: Bill Rambo WE ARE SENDING: SUBMITTED FOR: ACTION TAKEN: ❑ Shop Drawings /Submittals Rr Approval ❑ Approved as Submitted ❑ Letter ❑ Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit _0_ Copies for Approval ❑ Plans ❑ Submit ! 0 ' Copies for Distribution ❑ Samples SENT VIA: ❑ Returned 1' Copies ❑ Specifications Rr Attached ❑ Returned for Corrections ❑ Other: 0 1 ❑ Separate Cover I ❑ Due Date: ITEM COPIES DATE ITEM NUMBER DESCRIPTION 1 1 9/11/2004 Remarks: .t L 3M Fire Protection Product - 2 Hour Rating for CMU Walls RECEIVED SEP 13 ?.004 DE P ART MENT CC: Signed 0q ` 0 q Doug Gardner ( trans sabey_1 Rev. sk 03105102 z Z �w aa JU 00 ND J = I— CO) L w LLQ � d W z t— ZO 2D D D. O N. D t—. wW � ..z w U =. O F- z F19/06/2004 10 :43 2533951895 IhISULATInN Cr -IITRS PAGE 01 0 07 FAX 253 872 0 3111 pU00 PACIFIC AD 5 ' 1.2004 3 :3OFM =IRE- PROTECTiOH_PRO, 65 73346?1 3M1 Fire Protection Products � j ' • r:L•1�!.�} . _„ �?�CIVFi= iF:11J 1'�:t.�t 09(01104 Steve Ungrodt Paragon Pacific 19710 Seth Place S. Kant, WA 9803?. Fax: L253) 672 -0340 Project: Dept. of Homeland Security Cantmctor: Insulation Contractors Fire Stopping Category:.'oInW I Head of Wall Hourly Rating Requestedl Type: 2 Hour / F Joint Type: Construction Maximum Joint Width: Meat 7 In. Floor Assembly: 6 In. Concrete Floor Wall Assembly: 8 in. COribrete Block Type of Movement: Dynamic This fire resistive design should achieve tho desired F Rating rsquesled. This engireering judgment Is based on Special Gandltlono: Head o: will joint has 4 pcf mineral wool batt Insulation stutmd 10 between "12 shaped brackets running horizontaly with 2 hour rated concrete block wall on bath sides and flush with wall. Application Detalls: To firestop this application install in accordance with UL System H -WQ -0036 with the following modifications I. The inclusion of "L" shaped brackets vAthin joint connecting concrat!� wail to the concrete floor stuffed with a pcf mineral wool bait insulation should not adversely affect the performanc.: of the irpstop system, provided all other system details are met 3M Fire Barrier Material: FireDarn Spray 100 Rased On: H - WD - 0038 This fire resistive design should achieve tho desired F Rating rsquesled. This engireering judgment Is based on performance resulla obtained in tasting In accordance to ASTM E 1965 iUL 2079). Engineering Judgment Prepared By: Reviewed ay: sas�2e Brian Camazza cc; Fine curtain Technical Service Engineer I i C - RE EIVED SEA' 13 2004 BUILDING DEPARTMENT 3M Cansumer Safaty and Light Management Department 3M Center, Building 207- 1:-02 rage 1 �f 1 St_ Paul, MN 55144.IODO �o4,ogq gSmvwxxw;..'!'.; e" S;. fw; 51�n;; ?crat . «;}fC:+�r�k'9t<7?AC�. lPl�°=`:i 'tc!ir!mmurew nrrwean :xtarau,.whn. i Z W UO cf) W W J = F— N LL WO J LL Q N� I. W Z H 1-- O Z 1— W �p U O� o i-- W W H� u W Z C0 PM O Z MAYES TESTING ENGINEERS, INC 91 Evre ce 7.134th SW Suite A -1 Y':z;r'k:aS::i . - Everett, WA 98204 Ph 425.742.9380 CONCRETE LABORATORY TEST REPORT fax 425.745.1737 Project : DHS Regional Headquarters Project No: E3187 Site Address: 12500 International Blvd Issued on: 9 -9 -04 Tukwila,WA Permit # (s). Client: Sabey Corporation Original: ❑Q Engineer: Engineers Northwest Revised: ❑� �}'�� Contractor: Sabey Construction FIELD DATA (ASTM C31 and C172) Air Temperature: 70 OF Actual Mix Proportions: Weather Clear i Product Grout Ingredient Weight (per cu.yd) Supplier: Stonewav Coarse Aggregate 913.0 Ibs I Ticket Number 424001 Fine Aggregate 2, 000.0 Ibs Water 316.0 Ibs MixDesign ID 7034 Cement --Type I & II 657.0 lbs Sample Temp. Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 69 0 F NR % Water / Cement Ratio Slump (ASTM C143)' le(s) Recd 0.481 11" 7 -15 -04 'Required Strength ( t'c): 2000 Psi @ 28 days Placement Location and Notes CMU walls 8" and 12" walls level 1, B/3 -5, B.5/3 -4, 4.2/B- B.5.4' -8. 30 gall w added on s COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) I Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code ! 7/13/2004 0072 72129 7/20/2004 1 7 1 15490 14 x 4 x 8 , 0 16.48 940 NA 7/13/2004 0072 72130 8/10/2004 1 28 1 25040 14 x 4 x 8 16.77 1490 7/1312004 0072 72131 9/7/2004 :[ 11 25600_ 14 x 4 x 81 15.84 1620 NA Remark: Rich Gardner w/ Sabey notified on 8/13/04 Inspector(s): Carl Reynolds i Tested by: Scott J Johnson Reviewed by: Ti G. Beckerle, P.E. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded LOW TEST BREAK (MONEER RENIEVI Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7 -0 Z ,- w �U UO w W V) LL w L? N O . =w Z� ZO W �5 U� O N 0H W W HP �O tiw Z U= O Z I MAYES TESTING ENGINEERS , INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Project No: Site Address: 12500 International Blvd Issued on: Tukwila,WA Permit # (s): Client: Sabey Corporation Original: 2] Engineer: Engineers Northwest Revised: ❑ Contractor: Sabey Construction Everett Office 917 - 134th Street SW Suite A -1 Everett. WA 98204 ph 425.742.9360 tax 425.745.1737 E3187 9- 7 -04�� .-, � FIELD DATA (ASTM C31 and C172) Air Temperature: 65 OF Design Mix Proportions: Weather Overcast Product Concrete Ingredient Weight (per cu.yd) Supplier Coarse Aggregate 3/4" 1,918.0 Ibs Stonewav Fine Aggregate 1,203.0 Ibs Ticket Number 439 Water 250.0 Ibs MixDesign ID 5950 -A Fly Ash 110.0 Ibs Sample Temp Initial Stor Entrained Air Cement –Type 1 /II 550.0 Ibs (ASTM C1064) Temp. (ASTM C31) (ASTM C231) WRDA -64 26.4 Oz 0 OF NR % HRWR ADVA 13.2 Oz Water / Cement Ratio: I Slump (ASTM C143) Samples) Rec'd Daravair 4.0 Oz 0.379 8 -28 -04 IRequired Streng (fc) 5000 Psi @ 28 days Placement Location and Notes 1 Set 2: Level 12 PT slab repairs, 2.5 line edge and at banded heads on 5 line edge. Total = 9 cy. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/27/2004 1 0087 -fc 174161 8127/2004 1 0 1 8/27/2004 1 0087 -fc 174162 8/27/2004 1 0 1 E NA 8/27/2004 I 0087 -fc 17416318/30/2004 1 3 1 42900 4 x 8 4.00 ! 12.57 3410 L A 8/27/2004 1 0087 -fc 174164 8/30/2004 1 3 42600 4 x 8 4.00 12.57 ' ! 3390 1 NA " 8/27/2004 1 0087 1741581 9/3/2004 1 7 1 4 x 8 !�� �! NA " 8!27/2004 1 0087 17415919/24/2004 1 28 �� 4 x 8 C ^� NA ` 8/27/2004 i 0087 174165 9/24/2004 1 28 '( Tx 8 ! . ! F I NA ! " 8/27/2004 1 0087 174160 10/22/2004 56 , ( 4 x 8 Remark: Inspector(s): Mark Rossow Tested by: Reviewed by NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. r r h G. Beckerle, P.E. Branch Manager " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z �w WIM UO Cl) 0 J H CO LL WO J CO = W H ZF- F— O Z �5 U� CO �H WW HF- LL O W U= O Z MAYES TESTING ENGINEERS , INC Everett Office 917 -134th Street SW Supplier: Stonewav �' - ' ' Suite A -1 Everett, WA 98204 Ticket Number 432560 Fine Aggregate 2,028.0 Ibs ph 425.742.9380 Water CONCRETE LABORATORY TEST REPORT fax 425.745.1737 Project : DHS Regional Headquarters Project No: E3187 Site Address: 12500 International Blvd Issued on: 9 -7 -04 I (ASTM C231) Tukwila,WA V 80 ° F NR % Permit # (s): DO.3_= Client: Sabey Corporation Original: ❑Q NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Engineer: Engineers Northwest Revised: E] �� —� Contractor: Sabey Construction FIELD DATA (ASTM C31 and C172) Air Temperature: 65 OF Design Mix Proportions: Weather Clear Product Grout Ingredient Weight (per cu.yd) Supplier: Stonewav Coarse Aggregate Pea 890.0 Ibs Ticket Number 432560 Fine Aggregate 2,028.0 Ibs 0083 73240 8/16/2004 7 1 68930 14 x 4 x 8 F 16.35 Water 350.0 Ibs MixDesign ID 7034 Cement - -Type 1& II 658.0 Ibs Sample Temp. Initial Storage Entrained Air Remark: (ASTM C1064) Temp. (ASTM C31) I (ASTM C231) I Tested by: Scott J Johnson Reviewed by::' 80 ° F NR % % Ti4joth Water / Cement Ratio: Slump (ASTM C1C1 Sample(s) Rec'd Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. 0.532 10" 8 -11 -04 Required Strength (Pc)l 2000 Psi @ 28 days Placement Location and Notes 8" CMU walls top of lift (4' -0" high) walls centered at 3/0.5. Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 :k.. ,i.r �7., t, ry 4:1i � ,�'a- ,;.a.,JA�','i�Ei',#t "d•w ��, ,;.'Ga{ tt. 1. � i.t' ia4° t�ir1 '�S�Hi.tt:%H's:u.:r�lw..,t+r.'r L�crs.' .. yil:.;i. � - jwi' �,.ar '.�:.i..±. Z i� '~ w UQ w� C0 U. WO J LL N = W H Z�_ Z� W W U� ON 0H W HP —0 w Z UN O Z COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 8/9/2004 0083 73240 8/16/2004 7 1 68930 14 x 4 x 8 F 16.35 4210 NA " 8/9/2004 0083 73241 9/6/2004 28 11 93420 14 x 4 x 8 ❑ 16.04 5820 i A " 8/9/2004 0083 73242 9/6/2004 1 28 1 1 92540 4 x 4 x 8 ❑ 16.64 5560 ; NA " Remark: Inspector(s): Tom Cain Tested by: Scott J Johnson Reviewed by::' , % Ti4joth G. Beckerle, P.E. �. Branch Manager NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. " NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 :k.. ,i.r �7., t, ry 4:1i � ,�'a- ,;.a.,JA�','i�Ei',#t "d•w ��, ,;.'Ga{ tt. 1. � i.t' ia4° t�ir1 '�S�Hi.tt:%H's:u.:r�lw..,t+r.'r L�crs.' .. yil:.;i. � - jwi' �,.ar '.�:.i..±. Z i� '~ w UQ w� C0 U. WO J LL N = W H Z�_ Z� W W U� ON 0H W HP —0 w Z UN O Z MAYES TESTING ENGIN INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 / D04 -026 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 259 Date: 9/03/04 Weather: Overcast, 67 Inspection: P/T Sample(s): N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745,1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03 -128 The field cure cylinders for L2, north edge, 2.5 /A -B, were previously tested at over 3000 psi. For (4) distributed cables along 2.5 line, couplers provided at 2.5/B.1. Inspected re- stressing of these cables with 11 -1/8" nominal elongation expected. Net elongations were 13 ", 11 -1/4 ", 11- 1/2" and 12 -3/8" from south to north (left to right). Calibrated ram was #596, gauge 1025, requiring 69.5 psig per calibration chart dated 4/16/04. At 2.5/13.1, one tendon of grout of five along B -line was abandoned with engineer's permission. Re- stressing of A -line banded run, eight tendons were left for later. A thermocouple cure box with 30' lead remains on bridge to sallyport for use if wanted. To the best of our knowledge, all items inspected today are in conformance with approved plans l and specifications. INSPECTOR: Mark Rossow Date: 9/03/04 Weather: Overcast, 67 r Inspection: P/T Sample(s): N/A Permit No. D04 -099 ' Inspected and observed solid grouting by 5,cubic yards Stoneway mix #7034 coarse grout of CMU walls, top lift, at E.9/2.7 -4, at D.9/3.5 -4, and at D:2/3.5 -4 above openings. This completes CMU work for this project and completes inspections under this T. I. permit. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR:. Mark Rossow REVIEWED BY: �I Timothy G. ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden- 'ance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. � iF .u\ : 1�{:• e7. J. ti{ ,:}.E'w..d'.%:L �sYr *x:S1.1w'Ai i>vSiC.NY�.M1i �.�.,M 4 f . �.. u< <M v o:�Y'u#rdb,; • Ltc` •,u.�i..uapr rar ' " —^ a;w;r. . iitt�" • uSYeiivd z Z �w J0 UO CO) UJI U J H C0 L w 0 Ua CO)� = a �w Z Z0 w w U� . 0 - - o f- ww �- O .. z w U= O z MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 / D04 -026 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 261 Date: 9/02/04 Weather: Clear Inspection: S/M Sample(s): N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D04 -026 Monitored placement of 5 cubic yards of Stoneway grout mix #7034 at Level L1, E.9/3 -4 and D.9/3.5 -4, 0' to 5' -4 ", CMU block walls. Grout placed by pump and mechanically consolidated. Re -steel approved prior to placement. Also monitored laying up of second lift of Level L1 CMU walls at E.9/3 -4 and D.9/3.5 -4, 5' -4" to 10' -8 ". Block laid in running bond, and type S mortar was used. The above wall sections were also grouted at the end of the day. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Carl Reynolds REVIEWED BY: '' 4�7 ' 11m by . Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. r .�.4Hwc.:.�w�1.t'�+`�il :r .+.'f4.YW,G%NV'.n ... {l. t.r�'�t[. t:: (c�i::,j {f:.. � «�. �i oe...'���:� :2y;� ., �i 'u+ta:.�.*wi:iritN.t.:w w�SU�a�¢; Gnaiy }�:�c+.�dmRZ.tvut..:;w�LUi.:asa •� ��?'s.'u� ,n.:. •' ;28a,.: --� z ;= Z W QQ � JU 00 CO U) W W U. U� _ �W Z t— O z t— �5 U� o CO o1-- WW u. O ui z U CO). z MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 / D04 -026 (City of Tukwila) Owner: Sabey Corporation \, �� Architect: Lance Mueller and Associates 1 U Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 260 Date: 9/01/04 Weather: Clear Inspection: S/M Sample(s): (4) 8x8x16" prisms Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D04 -026 Monitored placement of 6 cubic yards Stoneway grout mix #7034 at Level L1 CMU block walls at E.5/2.7 -3.5, 2.7/D.8 -E.5, 2.6/D.5 -D.8 to top of walls, and benches at 3.2/13.8, 2.7/C, 2.6/C.2, 2.6/C.7, 2.7/D and 3.2/D.1. Grout was also placed in benches and privacy walls later on in the day at 1.5- 3 /D -E.9, all benches and privacy walls. Second grout pour was 5 cubic yards of Stoneway mix #7034 also. Grout was placed by pump, and the re -steel was approved prior to placement. Monitored laying up of CMU block walls on Level L1 at E.9/3 -4 and D.9/3.5 -4, 0'- 5' -4 ". Block laid in running bond. Type S mortar was used. i Four 8x8x16" CMU prisms were grouted (cast on 8/31/04) for compression strength tests. These prisms are the final samples cast for masonry on this job. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Carl Reynolds REVIEWED BY: �� -QL- -- 4TI y . Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. z ~ W .J U UO 0 W= U) U_ w U_¢ to �. = Cf �W z rr O z�_ W w U� o (D o E- W U 60 .z w U= z MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 / D04 -026 (City of Tukwila) Owner: Sabey Corporation 4 — Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 257 I Date: 8/31/04 Weather: Overcast Inspection: S /M, VT Sample(s): N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D04 -026 Monitored placement of 5 cubic yards Stoneway grout mix #7034 at CMU block walls at Level 1, D.5/2.8 -3.5 and diagonal wall at 2.5- 3 /D -D.5 to top of walls. Grout was also placed in the following benches: 8.5/3.7 -4, B.6/3.2-3.3,3/B.4-B.5, 2.7/13.4 -13.5, 8.5/2.2 -2.5 and 2/B.8 -C.5. Grout was placed by pump. Re -steel was approved prior to placement. Masons laid up CMU block walls in Level L1 at E.5/2.7 -3.5, 2.7/D.8 -E.5, and 2.6/D.5 -D.8, to top of walls. Block was laid in running bond and type S mortar was used. Inspected and approved pre -cast panel connection weldments at Level 3 on F -line between 8 and 9, Level 3 connections at 7 -F and 6 -F, and Level 4 connections at 7 -F and 6 -F. No exceptions noted. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Carl Reynolds, Arnie Pitzen REVIEWED BY: Timothy ckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. z �Z �w QQ � JU UO. ND J H S2 LL � J L¢ ca a = w z� ►= O z �-. W w U O - 0 E- w W w z ui co z MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 / D04 -026 (City Owner: Sabey Corporation \' L Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 256 Date: 8/30/04 Weather: Overcast Inspection: S /M, PT Sample(s): N/A Pi Fc,piv �yEP r �J o�F 'I" Df Tukwila) Everett Office 917 -134th Street SW Suite A-1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D04 -026 Monitored placement of 5 cubic yards Stoneway grout mix #7034 at CMU block walls on Level 1 at 3.5 /D -E, D.5/3.5 -4, D.8/3.5 -4, and C.9/1 -1.5, and at diagonal walls at 1- 2.5 /D -E and 1.5- 2/C.9- D. All walls topped out. Grout was placed by pump and mechanically consolidated. Re -steel was approved by MTE rep Mark Rossow prior to placement. Transported two field cured 4x8" cylinders to Everett lab and broke them. Test results were 3410 psi and 3390 psi. 3000 psi was required for stressing. More chipping is required in slab; therefore, stressing will commence on 8/31/04. Stressing area is Level 2 sally -port. Banded tendons at 2 /A, chipping area is at approximately 2.1/13. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Carl Reynolds REVIEWED BY: Timothy IJ eckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. z �Z �w Q � JU U CO co W J = CO U _ w 0 U. a D = a I .-w z r•- H 0 z F_ W w UO 0 ­ W W U' u-- ~O w z co z MAYES TESTING ENGINEERS, INC. •Iht ;�r :Ftf iY.....i:.r+. •.. . MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 255 Date: 8/28/04 Weather: Indoors, 63 Inspection: S/M Sample(s): N/A Everett Office 917.134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D04 -099 Inspected reinforcement and clearances for CMU, second lift, at D to D.5 skew walls, with reinforcing adjusted for doors and light at D.5/2.7 to 3.2, at 3.2/D.5 to E.6, and E.6/2.8 to 3.2. Vertical splice bars re- installed to be between horizontals below, to be centered and clear of faces of block. Observed solid grouting of this work with 5 cubic yards Stoneway mix #7034 coarse grout. Epoxy dowels to L1 slab provided for benches. Lay -up begun similar to detail 14/TI A7.9A. Dowels are at 24" in near side whythe, with horizontal in top of far face whythe. The contract bar is a U -tie at top, with projection up into cast -in -place bench top. It is that projection that can be noted at grouting by masons. Discussed with Matt (Sabey). To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: - Timothy eckerie, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. Z tr— Z t W JU UO CO 0 w= CO U. WO UQ to =w I__0 Z � o off wW U _ O w Z U— H �. O Z MAYES TESTING ENGINEERS, INC. MASONRY PRISM TEST REPORT Project: DHS REGIONAL HEADQUARTERS Job # E3187 Permit #D04 -099 Date Recd: 8 -28 -04 Client: Sabey Date Issued: Contractor: Sabey Original x Revised fl Remarks /Locations: Second set of project. Stoneway mix #7034. Sample # Compression Test Machine Information: Diameter Of spherical seat: Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Site Stoneway Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Gravel: 910 Water: 350 W RA: Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS (ASTM C1314) Lab # Date Tested FIELD DATA Grouted Yes No H/T I (ASTM C1314) Date Laid: 8 -26 -04 Mortar Producer: Type of Unit: PSI/With HR Factor Design fc /28 days: ASTM /UBC Spec: 9 -3 -04 Mix Proportions: i Size of Unit: Cement: Unit PSI Req: 242,050 Lime: 2720 2740 Sand: j 9 -24 -04 Water: Design F'm: 1500 Date Grouted: 8 -27 -04 Grout Producer: Mortar /Grout as spec: Yes x No ❑ Design fc /28 days: Air Temp: 64 °F Mix Proportions: ` Mortar Temp: 59 °F Cement: 658 Grout Temp: 67 °F Sand: 2005 Remarks /Locations: Second set of project. Stoneway mix #7034. Sample # Compression Test Machine Information: Diameter Of spherical seat: Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Site Stoneway Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Gravel: 910 Water: 350 W RA: Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS (ASTM C1314) Lab # Date Tested Age Grouted Yes No H/T I Factor I Total I Load /lbs Net Area I S . In. Strength PSI PSI/With HR Factor Type of Fracture 1049 9 -3 -04 7 X 2.13 1.010 242,050 89.11 2720 2740 C 1050 9 -24 -04 28 X 1051 9 -24 -04 28 X 1052 1 9 -24 -04 28 X INSPECTOR: Mark Rossow REVIEWED BY: �- - yj Legend: CB- Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Tension Break, SCB: Semi - Conical Break, SB: Shear Break, FSS: Face Shell Separation Z W � JU U UO J CO u_ w 9-1 u. cod =w Z� t-- O w ~ w U o f- wW F , U u—' ~O w Z U= O I— Z MAYES TESTING ENGINEERS, INC. MASONRY PRISM TEST REPORT Project: DHS REGIONAL HEADQUARTERS Job # E3187 Permit #D04 -099 Date Recd: 8 -28 -04 Client: Sabey Date Issued: Contractor: Sabey Original x Revised 0 Remarks /Locations: Second set of project. Stoneway mix #7034. Sample # Compression Test Machine Information: Diameter Of spherical seat: Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Site Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 PEFC ar 0 DFy�LQ Nrr Stoneway r Gravel: 910 Water: 350 W RA: Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS (ASTM C1314) Lab # Date Tested FIELD DATA Grouted Yes No H/T (ASTM C1314) Date Laid: 8 -26 -04 Mortar Producer: Type of Unit: PSI/With HIT Factor Design fc /28 days: ASTM /UBC Spec: 9 -3 -04 Mix Proportions: Size of Unit: Cement: Unit PSI Req: 242,050 Lime: 2720 2740 Sand: 1050 9 -24 -04 Water: Design F'm: 1500 2.13 Date Grouted: 8 -27 -04 Grout Producer: Mortar /Grout as spec: Yes x No 0 Design fc /28 days: Air Temp: 64 °F Mix Proportions: Mortar Temp: 59 °F Cement: 658 Grout Temp: 67 °F Sand: 2005 Remarks /Locations: Second set of project. Stoneway mix #7034. Sample # Compression Test Machine Information: Diameter Of spherical seat: Req. Upper Bearing Plate Thickness: Req. Lower Bearing Plate Thickness: Site Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 PEFC ar 0 DFy�LQ Nrr Stoneway r Gravel: 910 Water: 350 W RA: Provided Upper Bearing Plate Thickness: Provided Lower Bearing Plate Thickness: COMPRESSION TEST RESULTS (ASTM C1314) Lab # Date Tested Age Grouted Yes No H/T Factor Total Load /lbs Net Area S . In. Strength psi PSI/With HIT Factor Type of Fracture 1049 9 -3 -04 7 X 2.13 1.010 242,050 89.11 2720 2740 C 1050 9 -24 -04 28 X 2.13 1.010 278,180 88.29 3150 3180 C 1051 9 -24 -04 28 X 2.13 1.010 275,280 88.62 3110 3140 C 1052 9 -24 -04 28 X 2.13 1.010 288,080 88.68 3250 3280 C INSPECTOR: Rossow REVIEWED BY: c�1 Legend: CB- Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Ter(sio reak, Tdec�e2le. SCB: Semi - Conical Break, SB: Shear Break, FSS: Face Shell Separation Z ~ W JU UO NO W = CO L wo LQ = a. W Z Z O w w U O- 0 F- WW LL O w Z U= O� Z MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 250 Date: 8124/04 Weather: Rain, 63° Inspection: R/S Sample(s): N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D03 -128 Inspected reinforcement for slab on grade at loading dock and trash compactor running east to joint with asphalt. Blocks provided to support at mid - depth. Assistance of Scott Johnson, MTE, provided for concrete placement, which was re- scheduled due to weather and soil conditions. Inspector Rossow scheduled off -site for a.m. Epoxy dowels to screen walls completed. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Date: 8/25/04 Weather: Overcast, 65 Inspection: S/M Sample(s): N/A INSPECTOR: Scott Johnson Permit No. D04 -099 Under permit #D04 -099, inspected CMU reinforcement and clearances for walls, top lift, at 2.8/13- B.3, including plumbing walls, and at C.2/2 -2.5; second lift at B.8/2 -2.5; first lift at D.1/1.5 -2.5 skew walls and V -walls at C.9/1.5 -2.1; and for stem walls around E.5/2.7. All complete. Stem walls doweled to full height walls. No dowels installed to columns — typical and as required. Observed solid grouting of above work with 5 cubic yards Stoneway mix #7034. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: �I Timothy Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. 5 z ~ W UO NO J = CO L w 9-1 LL = �w z X F_ H O w �5 U� O� C3 E- wW t— H LL O ui z CO) O z MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 247 Date: 8/20/04 Weather: Cloudy, 64° Inspection: S/M Sample(s): N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Permit No. D04 -099 For CMU per T.I. plans, permit D04 -099, inspected reinforcement and clearances for first lift at 2.1/6.8 -C.6; for second lift at C.6 line and at 2- 2.5/C.7 skew wall to column; and for top lift at B.5 wall for stair #4. Observed solid grouting with mechanical consolidation of these areas with 8 cubic yards Stoneway mix #7034 coarse grout. At B.1 line wall for stair #4, top slab course provided for bearing by restraining angle at top, an area discussed on 8/18/04 report. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Rossow Date: 8/23/04 Weather: Indoors, 63° Inspection: S/M Sample(s): N/A Permit No. D04 -099 In the morning, inspected reinforcement and clearances for CMU, first lift, at 2/6.6 -13.8 in shower, for second lift at 2/B.8 -C.5; and for top lift at 1.5/C.5 -E.9 with returns. Discussed with Jeff of Fairweather the lay -up and protection of four half -size prisms to be set II of project for second 5000 square feet of CMU. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: Timothy G. gkckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. Z ~ w _J L) UO w= U . w UQ co �. � F w Z Zo w w U� co 0 - 0 f_ wW u O ..Z w U = O . � Z MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Project No: E3187 Site Address: 12500 International Blvd Issued on: 8 -19 -04 Tukwila,WA Permit # (s): Client: Sabey Corporation Original R Engineer: Engineers Northwest Revised ❑ Contractor: Sabey Construction Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98294 ph 425.742.9380 fax 425.745.1737 735684 FIELD DATA (ASTM C31 and C172) Air Temperature: 80 ° F Actual Mix Proportions: Weather: Sunny Product: Concrete Supplier: Stonewav Ticket Number 426477 MixDesign ID 5950 -A Sample Temp. Initial Storage Entrained Ate (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 0 OF NR Slump (ASTM C1 Samples) Rec'd 7 -22 -04 lRequired Strength ft)'l 5000 Psi @ 28 days Placement Location and Notes No batch weights available. 1. Grade beam and retaining wall footing north of grid 2 and east of grid C. 2. Columns on grid B, the first 2 columns north of grid 2, and the column north of the end of grid A wall. Note Footing F'c= 3000psi and Columns F'c = 5000psi. Inspector(s): Lonny Morrison _ Tested by: Scott J Johnson Reviewed by: Timothy G. erle, P.E. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 9150, Rev 3, 7.0 Z �z '~ w � 00 0 C0 w J C0 LL w LLQ to 1 �w Z� H O Z t LU5 U� O N OH WW LL —0 W Z U= O Z t. ..f. :Y , �S tovnAi. /i45�.a.�:t"».4 �a .;.}; F�E!A.>!S� ,an.7rv1h'.i�n� }iiv':a'ry ��k, }�....�: .fkJ:...:su1 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7/21/2004 1 0075 172446 7/28/2004 1 7 11 49850 4 x 8 1 4.01 12.63 3950 NA 7121/2004 1 0075 172447 8/18/2004 1 28 74830 4 x 8 4.02 12.69 5900 I NA 7/21/2004 1 0075 172448 8/18/2004 1 28 1 1 _73430 4 x 8 4.02 12.69 5790 �N_A 7/21/2004 1 0075 172449 1 8/18/2004 28 75620 4 x 8 4.02 12.69 5960 NA Remark: Inspector(s): Lonny Morrison _ Tested by: Scott J Johnson Reviewed by: Timothy G. erle, P.E. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 9150, Rev 3, 7.0 Z �z '~ w � 00 0 C0 w J C0 LL w LLQ to 1 �w Z� H O Z t LU5 U� O N OH WW LL —0 W Z U= O Z t. ..f. :Y , �S tovnAi. /i45�.a.�:t"».4 �a .;.}; F�E!A.>!S� ,an.7rv1h'.i�n� }iiv':a'ry ��k, }�....�: .fkJ:...:su1 MAYES TESTING ENGINEERS, INC 917-134th Everett S SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 MTE No.: E3187 Tacoma office Project: DHS REGIONAL HEADQUARTERS 10029 S. Tacoma way Address: 12500 Tukwila International Blvd, Tukwila, WA Suite E -2 Tacoma, WA 98499 Permit #: D03 -128 / D03 -129 / D04 -099 (City of Tukwila) ph 253.584.3720 fax 253.584.3707 Owner: Sabey Corporation Portland Office 7911 NE 33rd Drive Architect: Lance Mueller and Associates Suite 190 Engineer: Engineers Northwest, Inc Portland, OR 97211 Contractor: Sabey Construction ph 503.281.7515 fax 503 281.75 9 Page 237 Date: 8/11/04 Weather: Clear Inspection: Masonry Sample(s): N/A Permit #D03 -128 Inspected masonry grout pour at the following 1 floor walls: 1) Stair #4 west wall, 1 s' lift 2) Shower Room T117 west and east - top off lift walls 3) Male holding room T107, south and west walls -2 nd lift Reinforcing was according to plan and approved grout pumped into wall. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Cain Date: 8/11104 Weather: Clear Inspection: Masonry Sample(s): N/A Permit #D03 -128 Preliminary inspection of north building elevation pre -cast erection and welding. Final inspection to be made after connections are complete. Preliminary Inspection INSPECTOR: Tom Cain RECEIVED REVIEWED BY: _ Timothy eckerle, P.E. AUG 2 32004 BUILDING DEPARTMENT cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. .xc r i'.v .q �,}. r... i;:f a:: iiif• i ":L�d•..i.At�.'yii A�;B3 i'Wt;i�k+.5= .'u.' +72F'rpp�'' z i� '~ W UO CO 0 CO C0 U _ w L L z d. ll .-w z� �O z W UJ �o CO D IH wW LL z ui CO) O F z z i� '~ W UO CO 0 CO C0 U _ w L L z d. ll .-w z� �O z W UJ �o CO D IH wW LL z ui CO) O F z RECEIVED MAYES TESTING ENGINEERS, INC. MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. Contractor: Sabey Construction Page 233 Date: 8110/04 Weather: Indoors, 69 °F Inspection: S/M Sample(s): N/A YAUG 9i'7 =134 h Street SW COMMUNI ite A -1 DEVELOPM *yett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Under T.I. Permit #D04 -099, inspected reinforcement and clearances for CMU walls, and inspected solid grouting with 5 cubic yards of Stoneway mix #7034 coarse grout. Mechanical consolidation provided. Location on Level P3 is around C.2/6.7 room for top lift with bond beam at continuous seismic angle. Excludes ramp hall. Locations on Level L1 are first lift at B/2.5 -3, and first lift at E.9/2.5 -3, with initial course and 5' -4" course bond beams. Also on Level L1 for second lift in walls along 3.1, 3.4 and 4.1 line that are from B to B.5 in length. Discussed with foreman, Shane, the lay -up of set #2 prisms, for wall surface area from 5000 sf to 10,000 sf. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Rossow REVIEWED BY: Timothy G. Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. z � Z W UO N co W J = H Co U_ w Ua co o 1 0 F w z HO w 2� U� O� o� W w U_ O w z co O z MAYES TESTING ENGINEERS, INC. HAI MTE No.: E3187 Project: DHS REGIONAL HEADQUARTERS Address: 12500 Tukwila International Blvd, Tukwila, WA Permit #: D03 -128 / D03 -129 / D04 -099 (City of Tukwila) Owner: Sabey Corporation Architect: Lance Mueller and Associates Engineer: Engineers Northwest, Inc. �Jk Contractor: Sabey Construction Page 236 Date: 8/09/04 Weather: Clear Inspection: S /M, R/S, epoxy Sample(s): N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Observed masons grout final 4' -0" lift of CMU walls at Level 4, centered at 3/D.5. Sampled Stoneway mix #7034 being pumped into this location. Cast (3) 4x4x8" grout strength prisms. Made preliminary rebar inspection of concrete retaining walls at grids 6 to 8 and east of grid A. NOTE: Contractor was missing (8) #5 dowels out of footing. Contractor epoxied new bars with Hilti HIT epoxy embedded 6" deep. Okay to close above forms. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Tom Cain RECEIVED AUG 2 3 2004 DEPAR T ING MENT REVIEWED BY: Timothy G. Beckerle, P.E. cc: Bldg Dept -City of Tukwila, Ralph Hagler -Sabey Corporation, Bob Fadden -Lance Mueller & Associates, Theodore McDonald- Engineers Northwest, Dave Leng -Sabey Construction, Bob Brott -Art Anderson Assoc., Inc. z UJ �0 UO CO 0 W= Co U _ w UQ to �. = a �w z 3: �O z t- LU U� ON o t- wW O w z co 0 F- z A,. .... �'.. �.:,,, .. .k,, ,.4t .- M. °niL:.t w1�,'k�r�C4llt+'F. 5 (�. !y SFm3�L itG «fi��:r ?:FlKi:54w::k7✓d:iwSk/t :: �:. ': < _ —_ �_f �. �� — _ _ _ __ _ _ ..iaGw.� u r, __ _ _ _ _ —•'�!" _ __ _ _ MAYES TESTING ENGINEERS, INC. MASONRY PRK Project: DHS Regional HQ Job # E3187 Date Recd: Client: Sabey Construction Date Issued: Contractor: Sabey Construction Original x iM TEST REPORT Permit #-B98-128 8 -4 -04 AL Revised ❑ Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Design F'm: 2000 FIELD DATA Grouted Yes No Date Grouted: 8 -4 -04 (ASTM C1314) Stoneway #7034 Date Laid: 8 -2 -04 Mortar Producer: Job Mix Type of Unit: CMU Design fc /28 days: 1500 ASTM /UBC Spec: C90 Mix Proportions: N/A Size of Unit: 8 x 8 x 8 Cement: N/A Unit PSI Req: 1500 Lime: N/A Remarks /Locations: 1 st floor CMU wall sections Sand: N/A to B.4, B.4/3.6 to 4.1, and 4.1/13.8 to B. 3070 Water: N/A Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Design F'm: 2000 Age Grouted Yes No Date Grouted: 8 -4 -04 Grout Producer: Stoneway #7034 Mortar /Grout as spec: Yes x No ❑ Design fc /28 days: 2000 Air Temp: 62 °F Mix Proportions: Gravel: 913 - pea Mortar Temp: N/A Cement: 665 Water: 343 Grout Temp: 74 °F Sand: 1990 WRA: -- 9 -1 -04 28 X Remarks /Locations: 1 st floor CMU wall sections lines E.8/2.1 to 3.3, 2.5/E.8 to E.2, 2.8/E.8 to E (1 st lift), also, 2 lift, 3.5 to 3.7/D.2 to D.6, 6.8/3.5 to 4.1, 3.6/6.8 to B.4, B.4/3.6 to 4.1, and 4.1/13.8 to B. Sample # Compression Test Machine Information: Diameter Of spherical seat: 6.83 Req. Upper Bearing Plate Thickness: 1.98 Req. Lower Bearing Plate Thickness: 0.00 Provided Upper Bearing Plate Thickness: 5.00 Provided Lower Bearing Plate Thickness: 5.00 COMPRESSION TEST RESULTS (ASTM C1314) Lab # Date Tested Age Grouted Yes No HIT Factor Total Load /lbs Net Area S . In. Strength psi PSI/With HIT Factor Type of Fracture 1009 8 -11 -04 7 X 2.12 1.009 142,430 57.58 2470 2500 CSh 1010 9 -1 -04 28 X 2.10 1.008 175,040 57.52 3040 3070 C 1011 9 -1 -04 28 X 2.10 1.008 182,560 57.79 3160 3180 CSh INSPECTOR: AVSchaible REVIEWED BY: Legend: CB- Conical Break, CSh: Cone & Shear, CSp: Cone & Split, TB: Te si ak, 'rT�c -k^ SCB: Semi - Conical Break, SB: Shear Break, FSS: Face Shell Separation Z ~ w �U UO U C0 W J = H C0 u_ w LL _CY �w z X F- H O Z 1— w U� O� o1.- W W w z W CO) o F' Z �+�,�,;;t%c ! Y .suu.,.l.,.� .:.t�.+trx w.„;':. i�. 4, ty�, � =2+�JA:..ya��yn.�1i,;,,�d;'�al �xn�.+� d�P.kR •�+L 'aAxt�u,i�:t _1.4. :u�xe�«:c . a�.�r a.rrt -,�.�k 11xvf,' �'::n< MAYES TESTING ENGINEERS, INC CONCRETE LABORATORY TEST REPORT Project : DHS Regional Headquarters Project No: E3187 Site Address: 12500 International Blvd Issued on: 7 -23 -04 Tukwila,WA Client: Sabey Corporation Permit # (s): Original Engineer: Engineers Northwest Revised Contractor: Sabe Co ns tru ction Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9380 tax 425.745.1737 4 JlJ �1 C) C( Water / Cement Ratio: I Slump (ASTM C143) Samples) R d 0.473 Flowable 7 -17 -04 lRequired Strength (fc): j Placement Location and Notes Level P1, CMU walls (top lift) at N corner of building, stairwell walls. 7 cubic yards. Weight (per cu.yd) FIELD DATA Ibs 2,012.0 (ASTM C31 and C172) 311.0 Air Temperature: 63 ° F Ibs Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code Actual Mix Proportions: Weather: Overcast 7/15/2004 Product Grout Ingredient Supplier: Stonewav Coarse Aggregate Pea Ticket Number: 424509 Fine Aggregate Water MixDesign ID 7034 Cement —Type 18� II Sample Temp. Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 72 ° F NR % Water / Cement Ratio: I Slump (ASTM C143) Samples) R d 0.473 Flowable 7 -17 -04 lRequired Strength (fc): j Placement Location and Notes Level P1, CMU walls (top lift) at N corner of building, stairwell walls. 7 cubic yards. Weight (per cu.yd) 890.0 Ibs 2,012.0 Ibs 311.0 Ibs 657.0 Ibs 2000 Psi @ 28 days Inspector(s): Jim Schaible Tested by: Scott J Johnson Reviewed by: A l " Timot . Beckerle, P.E. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc, MTE Form #150, Rev 3, 7.0 Z 3:z �w Q � JU U Cl) J = H �w w LL j N = w H Z� F- O Z 1— w w U� O- 0 1-- w F- LL —0 w Z U= F- 0 Z COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7/15/2004 1 0073. 172189 7/22/2004 1 7 11 59330 14 x 4 x 8 �� 15.8 3760 NA 7/15/2004 1 0073 172190 8/12/2004 1 28 11 14 x 4 x 8 7/15/2004 1 0073 17219118112/20041 28 [— 4 x 4 x 8 Remark: Inspector(s): Jim Schaible Tested by: Scott J Johnson Reviewed by: A l " Timot . Beckerle, P.E. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager * NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc, MTE Form #150, Rev 3, 7.0 Z 3:z �w Q � JU U Cl) J = H �w w LL j N = w H Z� F- O Z 1— w w U� O- 0 1-- w F- LL —0 w Z U= F- 0 Z MAYES TESTING ENGINEERS INC ! COMPRESSION TEST RESULTS Everett Office 917 134th Street SW (ASTM C39, C1231, and C617 when applicable) - Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code Suite A -1 172129 7/20/2004 1 7 11 15490 14 x 4 x 8 sb.a::.....;: .`. Everett, WA 98204 7/13/2004 1 0072 172130 1 28 4 x 4 =x8 0 C� ph 425.742.9360 7/13/2004 1 0072 CONCRETE LABORATORY TEST REPORT fax 425.745.1737 Project : DHS Regional Headquarters Project No: E3187 Site Address: 12500 International Blvd Issued on: 7 -21 -04 Tukwila,WA Permit # (s): Client: Sabey Corporation Original: 0 Engineer: Engineers Northwest Revised ❑ �0 ►� —v Contractor: Sabey Construction FIELD DATA (ASTM C31 and C172) Air Temperature: 70 ° F Actual Mix Proportions: Weather Clear Product Grout Ingredient Weight (per cu.yd) Supplier: Stoneway Coarse Aggregate 913.0 Ibs Ticket Number 424001 Fine Aggregate 2,000.0 Ibs Water 316.0 Ibs MixDesign ID 7034 Cement - -Type I & II 657.0 Ibs Sample Temp. Initial Storage Entrained Air (ASTM C1064) Temp. (ASTM C31) (ASTM C231) 69 ° F NR % Water/ Cement Ratio: Slump (ASTM C143 ' Sample(s) R d 0.481 11" 7 - -04 lRequired Strength 2000 Psi @ 28 days Placement Location and Notes CMU walls 8" and 12" walls level 1, B/3 -5, B.5/3 - 4.2/B B. 5.4' -8'. 30 gallons water added on site. Inspector(s): Carl Reynolds . C Tested by: Scott J Johnson Reviewed by: T mo . Beckerle, P.E. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded EARLY STRENGTH APPEARS Qll=.S i ;; !Ar3t_E v Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z Z UO U 0 C0 ILI J NW WO J LL co) CY = W H Z� Z� W W U� OS2 0 H- W UJ �O ..Z w CO) O F " Z .: �.� xCiv .u «t:a�rw ti' x •u:i v,h ..:; ai. �i;. �..} isI .`.; ^ +'Y } I:k ' tvii4, ' fu�u�G�wmrra• � +,.wa .ac ' COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7/13/2004 1 0072 172129 7/20/2004 1 7 11 15490 14 x 4 x 8 A 7/13/2004 1 0072 172130 1 28 4 x 4 =x8 0 C� NA - 7/13/2004 1 0072 1721311 8/10/2004 28 1 Remark: Inspector(s): Carl Reynolds . C Tested by: Scott J Johnson Reviewed by: T mo . Beckerle, P.E. NOTES: Failure descriptions for samples tested with neoprene pads are not required per ASTM Std. Branch Manager NA = Not Applicable, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Column FC - Field Cure NR = Not Recorded EARLY STRENGTH APPEARS Qll=.S i ;; !Ar3t_E v Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Z Z UO U 0 C0 ILI J NW WO J LL co) CY = W H Z� Z� W W U� OS2 0 H- W UJ �O ..Z w CO) O F " Z .: �.� xCiv .u «t:a�rw ti' x •u:i v,h ..:; ai. �i;. �..} isI .`.; ^ +'Y } I:k ' tvii4, ' fu�u�G�wmrra• � +,.wa .ac ' w State Nonresidential Energy Code Compliance Energy Project Info Project Address 12500 TUKWILA INTERNATIONAL BLVD Date 5/18/2004 OFFICE BUILDING G TENANT For Building Department Use n /� Op p�R'41 /rCF SEATTLE, WA 98168 Applicant Name: SABEY CORPORATION Applicant Address: 12201 TUKWILA INTL BLVD, SEATTLE, WA 98168 Applicant Phone: 206 - 281 -8700 Allowed x Area LEVELS 1 -4 OFFICE (LESS 4TH FLR 86070 SF, 3RD FM 829,640) Project Description [D New Building ❑ Addition ❑ Alteration ❑ Flan31 -ded Refer to WSEC Section 1513 for controls and commissioning requirements. :ompliance O Prescriptive * Lighting Power Allowance Q Systems Analysis Option (S Q ual i fi ca tion Checklist (o ver). Indica Prescriptive & LPA sp cle arly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and vrrS .smti� m:,� -c Maximum Allowed Lighting Wattage (Interiorl Location Fixture Description All Area in ft Allowed Watts (floor /room no.) Occupancy Description Watts per ft2 '• Area in ft Allowed x Area LEVELS 1 -4 OFFICE (LESS 4TH FLR 86070 SF, 3RD FM 829,640) 1.20 105454.0 126544.8 LEVELS P1, P2, STORAGE /COMMON 0.80 11174.0 8939.2 P3 175 MH 15 FT POLE FIXTURE 13 215.0 2795.0 LEVEL 1 INSTITUTION 1.50 6640 9960.0 _ rrom 1 aUM ra- i twee - Uocument au excep0on5 on roml L i o -crH i otai Huowea vvaas I 145444.01 Notes: 1. Use manufacturer's listed maximum Input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interiao all fixtures. For exempt lighting, not exception and leave WattslFixture blank. Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed 2X4 3 -LAMP PARABOLIC 976 91.0 88816.0 1X4 2 -LAMP FLUORESCENT UTILITY FIXTURE 214 61.0 13054.0 6" DOWNLIGHT 1 -32W PL LAMP 288 32.0 9216 WALL SCONCE 14 13. 182.0 DECORATIVE PENDANT LOBBY FIXTURE 5 300.0 150 INCANDESCENT FIXTURE (75W MAX) 641 75.0 4800.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 117568.0 Maximum Allowed Lighting Wattage (Exterior) Note: for omiamg extenor, arouse ginner the wCaae area or me penmerer metnoa, Dui not Dom) i otai Huowea wane 67134.6 6 Use mfgr listed maximum input wattage. For fixtures with hard - Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x 11 (or x 10 Covered Parking 175 MH SURFACE HID FIXTURE 128 215.0 27520.0 (standard paint) PARKING LEVELS P1, ez, e3 0.2 W/ft 114507.0 22901.4 Covered Parking 175 MH 15 FT POLE FIXTURE 13 215.0 2795.0 (reflective paint) 100 MH MINI CUT -OFF WALL PACK 0.3 W /ft 129.0 2322.0 Open Parking EXTERIOR OFFICE BUILDING PARKING 0.2 W/ft 82504.0 16500.8 Outdoor Areas OFFICE BUILDING OUTDOOR AREAS 0.2 W/fl 113387.0 22677.4 Bldg. (by facade) 0.25 WAi Bldg. (by perim) 7.5 WAf 674.0 5055.0 Note: for omiamg extenor, arouse ginner the wCaae area or me penmerer metnoa, Dui not Dom) i otai Huowea wane 67134.6 6 Use mfgr listed maximum input wattage. For fixtures with hard - Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 1X4 SURFACE FLUORESCENT 55 61.0 3355.0 Covared Parking 175 MH SURFACE HID FIXTURE 128 215.0 27520.0 Open Parking 400 MH POLE FIXTURE 27 465.0 12555.0 Outdoor Areas 175 MH 15 FT POLE FIXTURE 13 215.0 2795.0 Outdoor Area■ 100 MH MINI CUT -OFF WALL PACK 18 129.0 2322.0 Building Perimeter 100 MH DOWNLIGHT 69 129.0 8901.0 Building Perimeter SECURITY FLUOR FIXTURE 8 32.0 256.0 I otar rroposea vvaas may not exceea r Dial ruiowea vvaus ror t menor Iola) rroposea vvans 1 57704.01 200 FR 999LOISAR =I CITY OF TUitWU APPROVED JUN 1 1 26A . AS NOTED --� 0 O M n 0 z Z Z �W aa D JU UO Cl) W = F- W (L WO LLQ c__y 0 W I z~ O Z H 5 U� O� o ff WW H H LL I— • Z W U= O F- Z • �. 20 1 tNashington State Nonresidential Energy Code Compliance F,.' Li ghting (ba ck) LTG-SUM, i 2001 Washington State Nonresidential Energy Code Compliance Forms Revised June 2002 • KJM I Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers *Other } kl h Qualification Checklist ! Q Lighting Fixtures: ED Check here if at least 95 °h of fixtures in the space meet all four criteria: Note: If occupancy type is "Other' and fixtur answer is checked, the number of fixtures I 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space Is not limited by Code. Clearly Indicate these spaces on plans. If not 2. Lamps are T -1, T -2, T -4, T -5, T -6, T -8 3. Lamps are 5.50 Watts, and qualified, do LPA Calculations. 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts/fixture 6. Screw -in compact fluorescent fixtures do not qualify TABLE 15 -1 Unit Lighting Power Allowance (LPA) Use (W /sf) se (W /so P ainting, welding, carpentry, machine sops 2.3 Police and fire statlons B arber shops, beauty shops de (atriums Hotel banquet/conference /exhibition hall $ ' * Assembly spaces', aud it oriums, gymnasia , ea ers a ore ones roup H-1 common areas — T . 7a — Ai rcraft repair hangars 1.5 Process plants C afeterias, as o estabilshmentss 1.5 Restaurantsfbars F actories, workshops, handlingpreas Locker andlor shower facil Gas stations, auto repair shops Warehouses", storage areas I nstitutions Aircraft storage hangars Libraries Retail , retail an ng N ursing homes and hoteurnotel guest rooms a ng garages See Section 1532 Wh olesale s ores (pallet rack shelving M all concourses via 55 b ubmiffecl for Common Areas On y Sch ools buildings (Group occupancy onl school classrooms, day care centers air oor ui ing lobbies (except ma concourses) L aundries Common areas, corridors, toilet taciIffie_s washrooms, elevator lobbies Off ice buildings, off ice/administ areas in facilities of other use types (Including but not limited to schools hospitals, institutions, museums, banks, churohes) 0o no es for Table 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be Increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Wafts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may Include elevator space, lobby area and rest rooms. Common areas, as herein defined do not Include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) For Indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10) Display window illumination Installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w1ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 0 Z H s1_ W Q � Q 2 JU U O. ND C111) w J = 1— CO) IL WO U Q _ (Y �W Z = H f— O Z 1-- W W U ON 0 h- W W H F O W Z U_N O Z The BarrierDek Security System provides an effective physical security barrier, combined with excellent acoustics. The interlocking, single skin, panels provide great resistance to passage or attack in applications such as: • Lobbies and Corridors • Detention Dayroom Ceilings • Hospital Security Applications • Museums • Pharmacies • Gyms and High Noise Applications • Burglar Resistant Applications The powder coated panels, which are made of 16 ga. (A40) galvanealed steel, are strong, attractive and moisture resistant. The plank style provides a graceful, linear appearance. BarrierDek can easily be used with Trussbilt's TrussDek, double skin high security panel system:' Used in conjunction, the two systems cover the entire range from highest security to most demanding acoustical needs. These are important attributes of BarrierDek: I NN, 7 .i ,, . h U FO h' Arr ISSUED BY: AAe DATE: -74o- BarrierDek Security Ceiling System Ms._ � .09o5 ACOUSTICS The retaining angles, which attach to wall channels and BarrierDek has been tested tees, are designed for rapid for its acoustic properties installation. They have been under ASTM standard C-423- tested for integrity under a 90a. The results are: 600# load. Insulation • NRC 2 inch 0.90 VERSATILITY 4 inch ' 1 1.00 INSTALLATION RECEIVED BarrierDek panels slip into SEP - 7 2004 place and are interlocked together. No•supplemental BUILDING screw.fastening is required DEPARTMENT enabling a rapid, and economical installatio zoi APR2699 0 9 C l , lti'tit; :ai: • a• 5 «�`A:.'(ud.� *vm:;:�...FR%'iXdk. �1+++Ns+m.�Mwn�wwrM.�Mwiwr z Z �w QQ J UO N W= C� wU LLQ CO = d. �- w Z= H zF- W W U� ON OH wW _ w Z ui L) F _ O z Panels are available in 18" widths, with convenient lengths of 96 ", 120" and 144 ". SECURITY Easily assembled tees and channels permit rapid BarrierDek panels include the coverage of any space. exclusive TrussLok system of edge assembly. By TESTING physically linking the panel edges in a formed shape, the BarrierDek is subject to panels preclude passage of ongoing physical testing. objects. A flexible object Independent testing has would have to perform three demonstrated that the system 90 degree bends to pass cannot be breached by a through the edge joint. 600# force applied to any one square inch area, whether The high strength of true 16 that force be applied upwards gauge steel makes attacks or downwards. on the panel surface futile. INSTALLATION RECEIVED BarrierDek panels slip into SEP - 7 2004 place and are interlocked together. No•supplemental BUILDING screw.fastening is required DEPARTMENT enabling a rapid, and economical installatio zoi APR2699 0 9 C l , lti'tit; :ai: • a• 5 «�`A:.'(ud.� *vm:;:�...FR%'iXdk. �1+++Ns+m.�Mwn�wwrM.�Mwiwr z Z �w QQ J UO N W= C� wU LLQ CO = d. �- w Z= H zF- W W U� ON OH wW _ w Z ui L) F _ O z r AM I -I UtNt:KAL 1.01 Description. 16 ga. (A40) galvanealed, prefinished, white, plank style, acoustical security ceiling, including all required wall channels, tees and hangers. All fasteners shall be . concealed except one access panel per run of planks. Any exposed fasteners shall be torx pin type security screws : blind rivets: as required. Work to include labor and materials for. * panels, all hangers and Insulation blankets. 1 -:02: Related. Work by others: A. Ceiling mounted lighting systems; B. Air diffusion systems. 1.03 Submittals A. Shop drawings shall include a reflected ceiling plan and ceiling details. 8. Samples shall be submitted with shop drawings. C. Submit test data verifying: 1. NRC of 0.90 (ASTM C- 423-90A). 2. Uplift/down force of 600# on one square inch. 3. Acoustic fill flame spread index not exceeding 15 with smoke developed value not exceeding 5 (ASTM C-84). 1.04 Ueliver properly packaged material to jobsite for storage in protected area to be provided by General Contractor. 1.05 Provide warranty of one year from project completion against defects in material or workmanship PART 2 - PRODUCTS 2.01 Approved Manufacturers: Trussbilt,. Inc., St. Paul, MN 2.02 Materials 4 A. Panels shall be Wga. (A40) ga {vanealed steel, formed in a fully interlocking edge configuration, with a face width of 18 ". Panel faces, where acoustic panels are indicated on drawings, shall be perforated 0.125" on 0.218" staggered centers. B. Wall channels and tees shall be formed of 12 ga. (A60) galvanealed steel, and shall incorporate a panel retaining system which meets test requirements. C. Finish all exposed panel, channel and tee surfaces with baked on white finish. D. Performance of the system shall be as follows: NRC: 0.90 (2" insulation) 1.00 (4" insulation) Physical: Withstand vertical load on one square inch of TRUSSBILT 600#, whether applied upwards or downwards, without collapse. PART 3 - INSTALLATION 3.01. Install panels, channels and tees flat and level in accordance with manufacturer's instructions. 3.02. Provide hangers as required and adjust as reasonably required to avoid interference with other trades. .3.03. - All openings shall be field cut. 3.04. ... Hangers not be affixed to conduit or ductwork. :3.05.. Mechanical and electrical fixtures are to be separately supported by others. 3.06. Accass/lnstallabon panels shall be provided to permit secure installation of ceiling panels. If identified on drawings, an additional access panel shall be provided. All such panels shall be fastened with security screws. 3.07 Clean all exposed surfaces after erection. APR2699 2112 Old Highway 8 NW Manufacturing Plant New Brighton, MN 55112 -1800 555 Lincoln N.W. Phone 651 633 6100 Huron, SD 57350 Fax 651 633 7100 Phone 605 352 5283 z F- E- W �U 0 Co o co W J = F- N u_ w 0 U_ � =w tr- _ Z i.- z� W5 U� co W W H U_ 0 ..z W U= O ~' z 3141 =10 A111V=3141 01 3naSI 11 301ION SIHI NVHINV3 SS31 SI 3nVM=l SIHI NI INEInnooG 3141 =11 :301ION C 1, ra BECAUSE OFOUR COMMIMENY' TO MELIENCE, M RESERVE THE RIGHT WA(OVJFY THIS DETAIL M FURTHER IMPROVEOUR PRODUCT. IrrussbUt Bafflemek Dawn By: o.w. Date: - 4-1-es Date By Fabrication Tolerances #/_ .051n- Unless Noted Otherwise EXPLODED VIEW GSPUe410 PION MORI Aroor -P - rtra era-9-IF saausuelol ualimpcIa a ejen Jr i \ 1.6 -99 -01 :ejeo •ri.q :ice W+�+eJ xatI�ajs.[�2� �gs SCU,], -- wnQONd ano3naUdw1 M3MU1U ae WA3a8JW A r1aW 0e M01V S tn 3AM3 3M 33N317mi QL.1N3WMMG3 anode 3smis i O O / O o ° o °o ° u�tit pp000uopoopn n u O ° ppOp ° O ° U�'? ° O p op ° o rJ o 0 0 0 ° °p ° 1 no a ° °Q °° ° " °upuo"p"0 o "o °AO °o °o u o 0 0 0° "o u npoo "op °ri"poo "pp o u r1 pv °o 0 0 0 t ° J "A A " a ° V a 0 goO�f1�U"°0000°00�000(�U p U 0 0 0 0 0 O O O O O ° �OOpupAO�O�00 0 p�p�p A \ , O O pn 0 V °p 0 ° p a O J0A0000U °oo°o " °000LAO('oZ't o(Po to u u 1 O U O 0 O i n ° 0 u 1 p '1 �v(°cia a ou° o n u ri v 1 ,, 1 r '" C un u�4, oa to O Ju °0 °U "rJ °p ° ° pf10 U U O O • O U °Ar'O (IDOAAU 0 " 0 11"" ° O" to O rJ p 0 Au A" O 0 0 A A O" IV U A A U II CA U U 0° (; A a 0 A UO O 11 p A "CA n/ °0 AA "o 0 V 1 A 0r,(VO O U CA 0 r1 O A "°0 w 0 0 0 1111 r) 0 r 0 0 Ur O 0Q r 0 0 ° 00 0!1 0 0 0 0 000 , 0 U0 °0 U O U U 0 0 o n ° o 0 0 0 o "u O "u °° "ur,n�, • r,O AV O0, (70 A00 °°0 °O "°"0o "000 °"pr' 00 0000 p V�' J °°o r1rU °V at ) 4J o °ii°u°v00An °" °O U O ° U 0 / U lI (I p u n s I 0J ja0 0 ( � 0 p0°�'AO0 U 0nn °UO " p 0 A rJ 0 U O ""a A " �A ° o ° A " A J U U n "A ° (J�°° n U 1 ° U 0 0 0 0 O" ° U/ / (in to J 1°r,°ouounr► � 00 ` I MaNONOO Ol NOHOW NOISNVICIX3 N0111Y"1fI9N1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOUV11V'1SNI l3NVc N30N3 N31NVA LG-GZ-01 :01ea "H'O Ra umvua7 319a ic),ijEs jngssrul BBIWO410 Re1oN eseiun •1Dnf7DUd Unn 3no , dwl U391UIU al 11V130 RJUL AWWW au INad 3Hl3A�1383b13M �J V3? T3�AL1N3Hlt !/YWOI�>bIlIDa1�036lJY:JI pl6m' -/t 7ffd �6'8L'fc eeouenlol uopool14e3 em -we D - i D v` 'sm3a06 NO CINV 813A1a ' GM 3N:)9 klIbIn:)3G 13316 6631NIV'!6 Lb NO 'GIBIAl2I: CIN119 H11M '13NWHO llVM TJ3aN3 01 13NVcl NBION3 3at103s LLI v \ ?:GHIO LG 43a1AOJd GNOHONV •, '13NNVHO '11VM NBICIN3 l V 444 a• � SZ10H3NV 'l3NNV'HO' llVM 3019 /N3INV'1S a v 4 • Q Q • D NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHA THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 331 iziocicing 31VIC314SSINI Ls GE-01 :Siva umvi a Uanaoud uw moodivi Y31UWW CU 71VI30 WU.Uac' amninm. Cc! NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF, THE DOCUMENT. N011739 690217 13rWb'H7 1 1VM PBINJ9410 Pom sselun Abor -/• Yi[4 B6-6LE 1 se welelol uolleaNgeA e I eked •ne k e _ r ,j1= Lr lnnootd ano 3AOUdwi WfUu m a i w1311 Stfu,�rQarr 3M A0.4931) -W 30N3TOXG OL 1N3W MIO 100 '0 3811039 H$IN1d 311HM - 431V O:3 �3lilOd • 911013 bfOHONV W0=1 70 ► ►b a3H7Nna • 91i1'�N3 - 1 �►mLi • �'v'3NdAl'o'� ''v'� LI • 111Z1a 41314 - '13NNVHO SWN3 N0=1 -� „m5'L V Ary Ilia ,►L9'L �t ► ►I 1 VIG1 IIbl' i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAWTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. . s w NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TEST SUMMARY BARRIERDEK ACOUSTIC TESTING Noise Reduction Coemcient (NRC) testing of Barrier Dek by Maxim Technologies, Inc. on November 30,1995 produced the following results: Insul2tion Thickness 2" " N RC 0,90 1.00 1.00 Copies of the full test report will be provided upon request z Z' w. UO N W W. J C0 o w� J LL? � =w Z� F — O . z E—o W w U0 o -. o� H � IL O .. Z w U cn 0 z TEST SUMMARY BARRIERDEK PHYSICAL TESTING Physicr.l testing of BarrierDek interlocking panels (Truss Lok) and C channel panels (screwed together) %tics performed by Pierce and Harris, Consulting Engineers. Test Method; 6009 live load was applied to one square inch to determine whether such a load would penetrate the system. Copies of the full test report will be provided upon request. z �Z �W e � 2 JU UO Cl) CO J � �LL W L L CO = _. z� �O W �5 U� O �. 0 I-- = U' � ui U CO z Truus_sLok C Channel. Plenum Side Long edge Passed Passed , End Passed Passed Joint Passed . Passed Center of Panel Passed Passed Room Side Long edge Passed Passed End Passed Passed Joint Passed Passed Center of Panel Passed Passed Copies of the full test report will be provided upon request. z �Z �W e � 2 JU UO Cl) CO J � �LL W L L CO = _. z� �O W �5 U� O �. 0 I-- = U' � ui U CO z TEST SUMMARY POWDER COATING TESTING MEC=HANICAL TESTS RESULTS FLEXIBILITY (CONICAL MANDREL) ASTM D-522 1T No Detach ADHESION (CROSS - HATCH) ASTM D -3359 100° Pass IMPACT RESISTANCE ASTM D-2794 DIRECT 160 in. lbs. • ASTM D -2794 REVERSE 150 in. lbs. PENCIL HARDNESS ASTM D -3363 2H GLOSS (60 ASTM D -523 64:t 5 SALT SPRAY ASTM B -117 1000 HOURS HUMIDITY RESISTANCE ASTM D -2247 1000 HOURS Z I �-- ;-' u� D J U UO N W= D U-. W O� 95 IL Q D �_ z� z0 U� .O 0 F-• W . Z. W H =! O F- Z • ' SV i 1 TEST SUMMARY POWDER COATING TESTING MEC=HANICAL TESTS RESULTS FLEXIBILITY (CONICAL MANDREL) ASTM D-522 1T No Detach ADHESION (CROSS - HATCH) ASTM D -3359 100° Pass IMPACT RESISTANCE ASTM D-2794 DIRECT 160 in. lbs. • ASTM D -2794 REVERSE 150 in. lbs. PENCIL HARDNESS ASTM D -3363 2H GLOSS (60 ASTM D -523 64:t 5 SALT SPRAY ASTM B -117 1000 HOURS HUMIDITY RESISTANCE ASTM D -2247 1000 HOURS Z I �-- ;-' u� D J U UO N W= D U-. W O� 95 IL Q D �_ z� z0 U� .O 0 F-• W . Z. W H =! O F- Z Wth the cl#w and angle hu alled BarrierDek has been tested to withstand a ifff Ih s load BarrterDekSecmrrty CeMigIr intrrlocking Amsslock system makesfor shwple kvft6Wo,% Once thepanedr are lnter- locked, there iv no room to hide comftw wd Wth BarrierDek Security Ceiling Systerrr, you have a ceiling that is attractive, secare acrd affordable. z ~ w WV 0 U co w W = H CO LL WO �QQ U- UD = F- W Z H F- O z F- W 25 Do U O� o�- w F- LL O z w(1) U H� O z 1 jj ..., SecureDek Trussbilt C) Security Ceiling Systems 2+ Old N ionw.ye N .w. `OS�D Metal Pan Ceiling N* w► eriybton. MN 05112 -1600 2 ' x 2' and 2' x 4' DESCRIPTION SHEET Today's correctional facility administrators and architects are being confronted with a new environmental design criterion - controlling noise. Increased noise levels are a direct result of typical building materials needed to maintain security and general overcrowding in prisons, This creates not only a poor living environment for inmates, but also a poor and unsafe working environment for correctional officers, leading to increased stress levels. Trussbilt Acoustical Metal Security Ceiling Systems are designed to reduce noise and reverberation in the detention environment. In addition to providing sound absorption, SecureDek provides protection and concealment of plumbing, electrical and HVAC. Excellent life cycle cost is one of SecureDek's greatest benefits. Because the ceiling system is all steel, maintenance and replacement are dramatically reduced over the life of the building. To assist you with your security ceiling and wall design, Trussbilt. has an established network of trained sales representatives to help you in the preparation of plans, specifications and,bddgets. Metal Pan Ceiling - Details Ceiling panels shall be nominally 24" x 24" (24" x 48 x 1" deep with sloping vertical.legs on all four sides. All ceiling panels shall be factory formed from perforated 18 gauge minimum A40 galvanneal steel. All panels shall be perforated with .080" diameter holes on .220" staggered, centers. When installed, the face of the panels shall rest on the inside of the exposed horizontal flanges of the main runners and cross tees. The sloping vertical legs of the panels shall snap in and lock positively and continuously under the bottom surface of the rectangular bulb of the tee sections, providing a visual concealment barrier without the use of exposed clips or fasteners. FOR APPROVA 15SUEu BY: � DATE: � Pan Ceiling System structure 10+099 An ASSA ABLOY 0. roup company ■ L V ED SEP - 7 2004 BUILDING . DEPARTMENT 403:01:01 Z ~ w JU UO C o 0 = w H �LL w J LL 0 = w Z� �-o Z E- w U ON 0 F—. W HP U- O ..Z w U =. O Z ._� SecureDek r Metal Security Ceiling Systems Tru Sb.l�f Metal Pan Ceiling 1112 Old Hlphway ! N.W. Nswerlahten,MN e0112 2'x 2' and 2' X 4' { I DESCRIPTION SHEET Fsisting Wan Fastener 2a• OC. • Type as required by wall construction .: Wall Molding Compression Clip 1" Thick 314 Lb Density (.80 NRC) Acoustical Insulation 'I— Heavy Duty Grid System SecureDek Panel locks Into Grid System Pan Ceiling System Structure - Detail 'I 1Q" 0 Into 914' 0 Galvanized Conduit (2) Tek Screws 12 Ga. Harper W1re Notch at Grid (Typical) f IL Access Panel Heavy Duty Tee as required Suspension System Tons® security screw 12" O.C. at (4) sides OD Aoceas Panels Pan Ceiling System Structure - Detail 2 i l�. z W � QQ 2: JU UO W= J F. CO LL W J . Lt Q U� ` ZF F— O z I!— W �p L) o� WW U O ll! Z, U= O~ Z W'0 Into 3l4 "0 Galvanized Condult (2) Tak Screws 12 Ga. Hanger Wire 4r It 'I— Heavy Duty Grid System SecureDek Panel locks Into Grid System Pan Ceiling System Structure - Detail 'I 1Q" 0 Into 914' 0 Galvanized Conduit (2) Tek Screws 12 Ga. Harper W1re Notch at Grid (Typical) f IL Access Panel Heavy Duty Tee as required Suspension System Tons® security screw 12" O.C. at (4) sides OD Aoceas Panels Pan Ceiling System Structure - Detail 2 i l�. z W � QQ 2: JU UO W= J F. CO LL W J . Lt Q U� ` ZF F— O z I!— W �p L) o� WW U O ll! Z, U= O~ Z 1PU i I 1 � AWS MICRO COM SYSTEMS LTD. ATTENTION ❑ The next image may be a duplicate of the previous image. [� Please disregard previous image. ❑ Please disregard previous 2 images. ❑ Please disregard previous 3 images. ❑ Other: Z Imo. �-Z JU U O' U U. J f=- S2 U- W O } J LL ?; Cl) = W H Z H, ` HO Z E- W j 25 U O- W H C.)` LL. O. ui Z P_ O Z Y. NOTICE: IF THE D I OCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT,. .,� SecureDek r Metal Security Ceiling Systems TrussblIt Metal Pan Ceiling 1117 Old Niphvr✓ay 4 N.W. NwV Brlphten, MN tiS1 /7• +eao 2' X 2' and 2 'x 4' DESCRIPTION SHEET Pan Ceiling System Structure - Detail 1 1/2' 0Into 314" 0 Galvanized Conduit (2) Tek Screws 12 Ga. Hamper WI►e ;r Notch at Grid (Typical) T Access Panel Heavy Duty Tee as required Suspenslon System Tonto secuity screw 12' O.C. at (4) aides OD Aoceea Panels Pan Ceiling System Structure - Detail 2 1� p. z ~ W Q � Q J U UO W= rr D U- WD UQ N d = W F— O z I—. W � p U 0 O I— WW H� u. O: tll Z L) O Z Fxdsting Wan 12" 0 Into 3/4"0 Galvanized Conduit Fastener 24' OC. Type as required i �� • by va Il construction (7) TekSUews 12 Ga. Hanger Wire • ' .. Wall Molding 4 • Compression CIIP i ` .. fYVVVN iT HIM • Heavy Duty Grid System 1" Thick, 314 Lb Density SecureDek Panel locks (,80 NRC) Acoustical Insulation Into Odd System Pan Ceiling System Structure - Detail 1 1/2' 0Into 314" 0 Galvanized Conduit (2) Tek Screws 12 Ga. Hamper WI►e ;r Notch at Grid (Typical) T Access Panel Heavy Duty Tee as required Suspenslon System Tonto secuity screw 12' O.C. at (4) aides OD Aoceea Panels Pan Ceiling System Structure - Detail 2 1� p. z ~ W Q � Q J U UO W= rr D U- WD UQ N d = W F— O z I—. W � p U 0 O I— WW H� u. O: tll Z L) O Z k' Trussbilt 2112 old Highwa a N.W. Naw enghton, MN 53112.1000 SecureDek Metal Security Ceiling Systems Metal Pan Ceiling 2'x2' and 2 SPECIFICATION SHEET 1.0 SCOPE OF WORK 1.1 WORK INCLUDED: This specification covers the materials performance, and related requirements for the Suspended Security Metal Pan Ceiling System - 24" x 24" and 24"x 48" including all necessary acoustical Insulation, suspension systems, and fasteners. 1.2 RELATED WORK: The following items of related work are not included In the section of the specificatlons. 1.2.1. Ceiling Lighting Systems; their components or Installation. 1.2,2. Ceiling Air Diffuser System; their components or installation. 1 2.o SUBMITTALS 2,1 CERTIFICATION: A manufacturer's certification of compliance with the acoustical performance required under Section 6.2 of this specification. 2.2 CONTRACT AWARD: After award of contract, shop drawings shall be submitted and approved prior to fabrication of the calling pans on their structural supports. 2.3 SAMPLES: A sample of the ceiling pan and suspension system shall be submitted for approval. 3.0 FIELD CONDITIONS The ceiling contractor shall verify all dimensions, elevations, and Job site conditions before fabrication commences. 4.0 PRODUCT COMPONENTS 4.1 SUSPENDED METAL PAN CEILINGS: Calling pans shall be nominally 24" x 24" (or 24" x 48') x 1" deep wlth sloping vertical legs on all four sides. All ceiling pans shall be factory formed from perforated 18 gauge minimum A40 galvanneal steel:. All pans shall be perforated with .080 holes on .220" staggered edges. When Installed, the face of the pans shall rest on the inside surface of the exposed horizontal flanges of the main runner and cross tees.. The sloping vertical legs of the pans shall snap4n and lock positively and continuously :.under. the. bottom surface of the rectangular bulb of the tee sections, and locked Into the perimeter channel by a• 20 gauge galvanized hold -down clip, thereby providing a visual concealment barrier without the use of exposed clips or fasteners. 4.2 SUPPORT SYSTEMS FOR SUSPENDED METAL PAN CEILING: The ceiling support system shall consist of main runners, cross tees, hanger wires, and compression struts. 4.2.1 MAIN RUNNERS AND CROSS TEES: Shall conform to the requirements of a system wide, duty classification in accordance with ASTM C635. They shall be a rolled- formed double web with rectangular bulb, using A40 galvanneal steel, minimum .018" thick, to an overall height of 1%' with a flange width of 1511 The structural member will incorporate double lateral rotary stitching to provide a more homogeneous component exhibiting Increased columnar and torsional strength. The cross lee shall provide a positive mechanical lock Into the main runners and locking splice. When assembled, the system shall carry performance characteristics in keeping with those necessary to achieve a Zone 4 seismic rating. 4.2.2 HANGERS: The main runners shall be supported from the structural calling by 12 gauge galvanized, pre - stretched, soft annealed, steel hung wire hung at points not exceeding 48" on center. 4.2.3 COMPRESSION STRUTS: Shall be composed of telescoping %* diameter and %' diameter steel tubing. The %" diameter tube shall extend down to the rest on the bulb of the main runner. At the other end, a length of %" diameter tube Is to be telescoped over the top portion of the %,' diameter tube and screw fastened to it with two (2) No.10 x 1 '/4 screws so the top of the %" diameter tube bears on the structure above and the bottom of the %' diameter tube fits snugly upon the bulb of the main runner. A compression strut Is required at each hanger wire at a maximum of 48" on center. 4,2.4 WALL PERIMETER CHANNEL: Exposed wall perimeter channel shall be of the same material and have the same finish as the suspension system runners. The perimeter channel shall also be roll- formed Into a 'C profile to accommodate a 20 gauge hold -down clip, thereby providing a concealed fastener system. Each hold -down clip shall be locked onto perimeter channel with two spring clips. 4.2.5 FASTENERS: Any exposed fasteners shall be a minimum No.10 size, pin Torx®, tamper -proof security screw. Fasteners for securing the wall molding to the wall are to be selected and furnished by the contractor and approved by the architect/engineer. 403.01.03 An ASSA ASLOY Group company ASM ABLOY old Z �Z �W 1�1 � JU UO W= H S2 LL WO Q � Q WQ 2 �W Z H O Z I— W W U� ON � E- W H~ U _ O W Z U= O Z SecureDek Truss:b���t i Metal Security Ceiling Systems 2112 Old N1oMMfy8N.w Metal Pan Ceiling N.W Eldghtc MN 63112 -1600 2'x 2' and 2' x 4' SPECIFICATION SHEET 4.3 ACOUSTICAL MATERIAL: The Inside surface of all perforated telling pans shall be covered with a Class "A' poly - encapsulated fiberglass insulation of sufficient thickness and density to provide the acoustical requirements as outlined In Section 6.2 of this specification. Z 4.4 LIGHTS AND AIR: Although not furnished by the ceiling system manufacturer, all light and air units are to be sized to fit Into and trim = Z off full module openings and shall be Independently supported from above by installing trade. �QQ 6.0 FINISH J V 5.1 CEILING PANS: All galvanneal steel surfaces shall be cleaned, rinsed and phosphate coated. The metal pans shall then have a 0 CO 0 factory applied, oil -free, TGIC Polyester, white powder coat applied to both sides at a minimum of 1.0 mil ( +/- 0.1) thickness (dry). W W 5.2 SUSPENSION SYSTEMS: The main runners, cross tees, and wall perimeter channels shall have a factory applied, epoxy powder —i H baked on finish coat color, matched to ceiling pans. W W O 6.0 PERFORMANCE 6.1 ACCESSIBILITY: Suspended metal pan ceiling system shall be designed and installed to resist the access to the plenum area ILL Q above, except through pre - designated access panels which shall be secured to the suspension system with pin TorxS tamper -proof to security screws. System compatible, hinged downward, access doors will be provided in locations Indicated on architectural reflected = d calling plan. _ 6,2 ACOUSTICAL REQUIREMENTS: The ceiling system shall provide a noise reduction coefficient (NRC) of not less than .80 when Z tested in accordance with ASTM C423 -84a In an E-400 mounting as defined In ASTM E795 -83. Z O W 7.0 MATERIAL PROTECTION AND iNSTALLTION j Q 7.1 MATERIAL. PROTECTION: Material shall not be delivered to the job she, nor installed, until all exterior openings have been closed U In and all concrete and other wel'works are completed, dry, and malntalned ata constant•amblent temperature of not less than fifty 0 degrees (50) Fahrenhelt.. — W 7.2 SITE INSPECTION:: Prior to Installation of the ceiling system, the genecal'contractor; shall verify that the structure and surfaces U i provided ,by:other_trades , are: properly : buift to the dimensions shown on•the approved ceiling shop drawings;- the structure Is 1L H ready to recelve the 641ing system; that all other trades having any scope of 'work which falls above finished ceiling height, and/or is — O ontalned -above those which are to recelve?lhe c6IIIn s tem; are complete; - and that the area totail or: a con Y' P Y g' Ys P ti.i above height, 6r p less than six (6) Inches,•Is•completely all'mechanicals, ducts, electrical, V — CO plumbing, HVAC, security, or any other systems which could Interfere with the Installation of the ceiling system. All discrepancies p _ ~ shall be corrected prior to commencing installation. Z 7,3 INSTALLATION: The ceiling systems shall be Installed with ASTM C636 In layouts as reflected on the approved shop drawings and In compliance with the manufacturer's instructions. The suspension system and wall moldings shall be Installed plumb and level. Except for the openings for light, air, Ore protection, or access shown on the reflected calling plans, all openings or notches required in the ceiling pans shall be field cut by the trades requiring the openings. i 8.0 QUALITY ASSURANCE 8,1 MANUFACTURER QUALIFICATIONS: Company specializing and regularly engaged In the domestic manufacture of metal pan security ceilings with a minimum of three (3) years experience in the manufacture of correctional security ceiling systems. 8,2 ERECTOR QUALIFICATIONS: Company specializing In the Installation of metal pan security ceilings, approved by the manufacturer, and having a minimum of three (3) years experience In the Installation of correctional securfty ceilings systems. 9.0 ACCEPTABLE MANUFACTURERS 9.1 SUSPENDED SECURITY METAL PAN CEILING SYSTEM: Shall be SecureDek Metal Pan Callings as manufactured by Trussblft, New Brighton, MN (651) 633 - 51.00, or equal as approved by architect In accordance with Section 9.2 below. w 9.2 SUBSTITUTIONS: Celling systems by other manufacturers may be substituted only after written approval of the architect, such M . approval being received tan (10) calendar days prior to the bid opening, so land the proposed system meets afi the requirements of this specification.` 403.01.04 An ASSA ABLO.Y company ASSA ABLOY .Group �:4 y 1 /ea��ee4 b/: 44 ZO.3 41U - JJiJ 3 Key :' Mogul Doom Swinging Secu evel: Medium/Maximum eadla y t�h DESCgIPT10N• Series 120E Deadlatches are pin tumbler, solenoid - operated locks for swinging doors. Specify keying as follows: 1 Keyed case side 122 Keyed cover side 1 Keyed both sides APPLICATIONS: Series 120E Deadlatches are suited for virtually any medium or maximum security application 'In- cluding cell doors, sallyport or egress doors, corridor or entrance doors. Sensitive administration areas of an institution may also warrant 120 Series locks. These jamb- mounted locks are de- signed to be part of an electrical system with remote operation monitoring to provide supervisory personnel with optimum protection and flexibility. OPERATION - I Standard (1): Series 120E locks unlock when the solenoid is { energized by a momentary - contact switch. Once unlocked, the latchbolt is held mechanically j retracted until the door is opened. It then extends automatically. Two i additional variations on this operation are offered in 120E Series locks: Without latchback (11 a), 04; Once unlocked, the latchbolt Is held retracted as long as the sole - noid is energized, A maintained- contact switch may be used to keep the latchbolt retracted for an extended period of time; Knob Release (2):'120E Deadlatches may be specified with knob release on one side, where the knob is always active. Knob may be mounted the case side, or the cover side. Key holdback (3): When un- locked by key, the deadlatch remains retracted until relocked by turning the key in the opposite direction, Available one side only. Note: Key cylinders for locks with koy holdback feature must be installed at the factory. TESTING: 120E Series Deadlatches and Maxi - Mogul Key Cylinders have been tested to 1,000 operations. STANDARDS COMPLIANCE:. All series 120E locks are UL1034: Burglary- Resistant Mechanisms, and some are 1_11_10B listed as Fire Door Accessories to a three -hour rating. Key holdback models are not UL10B listed, Maxi -Mogul Key Cylinders are •UL437 listed. ASTM F -1577 Grade 1 – Impact v STANDARD FEATURES: -.Indication switch —A lock status switch monitors the latch bolt extention and its deadlocked condition. Solenoid voltage --120 VAC. Superior durability — Working parts of stainless steel afford greater strength, durability and corrosion - resistance. • Standard lock size —All models use the same size case, cover and mounting holes for simplified installation and frame . preparation, • External, two -piece plug connector (not shown) —All models install without cover removal. Simple plug -in connec- tion to field wiring. • External mounting holes — Ease installation, and eliminate the need for cover removal, • Standard lock -- Mounts behind frame and does not require a faceplate, RECEIVED SEP - 2 2004 BUILDING DEPARTMFf • 1" throw latchbolt —Offers greater security. Each bolt has_bardened inserts to resist sawing. When latchbolt is engaged in strike, bevel is con - cealed to prevent picking. • Mechanical unlocking by keys -- Specify Folger Adam Mogul cylinders or Maxi -Mogul high security cylinders. See Keys and Keying Systems section for details. Note: Key cylinders for locks with key hcldtack featara must be ire :alled at the factory. Investment -cast stainless steel strike -- Furnished with four TorxT tamper- resistant screws, • Continuous -duty solenoid —For Instant action, • Finish = Standard is USP. OPTIONAL FEATURES: • Local electric key (LEK) —A unique function which uses two types of keys, One key turns in one direction only, and operates the lock electrically. The supervi- E -10 0 oq lq Z W r � JU UO Cl) H CO W W J LLj cl) a. = W H Z �_ HO Z�_ W W U� O- OH W H- -O Iii O ct) O� Z 1 111� 11;11:3611 os.Ta.,. L�i a!"' f" • `.:�y'.., ''... .... ... .. ..... ». ... �.r.. _....«.:.�.. v..... ��.: ..'...«':.'- .......__.... -....— .:'= �..�......•r ;,.. �,.,. ,.•w•wr;•tt *'.1t�'Arx,�.. , { sory key turns in both directions to operate the lock electrically or mechanically. The electric op- eration may be cancelled from a central console or control point at any time via a three - position switch. For applications where Inmates carry their own keys, but supervision is necessary. The Maxi -Mogul Key Cylinder is uniquely suited for this high frequency operation, shown by cycle -tests of 1,000,000 opera- tions, w7 1•� SPECIFIC ....,,:., ,+ ATiQJ JS:: :'r' , •�•: 'r'�ECECT;f ICALt� :Case and'cao -:r r ,, t ! er',10 gauge• dteel:':;; �J , '',;,,,�GHARACTER/5t7CS::"�:', Latchbbtt�T-Yn�es ;maitt�c:ast'stainless -.' nrush :75• ';;;steelwijh%harclened�ln ., ��s olenoid�V 'ottage :l•20•VAC;,ti3%�rrip's•'� •••�•'� bens;- 1':th'row;, t:' a mps'saa ,• �,DeadloCkleVgr�,Stairiless'ste t ' ' " � �'`' fed ; ,•'s „�' e,,.adjust -;•, �.230VA r '•: ,,:,, . ; C., 6,6 L Bch operii a . .. able f rtisti; . ordao -gap varishbns`:•r' < rr •:c i f rig.d6as na illoEV• '' , "`� a m c1CC259•tC:_;• PSSt' �� 6d. :��;,j�y:�:i+t :, �� :. ' ''':inecFianisrR.;:•,.,''• "�: ;;`,;�:�':•� ,..; , :.,.;•;.:,,..r•::�':r•'.••., •:'•'= ,. a I k'anct'au?cilia ""� %'' ';RellerBoft =: Investment' as atat I: �: � Switches:.' :Ds ;d cc � ;.;•�•;" :SPOT; UL••listecf:•1�,::•.;;” tli'stalnless'stee� roller j = Rating:.:::';:, amps' ®':T25 pr. % 250'tVA �.;•. •',:= :Oparati(tg lever- 5tairiless steal•:to, � "• ;:;,,• •••r• • +•• • , r • •• ;•••;!• ,:,o eiate.with•solenoid: '.�•'';. • .,;'' "';,'•.:� :;.:a �'.�'7tf1{C'E -1 V8 R1 r �• ° '�, .�� "• _. , j:• , �•,.;., i _ +, 9t ,enfcast:st'a? Mess •sfael'•r;. • -;'^t' •:. �:::� ^.• Atachaci h ,•; . Y ;';;`; s; i t.: :: • ,vwil •.screws:in jtivO; d'rrt~ctioits > ;•.; �;�,: >' s•' -ri• • !•:• • .: ,- 'x °� :'Sole of 2 :a cnti�itious dinjE i `•• •': -'':`•'' �::'_: ?.' ;.r >:,i� � : ;;, _:�•:.. r • "staiiiiess'stee gu des:= p�C optfon�l °:; „,. , ; � ,• >: •' -'r'' � , _.� +•_.: ; r`�' -: *, Sptingsr- ;S;alriles'ssteei . •r.: r,; �. i:;. :.�: -.:;�: r.: • Key cylinder extension- -•When the lock is keyed on the stop side DiMENS/DNVALDATA: of the jamb, an extension elimi- AVAILABLE 3 .1 /z , . Siardarct;(7) ; pates the need for a special, • '� ":: ,; )C '' �'; `i ` -_ •k• i20E- .1 -04' �. 5 -3/8 recessed frame pocket. ., �X Optional solenoid voltage•— VAC, 120E-2 -01 o X 230 60 Hz- X X 120E -2.04 Knob Rel, (2a) - X Finish— Galyanized, X 01:1.' Kay Holdb'sgk - _120E�3 ;;1ZOE•9.0¢' i<ey'Floldback.(3s) �. :' :X _; -:,:�{ '3'' :_•': ', `, 12" NO i e: For. reference oniv, not to be use-8 The following chart shows applicability of above options to all 120 models, as a template, ° o ---z. MODEL NO. OPERATION LA7CHBaCK • INDICATION SWITCH LEK DESCRIPTION WITH w I Tri OLiT DEADLA7CN. For complete derails, see How To Specify, this section, RECEIVED SEP - 2 200 BUILDING { DEPARTMENT . A SISECU INC. 16300 W. 103rd Street, Lemont, Illinois 60439 Phone; (630) 739.3900 • Fax: (630) 739 -6957 1 -800- 966.6739 www.folgeradam.com - ;-Mail sales 0 folgeradam.com ® An ASSA ABLOY Group company ASSA ABLOY E•11 Printed in U,S,A. FA Rev. 09.01 , l ' f.i. lazy ,.. .;�, ..�. :.,.s,..in..� e } s'4r.`�r�.N4 e:eti'. •.. l :ara4},�5,: ,lx�'., .'..'v::�. �,a�`,;�+�: :SJR�tid i Y Y7�� 8 Q = Z ~ W �U UO W = J � LL W U_j N = W ZO W U to off wW F– H LL Z W U= O Z AVAILABLE •120E =i�Q1 ' . Siardarct;(7) ; 'X;• '; • '� ":: ,; )C '' �'; `i ` -_ •k• i20E- .1 -04' ,'� Standard (jal':;,.: �' r ,X ., �X • 120E-2 -01 Knob Rai, (2) X X X 120E -2.04 Knob Rel, (2a) - X X X 01:1.' Kay Holdb'sgk - _120E�3 ;;1ZOE•9.0¢' i<ey'Floldback.(3s) �. :' :X _; -:,:�{ '3'' :_•': ', `, For complete derails, see How To Specify, this section, RECEIVED SEP - 2 200 BUILDING { DEPARTMENT . A SISECU INC. 16300 W. 103rd Street, Lemont, Illinois 60439 Phone; (630) 739.3900 • Fax: (630) 739 -6957 1 -800- 966.6739 www.folgeradam.com - ;-Mail sales 0 folgeradam.com ® An ASSA ABLOY Group company ASSA ABLOY E•11 Printed in U,S,A. FA Rev. 09.01 , l ' f.i. lazy ,.. .;�, ..�. :.,.s,..in..� e } s'4r.`�r�.N4 e:eti'. •.. l :ara4},�5,: ,lx�'., .'..'v::�. �,a�`,;�+�: :SJR�tid i Y Y7�� 8 Q = Z ~ W �U UO W = J � LL W U_j N = W ZO W U to off wW F– H LL Z W U= O Z SA%BEY Four oorila International Blvd 206/281-092C 06/ 06/ 281 - 092(. """ Anle e CONSTRUCTION Seattle, WA 98168 -5121 www.sabey.com Transmittal No. 00267 PROJECT: DHS TI Work DATE: 9/27/2004 TO: City of Tukwila REF: Drawings- Revised Cover 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 Phone: Fax: email: I ATTN: Bob Benedicto WE ARE SENDING: SUBMITTED FOR: ACTION TAKEN: ❑ Shop Drawings /Submittals ❑ Approval ❑ Approved as Submitted ❑ Letter 9 Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit 1__0 1 Copies for Approval ❑ Plans ❑ Submit j 0 Copies for Distribution ❑ Samples SENT VIA: ❑ Returned (0 Copies ❑ Specifications Rr Attached ❑ Returned for Corrections ❑ Other: 0 ID separate Cover ❑ Due Date: ITEM COPIES DATE ITEM NUMBER DESCRIPTION 1 3 9/21/2004 DHS 95% Drawings w /Revised Coversheet Remarks: CC: Signed: Doug G4dner f Rev. sk 03/05/02 , .•. il....u� 4,'r�.i.:.�� }.v ;.:n., N.- v.a.r.:.:,n ' Sti%. i.: Y•. ut�. Ni4w. i'. LJ: LAffr• �2 'S�bJd++"ti.li..5i,�:1s+:::'.L: f.A,.l iir: s%: �f. fl aYi�i��LiLtJttie4u�i.. i. a�a. �u. � .v;i::.x'.y.c Z Z JU 0 CO) J = H CO) LL w IL Q CO) a _� W Z F O Z l!_ 2 5 U� O cr). O H WW H LL O . Z . W U= O H Z .V' 1 -* LANCE MUELLER & A " :"3OCIATES A R C H I T E C T S • A I A May 26, 2004 Mr. Ken Nelson Senior Plans Examiner CITY OF TUKWILA Tukwila Building Division 6200 Southcenter Blvd. Tukwila, WA 98188 Re: DHS TI #D04 -097 (LMA #02 -135) Dear Ken: 9y� T '''�1 ° •,, q ,o FRM /rc � O � SI FNT FR We are in receipt of your Review Comments dated May 10, 2004, which I discussed on the phone with you last week. Based on that conversation I have the following clarifying information for your review. This information is listed in the order of your comments. 1. No rated corridors are needed based on the Uniform Building Code Section 1004.3.43 exception 6. This exception deletes the rated corridor requirement in Group B occupancy when the construction type is I and the building is sprinklered. Areas in the building that are Group A occupancy is segregated by 2 -hour horizontal separation walls so rated corridors are not required. 2. The attached reflected ceiling plans have the lighted exit signs shown and indicate which fixtures are for emergency lighting. Both the emergency lighting fixtures and the lighted exit signs are connected to the emergency generator. A key has been added to the drawing which indicates the symbol on the plan for emergency lighting and exit signage. 3. Attached to this letter is a revised Lighting Summary for your records. We have also added a series of lighting note on each reflected ceiling plan. These notes indicate how the intent of Energy Code Section 1513 is met. 4. The handicap evacuation plan will be provided by the DHS for the office area and the detention area. This plan will be submitted for your review by June 30, 21004, On Friday the 21 st we met with Lt. Randy Edwards of the City of Tukwila Fire Department to determine the location of the fire extinguishers. As a result of that meeting we have located the 2A -10BC extinguishers on each of the seven levels. To meet the code requirements we are providing at least 11 extinguishers on each floor in accordance with the code requirement of 1/3000 s.f. of floor area. In order to meet the second requirement of travel distance to extinguishers of 75 feet, most of the floors have additional extinguishers CORRECTION `TR "--I� D04 -094 130 LAKESIDE • SU 250 • SEATTLE, WA • SB122 • (2061 325 -2553 • FAX: (206) 32B -0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS z Z. �w D 00 w� CO) IL w 0 LL ¢ CO) = a �w z �-- 0 Z w �o U ON O F— w U- 0 W Z - U =. O ~. Z May 26, 2004 Mr. Ken Nelson Senior Plans Examiner CITY OF TUKWILA - Tukwila Building Division Re: DHS TI #D04-097 Page Two 62 I trust that with this information you will be able to complete the Plan Review and issue the permit in a few days. Thank you for your assistance. Sincerely, LANCE MUELLER & ASSOCIATES /ARCHITECTS NK-CD-1/DHS-9.LTR Z Z' W, U O+ U) LIJ CO LL W 0� U. co UJ. M z 1— W LIJ; 5; 13, CO. 10— W LLJ: X z a ;t `y 1908 � May 13, 2004 W City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Dave Leng 12201 Tukwila International Boulevard Tukwila, Washington 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -099 Department of Homeland Security —12500 Tukwila International Boulevard Dear Dave: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Ken Nelsen, Senior Plans Examiner, at (206) 431 -3677, if you have questions regarding the attached memo. Please address the attached 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a m essenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, t� Stefania Spencer Permit Technician r i encl xc: File No. D04 -099 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 Z I- w D .J U UO co LLJ �o J � CO) L W u_ to = C'1 �w F— O w �. w U U) O— w L llt Z CO) O Z ' l 2. The reflective ceiling plans do not identify the locations of the required exit signs or egress illumination lighting found in U.B.C. Section 1003.2.8. The egress identification details are needed to review the general intended "Means of Egress ". Provide the additional detail on revised plans. 3. Regarding Energy Code lighting compliance, the methods for accommodating lighting controls and day lighting must be detailed on the plans per Washington State Energy Code Section 1513. The lighting control information must also be completed on the State Lighting Compliance form, submitted earlier. 4. The Area of Evacuation Assistance required by Washington State Amendment Section 1104.1 has been identified on the plan set cover sheet to be accomplished by using Section exception number one. Provide this office with the required "Evacuation Plan" documents required by the referenced design exception. Should there be questions on this requirement, feel free to contact the Building Division office at 206 -431 -3670. No further comments at this time. An G, k . mr. > •ax.. wn�. •x*e.sv.r.m.•nexv.c*nv.awazrrNrc e1N@ r.*tuMr.�`��tfSM1'�Lfd'w!rornt�'wa Z BUILDING DIVISION REVIEW T Z W D Date: May 10, 2004 00 Project Name: Dept of Homeland Security Tenant Improvement permit application CO W Application #: D04 -099 � � Plan Reviewer: Ken Nelsen, Senior Plans Examiner D U_ W A general Building Division plan review has been completed on the subject project. Please U address the following comments in an itemized format with revised plans, specifications and /or w other applicable documentation. Z F 1. A number of electrical closets and similar spaces constructed under the shell permit are r- o w W accessed from the new rated corridors throughout the building. These spaces are not shown to be protected by one -hour rated construction and rated door assemblies on shell o 0 plans or in the tenant improvement plan sets. Examples of this condition are; o (1) Second floor spaces 206, 210 and 232. i 0 (2) Third floor spaces 306, 310, 328 and restrooms. �- (3) Fourth floor spaces 406, 476 and restrooms w z CO To sum up, maintain the continuity of the rated corridors by revising the ,plans to show the o X rated construction and assemblies as necessary. z 2. The reflective ceiling plans do not identify the locations of the required exit signs or egress illumination lighting found in U.B.C. Section 1003.2.8. The egress identification details are needed to review the general intended "Means of Egress ". Provide the additional detail on revised plans. 3. Regarding Energy Code lighting compliance, the methods for accommodating lighting controls and day lighting must be detailed on the plans per Washington State Energy Code Section 1513. The lighting control information must also be completed on the State Lighting Compliance form, submitted earlier. 4. The Area of Evacuation Assistance required by Washington State Amendment Section 1104.1 has been identified on the plan set cover sheet to be accomplished by using Section exception number one. Provide this office with the required "Evacuation Plan" documents required by the referenced design exception. Should there be questions on this requirement, feel free to contact the Building Division office at 206 -431 -3670. No further comments at this time. An G, k . mr. > •ax.. wn�. •x*e.sv.r.m.•nexv.c*nv.awazrrNrc e1N@ r.*tuMr.�`��tfSM1'�Lfd'w!rornt�'wa i i vlf 1908 t City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 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 will not be accepted throueh the mail or by a messenizer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefani Spencer pencer Permit Technician Enclosures File: Permit File No. D04 -099 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 o Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 .+,: �',:. i � ;; :. ti3:`.:r r�;• xc. �' �a4.: .i;.:.�.(ys:�Ikv��r.�..:..:s.Ww • • v z W March 26, 2004 QQ JU Mr. Dave Leng N 12201 Tukwila International Blvd. � Tukwila, Washington 98168 H CO u-. W O. RE: Letter of Incomplete Application #1 Development Permit Application D04 -099 Q� Department of Homeland Security – 12500 Tukwila International Blvd LL Q CJ Dear Dave: W Z This letter is to inform you that your application received at the City of Tukwila Permit Center on March 22, 2004, is O determined to be incomplete. Before your application can continue the plan review process the following items need W to be addressed: 2 5 N. Building Department: Ken Nelsen, at 206 431 -3677, if you have questions O concerning the following: F W 1. Please provide plan verifiable watts per square foot calculations per the Washington State Energy F"' - Code. O` LLl z Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other: U CO documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. z 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 will not be accepted throueh the mail or by a messenizer service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefani Spencer pencer Permit Technician Enclosures File: Permit File No. D04 -099 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 o Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 .+,: �',:. i � ;; :. ti3:`.:r r�;• xc. �' �a4.: .i;.:.�.(ys:�Ikv��r.�..:..:s.Ww • • v t PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -099 DATE: 09 -27 -04 PROJECT NAME: DEPARTMENT OF HOMELAND SECURITY SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Correction Letter #� Response to Incomplete Letter # X Revision # 1 afte permit is iss DEPARTMENTS: q_ Build ivisi n Public Works ❑ Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete [� Incomplete ❑ Comments: DUE DATE: 09 -28 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS Tstructural ING: Please Route Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: 10 -26 -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 PEK! T Coo pn COPY ❑ No further Review Required ❑ DATE: z �Z �w JU UO N C0 Lu J = S2 LL w � = w E- _ z t- O z F_ W5 U ON 0H w LL O W z 0- O z PERMIT COORD COP PLAN REVIEW /ROUTING SLIP i ACTIVITY NUMBER: D04 -099 DATE: 05 -27 -04 PROJECT NAME: DEPARTMENT OF HOMELAND SECURITY SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BLVD Original Plan Submittal esponse to Correction Letter # _Response to Incomplete Letter # Revision #�afteribefore permit is issued DEPARTMENTS' Jv / r O Bui in sion Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator (� DETERMINA N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -01 -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: APPROVALS OR CORRECTIONS DUE DATE: 06 -29 -04 Approved Approved with Conditions (� Not Approved (attach comments) F Pp ❑ PP 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 sUp.doc 2 -28.02 ❑ No further Review Required ❑ DATE: z �Z �w 2 �U U cf) co LU J = H C0 U . w U. UD �. w Z f - O z t- w w U� O C 0H W W F- L o LLI Z U CO O ~' z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -099 DATE: 04 -09 -04 PROJECT NAME: DEPARTMENT OF HOMELAND SECURITY SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Incomplete Letter # 1 Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENT 44 � At&, 4-o-v BuWg n ion [� Fire Prevention ❑ PI nning Division Publi orks Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 04 -13 -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: 1 TOES /THURS ROUTING: i i Please Route d Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 05 -11 -04 Not Approved (attach comments) DATE: Permit Center Use Only _ CORRECTION LETTER MAILED: O'i3'O y Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2.28.02 0 ❑ No further Review Required DATE: z z �W �U 00 Cl) co W W = S2 U_ W ti? � = w z� z� W W U� O- 0 F- W F- H LL O z W CO O F.. z 1... ts� v 1.. 1.,lec, v' >i�,.rx.i.�.. .7'; ,7 �,L. ens• "" f PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -099 DATE: 03 -22 -04 PROJECT NAME: DEPARTMENT OF HOMELAND SECURITY SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENT Buil ing Division Public Works Planning Division 0 Permit Coordinator A St AWC) �4 'I-a f Fire Prevention • Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete ti❑ Incomplete [( Comments: DUE DATE: 03 -25 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: 7 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: i Please Route ❑ Structural Review Required I REVIEWER'S INITIALS: 7 APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 04 -22 -04 Not Approved (attach comments) ❑ PERMIT COORD COPY Documents /routing slip.doc 2 -28 -02 iS x,z:. - i� ;,(a:.� "'U.' =:u7 t ;li...tJ .x ,, ,� "iimdV„�L`1:r � ii:u`v�� +f:: `'�.u;:^u�Wf' iiw:V' idts��% 1 :• � .1.v"�44 ,, _ ❑ No further Review Required DATE: z '~ w JU UO U) o co W J = CO LL w 9_j L� � =w z F- f- O z I_ w 25 U U)_ o F_ wW LL O w z U= O ~' z PROJECT NAME: Z> 4Z � '° �ks�Nl0 �F,Cu./�.T� P ER,ti1= ' N O:. /�V/ �'D �9 Site -r- Address: �Z.Soo 7&. iw,�a, f.��y�C � ��a Origin.( Issue Date: soy REVISION LOG Revision No. Date ` Received Staff i Date "Staff I Initials ( Issued Initials als i q -2 ? -OY i ,QLI� Summary of Revision: A` 2:1 , 1 2 - 0 1 7/42,64. 4-0 A2. /fig T/ A -K, Z 1.92,1,,# 7 A Received By: Received By:�j' (please print) Revision No. Date Staff I Received i Initials Date Staff I Issued I Initials I I I Summary of Revision: Summary of Revision: Received By: (please print) Revision No. Date Received Staff I Initials Date I Issued Staff I Initials Summary of Revision: Summary of Revision: Received By: Received By: (please print) Revision Date No. Received Summary of Revision: Staff I Initials I Date Issued Staff Initials Received By: (please print) Revision No. I Date Received I Staff Initials I Date I Staff Issued i Initials Summary of Revision: Received By: (pease print) +& M����ti:«{ ei1�X, �+:^ wlE�.' S�y�,. �.« d" �5"' ��x�. �i. �.' ��'.w'"a:.�•�a�n�+r��'�'d��v��, " 5�. w! �. x'! r4tXa+ 3�1�iXS�?F?F5� '.d.��i�?`t�u:.na,.„r,..:' +e,, :�`., i I�. z ~z �w 0 UO 0 CO H S2 LL w LLQ cl) = �w Z r- O z F-- w w U� O- oll-- w w HP U- O z w U O = ~ z MOW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: htW : / /www.ci.tukwila.wa.us id Steven M. Mullet, Mayor i REVISION. SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: 0� ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # (M Revision # � after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name:_ Project Address: Steve Lancaster, Director Contact Person: �(i NA.>fil0.//' Phone Number: Summary of Revision: Z `.- W W ui JU UO 0 Ww CO) LL w 0 LL Q co) = Cd �w Z = F- 1— O w �5 UC3 0— . D I— W W o U- 0 w Z co O Z i rITY OF TI A I SEP 1 0 i 2 2 04 i PERMIT CENTER Sheet Number(s): - • " "Cloud" or highlight all areas of revisioh including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on app lcations orms -app lcatlons on Ime\revlsion submittal Created: 8 -13 -2004 Revised: '�ki+!`fr'siaa�i4A�i%:iSc��R '" s ss i Forwarded by DigiTel for: 2063280554 - 05/24/04 - 8794 - 01391013 - 4 Page(s) 05/24/04 MON 09:27 FAX 206 '' 0920 Sabey Corporation r'� Q 004 h City of Tukwila Department of Community Development - Permit Center 6300 Southccnter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ISION�SUBM. ] TAL Revifion submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: 12 �- S/- Plan Checlu?ermit Number: D04 -099 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: _ DEPARTMENT OF HOMELAND SECURITY Project Address 12500 TUKWILA INTERNATIONAL BLVD Contact Person_ Da ve Lerig Phone Number 1- - Summary of Revision: cSEE /��iae/af� L�fiT�Y�- dc5�/z /t3�'�G ES GS�S 7o6 G oa- -, t �s ArTi� -� Z-4 C _ T UB r r•. . e nnnn 71ASJ P5 Tr A 2 z A. 774? Sheet Number(s): T/ AS - 5 4, E - ASS 4A�,` -5• "Cloud" or highlight aA areas of revision including date of revision 2.3A- 71 SSO I 46.1A, Ayr Received at the (:ity of Tukwila Permit Center by: 'SlG� ❑ Entered in Sierra on 5 `0 " el 05/ l �/04 •..� .'.: r. .'`�•, .•. r;.i '�uf �lal Y•i �> 1 � Svi `'�"•5:' J'hSk.(xur';�'1• � \•l�r�' M.• +< ♦yv^ilua+a�1'ei�yM.' .�Ati.Y: .+i.rL:+A... 't✓:•5 Jeh:LL..ev.r.r.r.. z ~ w 00 J = F- Dw w 2� LLQ 2 F. W z F- O z h- w w U� O� 0H W F- F- !:6 w z U C/) F_ O F- z �i " z �O _— Ui n zm o .� 0� m m -� v o vc c m -1 z o - 1 i M p� D "n r� o rn� vN 00 nr c� -Z i = D Z cvz ,6W City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 ;REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Lo Plan Check/Permit Number D04 -099 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after/before Permit is Issued ❑ Revision requested by a. City Building Inspector or Plans Examiner Project Name: DEPARTMENT OF HOMELAND SECURITY Project Address 12500 TUKWILA INTERNATIONAL BLVD T R ' Or UKMLA 2004 PERMIT CENYEA Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Z;!!�S Entered in Sierra on y f -6 \exr iA 1�5 03/26/04 z 3: w UO 0 CO H CO W w 0 9-J U. CO = a �w Z �- 0 z i— w o D U ON o�- W W. LO z W U= O~ z Contact Person DAVE LENG Phone Number I: I " F635- 052.000 (07) --- — — — r - - - - -- — DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS - CONST CONT GENERAL . -REGIST # •, EXP DATE C60f 8ABEYCI033KM'01 /06/2005 EFFECTIVE DATE 05/14/1997 SABEY CONSTRUCTION INC 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 98168 -5121 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Please Remove REGIST . . # EXP ." DATE And Sign CC01 SABEYCI033KM 01/06/2005 Identification EFFECTIVE DATE 05/14/1997 Card Before SABEY CONSTRUCTION INC Placing In 12201 TUKWILA INT' L BLVD Billfold 4TH FLOOR SEATTLE WA 98168 -5121 Si�sn;(ure lssued by DEPARTMENT OF LABOR AND INDUSTRIES F62i -052-000 NIP) Z •'~ W W JU u CO U: Lu LL w O �Ei u¢ S2 =w r Z� f- O Z W W �p O N. O !- wW F=— U LL �Z U O Z NO.' y k a Alk cl!z dr ]tit of Homeland 11;ecur 9 ikYaS gton ZONING CODE DATA: STATISTICS . BUILDING CODE DATA: . ZONING: MIC /L, C / u, LDR BUILDING GROSS AREA EXIT LOAD CALCULATI OCCUPANCY GROUPS: _ r - -1 SETBACK REQUIREMENTS: 4TH FLOOR 33,776 S.F. OCCUPANT LOADS: A -3 1/15 1/100, S -3 1/200, FRONT 20' 3RD FLOOR 34,597 S.F. OCCUPANT LOADS F -1 1/200, S -1 1 .1 N. SIDE NONE 2ND FLOOR 35,072 S.F. UBC GROUP OCCUPANT RESTROOM OCCUPANCY SEPARATIONS: p, , 1ST FLR. (GROUND FLOOR) 37,717 S.F. (TOTAL 141,162 S.F.) -- ,�, LOAD LQ� F -1, S -1 TO S -3 1 -HR.• S . SIDE NONE � A -3 to S -3 3 --Hr.; B to S -3 1 -Hr.; PARKING LEVEL ONE 40,289 S.F. OFFICE 8 1/100 1/2 00 T PARKING GARAGE S -3 1 _ S1 to S3 4 -Hr , B to A--1 1 -Hr., REAP NONE PARKING LEVEL TWO 40,289 S.F. /200 NONE LANDSCAPING REQUIREMEN T 300 NONE 13 to S3 4 F , ., J3 to 82 2 Hr. PARKING LEVEL THREE 39,379 S.F. STORAGE S -1 1%300 1/5000 CONSTRUCTION TYPE: TYPE I floe 11 N. FRONT 5' ®U!IC /L, 15' ®C /LI ., A -3 1/15 1/30 TION: AUTOMATIC SPRINKLER SYSTEM THROUGHOUT IRE PROTE„ SYSTEM .� I TOTAL 261,1 19 S.F. ASSEMBLY NONE PARKING PROVIDED DETENTION CENTER I -3 1/240 1/15 , S. SIDE 15' ®C /LI EMPLOYEE PARKING (E) EGRESS WIDTH FACTORS ALLOWABLE AREA: UNLIMITED REAR NONE NUMBER OF STORIES ALLOWED: UNUM�TED � OUTSIDE - 57 STALLS (55 STANDARD. 2 H.C.VAN) � �� � STAIRWAYS AND CORRIDORS 0.3 INCHES /OCCUPANT EXTER'JR BEARING WALLS: 2- HOUR LESS THAN 5' FROM LOT LINE BUILDING HEIGHT: BUILDING GARAGE OTHER EXIT COMPONENTS (DOORS) 0.2 INCHES /OCCUPANT 4 STORIES LEVEL P -1 - 72 STALLS (62 STANDARD, 8 COMPACT, 2 H.C.) EXTFRIOR NON BEARING WALLS: NON RATED GREATER THAN 40 , PARKING RATIOS: LEVEL P--2 - 80 STALLS (70 STANDARD, 8 COMPACT, 2 H.C.) 4NTERIOR BEARING WALLS: 3 -HR. LEVEL P -3 - 68 STALLS (38 STANDARD, 28 COMPACT, 2 H.C.) EXIT LOAD PER FLOOR INTERIOR NON BEARING WALLS. 1 -HR. PARKING REQUIRED EMPLOYEE PARKING (E TOTAL - 277 STALLS OFFICE 3.0 CARS PER 1000 SF NET USEABLE AREA (225 STANDARD, 44 COMPACT, 6 H.C., 2 H.C. VAN GROSS OCCUPANT OCCUPANT NUMBER EXIT LOAD STRUCTURAL- F'RAMF: ( COLUMNS AND SHEAR WALLS ): 3 - HR. LEVEL AREA AREA LOAD OF EXITS PER EXIT OCCUPANT GROUPS PROJECTED FLOOR STRUCTURE 2 - HR. VISITOR PARKING PROVIDED - ROOF STRUCTURE: 2 - HR. _ 406 STALLS FOR VISITORS PUBLIC PARKING (P) ht -5 (ROOF) 900 870 1 1 _ . EMPLOYEE PARKING PROVIDED SURFACE - 101 STALLS (93 STANDARD, 3 H.C., 5 H.C. VAN) L -4 (4TH FLOOR) 33,776 30,156 Or .41 2 151 B EXTERIOR OPENINGS PROTECTS(' LESS THAN 20' () SHAFTS: 2 -HR. WITHOUT SPRINKLERS, 1 HR. WITH SPRINKLER 279 STALLS PARKING STRUCTURE l - (3RD FLOOR) 34,597 31,055 310 2 155 1,055 /�,, LOADING SPACES: UPPER LEVEL - 148 STALLS (115 STANDARD, 33 COMPACT) 0 60A 0r*m Offk(6 EXIT ENCLOSURES: 2 -HF - LOWER LEVEL - 156 STALLS (126 STANDARD, 30 COMPACT) L -2 (2ND FLOOR) 35,072 30,824 478 3 159 3,000 (A -3), 2 ,82 EXIT STAIR ENCLOSURES : 2 -HR.' 2 PROVIDED ONE SPACE AT . 10'X30' AND ONE SPACE AT 12'X65' PUBLIC PARKING P TOTAL - 405 STALLS •j � BICYCLE SPACES: ( ) L -1 (1ST FLOOR) 37,719 29,688 729 4 180 2,000 S.F. (A-3), ,000, 24,688 (B) HANDICAP EGRESS : PR ,,VIDE QUICK RESPONSE SPRINKLER HEADS AS PERMITTED BY (334 STANDARD, 63 COMPACT, 3 H.C., 5 H.C. VAN) WAC SECTION 1104.1 EXCEPTION AND HAS A HANDICAP RESCUE AREA AT EACH 2 SPACES FOR EACH 50 REQUIRED PARKING STALLS PROJECT TOTAL - 688 STALLS P -1 (PARKING) 40,289 38,992 195 2 98 38,992 (S -3), 1,057 (S -1 LEVEL IN THE STAIF ENCLOSURE. AS REQUIRED BY CODE THE OWNER SHALL SUBMIT 403 / 50 X 2 = 16 SPACES (569 STANDARD, 103 COMPACT, 9 H.C., 7 H.C. VAN) - P -2 (PARKING) 40,289 39,182 196 2 98 38 S -3 , 965 S -1 AND MAINTAIN WITH THE CITY A WRITTEN FIRE AND LIFE SAFE' EVACUATION ( ( ) PLAN THAT MEET THE PROVISIONS OF THE CODE. SITE AREA 13.84 ACRES P - 3 (PARKING) 39,379 35,851 171 3 57 32,188 (S - 3), 2,389 (S- FIRE DEPARTMENT ACCESS : TO PROVIDE THE FIRE D,�IT ACCESSIBILITY FOR THE t 261,120 S.F. (TOTAL GROSS AREA) UPPER F LOORS FROM THE EAST SIDE OF THE BUILDING THE' M STAIRS AND ELEVATOR SHAFTS WILL BE PRESSURIZED. EXIT STAIR WIDTH - 7 STORIES SMOKE EVACUATION : TO FACILITATE SMOKE CONTROL IN THE BUILDING A SMOKE STAIR WIDTH AT NORTH STAIR #2 (WORST CASE FROM ABOVE) 180 OCCUPANTS x .3 = 54" MINIMUM REQUIRED EVACUATION SYSTEM WILL BE INCLUDED IN THE BUILDING TO EVACUATE SMOKE FROM STAIR WIDTH AT SOUTH STAIR #3 (WORST CASE FROM ABOVE) 180 OCCUPANTS x .3 = 54" MINIMUM REQUIRED EACH FLOOR. THE SYSTEM WILL BE OPERABLE FROM A FIRE CONTROL PANEL AND BE POWERED BY THE EMERGENCY GENERATOR. ; EXIT STAIR WIDTH - 2 STORIES . STAIR WIDTH AT STAIR ill (WORST CASE FROM ABOVE) 180 OCCUPANTS x .3 = 54" MINIMUM REQUIRED EMERGENCY LIGHTING :THE EMERGENCY EXIT SIGNAGE, EMERGENCY PATHWAY LIGHTING AND ALL OTHER REQUIRED EMERGENCY LIGHTING WILL BE OPERATE) BY THE EMERGENCY EXIT DOOR WIDTH ( GENERATOR. EXIT ENCLOSURE DOOR WIDTH FOR STAIRS FROM L -2 (WORSE EXIT LOAD) 180 OCCUPANTS x .2 = 36" MINIMUM REQUIRED 36" PROVIDED HOSE STATIONS : PROVIDE FIRE DEPARTMENT HOSE STATIONS AT EVERY OTHER FLOOR AS NOTED ON THE FIRE PROTECTION DRAWINGS. FIRE EXTINGUISHERS PROVIDE FIRE EXTINGUISHERS IN SEMI RECESSED CABINETS AS REST ROOM �LO A D CALCULATIONS REQUIRED BY CODE. COORDINATE LOCATIONS WITH ARCHITECT. I N D E X O F D R A W I N G S F IXTURE UNITS PR VI 1 0 DED /REQUIRED ARCHITECTURAL M A6.1 S SHELL & CORE ROOM FINISH SCHEDULE & WALL TYPES M MECHANICAL L LEVEL A NET OCCUPANT , ,_OCCUPANT FIXTURE RATIO OCCUPANTS L - (4TH FLOOR) 30,156 39,156 (B) 1/200 151 (76 M /F) TI A2.1A F FIRST FLOOR PLAN A A6.2 S SHELL & CORE ROOM FINISH SCHEDULE M M1.1 H HVAC SCHEDULES L L -3 ( (3RD FLOOR) 3 31,055 3 31,055 (B) 1 1/200 1 155 ( (78 M M /F) TI A2.1 B F FIRST FLOOR WALL DIMENSION PLAN T TI A A6.2A P PARKING LEVELS FINISH SCHEDULES M M2.1 O OFFICE FIRST FLOOR HVAC PLANS L L -2 ( (2ND FLOOR) 3 36,824 7 7,824 (B) 1 1/200 1 139 ( (70 M M /F) TI A2.2B S FLOOR PLAN T TI A A6.2B F FIRST FLOOR ROOM FINISH SCHEDULE M M2.2 O OFFICE SECOND FLOOR HVAC PLANS 3 3,000 ( 1 1/30 1 100 ( (50 M M /F) WALL DIMENSION PLAN T TI A A6.2C S SECOND FLOOR ROOM FINISH SCHEDULE M M2.3 O OFFICE THIRD FLOOR HVAC PLANS , TI A2.3A T THIRD FLOOR FLAN T TI A A6.2D T THIRD FLOOR ROOM FINISH SCHEDULE M M2.4 O OFFICE FOURTH FLOOR HVAC PLANS L L - 1 ( (1ST FLOOR) 2 29688 2 , 1%200 1 123 ( (62 M M /F) TI A2.4A F FOURTH FLOOR PLAN - A6.3 S LOOR R M2.6 P LEVEL 1 HVAC PLANS d ( 1 1 15 1 133 6 67 M M TI A2.4B F - A TI A A6.3A P PARKING LEVELS DOR SCHEDULES M M2.7 P PARKING LEVEL 3 HVAC PLANS ( d OO t O 6 1 1 1 ( (50 M M/ ) Tt A2.5A P P - 1 PARKING LEVEL PLAN T TI A A6.313 F FIRST FLOOR DOOR SCHEDULE M M2.8 R ROOF HVAC PLANS .� TI A2.6A P P -2 PARKING LEVEL PLAN T TI A A6.3C S SECOND FLOOR DOOR SCHEDULE M M3.0 H HVAC DETAILS P P -1 ( (PARKING) 0 0 0 0 N N/A TI A/ 7A P P - 3 PARKING LEVEL PLAN T TI A A6.3D T THIRD FLOOR DOOR SCHEDULE P A5.1 E ENLARGED FLOOR PLANS T TI A A6.3E F FOURTH FLOOR DOOR SCHEDULE P PLUMBING P P -2 ( PARKING N 0 4 4 / N N N Ti A5.1A E ENLARGED FLOOR FINISh PLANS A A6.4 S SHELL & CORE FIRST FLOOR - ROOF DOOR & HDWR. SCHED. P P1.0 P PLUMBING SCHEDULES P P -3 ( (PARKING) 2 2,389 2 2,389 (S -1) 1 1/5000 1 1 A5.2 E ENLARGED FLOOR PLANS T TI A A6.4A D DOOR TYPES, HARDWARE NOTES P P2.0 F FOUNDATION PLAN PLUMBING TI A5.2A E ENLARGED FLOOR FINISH PLANS T TI A A6.4B I INTERIOR RELITE ELEVATIONS P P2.1 O OFFICE FIRST FLOOR PLUMBING PLANS T TOTAL A5.3 E ENLARGED FLOOR PLANS A A7 2 D DETAILS P P2 2 MEN WOMEN UNI -SEY WC URI LAV WC LAV WC LAV 312 2 3/3 4/4 4/3 4/2 2 5/3 6/4 5/3 4/2 4 6/2 8/4 6/3 2/2 2 3/3 4/3 313 4/2 2 2,/2 4/4 212 2/2 2 2/2 4/4 21 1 2/2 2 3/3 4/3 3/3 1 1 1/17 12 1 13/2 1 [ 17/30 ' 11121 1 1/1 1 1/1 GODS C;L�:'D 5V 20 oty r I t y r t r. CE SECOND FLOOR PLUMBING PLANS TI A5.3A ENLARGED FLOOR FINISH PLANS TI A7.8 DETAILS P2.3 OFFICE THIRD FLOOR PLUMBING PLANS PUR CM - " PLUMBING RATIOS ARE FROM UBC TABLE 29 A5.4 ENLARGED FLOOR PLANS TI A7.9A DETAILS P2.4 OFFICE FOURTH FLOOR PLUMBING PLANS T G ' A5.5 ENLARGED FLOOR PLANS TI A8.1 FIRST FLOOR REFLECTED CEILING PLAN P2.5 PARKING LEVEL 1 PLUMBING PLANS 10 C° A5.6 INTERIOR ELEVATIONS TI A8.2 SECOND FLOOR REFLECTED CEILING PLAN P2.6 PARKING LEVEL 2 PLUMBING PLANS FOR: A5.7 INTERIOR ELEVATIONS TI A8.3 THIRD FLOOR REFLECTED CEILING PLAN P2.7 PARKING LEVEL 3 PLUMBING PLANS PW IN muWabdW& S � POP of ant �� f Ri � r VWQ I$� A5.8 INTERIOR ELEVATIONS TI A8.4 FOURTH FLOOR REFLECTED CEILING PLAN P2.8 ROOF PLUMBING PLAN � ���IOa e TI A5.9A INTERIOR ELEVATIONS TI A8.5 P -1 REFLECTED CEILING PLAN P3.0 PLUMBING ENLARGED PLANS d�lo�d a �� dk�l TI A5.9B INTERIOR ELEVATIONS TI A8.6 P -2 REFLECTED CEILING PLAN P3.1 PLUMBING ENLARGED PLANS W pI A5.9C INTERIOR ELEVATIONS TI A8.7 P -3 REFLECTED CEILING PLAN P5.0 PLUMBING DETAILS Go F"V HWy. 599 TI A5.9D CABINET ELEVATIONS ' TI A5-91E CABINET ELEVATIONS • TI A5.9F CABINET ELEVATIONS , pf 3.� _ o g CRY Of TI�iI;Wb TI A5.9G INTERIOR ELEVATIONS SITE or d ft M =IN � b e mft to tl�e N k*;t4 11rrII� •o�• of �.� rftr a�.Mr of $FP 2 7 Tie ft6y WITHER ft NM* " Ift. w. OW e�► 1ne a ae� a l on rous � o PRO JECT T EA1�1 `= • 124th 1 -- ,, S. 0 1 y D eveloper : Architect : Civil Engineers: Landscape Architecture : Mechanical Engineers: Electrical Engineers : p Sabey Corporation Lance Mueller & Associates David Evans and Associates, Inc. Weisman Design Group McKinstry Company Veca Communications TE NA Ave 2201 Tukwila International Blvd. 130 Lakeside # 200 -1620 W. Marine View Dnve 2329 East Madison Street 6005 -Third Ave. So 5614 - 7th T e South OV 7 ME NT ♦-- S. 1 th Seattle, WA 98168 -5121 Seattle, WA 98122 Everett. WA 98201 Seattle, WA 98112 Seattle, WA 98134 Seattle, WA 98108 > Tel: 206-281-8700 Tel: 206 -325 -2553 Tel: 425 - 2594099 Tel: 206- 322 -1732 Tel: 206-762-3311 Tel: 206436- 5252 95% SUB ITTAL Q ■ Fax: 206 - 281 -0920 Fax: 206- 328 -0554 Fax: 425- 259 -3230 Fax: 206- 322 -1799 Fax: 206- 762 -2624 Fax: 206- 763 -0505 _�.. VICINITY MAP LANCE MUELLER a ASSOCIATES job no. 02 -135 V DEPARTM OF HOMELAND COER SHEET SHE P IT I SECURITY drown b P SUBM I TTAL 4 -18-0 4 930 . IE( E.M. y ITE 5 -7 -04 AR;HTECT I MIT 5 - - - A A c H 1 T E c T a A i �► SEATTLE DISTR OFFICE x Al checked by 95% SURM1 TAL C O R P O R A T I O N P R O P E R T Y PERTY OF THE UNITED STATES GOVERNMENT uwCE MUEUER B F I • �u '130 LAKESIDE SEATTLE, WA 98122 206 325 2553 125 T U K W I !A INTERNATIONAL BLVD FOR OFFICIAL USE ONLY. DO NOT REMOVE THIS ST Or WA "" SEATTLE WASHINGTON NOTICE. PROPERLY DESTROY DOCUMENTS WHEN dote NO LONGER NEEDED 12-18-02 N0. ISSUE PATE NO. ISSUE DATE i majar aAW4W irk.. "' GODS C;L�:'D 5V 20 oty r I t y r t r. CE SECOND FLOOR PLUMBING PLANS TI A5.3A ENLARGED FLOOR FINISH PLANS TI A7.8 DETAILS P2.3 OFFICE THIRD FLOOR PLUMBING PLANS PUR CM - " PLUMBING RATIOS ARE FROM UBC TABLE 29 A5.4 ENLARGED FLOOR PLANS TI A7.9A DETAILS P2.4 OFFICE FOURTH FLOOR PLUMBING PLANS T G ' A5.5 ENLARGED FLOOR PLANS TI A8.1 FIRST FLOOR REFLECTED CEILING PLAN P2.5 PARKING LEVEL 1 PLUMBING PLANS 10 C° A5.6 INTERIOR ELEVATIONS TI A8.2 SECOND FLOOR REFLECTED CEILING PLAN P2.6 PARKING LEVEL 2 PLUMBING PLANS FOR: A5.7 INTERIOR ELEVATIONS TI A8.3 THIRD FLOOR REFLECTED CEILING PLAN P2.7 PARKING LEVEL 3 PLUMBING PLANS PW IN muWabdW& S � POP of ant �� f Ri � r VWQ I$� A5.8 INTERIOR ELEVATIONS TI A8.4 FOURTH FLOOR REFLECTED CEILING PLAN P2.8 ROOF PLUMBING PLAN � ���IOa e TI A5.9A INTERIOR ELEVATIONS TI A8.5 P -1 REFLECTED CEILING PLAN P3.0 PLUMBING ENLARGED PLANS d�lo�d a �� dk�l TI A5.9B INTERIOR ELEVATIONS TI A8.6 P -2 REFLECTED CEILING PLAN P3.1 PLUMBING ENLARGED PLANS W pI A5.9C INTERIOR ELEVATIONS TI A8.7 P -3 REFLECTED CEILING PLAN P5.0 PLUMBING DETAILS Go F"V HWy. 599 TI A5.9D CABINET ELEVATIONS ' TI A5-91E CABINET ELEVATIONS • TI A5.9F CABINET ELEVATIONS , pf 3.� _ o g CRY Of TI�iI;Wb TI A5.9G INTERIOR ELEVATIONS SITE or d ft M =IN � b e mft to tl�e N k*;t4 11rrII� •o�• of �.� rftr a�.Mr of $FP 2 7 Tie ft6y WITHER ft NM* " Ift. w. OW e�► 1ne a ae� a l on rous � o PRO JECT T EA1�1 `= • 124th 1 -- ,, S. 0 1 y D eveloper : Architect : Civil Engineers: Landscape Architecture : Mechanical Engineers: Electrical Engineers : p Sabey Corporation Lance Mueller & Associates David Evans and Associates, Inc. Weisman Design Group McKinstry Company Veca Communications TE NA Ave 2201 Tukwila International Blvd. 130 Lakeside # 200 -1620 W. Marine View Dnve 2329 East Madison Street 6005 -Third Ave. So 5614 - 7th T e South OV 7 ME NT ♦-- S. 1 th Seattle, WA 98168 -5121 Seattle, WA 98122 Everett. WA 98201 Seattle, WA 98112 Seattle, WA 98134 Seattle, WA 98108 > Tel: 206-281-8700 Tel: 206 -325 -2553 Tel: 425 - 2594099 Tel: 206- 322 -1732 Tel: 206-762-3311 Tel: 206436- 5252 95% SUB ITTAL Q ■ Fax: 206 - 281 -0920 Fax: 206- 328 -0554 Fax: 425- 259 -3230 Fax: 206- 322 -1799 Fax: 206- 762 -2624 Fax: 206- 763 -0505 _�.. 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COPY a a Q ( BOOTHS I ► 16/, IA5.9E ELEV. 1 STAINLESS �\ f �`� TIA59D � C 8 . AREA i _ _ I 174 STEEL POSTS _ / T 157 E N I N G PER 15 1 8 /TIA5.9C ;. 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OPEN 8X8 ', T492� - +�:.�_: i 14a,,.,_ st,� j _ WORK AR WORK O - �r " SDDO 41 -,�. �- 416 414 �--- ± .L 9x7 • O FFICE ORK ARE .i SAS '23' ` } OM 4118 _ -- — — .ti - _ ,LT488 �l �...d _ OFF _S DO Do SUPV �O ----,i O 4 C, T4 _ OFFICE OFFIC I - - T42o O FFIC E OFFICE OFFICE - OFFICE S AS -� ws �. Ws � OF FICE �aS Oct �- T417 T416 1414 DO � I DO 9x9 ti ( GX9 9x9 T486 T 885 - �J � �� T413 R O FFICE - SUPPORT �_ j � - AREA OFF T48 , AS ' 'C SAS 'C' � S C � ,+ AS 'C' SAS 'C' SAS 'C' � - ` AS C 1, SAS T49 - - - 3 - 0 --- r - - -�0 E - - AS 0{ • _ i OFFICE `-" -- - 1 T497 T496 1 495 Q FF ICE 8AS 'C' S 'C' SAS 'C' T494 , ' -- SAS '�— - f 0 ' I I I I 2 15-6' 15' 12' -0' 3' -0 15' -O 4TH FLOOR I -6' 5' -0' I 5' -0" t 5' -0' 5' -0 3' -6w 1 27' -0' 3'- 63'-0' 4m a� sv 29 � C "C" R a = =11F o 0 t M � 4 F 0 i o o N h FOURTH FLOOR P LAN �o pry I - N � 4 F 0 i o o N h 12' -0' 2' - 3' -0 12' -0' 15'- •_O 1 5 ,_ 0 0 75' FOURTH FLOOR P LAN pry I - � GROSS AREA - 33,776 S.F. LANCE MUELLER !S AS DEPARTMENT OF HOMELAND SECURI -'� 02-135 FOURTH FLOOR PL R SHEET � REtREO drown by E.M. S 3 _ 404 TI PERMI T - PERMIT SET - ITT - 6-16 A A G H I T E C T • A 1 I► SEATTLE DISTRICT OFFICE ECT PROPERTY OF THE UNITED STATES � l i chocked by B.F. R "W DRYWALL D 4- - TI GWITE _ L p 13 0 LAKESIDE SEATTLE, WA 98122 20 6 325 2 5 53 12 500 T U K W I LA INTERNATIONAL B LVD . D . GMERNMENT FOR OFFIICUL USE ONLY. 00 NOT REMOVE THIS NOTICE. PROPERLY C NET _ = MINOR SE WASHINGTON DESTROY DOCU � � N NO LONGER ,dote 2 -5 -04 N o. Is suE T N o. DA E ISSUE DATE 12' -0' 2' - 3' -0 12' -0' 15'- •_O 1 5 ,_ 0 0 75' \*14 � I I � 1 I I I � M* 4'- 0 L FE El Irll ' I ; � i'i PIPE CLOSET ; ► j P FE Z t--, �133 - -------------- 77 I ��n c om • � � PARKING LEVEL ONE PLAN ' "a* I/80-1 OCCURKY S-3 GROSS AREA 39,379 S.F. 'VAL., t— ..+.. lip- - It, all affieft • ZMAL. ........ .... w 94 A /* � � PARKING LEVEL ONE PLAN ' "a* I/80-1 OCCURKY S-3 GROSS AREA 39,379 S.F. 'VAL., t— ..+.. lip- - It, all affieft • ZMAL. ........ .... w 94 A X. ff] I- f L I � I , I I f �mw sow —�aiiv FE O L 4'-Om L 18'-- 0" L 9 p " ELEVATOR LOBBY L2 0 ELEV. 1-3 FE PARKING c Ln C%4 FE I I I Ft r c 1l c I 11 6 61-00 o C4 (0 1 0 Lo Im �I� pftmw errf CW TLWWXA PARKING LEVEL TWO PLAN SEP 2 7 m RMT CENTEp 1 0-00 OCCUPNCY S-3 GROSS AREA 39,379 S.F. 2 8-3 9' -0 9 -00 TYPI CAL ACT STALLS1 V-51 TYPI AL STANDARD ALLS i � :mA ...... VAMP LP2 0 �j rr --------- ----------- / 0+t t • i b N �r r; 1 'I "1 .Y J r' X .d i car o CmT P ARKI NG - LE . VE - L - THREE PLAN SEP27 an / 1 9-0 OOCIOPANCY - S-3 QRM AREA - 39.379 S.F. LANCE MUELLER d ASSOCIATES 0 2 135 P -3 PARKING LEVEL PLAN SHEET DEPARTMENT OF HOMELAND S RE" -4- _ _ E C V R I I I drawn by TI MIT $ET ? oe� 2�d RE�,ISTERED E, M . RM S ITAL - - I ECT - - SEATTLE DISTRICT OFFICE by ��� A A C H 1 T E C T • A 1 r• PROPERTY OF THE UNITED STATES dm�ked b VwCE �� i _ 12500 T U K W I LA INTERNATIONAL BLVD WARNMENT FOR OFFICIAL USE ONLY. DO PAM a e. F. '13 0 LAKESIDE SEATTLE, WA 9812 2 10 6 3 25 2 55 NOT REMOVE THIS NOTICE. PROPERLY �,.- date - - 1 A297A SEATTLE, WASHINGTON DESTROY DOCa E WHEN NO LONGAR d -27 -03 N o. IS DATE N0. ISSUE DATE eimt of I- Iomeland Security �Yas gtoi ZONING CODE DATA: ZONI\G: MIC /L, C /LI, LDR SETBACK REQUIREMENTS: FRONT 20' N. SIDE NONE S. SIDE NONE REAR NONE LANDSCA REQUIREMENT: FRON 5' ® MIC /L, 15' ® C /LI N. SIDE NONE S. SIDE 15' 0 C /LI REAR NONE BUILDING HEIGHT: 4 STORIES PARKING RATIOS: PARKING REQUIRED OFFICE 3.0 CARS PER 1000 SF NET USEABLE AREA VISITOR PARKING PROVIDED 406 STALLS FOR VISITORS EMPLOYEE PARKING PROVIDED 279 STALLS LOA,�ING SPACES: 2 PROVIDED ONE SPACE AT 10'X30' AND ONE SPACE AT 12'X65' BICYCLE SPACES: 2 SPACES FOR EACH 50 REQUIRED PARKING STALLS 40 / 50 X 2 = 16 SPACES STATISTICS SITE PLAN BUILDING GROSS AREA A2-.1 A 4TH FLOOR 33,776 S.F. 3RD FLOOR 34,597 S.F. 2ND FLOOR 35,072 S.F. 1ST FLR. (GROUND FLOOR) 37,717 S.F. (TOTAL. 141,162 S.F.) PARKING LEVEL ONE 40,289 S.F. PARKING LEVEL TWO 40,289 S.F. PARKING LEVEL THREE 39,379 S.F. TOTAL 261 ,1 19 S.F. PARKING PROVIDED TI EMPLOYEE PARKING (E) r OUTSIDE - 57 STALLS (55 STANDARD, 2 H.C.VAN) BUILDING GARAGE TI LEVEL P -1 - 72 STALLS (62 STANDARD, 8 COMPACT, 2 H.C.) LEVEL P--2 - 80 STALLS (70 STANDARD, 8 COMPACT, 2 H.C.) LEVEL P -3 - 68 STALLS (38 STANDARD, 28 COMPACT, 2 H.G.) EMPLOYEE PARKING (E) TOTAL - 277 STALLS A5.1 (225 STANDARD, 44 COMPACT, 6 H.C., 2 H.C. VAN) PUBLIC PARKING (P) A5.1 A SURFACE - 101 STALLS (93 STANDARD, 3 H.C., 5 H.C. VAN) PARKING STRUCTURE UPPER LEVEL - 148 STALLS (115 STANDARD, 33 COMPACT) LOWER LEVEL - 156 STALLS (126 STANDARD, 30 COMPACT) PUBLIC PARKING (P) TOTAL - 405 STALLS A5.3A (334 STANDARD, 63 COMPACT, 3 H.C., 5 H.C. VAN) PROJECT TOTAL - 688 STALLS A6.3 (569 STANDARD, 103 COMPACT, 9 H.C., 7 H.C. VAN) SITE AREA 13.84 ACRES 0 INDEX O DRAWINGS ARCHITECTURAL i 1 A- 0 :;CVLR SHL i A1.1 SITE PLAN TI A2-.1 A FIRST FLOOR PLAN TI A2.1 B FIRST FLOOR WALL DIMENSION PLAN TI A2.2A SECOND FLOOR PLAN TI A2.26 SECOND FLOOR WALL DIMF NSION PLAN TI A2.3A THIRD FLOOR PLAN TI A2.3B THIRD FLOOR WALL DIMLNSION PLAN TI A2.4A FOURTH FLOOR PLAN TI A2.4B FOURTH FLOOR WALL DIMENSION PLAN TI A2.5A P -1 PARKING LEVEL PLAN TI A2.6A P -2 PARKING LEVEL PLAN TI A2.7A P -3 BARKING LEVEL PLAN A5.1 ENLARGED FLOOR PLANS TI A5.1 A ENLARGED FLOOR FINISH PLANS A5.2 ENLARGED FLOOR PLANS TI At. 2A ENLARGED FLOOR FINISH PLANS A5.3 ENLARGED FLOOR PLANS TI A5.3A ENLARGED FLOOR FINISH PLANS A5.4 A6.3 ENLARGED FLOOR PLANS A5.5 M2.6 ENLARGED FLOOR PLANS A5.6 A6.3A INTERIOR ELEVATIONS A5.7 M2.7 IN T ERIOR ELEVATIONS A5.8 A6.3B INTERIOR ELEVATIONS TI A5.9A INTERIOR ELEVATIONS TI A5.98 INTERIOR ELEVATIONS TI A5.9C INTERIOR ELEVATIONS TI A5.9D CABINET ELEVATIONS TI A5.9E CABINET ELEVATIONS TI A5.91F CABINET ELEVATIONS TI A5.9G INTERIOR ELEVATIONS r r NET OCCUPANT AREA (RESTROOMS) OCCUPAN f AREA EXIT' LOAD CALCULATIONS MECHANICAL A6.1 SHELL & CORE ROOM FINISH SCHEDULE & WALL TYPES 1MO.0 TITLE SHEET TI A6.1 A WALL TYPES AND DETAILS M /F) M 1.0 HVAC SCHEDULES A6.2 SHELL & CORE ROOM FINISH SCHEDULE PARK!NG GARAGE S -3 1 1200 NONE M1.1 HVAC SCHEDULES TI A6.2A PARKING LEVELS FINISH SCHEDULES SEPARATE M2.1 OFFICE FIRST FLOOR HVAC PLANS TI A6.2B FIRST FLOOR ROOM FINISH SCHEDULE PERMIT AND M2.2 OFFICE SECOND FLOOR HVAC PLANS TI A6.2C SECOND FLOOR ROOM FINISH SCHEDULE APPROVAL M2.3 OFFICE THIRD FLOOR HVAC PLANS TI A6.2D THIRD FLOOR ROOM r INISH SCHEDULE REQUIRED M2.4 OFFICE FOURTH FLOOR HVAC PLANS TI A6.2E FOURTH FLOOR ROOM FINISH SCHEDULE GROSS OCCUPANT OCCUPANT NUMBER EXIT LOAD J _. M2.5 PARKING LEVEL 1 HVAC PLANS A6.3 SHELL & CORE P1 -P3 DR. & HDWR. SCHED. & DR. TYPES M2.6 PARKING LEVEL 2 HVAC PLANS TI A6.3A PARKING LEVELS DOOR SCHEDULES SHAFTS: 2 -HR WITHOUT SPR! "JKLERS, 1 HR. WITH SPRINKLER M2.7 PARKING LEVEL 3 HVAC PLANS TI A6.3B FIRST FLOOR DOOR SCHEDULE ErT STAIR ENCLOSURES 2 -HR. , M2.8 ROOF HVAC PLANS TI A6.3C SECOND FLOOR DOOR SCHEDULE WAC SECTION 1104.1 EX( EATION AND HAS A HANDICAP RESCUE AREA AT PACH LEVEL IN THE STAIR ENCLOSURE. AS REQUIRED BY CODE THE OWNER SHALL SUBMIT M3.0 HVAC DETAILS TI AE.31D THIRD FLOOR DOOR SCHEDULE PLAN THAT MEETS THE PROVISIONS OF THE CODE. (PARKING) _ TI A6.3E FOURTH FLOOR DOOR SCHEDULE UPPER FLOORS PROM THE EAST SIDE OF THE BUILDING THE EXIT STAIRS AND ELEVA� OR PLUMBING A5.4 SHELL & CORE FIRST FLOOR - ROOF DOOR & HDWR SCHED P1.0 PLUMBING SCHEDULES TI A6.4A DOOR TYPES, HARDWARF 'VOTES EVACUATION SYSTEM WIt 1. BE INCLUDED IN THE BUILDING TO EVACUATE SMOKE FROM P2.0 FOUNDATION PLAN PLUMBING TI A6.4B INTERIOR RELITE ELE POWERED BY THE EMERGENCY GENERATOR. P2.1 OFFICE FIRST FLOOR PLUMBING PLANS A7.2 DETAILS TOTAL P2.2 OFFICE SECOND FLOOR PLUMBING PLANS TI A7.8 DETAILS LOAD) P2.3 OFFICE THIRD FLOOR PLUMBING PLANS TI A7.9A DETAILS P2.4 OFFICE FOURTH FLOOR PLUMBING PLANS TI A8.1 FIRST FLOOR REFLECTED CEILING PLAN SEPARA P2.5 PARKING LEVEL 1 PLUMBING PLANS TI A8.2 SECOND FLOOR REFLECTED CEILING PLAN PERMIT AND P2.6 PARKING LEVEL 2 PLUMBING PLANS TI A8.3 THIRD FLOOR REFLECTED CEILING PLAN APPROV P2.7 PARKING LEVEL 3 PLUMBING PLANS T1 A8.A FOURTH FLOOR REFLECTED CEILING PLAN REQUIRED P2.8 ROOF PLUMBING PLAN TI A8.5 P -1 REFLECTED CEILING PLAN P3.0 PLUMBING ENLARGED PLANS TI A8.6 P -2 REFLECTED CEILING PLAN P3.1 PLUMBING ENLARGED PLANS TI A8.7 P -3 REFLECTED CEILING PLAN P5.0 PLUMBING DETAILS r r LEVEL NET OCCUPANT AREA (RESTROOMS) OCCUPAN f AREA EXIT' LOAD CALCULATIONS OCCUPANTS BUILDING CODE DATA: OCCUPANT LOADS 30,156 OCCUPANCY GROUPS: 8, S -3, A 3, S -1 �. OCCUPAN f RESTROOM 11200 OCCUPANT LOADS: A -3 1/7, A- 4 1/15, 8 1/100, S -3 1/200, UBC GROUP LOAD l_ OAD M /F) F -1 1 /200, S - 1/300 -. - OFFICE B I/100 11200 31,055 OCCUPANCY SEPARATIONS. B, F -1 S -1 TO S -3, 1 -HR.; PARK!NG GARAGE S -3 1 1200 NONE 11200 ,A -3 to S -3 3 - H , ., 8 to S -3 1 -Hr.; MECHANICAL ROOM S -1 11360 NONE M /F) S to S3 1-Hr, 6 to A--1 1 -Hr. STORAGE S -1 1/300 1/5000 36,824 CONSTRUCTION TYPE: TYPE f ASSEMBLY A - 3 1/15 1130 .ASSEMBLY ,A - 1/7 1/15 11200 1 ,el FIRE PROTECTION. AUTOMATIC SPRINKLER SYSTEM -� HROUGHOUT (70 M /F) ALLOWABLE AREA: UNLIMITED � EGRESS WIDTH FACTORS STAIRWAYS AND CORRIDORS 0.3 INCHES /OCCUPANT NUMDFR OF STORIES ALLOWED: UNLIMITED . OTHER EXIT COMPONENTS (DOORS) 0.2 INCHES /OCCUPANT "r EXTERIOR SEARING WALLS: 2- HOUR LESS THAN 5' FROM 1 .OT LINE (50 EXTERIOR NON BEARING Ai � � F ' E G W _LS. NON RATED GR - ATE R THAN 40 EXIT LOAD PER FLOOR ' IN TERIOR BEARING WALLS: 3 -HR. (B) 11200 INTER'OR NON BEARING WA 1 - HR. GROSS OCCUPANT OCCUPANT NUMBER EXIT LOAD J _. STRUCTURAI FRAME: ( COLUMNS AND SHEAR WALLS ): 3 - HR. LEVEL AREA AREA LOAD OF EXITS PER EXIT OCCUPANT GROUPS PROJECTED - ,fLDOR STRUCTURE 2 -HR. ' AOOF STRUCTURE: 2 -HR. M- 5 (ROOF) 900 870 3 1 1 C - (4TH FLOOR) 33,776 30,156 298 2 151 • (8) EXTERIOR OPENINGS PROTECTED LESS THAN 20' L -3 (3RD FLOOR) 34,597 31,055 310 ,.30,156 2 155 ' 31,055 (B) SHAFTS: 2 -HR WITHOUT SPR! "JKLERS, 1 HR. WITH SPRINKLER ; EXIT ENCLOSURES: 2 -HR L -2 (2ND FLOOR) 35,072 30,824 478 3 159 3,000 (A -4), 27,P,24 (131 ErT STAIR ENCLOSURES 2 -HR. , L -1 (1ST FLOOR) 37,719 29,688 729 4 180 2,000 S F. (A 3) , 3,000 (A - -4), 2 (B) ° HANDICAP EGRESS : PROVIDE QUICK RESPONSE SPRINKLER HEADS AS PERMITTED BY P -1 (PARKING) 40,289 39,844 201 2 109 ..39,522 (S-3), 697 (S -1) WAC SECTION 1104.1 EX( EATION AND HAS A HANDICAP RESCUE AREA AT PACH LEVEL IN THE STAIR ENCLOSURE. AS REQUIRED BY CODE THE OWNER SHALL SUBMIT P -2 (PARKING) 40 ,289 .39 ,844 41 2 101 39,522 (S -3), 851 (S -1) ` AND MAINTAIN CURRENT W'TH THE CITY A WRITTEN FIRE AND LIFE SAFETY EVACUATION P - 3 (PARKING) 39,379 35 ,851 1 3 57 32 ,158 (S -3), 2,389 (S -1) PLAN THAT MEETS THE PROVISIONS OF THE CODE. (PARKING) _ FIRE DEPARTMENT ACCESS : TO PROVIDE T T OV DE HE FIRE DEPARTMENT ACCESSIBILITY FOR THE 261,120 S.F. (TOTAL_ GROSS AREA) N/A UPPER FLOORS PROM THE EAST SIDE OF THE BUILDING THE EXIT STAIRS AND ELEVA� OR r i SHAFTS WILL BE PRESSURIZED. EXIT STAIR WIDTH - 7 STORIES 2,389 SMOKE EVACUATION : TO FACILITATE SMOKE CO N ?POl IN i r(E BUILDING A SMOKE STAIR WIDTH AT NORTH STAIR #2 (WORST CASE FROM A13ME) 180 OCCUPANTS x .3 = 54" MINIMUM REQUIRED EVACUATION SYSTEM WIt 1. BE INCLUDED IN THE BUILDING TO EVACUATE SMOKE FROM STAIR WIDTH AT SOUTH STAIR #3 (WORST CASE FROW ABOVE) 180 OCCUPANTS x .3 = 54" MINIMUM REQUIRED ,/� EACH FLOOR. THE SYSTEM WILL BE OPERABLE FROM A FIRE CONTROL PANEL AND BE EXIT STAIR WIDTH - 2 STORIES - POWERED BY THE EMERGENCY GENERATOR. STAIR WIDTH AT STAIR #1 (WORST CASE FROM ABOVE) 180 OCCUPANTS x .3 = 54" MINIMUM REQUIRED EMERGENCY LIGHTING : THE EMERGENCY EXIT SIGNAGE, EMERGENCY PATHWAY LIGHTING EXIT DOOR WIDTH TOTAL AND ALL OTHER REQUIRED EMERGENCY UGHTING WILL BE OPERATED BY THE EMERGENCY GENERATOR. EXIT ENCLOSURE DOOR WIDTH FOR STAIRS FROM L -2 (WORSE EXIT LOAD) r 180 OCCUPANTS x .2 - 36 MINIMUM REQUIRED 36 PROVIDED HOST STATIONS :PROVIDE FIR DEPARTMENT E HOSE STATIONS AT EVERY OTHER FLOOR AS NOTED ON THE FIRE. PROTECTION DRAWINGS. FIRE EXTINGUISHERS : PROVIDE FIRE EXTINGUISHERS IN SEMI RECESSED CABINETS AS REST ROO LOAD CALCULATIONS � � � . . RE QUIRE D By CODE. COORDINATE LOCATIONS WITH ARCHITECT. , LEVEL NET OCCUPANT AREA (RESTROOMS) OCCUPAN f AREA FIXTURE RATIO PER OCCUPANT OCCUPANTS L (� I H FLOOR) 30,156 39,156 (B) 11200 151 (76 M /F) L -3 (3RD FLOOR) 31,055 31,055 (B) 11200 155 (78 M /F) L -2 (2ND FLOOR) 36,824 27,824 (B) 11200 139 (70 M /F) 4/3 3/3 3,000 (A -4) 1 1 30 100 (50 M /F) L -1 (1ST FLOOR) 29,688 24,688 (B) 11200 123 (62 M /F) 212 2 3/3 2,000 (A -3) 1/15 133 (67 M /F) ' 3,000 (A - -4) 1/30 100 (50 M /F) P -1 (PARKING) 0 0 N/A NIA P -2 (PARKING) 0 0 N/A N/A P -3 (PARKING) 2,389 2,389 (S -1) 1/5000 1 TOTAL MEN I WOMEN WC LAV UNI -SEX WC URI LAV WC L v 312 2 .313 4/4 4/3 4/2 2 5/3 6/4 5/3 4/2 4 6/2 8/4 6/3 2/2 .2 3/3 4/3 3/3 4/2 2 2/2 4/4 2/2 212 2 212 4/4 2/1 212 2 3/3 4/3 3/3 ' 1 1 1117 12 13/2 '7/3011/2 1/1 1/1 PLUMBING RATIOS ARE FROM JBC TABLE 29 FILE COP SE REQUIRED PARATED FORT . Y understand that the Plan Check approvals are MECHANICAL s'Jb�ect to errors and omissions and approval of ECTRICAL Plans does not authorize the violation of any EL adopted code or ordinance. Reompt of coq. PLUMBING tractor's copy of approved plans acknowledged. GAS PIPING CITY OF o:M io 8y BUILDING Date / v Permit No • PROJECT TEAM Developer : Architect : Civil Engineers : Landscape Architecture : Mechanical Engineers : Electrical Engineers Sabey Corporation Lance Mueller & Associates :David Evans and Associates, Inc. Weisman Design Group McKinstry Company Veea Communications 12201 Tukwila International Blvd. 130 Lakeside # 200 -1620 W. Marine View Drive 2329 East Madison Street 6005 - Third Ave. So 5614 - 7th Ave. South TENANT IMPROVEMENT i m Not. NO��:3CtMLBEWZPTO Tf 6 800PB OF V ' ?:C w"Mo JT Pr :. t,�.,.. Nowr �al�IloE �a� war �w �.a► co 6 UWgr - '' S h River Hwy. 599 S IT E sr' 0 \S fllr � mm AN ? 2 2 , �4 O L 4 Seattle, WA 9R 168 -5121 Seattle, WA 98122 Everett, WA 98201 Seattle, WA 98112 Seattle, WA 98134 Seattle, WA 98108 SET s. try Q Tel: 206 -281 -8'00 Tel: 206 - 325 -2553 Tel: 425- 259 - 4099 Tel: 206 - 322 -1732 Tel: 206- 762 -3311 Tel: 206 - 436 -5252 T1 PE RMI T Y Fax: 206 - 281 -0920 Fax: 206 -328 -0554 Fax: 425- 259 -3230 Fax: 206- 322 -1799 Fax: 206- 762 -2624 Fax: 206 -763 -0505 CORREC ION a `TAI VICINITY MAP - �1 LANCE MUELLER 6 A SSOCIATE S OF � 02b 135 COVER SHEET SHEET DEPARTMENT H� SECURITY - _ _ _ _ _ __ � - -� drown by PERMIT SUBMITTAL -- 4 -1 - � �2 REpS1ERE0 E. M . TI GRANITE 5- - 4 IE ww� A R C M I T F. C Y i 1 A ,� SEATTLE DISTRICT OFFICE ` AR Tr:ct PE RM IT 5 _ _ A�O CORPORATIO PROPERTY of THE UNITED STATES GOVERNMENT C E tl 130 LAKESIDE SEATTLE, WA 98122 206 325 2553 8 F che cked by 12500 TUKW LA INTERNATIONAL BLVD FOR OFFICIAL USE ONLY DO NOT REMOVE THIS "T[ of wA� °N SEATTLE, WASHIN N OTICE PRO DER NEEO�EO DOC UMENTS WHEN �- 'd2 18 - 02 ote 01 N0. ISSUE DATE NO. ISSUE DATE ~ •17.r'II: -" . ...y,,,... "w ...i.fr,..•. 'i.c...!".. . .:.u.-.t , - , .... t -. ,. - .. ,- ... ,,» ..r.... . s • • w. -"... ..... . .. . -.. _ _. X - _11111111 ..; .-.. . - -- +.r,.rwrr+.- err- .+....- '+ •. Wa r FIXTURE UNITS PROVIDED /REQUIRED my o f IWAA w"OWD ,wN 11204 AS NOT ww 4 ' 'r � r r ` r s SHEET A1.4 �� ww e.■. w w w w w w efwi e1w e1w w e>• w w w w w w f>w e1>_ w w w e>• =mom SHEET A1.3 eaw, w w w w e1w ew w i w w e>w w e1e>•e w w w e1� w w e>.w w w w �w e� w w w ew �� w w w w w ewe w e>w w e■�� ` �. 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R oo m CLERK :'.. , a - _ x7 WORK E 9x9 p 9 � �---� g .. _ AREA 14 JRE '� :, 'T130' X 1 SA -16' n or I - 6l � \ .- .. _:. .. .. �• __ - y � . ,: • . 136 - t C LER 8 139 9X7 A5.1 1 / ' TEA T EA D7 / .. r SERVER 150 LB FLOOR LOAD _ . 1" ROOM TEA -- - - - -- - - - - - - - S 8 63' 1 1� JU I O w I 12'- 11 12 13 6' -0' It '- e 'L6- I i I i --'A © rir FE LOCKER A t4C i.. /� j _.. M - - - - - - - - - -- - - -- - q ---C -ANSotF __ _ ° S I E _ _ - 'A T_rl C ON S OLE tet FOOD FFICER r I- - - Y , - -- - y _ I WS _ - _ --- -- T131 T132 �3 7X9 ' 7X9 7X9 9 { ` 7X9 ` 'Y �': ' 7X9 SERVI -- - I I I CE I WORK I A _...._ Q -... _. SGR SEGR x1120 t11 - SAS 'C 30 - 1 ` _ _ SEARCH SECU ' E ROOM .113 - t32 s C t 14 WORK AREA _ i� LOLL CL°Li SAS o► - RnnM PRnP rIA I' F1I-5 I, I s i 1n v I I. �I w 00 40 1 o oo CM N 0 0 N ' r w A -- = I o N - o / =r .41 1 I �1 CI t t t o m ;•� I I o ° TTT\4 - o ° I � N t 48" SS WAINSCOT - L' 13 1J � I ELEVATOR J E L . - LOBBY x 1113 t � B • � IL iiiiiiiiiiiiiiii awaaa� ..r...�r 11 wriiiiii _ . _ _ - - •- .- .- '� ACCESS SECURITY CORRIDOR \ VISITOR A - J_ tnA CORRIDOR J''.AE aLy COMMAND �; /; �}� C/i wE.a� A5.1 ►l 1 > �� t /,w5.9A . - M /Tw6 aB CENTER Ll 1 7 J2 ! 1 AV STOR. _ SAS '34' - --- --- - -- LOBBY �P PA 1114P I R NATJRALIZATION �� L.�. 1r _ ® CEREMONY ROOM t 16 /T1N5.9A * ` �_• 6 U - -- i 101 I CIA '� 7 - � x 1 �f ,� f " a' ,,� `� �\ DTI FIRE IT11 * �� I 2 v I MONITOR � I _3 � t�,� i � .......�„ ��1 � � I����I _ ���I�� TRIAGE a I 8u p n >- ' Lill 1 112 (_1_1_! U E I� I N G- A R �A r ". Q ; 1 6 1. 1 � /TIA5.90 , " I r --- -- ---•r- - P HONE D -0" 1 3 - LO 12' w FIE WS WS o _ I ... 7X9: j g { ' X9 IT E )PV ' PHOTO 43 � ,_ ,. , � PHOTO •� �� _, �vs suPPORTj " WS ws ; �' _I Ws ,• o l � xa ws _9X8 I 1 PHOTO ' ?RI NT _AREA T145 146 1-90 i SAS '12' FINGERPRINT ROOM - ---� .. -44ANa WAS T146� i ' ,, �. N 1 AREA 44 'r ► •- "S AS 'C' R I WS MANUAL MA. JAL ! i ;: S UPPORT WS FP t. SXB Mi'S QXB ws 0PE�i . i SAS _i Cam , '; n L. , 'S -18' I to_ I WORK p�,EA .. _ Ws ws , ws 1 Eli 8X5 AX8 8x8 8X8 • d r 1 , E L E C.- -.. 10 - _ _ r _ �. ' DIG FP ,+ SAS LAN A V t '5 -18' � •- '- . m w 1��8 CLOSET , STD_ . CONE. .^ r ; O W RQM :'� ! - AS 'S - 18' i� SAS '28' 151 t� 7vX , APPLICANT - - - sns '31' - ' �UP�ORt .... � i UP II. I ° TV ' f... o .. ..CENTER REC : . � STAIR . r�R��NC,Y CHILDREN'S # r _ :� 4' -0" WIDE x 6' o' 108 R 8x7 I LAS AREA ,. „� t LON:� R ECESSED - iL 1691 , � L.XI t o = I P- = I SUPPLY ENTRY - - 1 ' I t - 1 �B ; - I 5 T 0 R. R 0 0 SUPPORT i MAT . SEE 58 /A4.4 r i155 W .a SAS 10 �J • ' _ 1 - - SAS '5' - -- - - - - - - - - - - �- K AC.c 1 1 16 / A5.1 ........ ...... L _. . , ` SHARED PUBLIC `" �. 1 a 7x9 1 � - g' -6" ws W I AITING ROOM � °' �Ib ti SAS '10, 3 , .�.. KIOSKS / f, I, � WRITING _. ... }' ``.� s 12"x4?" BOLLARD WITH COUNTERS 167 MOVABLE SEATS/ 4ADA I:� , OPEN 7X9 AUTOMATIC DOOR KEYPAD WORK AREA MOUNTED AT 36 HIGH. AURA i ART STONE PB -25 WITH o 9/Td; Ip T156 �. MOUNTING OPTION H (OR iv j ,• ''` '� PROVIDE UNDERSLAS CONDUIT TO _ BASE OF DOLW?D. A i C i I 8 a I r Q I STAINLESS �� � � ;. - _ -- r 57 A I E L E V C 8/T . I i 114 STEEL P05 T5 �. ,� U5 9u I ® - L - 'S /T 9A SCREENING PER 15/TIA7. , ..�... - ER SA , � � I - ! .. __. _ �� .CONTACT �' S ' 3 w5 ' I I - - I _ O U rJT 7x9 :STAT i/TV159E I I - - _ - __ _ ` o C_ N at SA5 34' I _,.. 7.9 c�+ -n p, SAS ' 15% �' „ ow �P 1 , / I now ? �-- rs-- -- -� ' ` ( 4 _ + c a�` l RINTER ' o I ;I I r, PUBLIC • �� 158 AREA 1 Z. I STA 1 - - - `' •�;' - VOTE PRIVATE d ' ""� - � � � o READING EAOD PRIVATE 5/Tw5.9G T a o, 103 I T� AREA I R C OFFICE OFFICE CL (Q 6/TUl5.9A _ __ J . . -- 1 �, • i 59 i 158 1 CASHIER 9D 11 /TtA5.� + l� L -� . a I `' ` I Ix - -- SAS ' 13' 1 a ELECTRONIC A ACCESSIBLE C � _ - _ -�. SAS C' `., SAS 'C' = 1 f 1 ` CID' " ,�P tt66 OFFICE I ' ;� » ' '' ` - - - - - FOR MS GATE W/ REL40TE RELEASE O SAS , 10/TLA5.9G SCREENING ST T'ON DESK & - CL i a I MLRCENCY -I ��:011ii1Y �OMMAN� CENTER - - , `I2T _ - -- - _ ! T ONL > /T IN5.9A V E S T I B U -- ` - '.-al` °O' . . _ E ELECTRONIC Sn A80 - �� T t 00 U CA RD READER + LE W/ I - - - - - - - - f --•� A V 0 R .. - /� gC QUEUING -- -- -- - - - - -- -- -- - - - -- - _ ° ,r, • -= - 6/ T IA5 4k ^ kNCY , F - ^ - -- - SAS ;28' - 180 �� �' i i 75 Ali ONLY - - - - - �, l_J - I I I ► o L -O„ 36 w 1 w 1 I TYr•�./1l BA. c� 12 -0 3 -0 12 o 3- 12 -0 3 -0 12 I �. i i J# » r w w N I ( I 12 -0 -0 1T - -0 12 -0 -0 1 -0 12 -0 -0 12 - -0 - 0 12 0 0 12 -0 3 -6 6 -0 I t 1 O I cv ilJU HEIGHT 2 HOUR CM ASSEM , 0 ` 1 HOUR RATED ASSEMBLE FULL HEKrM CM., -- G TO STRUCTURE TYP. - U.N.O. _ --- - - -- A�;dl►' - - _ - -- -- - _ - - -. - -- -- - - - -- - 2 MOOR RiA1E0 ASSEMBI r 4 HOUR CMU ASSEMBLY o - of I fc:,m 1' -6 -� * ' -6' 1. SEE DWG. TI AI3.' FOR CEILING. S. REFER TO i ` DRAW NGS QY VECA ELECTRICAL FOR SMOKE 8. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLE SYSTEM, 7 Z004 I 2. SEE DWG. TI A6.1 - TI A6.3 FOR FINISHES AND WALL TYPES. AND FIRE ALARMS EMERGENCY PATHWAY ILLUMINATION STANDPIPES AND ROADWAYS SWILL BE INSTALLED AND F I R S T FLOOR #3,- 2T - 3� - AND EX SIGNA PLAN J. PROVDE 2A/1 08C FIRE EXTINGUISERS 1 /3pD0 S.F. MAX. GE. OPERATIONAL PRIOR TO THE START OF ANY COMBUSTI s eLE Q *% 75 FT. MAX. TRAVEL DISTANCE. VERIFY ALL LOCATIONS 6. FUTURE CORRIDORS IF CONSTRUCTED TO HAVE 1 HOUR CONSTRUCTION. ROADWAYS TO REMAIN OPEN FOLLOWING \ 1 /D" 1' - 0" - ON PLAN W!TI4 FIRE MARSHAL. WALL AND CEILING CONSTRUCTION. ALL DOORS TO BE THE START OF COMBUSTIBLE CONSTRUCTION. OCCUPANCY - B, A - I - 0 -SEMI RECESSED CABINET PER 6/A5.8 TIGHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL 9. ELEVATOR MACHINE ROOM AND SHAFT TO BE SPRINKI_ERED AREA 37,719 S.F. • - FIRE EXTINGUISER ASSEMBLIES. WITH PRE - ACTUATION SENSORS, GROSS - 4. REFER TO SPRINKLER DRAWINGS 8Y MCKINST MECHANICAL 7 • PROVIDE FIRE SAFING AT ALL PENETRATIONS THROUGH 10. SEE DRAWINGS A A6.3A - TI A6.4A FOR DOOR SCHEDULIE FLOOR SLABS AND BETWEEN FLOOR SLAB AND EXTERIOR FOR ALL STANDPIPE, RISER AND VALVE LOCATIONS. WALLS. UL SYSTEM N0. CAJ 1020 BY USG OR EQUAL. AND TYPES COORDINATE WITH ARCHITECT. -w• If 9 rr -:.. •,r. • : sct- •- •.,its • ,.:.. _ r . _ _ t _ .._ _ ._. _. - _ , i !� 3� 6• _ p" 1 5' 6" I w 4 i 1^ I ' 8 Q o » 30 — � — - _-- -_ -.__ _ 30 '_ O w ' UI_ f I I I 3' -0 12 3 1 -0 TYPICA I _ ! N i I N I $ALLY. PART I o I c A H - . V -6 10 74' -0' 2 7'_0 w 6310 _ 0' — 30#—W 1 — 1 IV 3'r 3 12'_ • 3' 12 ' 3 ' , '- 3 '_ 0 • , 1_ 3 •L0 1r. 1 - -' -` - - I - -- 1 '6w 1' -6" 1 -8w n n a] to I I I I I 13 8 • -O w 12 3' -0' 12' -0' - 3'L6w 1 � I I I o I o N sit = o H • I I in i r _ ­ III i ❑ — — _ _ _ _. I - - - t o _ - - - - 1' -1 5/8 27'- i .i /4 ► 14' -6' I I 1 q r - -- - - I I . _ - rn A I H `j- H a 0 N w I — -- 1 I 1 ! I I 5' - 6'_8 9' -4" 19' -4" 4'. » O 2 ' - U t %- A ( N 1; lyl A A G - -- A 4 10 -1 3/4" * H I 0 D 15' -0" -I 12' -10` ° 15' -0" 15'- 10' r w , CORRIDOR 28 - 9 � -5 I 1 I o - 10 t /4w ` J w 114 A 0' -0' 1 O o � - N 00 ' t '_gr 2'_2- H ° H I I I lr � 1 I I I o ! r o o a i I 3' -4 3/4' 13 -5 3 1 ' - � _ _ " J I v I I ` / ao L I co 2 -Wl N I -_ N O . / i A ! o �' I 1 o G H I I 1' -8 ' /2" 9' -6`, 5' -d - 3 26 -10 3 .%, p•_ I I I F �,,- v ` I I �\ - I ! G G L ' L C > Q I 4)1' A A 1 } .� I �/ rw.wiavw'sw•waw.• wrtilt � -�-� I ;. s _ c) MET- a in 000! A 2' -4 y Y I I G G � A I I H +'� I A A L A 4 � O _ . I , 1 -a I� o C ' E I ' A V 2 -0 1 8 . G - - ' a ELEC ; G A .N - , i - -. 4- - - - - -- - - __ .. _ -' -- - -- o -� -6" I ,s ,1 2• r 6 N - AIL i I � A � ' E 7 7' � 1 / 5/ t I l j L L 5j o - I EC. ELEv _ 5 EL A 1164 Alt I I I I - 1i <�>- I — AN. I w C I N I J ' ° ,fit' -2 I J. A f I ,� _ \vim/ I r „ M 1 2 . o., . 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REFER TO DRAWINGS BY VELA ELECTRICAL FOR SMOKE 8. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLER SYSTEM, "' 2. SEE DWG. TI A6.1 - TI A6.3 FOR FINISHES AND WALT. TYPES. AND FIRE ALARMS, EMERGENCY PATHWAY ILLUMINATION STANDPIPES AND ROADWAYS SWILL BE INSTALLED AND FIRST FLOOR WALL _DIMENSION PLAN 2T 3' -0t 3' - J. PROVIDE 2A/108C FIRE EXTINGUISERS 1/3000 S.F. MAX. AND EXIT SIGNAGE. OPERATIONAL PRIOR TO THE START of ANY COMBUSTIBLE" 75 FT, MAX. TRAVEL DISTANCE. VERIFY ALL LOCATIONS 6. WALL�AND �i4LL DOORS TO BE R THE STAR T OF COMBUSTIBLE CONSTRUCTION. FOLLOWING MAY p 1/S ON PLAN WITH FIRE MARSHAL. ' =1' - - SEMI RECESSED CABINET PER 6/A5.8 TIGHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL 9. ELEVATOR MACHINE ROOM AND SHAFT TO BE 9PRINKLERED �'�*r - 1 711 OCCUPANCY - 8, A -3, I -3 • - FIRE LXTINGUISER ASSEMBLIES. WITH PRE - ACTUATION SENSORS. `�` " GROSS ' AREA - 37,719 S.F. 4. REFER TO SPRINKLER DRAWINGS BY McKINSTRY MECHANICAL 7. PROVIDE FIRE SAFING AT ALL PENETRATIONS THROUGH 10. SEE DRAWINGS TI A6.3A - TI A6.4A FOR DOOR SCHEDULE FOR ALL STANDPIPE, RISER AND VALVE LOCATIONS. FLOOR SLABS AND BETWEFN FL.00R SLAB AND EXTERIOR AND TYPES COORDINATE WITH ARCHITECT. WALLS. UL SYSTEM NO. CAJ 1020 By USG OR EQUAL. i - - --- - -- — --- . -- -._ - - -- 1► 0 A6 6' 0" -- 8' -0 " - -- - -- - - 3Co'- 0 • i 1i I I I i - � II • 11 I 1 a • ° FOIA FOIA '--- - - - - - - - OFFICE FFICE; T22j L 1 1 228) FILE/ ! SAS 'C' SAS 'C' STORAGE I Q o� i1ts • DAD OFFICE _ ' Il 23 SAS '30' SAS; ? C l ' _ I I SUPV.� I NO OvFI - -- - OFFICE i U SAS SAS 'C' C • HALLWAY S TORAGE T� - 2261 I ,pn J* - - - - - - ml=jkma L oQ SDAO aCr DAO OFFICE a OFF a_Q - pA0_OFFICE i222� I + N l 'C l SAS 'C' 22 I SAS 'C' i 1 SAS s , HAI LWAY i _° •'20J 16 Ion i DAO OFFICE DAO _OFFICE -D.Z 0FFICE o 1( 218 i2il' i2ip w ^ SAS 'C' SAS 'C' I SAS TC' o o � , Ell o nj o ' Ln it 2.321 o I STORAGE 1 V Irom ow Q. SPEC PROGRAM i i I I I 1 • ° FOIA FOIA '--- - - - - - - - OFFICE FFICE; T22j L 1 1 228) FILE/ ! SAS 'C' SAS 'C' STORAGE I Q o� i1ts • DAD OFFICE _ ' Il 23 SAS '30' SAS; ? C l ' _ I I SUPV.� I NO OvFI - -- - OFFICE i U SAS SAS 'C' C • HALLWAY S TORAGE T� - 2261 I ,pn J* - - - - - - ml=jkma L oQ SDAO aCr DAO OFFICE a OFF a_Q - pA0_OFFICE i222� I + N l 'C l SAS 'C' 22 I SAS 'C' i 1 SAS s , HAI LWAY i _° •'20J 16 Ion i DAO OFFICE DAO _OFFICE -D.Z 0FFICE o 1( 218 i2il' i2ip w ^ SAS 'C' SAS 'C' I SAS TC' o o � , Ell o nj o ' Ln D 1. -O N E 10 1 L 30 - U e ._ o . 12' -Q_ 3'l. 3'L ' tZ' - - `3 -•0+; 1 • 3 ' L - 0 .�' .��r'� 1 1 I ? ►�• 1 -,I'- - TYPiMAI ---.� — - I .- • � • r r 1 .- r I 1 -6 1 6 r_ 5 �_ 3 �_ 6 • 3 �_ 6 - S �_ • 3 •_ • 3' ' -2 3 / •_ . 5 •_ . 3 ._ . _ _ _ _ IL * — (� � +I` r S r_ r.� } 3 r - S r • 5 sr - O• `.- • 3 t ; • y r • S . • �r O S - Q - 3 - 5�,, ' ac lit I its �-•-• ANO 1 SU 1 I l � � ��T A X �iTT0�2NEY - _ AT - JADJ 7 ,..r -— - - _ - 0 F ICE 0 F F I C E SORTER WORK S U PV N A '- • . ; ,,TAM — ' _ ... _________. _ _ 6 -- _ SLRFA �` - - ♦ .\ /' - I . ✓ i 1 1 9x7 I i . 1251 1252 OPENER ., .. .. A -NA t2 NATZ ! Z - D� i ADJ �• OFF" C E t S 'C' .._ X �: �; ' WS 5X7 �It r.. ,. 9X7 NATZ ATL ; >H SAS C 15 SAS C i - AS ADJ .8. 1 ' .:, 8X8 g at F .'� 8X8 i X9 ,i, t r 8X8 i261 w I I _a ,'.' w r i �' . '1 r 14 ' X7 SAS C F I LET _ CART ; BAR T i... - i ;�{ `�: COUNSEL COPY AREA . i ao3 ADBJ .r l; y S �`' 9 7 _ c, •, OFFICE _ r RED J �� h, _ W N A TZ T253 Nm t .' 8 'ADJ 8X �'`•.� +, - ADJ '� 'Y Jai; �(RK A �. '� x ATZ i ,• NATZ *: I25o I SAS '3' BREAK I ; ROOM f 9x� ' ' 8x4 eY� li1 `° x� 8x8 ,! f r RQOM %n I J r T25S - s . _ NATZ 1 4 ` I 8 X, 0 . LEGAL I �' , s; SAS '27' -. , �. FILET -COPY STORAGE 8xso warl 1 T254 Q I 1 a �` r �; I I 1w i "� y 3, 9x 1 - I i 1 TIA5.9E STORAGE AREA I S S . :, er I • , r ADJ �' ? k _ ;1 r 7, E 1248 'S -16 ,'8X8 n •� AD -ADJ ADJ WS t ..♦... 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I C R I D O R -- - SAS '9' -w E L E C - "- ' �- . LT2E.ij : • PUBLIC f - _ . �2� 1 /) i T235 22 , ` �� E I` I LE I' SA_ 'C' - I �' �� s �J -- ,- , I CORRIDO. i l l� ' . r ,o - 1 S hvE SAVE U I SAS - �- - - -- - -�wF� - V l _ I I �' I .e X7 F 7 - I ALE... • li - q 3C' ►4 I. r 1• 9 9X off` MI 1 5 - 18' - i198� JAN, I - - - - - - - - - ELEV. S - i II ii •` N �A 8' _J - TO _ S UP PORT , _ _ � � RA A 121.5 r _ - IOg L'?651 N c i c,. ___J IJI� ELEVATOR s + - t <:6 SIM, A - _ , ) _ :# WOMEN �' r'� � _ -a o i U SAS ' OPEN ►� ' rn , _ LOBBY 222 �i - , F i �. L--- ---� AREA EXAM LAW ,• • -n ' ;�- K — DAO I o WS 9x7 ( _ � WORK AR e i X13 � n � I I LIBRARY U NION 9 x9 _- = �.:� I. - I?6, O - i _ COPY AR EA o f Q1 _ �FFIC E f.f I _ I x237: FFICE I WOMEN �1 �. -' .i'' `►. r i 7 1 ` 1236 - 17 1` - --- A, ECURE ' �'`� STAIR 3 I sAS o c i_e o4 STAIR 2 SAS 25 �. ELEV. A T 5s ELEV. I S .. �,;' �.�::,,: SAVE OFFICE /SAVE OFFICE 1 «� l� �, U - :... , I # 8 OPEN S A - - -- - ; SAS 3 - I ?0 4411 b SIIiA. ,' i IA5 a f - � .� � SIM. 1 � 3 I v I � I i - T266 i267 WORK AREA r — -�- �l ��� SAS C - - y STORAGE - L� • - , ; �--� �. >n • T239! I I • f r -- r '.� ® ., 236 s ,�- .. AS 'C' A., 'C' i 219 _ _ - - __ i - - - I 'S -4' ._.. I fh - .er+wsrsaurwv ar a x l z ._ - ..... -.r... — ... -.. - �' —•- -- .- +:.._ --- — — 1 I 1 - / . HALLWAY -_ I r- r 7 EMPLOYEE Y PUBLIC � � -, EMPLOYEE • I -P UBLIC A - - -- i2 HALLWAY 12 CORRIDOR O, CORRIDOR CORRIDOR AIM\ 1 U I �� /� J I I ._ - A5 91? Q I A5.2 \ - - OA O 91 6 -AN CLOS. it 2.321 I SAS 'S -18' STORAGE +� V Irom ow Q. SPEC PROGRAM f LXAM f LA w ':= - SUPPORT 1 ANALYST .PROJ 9x9 rzas� SAS 'C' _ LIBRARY . 7'6X c 1 v, ` i 241 OPEN !, SAS '25' fm 24 WORK AREA 24s i T2451 D 1. -O N E 10 1 L 30 - U e ._ o . 12' -Q_ 3'l. 3'L ' tZ' - - `3 -•0+; 1 • 3 ' L - 0 .�' .��r'� 1 1 I ? ►�• 1 -,I'- - TYPiMAI ---.� — - I .- • � • r r 1 .- r I 1 -6 1 6 r_ 5 �_ 3 �_ 6 • 3 �_ 6 - S �_ • 3 •_ • 3' ' -2 3 / •_ . 5 •_ . 3 ._ . _ _ _ _ IL * — (� � +I` r S r_ r.� } 3 r - S r • 5 sr - O• `.- • 3 t ; • y r • S . • �r O S - Q - 3 - 5�,, ' ac lit I its �-•-• ANO 1 SU 1 I l � � ��T A X �iTT0�2NEY - _ AT - JADJ 7 ,..r -— - - _ - 0 F ICE 0 F F I C E SORTER WORK S U PV N A '- • . ; ,,TAM — ' _ ... _________. _ _ 6 -- _ SLRFA �` - - ♦ .\ /' - I . ✓ i 1 1 9x7 I i . 1251 1252 OPENER ., .. .. A -NA t2 NATZ ! Z - D� i ADJ �• OFF" C E t S 'C' .._ X �: �; ' WS 5X7 �It r.. ,. 9X7 NATZ ATL ; >H SAS C 15 SAS C i - AS ADJ .8. 1 ' .:, 8X8 g at F .'� 8X8 i X9 ,i, t r 8X8 i261 w I I _a ,'.' w r i �' . '1 r 14 ' X7 SAS C F I LET _ CART ; BAR T i... - i ;�{ `�: COUNSEL COPY AREA . i ao3 ADBJ .r l; y S �`' 9 7 _ c, •, OFFICE _ r RED J �� h, _ W N A TZ T253 Nm t .' 8 'ADJ 8X �'`•.� +, - ADJ '� 'Y Jai; �(RK A �. '� x ATZ i ,• NATZ *: I25o I SAS '3' BREAK I ; ROOM f 9x� ' ' 8x4 eY� li1 `° x� 8x8 ,! f r RQOM %n I J r T25S - s . _ NATZ 1 4 ` I 8 X, 0 . LEGAL I �' , s; SAS '27' -. , �. FILET -COPY STORAGE 8xso warl 1 T254 Q I 1 a �` r �; I I 1w i "� y 3, 9x 1 - I i 1 TIA5.9E STORAGE AREA I S S . :, er I • , r ADJ �' ? k _ ;1 r 7, E 1248 'S -16 ,'8X8 n •� AD -ADJ ADJ WS t ..♦... G' Y,►':. 6 , CONFERENCE i i 1421 % `� L aW v' j 8X i ' 9x7 8xs f ' ' Bxa y } i -; -. n==n TL NAT _. = _ 8X9 �- - - -- - - - - - - SAS '3' SHR 11 } a Q Q ADJA • 124 t 1 • 4X7 SAS 'S -1 24 MPlOYEE 54 �_ y :,. 1 `: SUPPORT SUPPORT I + .. .:.. y AREA AREA SUPV ' I •• � MAIL HOX(_S W/ MAIL BOXES /DROP 6,A5.8 t I _ I --. ----- - -- .COR ► CO M B O �o I 1 B .♦._ _.,.. ._._._ ..._ I F F I � I 4 ---.. ( I r F -- 4g I I f A5.2 I - -_ - -- i�35' - -- - - - -- - - - _ OPEN -a- - _... - - - - -- — - - - - - D -- - - -- �� r,r T - -- - - E N - 0 I TZ 291 tj M C pY�� -OR sAs 'c' �,, ( -- - _ WORK AREA L725 9�AS I "-� r _ 9x D 1 S T R I C T !- = 05 I N �J �% I�J 2?1 r_. , 1 t L� P H U N E �`1ou /TIA5.9F a _ - i M ' -' SA5 �� 2 N ? I D I R E C_T O R l L�r ' I O R A G E _ - U. SAS 3 r. 1 r .. FILE T24(J' ST AIDE 5T AIDE SEC - -_ STORAGE JALN r2ao . 22 SAS •B' 8x� e>< xB 1249 T214 - oc poom - - _ ,� _ �; _ RAIS u►5 9 i 1 I - -� R J 1 SUP V Ir EMPLOY 1 i 1 - -- -- ___ - - - -- - Ri ,�� /. I C R I D O R -- - SAS '9' -w E L E C - "- ' �- . LT2E.ij : • PUBLIC f - _ . �2� 1 /) i T235 22 , ` �� E I` I LE I' SA_ 'C' - I �' �� s �J -- ,- , I CORRIDO. i l l� ' . r ,o - 1 S hvE SAVE U I SAS - �- - - -- - -�wF� - V l _ I I �' I .e X7 F 7 - I ALE... • li - q 3C' ►4 I. r 1• 9 9X off` MI 1 5 - 18' - i198� JAN, I - - - - - - - - - ELEV. S - i II ii •` N �A 8' _J - TO _ S UP PORT , _ _ � � RA A 121.5 r _ - IOg L'?651 N c i c,. ___J IJI� ELEVATOR s + - t <:6 SIM, A - _ , ) _ :# WOMEN �' r'� � _ -a o i U SAS ' OPEN ►� ' rn , _ LOBBY 222 �i - , F i �. L--- ---� AREA EXAM LAW ,• • -n ' ;�- K — DAO I o WS 9x7 ( _ � WORK AR e i X13 � n � I I LIBRARY U NION 9 x9 _- = �.:� I. - I?6, O - i _ COPY AR EA o f Q1 _ �FFIC E f.f I _ I x237: FFICE I WOMEN �1 �. -' .i'' `►. r i 7 1 ` 1236 - 17 1` - --- A, ECURE ' �'`� STAIR 3 I sAS o c i_e o4 STAIR 2 SAS 25 �. ELEV. A T 5s ELEV. I S .. �,;' �.�::,,: SAVE OFFICE /SAVE OFFICE 1 «� l� �, U - :... , I # 8 OPEN S A - - -- - ; SAS 3 - I ?0 4411 b SIIiA. ,' i IA5 a f - � .� � SIM. 1 � 3 I v I � I i - T266 i267 WORK AREA r — -�- �l ��� SAS C - - y STORAGE - L� • - , ; �--� �. >n • T239! I I • f r -- r '.� ® ., 236 s ,�- .. AS 'C' A., 'C' i 219 _ _ - - __ i - - - I 'S -4' ._.. I fh - .er+wsrsaurwv ar a x l z ._ - ..... -.r... — ... -.. - �' —•- -- .- +:.._ --- — — 1 I 1 - / . HALLWAY -_ I r- r 7 EMPLOYEE Y PUBLIC � � -, EMPLOYEE • I -P UBLIC A - - -- i2 HALLWAY 12 CORRIDOR O, CORRIDOR CORRIDOR AIM\ 1 U I �� /� J I I ._ - A5 91? Q I A5.2 \ - - OA O 91 6 -AN CLOS. it 2.321 I SAS 'S -18' STORAGE +� V Irom A S AO OFFICE f 'C' 1 SAS 1235 I t ,_ ` 1212 1 I I I . _ . ... _ I T l -- ._.--- - - ---1 n 1 235 L_ 1 OFFICE I o ADA T 'I 20� MOVABLE SEATS 14 O 1� - -= r..� ; !. AN 1 f { ih 1 - �. 1 I / I A - - - - i , L i , - _ I 7- SAS 'C' r I I 1 I ` �- _SET , ,, -- - • � .. ._;- ,:..• - P EN ' a ��. E I . <wIUE RECESSED, 'RICALLY �' I >!. .,r ,� �. , CLOSET .��PEN �' I� o+ C HAFT 1264 TO QSLOW I I J/ y 1 - PV ELfC1 - _ w5 t� SU OPERATED PROJECTOR SCREEN w ASYLUM - ! SAS S - 18 AUTOMA'IC CEILING CLOSURE & KEY t VISITOR I I ` i' 1 I 1 j 3 1 I I S 1 _ -- I _ _. SAS .MEN ' WOM N I !WAITING .� I I ,.� ,;,;. . ``h A ,C, - - - - SUR ACF TO ~ H.x 'H - f3L 96 96 f V CON �-; ... _. ,.,,. •�►I#. 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If 1 0 i r I � 2' _0' 1' -6 L I i �I0 - -G 111 is 1 tE I t<. c • n _1 I 15-0 I I 15'- • I I 1' - 6 0 1 ' _42' -0' 43' - • r '� -� 3' -- 12' -0 " 3'- 12' -0" 3' -0 12' -0• 3' -6' S'- 5' -0' �, 5' -0' -0' 3' -8' 12' -0 3' -0 12' -0 3'- - 12 0 .. 3' -Ot ^+ • 12' - _3 -0 42 -0 13'-0 12 -0 f2 -0 3 �k 42 -0 3 -0 12 J 3 -6 6'- 0' 60' -6' 30' -0' I _ 33' -0' I 27' 0' 11 33' -O' 30' -0" I 60' -6' 6' -0" WALL HATCH LEGEND Tf� FULL HEIGHT 2 HOUR CMU ASSEMBLY M 2 7 2404 1 HOUR RATED ASSEMBLY FULL HEIGHT CMU 10 STRUCi URE TYP. - u.N.O. �'+�+,r q� �� 2 HOUR RATED ASSEM8:L Y 4 H OUR CMU ASSEMBLY 1. SEE DWG. TI A8.1 FOR CEILING. 5. REFEk TO DRAWINGS BY VECA ELECTRICAL FOR SMOKE S. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLER SYSTEM, 2. SEE DWG. TI A6.1 - TI A6.3 FOR FINISHES AND WALL TYPES. AND FIRE ALARMS, EMERGENCY PATHWAY ILLUMINATION STANDPIPES AND ROADWAYS SHALL BE INSTALLED AND SECOND FLOOR P LA N 3. PROVIDE 2A/ 108C FIRE E XTINGLN SERS 1/3000 S.F. MAX AND EXIT SO4AGE. OPERATIONAL PRIOR TO THE START OF ANY COMBUSTIBLE - — - - 75 FT. MAX TRAVEL DISTANCE. VERIFY ALL LOCATIONS 6. FUTURE CORRIDORS IF CONSTRUCTED TO HAVE 1 HOUR CONSTRUCTION. ROADWAYS TO REMAIN OPEN FOLLOWING ON PLAN WITH FIRE MARSHAL. WALL AND CEILING CONSTRUCTION. ALL DOORS TO BE THE START OF COMBUSTIBLE CONSTRUCTION C2 - SEMI RECESSED CABINET PER 6/A5.8 71GHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL 9. ELEVATOR MACHINE ROOM AND SHAFT TO BE SPRINKLERED GIRM OCCUPANCY - 8 AREA 36,072 S.F. lb - FIRE EXTINGUISER ASSEMBLIES. WITH PRE - ACTUATION SENSORS. - 4. REFER TO SPRINKLER DRAWINGS BY McKINSTRY MECHANICAL T• PROVIDE FIRE SAFING AT ALL PENETRATIONS THROUGH 10. SEE DRAWINGS TI A6.3A -- TI A6.4A FOR DOOR SCHEDULE FOR ALL STANDPIPE, RISER AND VALVE LOCATIONS. FLOOR SLABS AND BETWEEN FLOOR SLAB AND EXTERIOR AND TYPES COORDINATE WITH ARCHITECT. WALLS. UL SYSTEM NO. CA11020 BY USG OR EQUAL. 1• x 0 0 Irom F c • n _1 I 15-0 I I 15'- • I I 1' - 6 0 1 ' _42' -0' 43' - • r '� -� 3' -- 12' -0 " 3'- 12' -0" 3' -0 12' -0• 3' -6' S'- 5' -0' �, 5' -0' -0' 3' -8' 12' -0 3' -0 12' -0 3'- - 12 0 .. 3' -Ot ^+ • 12' - _3 -0 42 -0 13'-0 12 -0 f2 -0 3 �k 42 -0 3 -0 12 J 3 -6 6'- 0' 60' -6' 30' -0' I _ 33' -0' I 27' 0' 11 33' -O' 30' -0" I 60' -6' 6' -0" WALL HATCH LEGEND Tf� FULL HEIGHT 2 HOUR CMU ASSEMBLY M 2 7 2404 1 HOUR RATED ASSEMBLY FULL HEIGHT CMU 10 STRUCi URE TYP. - u.N.O. �'+�+,r q� �� 2 HOUR RATED ASSEM8:L Y 4 H OUR CMU ASSEMBLY 1. SEE DWG. TI A8.1 FOR CEILING. 5. REFEk TO DRAWINGS BY VECA ELECTRICAL FOR SMOKE S. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLER SYSTEM, 2. SEE DWG. TI A6.1 - TI A6.3 FOR FINISHES AND WALL TYPES. AND FIRE ALARMS, EMERGENCY PATHWAY ILLUMINATION STANDPIPES AND ROADWAYS SHALL BE INSTALLED AND SECOND FLOOR P LA N 3. PROVIDE 2A/ 108C FIRE E XTINGLN SERS 1/3000 S.F. MAX AND EXIT SO4AGE. OPERATIONAL PRIOR TO THE START OF ANY COMBUSTIBLE - — - - 75 FT. MAX TRAVEL DISTANCE. VERIFY ALL LOCATIONS 6. FUTURE CORRIDORS IF CONSTRUCTED TO HAVE 1 HOUR CONSTRUCTION. ROADWAYS TO REMAIN OPEN FOLLOWING ON PLAN WITH FIRE MARSHAL. WALL AND CEILING CONSTRUCTION. ALL DOORS TO BE THE START OF COMBUSTIBLE CONSTRUCTION C2 - SEMI RECESSED CABINET PER 6/A5.8 71GHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL 9. ELEVATOR MACHINE ROOM AND SHAFT TO BE SPRINKLERED GIRM OCCUPANCY - 8 AREA 36,072 S.F. lb - FIRE EXTINGUISER ASSEMBLIES. WITH PRE - ACTUATION SENSORS. - 4. REFER TO SPRINKLER DRAWINGS BY McKINSTRY MECHANICAL T• PROVIDE FIRE SAFING AT ALL PENETRATIONS THROUGH 10. SEE DRAWINGS TI A6.3A -- TI A6.4A FOR DOOR SCHEDULE FOR ALL STANDPIPE, RISER AND VALVE LOCATIONS. FLOOR SLABS AND BETWEEN FLOOR SLAB AND EXTERIOR AND TYPES COORDINATE WITH ARCHITECT. WALLS. UL SYSTEM NO. CA11020 BY USG OR EQUAL. 1• x b ' -0 . 2' - U` 15'- 6" -- -- — --� - - - -- I o I 17' -0" -- I tA . c I 2 e ' 8 1/4- i o � � ' I N :.� ' o pn A A o I \✓ 1 2 61 iv 1 �n I O O� I II A I J - 2 . 5' -5" L 1 I I I O It c 1 8'-7 1/2 I A I A I N I I I � I I t • 1 O _ . - -� 1 -2" _ 0 1 I I ■ Q o I I o o t , - 6 " 12' -0" 3' 12' -0' J 3' 12' -0' 30' -0" I - '3 - A ` A I 0 120'- 2 � 1 A > • _q I i � 1 N A 15' -1 1/4" A 0 _1 . a, uu ---- -- I I 1 i . A ' I 1 1 o «� I' 3' -2� r � I _ A ' + + o I 1 • I a r r I I N � I r e ' O 1 - O N 1 0 I T ip • Co o I — —•Ir - F 1•_6 1' -6' 2' -0" 42' -0" 3' -0 12' -0" 3' -6" 60' -6" 6' -C of v% A t0 FULL HEIGHT 2 HOUR CMU ASSEMBLY j I 111111111"1111 fill 1 HOUR RATED ASSEMBLY FULL HEW CMU M ► �--- � - - - - -_ -- -- S N AY 2 7 ` � TO STRUCTURE TYP. - U.N.O. - A$ NO cEO 2 HOUR RATED ASSEMBLY 4 HOUR CMU ASSEMBLY LI v � mm 1. SEE DWG. TI A8.1 FOR CEILING. S. REFER TO DRAWINGS BY VECA ELECTRICAL FOR SMOKE S. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLER SYSTEM, 2. SEE DWG. TI A6.1 - TI A6.3 FOR FINISHES AND WALL TYPES. AND FIRE ALARMS, EMERGENCY PATHWAY ILLUMINATION STANDPIPES AND ROADWAYS SHALL BE INSTALLED AND OND F LOO R �� PLAN 7 3. PROVIDE 2A /1OBC FIRE EXTINGUISERS 1/3000 S.F. MAX. AND EXIT SIGNAGE. OPERATIONAL PRIOR TO THE START Of ANY COMBUSTIBLE 5 FT. MAX. TRAVEL DISTAN RIFY 6. FUTURE CORRIDORS IF CONSTRUCTED TO HAVE 1 CONSTRUCTION. ROADWAYS TO REMAIN OP N D IMENSION CE VERIFY ALL LOCATIONS FIOIIR E FOLLOWING ON PUN WITH FIRE MARSHAL. WALL AND CEILING CONSTRUCTION. ALL DOORS TO BE THE START OF COMBUSTIBLE CONSTRUCTION. OCCUPANCY - B o - SEMI RECESSED CA13INET PER 6/A5.8 TIGHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL 9. ELEVATOR MACHINE ROOM AND SKAFT TO BE SPRINKLERED - FIRE EXTINGUISER ASSEMBLIES. WITH PRE - ACTUATION SENSORS. GROSS . REFER TO SPRINKLER DRAWINGS BY McKINSTRY MECHANICAL PROVIDE FIRE SAFING AT ALL PENETRATIONS TH OR ROUGM 1O. SEE DRAWINGS TI A6.3A - TI A6.4A FOR DO SCHEDULE AREA - 35,072 S.F. 4 FOR ALL STANDPIPE, RISER AND VALVE LOCATIONS. FLOOR SLABS AND BETWEEN FLOOR SLAB AND EXTERIOR AND TYPES COORDINATE WITH ARCHITECT. WALLS. UL SYSTEM 140. CAJ1020 BY USG OR EQUAL. r 5 6 7 8 9 10 11 12 2 74'-0" 48'--0' 7' -0 48 IL 7 -60 6 ._ • 30 ' -0 8 - '", - 1 30 - • e•_Q• 30' -0• 30 -0 .�0. 12' -0• 3� 12' -0 3c 3'L 1 '- ' -0' 1 -0' 3'1 -0'� 15' 15'_ I ( - I I TYP ICAL 'L2 —ow I - - - - - -r t -- - - — - ---� -- - - - - - -- - - -- -- - I -- --- �1 3' -2' -6 . 5 , - 3 -6 3' ,�,- . 3 , -5 . � 5 , - 3, -6, 4,- 5 � - 3� -5.3. l v_ 5'- 0• S,- • 5-4 --4' S � � 3 , 2 . -5• 5 :=2! < 51- • g'- 5�, 3' -5" 3' 7• I I I 1- 7 - r 1 ' -7. 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I I I I DECK 0 R i 11 12 6'- B' -0'_y i i 7g jr- _IR\ i J I�- 5 JA [3M ] 's -18' Li " - r - e o I N i' ' 1 x • CONC. SHEAR WALL - 1 _ F ; I Ft �.,.. I 10 FE I � IX I EL EC 309 — — �� ►.� SAS ' ' I -1$' BED . -EAL N I E � r REST UNIT ROOF BELOW - I ' I T3b3 I i304 ! T OIL E 1 I , ' _ _ y STAIR # 2 - oa _ ' REC_EP N Q 301 ► I .1 4 -- JL, - -- - -- _ �C3, -- -- - - - -- - I � I URSE'S' `- STATION o I N I I I I I LAN \ I CLOS 'SEC I C5 1 1 L! 1 SAS 'S -18' o N L q I o, I r i I C, I I i I i o I I 0 AN m I 0 N ROOF BELOW ROOF BELOW _ -- _ \j SAS , I~ L. loc MEN I FITNESS } I WOMEN 30.3 R 10A [ 13p21 ><, '--• T313 s ,,r , __ II 11 ® I I i ELEC. 5 r JELEV_. i ® _ L — � I SAS 26 0 I t 1 � 2 1 5 -18' 11 I A kh" I 08 BY 31 1 I A! 310 fl ' i M ' ® ^ i 1 + i - R O !1 I, S OF ®I I 8 " AK ,SO CK E R ROOM SAS . �,, S -15 / �MD LEV. t,3it °� BOOM ,..__ ' AIR 3 A A ✓ I fi , �t' 4 �# 3 ` .' 1312 # 308 5.9 --�' - \ SAS 'S-16' ... - I Q •! , O JAN `�"'T'" — 1 i..l r -0 V - - - - I 1 - —- _ _ -- -- — — ,•.141 777 12 t -- — 14 C3 j -- � 5 As.e CORRIDOR ' 1300 '"""" "`"'... -► ""'' �' 1 I I ! UA N CLOSET I t M� FT i335 _ SAS 'S -18' I I I I I I ' O O lot • 1 1 i 0p I ' FE i o I COMIC. COLUMN I I ( I I I I r, - I 17F, -� - ----r- 1 — — r --- — 0 O 1 O 0 - - — ' • 0 \ ( a < < I 1 1 I ROOF BE I ► N ? t ROOF BELOW f I 1' -6 2'_0" 15' -0" 15' -0" 3 ' -6 S ' - 0 " 5' -0" 5' -0' S' -0" 3' -6" 15' -O' , is 1. 3' -6w 1:' -0• 3'-0 57' -00 12 +3' -0' 12' -0' 3'_0 12' -0' 3 ' - p 1 27 ' -0 " 3'-0 12' -0" 3' -0 12' -0' '- " 2 ._ 0 • '_0. - L�_ It 57' 0 3' -0 12' -0' 75' -6' 30' -0' 63' -0" 30'_0" 75' -6" --J 6'- C WALL HATCH LEGEND 1 � 1UN �oj� FULL HEIGHT 2 FLOUR CmU ASSEMBLY 1 HOUR RATED ASSEMBLY RILL HEK,WT CMU TO STRUCTURE TYP. - U.N.O. NAY 2 7 2004 per cs,rL 2 HOUR RATED ASSEMBLY 4 HOUR CMU ABLY hQml 1. SEE OWG. TI A8.1 FOR CEILING. 5. REFER TO DRAWINGS BY VEGA ELECTRICAL FOR SMOKF 8. ALL FIR HYDRANTS, T ' E HYD AN S, WA ER MAINS SPRINKLER SYSTEM, 2. SEE DWG. TI A6.1 - TI A6.3 FOR FINISHES AND WALL TYPES. AND FIRE ALARMS, EMERGENCY PATHWAY ILLUMINATION STANDPIPES AND ROADWAYS SHALL BE INSTALLED AND 3. PROVIDE 2A/1000 FIRE EXIINGUISERS 1/3000 S.F. MAX. AND EXIT SIGNAGE• OPERATIONAL. PRIOR TO THE START OF ANY COMBUSTIBLE 75 FT. MAX. TRAVEL DISTANCE. VERIFY ALL LOCATIONS 6. FUTURE CORRIDORS IF CONSTRUCTED TO HAVE 1 HOUR CONSTRUCTION. ROADWAYS TO REMAIN OPEN FOLIL WING _THIRD FLOOR PLAN ON PLAN WITH FIRE MARSHAL. WA; L AND CEILING CO NSTRUCTION. ALL ODORS TO BE THE START OF COMBUSTIBLE CONS T ION RUCT. 1 Tv6,HT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL 9. ELEVATOR MACHINE E NE ROOM AND 9W TO SPRINKLETiED �6 1' - 0" 0 - - SEMI RECESSED FIRE EXT NGU SER CA BINET PER 6/A5.8 ASSEMBLIES. WITH PRE - ACTUATION SENSORS. OCCUPANCY 9 4. REFER TO SPRINKI ER DRAWINGS BY MCKiNSTRY MECHANICAL 7. PROVIDE FIRE SAFING AT ALL PENETRATIONS THROUGH TYPES GROSS AREA - 34,597 S.F. FOR ALL STANDPiPL, RISER AND VALVE LOCATIONS. FLOOR SLABS AND BETWEEN FLOOR SUB AND EXTERIOR 10. SEE AND TYPES T GS Ti A6.3A - TI A6.4A FOR DOOR SCHEDULE COORDINATE WITH ARCHITECT. WALLS. UL SYSTEM NO. CAJ1020 By USG OR EQUAL. LANCE MUELLER d ASSOCIATES o2 ;35 THIRD FLOOR PLAN SHE DEPARTMENT OF HOM ELAN D -- -- -- SECURITY T ----, drown DHS S07L R YIErY - 3 -4- by _ _ RM s REGISTERED E P RM1 -1 - I ECT DOOR END - -p4 A R G H 1 Y E C T e A 1 J1 SEATTLE DISTRICT OFFICE PROPERTY OF THE UNITED STATES ;�!�. checked by DRYWALL 4-19— CORPORATION 12500 TUKWI LA INTERNATIONAL BLVD GCyVERNMENTFOROFFICIALUSEONLY DC E OF M , ON S. F• INE ' - - 1 30 LAKES SEATTLE, WA 98122 • 206 3 2 3 2553 NOT REMOVE THIS NOTICE PROPERLY ,,.r.- - dote A SEATTLE, WASHINGTON DESTROY DOCUME TS WHE NO LONGER date 2 N . NEEMD 0 ISSUE nATr N[I tect Ic MAT J Av 14 �"S•• �. } s � ^_ ot �J 4 5 6 7 8 9 10 t'- - - -- - - -- 90'-6" �—r-_ 30 -0 -0 • 30' -0" 3� - 1" 3 : = 5�_ O ---T 5 - -0" 5=-0 * 5' -0" 3� -5" 3 � 1 ?" 3'-5'� 5 ' -0 . 5_0 5 ._ 0 " 5 . -0 . , _5.3' 1 2' �_p• 5 ._ ,�. .I 2' -0' 3 - 12 - 3 0 12'- ' 3' -0' .- . .I 1 go - - _____ �, 5 _5 - 3 -6 3 -0 1 ' �• 0 _ 1 0 3 - 1 ? - - 2 0 3' 0 15' --0 l I ---,f ..0.1'- 7" I 1' -7 "� _ �' -7" 1' -7 "� 1' -�" 15'- 0'3' -6" 5' -0' 3' -6' 3'_ .N __4 20 �. -#- - 6 I 1' _6 . V-6 I � � I I C3 1 Zn O i I . __ + - t " �- ...... -r- Q - - _. I i I . . I � I I 6' 6" I 4' -9 3/4 ! 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IIY•�� li • y -- �- - �r a.. !I 4 F ULL HEIGFIT 2 HOUR CMU ASSEMBLY M. 1 HOUR BATED ASSEMBLY FULL hE*ff CMU 0 STRUCTURE TYP. - J.N.O. 'Ef2M1 xhll. 2 HOUR RATED ASSEMBLY 4 HOUR CM U ASSEMBLY NOTE. 1. SEE DWG. TI A8.1 FOR CEILING. S. REFER TO DRAWINGS BY VECA ELECTRICAL FOR SMOKE S. ALL FIRE HYDRANTS. WATER MAINS, SPRINKLER SYSTEM, 'W ALL 2. 3. SEE DWG. 71 A6.1 - TI 46.3 FOR FINISHES AND WALL TYPES. PROVIDE 2A /10BC FIRE EXTINGUISERS 1/3000 S.F. MAX. AND FIRE ALARMS, EMERGENCY PATHWAv ILLUMINATION AND EXIT %NAGS. STANDPIPES AND ROADWAYS SHALL BE INSIALLED AND OPERATIONAL PRIOR TO THE START OF ANY COMBUSTIBLE THIRD F L 0 0 R LA N 75 FT. MAX. TRAVEL DISTANCE. VERIFY ALL LOCATIONS 6. FUTURE CORRIDORS IF CONSTRUCTED TO HAVE 1 HOUR CONSTRUCTION. ROADWAYS TO REMAIN OPEN FOLLOWING i — D IMEN S I O N ON PLAN WI T H FIRE MARSHAL. WALL AND CEILING CONSTRUCTION. ALL DOORS TO BE THE START OF COMBUSTIBLE CONSTRUCTION. = 1 /8" 1 — —' o - SEMI RECESSED CABINET PER 6/A5.8 TIGHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL 9. ELEVATOR MACHINE ROOM AND SWIFT TO BE SPRINKLERED OCCU PA N CY _ B 0 -- FIRE EXTINGUISER ASSEMBLIES. WITH PRE - ACTUATION SENSORS. GROSS GROSS AREA - 34,597 S.F. 4. REFER TO SPRINKLER DRAWINGS BY McKINSTRY MECHANICAL 2 • PROVIDE FIRE SAFtNG AT ALL PENETRATIONS TMROUIGH 10. SEE DRAWINGS TI A6 3A - TI A6.4A FOR DOOR SCHEDULE FOR ALL STANDPIPE, RISER AND VALVE LOCATIONS. FLOOR SLABS AND BETWEEN FLOOR SLAB AND EXTERIOR AND TYPES COORDINATE WITH ARCHITECT. 'HALLS. UL SYSTEM NO. "1020 UY USG OR EQUAL. 0 � I a s I i I 6 6 , I t I 170 N I Cl i I I I i i 0 N I I I I I I i s ! - I • �1 O II s I tG I h a b O O I t � I N , I Ln 11 / 0 \ - —�F� I I ( o I io t I N I i 8' -8 1/4" 15'- 1' -6' 1 2 0 -0 0 1�1 Lu 1 - N I I - • ( 1' I I I I - -.� I ' -�-. _ _ -- _ _' - ,•— - --- -' - -_ - - - - - .�__. _. �. —....- ..a... S_ vLa iar.. - - - .ti.._.r «..a..a. +.++.tom._ .l ...ot �.'t_ . IIY•�� li • y -- �- - �r a.. !I 4 4 105 r M N � w 30 w � r � � r ■ r r w r w 1 31. 1 3' - 5 5 - 0 5 - 0 5 -o * 5, 3 5 2 3@-5 50-00 _5 -0 5 -Q 5'- 0 J -50 3 -5 -0 1' - 1'--7' �,1' -7 V- 70 1' -7" I .n I I N ONF ERENCE �• \,' I i co 0 DEPUTY ! .}, FIELD "14,37 I 4 FIELD � COMPUTER COMPUTER DIRECTOR � EC. SPEC, ! SAS s -1 I IRFCTOR 1435 1a39� ?440 T441 I SAS 'A' 4 _ _ S ,8, SAS 'C' SAS 'C OPEN C A 440 44 4 4b I - WORE EA I I I 4,� i 438 I I' SPEC FE 436 s' E. 4 3 8W6 �• ASSIST SUPPORT ! i4�4• COPYjFIL-E AREA SAS ' C' 1 3 /TIAS QF t WS STORACE SAS' CORRIDOR t Is \ --- L 445 j ' -- - -- - FOD 41t WAITING i EL• / D O COPY -- I �H FILE r 3� OF FICE STORAGE DPP SAS '18' I I - r 1 T432 SAS '3' I I SAS C' 431 431A 4 - I 40611 SERv ! L LEC - 1900 SAS 'S r 0 Ws I o 9X7 I I L478j I - - SAS 'C' BREAK ,� I a04 , STAIR.? _ROOM 419 418 142y 1 -- - - - - - - - WS 12 OPP/TIA5.9 El � SAS 'S -1 _ (! DO OPEN ! OFF L1425� WORK AREA ! � I ! III ` SAS 'C'- 142 I 401A SDDO :... 0426 �c ,r ECK SAS 'C' I. N . I 6 LO o 46.=1 N f I I I 2 w WALL HATCH LEGEND PROG ANLST WS 8X10 SD 0 OFFICE ^� T417� � SASS 'C' OPEN WORK AREA 10 2 74'—Q* 1 1 12 00 _.A' —o 30' _ e,_0. 5' - 5' - so- • 3' -s' 3 ' -S' S'- ;'_g• �6_p• 1 '_ • 39 _p• 1 �' -p• 120- • 3' 12' -0• � -p ,_ 1 I I I I I I I I I 15 9 1 ROOF RE Pon N SECURITY • PHYSICAL � '- • _ -- �?HYSICAL _ - - -- - — -- _ 9x9 i t 451 i 4s I 451 t452j SAS 'C' SAS ' C' 7 I ADP ADP I ALLWAY �AANAGER E_EAD � � j '� .� = cn T442] i 44 S� WS ( I C ?C fi 'SAS 'C' SAS 'C' ' . _ ..,.. 9X9 _ OPEN , M2 44 WORK AREA �• �.; 9X9 1444 1�► ~ r f I b FU ___RE % ,,r' ' 1 0 �• r;_• I 1478 �' I f f �" WS 9X9 C O R R I D O R _ Tr1yTrrTTM 1 l - - J. U. 417A I COMP JTER a L. ' .�5.9C �..J� -- � 1 TRAINING YEL 13 4C IA I - 17 N 48 " I _ ADP 1 i - _FEPAIR I `� HAi L ROOM � _ r.. _ i ,a i i I i f r. i4 iC 1 416 4 i - -�r� /�'� + ER COMPUTER ELEC. ME CH. SAS T 418 - . - y •►'! , j LEV M - _ _ SHA1 =1 '19 1 � - JAN � ' � 5 I ELEV. STORAGE ;r . A ,., , :1J 1 ■ , - 1 E E I T458 , AM 1"r •*!■ ,�;_ . ,. .� }, :•I ELEC .. _ 2, r. `` r� C6 �.JI ELEV LEVATOR SAS '7' �- ,. _ __ �4;c ,1 x J V I �J i ' _� ELEV -• :.'. - J - — __ ----� LOBBY I ✓� , - - - -- . - -- 413 I -,_ : -• � � �- 7t m ELEV ELEV WOMEN i ' � � i � .,�1 ' v �: — 4JB I , .STORAGE y - ELEV. ELEV. I _ .` °' "" ,�a ..s'' lip Go W Eiaa� I l 41a I 4 A A S 3 �OMP STA3P*1p#3 408 I I Co Al l\ G � I �a - it i 461A ' V %� F 5 ; � L t46J I f 4001 _ ._ _ - SAS 'S - 17' PUBLIC � - - -- - _.: - - - I J , 44SA 5/A5.8 O� R#t�D OR --- --� e _ C 0 R R : D 0 R " A5.3 C 1~-- -- - � Puellc �raoo � 1,�1 A 3 410 I D 0 - - - -_— 4a9 b0 --- -- 49 �• 4 __ - - - - - - - -- - - - = 7 4L MEN M W 0 M E N 4o1A 401 4oto T410� ! 1409 -4' x 8' WHITE 1 � I LAN _;'. '. , '�' ... ✓,... ,�'' ,,... ,� . MEC 5� �� "�' ROOM STORAGE �..2 I ROOM ` -- - M J! ) C- WS g e e t JOINT USE c HAFT 1 5�' i a r �j ws ws ws wS PROVIDE RECESSED ELECTRICALLY ERENCE r � • ; ,�` \ i40c OPERATED PROJECTOR SCREEN W CO N F _ r, SAS 'S -18' i f f` 8X X 1 8X£? 8x8 o SAS 18 C I IN � r AUTOMATI ,.�• " r \ _ M CE 1. G CLOSURE & KE Y TRAINING , OPERATED SWITiXi. VIEWERS 1401 j .: y , , r - - - - - - - :. OPEN JJ �� g OPEN o INTERVIEW I t �"1 x WORK AREA � SUPPLY,/ ROOM SURFACE TO 8E 96'1h'.x 96 "N SAS 5 -17' ,l �� �� . ). .f I YORK AREA STO RAGE/ _ SEAMLESS CONSTRUCTION. OFFICE O FFICE - R00 _ 1T406J __ F MAI SAS 14 , . _. ` `� � - T481 INS ws ws 8 i4 1 i4i 1 - 9x C F -..,•. ir +, _ 9 i 9x9 k 9x9 SAS 'C' SAS . .. , a t �L S AS ws i - e .... , -•' r - .r -.,< ,,,,r ••_r ..•, M, ♦r.f n.� �• lR i . ( r 1, - a i SAS '5' 9x7 9X7 y � :' r� l N , 41 -- - - - - - - - - - -- - OPEN CONC. COLUMN WORK AREA '�.S , .• 8x8 11 _ , .... ,�. ! ,H FE Q r- I nc ti• 1 '� r r 0 ws - - I I .; 1:. ,' • :� ....... ;; I ;i \1 -� WS I : --- -..... _ _ .. ' I R -E N C E FE 8x8�� 8x8 I C0 Y �a I v ,. 1 �:r �. tr i oW 9 9 x 9x9 9x9 y T483 1 L4$4) I w 404 a ;,t., $ , —_ _ - _. _ . .__ . - WS f I c i4 a .. .r' 8 y �+ COM MUNICATION a i AS CAS 8 ` Q r ` ` . . I s SAS '3' - i pp e a Pete OP N 8 8� _ DENTER u � i OPEN ��. 6x8 - Y f o , L ,� WS - - -- y _ ' _• ... �-�_:. � E ._::; � � - _ _ AREA WORK � Q 416 414 -' - �.. - 41 9x7 OF_FIC -E _ i�1/ORK AREA r SAS 23' _ ,� 40t ' WORK A ' i404 1488 � � 485 _ DO DO DO 406 ;� , I Ta98 t _ �`7 - - SAS C 49 4 g S U P V _ 7 r �. OFFI -CE OFFICE OFFICE_ _ _ _ -- ; ; ;•�ws i1� OFFICE OFF 1 - ° + _ _ T4166] T414 3 D� ,1 SUPPgtT 4 ' DO w OFFICE `- {.s T485 1 9x9 9x9 9x9 l�J .. OFFICE ,,, ia87� 6 t___� SAS C SAS C SAS 'C' �• ` 22 i48 Y -- - 405 \.7 AREA 15 OFFICE :. -� ,r �• �. ` I SAS 'C' SAS 'C' ECK I . 1406 494 �,• ? ,;` I SAS 'C, t o ' -- - - -- - --+ — . t DO 00 D 0 - ° -:DO -- e FICE - -- QjFFIQF - - 4WFICE -- -Z0 As .C,. I ROOF BELOW I i FULL MEIGW 2 HOUR CMU ASSEMBLY 1 HOUR RATED ASSEMR Y 777777= FULL HEIGHT CMU TO STRUCTURE TYP. - J.N.O. 2 HOUR RATED ASSEMBLY 4 HOUR CMU ASSEMBLY 75' -0w - -- — _ ' 1497 1496 149►5 + �'� OFFICE 1 OFFICE ! - 405 ..� S � � � . , SAS C SAS C SAS 'C' Ta94 "s� O - - ---SAS C — -- + ; .,._g 'C _._. o V. . -; ' _ I o 0 0 I I I N I 3' -6 S' -0 5LTJ S 0' s'-0• 3' -6' 15' - 0 0 3' -0 12' -0' 3' -0 _ 12' -0 3'. 0� 2T -0' 13' -0 12' -0' 3' -0 1 15' -0 R 7. -0 1 15' -O ROOF BELOW ' —p• l 15'-6* I g . —p • c1+ Of j p Q* 0 3 1 4 0 1110 M MAYS ?Z004 �ri1Mr PVT 4 2 (- - CORRIDOR I F FLOOR R 3 I. SEE DWG. TI M.1 FOR CEILING. 5 5. REFER TO DRAWINGS BY VELA ELECTRICAL FOR SMOKE 8 DO OFFICE \D Li 414 bj A5.3 Li 4 2J OPEN -;�� ROOF BELOW I SAS 'C' ! WORK AREA \ I it 422 J ws I ROLLING 9x7 JOINT USE TRACK J FILE SYSTEM � I FIREARMS/ .\ AMMO STORAGE CLASSIFIED FILE_ I D0 9 v► X 5 7 l 4 ' SAS 'S-12' _ROOM 2 (L4 18 I OFFICE SAS '30' j L4L6j SAS 'C' FUTURE ROLLING I 41 WS TRACK 9X7 FILE SYSTEM I+ ' 1 I 415 - -- -- -- _ `i - - -- F- - -- --- - - - - -- 41 tuQ + (! DO OPEN ! OFF L1425� WORK AREA ! � I ! III ` SAS 'C'- 142 I 401A SDDO :... 0426 �c ,r ECK SAS 'C' I. N . I 6 LO o 46.=1 N f I I I 2 w WALL HATCH LEGEND PROG ANLST WS 8X10 SD 0 OFFICE ^� T417� � SASS 'C' OPEN WORK AREA 10 2 74'—Q* 1 1 12 00 _.A' —o 30' _ e,_0. 5' - 5' - so- • 3' -s' 3 ' -S' S'- ;'_g• �6_p• 1 '_ • 39 _p• 1 �' -p• 120- • 3' 12' -0• � -p ,_ 1 I I I I I I I I I 15 9 1 ROOF RE Pon N SECURITY • PHYSICAL � '- • _ -- �?HYSICAL _ - - -- - — -- _ 9x9 i t 451 i 4s I 451 t452j SAS 'C' SAS ' C' 7 I ADP ADP I ALLWAY �AANAGER E_EAD � � j '� .� = cn T442] i 44 S� WS ( I C ?C fi 'SAS 'C' SAS 'C' ' . _ ..,.. 9X9 _ OPEN , M2 44 WORK AREA �• �.; 9X9 1444 1�► ~ r f I b FU ___RE % ,,r' ' 1 0 �• r;_• I 1478 �' I f f �" WS 9X9 C O R R I D O R _ Tr1yTrrTTM 1 l - - J. U. 417A I COMP JTER a L. ' .�5.9C �..J� -- � 1 TRAINING YEL 13 4C IA I - 17 N 48 " I _ ADP 1 i - _FEPAIR I `� HAi L ROOM � _ r.. _ i ,a i i I i f r. i4 iC 1 416 4 i - -�r� /�'� + ER COMPUTER ELEC. ME CH. SAS T 418 - . - y •►'! , j LEV M - _ _ SHA1 =1 '19 1 � - JAN � ' � 5 I ELEV. STORAGE ;r . A ,., , :1J 1 ■ , - 1 E E I T458 , AM 1"r •*!■ ,�;_ . ,. .� }, :•I ELEC .. _ 2, r. `` r� C6 �.JI ELEV LEVATOR SAS '7' �- ,. _ __ �4;c ,1 x J V I �J i ' _� ELEV -• :.'. - J - — __ ----� LOBBY I ✓� , - - - -- . - -- 413 I -,_ : -• � � �- 7t m ELEV ELEV WOMEN i ' � � i � .,�1 ' v �: — 4JB I , .STORAGE y - ELEV. ELEV. I _ .` °' "" ,�a ..s'' lip Go W Eiaa� I l 41a I 4 A A S 3 �OMP STA3P*1p#3 408 I I Co Al l\ G � I �a - it i 461A ' V %� F 5 ; � L t46J I f 4001 _ ._ _ - SAS 'S - 17' PUBLIC � - - -- - _.: - - - I J , 44SA 5/A5.8 O� R#t�D OR --- --� e _ C 0 R R : D 0 R " A5.3 C 1~-- -- - � Puellc �raoo � 1,�1 A 3 410 I D 0 - - - -_— 4a9 b0 --- -- 49 �• 4 __ - - - - - - - -- - - - = 7 4L MEN M W 0 M E N 4o1A 401 4oto T410� ! 1409 -4' x 8' WHITE 1 � I LAN _;'. '. , '�' ... ✓,... ,�'' ,,... ,� . MEC 5� �� "�' ROOM STORAGE �..2 I ROOM ` -- - M J! ) C- WS g e e t JOINT USE c HAFT 1 5�' i a r �j ws ws ws wS PROVIDE RECESSED ELECTRICALLY ERENCE r � • ; ,�` \ i40c OPERATED PROJECTOR SCREEN W CO N F _ r, SAS 'S -18' i f f` 8X X 1 8X£? 8x8 o SAS 18 C I IN � r AUTOMATI ,.�• " r \ _ M CE 1. G CLOSURE & KE Y TRAINING , OPERATED SWITiXi. VIEWERS 1401 j .: y , , r - - - - - - - :. OPEN JJ �� g OPEN o INTERVIEW I t �"1 x WORK AREA � SUPPLY,/ ROOM SURFACE TO 8E 96'1h'.x 96 "N SAS 5 -17' ,l �� �� . ). .f I YORK AREA STO RAGE/ _ SEAMLESS CONSTRUCTION. OFFICE O FFICE - R00 _ 1T406J __ F MAI SAS 14 , . _. ` `� � - T481 INS ws ws 8 i4 1 i4i 1 - 9x C F -..,•. ir +, _ 9 i 9x9 k 9x9 SAS 'C' SAS . .. , a t �L S AS ws i - e .... , -•' r - .r -.,< ,,,,r ••_r ..•, M, ♦r.f n.� �• lR i . ( r 1, - a i SAS '5' 9x7 9X7 y � :' r� l N , 41 -- - - - - - - - - - -- - OPEN CONC. COLUMN WORK AREA '�.S , .• 8x8 11 _ , .... ,�. ! ,H FE Q r- I nc ti• 1 '� r r 0 ws - - I I .; 1:. ,' • :� ....... ;; I ;i \1 -� WS I : --- -..... _ _ .. ' I R -E N C E FE 8x8�� 8x8 I C0 Y �a I v ,. 1 �:r �. tr i oW 9 9 x 9x9 9x9 y T483 1 L4$4) I w 404 a ;,t., $ , —_ _ - _. _ . .__ . - WS f I c i4 a .. .r' 8 y �+ COM MUNICATION a i AS CAS 8 ` Q r ` ` . . I s SAS '3' - i pp e a Pete OP N 8 8� _ DENTER u � i OPEN ��. 6x8 - Y f o , L ,� WS - - -- y _ ' _• ... �-�_:. � E ._::; � � - _ _ AREA WORK � Q 416 414 -' - �.. - 41 9x7 OF_FIC -E _ i�1/ORK AREA r SAS 23' _ ,� 40t ' WORK A ' i404 1488 � � 485 _ DO DO DO 406 ;� , I Ta98 t _ �`7 - - SAS C 49 4 g S U P V _ 7 r �. OFFI -CE OFFICE OFFICE_ _ _ _ -- ; ; ;•�ws i1� OFFICE OFF 1 - ° + _ _ T4166] T414 3 D� ,1 SUPPgtT 4 ' DO w OFFICE `- {.s T485 1 9x9 9x9 9x9 l�J .. OFFICE ,,, ia87� 6 t___� SAS C SAS C SAS 'C' �• ` 22 i48 Y -- - 405 \.7 AREA 15 OFFICE :. -� ,r �• �. ` I SAS 'C' SAS 'C' ECK I . 1406 494 �,• ? ,;` I SAS 'C, t o ' -- - - -- - --+ — . t DO 00 D 0 - ° -:DO -- e FICE - -- QjFFIQF - - 4WFICE -- -Z0 As .C,. I ROOF BELOW I i FULL MEIGW 2 HOUR CMU ASSEMBLY 1 HOUR RATED ASSEMR Y 777777= FULL HEIGHT CMU TO STRUCTURE TYP. - J.N.O. 2 HOUR RATED ASSEMBLY 4 HOUR CMU ASSEMBLY 75' -0w - -- — _ ' 1497 1496 149►5 + �'� OFFICE 1 OFFICE ! - 405 ..� S � � � . , SAS C SAS C SAS 'C' Ta94 "s� O - - ---SAS C — -- + ; .,._g 'C _._. o V. . -; ' _ I o 0 0 I I I N I 3' -6 S' -0 5LTJ S 0' s'-0• 3' -6' 15' - 0 0 3' -0 12' -0' 3' -0 _ 12' -0 3'. 0� 2T -0' 13' -0 12' -0' 3' -0 1 15' -0 R 7. -0 1 15' -O ROOF BELOW ' —p• l 15'-6* I g . —p • c1+ Of j p Q* 0 3 1 4 0 1110 M MAYS ?Z004 �ri1Mr PVT 1� �— ' � � 7 ..— __._ —"_ �... -..w.. - �._.- �.. -___� � -- __ -_^•_. � . _�..—_.'_ - _ ... - - - w ._ -- - -. .�.r...w.. .. .. - r-. +.r, •....s. _di•:..+..+r.. -. — '+.1 - -- ' "r -'_• -� ------ 1�t ?t1'�- it+��`.*'°'.!Q!�'�I,.._ Rog ,�-�•,��` ,�.,'�T ' NOTE: F FLOOR R 3 I. SEE DWG. TI M.1 FOR CEILING. 5 5. REFER TO DRAWINGS BY VELA ELECTRICAL FOR SMOKE 8 8. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLER SYSTEM, . _�..—_.'_ - _ ... - - - w ._ -- - -. .�.r...w.. .. .. - r-. +.r, •....s. _di•:..+..+r.. -. — '+.1 - -- ' "r -'_• -� ------ 1�t ?t1'�- it+��`.*'°'.!Q!�'�I,.._ Rog ,�-�•,��` ,�.,'�T ' 74'- 6 0" - - - - -- 105' -6 30 3' .y 5' -0" -0 5' 0" �, 5' • ' -0' j' -5` 3 11 • ><' S 5'_p• 5�_p• 5�_0. 5 . p . . 3 :2 • • 3'12" 6 - - -5 3 -5,+� 5 -0 6 - 5-0 3 - 58 1' - g • 5' - 0" J' - 3' p 12' - p' 3' ' 1 '_0 3' -- i - ---,p ---,f - ---,' 2 ' 0 "I -* *1. '" 1l ,� 1 � - 7 • 1' -7' 4 1' - 7" I 1g �_ 0 • ._6. S -00 3 . -6 • - -_ 5o_ . 3•_ • 1 • +' I I I I In on P'l - — IN r l - 1 1 --�- _ - - _ _, fir -- --- - -- - _- _ _ - — - — - - -- - - — _1 2 " jly,; ) I 5 3/4 I 1 r i I r IA C 20 c �r 1 5 3/4' 11 1 9' - 5 3/4 5"'� �--, f I co o' O 1 M ROOF BELOI Ij I I o A �I 1 l LO I I I i A 1 4 1/2 N I � M � 1 1 1 I I r o 'DECK c1 0. All O i . G j N I 1 I I 2' -0"�, 15'-6 WALL HATCH LE GEND A qo 112" 1 N 4' -1 1/2" � I on 5" 15' -7 3/4" A 15' -0' o, 1 I t 0c 4' -8' I AA cl A A � ! U 13' -11" a 1 NO p• 1 30'._0• 30' Q" 0' 1 ' -0' I 3' 0' 12' -0 i I ROOF i 3FLOW I O -O r r r 9 r E I ROOF BELOW 15' -0' 1 3"0 1 12' -0" '-0 27-0 3' -0 12' -0" 3' " 3' -0 12' -0" 3' -0 12' - —+ - - - �r- 75' -0' 1 15-0 63' -0" 15' rut.L Ht.R;M1 2 HOUR CM:, ASSEMBLY lilt 1 HOUR RATED ASSEMBLY FULL HEIGHT CMU TO STRUCTURE TYP. - u.N.O. smomomm 2 HOUR RATED ASSEMBLY 4 HOUR CMU ASSEMBLY 15' -0' i i 11 12 i I I I CIF I � I I � , f O I ig i i I o I � I io j ! 0 A ^ I " 11 1 /4 � f i ! v 14 -5 3/4 IA 1 5 " 1 r �T •. a ROOF BELO 0 1 O - c:' a 1 1 N in - --b- e . f � i almn a � r f. I I � tN11 I f I co o' O 1 M ROOF BELOI Ij I I o A �I 1 l LO I I I i A 1 4 1/2 N I � M � 1 1 1 I I r o 'DECK c1 0. All O i . G j N I 1 I I 2' -0"�, 15'-6 WALL HATCH LE GEND A qo 112" 1 N 4' -1 1/2" � I on 5" 15' -7 3/4" A 15' -0' o, 1 I t 0c 4' -8' I AA cl A A � ! U 13' -11" a 1 NO p• 1 30'._0• 30' Q" 0' 1 ' -0' I 3' 0' 12' -0 i I ROOF i 3FLOW I O -O r r r 9 r E I ROOF BELOW 15' -0' 1 3"0 1 12' -0" '-0 27-0 3' -0 12' -0" 3' " 3' -0 12' -0" 3' -0 12' - —+ - - - �r- 75' -0' 1 15-0 63' -0" 15' rut.L Ht.R;M1 2 HOUR CM:, ASSEMBLY lilt 1 HOUR RATED ASSEMBLY FULL HEIGHT CMU TO STRUCTURE TYP. - u.N.O. smomomm 2 HOUR RATED ASSEMBLY 4 HOUR CMU ASSEMBLY 15' -0' i i 11 12 i I I I CIF I � I I � , f O I ig i i I o I � I io j ! 0 A ^ I " 11 1 /4 � f i ! v 14 -5 3/4 IA 1 5 " 1 r �T •. a ROOF BELO 0 1 O - c:' a 1 1 N in - --b- e . f � i almn a � r f. �j 105' -B - pw 10 • 1 - 6'- 6" I � I n n I I A 4 I F SEC. ---0 r A J3 r n • I a 7 C14 A I •- i 0 A 1' - 5 1/2 /4 • 19' -3' t C%4 A A r . -2' - 6 1/2" n 8e c' 15' - 3" 1 _ o — — r�L • In 1 _ �,...rr.. rMir M.► �iiiMiillre +•�+ir�ll�_.i..: -..... J.a— .) _ ti �,, .,,w.~.,:j..e..�.rM.�M .. qqpp 1 44or � � tN11 A AMAY t 7 20 MOW . �'�ITCR 1LQ�: 1. SEE DW G. TI A8. t FOR CEILING. 5. REFER TO DRAWINGS BY VECA ELECTRICAL FOR SMOKE 13. ALL FIRE HYDRANTS, WATER MAINS, SPRINKLER SYSTEM, 2. SEE DWC. TI A6.1 - TI A6.3 FOR FINISHES AND WALL TYPES. 3. PROVIDE 2A /108C FIRE EXTINGUISERS 1/3000 S.F. MAX. AND FIRE ALARMS, EMERGENCY PATHWAY ILLUMINATION AND EXIT SIGNAGE. STANDPIPES AND ROADWAYS SHALL BE INSTALLED AND OPERATIONAL PRIOR TO THE START OF ANY COMBUSTIBLE F WALL DIMENSION R 75 FT. MAX. TRAVEL DISTANCE. VERIFY ALL LOCATIONS IF 6. FUTURE CORRIDORS CONSTRUCTED TO HAVE 1 HOUR CONSTRUCTION. ROADWAYS TO REMAIN OPEN FOLLOWING _FOUR _ " ON PLAN W ITH FIRE MARSHAL.. CE ILING WALL AND CE L G CONSTRUCTION. All DOORS TO BE THE START OF COMBUSTIBLE CONSTRUCTION. 1/8 =1' -0 o - SEMI RECESSED CABINET PER 6/A5.8 TIGHT FITTING 20 MINUTE SMOKE AND DRAFT CONTROL 9. ELEVATOR MACHINE ROOM AND SHAFT TO BE SP'RINKLERED OCCUPANCY - B • - FIRE EXTINGUISER ASSEMBLIES. WITH PRE - ACTUATION SENSORS. GROSS AREA - 33,776 S.F. 4. REFER TO SPRINKLER DRAWINGS BY McKINSTRY MECHANICAL FOR ALL STANDPIPE, RISER AND VALVE LOCATIONS. 7 • PROVIDE FIRE SAFING AT ALL PENETRATIONS THROUGM 10. SEE DRAWINGS TI A6.3A - TI A6.4A FOR DOOR SCHEDULE FLOOR SUBS AND BETWEEN FLOOR SLAB AND EXTERIOR COORDINATE WITH ARCHLY T. EC WALLS. UL SYSTEM NO. CAJ1020 BY USG OR Eoual. AND TYPES �j 105' -B - pw 10 • 1 - 6'- 6" I � I n n I I A 4 I F SEC. ---0 r A J3 r n • I a 7 C14 A I •- i 0 A 1' - 5 1/2 /4 • 19' -3' t C%4 A A r . -2' - 6 1/2" n 8e c' 15' - 3" 1 _ o — — r�L • In 1 _ �,...rr.. rMir M.► �iiiMiillre +•�+ir�ll�_.i..: -..... J.a— .) _ ti �,, .,,w.~.,:j..e..�.rM.�M .. 1 2 2' -O s O 1 I N Li s O I H I A5.4 -- a ao a �+ I I M _ � y ( i STAIR #4 P12 i'i�, G \ / I 6" CURB ` CARD READER FOR EXI T jG OD I 00 - I � I r I 0 ' N I I I I I I ' I I I 1 0 4 STAIR #� o -- f =10111. I I I i I I I i I I i ( I , ' GWB PIPE ENCLOSURE AT I i co I i UNDERSIDE OF PT DECK ABOVE I t CN PIPE CLOSET I I 33 i FE SPRtNKLER, PUMPER---, . C' f - C - — C— -- — — C - CONNECTION AND DOMESTIC WATER . ® f LINES. SEE i MECHANICAL PLAN. � TT — -- -� io � - - - - - - - . I 7— 6 3 B - 3" 8' 3" 9' -0" \ = — DRAWINGS. I ` a B" CONCRETE SHAFT IYA:_'_S o 6 �.� \ 1 PER STRUCTURAL 1 I OI I I of I r -0' 01AMrER CORRUGATED WETAL PIPE TO CONCREI E SHAFT PER STRUCTURAL 20 1' - f DRAWINGS. �T 60• -6• 'I i I i 9r -0w ___* STORAGE i ELEV. STORAGE •� 5 TP10 E 5LEV_ 4, i o I �n C14 I — ' C C I OPEN TO - SM I I 6� I I 1 ,� roRACE I I � � A I A I f L E V . _._..�. LEVATOR .LOBBY F'11U i LEV. 13 -PARKING P101 PAINTED STRIPING I I 1 . I I 1 . I I r 1 m �r 6r -6 fi CONC. COLUMN ' I t � ftYp r ® I , I I STORAGE, Ni i i I : UP ' ST AIR ## 3 X08 h i I I I I I I I I _ I i I WOO V_ 6 2 r w `N u 1 1 60 -6 J �4arp F ,1 2' -0a *r`e)F MA y 2 7 200 E 4 CE t a c • , C 11-71 *7 NOTE: PARKING LEVEL ONE P 1. ALL FINISH AREA TO RECEIVE H ARD TROW FINISH. - -7 L 2. PARKING AREA, DRIVE AREAS AND LOBBY TO RECEIVE SMOOTH TROWEL OCCUPMICY - S -3 ° -SEMI RECESSE CABI NET PER 6JA5.8 FINISH AND LIGHT BROOM TEXTURE. GROSS ARf�► - 39,39 S.F. - FARE ExTINSER 3. VEHICLE RAMP TO RECEIVE SMOOTH TROWEL. FINISH AND HEAVY BR00k TEXTURE. t!Aic ��I .rn+�Yr all�.ra.. .� M � i 0 s O) 't �I r i O 1 CA to of TOO oRqu 1UM A A TO � 06000 Mq r ' q 7 2001 E CF /Z `,m NOW NOTE: _PARKING _LEVEL TWO PLAN 1. ALL FINISH AREA TO RECEIVE HARD TROWEL FINISH. 2. PARKING AREA, DF�iVE AREAS AND L088Y TO RECEIVE SMOOTH TROWEL. OCCUPANCY - S -3 ° - SEMI RECESSED CABINET PER 6/A5.8 FIN AND LIGHT BROOM TEXTURE. GROSS AREA — 39,375 S.F. FIRE EX'INC�SER 3. VEHICLE RAMP TO RECEIVE SMOOTH TROWEL FINISH AND HEAVY BROOK TEXTURE. LANCE MUELLER d ASSOCIATES -- 02 -135 P -2 PARKING LEVEL PLAN SHEET DEPARTMENT OF HOMELAND SECURITY Z3�6 REGISTERED by S �EVIEN 3 _ TI E.M. RMIT -$to 3 -18-04 S,&BEY �ECTi —— A A C M 1 T E C T 8 a Ok I A SEATTLE DISTRICT OFFICE PROPERLY OF THE LOWED STATES C hocked by ALL 00 4 - - CORPORATIO OMRNMENT FOR OFFICIAL USE ONLY DO L CE , UE ,��� B.F. TI IT 5-7-(9 , 130 LAKESIDE SEATTLE, WA 98122 206 325 2553 12500 TUKWILA INTERNATIONAL BLVD NOT REMOVE THIS NO TICE PROPERLY -� INET - - SEATTLE. WASHINGTON DESTROY DOCUMENTS WF�N NO LONGER dat 7 03 NEEDED — — NO. ISSUE DATE NO. ISSUE DATE r V -0' DIIAMETER CORRU METAL PIPE TO CONCRETE SHAFT PER STRUCTURAL D6KWINGS. --,-- ---------------------- 0 CC e t �I LO irD I I I i f I I I QI II n r , I I I I i I I ' FE Els -- i I I 60' -6 2' -0" _ 30 30' - 0' 1 30' -0` i L Ic _ ---- m a .__ Li you ila �� 3x'a you 391 I I I I I I I jl I I c I _ 01LE i - RECEIVING' i ta✓3� 10' -7 1 psio m - I I I L I A - — a so X Es ::A6. fi b/ I 1 STORAGE I 1 I 'iF31 , + OFFICE , IP N0 A 1 2 ' 1 2 , p / ZaA 1 -- - 7' - 6y 10' - 5" 12' - 3 112" t:3 — N COMPUTER' FE p O STORAGE � FEQ / N AIL 3t F30 I RUpF t Ff w C OG A i ® VESTIBULE DETENTION ��„ TEL. c„ �s08 AMMO P3i .! STORAGE i J.AN ELEV. 1 1' -6• j5 ELEV. ® FLEVATOR RICE DR ' 4 ` I CANINE. -4 - LOBBY - - -- --- I _STORAGE P3i3 l fJ _ R iP3 KENNEL I \ L� STORAGE �2 � ELEV. 1 P31 311 4 3 _...L rTl I C G ..x•.,� -- -- SAGE 1 I I I I I EARKING L P30i 1 I I wua I I I . i I FE I 1 I Fr El I I I I I I I i i t t � I ! I 0 0 1 1 I it --CA 1 I o F N —0 6 1 � a MOO, I I I r r.. r � 1 . I r Q R M � i i i i I i I I at TW&A JUN 11 204 1 AS NOTED r pt a+l wmr- +�i IFE I o N - -- t "W �� ! p' 4! MZ Y l 7 20 04 fir: cE,,,i 2' -0` v v \./ U �J I,& U v IV U I t: u PARKING LEVEL THREE P LAN 1. A LL FINISH AREA TO RECEIVE HARD T FINISH. 1 /e' =1' -o` - 2. PARKING AREA, DRIVE AREAS AND LOBBY TO RECEIVE SMOOTH TROWEL OIXUPANCY - S -3 ° -SEMI RECESSED CABINET PER 6/U15.8 - FIRE EXTINGLUSER FINISH AND LIGHT BROOM TEXTURE. OR= AREA -- 39,379 S.F. 3. VEHICLE RAMP TO RECEIVE SMOOTH TROWEL FINISH AND HEAVY BROOk TEXTURE. LANCE MUELLER 8 ASSOCIATES - SECURITY � rGIsTE o d rawn R 02 -135 P-­ PARKING LEVEL PLAN SHEU D EPA RT MENT OF HOMELAND s -_ ___ _� - � EVS � R _ _ � E.M. PERMi1 - N1 ECT R 1 T E C t 8 - Bro - - SEATTLE DISTRICT OFFICE PROPERTY OF THE UNITED STATES checked by ALL 01 1 -19 - 54 �► A c r► �► GOVERNMENT FOR OFFICIAL USE ONLY oo hL M r s B.F. G ww IT - 12500 TUKWILA INTERNATIONAL BLVD. CAMET er 1 30 LAKESIDE SEATTLE. WA 981 22 CORPORATION 206 X25 2553 NOT REMOVE TH IS NOTICE PROPERLY 'L,�_ dote 5 SEATTLE, WASHINGTON DESTROY DOCUMENTS WHEN NO LONGER 3 -27 -03 NEEDED N0, ISSUE DATE NO. ISSUE DATE -�— -- - -^- -�- .. ..— _.... . _.._ -_ y ......,. �- ....■ r a � r.�r+�.■. —.mow- ��.f►.�C�L� s ..i '� � i r _.. --__ —.rr- _... -.. —._ -- - -_• — - -- _........�.�■...- - - - - �._ ,..� � t.n- _wa.�+r•- "'Y�- :� "...:£a �.` �.w��;i �.� -, r'�I(�0„ .. F_ _- F- I I I i f I I I QI II n r , I I I I i I I ' FE Els -- i I I 60' -6 2' -0" _ 30 30' - 0' 1 30' -0` i L Ic _ ---- m a .__ Li you ila �� 3x'a you 391 I I I I I I I jl I I c I _ 01LE i - RECEIVING' i ta✓3� 10' -7 1 psio m - I I I L I A - — a so X Es ::A6. fi b/ I 1 STORAGE I 1 I 'iF31 , + OFFICE , IP N0 A 1 2 ' 1 2 , p / ZaA 1 -- - 7' - 6y 10' - 5" 12' - 3 112" t:3 — N COMPUTER' FE p O STORAGE � FEQ / N AIL 3t F30 I RUpF t Ff w C OG A i ® VESTIBULE DETENTION ��„ TEL. c„ �s08 AMMO P3i .! STORAGE i J.AN ELEV. 1 1' -6• j5 ELEV. ® FLEVATOR RICE DR ' 4 ` I CANINE. -4 - LOBBY - - -- --- I _STORAGE P3i3 l fJ _ R iP3 KENNEL I \ L� STORAGE �2 � ELEV. 1 P31 311 4 3 _...L rTl I C G ..x•.,� -- -- SAGE 1 I I I I I EARKING L P30i 1 I I wua I I I . i I FE I 1 I Fr El I I I I I I I i i t t � I ! I 0 0 1 1 I it --CA 1 I o F N —0 6 1 � a MOO, I I I r r.. r � 1 . I r Q R M � i i i i I i I I at TW&A JUN 11 204 1 AS NOTED r pt a+l wmr- +�i IFE I o N - -- t "W �� ! p' 4! MZ Y l 7 20 04 fir: cE,,,i 2' -0` v v \./ U �J I,& U v IV U I t: u PARKING LEVEL THREE P LAN 1. A LL FINISH AREA TO RECEIVE HARD T FINISH. 1 /e' =1' -o` - 2. PARKING AREA, DRIVE AREAS AND LOBBY TO RECEIVE SMOOTH TROWEL OIXUPANCY - S -3 ° -SEMI RECESSED CABINET PER 6/U15.8 - FIRE EXTINGLUSER FINISH AND LIGHT BROOM TEXTURE. OR= AREA -- 39,379 S.F. 3. VEHICLE RAMP TO RECEIVE SMOOTH TROWEL FINISH AND HEAVY BROOk TEXTURE. LANCE MUELLER 8 ASSOCIATES - SECURITY � rGIsTE o d rawn R 02 -135 P-­ PARKING LEVEL PLAN SHEU D EPA RT MENT OF HOMELAND s -_ ___ _� - � EVS � R _ _ � E.M. PERMi1 - N1 ECT R 1 T E C t 8 - Bro - - SEATTLE DISTRICT OFFICE PROPERTY OF THE UNITED STATES checked by ALL 01 1 -19 - 54 �► A c r► �► GOVERNMENT FOR OFFICIAL USE ONLY oo hL M r s B.F. G ww IT - 12500 TUKWILA INTERNATIONAL BLVD. CAMET er 1 30 LAKESIDE SEATTLE. WA 981 22 CORPORATION 206 X25 2553 NOT REMOVE TH IS NOTICE PROPERLY 'L,�_ dote 5 SEATTLE, WASHINGTON DESTROY DOCUMENTS WHEN NO LONGER 3 -27 -03 NEEDED N0, ISSUE DATE NO. ISSUE DATE -�— -- - -^- -�- .. ..— _.... . _.._ -_ y ......,. �- ....■ r a � r.�r+�.■. —.mow- ��.f►.�C�L� s ..i '� � i r _.. --__ —.rr- _... -.. —._ -- - -_• — - -- _........�.�■...- - - - - �._ ,..� � t.n- _wa.�+r•- "'Y�- :� "...:£a �.` �.w��;i �.� -, r'�I(�0„ .. r I 40 Mf C 4 o 6 iT. r"1 i/M�►- C - -- war: • ea 'iSiiwllii.lY1 , ' :« .+sir+ ..,.rw�p�...q!11 '' 11 1 *MAP �— r — - - -— N _— 1 N •n s 11 An* 2' -0 1/ 4 3/4 ti � _ 1 co iA � N J 1 12" 4 3/4" V -6 1/2 "-: I, I \ O I N srrdN i &E NRGED FIRST FLOOR PLAN Z E: _ -�" `'4 -- SPRINKLER RISEP A A9.1 7 7 T a _I N 1 /2" r - 2 --4- 5 � N 4 " 13'- -0 5/ • 4 3/4" 5' -6 1/4" 4 3/4" 1 ' -0 5/8 3 2/8" 8 7/8" o I 1/2 _ ao FIRE MONITOR I N N I i 1'r2 1/2" - I Ii � N i � N 1 / >,I I i" • -2 1/2 F -- 17 2 1/2" r 1, -0" , o Ff W *010 / r 51 voo, &,- - i SPRINKLER RISER N Sim. ENLARGED FIRST FLOOR PLAN SCA_E. :/4" p" MAY 2 7 2004 fftr ENLARGED FIRST FLOOR PLAN SCALE. I /4" _ , _ p" 1 AW . � --- --.- _ �. . W, �,_. �.. y. ,.�r...::x..�.cr+Wr.,�.�1iiw,d. "•' :.. , � -0 .• c::. ..� .,. ":.l.Ja: .> ' 1�+► �' 1! w�!!!! r' �r ,�.+a..;.�ae.:.�.�a- ».+r�r+��l: s _ M C r t � 4 V J __ -- - - - -- _ ._..•. mow• .w .A....�.�..... � � I 6 # ' I -• y CT -1 ,- loop ♦ t — CPT -A -t i • . i I ! I I a I i_ L r I I' I I r I i 1 I I II I 1 o wl MENEM on M 0 M 5XV No so Will MORON LWJ M ill, EWEN Sams mill MEM !�. . ■ � ��� �� X11 ���� NINES ommm ME OEM m 91111011119 son ■ :E� •_ ..::: momce No Z NMI Emma v No NMI #044 0 smog umn Iq 46 NINON ommoom No 111 a IS O NO , I 1 011101 NONE 00* so a M OEN 0 =a lie 0 INS 0 ON M! I m ON EN1111110101111 0111 111 No Eggs No IN NMI mi MINOR NO mom • i _.. ' ■ �� s ii �i� �_� i = iii =ii � i� ::.. some Ell .. 6 1. ■;; , � ■ ::: � i�•�. INS Z ... M::=_•• 11 0101011 0 mmon .9 MENNEN 0 on No t1 �� iEoU EEMoi imuo � No m ENO ON OMEN 9 v sins we usiolmon 0109 mom on moomm MENNEN MONO ME No No N E 0 No in 0 ap No Emosome ENO so NEW MONO wommommoommomm, NON No NNE ommemommm ION NMI somms ON me WON ON NEEM ION 0 ENO IN EMS MENNEMOMM m NONE 3 50 M m E 0 ommumm memo No 6 . 1 0 0 NOW 1. No IN MEN I 0 mom NONE 0 0 �i ma 0 o n sms Ems NNE 01 Elmo Ulm on ON 0111111111011110 0 NMI mom INES n ■ 0 no SUN �00 J — — — J r I I_ Of +� -- 1 I i s ' Q S -5 i 4 A IV i 0 CPT -A co li" r$ x' c• •5 f S-5 O ow 1 0 ENLARGED FIRST FLOOR PLAN l—I L_J LANCE MUELLER 6 ASSOCIATES / A 0 C M 1 T E C T• a A 1 A 130 LAKESIDE • SEATTLE, WA 98122 - 206 325 2553 46 n-a ENLARGED FIRST FLOOR PLAN Ate. l /4" - , 0" r milli 10111110� I� � H • ., 0 ' ' I II� old 01111 x ice■ �� A DEPARTME OF HOMELAND S r- - �1 0 135 ENLARGED FLOOR � IniA Y ELM R FINISH PLANS sorer = REGISTERED drawn E.M. TI RAN 4 _ 27 04 - SEATTLE DISTRICT OFFICE �'r �` I �MUEE Checked by TI PERMIT SET _ _ 5 -25_04 CORPORATIO PROPERTY OF THE UNITED STATES 12 5 0 0 T U K W I LA INTERNATIONAL BLVD OF " ETO N S • F' 11 A5t1A . GOVERNMENT FOR OFF ICIAL USE ONLY DO NOT SEATTLE, WASHINGTON REMOVE THIS NOTICE. PROPERLY DESTROY date DOCUMENTS WHEN NO LOWER NEEDED 4--27 N0. ISSUE DATE NO. ISSUE DATE ,. ��...... - -- ... _.�.. �_... ..�,.._.,.._.: r.,,,,. c ... .. T. y :.. .�,•�. '....� - - .. :-- �.- siw1�' �-`�.�' - -,rase .:��._.►. :.i• r.r '`�'� +ar+ r • v y, n-a ENLARGED FIRST FLOOR PLAN Ate. l /4" - , 0" r milli 10111110� I� � H • ., 0 ' ' I II� old 01111 x ice■ �� 13 o _ ________ _ __ 3 - - ___ 17,— -- -- - (6 1 2 1129 4 3/4• 20'-6 1/4' to 1/= —4 3/4' 4 3/4• t , � L 4 3/4 112 ,1 -6 Y-06 —11 6 4 17 Z, 2 26-110 4 r--- . I I A b i h MEN "0 A, .7 c - 4 EALI, • .I 1 '' i i'� I �� i I I > C4 00 * GD UM A WOMEN D A5.1 Lim V A ELM IFTb A 05�. TELEPHONE T)t)y 4 J/4 ft 4'-0* ELEC... -- j Ld - � I I FD U � SS A DN. 2 WOMEN D B S T A I R -2 A5 I 4 34 4 34,� 6 1 12" 19-6 1/2 ELEV. 5 4 - 4 3/4 5'- 1 1/4" 4' / - " 9 112" / 7 1� — • C14 2* 1 . 4 co A 7,2 32" X 48" 32" X 48" II RE HOSE -1/o N I HC SPACE HC SPACE c l q BIN ; 00 N • Miit' aw. R•. •{.IRt':.. 4 w, y •+ ai•iP./!� R9�b'�`' It .'',..; .. r ;� I ! � "' ( - �+n1iM. i,.r �. I .. m 10 _ lifill 1 111171 1 KIE. SPRINKLER SIM. 4 RISER - 1-1 A7.2 f— 4 3/4' 4 o w 4 3/4 2'-2 114' W-0 7/8- 4 314 4 3/4" 5 -0 18 ./ , x _ � T ]T�l - A T72 F uncr 7 16 [fill ac) � I ;r) 64 4' -0 1 / 8 " 2'-2" 1�1 I In V pl) L * L 1 1 4 -MEN WOMEN 1c I I ( � II t234 � � .. -- �� IIt331 N FD A I co I 7 �-- D 6 D A5.6 - C14 9 CN c c 6' - 41/2' • i �.. i I � � � l to I cc 04 LO II V-2 1/4*-- �V-7f 0-4/8 4 -3/4-- 5'-0" 4 3/4" 8'-10 1/8• 3 I/2• 5'-gw 3 3 1/2 1/2 112 (09 0 c I� .I II (0) I I Ll I oj o�o ;qio 10 * % N lx� 4 V iso 0 " 91- �2 112* I 1 I F 4 It' — .4 3/4 — 11 • SPRNKLER F. E. RISER SIM. f. lot It 5 A7.2 iA ,_ HOSE CABINET 4 — — ) I ENLARGED SECOND FLOOR PLAN SCALE: 1/4 MAY 2 7 �L NJ U I L U U�N U�t L �UU �Kl J �LA N II � I r - TAIR c l DIN. I_ - 1 i ' , 1 _ iii 2'- 6' 3 1/2 1 1 1 44 C C II I 1 r I ENLARGED SECOND FLOOR PLAN A rel )"Or to SCALL: ;/4" - 1' 0 I i CPT - A ENLARGED SECOND FLOOR PLAN SCA- L.: /4° - �O�T -0�I9 4 4 a 4• I I I oi r .. ,f r N e I � ` } a CPT - C i i J L r� S -3 i CPT ' A 'f I ' do ;;Ow 10 �� �, MAY 2 7 2404 - _- �..�+ -..nr - � i..+.r - - -__ _ +.a.:�' "c .i1�i�MM- .i+ir -L"�' -. .- :+Zrr- :.. ►'. .�. :.s r +, *L "�: N a.>il►.- �'_: {►.. -� • R .. _ ".i iH-''� � r - � ■M �L ,tJ'�:.li/�i�� �� , ti1,..ii., rnL>,e., - ..�_�.�II 4 �I CT-2 r - c S \� ST-5 � $T•7 CPT •A �� car . c 3 1/2' 2' -6• 1 1 TELEPHONE 4 3E4 4 1 1 4Q6 1 -- R ■ ■ - Dtv. Up o I STAIR # 4` 4 3 / 4 _ L 404 •- N ao A7.2 r � i \� FIRE HOSE ' i — N 32" X 48" 32" X a8 CABINET NC SPACE HC SPACE N Si t 4 \ J SPRINKLER zer RISER - A I ENLARGED FOURTH FLOOR PLAN O D SCALL 1/4' 1' -C" G o 5 O f � i r- 3 1/2" 2' -6' a 3/4" 3' -10 3/4 �`+` I N I -, n \ 1 r � 1._ 1 1 • . x r' 1 i ■� r 7T , TELE / h ! (� - -�—� � —�■!� - -� ,1—� 6'— 6 ,, 6 . HVAC in 305 SHk 1 v ; ' �b 4 3/4" N I,. 7�' V- 11" 2' 1 1' -7' 4 3/4" •-) 4' -0" 9' - 6 w a �I i .t� E 4 3 4" - - 2 1/2' i I A 2 112 s D _/ WOMEN \\ rf� A5.7 Q I / 0 3/4" C 1/2- kX irY44 { / a - .2' -10 3/4" :� 2 2'-- 6' 1 -6 3 -0 3 -0 3 -0 7 - -- I — 1LEV. C , j o � N C -- — — — — — — — — — — — — — —J — • \ ' 1 - 0' - DN. LW t • .� 1 , STAIR 7 \ I 3 1/2' 6' -2 3/ 2 ' 6 - 4 -4 3 /a- 3oa I - - - ELEV. •- N 4 0 D ■ v' F 32 . X 48 X 48" O I N ! - O � HC SPACE I HC SPACE N C4 r -. .Y►J.+ .M:K' ' :J'l #• .4'14'". .... rv.`_.t7'!K '!• V - .. . .. -. xi '. . 1... + •w 1 F.E. SPRINKLER Sim. 4 RISER A N A7.2 A9.1 i o �o I I I j ENLARGED THIRD FLOOR PLAN O O I ENLARGED FOURTH FLOOR PLAN I 31/2" WAD C_ — - - -- — - - - -- _ co ' i .+ • O . ' N 410 O L -.- li � . r, llc UP I ST AI er c 2��`r.•� R — 7 4' -4 3/4' 6" 04 ` 5 A7.2 �• I 1 32 X 48" T 2" X 49 •• HC SPACE MC SPA�f \ IRE HOSE _ -- CABINET CD, f.E. SPRINKLER SIM. 4 g RISER A7.2 l A9.1 ENLARGED FOURTH FLOOR PLAN CN c*4 N! ( r _ -- - ....,...._._._ L - -- - - -4� - 10' -7" 10' -0 1/4w - - 6 "0 (' 4 3/4' (: so fC ( 4 3 / 4 1' - 2' -11' 2' -11" 2� -11" ' �5' 1" 1' 7" -- - - - - A �� I D. • } n •I D 8- MEN I N o / 2 1 /2"'`# C 11' - 3/4' 3' -0' 3' -0" 3' -0" 1' 6' 4 ; /t" CN I'l •r N L .r j I 3 1/2' 10' -8" 3 1/2' 8' - -4" - ! \ / \ I � 4 I ELEVATOR —� �88Y � O I ELEV. C 1 of 0 N 1 n N N ,TELEPHONE C� STAIR_13 308 _ 4 ' 4 e F - 32 " 7 4 8 32" X 48 + I HC SPACE HC SPACE \ —SPRINKLER — a RISER S im. 'I 0 //I"' \\ ENLARGED THIRD FLOOR PLAN �� MAY 2 7 2004 T ' k't ENLARGED THIRD FLOOR PLAN E SCALE: 1/4" = J" - f - + 4 fc) Q r' J t S J 1 -- I .. -qtr J -. .��.�.•�..++r+ -:� 11�.Y r: Y• ''�� � r �� . . .{rrY 'l~. �yw ° �+� 1 � 4 ry.�: : wW -� °_.•'.: ♦ ..... ¢ +i�i.�.�.�l�Ir' ,� j�. SCA' E . 1/4" - 1 a• - ,� -2-6• 3 112' ii r n ' n w A r q 1 ? SCA' E . 1/4" - 1 a• - ,� -2-6• 3 112' O i €50KO q Q ( ENLARGED FOURTH FLOOR PLAN V7 -e C5) ro- Lit o 1 01 - 1 Q ENLARGED FOURTH FLOOR PLAN B SCALE: 1/4" - 1 • 0" 06 o -. m CPT •A �o I f 1-44 1 1 CB) vote i MAY2 7 ) ENLARGED THIRD �FLOR PLAN V7 LAN C E MUELLER d ASSOCIATES - o2b n o. FLOOR FINISH PLANS S HEET DEPARTMENT OF __ kv)A HOME LAND SECURITY drawn PRE�IM 4- tJi6 REGISTERED d aw E.M. � TI IT Z - � CT INET SEATTLE DISTRICT OFFICE �he�ked b TI �� -, �i,� PEWIT -25-04 t A A C M 1 T E C T 1 ! M 1 A � C O R P O R A T I O N - PROPERTY OF THE UNITED STATES wrcE • Mu EUZR 130 LAKESIDE SEATTLE, WA 98122 • 206 3 25 2553 1 2500 TUKW INTERNATIONAL BLVD GMRNMENT FOR OFFCK USE ONLY DO NOT SLATE or WAS "" oll e.F. s SEATTLE, WASHINGTON REMOVE THIS NOTICE PROPERLY DESTROY dote Mill --llll DOCUMENTS WHEN NO LONGER NEEDED - 27 -04 NO. ISSUE DATE GE NO. ISSUE DATE t r _ i i � .. - :. _ � ._ : _ .� � � ..�... ..� � �:....�...- �r +... . _ ,+-- �.+� � «�.L+7r -' ' r+�..i:a,.� .w:i� ' .. �.7L�W t� -'�' iA ".Y I! "r:il{�+.�.►. iI Q N Ir t= I D I I I s ' rl 1 'v ,I I o I t I SPRINKLER RICE A - CC i' 4 i of II on 6 0 N s � O 1 4, 3 1/2 1 STAIR JPI04 Q o 4 I II I c . 1 _ M �'�.w. .O � r • r w .. ��e „rL..ti .iK }!' � -s s� +� ems:.► -ww.: ' .�I 6 ' -7 1/4" 1 1 4 3/ 4 " STORAGE -- I 1 I I _ _ I 2 1 /2" I PROPERTY I MANAGER I o • I . I � I I ON. ur STAIR - -#2 I a 04 I 32'X48" 1 32' X 48" l I HC SPACE HC SPACE N I I 1 SPRINKLER RISER A ' i ENLARGED P -2 FLOOR�P LA N �" SPRINKLER _ -- P 106 - 11' 01 • . 4 -- 1a ' .� lilRitOLi i..MiM�i:.rc %7.+i.•�'i :.wc�l�� il' • . , .:iM�svv..M .. � I �- I - p . 6 • 18' 1/4 7 1/4' 4 3/4" I I I I I Q ENLARGED P -1 FLOOR PLAN S, SCAlE : 1/4" = 1' 0" I .—o 1' -0' 8' 7 1/4' ,�eZ ENLARGED P -1 FLOOR PL AN mo e SCALE: ] /4" ,' T aMiR: I 4 �'4" I I I I I I I I I 0 I I N I I I I I I I I I I I 18'- 7 1 /4 - STQ RA G -E P202 1'-0 g ' l 6" 7 1 4" ( 4 3/4 I � I �If / 0 I 11 l - o w / '- 8 1 12 I I , /4 N STORAGE ; 1 O \ P211 CD a N — i LEV. vi 112 i 0' -8' - 3 1121 8' - 4" ELEVATOR 11 LO BBY ' I ' F210 a Co I qr r I LEV. __....! A9.2 1 3 I r ENLARGED P -2 FLOO�RP�L N �a f Ul I m O I Q ENLARGED P -1 FLOOR PLAN C Q ENLARGED P -2 FLOOR PLAN SCALE. 1 - 1' 0' i I 0" - 2 8 � t f O j I 1 r & ENLARGED FIR FLOOR PLAN SCALE. 1/4" \`J lvrv -- - 'wvma ENLARGED P -1 FLOOR P LAN NA 2 7 H - Checked by BUILDING PERMI RESUBMI AL 6 -18 -03 INET BID OF THE UNITED STATES LAWE . MUELLER B.F. 90% REVIEW T 8- 5- IT . ..... R °F % NSTRUCT g- - • t OFFICIAL USE ONLY DO NOT L,.,_- -- >TICE PROPERLY DESTROY dote 3 -27 -03 ; 'MEN NOLOWDER NEEDED NO. ISSUE DATA NO. ISSUE DATE ' �.. r.... •...r�1Ydi:irs.. � �.+. ` ..I�wi. :. s•.w�.w. . � r O C B) 6' - 6 w I §TAIR 132 CENTER WALL ON MUi LION r I Q I I I ' I I � 1 .�R %. .WSW -- lt�_N•' ...�a '�c�r�!� �!!+w.�± +. _. _ —.. %D k Y I � 1 / An s 1 2` 59 -- �� OF b N STAIR 2 P3041 L 1 -- -- - - -- -- 1 .....r... , Avow -- _.- r"� �•'i�wti''�le3i�..ri 1�Ili '�iR+.�7�ss "aaf,��n'N4.er.,•�w ;�j alrl:y SPRINKi FR / RISER ---J A I A9.1 -- I 0 C i Q ENLARGED P -3 FLOOR PLAN 0 CC) HKiH 1EXT. PLYWOOD WAINSCOT. PAINT TO MAI CH WALLS V -10 3/4' a x w M'1 S ^ P31 1 � 2 112 r A4.4 TUBE STEEL JAMBS AT LOADING p00R5 .PEUIVING P3,0j O FD &A' n . N s i BICE_ DRO STORAGE ilk O D M r' a M ENLARGED P -3 FLOOR PLAN L_ O CC L n I i Q ENLARGED P -3 FLOOR PLAN C aCALE. '. /4° = 1' -0w .t= � NgItD tir► Mq r 2 T 2 cjwrF 4 J f j � f i — _ - _ � _ _ _ _ _ —� —�- -�+ - -- -- -- - — -- _�—' _ ._ � _��. .....w. .. - �. _... . - "ir.r.r -..►( Vii.. ` -- -- — -- -- �..._ � -- --«- -+-- -•�- - � -- --'- � �- - ---- -- 4i 1#7 4j -. ._ - _�- ..._ Zwr. \,:.�..: �.r�_ - .ZrYil1 ' - '....+%�.... r �- ' . titYti� '�1"��'''�14.T�!R"'�.���:.t'r ^!r!+wr� '� - . l,a" INTERIOR ELEVATION KEYNOTES - '® il. --� 4 SEE RESTii" AND JANITOR ' 5 ACCESSORY SCFIE�DIILE 6ELOM TS 1 j S 6 4- - 1 000 TH 1 6 _ —� 9 9' x A� CERAIMC .E VINYL WALL COVERING DOVE 09 1 1/8 SW GRANITE WITH 4 OACKSPL". SEE BET. 1/A7.2 9 - 09 9 � J 1 - - "� 1 ' STEEL TOILET PARTITION, FLOOR MN. aIIERNEAO OWED _ T - `T - �� .. , _ STEEL LW AI SCREEN A `_ AST SOUTH C� Wf 5"T i FAUCET W/ HOSE AND PALE HW NORTH I A EAST �"' �''C6� `"' 6 WH FLWR uour r1 mop Sw PLASTIC LAMINATE WAND. (SEE ELE1NT1M FOR I DOM MEN 117 - INTERIOR ELEVATIONS OMEN 118 - IN 4' COVE W E ELEVATIONS - _ - H 001-- BAWER FREE ORINI(MIG FaMITA1N 3/4'' M LAMINE FACED POITIOLEWpARO N)JUSTA611 SHELVE MIRROR, S - 0" HID" x 2' - 6' WITS IN STAINLElS SWA FRAME 6" INTEGRAL VINYL COW SASE 1e' x 18" CERAMIC TU RECESSED W TTING PER ELECTRICAL ORWNGS i 1 �, - �' "' ( r __ • _ SEE RESTROOM AND JANITOR —p A SCHEDLU BE 2 8 I ACCESSORY NOTE: ALL FWUW ' 2' -6 1 t HE IGHTS N ES TO COMPLY —� ® , FRP WI TH U.8•C. CHAPTER 11, WAC 51 -30 AND J. "� / _' 0 6 .� "� : ' ' ` ADA GWDELINES } ' •� TYPICAL) - 9 9 9 ® Q B SOUTH C WEST - _ D SOUTH D SOUTH WOMEN 118 - INTERIOR ELEVATIONS TOILET PT 306 INTERIOR ELEVATIONS .... ........... .................... if It d. 4 J If A F AS1 B SOUTH +B SOUTH B SOUTH C D WEST •- NORTH . D r\JRTN D NORTH .- 1 77 -- INTERIOR ELEVATIONS , 4 ;,4 .. _ r I f ' 1 11,F _ 4 _ ..r - 1` ! r __ ♦ yam - I �L T 4T 9 T A _.A ,-- --O -O S B SOUTH B SOUTH B SOUTH C WEST D NORTH NORTH T D NOR H WOMEN T17s -- INTERIOR ELEVATIONS • RESTROOM & JANITOR ACCESSO SCHEDULE - - -- -- Combination Towel DispenserANaste BOBRICK 843944 Units 1 s --Vol Ilk Z Sanitary Dispensers BOBRICK 1335002 60cents 111 11 fill 3 TP Dispenser 806RICK 62740 j 1 t • - , . —� A7.2 —�3 4 a nits ry Disposals OBRK;K 8270 '�` ''� Grab Bars 'contractors optwn to use _ / ► --}- 5 BDMICK 86806306.6806x42 O 9 / -- •--�i� ominous grab bars "T 7 - r - r - -ow _ _ -9 6 Seat Cover Dispenser 80BRICK Classic 8221 A � AST A � -AST A B B >OUTH L� `� `� C WEST C WEST 5 T C WEST D NORTH MEN C7� So ap Dispenser OARICK 88226 6 "spou T234 - INTERIOR ELEVATIONS of ts $ 1 rarned Mirror lug Np1E custom size a►J16 C31 Robe Hook 6013 RICK B76717 0 3� Roll Towel Dispenser BOBRICK 8253 �•� / _� 7 - ` -- 033 Mop Holder BOBRICK B239 M AY le AL - -- *� - � A� 2 .. F ixed Toiletry Shelf BOBRICK 6883 k "' �4 -.+ 34 35 ace Mounted Baby Changing BOBRICK 82230 34 Wx 1814 x If \ - ''� .•+ `�`� R ' t - i Station o"wAion wf+en open .. .�r► 9 * + % -,� 9 ` +► ' 86 Shower Accessories a� RICK 8207 /� D 1 EAST A `AST A f AST B swTM C WEST C WEST C WEST �--{3� �-•� tower Curtain ICK BM -2 42" W x 7T H WOMEN IT2 D NORTH - INTERIOR ELEVATIONS 7 a%AL. :/ 4' - tower Curtain Hooks RICK 8204 - ' • - 02b 135 INTERIOR 'E L E V A T I O N S SHEET ANCE MUELLER $ ASSOCIATES DEPARTMENT O F HOMELAND SECURITY _ �'- drown OHS 90'J� REVIEW 3 - 4 -64 RECsTE1eEO� M.C. DMALL END 4-19-04 / 1 ARCHITECT I t T 5-7-D4 A li► FI C H I T E C T s SEATTLE DISTRICT OFFICE • A 1 A PROPERTY OF THE UNITED STATES I�NCE P. MuE�IER I chocked by CABINET I 13 O L T Q s -17 -04 C ORPORATION 12 5 0 0 T U K W I LA INTERNATIONAL BLVD . GOVERNMENT FOR OFFICIAL USE ONLY DO NOT �s*� cir a+�s++Ncro+r B. F. LAKESIDE E S I D E SEATTLE , W A 9 81 2 2 2 0 fi 2 5 2 5 5 3 REMOVE THIS NOTICE PROPERLY DESTROY t,�. et SEATTLE, WASHINGTON DOCUMENTS WHEN NO LONGER NEEDED 4 -30-03 N0. ISSUE PATE N0. ISSUE DATE _..._.__.. —... _... —_ _. ��_ , _..—. --rte - •t• -- - .-� _...__......` -L .e.Jl�ti • _y..t/+r_ � ''�.r -- �ti r.r+• hN .sw� arrr�r ` 10" : a r r_..r.i� �. _.. -w:. �w�l►'. ii 't._1 li.._t_ ..r.. .- ........,, i .My�i�Mil. + s y 1, INTERIOR ELEVATION KEYNOTES • a �___,,_ _ ----- -� ,-� _ z -{� 8 A"11 SEE REST110011 NO JAN OR �,� _ T212 INTERIOR ELEVATIONS 6 ACCESSORY SCIIEDUI.E I➢EtAW 1 t t t . . JLLIJ :1d! : _ i 1 - 4 2 9' x t e CERAMIC TILE COME 8W WK WU COVER04 9 - - --" 9 ;i „� .�► -® 1 I _� 1 1 1 /A 9W GRANITE WITH 4' BACKSPLASH. SEE CU. . 1/A7.2 9 STE IOILET SCREEN . ELM MTO.- OVERHEAD PM= A LAST B SOUTH T C WEB �� 6 3 -- FAQ w/ HOSE AND FEAi.E i,toolc �� � D NORTH A EAST �� � 6 �-•-{ 5 S SOUTH FLOW OR Ai10lMhEp MO SW T214 INTERIOR ELEVATIONS A"11 W AINSM. 0a ELEIAAT w Fm HE GW) 4.�o+IEII�,�ERieASE ; 1 WOMEN #T212 INTERIOR ELEVATIONS KVOND I+I(iI'I - LOw BARRIER FRtE DRMACIIVG FOUNTAIN 3/4 MELAMINE FN” PARTICLE,AWD ADJUSTABLE SHELVES MOM. 3' -0' HIGH x 2' -9' WIDE w STAINLESS STEEL FRAME ! 6 INTEGRAL VW COW BASE , 18. x 1 CEib1MIC TILE RECESSED LIGHTIN PER ELECTRICAL DRAWIN ; 8 f -� SEE RESTROOM ANG JANITOR ACCESSORY SCHEDULE. 9ELOW C � -- ••r , r y-- ,, I FRP ............... Y- Illy 00001� '® _ B SOUTH C WF ST ` NOTE: ALL FIXTURE D NORTH D NORTH A B ►1kE EJ(11NGUw'SFiLK HEIGHTS AND WOMEN CLEARANC TO COM _Y WITH U.B.C. CHAPTER TYPICAL JANITOR ROOM TYPICAL DF do FIRE EXTINGUISHER AN w AC 51 - D ADA GUIDELINES � /4 � ' � ' (TYPICAL) fill i i r-1 8 fill - t A do--- F1 — ter v. r I t - --� - -- T - T �-- -� �- + - --0 A ;AST B SOUTH - B SOUTH B SOUTH C WEST 4� D NORTH D NORTH D NORTH I MEN # 221 INTERIOR ELEVATIONS 5 �. fill I 1 1111 1 1 i A7.2 .. — 3 1 51 �. '_ �' �. --v 4 � - . + .. ---fib --� _. —® _4T III [fill T ado- T:TT::FT:7 -ebb. 1 + + ._ _ ._...0 ----� - i A .-AST B SOUTH B SOUTH B SOUTH C WEST D NORTH D NORTH D NORTH 6 WOMEN 222 INTERIOR ELEVATIONS ' NE A I ACCE &SO" SOHEDULS 0 'C ombination Towel Dispense•NVaste Units BOBRICK B43944 C 2 ) Sanitary Dispensers OBRICK 83500)0 50ce 'ri 3 ) P Dispenser 08RICK B2740 ` 7. 5 F' 2 f 1 � r+ _ 5 •.� . Sanitary Disposals RICK 8270 - — V G Bars 'contractors option to use + - + _ �� - r o6 66806x4? 1 $ .Heinous gab bars BG9RICK 868 x3 TF —1 r—r r-7-' _� 9 �`� 6 eat Cover Dispenser BOBRICK Classic B221 A BAST `-- ' roI►� B OUTH B SOUTH C WEST D NORTH >*.dR"� 1 7 soa p Dispenser RICK 88228 6 spouts 7 WOMEN #302 INTERIOR ELEVATIONS $ Framed Mirror custom size ' C 31 . ' R obe Hook BOBR IC K 876717 32 Roll Towel Dispenser 808RICK 8253 33 ` Mop Holder 808RICK B239 MAy '`'+t .- L..- 1J -�� T�" -•+� j .. -� `1 lam• •- \J J lr�1a + 5 t°l ��"ea- 8 34 ix o'kiry Shelf IC 8683 T 7 111111 _T + 1 r 1 "'�' urface Mounted Baby Changing 808RICK B2230 34" Wx 16"H x18" C 3 5 Station rojecwn when open ki 36 Shower Accessories Curta� B08 RICK 8207 { _ j , g A A 4 f. A EAST B SOUTH B 0 WEST D NORTH D NORTH S hower Curtain SMOCK 8204 -2 42" Wx 7 MEN 303 INTERIOR ELEVATIONS howerCurtainHooks 806RICK 8204_1 LAN 0 2b 135 INTE ELEVATIONS SHAT MUELLER d ASSOCIATES DEPARTMENT OF HOMELAND S : ECURITY �- RE -- dro wn �S pox REVIEW _ _ ___ 3 .4.04 ' CIst E H.C. A_ 4-1 CT I I 5-7- SEATTLE DISTRICT OFFICE Checked by CABINET „ EN 5 __ A R G N 1 Y E C Y 6 A 1 A PROPERTY OF THE UNITED STATES � E P. MUELLER I TI MIT CORPORATION 12 5 0 0 T U K W I LA INTERNATIONAL BLVD . OMRNMENT FOR OFF �C OFFICIAL USE ONLY DO NOT L FIM O ► WASHM roa e . F. - 13 0 LA K E S I O E SEATTLE , W A 9 81 2 2 2 06 3 2 5 2 5 5 3 - A5*7 REMOVE THIS NOTICE PROPERLY DESTROY L____ — dote I A SEATTLE, WASHINGTON DOCUMENTS WHEN NO LONGER NEEDED 4-30-03 N 0 ISSUE DATE N0. ISSUE DATE _ . _. ..—_ ....- - -__ _' - +.►- +.mow.. - _ .....- _._.,,,. .. -.-... ii - -- -- - -- - -•+ .. ... r....r a . . .t._..,...r....r ..°,�''�'' °aSSCtv".�: �.=.'. �" r .._'.."'�1r�"�:.5�"`!�' ''" -i.► - ....:• s f �� t i .1'T'!'''r "' e - ---- -- — • -- -- - -- _ � _. '�fiiriY01►+ I�aCttx�irft air. ._ ; ;.:,�. ,.� ._ I 4r t INTERIOR ELEVATION KEYNOTES 1 'Ilk -� 4 SEE RESTROW AND 90� iwTOR 7—It 8 f' Z 6 : -,' 6 _ _.,� 5 A0 SCHEDULE �l.Ow 5 ��. , . ; i - 9 9 x 1e' CERAM TILE CM WSE 0 COMF _ a► VMM WAIL RING I ' •. , f . �' .... —'-- -� err i 1 1/8 %A GAMWMTE WITH 4 6X:KSPLASH. SEE OET. 1 /A7.2 C t - r _ -� 9 >i YTO P STEEL TOILET �ARflflOK FLOOR . /�M" pp�0 0 i T - - gIERHf�D BRACE STEEL UAINAL SCREEN A , AST SOUTH WEST � B � C C� - NORTH � A EAST L-{7 �--(s� � FAUCET w/ WS NO Pw.E "K 5 B .:ouTH FLOOR MOUNTED MOP SW WIC LNINATE 9964W. ($ff af1MW F(N /ifJ )M ME 17 INTERIOR ELEVATIONS 'WOMEN 418 INTERIOR ELEVATIONS 4' 001 ea 1 2 MIM W rrol.M IIIALL BEYM • H04-LOW BARIBER FREE DRwKING F011NTAN1 3/4 MELAMINE FACED PARTICLEBOARD ADJUSTABLE SH ELVES M 3' - WH x 2' -d' WIDE N STAINL 1 SS STEEL FWWE , j 6" INTEGRAL VINYL COME BAM I 18' x 16' CERAMIC TILE � RECESSED LIGHTING POt £LECTiil P A #I%= 4 ,. i r 8 SEE RESTROOM AND JANITOR ACC ESSORY' SCHEDLILE BELOW { r 17P I� b _ 7:3a F i �- Q - --•Q 9 9 B `.:OUTH C W[ ST NORTH D NORTH � NOTE: ALL FIXTURE HEIGHT'S AND CLEARANCES TO COMPLY ` WITH U.B.C. CHAPTER M N 418 INTERIOR ELEVATIONS MEN #T41 0 INTERIOR ELEVATIONS 11. WAC 51 -30 AND ff I I 1 , r t r - f I 4 5 f 2'-6 8 1 A7.2 A7.2 } I 3 ! ®-� _ 1-IRE LX T INCuISHER ! j 4 WOMEN T409 INTERIOR ELEVATIONS TYPICAL DRINKING FOUNTAIN TYPICAL E.E. CABINET _._. ... ....... .._ ....... _.__ _ - _._.._ _ ._. _ _ . _ ... _. ...... _.. . ___ ... _.. ___...._ .... ........ ... -_ _.._._..._ ._ _...._.__ -.... _... __ . __ _ _ __............ .... .... ......_.._.._ ...._.... ... .__. ....... . __..._...... _ .... ............. _...._......_... _........ ...._-.. __ ._. _. ...._..___._... ._......_._..___ ............... .__....._._____......_...._ .. _.__....._._...�,t.. _ __.._ � t 1 i i j I C i 3 i RESTROOM & .JANITOR ACCES S Combination Towel 7is te 1 penserlVYaste BOBRICK B43944 Units Z Sanitary Dispensers BOBRICK B3500x2 50cents J I 3 i TP Dispenser SOBRICK B2740 I d Sanitary Disposals RICK B270 Gr ab Bars 'contractors option - o use ontinous grab bars BOBRICK 13680646. 6806x42 5 i 6 Seat Cover Dispenser BOBRICK Classic B221 woo 7 ' Soap Dispenser SOBRICK 88226 6" spouts F ramed Mirror custom size C 31 Robe Hook POBRICK B76717 C 32 �/ Roll Towel Dispenser BOBRICK 8253 33 4 , M op Folder BOBRICK B239 MAY Z ? Z / I - �4 34 F ixed Toiletry Shelf SMRICK 8683 AL J C 35 Surface Mounted Baby Changing 80BRICK 82230 34" W x 16"H x 18" S tation proockon w 1m. open C 36 - S hower Accessories Curtain BOBRICK 8207 R od S hower Curtain 909RICK 8204 -2 42" W x 72" M S hower Curtain Hooks SOBRICK B204 -1 0 INTE RIOR 2b 35 ELEVATIO SHEET DEPARTMENT LAN E MUELLER 6 ASSOCIATES __ OF HOMELAND SECURITY - I n 0 drove by OHS 9 X REVIEW 3 - -04 A ARCHRECT ; M.C. A IT A SEATTLE DISTRICT OFFICE Checked b CABINET 0 - G H 1 T E C Y B A► t �► CORPORATIO PROPERTY OF THE UNITED STATES E P. 4�uEI LE1t IT _ 130 LAKESIDE SEATTLE, WA 98122 206 325 2553 12500 TUKWIIAA INTERNATIONAL BLVD. OOVERW*NT FOR OFFICWL USE ONLY DO NOT W* � B. F. SEATTLE, WASHINGTON REMOVE THIS NOTICE PROPERLY DESTROY date DOCUMENTS WHEN NO LONGER NEEDED 4-30-03 N0. ISSUE DATE I N0. ISSUE DAT E e � --- �- i=- �'== 'i'�.:�:.�: - i ..�+...A•�i....+�.�►.: +�r�c:.J.:::.., .....:..u. -� ' Yi.: u'+�lii�.�.,,,,.., •+�. ��S.:�s�t.r.:�. .a.� ' _ _. I -� A '.DR H S.S. ELEVATOR DOOR & FRAME HARDWOOD TRIM TO MATCH WOOD PANELS (-jN, jjEVATOR LOBBY #113 WOOD ("OVE PAINT - 1 TIA7. IA7. f — VINYL —PAINT VINYL WAIL COVERING - -- - - ` 7 -: woo�' I h,M PANT -- FUTURE I = / 6" GRANITE \- PAINTED TRIM TILE BASE GWB - PAINT WOOD PANELS BASE PER SCHEDULE tj -SST WOOD TRIM — PAINT WOOD COVE — PAI GWB - PAINT BASE PER SD*IEMU HARDWOOD TRIM TO \-WOAD PANELS MATCH WOOD PANELS V Tr y `- 6" GRANITE TILE BASE WOOD PANEL WOOD TRIM - PAINT WOOD COVE - PAINT —. I � GI TIA7- _ 4 3 � I IA7. TIA7 ` q.. 0 9 A7. TIA7.! NORTH DOOR PER SCHEDULE PNT3 PNT5 PAINT PAINTED TRIM LOBBY 102 .3�,AL —. :, .. . — rrwr% Vvv I KIIYI I V l7KANl I t bAJt MATCH WOOD PANELS 1/2" REVEALS LOBBY #102 SCO N;' I_ �- 6' GRANITE TILE BASE -- WOOD PANELS J%+nLL. 1/ 1 - 1 -%) t 1 DISPLAY 1EMIRED PAINT 7. IA7. CABINET il—r VMNI WALL COVERING -_ - -- - - - ^ - - -- ;IA7. 6 I ' � ' ► i IA7. I qT .$ i I I K7 7 � - 6 GRANITE TILE BASE S -1 WOOD PANELS 6" GRANITE TILE BASE WOOD PANELS RECESSED LIGHTING FUTURE DISPLAY CABINET 1 I boom � I ; I GRANITE BASE 1/2' REVEALS c L f �-- HARDWOOO TRIM TO MATCH WOOD PANELS VESTIBULE #101 I - - wooD PANELS GRANITE BASE 1/2" REVEALS �-- C*vmTE BASE ,-- VINYI WAI 1 Pl)Nio W. r a r w ram RECESSED LIGWIMG VINYL WALL COVERING, i tv Of TOO -W -1p -5*0 1- 0 0 Y h 4 MAY 2 7 2004 9 0 IA7. `IA7. LOBBY #102 EAST ELEVATION LOBBY 102 WEST ELEVATION 15 ��,,- ;; 4 . _ ; 16 LOBBY NORTH ELEVATION 0 STAIR 1103 / 4'. - : 17 r fo r /— 1WY1 WAN ! (:()NI: RING WEST WEST PAINTED TRIM LOBBY 1 102 S; LL. ;;'a 't . -;" LOBBY #102 1 y - - --r- -- - ----- ---�•• . `.�...,..�...� �sr.�sa� -::� : i ..;,r.l�.iis„riw"_.�::.:aaiiiri �: ".'"��.Y..,.. ., . k��..:t' taw. am I 0 i e%sweY u j .; A WEST WEST PAINTED TRIM LOBBY 1 102 S; LL. ;;'a 't . -;" LOBBY #102 1 y - - --r- -- - ----- ---�•• . `.�...,..�...� �sr.�sa� -::� : i ..;,r.l�.iis„riw"_.�::.:aaiiiri �: ".'"��.Y..,.. ., . k��..:t' taw. am I 0 PUBLIC CORRIDOR T298 MATCH WMOOD PANELS VINYL WALL COVERING :,-A- '., ; . , PUBLIC CORRIDOR T298 W[ ST VISITOR WAITING T201 & T291 SOUTH VISITOR WAITING T291 If 90UTH %---GWB - PAINT �-- HARDWOOD TRIM TO �-- 1 12 0 REVEALS VINYL WAN L COVERING MATCH WOOD PANELS VISITOR WAITING T291 WO TRIM PAIN- GRA BASE GW8 PAINT VINYL WA! L COVERING • 1 t- HARDWOOD TRIM 10 112 REVEALS MATCH WOOD PANELS VINYL WALL COVERING VISITOR WAITING T2 WOOD TNM PAINT r&12 WEST VISITOR WAITING T291 �,A& , j 4 [ WEST "•6' RUBBER BASE PUBLIC CORRIDOR T298 1 VISITOR WAITING T201 NORTH �-- HARDWOOD TRIM TO MATCH WOOD PANELS VINYL WALL COVERING VISITOR WAITING T201 & PUBLIC CORRIDOR T298 .•v♦ti�. ., 4 — . y WOOD TRIM - PAINT r � PNT3 3 WOOD COVE - PAINT GW8 - PAINT /-VINYL WALL COVERING r VMVYL WAI L COVERING W000 •TRIM - PAINT mil 3 WOOD CONE - PAINT �\ GW8 - PAINT VINYL WALL COVERING CITY OF T" ILA �PRUVtO JUN 11 M4 VINYL WALL COVERING AS NOTED � �-^�f3 OII�fC►J�� C. 4% ELEVATOR `- 6" GRANITE PANTED TRIM 'AST S.S. ELEVATOR 6" GRANITE U WEST 6' GRANITE \ �- 6" GRANITE SOUTH P TRIM �- T-1 DOOR &FRAME TILE BASE TILE BASE DOOR &FRAME L E) \ GWB - PMT GW8 - PAINT j BASF ST - TILE BASE HARDIHOOD TIM TO WOOD PANELS \_ BASE PER SCHEDULE HARDIHOOD TRIM TO WOOD PANELS W000 PANELS BASE PER SCHEDULE WOOD PANELS MATCH WOOD PANEI S MATCH WOOD PANELS TYPICAL ELEVATOR LOBBY #213, #313, # 413 BASF SIGN PER TE)WO IM000 PIMN f" , MAy 27ZOU' ftft" Cftft w� X t 3 I `- GRANITE BASE i i i I i � r i ,f c i i i i i 1.4 - - -__ .•�.. —__ - _�-. _ .- ., �_.__� -_ _ - � -�"• -- - _-- •.ter. —r ..�.�. --. _ - y am..► +�.- tom. �► .Wr••. .�...�.- •.�. •tt {'�Mr.rL �F.• . .- .wra.r�.- ....+.fir.•- -- r 1 .� �Y.r � � � �� � - - --.... .. _ ,.� _. —" .: .s -,c» .._. "' "�'':' .a�►... _... -...._ :.aPl:�':.... 14u'il_ijti'�L..� ., s ""`4� -�'i .wK, ' �'� . .,., w 2 VISITOR WAITING T201 IN000 TRIM - PANT r& -- - — . -- — - - - -- ' - - - -- - -- —. _ — i I GYP BD FURR DOWN ... GWB - PAINT I � GRANITE COUNTER TOP 2n PLASTIC LAMINATE UPPER CABINE W/ 2 N7. 3 / ♦ / / / / ADJ SHELVES TYP. - I OMNI / -� 19 / _ T 7 "\' T 7 7. 21 / , �r►o PL -9 MAY 2 7 2404 -BRUSH STAINLESS BASE INTERIOR ELEVATION INTERIOR ELEVATION 10 INTERIOR ELEVATION 2 INTERIOR ELEVATION - 02-135 INTERIOR ELEVATIONS SHEET LANCE MUELLER d ASSOCIATES DEPARTMENT OF HOMELAND SECURITY -- - - - ---- - -- - r -- -- drawn b OHS 50� REVIEW 3 - - 1a4 __ 2 REG611� Y IT T ; H. C. MIT ITT - - A A G I T 9 C T s A I A SEATTLE DISTRICT OFFICE Checked by I 4-1 - 12500 TUKWILA INTERNATIONAL BLVD. � M UELLER ' I I - - A5 130 LAKESIDE SEATTLE, WA 98122 206 325 2 5 53 O R P O R A T I O N coNEN P ROP ERT Y of THE uN TED STATES ,� OF ,,,�,,,,,�,�, B.F. OR OFFICIAL USE ONLY DO NOT L - dote SEATTLE WASHINGTON REMOVE THIS NOTICE PROPERLY DESTROY 4 DOCUMENTS VIMEN NO LONGER NEEDED 03 NO. ISSUE DA NO. ISSUE DATE fit _ - - M � INTERIOR ELEVATION KEYNOTES 'r T I- _ - = -_ -_- - _ _�_ SEE RESTIippM AND JWWTO�It , :: ;;':;:i.•i' � r ';' ;; i III '� ►!I �� ' / S ACCESSORIV SCHEDULE BELOW � 8 � � ` { 1 -- - -- --�- -- e� r ! 1 I I -- - - • , --- ! t i -- _ ` - : ' l - f 9 Q >< 12' CERAMIC COME K% VINYL. (MALL COVENNG 1 1 1/8' SLAB CAMITE W/ 4' WASPUISr•I. SEE OEUI 1/A7.2 fi l now== M I" PARTITMAI, FLOOR MOUNTE0. OVER" WACEO. - 7_r I - '�— � - , - - — 9M U NNAL SCREEN W / HM AM PALE N e o e C ao� OR NOLINTED MOP N S LOCKER ROOM INTERIOR ELEVATION "M LAMINATE WSW off 111IM106 FO ilIMM 1 40 ow WWII &%SE am" UK INDCAN HALL art" ._.._.__.. _._. ....... _ .. _ _._. _ ... _ .. _ .. _ .... _ .. _ - _ _ _ ...._._ .. _ _ _...._- __..... _ _ _._ ... _ _.._ ._._ ...._ _..._. _ ._.._., ._._.. -_ . _ ... . _ _.. ... ..... -__... -..._ ....... _.... _..... _ r~MQM• -UOIV 9ARRlE1 f'REE >xtINKING FOUNTAIN Y 3/4' MELAMINE FACED PARTICLEBOARD ADJUSTABLE SHELVES f MIRROR, Y -0' HIM x 2-•6' WqX IN STAINLESS STEEL FAANf s / 001-0 6' INTEGRAL VW COME 6kSE � 4 1/4 x 4 1/4 CE WA:C TILE ,�► . 'JM` RECESSED UWING PER EUXTRICAL CRAWINGS . !� .*+ PREFAB +LC. SMOMER i y PREFAB. SHOWF R ' BENCH SHOWER CURTAIN f i 'LOCKERS - REPUBL OR EQUAL. 12' x 12• x 6ON (1) INTEf60R COAT HOOK, , DOCK WISPS Jc DOA BUMPERS i •� - SEE RILSTROCNA AND JAN-TOR ACrLSSORY SLriLDULE BELOW D D D NOTE: ALL FIXTURE HEIGHTS AND INTERIOR ELEVATION WI T LU � C 11, WAC 51-30 AND ADA GUIDELINES Y ..j � 1 f i!II =,- ill �'� t Illil - I'i e � •- II II III S + ,- tllii II II Ilill I. II II -� II 11 � ri .+ - ��Ii II II cr- 4 : �� ' .TT v 3 T � r�► 1 . _ r ,.•+ A INTERIOR ELEVATION 1 -- - — . -- — - - - -- ' - - - -- - -- —. _ — i I GYP BD FURR DOWN ... GWB - PAINT I � GRANITE COUNTER TOP 2n PLASTIC LAMINATE UPPER CABINE W/ 2 N7. 3 / ♦ / / / / ADJ SHELVES TYP. - I OMNI / -� 19 / _ T 7 "\' T 7 7. 21 / , �r►o PL -9 MAY 2 7 2404 -BRUSH STAINLESS BASE INTERIOR ELEVATION INTERIOR ELEVATION 10 INTERIOR ELEVATION 2 INTERIOR ELEVATION - 02-135 INTERIOR ELEVATIONS SHEET LANCE MUELLER d ASSOCIATES DEPARTMENT OF HOMELAND SECURITY -- - - - ---- - -- - r -- -- drawn b OHS 50� REVIEW 3 - - 1a4 __ 2 REG611� Y IT T ; H. C. MIT ITT - - A A G I T 9 C T s A I A SEATTLE DISTRICT OFFICE Checked by I 4-1 - 12500 TUKWILA INTERNATIONAL BLVD. � M UELLER ' I I - - A5 130 LAKESIDE SEATTLE, WA 98122 206 325 2 5 53 O R P O R A T I O N coNEN P ROP ERT Y of THE uN TED STATES ,� OF ,,,�,,,,,�,�, B.F. OR OFFICIAL USE ONLY DO NOT L - dote SEATTLE WASHINGTON REMOVE THIS NOTICE PROPERLY DESTROY 4 DOCUMENTS VIMEN NO LONGER NEEDED 03 NO. ISSUE DA NO. ISSUE DATE fit _ - - M � . C \ 1 I I o ' 1 ' N I , A b � I I I I I N ! � I I RAISED PLATFORM 2' - 6" 1' -q' 2' -6" � 1 ' -0" 2' -6" ' -0 2' - 6" UNE OF FLOOR BELOW 4" BASE CABINET ELEVATION 0 T110 O N \ 1, o ao T = I 0 i N 0 �— COMMERCIA, REFRIGERATOR BY \ ii A, c_. S /$" AGENCY (NIC) GY BD FURR DOWN PLAS LAM UPPER CABINE 7 S W/ 1 ADJ SHELF TYP. STAINLESS STEEL SINGLE BOWL KITCHEN SINK W/ HOT & COLD WATER & GOOSE N E CK ' AU CE T & GARBAGE DISPOSAL PLASTIC LAM;N ATE OPEN SHELF FOR MICROWAVE BY AGENCY (N!C) PLASTIC LAMINATE COUNTERTOP & BACKSPLASH PLASTIC LAMINATE BASE CABINETS W/ 1 ADJ SHELF & 2 DRAWERS PER SECTION TYP PROVIDE CLEAR FLOOR SPACE AT SINK IN COMPIIANCE W/ ADA & _ 0 I _ 0 I + o I 1 0 0. II "v 1 - LINE OF LAY- IN ACOUSTICAL CEILING LINE OF OkOPPED GYP BD SOFFI T 0 PLASTIC LAMINATE COUN rERTOP. PROVIDE RECESSED M( NITOR DISPLAY W/ KEYBOARD TRAY (NOVA MODEL /50 -0 -1818 OR EQUAL) AS SHOWN. PR( VIDE 3" I GROMML TS A NOTED ON PLAN. PROV DE STEEL b ANGLE SUPPORT BRACKETS AS REQUIRED • FOR COJN TER TYP PROVIDE MOV /,8LE PLASTIC LAMIr ATE FOOT REST EACH S ATION TYP TO MACH CA 31NETRY 1 PLASTIC LAMINATE CPU SHELF W/ VEN I ILA I ION HOLES AS REQUIRED TYP N R \ (3) 12 "D ADJUSTABLE SHELVES W/ HEAVY DUTY STANDARDS & BRACKETS. MAX 3' -0 "W BETWEEN SUPPORT BRACKETS. PROVIDE IN -WALL SUPPORTS AS REQUIRED. RED im mt 7/— am NOW 400 ANN MEROWN NOR V� 17\ , owl— anw%qw som ows I Pl -6 N I I \ \ a\ ` ... _ I o / I 1 \ / I \ ' NOW UND N N. // / �/' \\ / �\ UFAS. PROVIDE RFMOVABI E ! SLOPED PL LAM "'ANEL. / 3' - MIN , 3' - U" _ fr 4" BASE: 5 CABINET ELEVATION 0 T120 .:� V . - 1 . v .. CYP BD FURR DOWN r--' PLASTIC LAMINATE UPPER CABINF TS W/ 2 AD,' SHELVES TYP. 3 �PLALL t ► l �- GYP BD SOFFlT W/ REFRIGERATOR BY AGENCY (NIC) � c\ RECESSED LIGHTING 1 PLASTIC LAMINATE = �-- GYP BO FURR DOWN IT ADJUSTABLE BINS (3) PER GYP BD FURR DOWN 12 "D SECTION. PROVIDE /- PLASTIC LAMINATE UPPER STEEL SHELF SUPPORTS IN CABINETS W/ 2 ADJ DRILLED HOLES SUPPORT SHELVES TYP. SHELVES. i \ PLASTIC LAMINATE UPPER \ T / \ �-- PLASTIC LAMINATE r PLASTIC LAMINATE j CABINETS W/ I ADJ SHELF 1 / / \ I Q, i \ _ / UPPER CABINE TS W/ 2 �` ADJUSTABLE BINS (3) ! THIS UNIT tan =0 z __: �,� � w I ca I _ _ _ •• ==a t O -� ADJ SHELVES TYP. PER 12 SECTION I o T" �\ .� r 1 _ �!� ` \ I , -- /"` PLASTIC LAMINATE COUNTERTOP a , N I / mmmm Pe- 3 \ /� \ / o D-2 -- F1XE0 PARTITION 1� 8c BACKSPLASH I I f ' �\ �' •-'- ---` 0 \ - b I' ADJUSTABLE SHELF N f-- PLASTIC LAMINATE I �-- STAINIESS STEEL DOUBLE BOWI. co / ' _ j 11 I KITCHEN SINK W/ HOT &COLD .I P -1 PLAS LAM NAT I COUNTERTOP ,,...." -� E I = •r\ 1 "' -_-�_ -�►- -' i i WATER & GOOSE NECK FAUCET do \ _ COUNTt=RTQP & o /-- PLASTIC LAMINATE BACKSPLASH \ � I GARBAGL CISPOSAL !� - `�""'— BACKSPLASH I 12 "D BASE CABINETS I W/ 2 ADJ SHELVES I �- I - --- � PLASTIC LAMINATE PROVIDE CLEAR FLOOR SPACE A � �-- T I - - - _ r / _ SINK IN COMPI LANCE W/ ADA & o / I \ ~' ` � PLASTIC LAMINA I / �� PER SECTION TYP BASE CABINETS W 1 a I '� 1 . 0 ADJ SHELF & 2 DRAWERS s I �... `� s = UFAS. PROVIDE REMOVABLE j �..�+ ,,. 'ON.ik i .. >. � / = I ., ADJ SHELF & 2 RASE CABINETS W/ 1 j PL -1 r' 4" BASE t p PER SECTION TYP N I I "� / SLOPED PL LAM PANEL - PL -5 3' - 0" 3 - 0" II 3' -0" 3' -0" 3' -0" 3' - 0" CABINET ELEVATION 0 T125 �- GYP BD SOFFIT W/ , O ! o \ to I I� N I BROWN MELAMINE W/ PL -2 EDGE BAN" / 10 ryp F'l-2 / T , v =- k - — - = I = I= = = _-_ _ _�, __ __ l �, _ _ I 3 . - 0" r w " " r w " TIO I w CABINET ELEVAN 0 T160 J/ O — _ _ 0 1' N ! = O \ I I 10 � N• any" will ' -A - LIVE Oi LAY--IN ACOUSTICAL CEILING dow i -5 ANGLE SUPPORT /I , BRACKETS AS ( ✓_ _� / REQUIRED FOR COUNTER TYP 1 ° _ _ -­2 = s = 4" BASE - `- , 77 ,, � CABINE�TE LE VATION O T167 r 1 Q TYP i �I s = / s s -- s \ / / � � � � ,,- \ \ � � DRAWERS PER SECTION w � \ / - -� `�•-- PLASTIC LAMINATE BASE - TYP' �^ \ ` CABINETS W1 1 ADJ SHELF & 2 \ \ \ \ DRAWERS PER SECTION TYP I 3' - 0 " MIN X - 0« 3 , r Q ,. 4" BASE 3' - 0" 4' .3'- 3 0 -0" i ! CABINET ELEVATION 0 T135 CABINET ELEVATION 0 T157 CABINET ELEVATION 0 T160 7 g i GYP BD SOFFITr j I - - PLASTIC LAMINATE 2' -0" 3' -0" 3 ' -0" 3' -0" I CABINET ELEVATION 0 T160 wl�..i.. ' PARTIA' HEIGHT WALL 3' - 4' -0" W/ FULL HEIGHT SPLASH ON INTERIOR I j SIDES . .� \ __ COUNTERTOP W/ - PLASTIC LAMINATE TEMPERED GLASS I 36 "X36" CORNER UNIT I & ERGONOMIC TRANSACTION WINDOW KLYBOARD TRAY. PROVIDE 3" GROMME \ AS NOTED ON PLAN. BASE CAF31NETS W/ W ' _ 1 �� N W/ VOICE TRANSMISSION ­PLASTIC LAMINATE BLIND BASE CABINETS w/ 1 f j I ADJ SHELF I r- I CURVED WAIL do CABINETRY I i 4" BASE I i THROUGH FRAME EDGES CORNc R BASE .:ABINE T W/ ' N \ = \ 11 � I `` � � � • I i � j i W/ 12 OEEP PLASTIC 1 ADJ SHELF & 1 DRAWE U 1 J I N i I i ` 1 I L AM I NAT E BOTH PER SECTION `YP. I i I SIDES LITE ( ) RS. PROVIDE 1 SHELF 1 ! I I (i i � TRAYS. REVOt VING ;ORNER UNIT \ - ' I t I , I I + i i SYSTEM (HAFE 1 I � I FI; ,� j j j i I I I I - PLASTIC LAMINATE I 0501.07.027 JR EQUAL). 1 I + I T T COON ER OP & 6 o - I I j I, I BACKSPLASH. -PLASTIC LAM-NATE COUNTERTOF & '01 ' ° -- v ! i /� ; r ;, I ► f PROVIDE 3" GROMMETS AS NOTED ON PLAN. BACKSPLASH f PL-2 O I I PLASTIC LAMINATE BASE CABINETS W/ 3 PLASTIC LAM;NATE _ - � _ DRAWERS TYP , BASE CABINS IS W/ 1 ADJ SHELF & 2 I - OPEN KNEE OPEN KNE _ ­PLASTIC LAMINATE I DRAWERS PER - SPACE do SPACE & BASE CABINETS W/ 1 SECTION TYP �, -- KEYBOARD KEYBOARD 1 - \ � ADJ SHELF 1 TRAY TRAY \ / 77 ,, � CABINE�TE LE VATION O T167 r 1 Q TYP i �I s = / s s -- s \ / / � � � � ,,- \ \ � � DRAWERS PER SECTION w � \ / - -� `�•-- PLASTIC LAMINATE BASE - TYP' �^ \ ` CABINETS W1 1 ADJ SHELF & 2 \ \ \ \ DRAWERS PER SECTION TYP I 3' - 0 " MIN X - 0« 3 , r Q ,. 4" BASE 3' - 0" 4' .3'- 3 0 -0" i ! CABINET ELEVATION 0 T135 CABINET ELEVATION 0 T157 CABINET ELEVATION 0 T160 7 g i GYP BD SOFFITr j I - - PLASTIC LAMINATE 2' -0" 3' -0" 3 ' -0" 3' -0" I CABINET ELEVATION 0 T160 wl�..i.. ' PARTIA' HEIGHT WALL 3' - 4' -0" W/ FULL HEIGHT SPLASH ON INTERIOR I j SIDES . \ -- \ __ COUNTERTOP W/ - PLASTIC LAMINATE I 36 "X36" CORNER UNIT I & ERGONOMIC C . KLYBOARD TRAY. PROVIDE 3" GROMME \ AS NOTED ON PLAN. BASE CAF31NETS W/ W ' _ 1 �� N o I V_ I \ PLASTIC LAMINATE BASE CABINETS w/ 1 I co ADJ SHELF I r- - FIXED PAR T!TION !* 4" BASE I - PLASTIC LAMINATE pl I PROVIDE STEEL ' N \ = \ L -1 �� 1'- 9 "' -0" II' - 0�1' -6 " 2' -6" �,._4" BASE 9-6n 2. - - / PROVIDE STEEL ANCt_E L- PLASTIC LAMINATE ADJUSTABLE SUPPORT BRACKETS AS CPU SHELF W/ VENTILATION HOLES REQUIRED FOR COUNTER AS REQUIRED TYP CABINET ELEVATION 0 T166 CABINET ELEVATION 0 T166 12 4%d�LL.. 0 13 GVP SID FURR DOWN �- PLASTIC LAMINATE UPPER CABINETS W/ 2 -\ \ ADJ SHELVES T11P. -- PLASTIC LAMINATES _ 'dl" COUNTERTOP & SPLASH. PROVIDE 3" GROMMETS ! / \ I N I AS NOTED ON PLAN - -� \ -\ o \ PROVIDE STEEL ANGLE _ _ SUPPORT BRACKETS AS REQUIRED FOR COUNTER - .- TYP / OPEN K - -- PLASTIC LAMINATE SPACE / 1 ' BASE CABINETS W/ 3 / `~ �' DRAWERS TYP -p \ \ T 1 I 4 '- 0 - w BASE 5 \ — \ 4 r —v rr � r_ w 3_6 1120 r . I r w ( 4'- A tl • � I ALL - -- - -- - -- -? ALL I 2 6 � " / 1 -9 ; t -9 /2 2 -0 w CABINET ELEVATION 0 T160 & T174 CABINET ELEVATION 0 T171 CABINET ELEVATION 0 T171 CABINET �1�EVATION 0 T171 A�. j/d­ rl 7� L. r 1 L i GYP BL SOFFIT W/ RECESSED UGHTING COUNTERTOP TO BE I CONTINU OF PARTIAL HEIGHT WALL CAP. / PLASTIC LAMINATE BASE CAEINE TS W/ BACK PANTL & 2 ADJ OPEN SHELVES PER SECTIOK' TYP r PLASTIC LAMINA "E BASE CABINETS W/ 3 ADJ SHELVES & LOCKING DOOR PER SECTION TYP nwr twt PARTIAL HEIGHT WALL MAY 2 200' 4" BASE� y " C7ENERAL NOTE ALL CABINETRY_ ALL EXPOSED SURFACES OF CABINETRY TO BE FINISHED WITH SCHEDULED PLASTIC LAMINATE. SEMI - EXPOSED (INTERIOR OF CABINETRY) SURFACES TO K WHITE MELAMINE. *COUNTERTOPS SURFACES FOR PUBLIC AREAS: FINISH SWILL BE STONE TO BE SELECTED BY ARCHITECT. VERTICAL SURFACES • PUBLIC COUNTERS TO BE VENEER. J F RECESSED LIGHTING \ -- 0 I - PLASTIC LAMINATE I �- TWO WAY MIRRORS Joe W/ MINI BLINDS C . THIS SIDE. /'- PLASTIC LAMINATE BASE CAF31NETS W/ 3 DRAWERS TYP �- PLASTIC LAMINATE COUNTERTOP & o ' SPLASH, PROVIDE - FIXED PAR T!TION 3" GROMMETS AS ° NOTED ON PLAN - PLASTIC LAMINATE PROVIDE STEEL 12 "D BASF CAi3WETS \ L -1 �� 1'- 9 "' -0" II' - 0�1' -6 " 2' -6" �,._4" BASE 9-6n 2. - - / PROVIDE STEEL ANCt_E L- PLASTIC LAMINATE ADJUSTABLE SUPPORT BRACKETS AS CPU SHELF W/ VENTILATION HOLES REQUIRED FOR COUNTER AS REQUIRED TYP CABINET ELEVATION 0 T166 CABINET ELEVATION 0 T166 12 4%d�LL.. 0 13 GVP SID FURR DOWN �- PLASTIC LAMINATE UPPER CABINETS W/ 2 -\ \ ADJ SHELVES T11P. -- PLASTIC LAMINATES _ 'dl" COUNTERTOP & SPLASH. PROVIDE 3" GROMMETS ! / \ I N I AS NOTED ON PLAN - -� \ -\ o \ PROVIDE STEEL ANGLE _ _ SUPPORT BRACKETS AS REQUIRED FOR COUNTER - .- TYP / OPEN K - -- PLASTIC LAMINATE SPACE / 1 ' BASE CABINETS W/ 3 / `~ �' DRAWERS TYP -p \ \ T 1 I 4 '- 0 - w BASE 5 \ — \ 4 r —v rr � r_ w 3_6 1120 r . I r w ( 4'- A tl • � I ALL - -- - -- - -- -? ALL I 2 6 � " / 1 -9 ; t -9 /2 2 -0 w CABINET ELEVATION 0 T160 & T174 CABINET ELEVATION 0 T171 CABINET ELEVATION 0 T171 CABINET �1�EVATION 0 T171 A�. j/d­ rl 7� L. r 1 L i GYP BL SOFFIT W/ RECESSED UGHTING COUNTERTOP TO BE I CONTINU OF PARTIAL HEIGHT WALL CAP. / PLASTIC LAMINATE BASE CAEINE TS W/ BACK PANTL & 2 ADJ OPEN SHELVES PER SECTIOK' TYP r PLASTIC LAMINA "E BASE CABINETS W/ 3 ADJ SHELVES & LOCKING DOOR PER SECTION TYP nwr twt PARTIAL HEIGHT WALL MAY 2 200' 4" BASE� y " C7ENERAL NOTE ALL CABINETRY_ ALL EXPOSED SURFACES OF CABINETRY TO BE FINISHED WITH SCHEDULED PLASTIC LAMINATE. SEMI - EXPOSED (INTERIOR OF CABINETRY) SURFACES TO K WHITE MELAMINE. *COUNTERTOPS SURFACES FOR PUBLIC AREAS: FINISH SWILL BE STONE TO BE SELECTED BY ARCHITECT. VERTICAL SURFACES • PUBLIC COUNTERS TO BE VENEER. J F RECESSED LIGHTING \ -- 0 - PLASTIC LAMINATE — ADJUSTAB; F BINS (3) PER Joe 12 "D SECTION. PROVIDE C . STEEL SHELF SUPPORTS IN DRILI.ED HOLES SUPPORT SHELVES. - PLASTIC LAMINATE ADJUSTAB_E BINS (3) PER 12 "D SECTION - FIXED PAR T!TION -- ADJUSTABLE SHELF o - PLASTIC LAMINATE 12 "D BASF CAi3WETS = \ W/ 2 ADJ SHELVES PER SECTION TYP �\ - 4" BASE U 1 N t ANGLE SUPPORT PLASTIC LAMINATE _ BRACKETS AS REQUIRED vpUNTERTOP r, Y F COUNTER TYP -- / PROVIDE MOVABLE PLASTIC LAMINATE \ �- CAB TI S / LAMI 1 AD BASE FOOT REST kACH SHELF Ac 2 DRAWS RS MATCH CA6,VETRY STA TI ON ,�YP 70 - PER SECTION TYP / \ I PLASTIC LAMINATE' CPU ° /� \ \ �- 4" BASE -- SHELF W/ VENTILATION 1'' 4 "` am 4M0 Q l H Oft OLES AS REQUIRED TYP \ of /- RAISED PLA t: �--� i-- LINE OF FLOOR BELOW I ' I r7o T_ \� — — .-- ..- - - -- --e y— -- — - - - - -- w.... —..+ • \ r - - - RAISED PLATFORM , l r w r w r w r w r r w r r • 1 r • r n " X - 6 ' 2 r —o /�'.. 0' P • - 0 " I ! / 2 - - 2 - 0� 3 - - 5 - -0 3 0 0, 2' - 2 / LINE OF FLOOR BE' OW _ I 4" BASE f CABINET ELEVATION O T110 CABINET ELEVATION 0 T110 CABINET V j ELEVATION O T 110 ADJUSTABLE BINS (3) PER 12 "D SECTION. PROVIDE STEEL SHELF SUPPORTS IN DRILLED HOLES SUPPORT SHELVES. �-- FWEO PARTITION ADJUSTABLE SHELF c - PLASTIC LAMINA I E: 1 COUNTERTOP -- PLAS ",C LAMINATE \ - 12 BASE CABINETS I W/ 1 ADJ SHELVES o PER SECTION TYP { 4" BASE '� ! �,... LINE OF LAY -IN ACOUSTCCAt. CEIUNC LINE OF QROPKD GV OD SQFFI T - PLAS 1 IC LAMINA TIF COUNTERTOP. PROVIDE RECESSED MONITOR DISPLAY W/ KF YBOARD TRAY (NOVA MODEL V 50- 0-1818 OR EQUAL) AS OWN. PROVIDE 3" GROMMETS AS NOTED ON PLAN. PROVIDE STEEL —"•'�— .,._ _..... r.--_. �. �....: �'% �L��• r ..�.:.`r►•Yi•.:�./:'.— .._..w..' �: Ir` � �.•. � ::..a...ir..w� "� _ — ...:t�'� � _�. � .iri.� s.. ...—. _. - I � I Joe 1% C . s7 I ' I r7o T_ \� — — .-- ..- - - -- --e y— -- — - - - - -- w.... —..+ • \ r - - - RAISED PLATFORM , l r w r w r w r w r r w r r • 1 r • r n " X - 6 ' 2 r —o /�'.. 0' P • - 0 " I ! / 2 - - 2 - 0� 3 - - 5 - -0 3 0 0, 2' - 2 / LINE OF FLOOR BE' OW _ I 4" BASE f CABINET ELEVATION O T110 CABINET ELEVATION 0 T110 CABINET V j ELEVATION O T 110 ADJUSTABLE BINS (3) PER 12 "D SECTION. PROVIDE STEEL SHELF SUPPORTS IN DRILLED HOLES SUPPORT SHELVES. �-- FWEO PARTITION ADJUSTABLE SHELF c - PLASTIC LAMINA I E: 1 COUNTERTOP -- PLAS ",C LAMINATE \ - 12 BASE CABINETS I W/ 1 ADJ SHELVES o PER SECTION TYP { 4" BASE '� ! �,... LINE OF LAY -IN ACOUSTCCAt. CEIUNC LINE OF QROPKD GV OD SQFFI T - PLAS 1 IC LAMINA TIF COUNTERTOP. PROVIDE RECESSED MONITOR DISPLAY W/ KF YBOARD TRAY (NOVA MODEL V 50- 0-1818 OR EQUAL) AS OWN. PROVIDE 3" GROMMETS AS NOTED ON PLAN. PROVIDE STEEL —"•'�— .,._ _..... r.--_. �. �....: �'% �L��• r ..�.:.`r►•Yi•.:�./:'.— .._..w..' �: Ir` � �.•. � ::..a...ir..w� "� _ — ...:t�'� � _�. � .iri.� s.. ...—. _. - I � I GYP Br) SOFFIT W/ RECESSED LIGHTING MI , _LWORK MONITOR SCREEN TYP - of H I t I I 0 I o D \ t j0 I N CABINET ELEVATION 0 T168 CABINET ELEVATION 0 T1 G5 •'COUNTERTOPS & VERTICAL. SURFACES FOR PUBLIC AREAS: FINISH SHALL BF STONE TO TO BE SELECTED BY ARCHITECT. CURVED WALL & CABINETRY I iV ,r-- CANTILEVER COUNTERTOP FROM WALL W/ CONCEALED ANGLE BRACKETS TYP. 4" BASE I e t N ' o \ I O rn 1 I � 0 N 0 I N i '' \ \ 1 N. AIL /� �.00e �� // i // I ' �\ _m= -. / -� Ile /-' GYP BD FURR DOWN PLASTIC LAMINATE UPPER CABAL IS W; 2 ADj SHELVES TYP. PLASTIC LAMINATE COUNTERTOP & BACKSPLASH -- PLASTIC LAMINATE BASE CABINETS W/ 1 ADJ SHELF & 2 DRAWERS PER SECTION TYP i 3' -0' ' 1' -g" I 3'-Oft I 9 CABINET ELEVATION 0 T210 / � / = sue: // N. .0e 3' -0" 3' - 0" I ' 3 -0 _ 3 -0 CABINET ELEVATION 0 T242 �-- PLASTIC LAMINATE UPPER CABINF TS W/ 2 PLASTIC LAMINATE UPPER r ADJ SHELVES TYP ,� r �� '� SHELVES Y SHELVES / PLASTIC LAMINATE UPPER �- (3) 12 " D ADJUSTABLE �,, / \ / \ \ SHELVES W/ HEAVY DUTY �` �.. �. ..< < . / . CABINETS W/ 1 ADJ SHELF STANDARDS & BRACKFTS. ° , \ • I °i / 1 \� / v // \ \ THIS UNIT MAX 3' - 0 "W BETWEEN - to, =W% y- _ iti \ / \ / r \ SUPPORT BRACKETS. � \ I \ PROVIDE IN -WALL SUPPORTS AS REQUIRED. ___- ICID PLASTIC LAMINATE COUNTERTOP & \ BACKSPLASH \ Of PLASTIC LAMINATE -� / (t I { I o I 11 .00 BASE CABINETS W/ 1 / ADJ SHELF & 2 DRAWERS / PER SECTION TYP - / / / r a / 4" BASE 6' -0 2 ' -0" I 3' -0' 3' -0' I /- (3) 15 "D ADJUSTABLE SHELVES W/ HEAVY DUTY • STANDARDS & BRACKETS. / - 3 3 -0 - -3 -0 39-0m -_ - 3 - y MAX 3 -0 W BETWEEN SUPPORT BRACKETS. PROVIDE SUPPORTS AS IN—W REQUIRED. PLASTIC LAMINATE COUNTERTOP & y BACKSPLASH I PLASTIC LAMINATE ' ! # BASE CABINETS W/ 1 ADJ SHELF & 2 DRAWERS + PER SECTION TYP PLASTIC LAMINATE ° BASE CABINETS W/ i ADJ SHELF & 1 ORAWr_R I 0• N PLASTIC LAMINATE BLIND CORNER BASE CABINET W/ I 1 ADJ SHELF & 1 DRAWER PER SECTION TYP. PROVIDE 1 SHELF REVOLVING CORNER UNIT SYSTEM 'HAFELE - P501.07.027 OR EQUAL). 2' -9" t 3' -0' 3' -0' 3'-0' 3'-0' 3' -0' ' 1' -9' t' -9' i 2' -g' _ 4" BASE , ELEVATION 0 T255 I I I I I I I - _ _- - -- -- _ ► L- -- _ - - -- - - i L- - N OPEN OPEN ° KNEE KNEE SPACE SPACE N - -- .. - - - - -- — — ___ -- -- - NK J „� CABINET ELEVATION 0 T253 \ . 0t 0 'PLASTIC LAMINATE I I COUNTERTOP & SPLASH. °f PROVIDE 3" GROMMETS AS NOTED ON PLAN \ ' STEEL ANGLE ° SUPPORT BRACKETS AS • REQUIRED FOR COUNTER N TYP \ \ I 6 - CABINET I 3' -0" CABINET ELEVATION 0 T168 4 ' ,,,,�,, 4 a w of mm" JUN t t M4 t� Ii�lEO - 4' - 4' -0" 4' - 4 " BASE _J'-0' _ { - 3' -0' _ 3' =0r i 3'-O' _ I 2' - � ' ._ �-- PLASTIC LAMINA i E BLIND CORNER BASE CABINET W/ 1 ADJ SHELF & 1 DRAWER PER SECTION TYP. PROVIDE 1 SHELF REVOLVING CORNER i 5 UNIT SYSTEM (RAFFLE 0501.07.027 OR EQUAL). ELEVATION 0 T255 CABINET '.� t CABINET ,ELEVATION 0 T255 - 36 "D AGENCY SEAL \ BEYOND NIC � COUNTERTOP d ,� I \ ~- ' I -- 36 "U AGENCY SEAL SPLASH BEYOND CURVED WALL & CABINETRY , I I i I I I I 1 I i+ I - BEYOND NIC ON BACK WALL j , I (I � 4 , �- COUNTERTOP k - OPEN TO BEYOND ' j I I I I (� I BACKSPLASH COUNTERTOP W1 3 f GROMMETS AS NOTED ON f CURVED WALL Idt GA8INE:TRY I i PLAN. PROVICi PTEEL PLASTIC LAMINATE PLASTIC LAMINATE ± I I I ` I � I � ++ �-- PLASTIC LAMINATE ANGLE SUPPOF T ADJUSTABLE CPU SHELF MIL L.Wot;w OPEN CABINETS W/ ' ! ( ! I I I I ADJUSTABLE BINS (3) PER BRACKETS A RLMU w/ VE NTILATION HOLES MONITOR ADJ SHELVES AS ! ; I �; I I 12 0 0 SECTION . PROVIDE FOR CUUN TER TYP. AS REQUIRED TYP - SCREEN TYP SHOWN - I (II' I I !' I I I STEEL SHELF SUPPORTS IN PROVIDE MOVA3 fE I I I ; i , I i DRILLED HOLES SUPPORT PLASTIC LAMINA, E FOOT I SHELVES. EA I . � I f I REST EACH STA TION TYP I o TO MATCH CABINETRY. FIXED PART17ION b 1 f i ir ry i; I ! ADJUSTABLE SHELF PLASTIC LAMINATE 12 "D BASE CABINET'S I W/ 2 ADJ SHELVES / \ / ♦ / / \ PLASTIC LAMINA' = OPEN KNEE I OPEN KNE E OPEN KNE 1 t s a �.. # ■. an w o. a. as / s ` PER SECTION TYP BASE. CABINETS N'/ 3 SPACE & _ SPACE & _ SPACE & w I ° : T " KEYBOARD KFYBOARD KEYBOARD i . .... 4 BASE DRAWERS TYP 1 OW ow TRAY TRAY TRAY h+ \ / \ ! \ le ♦ . Noe / ♦ -- - 4" BRUSHED CHROME BASE 1' - "i 2' -9" �I'- 0 71' -3 "; 2' -9" �'- 0 ' 1 1' -3 " 2' -9' ' -0� 2' -3 "t 3' - ON 3' -0' " + - - - -- - - - " -- -_ -- 3 - 0 3 0 l 3 0 " V-0 _ CABINET ELEVATION 0 T168 CAB�IN �TE LE VATION 0 T168 e r I \ / \ / \ / .. =w aye a.Y4m s s =P%= / - • \ 1 I cD I N o \ i - - ao v ! � I I. N 0 I 0 TI o 0 I 0 I 1 PLASTIC LAMINATE eL.NO ooRNER BASE CABINET W/ 3 ADJ SHELF PER SECTION TYP. PROVIDE 3 SHE REVOLVING CORNER UNIT SYSTEM (NAFEL,E 501.07.027 OR CAL). �-- COUN TER TOP do BACKSPLASH PLASTIC LAMINATE 24 " BASE CABINETS W/ 3 ADJ SHELVES ' PEK SECTION ' t 4' BASE 1, 0 II 0 a I N \ \ '�-- CURVED WALL Alc CABINETRY •• � OPEN TO BEYOND TURNSTILE W/ READER ADA ACCESSIBLE W/ REMOTE RELEASE �-- PLASTIC LAMINATE I lua 12-1/2 W x5'Hx 12 "D. BASE CABINETS W/ a !� ---- SUPPORIS IN DRILLED HOLES TO SUPPORT SHELVES. I ' I ICURVED WALL & CABINETRY W/ 36 "X36" DRAWERS & i D J MI , _LWORK MONITOR SCREEN TYP - of H I t I I 0 I o D \ t j0 I N CABINET ELEVATION 0 T168 CABINET ELEVATION 0 T1 G5 •'COUNTERTOPS & VERTICAL. SURFACES FOR PUBLIC AREAS: FINISH SHALL BF STONE TO TO BE SELECTED BY ARCHITECT. CURVED WALL & CABINETRY I iV ,r-- CANTILEVER COUNTERTOP FROM WALL W/ CONCEALED ANGLE BRACKETS TYP. 4" BASE I e t N ' o \ I O rn 1 I � 0 N 0 I N i '' \ \ 1 N. AIL /� �.00e �� // i // I ' �\ _m= -. / -� Ile /-' GYP BD FURR DOWN PLASTIC LAMINATE UPPER CABAL IS W; 2 ADj SHELVES TYP. PLASTIC LAMINATE COUNTERTOP & BACKSPLASH -- PLASTIC LAMINATE BASE CABINETS W/ 1 ADJ SHELF & 2 DRAWERS PER SECTION TYP i 3' -0' ' 1' -g" I 3'-Oft I 9 CABINET ELEVATION 0 T210 / � / = sue: // N. .0e 3' -0" 3' - 0" I ' 3 -0 _ 3 -0 CABINET ELEVATION 0 T242 �-- PLASTIC LAMINATE UPPER CABINF TS W/ 2 PLASTIC LAMINATE UPPER r ADJ SHELVES TYP ,� r �� '� SHELVES Y SHELVES / PLASTIC LAMINATE UPPER �- (3) 12 " D ADJUSTABLE �,, / \ / \ \ SHELVES W/ HEAVY DUTY �` �.. �. ..< < . / . CABINETS W/ 1 ADJ SHELF STANDARDS & BRACKFTS. ° , \ • I °i / 1 \� / v // \ \ THIS UNIT MAX 3' - 0 "W BETWEEN - to, =W% y- _ iti \ / \ / r \ SUPPORT BRACKETS. � \ I \ PROVIDE IN -WALL SUPPORTS AS REQUIRED. ___- ICID PLASTIC LAMINATE COUNTERTOP & \ BACKSPLASH \ Of PLASTIC LAMINATE -� / (t I { I o I 11 .00 BASE CABINETS W/ 1 / ADJ SHELF & 2 DRAWERS / PER SECTION TYP - / / / r a / 4" BASE 6' -0 2 ' -0" I 3' -0' 3' -0' I /- (3) 15 "D ADJUSTABLE SHELVES W/ HEAVY DUTY • STANDARDS & BRACKETS. / - 3 3 -0 - -3 -0 39-0m -_ - 3 - y MAX 3 -0 W BETWEEN SUPPORT BRACKETS. PROVIDE SUPPORTS AS IN—W REQUIRED. PLASTIC LAMINATE COUNTERTOP & y BACKSPLASH I PLASTIC LAMINATE ' ! # BASE CABINETS W/ 1 ADJ SHELF & 2 DRAWERS + PER SECTION TYP PLASTIC LAMINATE ° BASE CABINETS W/ i ADJ SHELF & 1 ORAWr_R I 0• N PLASTIC LAMINATE BLIND CORNER BASE CABINET W/ I 1 ADJ SHELF & 1 DRAWER PER SECTION TYP. PROVIDE 1 SHELF REVOLVING CORNER UNIT SYSTEM 'HAFELE - P501.07.027 OR EQUAL). 2' -9" t 3' -0' 3' -0' 3'-0' 3'-0' 3' -0' ' 1' -9' t' -9' i 2' -g' _ 4" BASE , ELEVATION 0 T255 I I I I I I I - _ _- - -- -- _ ► L- -- _ - - -- - - i L- - N OPEN OPEN ° KNEE KNEE SPACE SPACE N - -- .. - - - - -- — — ___ -- -- - NK J „� CABINET ELEVATION 0 T253 \ . 0t 0 'PLASTIC LAMINATE I I COUNTERTOP & SPLASH. °f PROVIDE 3" GROMMETS AS NOTED ON PLAN \ ' STEEL ANGLE ° SUPPORT BRACKETS AS • REQUIRED FOR COUNTER N TYP \ \ I 6 - CABINET I 3' -0" CABINET ELEVATION 0 T168 4 ' ,,,,�,, 4 a w of mm" JUN t t M4 t� Ii�lEO - 4' - 4' -0" 4' - 4 " BASE _J'-0' _ { - 3' -0' _ 3' =0r i 3'-O' _ I 2' - � ' ._ �-- PLASTIC LAMINA i E BLIND CORNER BASE CABINET W/ 1 ADJ SHELF & 1 DRAWER PER SECTION TYP. PROVIDE 1 SHELF REVOLVING CORNER i 5 UNIT SYSTEM (RAFFLE 0501.07.027 OR EQUAL). ELEVATION 0 T255 CABINET '.� t CABINET ,ELEVATION 0 T255 - 36 "D AGENCY SEAL \ BEYOND NIC � COUNTERTOP d ,� I \ ~- ' I -- 36 "U AGENCY SEAL SPLASH BEYOND CURVED WALL & CABINETRY , I I i I I I I 1 I i+ I - BEYOND NIC ON BACK WALL j , I (I � 4 , �- COUNTERTOP k - OPEN TO BEYOND ' j I I I I (� I BACKSPLASH COUNTERTOP W1 3 f GROMMETS AS NOTED ON f CURVED WALL Idt GA8INE:TRY I i PLAN. PROVICi PTEEL PLASTIC LAMINATE PLASTIC LAMINATE ± I I I ` I � I � ++ �-- PLASTIC LAMINATE ANGLE SUPPOF T ADJUSTABLE CPU SHELF MIL L.Wot;w OPEN CABINETS W/ ' ! ( ! I I I I ADJUSTABLE BINS (3) PER BRACKETS A RLMU w/ VE NTILATION HOLES MONITOR ADJ SHELVES AS ! ; I �; I I 12 0 0 SECTION . PROVIDE FOR CUUN TER TYP. AS REQUIRED TYP - SCREEN TYP SHOWN - I (II' I I !' I I I STEEL SHELF SUPPORTS IN PROVIDE MOVA3 fE I I I ; i , I i DRILLED HOLES SUPPORT PLASTIC LAMINA, E FOOT I SHELVES. EA I . � I f I REST EACH STA TION TYP I o TO MATCH CABINETRY. FIXED PART17ION b 1 f i ir ry i; I ! ADJUSTABLE SHELF PLASTIC LAMINATE 12 "D BASE CABINET'S I W/ 2 ADJ SHELVES / \ / ♦ / / \ PLASTIC LAMINA' = OPEN KNEE I OPEN KNE E OPEN KNE 1 t s a �.. # ■. an w o. a. as / s ` PER SECTION TYP BASE. CABINETS N'/ 3 SPACE & _ SPACE & _ SPACE & w I ° : T " KEYBOARD KFYBOARD KEYBOARD i . .... 4 BASE DRAWERS TYP 1 OW ow TRAY TRAY TRAY h+ \ / \ ! \ le ♦ . Noe / ♦ -- - 4" BRUSHED CHROME BASE 1' - "i 2' -9" �I'- 0 71' -3 "; 2' -9" �'- 0 ' 1 1' -3 " 2' -9' ' -0� 2' -3 "t 3' - ON 3' -0' " + - - - -- - - - " -- -_ -- 3 - 0 3 0 l 3 0 " V-0 _ CABINET ELEVATION 0 T168 CAB�IN �TE LE VATION 0 T168 e r I \ / \ / \ / .. =w aye a.Y4m s s =P%= / - • \ 1 I cD I N o \ i - - ao v ! � I I. N 0 I 0 TI o 0 I 0 I 1 PLASTIC LAMINATE eL.NO ooRNER BASE CABINET W/ 3 ADJ SHELF PER SECTION TYP. PROVIDE 3 SHE REVOLVING CORNER UNIT SYSTEM (NAFEL,E 501.07.027 OR CAL). �-- COUN TER TOP do BACKSPLASH PLASTIC LAMINATE 24 " BASE CABINETS W/ 3 ADJ SHELVES ' PEK SECTION ' t 4' BASE 1, 0 II 0 a I N \ \ '�-- GYP BD SOFFIT W/ OPEN MAIL BIN W/ BACK ELECTRONIC CARD ELECTRONIC GATE TURNSTILE W/ READER ADA ACCESSIBLE W/ REMOTE RELEASE �-- PLASTIC LAMINATE I R ECESSED LIGHT 12-1/2 W x5'Hx 12 "D. BASE CABINETS W/ a !� ---- SUPPORIS IN DRILLED HOLES TO SUPPORT SHELVES. COUNTERTOP W/ 36 "X36" DRAWERS & i D J COUNTERTOP & BACKSPLASH ; PLASTIC LAMINATE COUNTERTOP & BASE CABINETS W/ 1 ADJ SHELF do 2 DRAWERS CORNER UNIT & ERGONOMIC r ` SHELF. COUN _RTOP cliowr BACKSPLASH KEYBOARD TRAY. PROVIDE TO BE CONTINUA "SON -- 3" GROMMETS AS NOTED ON OF PARTIAL HEIGHT ' PLAN. WALL CAP. / MONITOR SCREEN I f 04 PROVIDE STEEL r-- PAR FIAL HEIGHT WALL W, '`- BUILT -IN ANGLE FULL HEIGHT SPLASH ON BOOKSHELVES MODESTY PANE! RFQUIRED BFOR E R INTERIOR SIDES TYP 0 " 12 S) ,r ADJUSTABLE Q, SHELVES & � PLASTIC LAMINATE - � ` �� ►- COUN TFR o UF' W/ BACK PANEL. + ADJUSTABLE CPU SHELF o ERGONOMIC KEYBOARD j W;' VENTILATION HOLES 1 1 _ ✓ v O TRA PROVIt- , _ 3" AS REQUIRED TYP -- GROMMETS AF NOTED � / OPEN . i r `� �' ON PLAN. 4 BASE " KNEE: �'� I =a \ .I { OPEN an .. f rn KNEE i - SPACE iv, �•` 00/ bPACE PLASTIC LAMINATE - '44% . _ BASE CA TS W 3 _ *COUNTERTOPS do VERTICAL DRAWERS TYP \ �, SURFACES FOR PUBLIC AREAS: I " FINISH SHALL BE STONE TO TO 3' -5 "1 VERITY 3' -4 "t VERIFY 4" 8A. SE + EQ 4" BASE / 4' 0 -0 BE SELECTED BY ARCHITECT. • WAIN REQ BY MIN REO I-V -0" MAX 3' -0" MAX Y-0 " MAX ( 3' -0" MAX 3' -0 7.-0. 1 -6 2 - 2' - MAGNATOMFTFR 3 BY XRAY 3' -6" 1' - 6" PRC1/IDE STEEL ANGLE --/' - - / - - - -- / - - "- _- �.�► / -- - -- --�/ -- -y/ % SUPPORT BRACKETS AS REQUIRED FOR COUNTER CABINET ELEVATION 0 T160 CABINET ELEVATION 0 T174 7 CABINET ELEVATION 0 T237 & T247 �. 3 _ 8 s , t qw / MIN - REFRIGERATOR BY AGENCY (NIC) - GYP BD FURR DOWN f ! GYP BD FURR DOWN N ' \ o \ � r o. I� N 1 W%.�6%. Of V - . _%F PLASTIC LAMINAE CLAD OPEN MAIL BIN W/ BACK PANEL. 6 ADJUSTABLE: SHELVES PER SECTION. MAIL BOX OPENINGS APPROX 12-1/2 W x5'Hx 12 "D. PROVIDE STEEL SHELF SUPPORIS IN DRILLED HOLES TO SUPPORT SHELVES. PLASTIC LAMINATE COUNTERTOP & BACKSPLASH PLASTIC LAMINATE BASE CABINETS W/ 1 ADJ SHELF do 2 DRAWERS rwv PER SECTION TYP * 4 y Z 7 2 jC4 cliowr t i Opp _ . -..... _—.... _ �.- -' -.. . —..... +..r- --r►.. . -r. _..r _._._. � .r�....r�... _— r.- ...•...— r...�.- _ �.� ._ .... r a.�.o .9r- �..'.�:'r...�.w'+M �--- 1..+�. r' :.r.li��i.- �' — ..�.►+... C_ 6. fffi7. FL' a7i4Tw «.J:1�- ss'i1►�:►ni^rj- �%cR. {_► . r� , � ' 7A ,i PLASTIC LAMINATE COUNTERTOP I I le � � -= a a � e & BACKSPLASH ,/- STAINLESS STEEL DOUBLE BOWL S WATER &G / GOOSE NECK l_ OD AUCET & GARBAGE DIS°OSAL - - -- /- PLASTIC LAMINATE BASE '000 /1 \ / I I CABINETS W/ 1 ADJ SHELF & 2 I / / / i DRAWERS PER SECTION TYP =- cm \ / 1_ 1% 10-0 - PROVIDE CLEAR LOOR SPACE AT -` - SINK IN COMPLIANCE W/ ADA & UFAS. PROVIDE RcMOVABLE I SLOPED PL LAM PANEL. 1' -6" 2' -6" 3' -0" 3' -0" I 4" BASE / - or — CABINET ELEVATION 0 T254 i a 40 N' 0 1 � I� . I of 1 N I I GYP BD FURR DOWN i PLASTIC LAMINATE -- PLASTIC LAMINATE I UPPER CABINETS W/ 2 LIGHTING TYP oll ADJ SHELVES TYF. I \ PLASTIC LAMINATE ADJ SHELVES TYP. io COUN TERTOP 1r GYP BD FURR DOWN po i I "' PLASTIC LAMINATE o t1m BASE CABINETS W/ 1 ch oa r I ! PER SECTION TYP MAX 3' -0 0 W BETWEEN BASE CABINE TS W/ 1 T I= : 400 == PLASTIC LAMINATE BLIND SUPPORT BRACKETS. CORNER BASE CABINET W/ ` ADJ SHELVES TYP. PROVIDE IN -WALL 1 ADJ SHELF & 1 DRAWER I N o CD 1 11 GYP BD FURR DOWN \ PLASTIC LAMINATE -- PLASTIC LAMINATE I UPPER CABINETS W/ 2 LIGHTING TYP UPPER CABINS rS W/ 2 ADJ SHELVES TYF. I \ PLASTIC LAMINATE ADJ SHELVES TYP. io COUN TERTOP 1r GYP BD FURR DOWN I , I BACKSPLASH I "' PLASTIC LAMINATE o \ BASE CABINETS W/ 1 ch oa ADJ SHELF & 2 DRAWERS I ! PER SECTION TYP MAX 3' -0 0 W BETWEEN BASE CABINE TS W/ 1 I , N PLASTIC LAMINATE BLIND SUPPORT BRACKETS. CORNER BASE CABINET W/ ` ADJ SHELVES TYP. PROVIDE IN -WALL 1 ADJ SHELF & 1 DRAWER I N o CD 1 11 PER SECTION TYP. — --- PLAS LAMINATE N PROVIDE 1 SHELF W/ LOCKS TYP er REVOLVING CORNER UNIT I j SYSTEM (HAFELE . (NIC) #501.07.027 OR EQUAL). ` \ 2' -6" 4" BASE CABINET E LEV ATION O T260 JVMLL. J� O _ / 30-06 / 2' -6" 31-08 � 76.46 - ,,� -- �'--�• -- - / GYP BD FURR DOWN GYP 8D FURR DOWN _ 131 e c Tir i e u I rU a TF 110000 CABINET ELEVATION 0 T260 �^MLL: 41 - 1 — U - PROVIDE CLEAR FLOOR SPACE AT SINK 'N COMI'i-IANCE W/ ADA & UFAS. PROVIDE REMOVABLE GYP BD FURR DOWN SLOPED PL LAV+ PANEL. �- PLASTIC LAMINATE UPPER CABINETS W/ 1 ADJ SHELF W/ LOCK THIS UNI T PLASTIC LAMINATE UPPER CABINETS W/ 2 ADJ SHELVES W/ LOCK TYP. �-- PROVIDE UNDFR CABINET LIGHTING TYP PLASTIC LAMINATI CLAD COUNTER & BACKSPLASH W/ 18 "X24" SINGLE BOWL SINK W/ HOT & COLD WATER. FAUCET & SINK MUST COMPLY W/ ADA & JFAS. _�-- PLASTIC LAMINATE BASE CABINE - S W/ 1 ADJ SHELF & 2 DRAWERS PER SECTION W/ LOCKS TYP PLASTIC LAMINATE BASE CABIN' TS W/ 1 ADJ SHELF & 1 I � ip I N �\ v\ I 0 N 1 I DRAINERS PER SECTION W/ I LOCKS _3' -0" 3' -0" ! 2' -6" 1' _6" 4" BASE 6 CABIN!T ELEVATIONO�T 30 7 1 io I I I N _ � 1 O \ I c rn I v\ o I N ' I CABINET ELEVATION 0 T321 1 1 • 0 I, • to I N OPEN KNEE SPACE I UPPER CABINETS W/ 2 -- PLASTIC LAMINATE \ _ ADJ SHELVES TYP. LIGHTING TYP UPPER CABINS rS W/ 2 mil _ /-.- PLASTIC LAMINATE CLAD UPPER CABINETS W/ 1 ADJ SHELVES TYP. ADJ SHELF i 0 GYP BD FURR DOWN �- (3) 12 "D ADJUSTABLE COUNTERTOP & \ BACKSPLASH SHELVES W/ HEAVY DUTY --- PLASTIC LAMINATE f ch STANDARDS & BRACKETS, ADJ SHELF & 1 DRAWER I ! UPPER CABINETS W/ 2 MAX 3' -0 0 W BETWEEN BASE CABINE TS W/ 1 I , N ' SUPPORT BRACKETS. PER SECTION TYP ` ADJ SHELVES TYP. PROVIDE IN -WALL I I N SUPPORTS AS REQUIRED. CD 1 11 r.\ — --- PLAS LAMINATE N (3) 12 0 D ADJUSTABLE W/ LOCKS TYP COUNTERTOP ,-- REFRIGERATOR BY AGENCY BACKSPLASH SHELVES W/ HEAVY DUTY . (NIC) PLASTIC LAMINATE o STANDARDS & BRACKi - S. N cv ADJ SHELF & 1 DRAWER / n MAX 3' -0 "W Bi_ TWFEN L / I II I� �I SUPPORT BRACKETS. I , PROVIDE IN - WA�_L I SUPPORTS AS REQUIRED. - - - - -- _- __ _- - -- PLASTIC LAMINATE - -- - - - -- -- - - --�- - COUNTERTOP & - BACKSPLASH - - o PLASTIC LAMINATE BASE CABINETS W/ 1 ADJ SHELF & 2 DRAWERS PER SECTION 1 YP ' -� 4" BASE 2' - 0" 3'_ on PLASTIC LAMINATE BASE CABINETS W/ 1 ADJ SHELF & DRAWERS PER SECTION io I I I N _ � 1 O \ I c rn I v\ o I N ' I CABINET ELEVATION 0 T321 1 1 • 0 I, • to I N OPEN KNEE SPACE CABINET ELEVATION 0 T305 /-- 3' - TEMPERED GLASS SLIDING WINDOW W/ 12 "D PLASTIC LAMINATE LEDGE ON RECEPTION AREA SIDE /'- PLASTIC LAMINATE COUNTERTOP & SPLASH. PROVIDE 3" GROMMETS AS NOTED ON PLAN PROVIDE CONCEALED STEEL ANGLE SUPPORT BRACKETS AS REQUIRED FOR COUN TFR TYP �-' PLASTIC LAMINATE BASE CABINETS W/ I ADJ SHELF PER SECTION 2' -0" 4" BASE CABINET ELEVATION O T301 I \ I co I i„ o' I co rn 1 sr\ o_ II N loe =2 s ic I*,- I UPPER CABINETS W/ 2 -- PLASTIC LAMINATE \ _ ADJ SHELVES TYP. LIGHTING TYP UPPER CABINS rS W/ 2 mil _ /-.- PLASTIC LAMINATE CLAD UPPER CABINETS W/ 1 ADJ SHELVES TYP. ADJ SHELF i 0 PLASTIC LAMINATE �- (3) 12 "D ADJUSTABLE COUNTERTOP & \ BACKSPLASH SHELVES W/ HEAVY DUTY -" PLASTIC LAMINATE f ch STANDARDS & BRACKETS, ADJ SHELF & 1 DRAWER I ! PLASTIC LAMINATE MAX 3' -0 0 W BETWEEN BASE CABINE TS W/ 1 I , N ' SUPPORT BRACKETS. PER SECTION TYP ` PER SECTION TYP PROVIDE IN -WALL I I N SUPPORTS AS REQUIRED. CD 1 11 r.\ — --- PLAS LAMINATE N W/ LOCKS TYP COUNTERTOP ,-- REFRIGERATOR BY AGENCY BACKSPLASH ° . (NIC) PLASTIC LAMINATE o BASE CABINETS W/ 1 N cv ADJ SHELF & 1 DRAWER \ \ CABINET ELEVATION 0 T305 /-- 3' - TEMPERED GLASS SLIDING WINDOW W/ 12 "D PLASTIC LAMINATE LEDGE ON RECEPTION AREA SIDE /'- PLASTIC LAMINATE COUNTERTOP & SPLASH. PROVIDE 3" GROMMETS AS NOTED ON PLAN PROVIDE CONCEALED STEEL ANGLE SUPPORT BRACKETS AS REQUIRED FOR COUN TFR TYP �-' PLASTIC LAMINATE BASE CABINETS W/ I ADJ SHELF PER SECTION 2' -0" 4" BASE CABINET ELEVATION O T301 I \ I co I i„ o' I co rn 1 sr\ o_ II N loe =2 s ic I*,- GYP BD FURR DOWN PLASTIC LAMINATE UPPER CABINF TS W/ 2 ADJ SHELVES TYP. PLASTIC LAMINATE COUNTERTOP & BACKSPLASH �- PLASTIC LAMINATE BASE CABINETS W/ 1 ADJ SHELF & 2 DRAWERS PER SECTION TYP PLASTIC LAMINATE BLIND CORNER BASE CABINET W/ 1 ADJ SHELF & ' DRAWER PER SECTION I YP. PROVIDE 1 SHELF REVOLVING CORNER UNIT SYSTEM (HAFELE 1501.07.027 OR EQUAL). 3' -0 3' - 1' -6" ( 4 " BASE CA ELEVATION 0 T321 2 .a�... .i� O — 1 \ = I co N 0 00\ CP `v\ \ s I 6 N PLASTIC LAMINATE UPPER CABINETS W/ ADJ SHELVES TYP. i PLASTIC LAMINATE i COUNTERTOP & BACKSPLASH i PLASTIC LAMINATE BASE CABINE TS W/ 1 ; ADJ SHELF & 2 DRAWERS PER SECTION TYP 1 BASE CABINETS W/ 1 -- ' I \- 4" BASE ADJ SHELF & 1 DRAWERS �+ ' s' -0' 3'- 0' — CABINET ELEVATION 0 T432 & 436 (3) 12 0 D ADJUSTABLE SHELVES W/ HEAVY DUTY STANDARDS & BRACKETS. MAX 3' - 0"W BETWEEN SUPPORT BRACKETS. PROVIDE IN -WALL SUPPORTS AS REQUIRED 1 3'_0 2'_O" 3' -0~ -- 4" BASE 3' 0" 3' -0" 3' -0" 4" BASE --- — — _ - y .._._ r CABINET ELEVATION 0 T412 CABINET ELEVATIO 0 T401 JUTA ' 1 * "PROVIDE (1) 34" HIGH WORKSURFACE MODULAR ����,,,,�� MILLWORK UNIT AS NOTED ON PLAN (ADA UNIT). TOP 2 9 -6" 3' -0" 2' -6" OF MONITOR SCREEN AND GLAZING TO MATCH **PROVIDE (1) 34" HIGH WORKSURFACE MODULAR / - STANDARD UNITS. MILLWORK UNIT AS NOTED ON PLAN (ADA UNIT). TOF ./ GYP BO FURR DOWN GYP 80 FURR DOWN I I � OF MONITOR SCREEN AND GLAZING TO MATCH MILLWORK SCREEN i N o' \ 1 m o� I s o N i �- PLASTIC LAMINATE I UPPER CABINETS W/ 2 �- PROVIDE UNDER CABINET \ _ ADJ SHELVES TYP. LIGHTING TYP mil _ /-.- PLASTIC LAMINATE CLAD UPPER CABINETS W/ 1 it ADJ SHELF GYP BD FURR DOWN PLASTIC LAMINATE UPPER CABINF TS W/ 2 ADJ SHELVES TYP. PLASTIC LAMINATE COUNTERTOP & BACKSPLASH �- PLASTIC LAMINATE BASE CABINETS W/ 1 ADJ SHELF & 2 DRAWERS PER SECTION TYP PLASTIC LAMINATE BLIND CORNER BASE CABINET W/ 1 ADJ SHELF & ' DRAWER PER SECTION I YP. PROVIDE 1 SHELF REVOLVING CORNER UNIT SYSTEM (HAFELE 1501.07.027 OR EQUAL). 3' -0 3' - 1' -6" ( 4 " BASE CA ELEVATION 0 T321 2 .a�... .i� O — 1 \ = I co N 0 00\ CP `v\ \ s I 6 N PLASTIC LAMINATE UPPER CABINETS W/ ADJ SHELVES TYP. i PLASTIC LAMINATE i COUNTERTOP & BACKSPLASH i PLASTIC LAMINATE BASE CABINE TS W/ 1 ; ADJ SHELF & 2 DRAWERS PER SECTION TYP 1 BASE CABINETS W/ 1 -- ' I \- 4" BASE ADJ SHELF & 1 DRAWERS �+ ' s' -0' 3'- 0' — CABINET ELEVATION 0 T432 & 436 (3) 12 0 D ADJUSTABLE SHELVES W/ HEAVY DUTY STANDARDS & BRACKETS. MAX 3' - 0"W BETWEEN SUPPORT BRACKETS. PROVIDE IN -WALL SUPPORTS AS REQUIRED 1 3'_0 2'_O" 3' -0~ -- 4" BASE 3' 0" 3' -0" 3' -0" 4" BASE --- — — _ - y .._._ r CABINET ELEVATION 0 T412 CABINET ELEVATIO 0 T401 JUTA ' 1 * "PROVIDE (1) 34" HIGH WORKSURFACE MODULAR ����,,,,�� MILLWORK UNIT AS NOTED ON PLAN (ADA UNIT). TOP 2 9 -6" 3' -0" 2' -6" OF MONITOR SCREEN AND GLAZING TO MATCH **PROVIDE (1) 34" HIGH WORKSURFACE MODULAR / - STANDARD UNITS. MILLWORK UNIT AS NOTED ON PLAN (ADA UNIT). TOF ./ GYP BO FURR DOWN GYP 80 FURR DOWN I I � OF MONITOR SCREEN AND GLAZING TO MATCH MILLWORK SCREEN i N o' \ 1 m o� I s o N i �- PLASTIC LAMINATE I UPPER CABINETS W/ 2 �- PROVIDE UNDER CABINET \ _ ADJ SHELVES TYP. LIGHTING TYP \ - -- PLASTIC LAMINATE /-.- PLASTIC LAMINATE CLAD UPPER CABINETS W/ 1 it ADJ SHELF i 0 PLASTIC LAMINATE a COUNTERTOP & �-- PLASTIC LAMINATE BACKSPLASH o -" PLASTIC LAMINATE O \ - BASE CABINETS W/ 1 I , ADJ SHELF & 1 DRAWER I ! PLASTIC LAMINATE I o BASE CABINE TS W/ 1 ADJ SHELF & 2 DRAWERS ADJ SHELF & 2 DRAWERS ADJ SHELF & 2 DRAWERS PER SECTION TYP .� PER SECTION TYP i I N 1 STA - _ 7T / / =-c � -. s >a" �s �s `\ i GYP BD FURR DOWN PLASTIC LAMINATE NDARD UNITS. MILLWORK BASE CABINETS W/ 4 MONITOR SCREEN /- PLASTIC LAMINATE DRAWERS TYP PLASTIC LAMINATE '% MILLWORK UPPER CABINETS W/ 2 TEMPERED GLASS ADJUSTABLE RIM (8 ) PER MODULAR MI LLWORK ADJ SHELVES TYP. M VIEW WINDOW ONITOR SCREEN STEEL SHELF SUPPORTS IN FULL HEIGHT MODESTY �-- PLASTIC LAMINATE MODULAR MILLWORK UNIT: DR ILLE D HOLES SUPPORT / � PANEL. W/ KEYBOARD COUNTERTOP & COUNTERTOP W/ FULL HEIGHT SHELVES. TRAY. PROVIDE 3" BACKSPLASH MODESTY PANEL. PROVIDE \� GRUMMETS AS NOTED ON t - STEEL ANGLE SUPPORT J1 3' -0?' rl' PLAN. PROVIDE STEEL PLASTIC LAMINATE BLIND ° I / r BRACKETS AS REQUIRED FOR Co ANGLE SUPPORT CORNER BASE CABINET W/ N / COUNTER TYP. PROVIDE 3" 1 1 BRACKETS AS REQUIRED 1 ADJ SHELF & 1 DRAWER GROMMETS AS NOTED ON FOR COUNTER TYP. PER SECTION TYP. \ - _ _ PLAN. PROVIDE MOVABLE PROVIDE 1 SHELF 4 - PLASTIC LAMINATE FOOT REVOLVING CORNER UNIT - OPEN KNEE REST EACH STATION TYP SPACE & SYSTEM (HAFELE n - r- - - -- - PROVIDE CASED OPENING I KEYBOARD TO MATCH CABINETRY. #501.07.027 OR EQUAL). 1 ( FOR 3 HIGH 36" WIDE 1 TRAY PLASTIC LAMINATE .t LATERAL FILE BY ;.1 ' BASE CABINETS W/ 1 I ~, FURNITURE�VENDOR. I - OUSTABLE I CPU SHELF ADJ SHELF & 2 DRAWERS -'� VERIFY OPENING SIZE -- "" W/ VENTTLA7AQhk T~I,ES I^ , - 4" BASE PER SECTION TYP W/ MANUFACTURER. AS REQUIRED TYP* - - " " MAY i I I 3' -0 3' -0" 3' -0" 3' -0" I t' -6" I I . � « I " � 4" BASE CURVED I ��L " t 2 -9 2' - 11 - I 4 BASE ,� 4 BASE 2 7 Z 1 - .3 / 2 -6 CABINETRY 1' -3" VERIFY -0 X- O"t -0 �{ - - -- - - -- - – - � - -- - -- � •MIT •couNTERTOPs do vERw.& ` WACES FOR PUBLIC AREAS: CURVED CABINETRY C ABINET ELEVATION ®T457 CABINET ELEVATION 0 T4$3 CABINET E VATI N FINISH SIw. 13E T E STONE To 16 5 . �, 1 ' 0" 18 LE o o 160 BE SELECTED sY ARCHITECT. 'CABINET E LEVATI 0 N ®T 160 CABINETS W/ 1 ADJ SHELF W/ LOCK THIS UNIT PLASTIC CABINETS W /N2 ADUPPER E SHELVES W/ LOCK TYP. �- PLASTIC LAMINATE �- PROVIDE UNDER CABINET \ UPPER CABINETS W/ 2 LIGHTING TYP \ ADJ SHELVES TYP. /-.- PLASTIC LAMINATE CLAD I it COUNTER & BACKSPLASH W/ s I 18 "X24" SINGLE BOWL SINK a C4 �-- PLASTIC LAMINATE = 1 �j COUNTERTOP & FAUCET & SINK MUST COMPLY BACKSPLASH b) cc �- PLASTIC LAMINATE ^-- PLASTIC LAMINATE . \ BASE CABINETS W/ 1 COUNT ER & BACKSPLASI•I �\ ADJ SHELF & 2 DRAWERS ADJ SHELF & 2 DRAWERS b� a \ PER SECTION TYP PLASTIC LjIMINATE BASE 0 �'- 4" BASE I N `�--- PROVIDE CLEAR FLOOR , I r.\ - _ 7T / / =-c � -. s >a" �s �s `\ i GYP BD FURR DOWN PLASTIC LAMINATE NDARD UNITS. MILLWORK BASE CABINETS W/ 4 MONITOR SCREEN /- PLASTIC LAMINATE DRAWERS TYP PLASTIC LAMINATE '% MILLWORK UPPER CABINETS W/ 2 TEMPERED GLASS ADJUSTABLE RIM (8 ) PER MODULAR MI LLWORK ADJ SHELVES TYP. M VIEW WINDOW ONITOR SCREEN STEEL SHELF SUPPORTS IN FULL HEIGHT MODESTY �-- PLASTIC LAMINATE MODULAR MILLWORK UNIT: DR ILLE D HOLES SUPPORT / � PANEL. W/ KEYBOARD COUNTERTOP & COUNTERTOP W/ FULL HEIGHT SHELVES. TRAY. PROVIDE 3" BACKSPLASH MODESTY PANEL. PROVIDE \� GRUMMETS AS NOTED ON t - STEEL ANGLE SUPPORT J1 3' -0?' rl' PLAN. PROVIDE STEEL PLASTIC LAMINATE BLIND ° I / r BRACKETS AS REQUIRED FOR Co ANGLE SUPPORT CORNER BASE CABINET W/ N / COUNTER TYP. PROVIDE 3" 1 1 BRACKETS AS REQUIRED 1 ADJ SHELF & 1 DRAWER GROMMETS AS NOTED ON FOR COUNTER TYP. PER SECTION TYP. \ - _ _ PLAN. PROVIDE MOVABLE PROVIDE 1 SHELF 4 - PLASTIC LAMINATE FOOT REVOLVING CORNER UNIT - OPEN KNEE REST EACH STATION TYP SPACE & SYSTEM (HAFELE n - r- - - -- - PROVIDE CASED OPENING I KEYBOARD TO MATCH CABINETRY. #501.07.027 OR EQUAL). 1 ( FOR 3 HIGH 36" WIDE 1 TRAY PLASTIC LAMINATE .t LATERAL FILE BY ;.1 ' BASE CABINETS W/ 1 I ~, FURNITURE�VENDOR. I - OUSTABLE I CPU SHELF ADJ SHELF & 2 DRAWERS -'� VERIFY OPENING SIZE -- "" W/ VENTTLA7AQhk T~I,ES I^ , - 4" BASE PER SECTION TYP W/ MANUFACTURER. AS REQUIRED TYP* - - " " MAY i I I 3' -0 3' -0" 3' -0" 3' -0" I t' -6" I I . � « I " � 4" BASE CURVED I ��L " t 2 -9 2' - 11 - I 4 BASE ,� 4 BASE 2 7 Z 1 - .3 / 2 -6 CABINETRY 1' -3" VERIFY -0 X- O"t -0 �{ - - -- - - -- - – - � - -- - -- � •MIT •couNTERTOPs do vERw.& ` WACES FOR PUBLIC AREAS: CURVED CABINETRY C ABINET ELEVATION ®T457 CABINET ELEVATION 0 T4$3 CABINET E VATI N FINISH SIw. 13E T E STONE To 16 5 . �, 1 ' 0" 18 LE o o 160 BE SELECTED sY ARCHITECT. 'CABINET E LEVATI 0 N ®T 160 CABINETS W/ 1 ADJ SHELF W/ LOCK THIS UNIT PLASTIC CABINETS W /N2 ADUPPER E SHELVES W/ LOCK TYP. \ �- PROVIDE UNDER CABINET \ • LIGHTING TYP CABINETS W 2 ADJ 4 /-.- PLASTIC LAMINATE CLAD io 1 it COUNTER & BACKSPLASH W/ 0 18 "X24" SINGLE BOWL SINK a \ +\ W/ HOT & COLD WATER. 6 I o FAUCET & SINK MUST COMPLY I - W/ ADA & UFAS. ^-- PLASTIC LAMINATE + +� ,,,. -•- PLASTIC LAMINATE BASE COUNT ER & BACKSPLASI•I 0 1 \ CABINETS W/ 1 ADJ SHELF ADJ SHELF & 2 DRAWERS b� a \ & 2 DRAWERS PER SECTION PLASTIC LjIMINATE BASE o! W/ LOCKS TYP N ' `�--- PROVIDE CLEAR FLOOR , I r.\ SPACE AT SINK IN I ,\ \ GYP 80 FURR DOWN r ALL EXPOSED SWACES OF CABINETRY TO BE FINISHED WITH SCHEDULED PLASTIC LAMINATE. SEMI - EXPOSED (INTERIOR OF CABINETRY) SURFACES TO BE WHITE MELAMINE. GYP 60 FURR DOWN - PLASTIC LAMINATE UPPER *COUNTERTOPS SURFACES FOR PUBLIC AREAS: �- COMPLIANCE W/ ADA & ~ " 11A, �'- 4" BASE UFAS. PROVIDE REMOVABLE - 3 -0 3 -0- « SLOPED PL LAM PANE. •_ PLASTIC LAMINATE BASE CABINETS W 1 ADJ S - 0 3 0 2 6 6 3 - M, , N SHELF & 2 DRAWERS PER SECTION TYP , 4" BASE / / �- 4" BASE _ 0 I 'v * 0 II I 0� 1 :t I CABINET ELEVATION 0 T306 4 .GALL. 4`a.. I f f �-- GYP BD FURR DOWN II �- PLASTIC LAMINATE UPPER CABINETS W/ 2 ADJ SHELVES TYP. �t r i' PLASTIC TIC LAMINAT / \ / COU": rERTOP & SPLASH. - _ PROVIDE 3" GROMMETS AS NOTED ON PLAN c PROVIDE STEEL ANGLE SUPPORT BRACKETS AS REQUIRED FOR COUNTER _OPEN TYP 1 _ KNFr iv SPACE PLASTIC LAMINATE BASE CABINETS W/ 3 DRAWERS TYP A" BASE (3) 12 "D ADJUSTABLE SHELVES W/ HEAVY DUTY STANDARDS & BRACKETS. MAX 3' -0 "W BETWEEN SUPPORT BRACKETS. PROVIDE IN WALL SUPPORTS AS REQUIRED. CABs N ET ELEVATION 0 T301 /a" �-- PLASTIC LAMINATE UPPER CABINETS W/ 2 ADJ SHELVES TYP. / 2' -6" -� 2' -9" --y/ I I GYP BD FURR DOWN -0 / / / \ now / / I r 4o 11 N ' i 1 I a 1! b%I OD I o_ l 1ti CABINETS W/ 2 ADJ FINISH SHALL BE STONE ' TO BE SELECTED BY SHELVES W/ LOCK TYP. ARCHITECT. VERTI SURFACES • P(18LIC COUNTERS TO 8E VENEER. �-- PLASTIC LAMINATE UPPER CABINETS W/ 1 ADJ 04ELF W/ LOCK THIS UNIT /-- PROVIDE UNDER CABINET LIGHTING TYP /- - PLASTIC LAM I NAT E CLAD COUNTER & BACKSPLASH W/ 18 "X24" SINGLE 80W' SINK W/ HOT COLD WAI ER. FAUCET & SINK MUST COMPLY W/ ADA & UFAS. I PLASTIC LAMINATE BASE j CABINETS W/ l ADJ SHELF & 2 DRAWERS PER SECTION ; W/ LOCKS TYP I �-- PROVIDE CLEAR FLOOR ' SPACE AT SINK IN COMPLIANCE W/ ADA Ic I UFAS. PROVIDE REMOVABLE 2' -6" 3'--0 SLOPED PL LAM -"AN[ L. i 4» BASE 1 i CABINET ELEVATION 0 T306 �L. 78 5 ' J - ; � PLASTIC LAM NATE CABINET W/ (5) ADJUSTABLE SHELVES & -OCKING, DOOR ; I GYP BD FURR DOWN GYP BD FURR DOWN \ �" /--- PLASTIC LAMINATE UPP PLASTIC LAMINATE UPPER UPPER PLASTIC CABINETS W/ 2 ADJ CABINETS W/ 2 ADJ SHELVES A SHELVES TYP. TYP. _\ PLASTIC LAMINATE UPPER /--- STAINLESS STEEL COUNTERTOP & / - -�� . THIS CABIN S W/ 1 ADJ SHELF FULL HEIGHT BACKSPLASH 1090 +` C-4 1 �\ / �.. r \ ( I / ✓ /-' STAiNI ESS STEEL COUNTERTOP & I / FULL HEIGHT BACKSPLASH I /" PLASTIC LAMINATE BASE o \ 97 CABINETS W/ 1 ADJ SHELF & o, / ��--- STAINLESS STEEL DOUBLE BOWL DRAWER PER SECTION cc KITCHEN SINK W/ HOT & COLD WATER & GOOSE NECK FAUCET & GARBAGE DISPOSAL PLASTIC LAMINATE BLIND _ CORNER BAS'-: CABINET W/ 1 ADJ "r "" _` "- - •- PROVIDE CLEAR FLOOR SPACE AT ' SHELF & 1 IJRAWER PER SEC'ION o \ � SINK IN COMPLIANCE W/ ADA & TYP. PROVIDE 1 SHELF I ' ' --` UFAS. PROVIDE REMOVABLE REVOLVING CORNER UNIT SYSTEM �+ =:w oft I ' e�' SLOPED PL LAM PANEL. (HAFELE #501.07.027 OR \ EQUAL). \ \ -� ��� - 'r-�- PLASTIC LAMINATE BASE CAB °NETS W/ 1 ADJ SHELF & 1 ` \ ' �/ 3 " / R PER SECTION , _/ 4" BASE - _ ORAWt r BASE - 1 5' 1 r CABINET ELEVATION 0 P314 CABINET ELEVATION 0 P314 9 ` .. _ 10 i I I 4 ♦ I /-' GYP BD FURR DOWN \ /- GYP BD FURR DOWN \ PLASTIC LAM INATE: UPPER \ I SHELVES W/ HEAVY DUTY CABINETS W 2 ADJ = to STANDARDS & BRACKETS. io 1 SHELVES W1LOCK TYP. MAX 3' - "W BETWEEN \ N �.- -- PROVIDE UNDER CABINET ---- PLASTIC LAMINATE ° } I 6 I LIGHTING TYP SUPPORTS AS REQUIRED. I • �- PLASTIC LAMINATE CLAD ^-- PLASTIC LAMINATE 141 COUNTERTOP & COUNT ER & BACKSPLASI•I 0 1 \ _ ADJ SHELF & 2 DRAWERS b� a \ PLASTIC LAMINATE PLASTIC LjIMINATE BASE 0 I C ABINE .,-- rS W ' 1 ADJ SHELF ADJ SHELF & 2 DR 4WF RS , I r.\ Ic 2 DRAWER; PER SECTION N W/ LOCKS TYP ,-- REFRIGERATOR BY AGENCY ° . (NIC) N COMPLIANCE W/ ADA & ~ " 11A, �'- 4" BASE UFAS. PROVIDE REMOVABLE - 3 -0 3 -0- « SLOPED PL LAM PANE. •_ PLASTIC LAMINATE BASE CABINETS W 1 ADJ S - 0 3 0 2 6 6 3 - M, , N SHELF & 2 DRAWERS PER SECTION TYP , 4" BASE / / �- 4" BASE _ 0 I 'v * 0 II I 0� 1 :t I CABINET ELEVATION 0 T306 4 .GALL. 4`a.. I f f �-- GYP BD FURR DOWN II �- PLASTIC LAMINATE UPPER CABINETS W/ 2 ADJ SHELVES TYP. �t r i' PLASTIC TIC LAMINAT / \ / COU": rERTOP & SPLASH. - _ PROVIDE 3" GROMMETS AS NOTED ON PLAN c PROVIDE STEEL ANGLE SUPPORT BRACKETS AS REQUIRED FOR COUNTER _OPEN TYP 1 _ KNFr iv SPACE PLASTIC LAMINATE BASE CABINETS W/ 3 DRAWERS TYP A" BASE (3) 12 "D ADJUSTABLE SHELVES W/ HEAVY DUTY STANDARDS & BRACKETS. MAX 3' -0 "W BETWEEN SUPPORT BRACKETS. PROVIDE IN WALL SUPPORTS AS REQUIRED. CABs N ET ELEVATION 0 T301 /a" �-- PLASTIC LAMINATE UPPER CABINETS W/ 2 ADJ SHELVES TYP. / 2' -6" -� 2' -9" --y/ I I GYP BD FURR DOWN -0 / / / \ now / / I r 4o 11 N ' i 1 I a 1! b%I OD I o_ l 1ti CABINETS W/ 2 ADJ FINISH SHALL BE STONE ' TO BE SELECTED BY SHELVES W/ LOCK TYP. ARCHITECT. VERTI SURFACES • P(18LIC COUNTERS TO 8E VENEER. �-- PLASTIC LAMINATE UPPER CABINETS W/ 1 ADJ 04ELF W/ LOCK THIS UNIT /-- PROVIDE UNDER CABINET LIGHTING TYP /- - PLASTIC LAM I NAT E CLAD COUNTER & BACKSPLASH W/ 18 "X24" SINGLE 80W' SINK W/ HOT COLD WAI ER. FAUCET & SINK MUST COMPLY W/ ADA & UFAS. I PLASTIC LAMINATE BASE j CABINETS W/ l ADJ SHELF & 2 DRAWERS PER SECTION ; W/ LOCKS TYP I �-- PROVIDE CLEAR FLOOR ' SPACE AT SINK IN COMPLIANCE W/ ADA Ic I UFAS. PROVIDE REMOVABLE 2' -6" 3'--0 SLOPED PL LAM -"AN[ L. i 4» BASE 1 i CABINET ELEVATION 0 T306 �L. 78 5 ' J - ; � PLASTIC LAM NATE CABINET W/ (5) ADJUSTABLE SHELVES & -OCKING, DOOR ; I GYP BD FURR DOWN GYP BD FURR DOWN \ �" /--- PLASTIC LAMINATE UPP PLASTIC LAMINATE UPPER UPPER PLASTIC CABINETS W/ 2 ADJ CABINETS W/ 2 ADJ SHELVES A SHELVES TYP. TYP. _\ PLASTIC LAMINATE UPPER /--- STAINLESS STEEL COUNTERTOP & / - -�� . THIS CABIN S W/ 1 ADJ SHELF FULL HEIGHT BACKSPLASH 1090 +` C-4 1 �\ / �.. r \ ( I / ✓ /-' STAiNI ESS STEEL COUNTERTOP & I / FULL HEIGHT BACKSPLASH I /" PLASTIC LAMINATE BASE o \ 97 CABINETS W/ 1 ADJ SHELF & o, / ��--- STAINLESS STEEL DOUBLE BOWL DRAWER PER SECTION cc KITCHEN SINK W/ HOT & COLD WATER & GOOSE NECK FAUCET & GARBAGE DISPOSAL PLASTIC LAMINATE BLIND _ CORNER BAS'-: CABINET W/ 1 ADJ "r "" _` "- - •- PROVIDE CLEAR FLOOR SPACE AT ' SHELF & 1 IJRAWER PER SEC'ION o \ � SINK IN COMPLIANCE W/ ADA & TYP. PROVIDE 1 SHELF I ' ' --` UFAS. PROVIDE REMOVABLE REVOLVING CORNER UNIT SYSTEM �+ =:w oft I ' e�' SLOPED PL LAM PANEL. (HAFELE #501.07.027 OR \ EQUAL). \ \ -� ��� - 'r-�- PLASTIC LAMINATE BASE CAB °NETS W/ 1 ADJ SHELF & 1 ` \ ' �/ 3 " / R PER SECTION , _/ 4" BASE - _ ORAWt r BASE - 1 5' 1 r CABINET ELEVATION 0 P314 CABINET ELEVATION 0 P314 9 ` .. _ 10 i I I 4 ♦ I /-' GYP BD FURR DOWN \ /- GYP BD FURR DOWN / \ nt =ms mm :OR 1= �.I y/ \ , (3) 12 "D ADJUSTABLE \ I SHELVES W/ HEAVY DUTY I = to STANDARDS & BRACKETS. io 1 MAX 3' - "W BETWEEN N iv SUPPORT BRACKETS. ---- PLASTIC LAMINATE ° 1 PROVIDE IN- WALL o \ SUPPORTS AS REQUIRED. 1 1 OD ^-- PLASTIC LAMINATE 1 r COUNTERTOP & BASE CABINETS W/ 1 0 BACKSPLASH ADJ SHELF & 2 DRAWERS PLASTIC LAMINATE PER SECTION ' YP I 0 BASE CABINETS W/ 1 �- ADJ SHELF & 2 DR 4WF RS PLASTIC LAMINATE \ I PER SECTION rYP N / \ nt =ms mm :OR 1= �.I y/ \ I I �--- PLASTIC LAMINATE \ \ UPPER CABINETS W/ 2 I I AD,' SHELVES TYP. i io 1 N 0 \ ---- PLASTIC LAMINATE ° I COUNTERTOP be = =- BACKSPLASH /— PLASTIC LAMINATE BASE CABINETS W/ 1 0 0 ADJ SHELF & 2 DRAWERS PER SECTION ' YP I I (V PLASTIC LAMINATE \ I I S1' -7 3/4• WT I t i jb I i� ii II 7 TM7.9 NATURALIZATION CEREMONY ROOM ARCH - VARI ri I !� LIGHT COVE TIA7.9 `-- LIGHT COVE° N c.i ° W \ i r 04 ! C-4 SOUM S.S. HANDRAIL _ •,�,\ NATURALIZATION CEREMONY ROOM CURTAIN �i s llr.�1 /�..• T fy �- CURTAIN WEST IIZ NATURALIZATION CEREMONY ROOM . ACA E 1/4" CP Of TUN" AF ROVED JUN 1 1 ZN4 AS W ED 6" RUBBER BASE S.S. HANDRAIL 7 1M7. WOOD PANELS NATURALIZATION CEREMONY ROOM .-ALL. i j 4" — i —v NATURALIZATION CEREMONY ROOM Nil j 6 RUBBER S.S. HANDRAIL 7 BASE W000 PANELS NATURALIZATION CEREMONY ROOM NATURALIZATION CEREMONY ROOM \4 `1 o AfAy 2 7 ZDO� AMT QIr%ft LANCE MUELLER •s ASSOCIATES - 02 135 INTERIOR E SHEET DEPARTMOF NT 0 HOMELAND SECURITY - - --, drown by REY1EW -- - 5 -4 -04 TERED H.C. TI NIT 5-7- CAB I NET -17- A A C H 1 T E C t s A► 1 SEATTLE DISTRICT OFFICE PROPERTY OF THE uN TED STATES E P. MuFUE1t eked by n PERMIT - 130 LAKESIDE SEATTLE, WA 98122 206 S25 2553 �C O R P O R A T I O N 12500 TUKWIL A INTERNATIONAL BLVD t?OVERNMENTFOROFFrcIALUSEONIY DO � J►.� S TI A5o9G REMOVE THIS NOTICE PROPERLY DESTROY dote SEATTLE, WASHINGTON OOCUINIENTS WHEN NOLONGER NEEDED 4-30 -03 N01 ISSUE DATE N0. ISSUE DATE �! ,.. # a . ,, a�. ... .. ., �'f"r�`` - �. - � .. w.•t••. _V•,!'.iR3i. ,, - a r» • "u �t rl�� .�r'.. >..,�.- _,�. »�.�. �.;*•, �: �sdsbs i�I�"1yw�iw �•wrrrw�+slM+��I�Ri�i� ��•� - -- -- - .� � yy EAST S.S. RAILING '\- WOOD BASE �- S.S. HANDRAIL � 1 120 REVEALS 6' WOW BASE WOOD PANELS NATURALIZATION CEREMONY ROOM �-- ••WOOD PANELS \­ SS. HANDRAIL IN FOREGROUND NATURALIZATION CEREMONY ROOM NATURALIZATION CEREMONY ROOM WOOD PANELS NATURALIZATION CEREMONY ROOM 9 I I 11 . i t ! { E I i i o AfAy 2 7 ZDO� AMT QIr%ft LANCE MUELLER •s ASSOCIATES - 02 135 INTERIOR E SHEET DEPARTMOF NT 0 HOMELAND SECURITY - - --, drown by REY1EW -- - 5 -4 -04 TERED H.C. TI NIT 5-7- CAB I NET -17- A A C H 1 T E C t s A► 1 SEATTLE DISTRICT OFFICE PROPERTY OF THE uN TED STATES E P. MuFUE1t eked by n PERMIT - 130 LAKESIDE SEATTLE, WA 98122 206 S25 2553 �C O R P O R A T I O N 12500 TUKWIL A INTERNATIONAL BLVD t?OVERNMENTFOROFFrcIALUSEONIY DO � J►.� S TI A5o9G REMOVE THIS NOTICE PROPERLY DESTROY dote SEATTLE, WASHINGTON OOCUINIENTS WHEN NOLONGER NEEDED 4-30 -03 N01 ISSUE DATE N0. ISSUE DATE �! ,.. # a . ,, a�. ... .. ., �'f"r�`` - �. - � .. w.•t••. _V•,!'.iR3i. ,, - a r» • "u �t rl�� .�r'.. >..,�.- _,�. »�.�. �.;*•, �: �sdsbs i�I�"1yw�iw �•wrrrw�+slM+��I�Ri�i� ��•� - -- -- - .� � yy EAST S.S. RAILING '\- WOOD BASE �- S.S. HANDRAIL � 1 120 REVEALS 6' WOW BASE WOOD PANELS NATURALIZATION CEREMONY ROOM �-- ••WOOD PANELS \­ SS. HANDRAIL IN FOREGROUND NATURALIZATION CEREMONY ROOM NATURALIZATION CEREMONY ROOM WOOD PANELS NATURALIZATION CEREMONY ROOM SHELL -ROOM FINISH SCHEDULE -PARKING LEVEL 1 ROOM FLOOR BASE NORTH WALL EAST WALL SOUTH WALL ' _ . r WEST WALL .T CEILING N SAS NO. ROOM NAM - MAT_ COLOR MAT L M AT . COLOR MAT. COLO MAT. � CO MAT. COLOR MAT FIN. HEIGHT ]REM - -- , SEALED - - i P101 PARKING CONIC I - PNT I _. ' 1 - ___- -_ - -- - -- r VINY PNT � I PNT PN - - -- - _. I L F F .- + �.. a �--- -- -� �-- _ ..__� - SEAL E D I I -► P104 STAIR #2 CONC. J RB -- I PNT i I PNT I T I SEALED ..PNT PNT I P106 SPRINKLER NT _. - -- -- I - CON(; PNT PNT PNT P 1 - - - -- -- �--- l- CONIC. w . SEALED -'- i P108 STAIR #3 I CONIC. ! RB I - - PNT �- -PNT L ( PNT P _. - "SEALED _... _ - ._._.- N T _'- 4— P109 RAMP CONC -- I -- I PNT ( PNT I . _ . __ - - - - - - -- -, .- -- - -- - -- - -- - �• - - -_ .` _ . I_ __ - -•-.�- l _ _� PNT PNT CONIC. SEALED - - - -- - - __ -_-- - --. Pilo i ELEVATOR LOBBY _ _CONC i- ---- -- - RB -_'-'• PNT PNT ,- w - - VINYL -,�- F F -- �--- -- �- SEALED � -- "----- • ----• --- --- --•-- P13 STAIR #4 i j CONIC RB i -- I PNT � NT T PNT • N I j P T . SEALED __.�.___ __.. __. - -- - FIRE � - - -- -- -. -_ - FIRE - -_ FIRE P133 ' 'PIPE CLOSET - + L__ _ CONC T "_ APE TAPE w- TAPE � _ CONIC SHELL -ROOM FINISH SCHEDULE -PARKING LEVEL 2 ROOM FLOOR T BASE _ NORTH WALL _; EAST WALL I SOUTH WALL WEST WALL CEILING NO. ; SAS N O. R OOM NAME MAT. COLOR MAT _ I CO LOR MAT. COLOR MAT. COLOR MAT. I COLOR MAT. ;COLOR MAT. �' FIN. HEIGHT 1REMARKS SEALED P20 � L... PARKING - -- - -- �.. CONC. ! I _- _LPNT PNT PNT __ PNT CONC. I A ► _ - - SE LED , P204 j STAIR #2 __.._!._ RB P NT PNT - -- 1 I PNT _ PNT SEALED - `- ----4 -- ---- -- } P206 'PROP MANAGER RB `` NT ( NT NT NT ON CONIC .�. PINT P 1_- P P { C --- - SEALED I I #3 CONIC. RB -- I ... P208 I STAR ... _ . L I_ ._.PNT ____• - P NT _.....� PNT I _ _ P NT SEALED I P209 'RAMP _ ` r I CONIC I _PNT � ....__ _. L . pNT I — PNT PNT I _._. ___ j � CONIC SEALED I I - _- P210 -._._ oELEVATOR LOBBY _ - _ _ ! CONC I - RB I _--- . Lf PNT - CONC. SHELL -ROOM FINISH SCHEDULE -PARKING LEVEL 3 R OOM FLOOR BASE NORTH WALL ! EAST WALL I SOUTH WALL I WEST WALL _ CEILING NO. SAS NO. ROOM NAME MAT. COLOR MAT. COLOR : - MAT. ; COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. r FIN. r HEIGHT IREMARKS SEALED ! ff ' P301 - 'PARKING CONIC I _ -- I NT �- ' NT PNT i NT SEALED CONIC -- - -- _ -- -- - --- _- ._ - _ - - - - -- P IP I __._. -...._ -._ _ - --- -1 P C --.._ I -- P303 I_ _- _..... _.__.EXIT CORRIDOR I CONC. �- —_- I - I -- I PNT j � i +2NT PNT PNT --- --�- -- CONC. SEALED r P304 I STAIR #2 ` I CONIC I--- -- ----- ---- - L.......� -- - ;.,._._.PNT PNT PNT PNT SEALED - J P305 _ IELECTIRCAL - _ I CONC. I i - PNT PNT PNT PNT CONIC. SEALED P 307 I I I I �EX1T CORRIDOR ( CONIC. PNT I - 1 --- -) _ PNT NT CONC. P - -- -- . SEALED � - --� P308 ' ISTAIR #3 1 ' PNT CONIC I RB �-- PNT PNT PNT - - .- SEALED P310 j RECEIVING ! CONIC. I -- -- _ __- - -- _- PNT _ NT _.� PNT NT CONIC. - -- - I I P311 I SEALED STORAGE ! CONIC r - - I - T PNT i NT T CONIC -- -- - - __ - -. . - -- -- - _______ - --- ----- ----- PN T PNT PNT - w SEALED , P313 iELEVATOR LOBBY I CONC I -- I - -�_ - r 1 �_ ' RB - PNT PNT - l_ J_PNT I CONC WALL TYPLS: NOTE: 1. PROVIDE KICKERS ABOVE CEILING AS REQUIRED. 5. DO NOT PLACE OUTLET'S OR JUNCTION BOXES IN 48 MAX. Al TERNATF SIDES THE SAME_ STUD CAVITY FOR SOUND BATT WALLS 2. SEE ROOM FINISH SCHEDULE FOR ALL AM IWS. PER DTL. 13/TIA6.1 A 3. ENCLOSE ALL PLUMHING PIPING FULL 6. PROVIDC OORNER GUARDS PER 211TI A7.8 HEIGHT TO STRUCTURE AS APPLICABLE AT ALL EXPOSED OUTSIDE CORNERS 4. ALL WOOD BUCKS AND BLOCKING TO BE FIRE TREATED L L - M n � n co 'n 5/8" TYPE 'X' G W.B. EA SIDE ON 3 112" " 5�8` TYPE 'X' G.W.B. EA SIDE ON METAL STUDS AT 24" O.C. W/ 3 112` 6 METAL STUDS AT 24" O.C. THICK SOUND BATT INSULATION. 1 HOUR W/ 3 112 THICK SOUND BATT RA TED PER UL NC 505 -2, 7- 29 -82, INSULATION - 1 HOUR RAZED PER DESIGN 'J425 WHERE INDICATEU ON PLAN UL NC 505 -2, 7- 29 -82, DESIGN U425 THUS:( TMMTr ) W14FRL INDICATED ON PLAN THU ( � FULL HEIGHT SHOWN THUS: ( _=" = � 5 � SHOWN 'HUS: ( - - - ) 45 MIN. STC O A, 37 MIN. STC O A I C� t in 1 ao ,i � 5/$" TYPE 'X' G.W.B. EA SIDE ON STAGGERS ; STUDS O 24 "o.c. MAX. GUAGE t.3* REQUIRED, FULL HEIGHT TO STRUCTURE - 45 MIN. STC TYPE D TYPE D' LAYER GWD EX-R O ROOM SIDE TYPE G N an NOTE: CO NE_CT STUD WALL / S EAR PINS AT TOP & 9 T TRACK LO "x4' -0" HIGH EXT. PLYWOOD WAINSCOT ON %" T YPE "X" GWE3 ON 6" METAL STUDS W/ 5/8" DENS GLASS GOLD SHEA THINC W/ PREFINISHED METAL SIDING PANELS TYPE K TYPE 8 NOTE: REFER TO SECTIONS A -C ON SHEET TI A6.1A FOR ADDITIONAL IN ORMATION . - . ip 2 LAYERS 5/8" TYPE 'X' G.W.B. EA. S10,� ON 3 1/2 METAL S WS AT 24 O.C. W/ 3 1/2` THICK SOUND BAT- INSULATION - 2 HOOUR RATED PER UL NC 505-6. 7- 29 --82, DESIGN J425 FULL HEIGHT SHOW THUS: ( ) 50 MIN STC TYPE C NOTE: , REFER TO SECTION D/TI A6.1A FOR ADDITIONAL INFORMA ION TYPE C SA Mt A S C BUT NON -RATED e 3 1 12" U.S. GYPSUM r 'SHAD TWAU' OR APPROVED EQUAL. 2 HR. c, RAT; U SHAFT WALL. 2 • N M _ 11! USG - 750302 W 1" SOUND ATT FIRE BLANKET; SBN 75070E UL DES Ua 18 - t Go Ln c t M t� m An co 3c U TYPE E • CN . ao -2 LAYERS 5/8" TYPr 'X' G.W.B. EA. SIDE ON ? 112 METAL STAGGERED STUDS 0 24" O.C. W/ 3 112 CONT. SOUND BAIT. CAULK TOP & 80T. TRACK & G.W.B. TO STRUCT. - 50 MIN 5TC TYPE F N j � Q z --"- -" a t cr � \ po c -- ..T� ••�L F-F-FA STRUCTURAL to DRAWINGS. REFER TO PLAN FOR 5 8" TYPE 'X' ;.W.f?. W R -1 RATING. BAIT INSULATION` A/ 1/2 AIR NOTE: SPACE ON EXTERIOR WALL REFER TO DETAILS 1 & 7 /7`I A6.1A FOR ADDITIONAL INFORMATION TYPE H (FULL HEIGHT) TYPE J 9 -11 GA. EXPANDED STEEL MESH OR 14 -16 GA. SHEET METAL SECURED TO METAL c STUDS FULL HEIGHT N I M , - -- c: - I t , Z .5/8 0 TYPE 'X' G.W.B. EA SIDE ON 3 1 /2" 5/8 TYPE X G.W.B. EA SIDE ON 3 1/2 ME - AL STUDS AT 24 O.C. AND 1` RESILIENT METAL STUDS AT 24` O.C. t HOUR RAPED CHANNEL W/ 3 1/2" THICK SOUND GATT PER UL NC 505 - 7- 29 -82, DESIGN INSULATION. 1 HOW RATED PER UL NC U425 WHERE INDICATED ON PLAN THUS: 505 - 2, 1 29 - 82, DES" U425 WHERE ( ' ) 37 MIN. STC IN".FD ON PLM THUS:( ) CAULK do TOP BOT. TRACK & GWB 0 STRUCT. 50 TYPE L (NON RATED) LAIN. S',C NOTE: TYPE L' S AME INS UL A BI T WITH SOUND TYPE M REFER TO SECTIONS A -C ON SHEET TI A6.1 A FOR TYPE P I'l HOUR RATED) NOTE. (FULL HUGH 1) ADDI i IONAL INFORMATION REFER TO SECTIONS A - ON SHEET TI A6.1 A F'OR ADDITIONAL INFORMATION ar JUN � z #o fo j ) * SEE STRUCTURAL DRAWINGS FOR BEARING WALL FRAMING & FRAMING ® PLUMBING WALLS r ':— w..._..r�.r.:�- — .i`iw� —.« .�. :_.w ..i►..LS+.'�i+ = .++i►�4�.s JtS'Ax'i'':� _+M ": °.: � � :.•.t�T. -. w. `- r : �..L.i� t" !' ' � • _— u'� 'I�(..n' —_ T YPE A NOTE: REFER TO SECTION; A-C ON SHEET TYPE A' FOR ADDITIONAL T1 A6.1A NO INSULATION INFORMATION 5/8" TYPE 'X' G.W.B. OVER 1 1 120 MTL FRAMING ON CONCRETE WALL INTERIOR STUD SCHEDULE LOCATION HEIGHT GAUGE do SPACING 1ST & 4TH FLOORS FULL HEIGHT 3 1/2" OR 6 20 GA. AT 16" O.C. 2ND & 3RD FLOORS FULL HEIGHT 3 1/2" OR 6" 20 GA. AT 24" O.C. ALL PERIMETER FURRED WALLS 6" ABOVE :'FILING 2 1/2" 25 GA. • 24" O.C. ALL INTERIOR WALLS NOT NOTED STOPS AT CEILING 3 1/2" OR 6" 25 GA. AT 24" O.C. ALL INTERIOR WALL. FURRING 6" ABOVE CEILING It 1 1/2" 25 GA. A 24" O.C. JUN � z #o fo j ) * SEE STRUCTURAL DRAWINGS FOR BEARING WALL FRAMING & FRAMING ® PLUMBING WALLS r ':— w..._..r�.r.:�- — .i`iw� —.« .�. :_.w ..i►..LS+.'�i+ = .++i►�4�.s JtS'Ax'i'':� _+M ": °.: � � :.•.t�T. -. w. `- r : �..L.i� t" !' ' � • _— u'� 'I�(..n' —_ T YPE A NOTE: REFER TO SECTION; A-C ON SHEET TYPE A' FOR ADDITIONAL T1 A6.1A NO INSULATION INFORMATION 5/8" TYPE 'X' G.W.B. OVER 1 1 120 MTL FRAMING ON CONCRETE WALL WALL PER PL CLEAR GLASS METAL STOP PLAN DIM. P LAN DIM. I M. FRAME i L EAR GLASS ETAL STOP WAL ._ PER PL H.M. FRAME (20 MIN. RATED 0 CORRIDOR) )PEN MATT= i AC f m"G -SOUND STOP OL GWB EA. SWE W/ META LOGE SOUND BATTS DETAIL 5/8' GWB EA. SIDE W/ METAL EDGE -�� SOUND BATTS BASE PER SCHEDULE N / CAULKING APPROVED POWER ACTUATE FASTENERS 0 24" O.C. k s i - T I _ L , : 3" - ' - 0" ME TA STOP ME TA BAR GROUT 16 CMU RELITE AT HOLD CELLS SCALE: 3" = V - -0" WALL TYPES: NOTE: 1. PROVIDE KICKERS ABOVE CEIUNG AS RFWRED. 5. DO NOT PUCE OUTLETS OR JUNCTION BOXES IN 48 MAX. ALTERNATI SIDES THE SAME STUD CAVITY FOR SOUND BATT WALLS 2. SEE ROOM F+NISH SCHEDULE FOR ALL FINISHES. PER DTL• 13/TIA6.1A 3. ENCLOSE ALL PLUMBING PIPING FULL 6• PWDDE CORNER GUARDS PER 21/TI A7.8 HEIGHT TO STRUCTURE AS APPLICABLE AT ALL EXPOSM OUTSIOE CORNERS 4. ALL WOOD BUCKS AND BLOCKING 10 B FIRE TREATED n i Q STUD SCHEDULE 1 HEIGHT GAUGE &SPACING 4 1ST & 4TH FLOORS 4 FULL HEIGHT 3 1/2" OR 44 A 4 a .� A d d e a 2ND \ d A4 A 3 1/2 OR 6" 20 GA. AT 24" O.C. ALL PERIMETER FURRED WALLS 6" ABOVE CEILING 2 1/2" 25 a • 24" O.C. ALL INTERIOR WALLS NOT NOTED STOPS AT CEILING 3 1/2" APPROVED POWER ACTUATE FASTENE 6 0 6" 25 GA. AT 24" O.C. ' APPROVW ACTUATE AS HERS • INTERIOR WALL FURRING 6" ABOVE CEILING 1 112" ANGLE STEEL G E PER GA. • _- �- 24 0: 2 O.C. - s • STRUCTURAL DRAWINGS A v SOUNn GATT' _ FIRE TRAK EXPAN!-JON : ,,,. - �"" FVW TRAK EXPANSION - ,. ._� 5/8' TYPE 'X' G.W. E3. EA SIDE ON 3 1/2" 'r ---- 518' TYPE 'X' G.W B EA SIDE ON • '- --_,_ L 2 LAYERS 5 /8 0 TYPE 'X' G.W P. EA. SYSTEM w FIRE TRAK / METAI. STUDS AT 24' O.C. W/ 3 112" 6 METAL STUDS AT 24" O.C. SIDE ON 3 112' METAL STUDS AT THICK SOUND BATT INSULATION 1 HOUR SYSTEM W/ FIRE TRAK W/ 3 112 THICK SOUK` BATT 24' O.C. W/ 3 112 THICK SOUND BATT RATED PER UL NC 505 -2, 7 -2y 92, INSULATION - 1 HOUR RATED PER J � CEILING RUNNER 1 HOUR DESIGN U425 WHERE INDICATED ON PLAN UL NC 505 -2, 7- 29 - -82. DESIGN U425 UL NC 505 -6, 7- 29 -82, DESI U4 25 CEILING RUNNER 2 HOUR THUS:( TR= ) WHERE INDICATED ON PLAN THU .,,� • • FULL HEIGHT SHOWN THUS: ( --• - ) -�' RATED PER U421 50 MIN STC 45 MAN STC RATED PER U421 45 MIN. STC 0 A, 37 MIN. STC 0 A' d CMU WAI E PER STRUCTURAL - -_� TYPE A NOTE: TYPE 6 NOTE: . f TYPE C NOTE: REFER TO SECTIONS REFER TO SECTIONS REFER TO SECTION D /TI A6.1 A FOR DRAWINGS �- 1 LAYER 5/8 TYPE 'X' / AGDITIONAI INFORMATION FOR DDI .•� OR ADDITIONA 2 LAYERS 5/8" TYPE `X" °O NO INSULATION INFORMATION INFORMA; ION GWB EA. SIDE I GWB EA. SIDE ct or DETAIL DETAIL DETAIL SCALE: 3" = 1' 0" 4 I ° a Mf-N. d ° d °e G WB SIDE W/ DGEA. I � I ��APPROVED POWER I SOUND BAT1S ACTUATE FASTENS RS 0 STEEL ANGLE PER 4 O.C. " 2 C• �� BASE PER SCHEDULE STRUCTURAL DRAWINGS \ \-- MINERAi WOOL FIRE TRAK EXPANSION SOUND CAULKING WHERE ° ''• SYSTEM W/ FIRE TRAK SOUND BAITS ARE REQUIRED "112 MIN CEMI NTOUS BOARD CEILING RUNNER _4__ __ MASTIC i0 CMU BLOCK NON RATED - APPROVED POWER 1 LAYER 5/8" TYPE "X" ACTUATE FASTENERS 0 - CM WA! L PER STRUCTURAL GWB EA. SIDE 24" O.C. DRAWINGS DETAIL DETAIL DETAIL � R I d NOT PLACES OUTLETS OR JUNCTION BOXES IN - T POLYCARBONATE LAMINATE, GLASS CLAD -�► C THE SAME STUD CAVITY W/ SOUND BA WALLS POLYCARBONATE LAMINATE III BOND BEAM OR ALL GLASS LAMINATED : OBSERVATION WINDOW-- 4" NEi_SON STUD 0 16" O.C. Li " SEALANT ON — GROUT _ _ NONSECURE SIDE, r a ° o ` ''' CONTINUO A U S G L VANI LED TYP. . - TAMPER- RESISTANT a --e STEEL PLATE SEALANT ON SECURE SIDE ®' r L F1, I c I W/ BACKF R ROD CMU WALL L" _; 3/16* X 1 112" ME TAL STRAP METAL GLAZING ' 4 Mr_ TAL SECURITY BAR STOP, TYP. v MFTAL SECURITY I BAR 1 DETAIL CMU RECITE AT HOLD CELLS MU RECIT HOLD CELLS ' -�" 8_ S . 1 AT WALL PER PL CLEAR GLASS METAL STOP PLAN DIM. P LAN DIM. I M. FRAME i L EAR GLASS ETAL STOP WAL ._ PER PL H.M. FRAME (20 MIN. RATED 0 CORRIDOR) )PEN MATT= i AC f m"G -SOUND STOP OL GWB EA. SWE W/ META LOGE SOUND BATTS DETAIL 5/8' GWB EA. SIDE W/ METAL EDGE -�� SOUND BATTS BASE PER SCHEDULE N / CAULKING APPROVED POWER ACTUATE FASTENERS 0 24" O.C. k s i - T I _ L , : 3" - ' - 0" ME TA STOP ME TA BAR GROUT 16 CMU RELITE AT HOLD CELLS SCALE: 3" = V - -0" WALL TYPES: NOTE: 1. PROVIDE KICKERS ABOVE CEIUNG AS RFWRED. 5. DO NOT PUCE OUTLETS OR JUNCTION BOXES IN 48 MAX. ALTERNATI SIDES THE SAME STUD CAVITY FOR SOUND BATT WALLS 2. SEE ROOM F+NISH SCHEDULE FOR ALL FINISHES. PER DTL• 13/TIA6.1A 3. ENCLOSE ALL PLUMBING PIPING FULL 6• PWDDE CORNER GUARDS PER 21/TI A7.8 HEIGHT TO STRUCTURE AS APPLICABLE AT ALL EXPOSM OUTSIOE CORNERS 4. ALL WOOD BUCKS AND BLOCKING 10 B FIRE TREATED n i co TYPE 'X' O.W.B. EA SIDE ON STAGGERED SUDS 0 24 o.c. MAX. GUAGL AS REOUIRED, FULL HEIGH i TO STRUCTURE - 45 MIN. STC TYPE D 1 1 P E ' B U T ADD t A ER GWB O ROOM SIDE EXTR 3 1 12" U.S. GYPS 'SHAFrWALL' e t AP PROVED EQUAL. 2 HR. I I_ RATED, SHAFT WALL. ORO USG - 750302 W/ - 1" SOUND ATT. FIRE BLANKETS �+ -- bL O U4 8 - 2 LAYERS 5/8" TYDF 'X' G.W.B. EA. SIDE ON 2 1 12" METAL STAGGERED STUDS a 24" O.C. W/ 3 1/2" CONT. SOUND BATT. CAULK TOP & BOT. TRACK & G.W.G. TO STRUCT. - 50 MIN STC TYPE E TYPE F _v_ m fn IK C --�► �� _ CMU WALL PER STRUCTURAL 5/8" TYPE 'X' G.W.B. OVER DRAWING S. REFER TO PLAN FOR 5/8 TYPE 'X' G.W B W� R - 11 1 1/2 MTL FRAMING ON BATT iNSULATION W/ 1/ AIR CONCRETE WALL NOTE: SPACE ON FX T ERIOR WALL REFER TO DETAILS 1 & 7/TI A6.1A fOR ADDITIONAL INFORMATION TYPE G TYPE H (FULL HEIGHT) TYPE J 9-- GA. EXPANDED STEEL MESH OR 14 -16 GA. SHEET METAL SECURED TO METAL `oo STULS FULL HEIGHT cc `n NOTE: C N _ CT STUD ' __ - WALL / S L AR PINS AT s TOP & 9 TOM TRACK 1101- r'. t 1 i i SCA. RECIT E DETAIL DETAIL RECITE DETAIL WALL OPENING FRAME �r 19 t 20 21 a_. - ---r- __ A co EXTEN; SOUND INSULATION �- 5/8" T�OE 'X' G.W.S. EA SIDE ON 3 1/2' OD T ''' 'n 5/8" TYPE 'X' G.W.B. EA SIDE ON 3 ? �2" +� METAL S41M AT 24" O.C. AND 1" RESILIENT - 30 BAT T INSULATION OVER 2' - 0" PAST EDGE OF ROOM I Mi;TAL STUDS AT 24r O.C. 1 HOUR RATED CrtAN PER UL NC 5Q5 -2, 7- 29 -82. DESIGN NC- W / 3 1/2" THICK SOUND BAT ACOUSTICAt TILE CEILING s � "x - HIGH PLYWOOD INSULATION 1 HOUR RATED PER UL 4' 0" HIG E U425 WHERE INDICATED O N PLAN THUS: NC 2' - 505 -2. 7- 2s -82, DESIGN U425 WHERE )! " X 20 GA MT[ ST N SCA L T ON 0" W YPE ON Mi l l ' . � ^ �� I I I, Ir'I �I;�� <i ';Ijl ►,I . I °• - • I WAINSCOT ENS (�) 37 MIN. STC 3 1/2 CAULK `-- , I�I ,, T. 6" M 5/8 " D " N INDICATED ON PLAN THUS:( 1= ) �; T ' -- - - - ABOVE 0 B' 0" O.C. ` r l•� y ` }} GLASS GOLD SHEATH SIDING PA M�N. STC SO TRACK &GWB TO STRUCT. 50 BRACE TO ROOF STRJ iz / PREFINISHED METAL PANEL TYPE L (NON RATED) 1 1�It NOTE: SUSP. ACO TI A I nx . ( � I 1 / 1 B SUU80N WITH SOUND m � TYPE K TYPE L � ATT TYPE M RE DER TO SECTIONS A -C 6.t US C L TILE CE UNG 8 2 P/T OONC. FLOOR SLAB 3 P CONC. FLOOR SLAB ON SHEET TI A6..A FOR L - 1 6.1 A6.1 n A6. �VM 0010 TYPE P (1 HOUR RATED) NOTE: u�L HEIGHT) ADDITIONAL INFORMATION R 1 SOUND BATT INSULATION NON -RATED 15 ATTACH TOP TRACK H SUSP. CEILING OVER SUSP. ACOUCTICAL CONTINUOUS FIRE TRACK SYSTEM � CONTINUOUS FIRE TRACK SYSTEM *_ REFER TO SECTIONS ON SHEET TI A6.1 A FOR iNTFRSECTION WITH 1" DRYWALL SCREW. \—M AIN LIMNER AT EACH POINT OF TLE CEILING AND GRID SYSTEM - 0 1 _ f 10I ADDITIONAL INFORMATION a METAL STUDS PER S(2•IEOULE / � �. T TAL STUDS PER SCHEDULE w w . W MET AL STUDS PER SCHEDULE W/ ME 1V/ 4 5; 8 TYPE X GWB EACH SIDE o METAE STUDS PER SCHEDULE W/ c 5/8 TYPE `X' GWB EACH SIDE I " - w / 5/8 TYPE X GW9 EACH SIDE 5/8" TYPE "X" GWB EACH SIDE = 1 HOUR ASSEMBI Y �' V) N x 1 HOUR ASSEMBLY a 3 1 /2 F SOUNO BATT INSULATION -' -� - SEE WALL TYKES FOR LOCATION °� 3 112` SOUND GATT N4SIJLATION SEE WALL TYPE S F LOCA ION SEE WALL TYPES FOR LOCATION 3 1/2 SOUND BATT INSULATION N SEE WA'_L TYPES FOR LOCATION APPROVED POWDER ACTUATED APPROVED POWDER ACTUATED APPROVED POWDER ACTUATED APPROVED POWDER ACTUATED FASTENERS • 24' O.C. PER STRUCT. FASTENERS • 24' O.C. Pv_R STRUCT. FASTENERS 0 24" O.C. PER STRUCT. FASTENERS 0 24" O.C. PER STRUCT. BASE PER SCHEDULE 1 BASE PER SCHEDULE 9 BASE PER SCHEDULE 10 BASE PER SCHEDULE 5.1 a P/T CONIC. FLOOR SLAB f 1 P/T COW- FLOOR SLAB � P/T CONC. FLOOR SLAB P/T CONC. FLOOR SLAB INTERIOR STUD SCHEDULE 1 HEIGHT GAUGE &SPACING 1ST & 4TH FLOORS FULL HEIGHT 3 1/2" OR 6" 20 GA. AT 16" O.C. 2ND \ FULL HEIGHT 3 1/2 OR 6" 20 GA. AT 24" O.C. ALL PERIMETER FURRED WALLS 6" ABOVE CEILING 2 1/2" 25 GA. • 24" O.C. ALL INTERIOR WALLS NOT NOTED STOPS AT CEILING 3 1/2" OR 6" 25 GA. AT 24" O.C. ALL INTERIOR WALL FURRING 6" ABOVE CEILING 1 112" 25 GA. • 24" O.C. : - ._� 5/8' TYPE 'X' G.W. E3. EA SIDE ON 3 1/2" 'r ---- 518' TYPE 'X' G.W B EA SIDE ON L 2 LAYERS 5 /8 0 TYPE 'X' G.W P. EA. METAI. STUDS AT 24' O.C. W/ 3 112" 6 METAL STUDS AT 24" O.C. SIDE ON 3 112' METAL STUDS AT THICK SOUND BATT INSULATION 1 HOUR W/ 3 112 THICK SOUK` BATT 24' O.C. W/ 3 112 THICK SOUND BATT RATED PER UL NC 505 -2, 7 -2y 92, INSULATION - 1 HOUR RATED PER INSULATION - 2 HOUR RATED PER DESIGN U425 WHERE INDICATED ON PLAN UL NC 505 -2, 7- 29 - -82. DESIGN U425 UL NC 505 -6, 7- 29 -82, DESI U4 25 THUS:( TR= ) WHERE INDICATED ON PLAN THU FULL HEIGHT SHOWN TH�JS: FULL HEIGHT SHOWN THUS: ( --• - ) FULL HEIGHT SHOWN THUS: (_) 50 MIN STC 45 MAN STC 45 MIN. STC 0 A, 37 MIN. STC 0 A' TYPE A NOTE: TYPE 6 NOTE: . f TYPE C NOTE: REFER TO SECTIONS REFER TO SECTIONS REFER TO SECTION D /TI A6.1 A FOR A-C ON TYPE A' TIONAL TI AF 1 A Ti A6 1, AGDITIONAI INFORMATION FOR DDI OR ADDITIONA °O NO INSULATION INFORMATION INFORMA; ION 9 - TYPE C NON A� 0 BUT NON- RATED RATED ct or co TYPE 'X' O.W.B. EA SIDE ON STAGGERED SUDS 0 24 o.c. MAX. GUAGL AS REOUIRED, FULL HEIGH i TO STRUCTURE - 45 MIN. STC TYPE D 1 1 P E ' B U T ADD t A ER GWB O ROOM SIDE EXTR 3 1 12" U.S. GYPS 'SHAFrWALL' e t AP PROVED EQUAL. 2 HR. I I_ RATED, SHAFT WALL. ORO USG - 750302 W/ - 1" SOUND ATT. FIRE BLANKETS �+ -- bL O U4 8 - 2 LAYERS 5/8" TYDF 'X' G.W.B. EA. SIDE ON 2 1 12" METAL STAGGERED STUDS a 24" O.C. W/ 3 1/2" CONT. SOUND BATT. CAULK TOP & BOT. TRACK & G.W.G. TO STRUCT. - 50 MIN STC TYPE E TYPE F _v_ m fn IK C --�► �� _ CMU WALL PER STRUCTURAL 5/8" TYPE 'X' G.W.B. OVER DRAWING S. REFER TO PLAN FOR 5/8 TYPE 'X' G.W B W� R - 11 1 1/2 MTL FRAMING ON BATT iNSULATION W/ 1/ AIR CONCRETE WALL NOTE: SPACE ON FX T ERIOR WALL REFER TO DETAILS 1 & 7/TI A6.1A fOR ADDITIONAL INFORMATION TYPE G TYPE H (FULL HEIGHT) TYPE J 9-- GA. EXPANDED STEEL MESH OR 14 -16 GA. SHEET METAL SECURED TO METAL `oo STULS FULL HEIGHT cc `n NOTE: C N _ CT STUD ' __ - WALL / S L AR PINS AT s TOP & 9 TOM TRACK 1101- r'. t 1 i i SCA. RECIT E DETAIL DETAIL RECITE DETAIL WALL OPENING FRAME �r 19 t 20 21 a_. - ---r- __ A co EXTEN; SOUND INSULATION �- 5/8" T�OE 'X' G.W.S. EA SIDE ON 3 1/2' OD T ''' 'n 5/8" TYPE 'X' G.W.B. EA SIDE ON 3 ? �2" +� METAL S41M AT 24" O.C. AND 1" RESILIENT - 30 BAT T INSULATION OVER 2' - 0" PAST EDGE OF ROOM I Mi;TAL STUDS AT 24r O.C. 1 HOUR RATED CrtAN PER UL NC 5Q5 -2, 7- 29 -82. DESIGN NC- W / 3 1/2" THICK SOUND BAT ACOUSTICAt TILE CEILING s � "x - HIGH PLYWOOD INSULATION 1 HOUR RATED PER UL 4' 0" HIG E U425 WHERE INDICATED O N PLAN THUS: NC 2' - 505 -2. 7- 2s -82, DESIGN U425 WHERE )! " X 20 GA MT[ ST N SCA L T ON 0" W YPE ON Mi l l ' . � ^ �� I I I, Ir'I �I;�� <i ';Ijl ►,I . I °• - • I WAINSCOT ENS (�) 37 MIN. STC 3 1/2 CAULK `-- , I�I ,, T. 6" M 5/8 " D " N INDICATED ON PLAN THUS:( 1= ) �; T ' -- - - - ABOVE 0 B' 0" O.C. ` r l•� y ` }} GLASS GOLD SHEATH SIDING PA M�N. STC SO TRACK &GWB TO STRUCT. 50 BRACE TO ROOF STRJ iz / PREFINISHED METAL PANEL TYPE L (NON RATED) 1 1�It NOTE: SUSP. ACO TI A I nx . ( � I 1 / 1 B SUU80N WITH SOUND m � TYPE K TYPE L � ATT TYPE M RE DER TO SECTIONS A -C 6.t US C L TILE CE UNG 8 2 P/T OONC. FLOOR SLAB 3 P CONC. FLOOR SLAB ON SHEET TI A6..A FOR L - 1 6.1 A6.1 n A6. �VM 0010 TYPE P (1 HOUR RATED) NOTE: u�L HEIGHT) ADDITIONAL INFORMATION R 1 SOUND BATT INSULATION NON -RATED 15 ATTACH TOP TRACK H SUSP. CEILING OVER SUSP. ACOUCTICAL CONTINUOUS FIRE TRACK SYSTEM � CONTINUOUS FIRE TRACK SYSTEM *_ REFER TO SECTIONS ON SHEET TI A6.1 A FOR iNTFRSECTION WITH 1" DRYWALL SCREW. \—M AIN LIMNER AT EACH POINT OF TLE CEILING AND GRID SYSTEM - 0 1 _ f 10I ADDITIONAL INFORMATION a METAL STUDS PER S(2•IEOULE / � �. T TAL STUDS PER SCHEDULE w w . W MET AL STUDS PER SCHEDULE W/ ME 1V/ 4 5; 8 TYPE X GWB EACH SIDE o METAE STUDS PER SCHEDULE W/ c 5/8 TYPE `X' GWB EACH SIDE I " - w / 5/8 TYPE X GW9 EACH SIDE 5/8" TYPE "X" GWB EACH SIDE = 1 HOUR ASSEMBI Y �' V) N x 1 HOUR ASSEMBLY a 3 1 /2 F SOUNO BATT INSULATION -' -� - SEE WALL TYKES FOR LOCATION °� 3 112` SOUND GATT N4SIJLATION SEE WALL TYPE S F LOCA ION SEE WALL TYPES FOR LOCATION 3 1/2 SOUND BATT INSULATION N SEE WA'_L TYPES FOR LOCATION APPROVED POWDER ACTUATED APPROVED POWDER ACTUATED APPROVED POWDER ACTUATED APPROVED POWDER ACTUATED FASTENERS • 24' O.C. PER STRUCT. FASTENERS • 24' O.C. Pv_R STRUCT. FASTENERS 0 24" O.C. PER STRUCT. FASTENERS 0 24" O.C. PER STRUCT. BASE PER SCHEDULE 1 BASE PER SCHEDULE 9 BASE PER SCHEDULE 10 BASE PER SCHEDULE 5.1 a P/T CONIC. FLOOR SLAB f 1 P/T COW- FLOOR SLAB � P/T CONC. FLOOR SLAB P/T CONC. FLOOR SLAB n-4 14A 2 7 2004 06 %i C4 1T6R SECTION SECTION SECTION SECTION '` —SEE STRUCTURAL DRAWINGS FOR GEARING WALL FRAMING A SGILL. 1/2 " 2" _ & FRAMING / SG1LE: i/2 G ® PLUMBING WALLS DIME NSION POINT H.N. FRAME M y r d m OF « INTERIOR STUD SCHEDULE LOCATION HEIGHT GAUGE &SPACING 1ST & 4TH FLOORS FULL HEIGHT 3 1/2" OR 6" 20 GA. AT 16" O.C. 2ND & 3RD FLOORS FULL HEIGHT 3 1/2 OR 6" 20 GA. AT 24" O.C. ALL PERIMETER FURRED WALLS 6" ABOVE CEILING 2 1/2" 25 GA. • 24" O.C. ALL INTERIOR WALLS NOT NOTED STOPS AT CEILING 3 1/2" OR 6" 25 GA. AT 24" O.C. ALL INTERIOR WALL FURRING 6" ABOVE CEILING 1 112" 25 GA. • 24" O.C. n-4 14A 2 7 2004 06 %i C4 1T6R SECTION SECTION SECTION SECTION '` —SEE STRUCTURAL DRAWINGS FOR GEARING WALL FRAMING A SGILL. 1/2 " 2" _ & FRAMING / SG1LE: i/2 G ® PLUMBING WALLS DIME NSION POINT H.N. FRAME M y r d m OF « SHELL - ROOM FINISH SCHEDULE - FIRST FLOOR ROOM FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING NO. GA N O. ROOM NAME MAT. COLOR MAT. COLOR MAT. COL . OR MAT COLOR MAT. COLOR MAT r COLOR MAT. ' FIN. HEIGHT 1 02 �-- LOBBY - - - - _.,�..r___- � � EMARK3 SEE T I. �RAWI'VGS ! - 1 GWB PNT _1 103 STAIR #1 2' -0" DRAWINGS - SEE T I. DRAW - ..._ I SEALED 104 STAIR #2 I COP:C I RB i ( PNT I ( 1 PNT PNT ( PNT I PNT SEALED. _ ... ... __.. _- - -- - - -•- - - - -___ . - 105 TELEPHONE CONIC I I RIB PNT I PNT I PNT ( PNT _.. ._. SEALED I 106 ELECTRICAL CONC _ RP PNT ( _ PNT _- PNT ! PNT I -_ SEALED ----•- - --- -- - .�.._. _.._..�.- • -- -- 108 !STAIR #? CONIC ( RB +. - _PNT _4PNT _ - -- -.PNT ( - NT NT SEALED 109 TELEPHONE _ ..._ - _...._. '_ CONIC I -- - - - ---_ -! -- RR I _ PNT � - l IPNT PNT _ PNT SEALED T - - 110 (ELECTRICAL I CONC L _ I RB PNT PNT PNT PN SEALED _ 112 FIRE ti1ONITOR - - I CONC I - _RB 113 ELEVATOR LOBBY - --- ___.____ �_ __ _ �. PNT I . -� PNT PNT --.P GWB PNT 8'-0" CPT 3 - SEE T I. DRAWINGS 1 /TI A5.9A _ ' GWB PNT 10' -0" 114 CORRIDOR _ CPT -3 _ _ _ RB _--_ r SV - SV ' " SV '_ _'"......GWB PNT 10-0 HALL ---- -._... �.._. R t __ V GW ... CPT -3 _ B V V GWB P NT 0' 0" EPDXY -- _.S S _.. -�._ S ._..._....- 1 - ----t _._......_ _.... �- I__ 116 I iJANITOR COATING ,_- _- COVE FRP I -- - FRP _FRP FRP GWB PNT MAN -- ---------------- - - - - -- - ----- • - - - -- - ;• � ._.__ - - _._..... CT _ CT CT /PNT CT /PNT CT /PNT CT /PNT GWB PNT 118 WOMEN C _.._..._ _ T fi - CT CT /PNT CT/PNT CT /PNT CT /PNT GWB PNT 125___ -- 'SALLY PORT _ «_ (_GONG �-- ! RB I - - -- PNT 1 PNT _ — _- _ PNT PNT CONIC PNT _ - 126 ( OPEN OFFICE - CONC Mt ' - ._ - ' - - _ 129 OPEN OFFICE + CONIC % - .... -- - -.. ? ...._..� - -_ ' + ACT TFF - + 10' - 0" __..._ 1 ACT F 0' 0" __SHELL -ROOM FINISH SCHEDULE - SECOND FLOOR _ _ ROOM -- j - FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL C EILING I NO. SAS NO. ROOM NAME I M COLOR MAT. ; COLOR MAT CO MAT. I COLO M AT. COLOR - MAT. COL M AT. 3 FIN. HEI _ -_ - -- _ _ - OPEN OFFICE CONC -� --- - -- -- --- _ ACT i F- 9_0 AR 202 LOBBY 203 -f- - -. _.- -- - -- - - -- S --- �--- ------- -- --�- _--i- r�_ �'-- DRAWING ..... _..._ _ wt STAIR #1 SEE T I DRAWING - S SEALED -�- -. _ .. _------- - - - -. - .-- .•._.__ _._.__ ..... ___ _____. _.. _;.....__.._..._.___..�..._..._ _._._.___�__. _ _...j._.....__- .._._.._____ 1--- - - I ' 204 'STAIR #2 CONC RB I PNT PNT PNT L p PNT 'SEALED r � _", 1.._"". '"_""' '*"..'-`. ` _ I 205 I (TELEPHONE I CONC 1 RB NT i ... .. - - - - t - -- - - - - -_ - I , ..PNT � -_-._ � -PNT �_-- - --- -- �_ PNT � P "-- �- --- ._�•___ `-_ -�_ i � SEALED 206 !ELECTRICAL I , ,-- _ _ -_ _ R CONIC I RB ! PNT M �PNT PNT PNT SEALED j M 208 ...(_.._. __ . 'STAIR #3 CONIC ;_- - - - j_ RB - PNT PNT _ _.__L.._.PNT - PNT - PNT - I SEALED 209 ( TELEPHONE CONC. r ( ( _ RB PNT �..._ _!- PNT PNT 1___ - -PNT SEALED 1 210 -_^ - iELECTRICAI_ i CONC. I ( NT '- _ RB P PNT - - PNT I _ I PNT _ 213 ELEVATOR LOBBY ` - ` -'--'- _� ---l-- -�--- - CPT -3 SEE T. DRAWINGS - 17/TI A5.9B ; 0 - - 0' - CT CT _ T PNT _ _ /PNT ! g 2 CT CT /PNT CT /PNT I ,p ", CT /PNT � CT /PNT -- + - -._./ 22 WOMEN T }- _l. ^.� .. C CT GWB PNT _. ', M .... _... _.. -- .. -.. _.. -- _... _.. _ CT /PNT - CT /PNT ,I_._._. I GWB I PNT 9' -0" ; SHELL - ROOM FINISH SCHEDULE -THIRD FLOOR ROOM FLOOR - LOOR _ - BASE _ i NORTH WALL - - EAST WALL SOUTH WALL j _ WEST WALL CEILING -~ NO. ! SAS NO. ROOM NAME MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR r MAT. c COLOR - MAT. t COLOR MAT. FIN. HEIGHT iREMARKS - 301 yOPEN OFFICE -- - - - -- - CONC - -- - -- _ --- - -- _ - -- ACT FF - -- - - -- - - -- - -- 1 -_. T _ - - - - - -- � ---..0 ..�- --- ---- --rCT /PNT CT /PNT � � 9 . 302 -0„ WOMEN , - -- -- -- - --�- G ­_ PNT __._....... . _ -- -- - _ ...._..._. C T CT /PNT _CT /PNT _GWB PNT 9' -0" T T / PT CT/PNT -- 303 -- -.MEN .. _..._ __. _ _.C - - N - - CT /PNT CT /PNT - C �..._.. _.. _.....__ 1 -� CT ' GWB PNT SEALED 9 . 0 ., 304 ISTAIR #2 ( CONC I RB ' PNT I I PNT -_ I PNT PNT ( --- PNT i --- F -- - - -- - - - -'SEALED 305- _.._.__.____ 'TELEPHONE -- - I CONIC ! - _RB � - _� - PNT � ( PNT _PNT PNT -- r__S E A L E D -- - __ _.�-- .. ___ -- - •- ---- -- 306 !ELECTRICAL ( CONIC r ! RB PNT ! - PNT_ PNT �- PNT SEALED - -- ! 308 I STAR #3 CONC B I NT I NT PNT PNT -- - -- r - -- - R ( P P ( i - PNT I SEALED __�__- __...._._. _._ --- �309 TELEPHONE CONC I RB PNT PNT - -- - -- - -- - _.._. -_- -- _- - ---� I - -- ... - --- --�_ -- -1 - ____ _- -�- - --�-- - - -.-- _ PNT SEALED 310 ELECTRICAL CONIC. RB _ PNT PNT PNT PNT I DRAWINGS ! .. _.__..._._t 1 J. --- _ - - ---� — _ 1__ — ,--- -- — T--- -- - --. „ 313 ELEVATOR LOBBY CPT -3 SEE T. WINGS 17/TI A5 9B 10'-0 I _._ _........_._. _, __ ---- --- AMA FF - - SHELL -ROOM FINISH SCHEDULE - FOURTH FLOOR ROOM FLOOR _ BASE i ` NORTH WALL EAST WALL �- SOUTH WALL WEST WALL . -- CEILING NO SAS NO. ROOM NAME_ MAT. i COLOR MAT. COLOR MAT. } COLOR - MAT. I COLOR MAT. COLOR MAT. COLOR MAT. T FIN. HEIGHT 401 !OPEN OFFICE CONC r - SEALED ' - �__._____._ _ --- �_- ACT FF --- I 404 I ISTAIR #2 CONIC ! i RB I I PNT PNT PNT __. PNT PNT -- - - - - -- - _. -._ - -- - - - - -- - -- - SEALED -- - - -- - -•r- -- --•�- _- -•-�.. __ .-=- - - I _ . .. - -- - ._.- ..____._._ 405 TELEPHONE CONC + ' _. -- L. ---- - - - - -- _ PNT PNT PNT j PNT - ... SEALED -' - -- - _ !ELECTRICAL -__- - -- CONIC r _. - - - -RB PNT �^ PNT _ PNT_ PNT SEALED ( , - I 408 ; ! 1 STAIR #3 CONC RB PNT I .r. � "_ PNT SEALED I 409 I (TELEPHONE I _ - CONIC L - RB _ I ; - PNT I PNT PNT _ �PNT --- _ - SEALE D _ _ ( 410 I !ELECTRICAL _ _ _. __...... _ -... _GONG - _ I RB _ I PNT (_ _ PNT PNT I PNT I 4 1 3 ,ELEVATOR LOBBY CPT -3 - EE T I WINGS - A5.913 M-4 -- - 10-p S DRAWINGS I A F F , .SEALED �-_- -- - f---_- r I - I 416 �- I.iIaNITOR CONC ( RB I I PNT PNT �^ 91-01, _ -- _ . CT _ - _ _ -1-- - - . - - - -- -- - - -- _ I � ( PNT � � PNT � GWB PNT 9' 0" 417 MEN CT CT /PNT -- CT /PNT -..__ CT /PNT CT /PNT _�.__ __. 4 PNT 18 WOMEN 9' -0" _ W CT CT CT /PNT CT /PNT - + CT /PNT `- CT /PNT GWB PNT - - -- - ---- ---- -- - �. SHELL -ROOM FINISH SCHEDULE - ROOF ROOM FLOOR BASE i NORTH WALL EAST WALL ;- SOUTH WALL WEST WALL _CEILING �VO �+ SAS NO. ROOM NAM MAT COLOR MAT. COLO MAT. COLOR M CO LOR MAT. COLOR -- MAT. _ C OLOR MAT. HEIGHT FIN. ! ,SEALED ; FIRE FIRE FIRE - --�•- ! REMARK S I FIRE FIRE R01 ELEVATOR PENTHOUSE CONC --- I T PE APE PE Wg ..._ - _- - - - - -- •- - -- - - - - -- - �_ _ .. -- - - -. - -- TAPE T �_______- ...�- TA _APE I G TAPE SEALED R04 ! STAIR #2 CONC I RB P ( I NT �- PNT I ( j - -. PNT PNT 1- GWB I PNT - SEALED -- I _ R018 STAIR #3 I CONIC ' ! -- i RB -�- NT PNT I PNT _ NT WB PNT - ` - L P r of ., Cie f - i I CA1' JUN If 209 AS Mo r!*_LwFi DR116400, r_" MAY 2 7 20 ,i I I UVVD LOUNU 1 — 1P - I - 4 1 - - I - - J­ 4 CONC I * TP105 STORAGE SEAL GWB VV8 CON L L. - - - - L - c LcoNc Cow CONC CONC CONC TP 106 t (STORAGE SEAL GWB - GWB GWF3 GWB CONC CONC! TPI 10 DEMARKITELE ROOM SEAL I GWB GWB CONC 4 ­.- L - CONC i-CONC t•-' __ . _ �-- --._.. CONC/ TIP111 iEL.FVATOP MACHINE ROOM SEAL ICONC — - -L--- I GWB - GWB TENANT IMPROVEMENT - ROOM FINISH SCHEDULE - PARKING LEVEL 2 ROOM FLOOR BASE NORTH WALL -,EAST WALL -- SOUTHWALL ' CEILING NO. i SAS NO. ROOM NAME . COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR' FIN. HEIGHT MAT. COLOR MAT - -- R I REMARKS CbWC —/-- TP201 !STORAGE SEAL GWB GWB CONC --- - . -A.. I-- -- 1 1 CONC CONIC. -7 CONC/ TP202 ISTORAGE SEAL I GWB CONC. IPWB GWB CONC. TP205 ]STORAGE i SEAL GWB CONC. I GWB GWB CONC CONC/ "M206 ISTORAGE SEAL GWB CONC GWB L GWB [­--iCONG --J TENANT IMPROVEMENT - ROOM FINISH SCHEDULE - PARKING LEVEL 3 ROOM I FLOOR BASE NORTH WALL EAST WALL SOUTH WALL - WEST CEILING NO. SAS NO. ROOM NAME MAT. COLOR MAT. COLdR MAT. COLOR MAT. COLOR COLOR COLOR MAT- FIN. HEIGHT REMARKS GWB TP301 I RICF DRO STORAGE VCT-1 i RR N - tp .'DETENTION AMMO STO RAGE - VCT. i �CIVIU L 'T-'CONC CONC CO C CONC CONC r 302 RAGE RB - GWB CMU - GWB CONC r 1 --.. -2 TP303 'MAIL ­ ROOM VCT-1 RB -.GWB GWB ,GWB GWB CONIC AM 91 TP304 C010PUTER STORAGE VCT-1 RB GWI3 • GWB IGWB CONIC VCT-1 IRB _ GWB GWB CONC GW8 AM-2 TP305 -OFFICF j .­.-­­L­. PLAM! + PLAM TP306 ITOILET I GWB GWB GW B GWB FF S-v- L SV. : t -GwI L CONC GWB I GWB I GWB/ I GWB / ! I TP307 ;CANINE TA I G. C. T CT C. T ,, GWB IFF 4___PTA ' A—— L CONC CMU/ CMUI I TP308 ,VESTIBULE I VCT-1 GVJB CONC GWB _GWB TP310 VCT-1 RB _ ­ _ __ 1" CONC TL LE E ROOM CONC CONC GWB GWB CONC -- � -.- 1 TP311 LAN CLOSET VCT-1 CONC GWB T GWB CONC 'bONC .- ' - GWB - GWB -. ­ - t -- CONC TP312 KENNELSTORAGE VCT-1 RB CONC CONC GWB CONC TF 313 STORAGE VCT-1 RB GWB I* �,'O N C iCEILING SELECTIONS INCITE ALL TILE 2x4 AND GRID IS 15/1600 ,STONE TILE & GROUT SELECTIONS REF. PRODUCT SUPPLIER/MANUF. Size COLOR USEJREMARKS is r-1 Granite the LOCAL SUPPLIER Wx 1Z*x W121" Nero Impala Polished base at Lobt)y 12" x 12 " Sierra Whit S T -2 S e- f3iamond 8 field the at Lobby 1Gani . te tile COI, - D SP RINGS 3/ 841 ST-3 Gr anite tile Si erra White COLD SPRINGS :12" x 12"x S Thermal Meld the at entrance inot used � i /8 ,. Nero Absolute or 5 Granite tile. 4LOCAL SUPPLIER •��%eries x 3, Hima!yan Black Polished border to accent, diamond dots not used iST - -7 Granite the __ Rock\Alle White Diamond 8 accent 4 OLD SPRINGS 2" x 318" 0 4 4 iTh Poly fortified modify with �.._ , _ -. _ __ Sanded grout LATICRE rE 1500 series 11776admixture !G-3 I F pox y grout ILATICRETE Spectralock � `. ' + + f L STONE - L - -- - - -- ' -- - - � � - ..�.... -_ __ _--- ---,.. � ---- ._-- _----- • -..-'� .. .� -RFF -PRODUCT SUPPLIER/MANUF. -THICKNESS COLOR FINISH IS — tranite slab 'LOCAL SUPPLIER 2cm Nero Impala -Polished ;Wainscot S-2 Gravite slab COLD SPRINGS :2cm Sierr White Thermal (Risers IS-3 Grinite slab )COLD SPRINGS ;3cm ier -a White -Thermal [Treads L S-4 ' Granite slab 'COLD SPRINGS i3cm ierra White __ Stair tnm pieces _folished ... �. S-5 Granite slab i LOCAL SUPPI, IF R 2cm Desert Brown olished iPublic Contact Counter ; S-6 Granite slab LOCAL SUPPLIER cm Tropical Brown l Poliqhed :Rest. counters and I ­ � . I - --.- isplash Granite slab LO SUPPLIER 2cm TIC; Impala --- tPolisFied 'Triage counter �VINYL BASE SELECTIONS fNOTE: MIN JOINT SPACING @ 10' 0" and 5'-0" FROM CORNERS - -� REF. jMANUF. ( PRODUCT - - _G AUGE _ NUMBER iCOLOR i REMARKS - 14" Straight base RB-1A 'JOHNSONITE 49 Beige v�lh carpe, CPT-A _... __._.___..---- __ -.__ ___ -...� 'Thermoplastv. \Ariyl *traight hase RF3 16 JOHNSONITE OR 4" S 17ephyr ROPPE j 7hermopla%tic vinyl th carpet CPT-B 4m JOHNSONITE (DR ;4" Standard Toe E R13-2A ROPPF A9 , Berge wth VCT-A . _ . ­- - I ­ . ­_1 11 \.q JOHNSONiTE OR RB -213 ROPPE ith VCT-D _Zephyr JOHNSONITE OR :6" Standard Toe ,RI3-3A 1 /80. !49 ----.--+ROPPF Thermoplastic vinyl jBeige JO FINS o�ilff F4 F" Standard Toe RB 3B ROPPE IThermoplastic \Anyl 131 17ephyr 4-- VINYL WALLCOVERING SELECTIONS ' IDESCRIPTION WEIGHT WIDTH MANUFACTURER _ STYLE ---- 'COLOFi --- i .VWC-1 Type 11 21 oz ­ 54 :VERSA Echelon Tisana j 'VWC-2 IType 11 21 oz 64" tbd 1 not used ivenfy ► VWC-3 -Type 11 X21 oz :KOROSEAL 'Spectrum Ambertique I + 0 - T t �PAINT -REF. 'MANUFACTURER jPRODUCT INRC RNATE PRODUCT NRC IREF. 1 - 1 I I - - MANUF. ,SUBSTRATE FINISHING MPI ;MPI iG LOSS 1VOC M AN U 1 1 -- - 1 1 , iFINE FISSURED T ..LSYSTEM Product# LEVEL .--!RANG 824 White (vVH) ��WR I I i AM-1 ARMSTRONG ii 0.7 f INT 9.2A score to Second INT-1A AInterior Latex ___�52 _____ (eggshell) E 1 MOORE GWF3 ­ 4 L ook INT 9.2A PINT-113 I Ainterior Latex '52 G3 (eggshell) El AM-2 ARMSTRONG iOPTIMA OPEN I ---- I 11cl PLAN 3252 95 �P N T- 1 C Interior Latex A NIT 9.2A IG3 (eggshell) El vc I t !AM-3 ARMSTRONG (C LEAN ROOM VL .6 jPNT- 1 D 1 , GWB Interior Latex INT 9,2A '52 G3 (eggshell) iF1 !VINYL COMPOSITION TILE SELECTIONS GWB (FINE FISSURED 7 IREF. iMANUF. 'PRODUCT iSIZE ► COLOR NAME COLOR NUMBER LOCATION ' 1PINT-111 INT 9.2A AM-4 ARMSTRONG 1732 White (WH) 2 X '0.7 #115 Latex 152 G3 (eggshell) iVCT-A ­',�RIKETT - I Rikettquartz x 24" Parchment st floor Customer Service �24 I'P N T- 1 F GWB 'Interior Latex ;INT 9 2A* :52 2 grid 3 (eggshell) -El I cl 1VCT-B IKETT '­ x 24" tE 4144 spresso 4-- I - A 11 st floor Customer Service IVCT-C -RIKETT Rikettquartz 124" x 24" - 'Tuxedo Black #075 �PNT-`IG - '.GWB —7 intenor Latex INT 9 2A ---�-52 ___;. G3 (eggshell) :E1 ICI 'CON '1 st floor Customer Service iGWB Interior Latex INT 9.2A PN'T-2 --1 43 ;G4 (satin) !E1 VCT-D 12 RIKETT ikettquartz 12" x 12" :Shadow Grey -3 GWR Antericir Latex GB ' R PNT INT 9-2A iG5 (serni- 'El #214 43reak Room T429 llnterior Latex INT 9 2A 1 14 G6 (gloss) 'VCT-D 24 RIKETr Rikettquartz 241 x 24" 'Shadow Grey *214 Processing Room T1 10 PNT-4 jGW8 ;GB-2 E 1 GB-3 1 PNT -5 IMetal IVCT-E iRIKETT Rikettquartz Ught Brown 4128 Interior Alk 'INT 5 3C (semi-gloss' El 24" x 24" Processing Room T1 JG5 'VCT ­11RIKETT 12" x 12" Mi d T *646 -F Rikettquartz i MC - t iBreak Room T429 . . . . ............... Ly C SDT Static Dis s I pat ive x 12" �tCT-H -�JRIKETT T-G 92" x 12" Span sh Moss t T Rikettquarlz I I I �#708 — 1 - Break Room T429 iPNT-6 etal : . MS-1 _4ARMSTRONG --linerior Alk _JINT 5.1 —� I [MS-2 PNT-7 Concrete !Interior Latex i INT 3. 1A TG3 (e­­g­g 1 MIS CELLANEOUS FINISHES lConcrete nterior Floor sealer 'INT 3 2G 99 El IREF. MANUFACTURER PRODUCT 1i50L NAME --- 60LOR NUMBER tCOMMENT -E wo cotnpori��t tpoxy Acrylic �PNT-8 ;CARPET SELECTIONS le seftcave UseE 5320 vi GACOF LL X Latex coating MV20L 18 2 Mit LIKEN CARPET 'FACE STYLE AEF 2 TNF-ML(, r wro Tread Series 280 INT 3 1 E (1) coat MPI' �R E F. 1PRODUCT MANUFACTURER iSTYLE ICOLOR NAME COLOR NUMBER ------- IT JPNT-9 l concrete Interior Latex* I 08. 107, 108 WEIGHT NUMBER RP -1 CRANE KEI\ALrrF. Glasbord FRP Panels 'White ACOMS0606 to match Cj I jF2 modified 53 1CPT-A 1'100% nylon Broadloom SHAW 28 oz f63 19COOOE't Castle 107123 Ck-ar • modi I i ;Nlletn) 131 It's onh nattintl �95220 CONSIRUCTION G3 PediTred LP in level base --4 CP 1 -1 SPECLAI TIES frame Gray �A Aluminum ex T-13 00% nylon Broadloom SHAW 128 oz rtA I I ipplc �IF xterior Brush Tread ame J- - 4 1 .Interior High Solids iCPT-C 1100% nylon Broadloom 32 Chocollate 43711 EM 11 First Appearance role Urbanite Brown ,PINT-10 , Horiz concrete Epoxy W 6 INT 3.2L 93 G6 (gloss) jE3 SHAW oz. ;I 4opian III _t4043 131 T" I � � � IT-PART ACCURATE 'Powder coated steel toilet I , nterior High Solids PAR n I K)NS 1pariiuons 1132 . ..... tP-PART MODERNFOLD f3a_rle PN r - 1 1 lConc block INT 4 2G 77 E3 932-S 50 STC 'Y 116 Epoxy W B + L -H P. Architectural t �._ _ .._- ---- -- � - -- - - - -- - .__... PNT-12 Conc. block . Latex INT 4 2E '143 G4 (satin 'E3 eft 0 -1 P­ Arc hitectural Tt jus F NT- 13 Conc. block INT 4 2D 1146 iG4 (satin) E1 L PLASTIC LAMINA x I 1 1REF. - PRODUCT MANUFACTURER tLate -4 - �66LOR COLOR NUMBER AS 4- El Pre- finished %��j t PL -1 LAMINART E spresso Annigre No. 917 ,PNT-14 Concrete Exterior latex tinted 7 ve neers �_-- .._..___... __ _» Pnrner EXT 3, 1F CERAMIC TILE & GROUT SELECTIONS Multico4or­ REF. iPRODUCT __ � _.. __ _ _ MANUFACTURER SIZE STYLE __ICOLOR 1 796 t. — .-+ .------4 PL-2 Plastic Laminate IWILSONART :Bumished Chestnut 4 -60 CT-1 Porceiain tile - floor -A TLAS CONCORLk 18" x 1 Ir •1ounge Crema !PNT-15 i Horiz. concrete 4 _160 Exterior Floor EXT 73 2H ; CT-1 Porcelain tile - wall ATLAS CONCORDE 18" X 18" 'Lounge r1ma L-3 Plastic Laminate IWILSONART Pearl Mist LS D486-07 7 5 I P • i th 7 1 1C o­r S wi t Vert concrete or cel a in tile - floor j CT-2 ­MD 13" X 3" ;accent i PL-4 Plast ( S t o rm AfA y 7 2 CO4 ­ A - ­­­- - .. -- ---- �- / &# 44 ic Laminate F Solidz 3505-58 i58 matte ,PNT-17 !Metal 4 I X ,Exterior EXr CT 3 Glazed wall tile jPAL TILE T13D A 1CT-4 Porcelain tile - floor fir X S ., Porcearto I -- PL-5 'Plastic Laminate IFORMICA Graphite 837-58 P '58 matte 1 1 IN T E XT t!)AL TILE [Granitt Porcealto Porcelain tile - floor base X 80 ICT-5 DAL ME IPL-6 Plastic Laminate NEVAMAIR Charcoal Essence I ES6-2 f PNT- 19 iGWB Interior Latex INT 9-2A 52 RA LP' Fi ---r12�-Anfi—qLW-­---'1 - - G3 (eggshell) iEl ILAUREN G-1 -sanded grout 1LATICRETE 15W sefift PL -7 'Plastic Laminate jt ILA bd G-2 unsarx3ed grout LATICRETE 1600 series L2 E3 PNT-20 IGWB 'Interior Latex INT 92A 1 43' t (satin) custom ' PL -8 'Plastic Laminate ;tbd ;PL-9 Plastic Laminate !G-3 epoxy out -LATICRETE Spectra Lock __j -FORMICA Collmc" PNT-21 LANCE MUELLER 6 ASSOCIATES A R G H I T E C T 9 A I A 130 LAKESIDE - SEATTLE, WA 98122 - 206 325 2553 S A ACBEY CORPORATION DEPARTMENT OF HOMELAND SECURITY SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WASHINGTON PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY DO TENANT IMPROVEMENT - ROOM FINISH SCHEDULE - PARKING LEVEL I ROOM FLOOR EASE NORTH'.VALL EAST WALL SOUTH WALL - -- WEST WALE — ­CEILING NO. . NO. ROOM NAME wilow— MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR*­ MAt.­;" FIN. HEIGHT — ­ - 4� - REMARKS, CONC/ 1-- I -- - - - TP1011 .STORAGE SEAL GWB i GWB B CONC CONC CONIC CONC/ CONC CONC -_ _ ....�_ ___ —_ _._ -_._ -� TP102 STORAGE qFAI I f-%kAtQ r-%AfQ I I UVVD LOUNU 1 — 1P - I - 4 1 - - I - - J­ 4 CONC I * TP105 STORAGE SEAL GWB VV8 CON L L. - - - - L - c LcoNc Cow CONC CONC CONC TP 106 t (STORAGE SEAL GWB - GWB GWF3 GWB CONC CONC! TPI 10 DEMARKITELE ROOM SEAL I GWB GWB CONC 4 ­.- L - CONC i-CONC t•-' __ . _ �-- --._.. CONC/ TIP111 iEL.FVATOP MACHINE ROOM SEAL ICONC — - -L--- I GWB - GWB TENANT IMPROVEMENT - ROOM FINISH SCHEDULE - PARKING LEVEL 2 ROOM FLOOR BASE NORTH WALL -,EAST WALL -- SOUTHWALL ' CEILING NO. i SAS NO. ROOM NAME . COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR' FIN. HEIGHT MAT. COLOR MAT - -- R I REMARKS CbWC —/-- TP201 !STORAGE SEAL GWB GWB CONC --- - . -A.. I-- -- 1 1 CONC CONIC. -7 CONC/ TP202 ISTORAGE SEAL I GWB CONC. IPWB GWB CONC. TP205 ]STORAGE i SEAL GWB CONC. I GWB GWB CONC CONC/ "M206 ISTORAGE SEAL GWB CONC GWB L GWB [­--iCONG --J TENANT IMPROVEMENT - ROOM FINISH SCHEDULE - PARKING LEVEL 3 ROOM I FLOOR BASE NORTH WALL EAST WALL SOUTH WALL - WEST CEILING NO. SAS NO. ROOM NAME MAT. COLOR MAT. COLdR MAT. COLOR MAT. COLOR COLOR COLOR MAT- FIN. HEIGHT REMARKS GWB TP301 I RICF DRO STORAGE VCT-1 i RR N - tp .'DETENTION AMMO STO RAGE - VCT. i �CIVIU L 'T-'CONC CONC CO C CONC CONC r 302 RAGE RB - GWB CMU - GWB CONC r 1 --.. -2 TP303 'MAIL ­ ROOM VCT-1 RB -.GWB GWB ,GWB GWB CONIC AM 91 TP304 C010PUTER STORAGE VCT-1 RB GWI3 • GWB IGWB CONIC VCT-1 IRB _ GWB GWB CONC GW8 AM-2 TP305 -OFFICF j .­.-­­L­. PLAM! + PLAM TP306 ITOILET I GWB GWB GW B GWB FF S-v- L SV. : t -GwI L CONC GWB I GWB I GWB/ I GWB / ! I TP307 ;CANINE TA I G. C. T CT C. T ,, GWB IFF 4___PTA ' A—— L CONC CMU/ CMUI I TP308 ,VESTIBULE I VCT-1 GVJB CONC GWB _GWB TP310 VCT-1 RB _ ­ _ __ 1" CONC TL LE E ROOM CONC CONC GWB GWB CONC -- � -.- 1 TP311 LAN CLOSET VCT-1 CONC GWB T GWB CONC 'bONC .- ' - GWB - GWB -. ­ - t -- CONC TP312 KENNELSTORAGE VCT-1 RB CONC CONC GWB CONC TF 313 STORAGE VCT-1 RB GWB I* �,'O N C iCEILING SELECTIONS INCITE ALL TILE 2x4 AND GRID IS 15/1600 ,STONE TILE & GROUT SELECTIONS REF. PRODUCT SUPPLIER/MANUF. Size COLOR USEJREMARKS is r-1 Granite the LOCAL SUPPLIER Wx 1Z*x W121" Nero Impala Polished base at Lobt)y 12" x 12 " Sierra Whit S T -2 S e- f3iamond 8 field the at Lobby 1Gani . te tile COI, - D SP RINGS 3/ 841 ST-3 Gr anite tile Si erra White COLD SPRINGS :12" x 12"x S Thermal Meld the at entrance inot used � i /8 ,. Nero Absolute or 5 Granite tile. 4LOCAL SUPPLIER •��%eries x 3, Hima!yan Black Polished border to accent, diamond dots not used iST - -7 Granite the __ Rock\Alle White Diamond 8 accent 4 OLD SPRINGS 2" x 318" 0 4 4 iTh Poly fortified modify with �.._ , _ -. _ __ Sanded grout LATICRE rE 1500 series 11776admixture !G-3 I F pox y grout ILATICRETE Spectralock � `. ' + + f L STONE - L - -- - - -- ' -- - - � � - ..�.... -_ __ _--- ---,.. � ---- ._-- _----- • -..-'� .. .� -RFF -PRODUCT SUPPLIER/MANUF. -THICKNESS COLOR FINISH IS — tranite slab 'LOCAL SUPPLIER 2cm Nero Impala -Polished ;Wainscot S-2 Gravite slab COLD SPRINGS :2cm Sierr White Thermal (Risers IS-3 Grinite slab )COLD SPRINGS ;3cm ier -a White -Thermal [Treads L S-4 ' Granite slab 'COLD SPRINGS i3cm ierra White __ Stair tnm pieces _folished ... �. S-5 Granite slab i LOCAL SUPPI, IF R 2cm Desert Brown olished iPublic Contact Counter ; S-6 Granite slab LOCAL SUPPLIER cm Tropical Brown l Poliqhed :Rest. counters and I ­ � . I - --.- isplash Granite slab LO SUPPLIER 2cm TIC; Impala --- tPolisFied 'Triage counter �VINYL BASE SELECTIONS fNOTE: MIN JOINT SPACING @ 10' 0" and 5'-0" FROM CORNERS - -� REF. jMANUF. ( PRODUCT - - _G AUGE _ NUMBER iCOLOR i REMARKS - 14" Straight base RB-1A 'JOHNSONITE 49 Beige v�lh carpe, CPT-A _... __._.___..---- __ -.__ ___ -...� 'Thermoplastv. \Ariyl *traight hase RF3 16 JOHNSONITE OR 4" S 17ephyr ROPPE j 7hermopla%tic vinyl th carpet CPT-B 4m JOHNSONITE (DR ;4" Standard Toe E R13-2A ROPPF A9 , Berge wth VCT-A . _ . ­- - I ­ . ­_1 11 \.q JOHNSONiTE OR RB -213 ROPPE ith VCT-D _Zephyr JOHNSONITE OR :6" Standard Toe ,RI3-3A 1 /80. !49 ----.--+ROPPF Thermoplastic vinyl jBeige JO FINS o�ilff F4 F" Standard Toe RB 3B ROPPE IThermoplastic \Anyl 131 17ephyr 4-- VINYL WALLCOVERING SELECTIONS ' IDESCRIPTION WEIGHT WIDTH MANUFACTURER _ STYLE ---- 'COLOFi --- i .VWC-1 Type 11 21 oz ­ 54 :VERSA Echelon Tisana j 'VWC-2 IType 11 21 oz 64" tbd 1 not used ivenfy ► VWC-3 -Type 11 X21 oz :KOROSEAL 'Spectrum Ambertique I + 0 - T t �PAINT -REF. 'MANUFACTURER jPRODUCT INRC RNATE PRODUCT NRC IREF. 1 - 1 I I - - MANUF. ,SUBSTRATE FINISHING MPI ;MPI iG LOSS 1VOC M AN U 1 1 -- - 1 1 , iFINE FISSURED T ..LSYSTEM Product# LEVEL .--!RANG 824 White (vVH) ��WR I I i AM-1 ARMSTRONG ii 0.7 f INT 9.2A score to Second INT-1A AInterior Latex ___�52 _____ (eggshell) E 1 MOORE GWF3 ­ 4 L ook INT 9.2A PINT-113 I Ainterior Latex '52 G3 (eggshell) El AM-2 ARMSTRONG iOPTIMA OPEN I ---- I 11cl PLAN 3252 95 �P N T- 1 C Interior Latex A NIT 9.2A IG3 (eggshell) El vc I t !AM-3 ARMSTRONG (C LEAN ROOM VL .6 jPNT- 1 D 1 , GWB Interior Latex INT 9,2A '52 G3 (eggshell) iF1 !VINYL COMPOSITION TILE SELECTIONS GWB (FINE FISSURED 7 IREF. iMANUF. 'PRODUCT iSIZE ► COLOR NAME COLOR NUMBER LOCATION ' 1PINT-111 INT 9.2A AM-4 ARMSTRONG 1732 White (WH) 2 X '0.7 #115 Latex 152 G3 (eggshell) iVCT-A ­',�RIKETT - I Rikettquartz x 24" Parchment st floor Customer Service �24 I'P N T- 1 F GWB 'Interior Latex ;INT 9 2A* :52 2 grid 3 (eggshell) -El I cl 1VCT-B IKETT '­ x 24" tE 4144 spresso 4-- I - A 11 st floor Customer Service IVCT-C -RIKETT Rikettquartz 124" x 24" - 'Tuxedo Black #075 �PNT-`IG - '.GWB —7 intenor Latex INT 9 2A ---�-52 ___;. G3 (eggshell) :E1 ICI 'CON '1 st floor Customer Service iGWB Interior Latex INT 9.2A PN'T-2 --1 43 ;G4 (satin) !E1 VCT-D 12 RIKETT ikettquartz 12" x 12" :Shadow Grey -3 GWR Antericir Latex GB ' R PNT INT 9-2A iG5 (serni- 'El #214 43reak Room T429 llnterior Latex INT 9 2A 1 14 G6 (gloss) 'VCT-D 24 RIKETr Rikettquartz 241 x 24" 'Shadow Grey *214 Processing Room T1 10 PNT-4 jGW8 ;GB-2 E 1 GB-3 1 PNT -5 IMetal IVCT-E iRIKETT Rikettquartz Ught Brown 4128 Interior Alk 'INT 5 3C (semi-gloss' El 24" x 24" Processing Room T1 JG5 'VCT ­11RIKETT 12" x 12" Mi d T *646 -F Rikettquartz i MC - t iBreak Room T429 . . . . ............... Ly C SDT Static Dis s I pat ive x 12" �tCT-H -�JRIKETT T-G 92" x 12" Span sh Moss t T Rikettquarlz I I I �#708 — 1 - Break Room T429 iPNT-6 etal : . MS-1 _4ARMSTRONG --linerior Alk _JINT 5.1 —� I [MS-2 PNT-7 Concrete !Interior Latex i INT 3. 1A TG3 (e­­g­g 1 MIS CELLANEOUS FINISHES lConcrete nterior Floor sealer 'INT 3 2G 99 El IREF. MANUFACTURER PRODUCT 1i50L NAME --- 60LOR NUMBER tCOMMENT -E wo cotnpori��t tpoxy Acrylic �PNT-8 ;CARPET SELECTIONS le seftcave UseE 5320 vi GACOF LL X Latex coating MV20L 18 2 Mit LIKEN CARPET 'FACE STYLE AEF 2 TNF-ML(, r wro Tread Series 280 INT 3 1 E (1) coat MPI' �R E F. 1PRODUCT MANUFACTURER iSTYLE ICOLOR NAME COLOR NUMBER ------- IT JPNT-9 l concrete Interior Latex* I 08. 107, 108 WEIGHT NUMBER RP -1 CRANE KEI\ALrrF. Glasbord FRP Panels 'White ACOMS0606 to match Cj I jF2 modified 53 1CPT-A 1'100% nylon Broadloom SHAW 28 oz f63 19COOOE't Castle 107123 Ck-ar • modi I i ;Nlletn) 131 It's onh nattintl �95220 CONSIRUCTION G3 PediTred LP in level base --4 CP 1 -1 SPECLAI TIES frame Gray �A Aluminum ex T-13 00% nylon Broadloom SHAW 128 oz rtA I I ipplc �IF xterior Brush Tread ame J- - 4 1 .Interior High Solids iCPT-C 1100% nylon Broadloom 32 Chocollate 43711 EM 11 First Appearance role Urbanite Brown ,PINT-10 , Horiz concrete Epoxy W 6 INT 3.2L 93 G6 (gloss) jE3 SHAW oz. ;I 4opian III _t4043 131 T" I � � � IT-PART ACCURATE 'Powder coated steel toilet I , nterior High Solids PAR n I K)NS 1pariiuons 1132 . ..... tP-PART MODERNFOLD f3a_rle PN r - 1 1 lConc block INT 4 2G 77 E3 932-S 50 STC 'Y 116 Epoxy W B + L -H P. Architectural t �._ _ .._- ---- -- � - -- - - - -- - .__... PNT-12 Conc. block . Latex INT 4 2E '143 G4 (satin 'E3 eft 0 -1 P­ Arc hitectural Tt jus F NT- 13 Conc. block INT 4 2D 1146 iG4 (satin) E1 L PLASTIC LAMINA x I 1 1REF. - PRODUCT MANUFACTURER tLate -4 - �66LOR COLOR NUMBER AS 4- El Pre- finished %��j t PL -1 LAMINART E spresso Annigre No. 917 ,PNT-14 Concrete Exterior latex tinted 7 ve neers �_-- .._..___... __ _» Pnrner EXT 3, 1F CERAMIC TILE & GROUT SELECTIONS Multico4or­ REF. iPRODUCT __ � _.. __ _ _ MANUFACTURER SIZE STYLE __ICOLOR 1 796 t. — .-+ .------4 PL-2 Plastic Laminate IWILSONART :Bumished Chestnut 4 -60 CT-1 Porceiain tile - floor -A TLAS CONCORLk 18" x 1 Ir •1ounge Crema !PNT-15 i Horiz. concrete 4 _160 Exterior Floor EXT 73 2H ; CT-1 Porcelain tile - wall ATLAS CONCORDE 18" X 18" 'Lounge r1ma L-3 Plastic Laminate IWILSONART Pearl Mist LS D486-07 7 5 I P • i th 7 1 1C o­r S wi t Vert concrete or cel a in tile - floor j CT-2 ­MD 13" X 3" ;accent i PL-4 Plast ( S t o rm AfA y 7 2 CO4 ­ A - ­­­- - .. -- ---- �- / &# 44 ic Laminate F Solidz 3505-58 i58 matte ,PNT-17 !Metal 4 I X ,Exterior EXr CT 3 Glazed wall tile jPAL TILE T13D A 1CT-4 Porcelain tile - floor fir X S ., Porcearto I -- PL-5 'Plastic Laminate IFORMICA Graphite 837-58 P '58 matte 1 1 IN T E XT t!)AL TILE [Granitt Porcealto Porcelain tile - floor base X 80 ICT-5 DAL ME IPL-6 Plastic Laminate NEVAMAIR Charcoal Essence I ES6-2 f PNT- 19 iGWB Interior Latex INT 9-2A 52 RA LP' Fi ---r12�-Anfi—qLW-­---'1 - - G3 (eggshell) iEl ILAUREN G-1 -sanded grout 1LATICRETE 15W sefift PL -7 'Plastic Laminate jt ILA bd G-2 unsarx3ed grout LATICRETE 1600 series L2 E3 PNT-20 IGWB 'Interior Latex INT 92A 1 43' t (satin) custom ' PL -8 'Plastic Laminate ;tbd ;PL-9 Plastic Laminate !G-3 epoxy out -LATICRETE Spectra Lock __j -FORMICA Collmc" PNT-21 LANCE MUELLER 6 ASSOCIATES A R G H I T E C T 9 A I A 130 LAKESIDE - SEATTLE, WA 98122 - 206 325 2553 S A ACBEY CORPORATION DEPARTMENT OF HOMELAND SECURITY SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE, WASHINGTON PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY DO PARKING LEVELS FINISH SCHEDULES Taa 4EM SET MAI-& I SKET 11 A 02A NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER date NEEDED 2-5-04 0.1 ISSUE DATE NO. ISSUE DATE N jQro -0. 02-135 v11--7 RE IERE drover, by T-CT chocked by 1 UJM (MICE P MU[LL1M' 6. F. PARKING LEVELS FINISH SCHEDULES Taa 4EM SET MAI-& I SKET 11 A 02A NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER date NEEDED 2-5-04 0.1 ISSUE DATE NO. ISSUE DATE N 0 6 TENANT IMPROVEMENT - FINISH SCHEDULE FIRST FLOOR _ r + ROOM i r _ - _ �..___ _ ......._ FLOOR BASt NOPTH WALL EAST WALL SOUTH WALL WEST WALL CEILING + I NO. SAS NO. ROOM NAME '. MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. FIN. HEIGHT (REMARKS ; 6 - T100 .�- __VESTIBULE ...._.......... �._.._..._._. _...�,._- ...____�____.__....._ ' GWB � - PNT 10''x" ._�ZOUSTICAL SEE DWGS ' j 1 i 1_. T10 S -10 INATURALIZATION CEREMONY ROOM CPT - RB AWC -1 ------ ___L_AWC -1 _ _ _ _ AWC -1 1 AM 5 17-0" COVERING + V SITOR BOOTH VCT1 RB = PNT + PNT _ r PNT = 9 1- T , 103 � ' IV T MS - 1 PNT ._ -T 5 - 10 ' VISITOR BOOTH � - 1 ___. _ _ RB �PNT PNT _ _PNT P NT 1 � �. ____...__.t__. _-- - --P MS - PNT _.._0' -0► T 20 +INCOMING /OUTGOING PROP STOR VCT -1 R I PNT j PNT PNT 1 PNT ._. _.. _ + A STORAGE �..VCT•1 _.. ___..�...... I - -- - - -_ T T105 20 SLEEPING MT �--- +.-- -- .- - ,�., _...._.......� . .�. RB •,..____...____+•_., _PNT PNT PNT � - PNT T106 S-6 FEMALE H t" � OLDING VCT•2 RB _PNT PNT PNT _ MSA PNT 10'-0" r �T107 S MALE HOLDING — ` -- VCT - 2 RB PNT PNT PNT + — { p NT T108 fi - 'MALE HOLDING DIN c, -- - T - 4 - _ _... _. r--- --.-- - •-- ---- -- - t --- _ ____... _ ..PNT .. - - - - M S 1 - - 1 0 � _._ T109 � M_ S-6 .. F VC 2 .._ _._.. ._ -_.... RB _.� ._... _ _ PNT PNT � PNT .__ ._ ' PNT M 5 1 _ _,. .PNT EMALE HOLDING VCT -2 RB NT + PNT _PNT * NT - _ ._. P 1 �......_ ......_ _ .._ _ y _ -... .«. ......._. _._..._J.. 1 0 M - I P . i10' CLNG � RAISED T110 L — 29 PROCESSING ROOM -- _ _ ` 1 V. ^.T -1 i RB PNT I I PNT PNT ` PNT I j S. 1 - till � -- .� }- - - - - -- -- i -- -++- •--- __.__� �. ... r- �_._.•_..__... •t-_ _.__ -- __._ _....._w -.._ M 2 t _PNT ,_� ' _11-0" T LATFORM (ACCESS CORRIDOR CID: RB VWC -2 3 _ VWC -2 VW r, 2 t VWC -2 WB PNT - -Or' ^ j SEALEO _ �- •_ +SEALED TSEALEG '� SEALED ^ r -� • - -•._- _.,.__.__. ,._ .�. � T112 (MECHANICAL CONC LOCK LO K K SEALED + , � L........._ 8 C 1 BLOC BLOCK CONC �T113 I ELEVATOR LOBBY T- _ ..._ _ _... CP 5 - PNT • .._. —,.. _+.+. _ri ._ +_rte_ _. _ — `I -r._.. _J .4.... ..- ....._ -- +►_.w...M_-....1..w• W g ._—.r .!_+ —..w.► SEALED •� SEALED ISEALED SEALED t Ti 4 ; MECHANICAL CONC I i i _ _ _ ,. � _ _ � BLOCK BLOCK BLOCK BLOCK CONC ` - T115 6-8 SEGREGATED CELL VCT - _ RB PNT _ PNT PNT _ _PNT 1 _PNT __MS L 9 -0" ON T116 RB ` � - . EGREGATED CELL -ADA •—- VCT -1 — '` PNT _PNT PNT NT i _ -+ MS -1 PNT 9' -0" T117 S - 8 SHOWER VCT -1 RB PNT PNT PNT PNT s ' }--.- _ -;-- -- ..� - - - ....... -.. r. 1 i MS-1 PNT 9 -0" T1 i8 + S - 8 SEGREGATED CELL VCT - 1 RB _ PNT PNT PNT � ' , �._._. - i ....... .. _....._ _ .. `. _ �--- -{--M S 1 _ PNT 9' - T119 S -8 SEGREGATED CELL VCT -1 _ _ RB PNT' - PNT PNTMS -1 PNT ' 9 -0' -- FOOD SERVIC - ..�... - �.. - -- __ -- ---- -' •�--- .._ �_ PNT PNT 1 MS 1 PNT 9 ; E 'CT - � RB PNT t , _PNT + PNT �- .�. l "- T121 = SEARCH ROOM 7.20 VCT -1 �' �RB PNT PNT ; PNT pNT MS ­ E — -1 PNT X10' -0" T122 7_' _ PROPERTY �"�- �?"""' - -- _ .-+.4— -«.- r— ____ .. _.._._- --. ----- -VCT -1 _ ...__._RB __..__. _.. PNT _._ - PNT + _PNT #......- PINT i( MS -1 PNT - 10'-0" T123 r- - 14 INTERVIEW ROOM - w CPT -1 RB I t -- - - - ; r.._ ._. _ PNT _ _ PNT _PNT PNT _L .j_._AM'1 FF 9 - -- 124 SECURE CORRIDOR VCT -1 T RB PNT J _ PN PNT PNT ! MS -1 PNT i - - - FF T125 3 _ jCOPYNVORK ROOM - VCT - 1 RB _PNT PNT PNT PNT AM 2 f - 9 T126 5 - 12 SECURE WEAPONS VCT - ► RB _PNT r PNT PNT PNT AM FF 9' ' T127 _ ? OPEN WORK AREA - - �CPT 1 RB *_ PNT �- PNT ' _PNT } _PNT AM PNT 10'-0" + ' t~ T128 C _�DOS CLOSET _ - CPT -2 RB �� PNT + �- _ ,�-_ - - ----� --PNT _. �_. PNT — PNT -- - - �.w. T129 S -18 ~LAN CLOSET VCT -3- �---- -�::- ~ . 1 PNT � 9' -0" ......._. -_ _.._. -- �.. RB PNT _.._...__. _..__. PNT _- _ PNT PNT , T130 _ _ OPEN WORK AREA ....___.. - CPT - __. _ .__... .._ __ . ___....z- PNT r " PNT - -�• NT _�_ __.._ _.____. T , f _ F F - T131 C DESK OFFICER t- _.___..___ .► .. ..�..__.._.... _ . _.........._._._.�._ _ -�. -- -- P __ ___._ PNT _. __ AM - � .__ . _ _ .. _.. I CPT - RB , �- PNT I PNT _�- 1_ - , _- • • ._� .. ; T! 32 ' C SIEA OFFICE P _..� r ..._______ .. _____- : -- _ f ___.. i_ PNT _��- PNT .,, FF 10-0 4. _ ._.._.� C T -2 _ -_ �- __ _ T _�.._.. _..-. �.... � ...___...__. _..._._,........� SEALED ' ..._._.__...,_._ RB .;.... _ SEA T PNT +_... pN ' �._..: -_. .�... AM -1 s.... ► 10' -0" I LED SEA. -ED ' SEALED + T1 33 -� MECHANICAL C ONC. I - BLOCK BLOCK. — HLU:,K _ BLOCK I CONC — -- T1355 -16 _BREAK ROOM VCT -1RB PNT f'N+ y PNT PNT AM_2_ T136 .SERVER ROOM _ '+ RIB PNT ' "P_NT -- • ---- -- _ _ i`--- FF , 9-Or VCT -3 _ PNT P'V j T137 _..... __._ -- "STORAGE __... ~ _.._.__._.� ----. VCT -1 r _.RB ------------ --i- -- -pNT ? ~� PNT PNT PNT - :......_i4M 1 FF 8 _STORAGE _ _. .-. VCT 1 .. _ .�._ 9 -G r - T13 f- R B ' ' NT _;... .., PNT N AM- --R"_ FF ' T139 ` OPEt'J WORK AREA _.�... _...._.._�.._ -P -�--- - +-�. -- PNT _._�...._ PNT ..... -• ---� _. _- CPT -1 RB _PNT PNT _ PNT M 1 F � . T140 3 _ - .�.- �--- `- _ -__- RB .... _ r -._ A -�— - F �.._._........ COPY ROOM ,_,+ - — VCT -1 �'- ..__ PNT �-- PNT 7 PNT _t PNT M 2 FF -t7' T141 OPEN WORK AREA VCT - � Rg y ONT PNT ; PNT PNT �'- AM -2 FF 1 10' -0" 7T142 #_C _ ;IBIS ROOM - _ CPT -2 RB _PNT T PNT + PNT PNT PNT LT143 C AM -1 FF 9' -0" SITE SUPERVISOR , - N CPT -2 RB � PNT - PNT -- PNT T _ ...._.. ..Z_. , -_ - .�..- .___•- _-..�. - • t � AM -1 FF r ...._.. - _ ±CPT -2 _ i PNT .t_._ . 114 _.•.... .�_. _,� - ! RB P NT ,� _.. T144 C ASC MANAGER -�- _._ PNT - --- PN AM 1 _ FF 9' -0" ._._ 5 12 .PHOTO PRINT AREA i VCT - - RB T + _� �-•- .. T146 ' C :I -90 ROOM - - ° -'-- - -_.__ , ._ - - _ } PN __ PNT .� .___ _._..___. L - PvT AM - _ FF 10-0 �_ _ _ .► CPT -? ..___._. ... _ RB ► - - f_�PNT _ __.._ ?.� -PNT = -~ PNT PNT t-AM -1 FF 9'- r T150 -- OPENWORK AREA .._.__.._.__.._. CPT -1 _...___ .. ,_. R .� -- ' PNT Y r � - PNT .. t PNT PNT _ AM -1 {.�T151 31 !CONFERENCE ROOM _ CPT -2 RB PNT PNT _T PNT I PNT AM -2 FF i _T152 28 tA/V STORAGE' ' -'�- � T ' _PNT �' PNTAM -2 FF 0" M _ VCT - RED i PNT PNT �� +"" T153 t_ -18 'LAN CLOSET __ _ -_r VCT -3 ' _ i _ RB -- YPNT !. - - - PN� ���� PNT ' - PN� �— i __ �`•" T154 � 10 CHILDREN'S PLAY AREA _ _ VCT -1 RB��� PNT - NT y T155 5 SUPPLY STORAGE ROOM + - - - -- _ j - + NT PN T AM -2 - �1= F '-0' T156 � OPEN WORK AREA VCT - PNT PNT _ PNT I yw - - �T _ + g G CPT -1 _ �'� AM -2 FF � �.- r . _ _ . �._ .. �.- __.. . T157 _._. _...w__.- .__.__.. -- i- �--_ ', ....... _ RB __ PNT �. -- - _ .,._PNT t. - -- - -- t PNT _PNT �_ AM 1 �F - � - �. ,__ - 4---- _3 ;COPY AREA VCT 1 RB -' _PNT PNT PNT i PNT AM -2 1 .'"�....."" - --- --:-- _ --+^'— . -- �' T -------- ---- = � T158 C FF PRIVATE OFFICE CPT-2 } ' ��_'�-_` PNT , PNT_ _PNT PNT AM -1 + FF RB T159C - PRIVATE OFFICE CPT -2 RB PNT T' PNT PNT PNT' AM- 1FF `10' - 0" T160 15 ,PUBLIC CONTACT COUNTER _ CPT -1 , + ~�— RB _ PNT = PNT PNT PNT AM -1 FF + T165 10 SHARED PUBLIC WAITING ROOM = VCT -1 RB PNT T__ PNT PNT ± PNTAM -2 ± FF 174)" - T166 16 r CASHIER OFFICE GPT 1 F RB — - PNT - - - ' - pNT � PNT AM -1 FF 10'43" 167 13 AREA RB CPT 1 �' RgRS -2 �_ ~� 4-- }- _.._.__. - -�___ __ ._ _ RS -2 T RS -2 RS -2 A M-1 FF �11 _ }PUBLIC READING ARE - _ � T168 S -14 TRIAGE VCT -1 + _ RB V`JVC -3 _ ` _� �_ VWC -3 VWC -3 _ VWC -3 AM-2 FF �� 11 - �_.___ J T169 r---- APPLICANT SUPPORT CENTER __ CPT -1 - RB PNT ��_PNT ��_ PNT �� PNT AM-1 FF 1 i -- T 170 S -16 ' PUBLIC BREAK ROOM + VCT_? RB w i PNT PNT �~ PNT ^ PNT f f AM -2 r�FF r T171 23 SECURITY COMMAND CENTER CPT -1 RB PNT PNT PNT T17234 VISITOR CORRIDOR PNT ---- -- - � - AM -1 �FF '- �-- 9 ..._.. _. .... ....._ VCT - RB PNT I PNT PNT PNT T AM -2 O FF 12' -0" - � - ' - �T173 } TRIAGE QUEUING AREA _VCT -1 � - RB - ��PNT - T_ PNT I PNT _ PNT i AM -2 + FF 12' -0" T1 4 1 34 SCREENING STATION_ ST ' _ PNT + PNT PNT — ~ �--- ._ ._._._ ._ ... S T ! PNT _� AM-2 rF F 12'-0 _ T i 75 � �Q UE UING ' -ST _ _..___•_ -�- T ____.� ". - -- S VWC -3 - - -- ; VWC -3 .._VWC -3 CT- PNT /CT- CT- CT_ ..`_. _VWC -3 _......__ _ ' AM 2 t`FF -. 2 -0 tt ` 'x176 S -3 WOMEN t CT -1 -� CT -1 i 1/VWC -2 1 /VWC -2 . - 1 /VWC -2 -` -` 1/VWC -2 WB FF k-T111 , EN CT_1 � CT- I CT- I CT i PNT /CT- 177 S -3 I - t ' _Mt ____�___CT -1 1/VWC -2 _ 1/VWC -2 1/VWC -2 1/VWC -2 + GWS I FF 80 28 iAIV STORAGE ___ VCT -1 RB , PNT _ _ PNT s PNT �- r_T181 � , `_ STAIR 44 CONC ��`r — RB � PNT NT i PNT PNT PNT ' AM -2 � FF PNT r_ -_-- - - AM - FF T18228 +AIV STORAGE VCT -1 RB -` - _ .PNT - -:- ._PNT __.._ PNT +­ 0 1 NT AM -2 FF 8 ��p�gpViO � �gSEJ Ijrvv, gfto 4 MAY 2 T 2004 Peft#f TER Y r 1 i if TENANT IMPROVEMENT - ROOM FINISH SCHEDULE - SECOND FLOOR i BROOM FLOOR BASF NORTH WALL EAST WALL SOUTH WALL WEST WALL _ CEILING _' NO. SAS NO. ROOM NAME MAT. COLOR GMAT. COLOR N1AT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. FIN. HEIGHT REMARKS T200 STORAGE VCT -1 � ^ 7201 --.. � _. _..._ �•_..____- •.�- -. RB PNT PNT AM -2 FF . �_....._.,.._.;.... -_PN .._...__ - -P �---- •• -- - - ' � '- _ .i �' ,.....,..._._w ._ .. • 10 'VISITOR WAITING �CPT A/C _ __ .�_. PNT -- ___._ _ PNT _ PNT + -... T -_.. • - - ..� PNT :- AM -2 FF , _10' - 0►' ~,__ , _ T202 _14 INTERVIEW ROOM _ _ _ CPT -1 RB � _PNT _ - - PNT _ __ PNT _ PNT - ' AM-1 FF ~ 7203 _ -! C _ ( ISO FRAUD OFFICE — _ _. _� _~ —C.... CPT -2 - _._ - --t-' R8 - PNT . .._ — _ _PNT + __ -� .. PNT . ` . _ ... _ i PNT .. AM -1 * FF -0" 1 I T204 CLOSET CPT -2 - RB `PNT ± PNT PNT PNT AM -1 FF 0'-0" T205 C A D O OFFICE CPT -2 - RB PNT PNT PNT PNT _ AMA FF �_T206 C �_DAO OFFICE CPT -2 RB PNT PNT PNT -- ~ PNT AM -1 Y FF _�9►-0 � +' A I T207 _ C _ DAO OFFICE CPT -2 RB � I PNT w PNT t t _ - PNT t � AMA O FF ry - 7208 C _ OFFICE CPT -2 + RB T PNT ` PNT PNT - PNT AM -1 _ . FF � T209 C �DAO OFFICE CPT- _ + 'T ---- ---- -- _.�._. �._._..._ _ __.,__.___ 2 � R8 PNT PNT PNT_ 7210 {.... PNT AMA FF 3 COPY / STORAGE VCT -1 ► ___ ..... ,_. _ _ ►-- - +- -� RB , � ! PNT .__ ._ .__. � -_ PNT � .. _ ....._ �. PNT _... _ NT 1 .. t .. - ' T211 C DAO OFFICE CPT -2 PNT AM 1 FF 9'-0" ' -__ RB PNT _. : _ .� ___.._.. _ _ PNT PNT f _ . _ ..._.._.. _.. _ __..._._. ___ 1N OM E N S I- _' - ... '__ ' _' - T212 CT-1 , . : _ .1 � ... .-. CT -1 - C_ T 1 / VWC -2 CT -1 / VWC -2 CT -1 / VWC -2 CT -1 /VWC - GWP. PNT 8'•a" ' EPDXY T i­ 7213 JANITOR __ COATING COVE �- FRP L_____.._. _FRP I . —� I FRP _ FRP + . GWB PNT 91-04 T214 E N S ^' ---... �. _ - - -- ,� _ CT -1 CT -i -� �_CT -1 / VWC -2 CT -1 / VWC -2 CT -1 / VW", CT -1 / VWC -2 _GWB PNT r 8'-0" T215 C FICE DAO OF -2 RB _ NT ' - " _ __.. CPT -. P FNT PNT PNT ~- AM -1 * FF 9-(r 7216 C __'DAO OFFICE CPT -2 _ RB r t PNT 1 PNT _ i._. _ PNT PNT »_ _ _I• - C DAO OFFICE - - - - - f RB PNT - fi ' _1..__ -__ -_._. PNT P _... _. ;- _ ._ - CPT -• -- ._ __ - ri NT '� T217 PNT.._ -_ T218 C pA0 OFFICE CPT -2 - RB PNT ^PNT i_ PNT # PNT . AMA O FF 9 ' T219 C SDAO OFFICE CPT -2 IRS PNT _ PNT PNT PNT AM-1 FF T220 'HALLWAY CPT -2 "__RB _ ...__ ~ PNT PNT _}..._- PNT '' .+ _GWB � -_ PNT 7221 C iDAO OFFICE ' CPT -2 RB � �� -'- ~" _ � -__ 7T222 C DAO OFFICE CPT -2 _ RS _ fi_ PNT PNT PNT PNT AM -1 FF _ PNT PNT 1-- PNT PI`4T 4 - - AM -1 ' FF 7223 C ,DAD OFFICE CPT -2 RB PNT j - PNT I PNT FNT AM-1 FF ' -0" ! T224 C JDAO OFFICE - - CPT -2 _ - RB ( ? PNT PNT � PNT PNT AM -1 �_IFF T225 C ,DAO OFFICE - -- ---L CPT -2 RS + PNT f pNT PNT _ PNT T AM -1 FF RB PNT PNT T226 STORAGE VCT -1 - ~- ~ - _ y - PNT "` - -- -- - -- .-.__ �- -•-_. j ; PNT , AM -2 FF - 7227 C 'SUPERVISOR OFFICE = CPT -2 RB 7 PNT T r PNT PNT�PNF - T228 C ~t Rg FOIA OFFICE CPT -2 _._.__._�.._.- __..._ .. FNT •�- ...- -. - #-- 'PNT PNT PNT •- AM 1 FF •------- --- --. __.- .�.._ t. _.,._.._ . j..._._ _ _ y .... _ .y___ _ ._._ .._.._ AM-1 �' FF 722930 FILE /STORAGE _VCT - _- _RB _ - PNT - PNT PNT PNT _ r .•-_ ^" 7230 CDAO OFFICE CPT -2 Rg FF r ---- -- - �.. t._ -.. PNT � PNT 1. _ PNT T � AM rr--•. 231 : STORAGE a _ --� PNT � �� -PNT - - - � A M -1 . FF 7 VCT - � 013 _r PNT "T' -- T232 5 - LAN CLOSE VCT -3 RB PNT - --- ---- -+ PNT +- - -I PNT PNT 3 - N ---- A.ti -1 FF I- • 723 � F V1/OME NS -.-_ _ _,_...___...__._._._.....I..._. CT - ..._.____ ..__.. _... _._.._.. -- ... -� -- - - -�_ . _�• -._... , _- __ - -_ - CT 1 ~- CT - / VWC -2 CT 1 I VWC -2 CT -1 / VWC CT -1 / VWC -2 1- - !234 ,MENS - - _ _ CT -1 _ CT-1 - CT -1 I VWC -2 ^ CT -1 / VWC -2 -- CT - / VWC. -2 -_ ~ CT -1 / VWC -2 wVB PNT + B'-0" T - 235 _ EMPLOYEE CORRIDOR CPT -3 z - T _ RB VWC -2 VWC -2 .- VVVC- VWC -2 AM -1 FF 9' -0 - r _ C - +UNION OFFICE .....»_...._._.__.__...T._CPT -2 r' RB . {-- P T NT _._..�_. r t - ._. ., _.._ _._._._... r_ N .�.. _..._.__.....',. _ ' . ,._ .- ...._..�.... P ' _�.. -_ .._... .. PNT t __..» AM -1 FF 9'-0" T237 25 • EXAM /LAW LIBRARY CPT -1 RB PNT PN ' PNT "PNT -s-_ .* _ .. .,,r._.._..- AM 2 FF 9'-0' ~7238 3 FILE / 1 COPY AREA "� -"' - r ..._ ._ _ VCT - 1 .._...�. R8 .. .__ _,_ PNT .. }... _ __ 4'nT PNT _'w. AM -2 FF j 8'-0' r � 7239 OPEN WORK AREA ._......_..._._._.._.___ - CPT -1 .._._ "". _..r.._ PNT '."'. _..._. _�....�, _ .;._._...___�... .t._._..._._ t - I _ _ PNT _ AA _ F F 9'-0" NT "�T . T A - T240 - 8 _ DEPUTY DISTRICT DIRECTOR i CPT -2 W- R9 � _� - 'PNT - - PINT - -�, -. � - PNT PNT - , , ''- AM -1 FF fi 8'-0' ,.._._ _..._ a. ' _. T241 OPEN WORK AREA _ -- CPT -2 R9 t - IPNT PNT - PNT NT -1 -0.. } r T242 3 FILE / COPY / STORAGE - VCT -1 IRS g PNT PNT PNT 8' _PNT -1�-- AM -1 FF 7243 S -1 CONFERENCE ROOM CPT -1 RP PN i — PNT PNT PNT _ ! _AM - FF 9-7' 7244 A DISTRICT DIRECTOR CPT -2 RB - "NT PNT PNT t PNT _ - ►AM -1 FF - -� 94GY �T245 OPEN WORK AREA CPT -2 _ RB PNT I -PNT PNT PNT AM -1 FF T246 _C w SPEC. PROJECTS - __... _. T _ ' - CPT -2 __... RB i 1 _PNT __.._..._. 4 PNT .__.... _PNT _ _.•_._.__. _PN ;,._..'__ .... AMA ' FF - r _ ' ; 7247 25 ExAM /LAW LIBRARY ~ CPT-1 }- t �' + 4__ --- f•. ---- ,.r. --- - _. _ RB .�_,.,_ .._+_PN _....__ .__PNT �_ - - -__.r pNT - PNT AM -2 FF 9'-0' 7248 STORAGE + VCT 1 _ L__ _ ....i_ ___ � _. .._ ___�.- -- +RB I PNT PNT L _._,_____.__._ ._... ___ t PNT AM -2 FF T249 s •STORAGE ___.. -. _ -... _ _ ._ .. _. wr _ _ _...__ _. ___ .__ -- _ .. - - -.. _�__ PNT 1_ ~ � �. 9'-0" � J VCT -1 j RB �_' 7250 COUNSEL OFFICE CPT-2 PNT _ PNT P T ! PNT __. -.�-- ._,,....._ -.RB --. __...PNT :_.__....__._....:.._ .. .._._____...._.._ . ,t -2 ` + �_ �__.__ PNT + PNT_ PNT _� �_i 1 FF _ 10'-0" ` _. 7251 C ATTORNEY OFFICE CPT -2 RB I PNT + PNT _ PNT PN� AM - FF T252 C 7 ATTORNEY OFFICE _ CPT -2 _+_ RB ~ pNT - _PNT � PN' - AM-1 ` FF - 7253 _3 -- FILE / COPY AREA ' �---_ �--- -- - ,__ _ �- _' ;-- -• -�-- _ � K ROOM VCT - T254 S -16 ­ ' BREAK L--------- -.- -RB I PNT p�1T FF - PNT t PN r - AM -2 " 7- VCT -1 Rg PNT PNT ._ PNT t g T +_ _ __ PNT _ AM -2 O FF T255 27 (MAIL ROOM - VCT -1 �_ _ .-- RB - -__._ .__ PNT ► ... _._ _._ PNT 4 __...._. PNT - _ PNT „ AM -2 FF 9'-0 ' T256 C ADJ SUPERVISOR - --- - � � + ii CPT-2 � p r- AM -2 - " 1257 - .S - 4 SECUR STORAGE T - ­ NT - _ ___ ---4 P NT j _ _.. _ __ _�-_. PNT PNT FF , - -- _. _ _� _ 3 ._ . - .gam � _._._ __ N -1 E S ORAG g•-• - - -�- 1- --'VCT - RB - - ---L -- PNT - �---- ---- -- -1- - PNT .�_.._.._---- • -s- - -. PNT + _ PNT � AM-2 _ F F 9'-0" 7258 9 FILE ROOM RB PNT ►-` ` " --" PNT PNT PNT � �- AM -2 FF 9'-0' -7259 OPEN WORK AREA CPT -2 _ RS PNT PNT i PNT PNT AM -1 r FF 4- 9-a" ~ 7260 COPY - - 3 /STORAGE _ VCT -1 _ RB PNT --- - I --- - ---- - .- _._. _ ._.. _ PNT i. --PNT - � --- PNT A M -1 �. F F 7261 ' NAT P ... T "'' "" - - --- C Z SU ERVISOR -``- �� '* �" M GPT - RB PNT -` ► PNT PNT PNT -1 FF IT262 C _ SUPERVISOR OFFICE _ CPT -2 RB PNT i_ I PNT - PNT pNT - ~T263 C iRAIS SUPERVISOR ^ CPT -2 - RB PNT - i ---PNT -r-- AM -1 FF - �-- -- ----------- - -wPNT - --�_ -_ PNT 1 A _ M - FF gC" `fi •- ---- -� T264 OPEN WORK AREA CPT -2 RB I --` -""- -' �-- - _J ?PEN - -___ _� - -_.,, PNT PNT PNT _- _ PNT I AM -1 FF 9'-0" �T265 30 !FILE / STORAGE VCT -1 RS PNT - PNT fi PNT - PNT AM -2 OFF - g�' � T266 C SAVE OFFICE CPT -2 RB PNT PNT _PNT _ PNT AM -1 _ FF 9-0" ; L T267 C _..•SAVE OFFICE CPT -2 RB PNT _ - PNT ! PNT s -_ (^ PNT ___AM -1 FF 9'-0" T270 C ,DAD OFFICE CPT -2 r RB i PNT PNT - pNT pNT AM -1 - FF 9'-0 I T271 C 'DAD OFFICE CPT -2 � RS PNT ' PNT w PNT PNT ~ AM-1 ­ FF 9'-0" T P ~_7272 (HALLWAY CPT -2 �- RB �- N _ PNT - _ _- _�'` -�" _.. -- PNT PNT AM -1�FF , 9'-0" I 7273 C =ASYLUM - ± - CPT•2 RS t PNT PNT PNT �. _ T274 _ C ._.�. ASYLUM : _ PNT AM -1 : _ F F _ ' _ 'CPT -2 ; _RB c PNT PNT _ PNT _ ' PNT ! AM -1 FF - T275 C DAO OFFICE - CPT -2 RS pNT - - -_ PNT - PNT ` PNT AM - 1 FF 7276 C - TDAO OFFICE CPT -2 RB - PNT _ _PINT _PNT PNT _AM -1 FF T277 C ASYLUM _ R CPT -2 RB PNT 'PNT PNT PNT - AM -1 FF 9' -0" i i If 4 7278 _C ;SDAO OFFICE GPT -2 RB PNT PNT - pNT PNT + �� AM -1 FF _9'-0" t-- T279 T279 CDAO OFFICE CPT -2 RB PN PNT I PNT PNT A M -1 FF -` �-- •-- -- -- - - - -�•- - --- --- ._ T - ____ -_ _ 7280 C DAO O F FICE CPT -2 RB - PN' PNT � - _PNT - _PNT - AM -1 FF 9 _ r T281 C D CPT -2 AO OFFICE _ -' NT PNT - RB _ PNT ± � i PNT _ - AM -1 ! FF 9-al ' s: T282 _ HALLWAY CPT -2 •_ RS PNT ' F_ �PNT PNT _ - - PNT -� Ah1 -1 � FF � - -- T283 S -17 (CONFERENCE TRAINING ROOM CPT -1 RB PNT PNT pNT PNT --S AM -2 F�= CL 10'-0" - t T284 �S - - AN CLOSET VCT -3 RB !PNT PNT - PNT PNT T285 28 - CPT -2 RB lPN T IA/V STORAGE VCT -1 RB PNT PNT PNT PNT AM -2 �_ _FF 9'-0" , 7286 C _'ASYLUM � - - I PNT _PNT — - PNT _ AM -1 ~ FF _ _9'-0" T287 - C - lDAO OFFICE CPT -2 RB PNT PNT ' PNT = PNT _ AM -1 - _FF g-0" _T288 C DAO OFFICE _ CPT -2 RB pN _ _ _ NT P PNT PNT FF -f--- - -- -7289 _ ,OPEN WORK AREA ' _- ?- - CPT -2 - - - -- - RB - - PNT - ,~ _PNT _PNT PNT AM -1 FF 9 T290 C SUPERVISOR OFFICE RCPT -2 - RS �- PN � - PNT _l-- -- -- PNT r - PNT - - - -+- -' FF 7291 10 VISITOR WAITING f CPT A/C RB P N PNT PNT PNT AM -2 ► - F -0 F 10'" I - - -- • _ _.�._..___ ..1. 7292 C _ DAO OFFICE I CPT -2 RB _�- ��_K _PNT _ - PNT ' - PNT ' - PNT -_ _ AM-1 T293 FF T293 C DAO OFFICE �.,-. I -•-- -*- -{--- -- CPT -2 RB - PNT I PNT PNT ` IPNT I ; AM -1 t' FF 9-0 !____ T294 C , DAO OFFICE _1...__ -{ - �_- CPT -2 M RS I PNT _ w PNT - PNT - ' PNT _ 7295 � C -`� t` -- r-- -'--_`_-+- - -t- ,� •� - - -- -- - �-- -- __ _T295 -1 - FF � 9'-0" _•�- -- _..__ -- ----- - - - - -- - �_ �--- � DAO OFFICE CPT -2 RS PNT PN PNT -._ PNT AM -1 FF ! T296 - C rSDAO OFFICE _ -CPT -2 .rRg _.___.__.,- PNT " -- - PhT -- -- PNT '+'_ .__._ Y_ - PNT -- -+-- 7297 C CPT-2 OFFICE - -�- -�- --- ----i- -�-_ _ _ FF - -l _ r _ .. . - - - -- - -•- - - - -- - - - -- .� CPT -2 -�- RB { PNT _ -- __._ _ _..._ tt NT � -r-- PNT PNT � � AM-1 FF � 9'-0" T298 ►PUBLIC CORRIDOR - R CPT A/C RB VWC -2 VWC -2 ____ __ -_ - - -- _ _ VWC -2 VWC -2 AM -2 FF SE E T. ►. -_. _____ _ _. - - -- - 7299 : PUBLIC LOBBY _ _ j CPT -3 DRAWINGS � ► � (3W8 PNT 10'�T � -�- or I 1► IS Np�E� MAY 2 7 Zopt puft �,� LANCE MUELLER ASSOCIATES M A G H I T E C T S A 1 A 130 LAKESIDE • SEATTLE. WA 98122 • 206 325 2553 % a i - DEPARTMENT CAF HOMELAND SECURITY r -- 0 -135 SECOND FL OOR ROOM FINISH SCHEDULE SHEET DHS - - - - -- - -- - EY REGISTERED I 1 _ drown 50% REVIEW► SET 4 � Al L I - - k SEATTLE DISTRICT OFFICE PROPERTY Of THE UNITED STATES TI WNITE - - checked by I I 5 -25 - 11 h6s2C CORPORATION 12500 TUKWII.A I NTERNA - TIONAL BLVD. OOV ERNMENT FOR OFFICIAL USE ONLY DO LANCE P. MuEi1ER " TE a w/sm"GUN B. SEATTLE WASHINGTON NOT REMOVE THIS NOTICE PROPERLY DESTROY DOCUMENTS WHEN NO LOW ER dott date NEEDED N o. IS DATE NO. ISSUE DATE I E �_.� _. .�______ _ . _ _. _ TENANT IMPROVEMENT - ROOM FINISH SCHEDULE - THIRD FLOOR ROOM FLOOR BASE ♦. NORTH WALL FAST WALL SOUTH WALL WEST WALL? CEILING NO. i S NO. ROOM NAME : MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT COLOR MAT. FIN. HEIGHT REMARKS T30 CPT -3 W-2 0 CORRIDOR - - -- - - -- _ - — -- - e, - - � a RB VWC -2 � � VWC -2 VC _ �- -- -- -. --- :. VWC �2 ! AM 1 FF _ . �T301 NURSES STATION - _ VCT -1 y — 1° RB _. .. PNT , � PNT c PNT r PNT -- _ i-- - AM 2 _ FF _ CE PTION .... -._.. __._. _ �+ - - - RB T302 �7 - ­. -- _ CPT- t' _ � PNT' -PNT t �--- PN? PNT �—'- .- ---- -. AM - FF T303 . ;SEU REST VCT -1 t RB PNT �.�. ---- " -- ' -- PNT -� -- _- _ - +- -- PNT -- 'AM 2 - FF -0N ......_ ..__ ..._ - _ _ �. __ - - - 1 �-- �. 9 r T304 1,HFALTH i_.._ _..-.. _. _ �. -- -- ---- --- - T t .. -_ -- - - - -- - - - - ►_ UNIT - fi VCT -1 _•.._..__ - _fc9 _ I ___ PNT .* PNT w1_ PN PNT Y { AM -2 �� FF 91 - t 1 �T305 r ,TREATMENT _ _ VCT - RB � PNT pNT fi _ PNT '�-- -- -- - fi - PNT - AM-2 T T306UTILITY STORAGE R B _� - ` r PNT' PNT -*- ' T_ PNT"'_ AM -2 tF _9' -0" �VCT - - PNT T307 r ,EXAM ROOM VCT - �"' RB PNT PNT pNT * - PNT - -- - M -2 ~ FF '} 19' -0" T I T308 VWC- . VWC- T_ VWC - TOILET CT-1 2/ 1 2 /CT -2 i C _.._,— .._._..- _ ._ CT -1 ! ! .._._.._ �. CT -2 I 2 /CT -2 2 /CT -2 i GWB PNT T309 _ LINE N LOSET _ VCl - -1 RB T PNT r _PNT PNT ~ ....- ...r.�_ _, �. _PNT , _A M -2 F F ! _ 9 , - ~ T310 � S 15'WOMENS LOCKER ROOM -- - � ._ CT - 1 fi_._...� ,. _ --CT - 1 `t "._..._ - PNT + _PNT ' . __.._.._..._.. N T .� _ _ .r._ PNT j �* GWB T P N T - 9' - 0" - T311 - S - 15 AMENS LOCKER ROOM - . y CT - 1 - CT - 1 � � PNT i � .PNT t PNT " _ - + - PNT - __ . _ .� - 'F PNT � - GWB ► PNT w ; 8' -0' I T312 t' 5 -16 +BREAK I _ ROOM _ i VCT -1 +_ _ RB � PNT PNT PNT , - T313 22 6 jFITNESS ROOM _... _ .� ._... RB'_.._ .�.' PNT '�. . -�... PNT _PNT - -PNT 1_ - ? T -�-- __ -9 -+- CPT -1 -0 ., , T314 T '_ �S -18 JANITOR _ VCT 1 ,- Rg _._� PNT ♦--. ` #�- PNT T-.___._ _t_....PNT�`_- ----+- AM c - -0 335 ALAN CLOSET '_._...` t �.'_ -� _ VCT -3 RB i PNT PNT PNT PNT _ e tm OF T04A OR "1D SUN i i ?* As 1 p M4 2 7_ , 17114 -eft", -- - .ws,�. - .es- ...- ....... ..r.•.••w�.• .f - MM+.r^ -�.a - w�i1M0.k �i..M... - -_ ` ` v • • J.+ -'.'M. - ..+� - sw_ - r- , .a ; ,a+r.wt Weft* 44 • -W ;^aAO,- `- ri.►ac^ •�/ftww — i l� M4 2 7_ , 17114 -eft", -- - .ws,�. - .es- ...- ....... ..r.•.••w�.• .f - MM+.r^ -�.a - w�i1M0.k �i..M... - -_ ` ` v • • J.+ -'.'M. - ..+� - sw_ - r- , .a ; ,a+r.wt Weft* 44 • -W ;^aAO,- `- ri.►ac^ •�/ftww — G r t� �l TENANT IMPROVEMENT - ROOM FINISH SCHEDULE - FOURTH FLOOR _ ROOM FLOOR F3ASE , NORTH WALL � EAST WALL SOUTH WALL ; -- WEST WALL __CEILING A.. j �.- - ROOM N AME MAT. ,COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR MAT. COLOR r MAT AT. FIN. HEIGHT REMARKS � T400 L PUBLIC CORRIDOR CPT -3 RB - - - - - - - - - -- - - - --- - VWC -2 VWC -2 VWC -2 _ ' T401 +---• S - -�� _ ____...�.._._ F.._- ._..__._._.__,_._._.. ....... _._..._.,_. YWC -2 ___- ._...._ AM -2 FF 9'-0" . CONFERENCE /TRAINING ROOM + CPT -1 + i RB �� PNT PNT PNT t - - t � 4" F _..__ _. .�.__ PNT { AM -2 FF 10 -0r T402 18 WAITING ROOM CPT - 1 j . B _ - _ . , _ -- _ -- - ---- _.._. - - - - -- R - ± RS -2 _ RS -2 + RS 2 RS -2 r AMA FF A'-0" 7 - ` Ta04 4--- -- C DO OFFICE _" ... 1----- .---- -�-- -- rt- .--- .- --____ -+- - ---- -� - �-- - -� -- CPT ? RB PNT PNT PNT PNT AMA FF 9-0' Ta05 �' ADO OF F I C �.._.._ --___. -- _ _w _..�- ..._._ _ T406 •_ - E CPT -2 RB _ -- -- PNT _PNT _ PNT PNT _AM -1 _.. FF + ­ DO OFFICE CPT -2 t Rt _ - PNT NT � ~ PNT AM -1 - 9'-0 T407 OPEN WORK AREA CPT - 2 RB t . _._.. _.._.._ _ ..._.__:....__w. PNT T PNT _...._._. PNT PNT . �.._. __.. ..._..._ _ _ ....... FF _ PNT AM -2 ~ FF g�.�'_ �Ta08 ? to tINTFRVIEW ROOM CPT -1 I RB PNT PNT r PNT _PNT '- S AM 1 T FF T410 WOMENS CT -1 _..__ + _. _. - - - VWC- NT _.�..._.._.... CT 1 CT 1 /VWC -2 CT 1 /VWC -2 CT -1 /VWC -2 CT -1 / 2 GWB _ P �� 9'-0r' +_ __._.. MENS " .._._,__ _ ....__ ____ - CT -1 ♦ CT -1 __ _ CT -1 /VWC -2 _ CT-1 / VVVC 1 - _. _ _ VWC -2 CT -1 I -2 CT- / VWC -2 GWB PNT I - T411 ! 3 8 5 SUPPLY I STORAGE ! _ MA' Z VC.T -1 - __ RB PNT -- - + PNT PNT -' - PNT ' - AM -2 _~ FF -8 _ (- T412_ 3 - 'COPY ROOM _ uCT -� -- �- - - *,~_ .._ .- 4-- - PNT_ .. _ . _ _ ► PNT _ .f...___._._..1 -t T413 I C DO OFFICE + - AM -2 CPT -2 _ RB PNf PNT PNT PNT t " - FF 9'-0r' 41 C iD0 OFFICE _ _.- ......... -.. __.,....._.._....._. - -- ^ T 4 -- _ ._..- ._.....__, .._ CPT -2 _ -l--- RB Pr4T �PNT- ..-• -..PNT PNT_ AM -1 r -- _ .._ - ..- ....._..__. - ._.__._. - ._ _._ ._ ._ - - -.. _. 9 + T415 OPEN WORK AREA CPT2 RB ►- _PNT PINT + �.,.__ _;-_ �,.._._....______... . ._.._...__._ .._._.__._ PN i �. - -t _._ _- _ PNT_ __ __ AM 1 ;�.._.F + F T416 C DO OFFICE � CPT -2 t-- RB PNT _ -�--- PNT PNT -- - PNT 4Y - AM -1 FF 9'-0" �T417 ��C ­ SDO OFFICE CPT -2 RB _ PNT N. PNT PNT AM -1 t ----- FF 9'-0" T418 30 CLASSIFIED FILE STORAGE�VCT•1 RB V «PNT .�_ PNT - ' r �'� pNT �� _ - PNT � - S AM Z FF w '' 9'-0" - �.... RB t----- -- - --- PNT -�-- -- ---- -- ---- ;- -- ^+ I PNT PNT +� �_ PN T «' - �- B SDDO OFFICE - PNT PNT PNT Ati� -1FF i T _ AM -2 FF T419 6 -12 *FIREARMS / AMMO STORAGE VCT -1 r -T ,� . E l CPT -2 F RB PNT T420 421 ' gam. OPEN WORK AREA - CPT -2 RB PNT PN + � ~ PNT PNT AMA FF - 9'-(r 1422 ;OPEN WORK AREA CPT -2 RB T M -- ----- �_ - _ _ .._._._..,,..__ PN hT ...._ .. _ _ r F' PNT PNT -`` � A 1 . _ - 9 .- 0 .. �T425 - C JDO OFFICE - -- CPT -2 RB PNT - - PNT - PNT _. PNT _AM-1 FF .: _... r T426 .- C A DO OFFICE + ,- _ CPT -2 RB _ _PNT ; PNT PNT PNT M 1 - F ! _ �-_T427 _ ►D0 OFFICE -__ -_ s._ CPT -2 _ RB _-'PNT �" pNT . PNT pNT - - - AN -1 FF 8'-0" - �,_ r T428 C _ OFFICE CPT -2 _� _ ._..RB + -t-- PNT ! _ PNT -� AM - FF 8 .•�- -- ---__ _- ,--- ._..._.... PNT ��- PNT ~ '-0 ,. T429 PS- -16 BREAK ROOM . VCT -1 - RB PNT PNT i 'PNT � PNT L _ ' r p M -2 � FF 9'-0r' T431 8 TFOD WAITING _ VCT -1 RB _ - CPT -1 RB _ RS -2 - 1 I - -_ COPY � FILE / STORAG RS 2 RS - 2 RS - 2 + P M - 1 OFF 8 J' PNT �'_ -_ PM -2 -FF �T432 � - 3 E � � F � - ��� PN - t + PNT - -� �'- - I T433 C ADO OFFICE CPT -2 I _ - - RB PNT PNT PNT PNT _' r AM -1 �FF 9'-0" T434 C _'SPEC ASSIST �_ -yy ' - CPT -2 I __. _ RB _- - - PNT PNT PNT - FNT AM -1 A L_T435 � _ iFIELD DIRECTOR �t" CPT -2 ��� - RB PNT +- PNT �' -' pNT PNT AM -1 FF I T436 3 COPY /FILE /STORAGE VCT -1 � RB PNT ? PNT 1 PNT PNT �- �T437 S -1 -- 'CONFERENCE � ROOM - __._..._... _..__.T- CPT -1 1 - __..__..... .... Y ----- --. PNT .r- - _. ....__.___._._�_ -,.- -. ,- }- - - -- + AM -2 FF .._. ._.______,.,..�.� ' _ ,._ ..rt___ _.__...,.� PNT PNT i PNT AM -2 .~. FF 9.0' _..:... I _ T438 f OPEN WORK AREA CPT -2 R8 - � PNT i PNT ± PNT - ( PNT I AM -1 FF T439 B DEPUTY FIELD DIRECTOR CPT -2 RB _...._.. .._... r.. PN' -�.-- ._..�._. - PNT ..� _ NT FF _-�'.._. •, '--"' y _PNT . _ �-_ 1.. AM-1 fi 9,-c !-.'. - .+w.._....+-•u.rw w.w_._r..._w . -. 1 ._ .r.�.......rr........�w_... ..+ —wr. +. a�rr.w... .�w._..r...w.. _.}..... - w- ......w...- ..- ........_I.w. ;..... �..... , - T440 _ C _ ? COMPUTER SPEC. ! CPT - RB ► PNT � � PNT � PNT : pNT FF 9'-0" T441 AM -1 C COMPUTER SPEC. CPT - _ RB (~NT -�' PNT NT -Y PNT ' M -1 F . 1 _ 2 I _C _ ADP MANAGER _CPT '~ T44 - -- P - - _ .._. -__ --- a-. A _-F ` -2 RB PNT i pNT �_ - PNT FF T443 T --�-- ---�-- .___...._._- _ AM 1 8-0' � C -ADP LEAD CPT -2 _ RB + _._._ PNT PNT �- PNT NT 1 - - AM- FF T444 OPEN WORK AREA .M ~ CPT - , ' - - PN Pwi --r-. ! �"". T445 _ .__ ..... _...._ - ........... - - RB T _._.. _. - PNT -_ ` PNT ' AM -1 'FF�9' CORRIDOR CPT -3 ..�_ RB ,._. _. VWC -2 ; ? ---- •--t * _._ _ r__ 1 1" 1 _ .YVC -2 1NYC - VWC -2 . J+ A',A 1 FF _ 9 T446 _ S -2 SERVER ROOM _.-.. VCT -3 RB PNT __ -- _4 - PNT - � PNT PNT ..._~ NM -2 FF -0 O - g'~ yT447 - _ STORAGE -- - _. Y .. VCT -1 1 �- RB � t PNT `�_... -PNT - � ""'.--.t._....._ T _ -------- --�► -- T--- `�-" -^-- 9 - , f PN� _ PNT _ AM 2 FF ��9-0 �T448 1 ADP RFPAIR ROOM .__ _ .__.._......_._ VCT -1 .. -�... RB __...._.._...y_ PNT - -- .. _�.._ _PNT ,.._.. __._._....__ _t"""'"" -_. _ PNT _ _ - AM-2 i- _ -F -- -.__ _ T 450 'HALLWAY CPT -2 RB PNT T PNT PyT PNT ! S AM -1 f FF s 9'-C T451 C PHYSICAL SECURITY _ CPT -2 RB PN? PNT PNT PNT ` AM -1 - FF �T452 �'C PHYSICAL SECURITY ..�...._..__....._......_ t �- CPT -2 . RB PNT _ PNT PNT •►_.__ �. -a--- - - - - , pN1 ..�..._.._----- ►- .....* -- __ _PNT ,;....,._._..._.. _ _ M � . _ � - PNT _ ^- PNT AM -2 � FF T458 7 COMPUTER STORAGE VCT -1 RB PNT r- _9'-0" T461 r- S -17 CONFERENCE /TRAINING ROOM CPT -1 ► _•- r RN - PNT - pNT + PNT PNT _ _ _AM -2 FF -4 10 %0' - - T480 OPEN WORK AREA CPT - 2 _�.. _...... NT - •r -- --- _j.. -_._.. -- ' f RB P t PN' ► PNT !- -PNT ____.__ AM -1 r _.._ _r__ 91-01 _� __._.._.........__. ! . -__ - �O ICE --.--._......, ._. __....,.._... -. j _. - ...._._.__.. _. _ ...,.... FF .._._._._...__..___.___ _._._....._ �T481 � C FF - - - i !-" '- _ + +_ CPT-2 RB _ PNT ► i pNT PNT h PNT AM -1 - FF L_T482C 'OFFICE ___ CPT -2 � RB - - ' PNT PNT PNT PNT �- AM -1 ! _FF I T483 + _ 3 COPY i WORK ROOM �- _._ VCT -1 _._....- _._ RB _ ; ..._.- ....._ _ .__ PNT '_._. __ --_ PNT . __PNT + PNT AM-2 � FF -� ' T484 r 8 'CONFERENCE ROOM CPT -2 •� RS +PNT PNT _PNT PNT + AM -1 FF _.. _...._ __.......... _. CPT RB _._.._ _... �P NT .�_ -�--- , T485 C +OFFICE _ ' PNT I T4 .T- ........__C ._;OFFICE ...._..__ - ___........_.._ _...._._._.._..�... �.__.._..__..�.. i ._.. +- - -- - PNT PNT ` _14M -1 _F g-0' ! : CPT -2 __ - - 1 R5 �- PNT _ t PhT PNT - PNT t AM - FF - Y-0" 487 J �LC CP T -2 '_.. - •.___. _._ ___ ...._ ,__ _..._ �_ _ ...___ �_ _ _.. .�.. _ -___ - - - -- -:- -- _. � ... , ' PNT �� PNT 1 - ---t -- -- r - - - - - -- �T OFFICE I � ^� RB +_ -I+- � 'PNT PNT � ^ AM 1 FF T488 ! -OPEN WORK AREA _ _ CPT -2 RB PNT PNT PNT ! PNT �- AM -1 - FF T489 — STORAGE - VCT -1 � �_PN'�� - PNT PNT �— AM -2 FF ' - _ T490 S - 18 `LAN CLOSET t - VCT -3 RB + PNT PNT - ~ PNT ' _PNT '- T491 _ CORRIDOR " - _ � - ••� --- - - CPT -3 � VWC -2 VVVC -2 1 VWC -2 VWC -2 AM-1 ► FF i 9'-0" _�- �T_ PNT +_ PNT AM -1 FF -0" I 7492 23 COMMUNICATION CENTER CPT -1 RB r PNT , PNT + ~ T493 C DO OFFICE CPT -2 - RB i PNT -a - �� ' PNT - PNT PNT AM-1 � � - C - DO OFFICE CPT -2 rr -j- -- -- RB _'____.____._a__ PNT j` '_..�. _ t-- FF 9 9' _ - PNT � PNT - � PNT �AM 1 � FF - � -0" � �T495C y fDO OFFICE ; CPT -2 � RB I PNT PNT PNT PNT * r AM - - _FF __ T4% i C 'DO OFFICE CPT -2 RB PNT _.. -- - - - - -- __ PNT AM -1 FFg'-0" PNT PNT � T497 T C 'DO OFFICE - - - -- -- CPT -2 RB PNT PNT � -- PNT --- - -- __ _. P -- - -- - -- _ - „ _+_ �T498 ` +OPEN WORK AREA - CPT -2 RB i-` _ NT - AM -1 FF 9 }-- t- ------ ----i- - _ ��, PNT _ IPNT PNT PNT AM -1 FF l CM OF W mono o SUN 1 1 204 � �OjEO now At MAY 2 72 004 '^fin q"" LANCE MUELLER ASSOCIATES A A C H 1 7 E C T 6 1A 1 A 130 LAKESIDE - SEATTLE, 'WA 98122 y 02 -;35 FOU FL OOR ROOM FINISH SCHEDULE SHEET down DEPARTMENT OF HOMELAND SECURIT - -- 0HS EIIIEW SET - ---- _ 4 -- -� 1� M REGISTERED LRYW M ELLER +,. -7 _ PROPERTY OF THE UNITED STATES SCE - SEATTLE DISTRICT OFFICE Ii�cT' cckea or I N�- - - kjj&BEY 206 325 2553 CORPORATIO 12500 TUKWILA INTERNATIONAL BLVD. WA P� NT FOR � Or �� B. F. NOT REMOVE THIS NOTICE. PROPERLY SEATTLE WASHINGTON DESTROY DOCUMENTS WHEN W LONGER 5_ NEEDED NO ISSUE DATE NO. ISSUE DATE its 40 !!ft - ...« _ ._... a- _..._._...._ - .__j —'_' aar �L"rnY•A .r'._ a- ,fi— ..: �.'X'��rJm:'^ii.�.r. «� . .._ i_... _-.... _. .. __.. 'Aii. ++� -f'. k: .. tad M .. yyy�r ' .mow A SHELL -DOOR SCHEDULE -PARKING LEVEL 1 [.BOO ASSEMBLY DOOR _ _..._ FRAME HARDWARE NO. RATING SIZE TYPE + MATERIAL FINISH MATERIAL FINISH HEAD .IAMB SILL } NOTES REMARKS LOOP DETECTOR TO P101A N R. 12-0' x 74 C-NR i STEEL PAINT I STEEL _) PAINT 20/A7 1 SIM 21/A7.1 8/A'.1 OPEN P101B NR 12'x" x 7' C -NR STEEL _ � PAINT - STEEL PAINT j20/A7 1 SIM 21/A7 1 8/A7.1 - --- . -� __ ...., P104 90 MIN 3'-0" x 7' x 1 3/4" K 90 HM PAINT HM PAINT 14/A7 1 14/A7 1 3/A7 1 + _ 29 P106 NON - RATED 3'-0" x 7' x 1 3/4" K -NR H M PAINT H.M PAINT ' _ 7/A7.1 7/A7.1 ' 1A7.1 P108 90 MIN 3 -a x 7 i .. -- -- - - - �-- 29 PAINT H M PAINT I 14/A7 1 14/A7 1 3IA7 1 + , P133 NON -RATED PR 2' -6" x T -0" x 1 3/4 - J-NR H M ! _PAINT HM PAINT - 7/A7.1 7/A7 1 A7 1 g SHELL -DOOR HARDWARE SCHEDULE -PARKING LEVEL 1 i DEAD BOLT I { ! ! CONCEALED SURFACE DOOR SMOKE WEATHER PANIC I PRIVACY PASSAGE LOCK I PUSH/ , CYLINDER KICK : AUTOMATIC ELECTRIC CARD MONITORING AUTOMATA; M OUNTED NO CLOSER SEAL STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET' PULL ► LOCK 'PLATE �� ( OPENER LATCH READER DEVICE F ( HOLD S LUSH BOLT,:. FLUSH BOLTS BUTT NOTES OPEN P101A ` P 101 B .._ _._ _ _ _..- _ __..- _ _ L__._ -_ __ __ -_ -- t - -_ _._ ______ __ _.;______.___ _ X X SH _! _ �_ _ : + P104 X X - _ _. _ _ ._ ...__ __ _ - -- - - -- * - - - _ ..._ .. _.. - -- -- -r _.__.. _ --_ --- --- --- _-.. - .___._....�„� SH P106 X x - _ _.� __ _ _. _ X X _�- __._... EB, NRF ' _ X i , _.. P108 X . - _ - - _ __ - - -- _ - __-- -- -- - -- - - -- - - -- SH - _.. , P 133 X X - - _. __.._ .... _ -. _. .._.. _..._._. _ _. -- _ _.�._ _ ._�_. X r 1 -1 L X _ EB NRP _x X X _�. EB, NRP r � SHELL - DOOR SCHEDULE - PARKING LEVEL 2 _ I DOOR ASSEMBLY .._._ DOOR O. RATING _ _ FRAME , HARDWARE :H - i , --- _. __..___..__.___..__ ... ._.._._ + _ _ _ _SIZE TYPE MATERIAL FINISH j �/IATERIAL FINISH - HEAD ; .JAMB SILL NOTES _ 4 REMARKS P204 90 MIN 3._0,. x 7 ._ 0 .. 4 „ _ .__. ._. 1 4/A7 1 14/A7.1 .._._. x 1 3/ K -90 H M PAINT _ H M. ~ PAINT + 3 /A7 1 29 -� _ _ _ _ __ _ _ � 7/A 7.1 P206 � NON -RATED 3' - x 7' -0" x 1 3/4" - -iK_NR _ H M PAINT -�- H M. __� PAINT _ 7 /A7 1 3/A7.1 3 ` P208 x _90 MIN. _ -_ 3' -0" x 7' -0" x 1 3/4" K -90 _H M _ PAINT !H. M. fi - PAINT i 14/A7 1 7- 14/A7.1- 3/A7.1 I 29 SHELL - DOOR HARDWARE SCHEDULE - PARKING LEVEL 2 - - i f DEAD BOLT = I I CONCEALED SURFACE _ + DOOR ! SMOKE WEATHER PANIC ! PRIVACY PASSAGE LOCK { PUSH / CYLINDER KICK AUTOMATIC ELECTRIC CARD ! i ' + O NG AUTOMATIC I MOUNTED I HOLD NO !CLOSER SEAL STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL LOCK I PLATE OPENER I LATCH I READER DEVICE I FLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN t [7 rl A v v P206 X X - - - �'_ _+ P208 X X _ _ _.._ _ _ .� _ ._._ . __. X I__ X _ EB, NRP r SHELL -DOOR SCHEDULE - PARKING LEVEL 3 DOOR ASSEMBLY _ DOOR _ _ FRAME -_ _ : HARDWARE ! NO , RATING i SIZE TYPE - _MATERIAL FINISH TMATERIAL -._. FINISH �" HEAD - JAMB � I SILL NOTES REMARKS _.. -+- - P301A NON -RATED 3' -0" x 7' -0" x 1 3/4" G-NR HIM PAINT - HM i - PAINT 1 6/A71 5/A7 1 + 4/A7 1 _ 26 LOOP DETECTOR TO L P301 B I _ _ NR __ �- _ -0" x 7' -0" D -NR - ALUM. i FACTORY _ A LUM. FACTORY _ { -- - -- OPEN DOOR P301 C N. R 12' -0" x 7' -0" + D• -NR ALUM. FACTORY _ALUM FACTORY � - - -" -"-- -•'" , -" -' •' P303 NON -RATED 3' -0" x 7' -0" x 1 3/4" K -NR H M PAINT , -� H M PAINT +^ 61A7 1 5/A7.1 1 4/A7 1 34 P304 90 MIN. 3' -0" x 7' -0" x 1 3/4" - ' - ' - K - �- �... - -+- -- - -l- - -- -9C H M PAINT H M. _ PAINT ' 14/A7.1 + + 14/A7 1 /A'.1 � 29 - P305 - NON -RATED 3' -0" x 7' -0" x 1 3/4" K -NR H.M PAINT H.M PAINT 7/A7 1 7�A7.1 3/A7.1 3 P307-r - - } ___ - - l - -... _.� __ . ..._ _. _ .NON -RATED 3' -0" x 7' -0" x 1 3/4" K -NR H M. PAINT I H W PAINT 6/A71 + 5/A7.1 - 4/A7.1 1 34 �- - - - P 308 90 MIN 3' -0" x 7' -0" x 1 3/4" K -90 H.M _ PAINT HM PAINT : + __ T__ - - f--- 14/A i 1 �14/A7 1 3/A7 1 P 310A N R I 9' -O" x 10' -0" E -N R S TE E L _ PAINT STEEL PAINT 8/A7 1 _ _1O/A7 1 8/A7 1 N R 9 -0 x 10-0 .__ E -NR STEEL PAINT I STEEL PAINT 8/A7 1' 10/A7.1 8/A7.1 . I r -• •• - -.r !_ P310C NON -RATED 3' -0" x 7' -0" x 1 3/4" K -NR H ! PAINT ( H. M, PAINT 6/A7.1 5/A7.1 4/A7 1_ ( RELEASE LATCH P315 90 MIN 3' -0" x 7' -0" x 1 3/4" 1 K 90 H. M H. M - - REMOVE SWITCH TO - + PAINT PAINT � 14/A7.1 � 14/A 7. 1 3/A71 3 � SHELL -DOOR HARDWARE SCHEDULE -PARKING LEVEL 3 LJUUK SMOKE 1 ' ! ( wv•vr .r.v VVI \1 /'lVL I WE ATHER PANIC , PRIVACY PASSAGE LOCK PUSH CYLINDER KICK AUTOMATIC ELECTRIC CARD MONITORING AUTOMATIC MOUNTED ( HOLD I NO. CLOSER SEAL STRIPPING FIJSHBAR LATCHSET LATCHSET LATCHSET PULL I LOCK I PLATE OPENER I LATCH !READER' DEVICE I FLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN 1 P301A X 1 X -�___X -� _ 2 SIDES X X X EB, NRP, BB X _ P301B X r.._ s r X X X X P301 C P 303 • - - X _ _ _. _. _ . - -_. .. - -__ __ X - t--- _ - 2 SIDES 1 X X -_._. P304 X X _. - _ _._ EB, NRP _ X - - __ . -.__ �--.. _... ___._ _ _. __ X .._ __,...._ ____ _ _____- _ X P 305 X ' 2 SIDES �`� X --t- _ EB NRP + P307 _` 2 SIDES _ -_. ---- -? - . - - - -- - x X X -� _ __- - I - - -- ---- 2 SIDES X 1' ,----- -- --- - S H L - - - - t . ____ -l- ._ _. 1 _ _ _ . X _ _ - X __ _ _ I _ : E B , NRP • BBB P308 X X X ~� .. _ +._ _.. _ .... :_ _.. _- - ! 2 SIDES _ i X ' �t - P310A X -- - X - I _._ _ ---�- - - ---- EB, NRP + P31 OB X �--- --+ - -- -- - _- -- _ .i____ �.__ __ ,_ SH P310C - - X --- - -- ---'- _ ___ - -� -__- -_- ... �_... _ _ -__ _.. �_.___ _ �_ - - - - -- - -- __ -- __ .�_.__ - E BSH -- - ' P315 - X # SIDES X ..- ---� -- -- X __, __._..__ —_.. -� -�-- - , NRP. B B X X ---- -± 2 SIDES DEB, NRP. EB DOOR TYPES: CONCEALED CLOSURES PANIC HARDWARE - TYP. NOTE: ALL TEMPERED GLASS TO BE LABELLED AS r7 SAF � TY GLAZING PAIR KAWNEER 350 \ KAWNEER 350 SERIES SERIES ANOl ALUM. \P�� ANOD. ALUM. DOOR DOORS W/ 1/4 TEMP. .o 1/4' TEMP. TINTE TINTED GLASS GLASS T � T - FULL 'SEALAIR' WFATHER- T NOTE: STRIPPING ALL HARDWARE EYCFFT CYLINDERS 10 BE BY ALUM. DOOR SUPPLIER TYP. O ALUM. T = TEMP GLASS DOORS A ELECT. LATCH O DOOR B r PAIR 16 GA. METAL DOORS IN HOL. MTL. FRAME - PAINT, INSULATED J CR Y OF IIIIIIIIIIIIIIIIIA X"to* JUN 1 1 2064 SEE SHEET TI A6.4A FOR ALL HARDWARE NOTES. t f R -16 GA. MOTORIZED COILING SERYCE DOOR INSULATE J W/ METAL LINER PANE C 16 GA.. INSJ;A - RO' LINO SERVICE - - ODOR MOTORIZED W/ METAL LINER PANEL VISION PANEL 0 MOTORIZED COILINC GRILL -16 GA. MOTORIZED COILINC SERVICE DOOR, PAINT E G L ' 6 GA. GALV. DOOR IN GALV. HOL. MT! -. FRAML - PAINT INSULATED, NON-- INSULATED �F -SOLID CORE WOOD DOOR RATING PER SCHED. i H K 16 GA. METAL DOOR IN HOL. MT L. FRAME - PAINT INSU LATED AS NOI LU ,•,,��,� '', ",.DM MA 2 720 04 --- PAIR 16 GA. METAL -+► M ID RANGE BLAST DOORS IN HOL. MTL, RESISTANT DOOR FRAME - PAINT ASSEMBLY AS POST O 2 HOUR DOORS MANUFACTURED 8Y OVE RLAY DOOR COMPANY u i i TENANT IMPROVEMENT - DOOR SCHEDULE - PARKING LEVEL 1 DOOR ASSEMBLY .._...._ __.... ------- .--- -- -- • - --- _...__-._... «__ _.._ .. DOOR FRAME HARDWARE i NO. RATING SIZE TYPE MATERIAL FINISH MATERIAL' FINISH . - HEAD JAMB SILL NOTES I REMARKS TP101 NON -RATED 3' -0" x 7' - x 1 3/4" K NR H.M PAINT H M. PAINT 7/A7 1 7 /A7 1 + 3/A7 1 3E TP102 NON -RATED 3 ' - a ' x 7 -0' x 1 3/4 K -NR H.M PAINT H.M. PAINT 7/A7 1 VA7.1 WA7.1 ' + 3E -� TP105 NON -RATED 3' -0" x T - x 1 3/4" K -NR H M _ PAINT H M PAINT - 7/A7.1 7/A7.1 1 3/A7.1 3E TP106 NON RATED Y - x 7' - x 13/4" K -NR H.M PAINT H.M. 1 PAINT 7/A7.1 7/A7.1 3/A7.1 + 3E i TP110 NON RATED 3' -0" x 7' x 1 3/4" K NR H.M PAINT H.M. t PAINT 7/A7.1 7 /A7.1 3/A 7.1 : 3E TP 111 90 MIN V -0" x 7' - x 13/4" K-40 H M PAINT H M PAINT 13/A 7.1 13/A71 111 3/A7.1 - - t - - g TP112 90 MIN 3 - 0 x 7' x 1 3/4 K -90 H.M PAINT HM. I PAINT 13/A7.1 fi 13/A7.1 3/A7.1 3 TP120 NON -RATED 3' x 7' x 1 3/4" G -NR H.M PAINT H M PAINT ~- 6/A7.1 5/A7.1 - 4/A7.1 - * �_ _.... i i� _ TENANT IMPROVEMENT -DOOR SCHEDULE-- PARKING LEVEL 2 ' DOOR ASSEMBLY - W DOOR ; __ FRAME _ iHARDARE NO I RAT _ _ RATING SIZE TYPE MATERIAL ' FINISH f MATERIAL - FINISH ? HEAD JAMB �� SILL NOTES � ,, j REMARKS _TP201 NON -RATED 3' -0" x 7' -0" x 1 3/4" K -NR H.M PAINT H.M. r PAINT • - 7/A7 1 7 _ /A7 1 1 ! TP202 NON -RATED 3' -0" x 7-0" x 1 3/4" K -NR N.M PAINT H.M _ _PAINT 7/A7 17/A7.1 I 3 /A7 1 3E TP205 NON -RATED 3' -0" x 7-0" x 1 3/4" K -NR H.M. PAINT i H. M. PAINT 7/A7.1 __ _7IA7.1 3/A7.1 �� 3E TP206 NON -RATED 3' -0" x 7' -0" x 1 3/4" K NR H M PAINT H M. PAINT ! ? /A7 1 7/A7 1 j ! 3 /A7.1 3E y I - - - - -- - - -I--- - -J-- _i _._ + TENANT IMPROVEMENT - DOOR SCHEDULE - PARKING LEVEL 3 DOOR 'ASSEMBLY PARK LEVELS_ DOOR SCHEDULES SHEET DOOR __ DMS SOX REVIEW SET -4 -04 MIT - - - ' - PERMIT ITT -1 - FRAME HARDWARE NO. I RATING I -- SIZE T 4' TYPE �.. MATERIAL - FINISH MATERIAL FINISH HEAD .lAMB _ #.... ._,._.._. SILL ' i w . _ ._l.__ NOTES REMARKS I TP301 20 MIN. 7:- __ -0" x 7' -0" TJ-NR H.M PAINT H.M. PAINT (1lTI A6.4A 1 /TI A6.4A 15 /TI A6.4A 8 _ - TP302 20 MIN. 4' -0" x 7' -0" TJ -NR H.M - H.M. ! PAINT ' 19 /TI A6.4A 19 /TI A6 -4A 15/TI A6.4A TP303 20 MIN. _ - S -0" x 7' -0" - - TJ -NR - H.M. _PAINT PAINT H.M. - PAINT - 11 /TI A6.4A 1 /TI A6.4A 15 /TI A6.4A _8 8 s TP304 20 MIN. - PR S -0" x T -0" TH -NR H.M. - PAINT H.M. PAINT 1 J A6.4A 1 /TI A6.4A 15/T1 A6.4A 14 -- - - ~ -- - -- - - - TP305 20 MIN. 3' -0" x T -0" TJ -NR H M PAINT H M. PAINT ' 1 /TI A6.4A 1 /TI A6.4A 15/T1 A6.4A TP306 NON -RATED 3'-0" x T -0" x 1 3/4" -NR _ H. M ._._ .^ PAINT - -.... j H.M. _ j 7/A7.1 �7/A7.1 3/A7.1 TP307 7P308 45 MIN. 45 MIN. PR 3' - 0" x 7' - 0" x 1 3/4" 3-0" x 7' 1 3/4" K J-45 H.M M PAINT _ H.M. - � _PAINT PAINT ,VA7.1 - 7/A7.1 8 - -& 3/A7 1 8 _ ~�~ - -0" x H. PAINT H. M. PAINT 7/A7.1 5 7/A7 1 3/A7 1 14 TP310 20 MIN. X -0" x 7' -0" _ • TJ -NR H M PAINT H.M PAINT 1 1TI A6 4A 1 /TI A6.4A 151TI A6.4A 3E TP311 20 MIN 3' -0" x 7' -0" _ TJ -NR - - H M - - PAINT � H M. �; ! PAINT 1 1TI A6.4A 1 /T1 A6.4A 15/TI A6 4A 3E I T0312 20 MIN. 3' -0" x 7' -0" H.M. PAINT Vi H.M. PAINT 1 /TI A6.4A 1 /TI A6 4A 15/TI A6.4A TP313 7P314 _ 20 MIN. _- NON -RATED 3' -0" x T -0" _ 4' -0" x 8' -0" w TJ -NR M -NR H M _ M. _! PAINT PAINT - H.M. H.M. _ -i - PAINT PAINT �I/TI A6.4A 1/TI A6.4A .» 15/TI A6.4A _3E 3E - ^� ._._. 6/A7.1 ! 5/A7.1 ! 3/A7.1 40 BLAST DOOR & FRAME TENANT IMPROVEMENT - DOOR HARDWARE SCHEDULE - PARKING LEVEL 1 j i I DEAD BOLT ! ! CONCEALED ' SURFACE DOOR ' i SMOKE : WEATHER PANIC 1 PRIVACY PASSAGE LOCK PUSH / I CYLINDER KICK 1 AUTOMATIC "ELECTRIC CARD IMONITORING AUTOMATIC MOUNTED ! HOLD NO , CLOSER SEAL 'STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSL I'. PULL LOCK ! PLATE OPENER I LATCH , READER DEVICE FLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN I TP 01 X X _ - - -« _ TRILOGY X TRILOGY .- _ _.} X X - I TP 102 X + X ____ -- X E B _ �-- L TP 105 X _ _....» �_.._ X _..j TRILOGY _ _ ...__ _..__ X t . X - EB t ± 1 TP106 X w X _ TRILOGY X - ♦ ---- -- X - -- ._._.._._..___ }.__ __- ..- .....- - - TP110 __- X - X TRILOGY X X EB �_TP X - ' --X - x X X EB. NRP �--_EB NRP - ---- - - -_._ _.. �.. __ ­­ _ _ P 112 �--- - __-4. +--- -- - --+-- _..._ 1 - ---- -- X - .,�• ---- ._._. _ X SIDES x .. _.. NRP I TP120 _._ _.X _ _i � _ _. .._s.. X 2 EB, NRP I TENANT IMPROVEMENT - DOOR HARDWARE SCHEDULE - PARKING LEVEL 2 !PRIVACY I OEAD BOLT ' 1 CONCEALED SURFACE POOR SMOKE WEATHER PANIC PASSAGE LOCK PUSH/ CYLINDER KICK f AUTOMATIC ELECTRIC CARD jMONITORING AUTOMATIC MOUNTED HOLD ; NO I CLOSER SEAL (STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL I LOCK PLATE OPENER LATCH READER DEVICE ' { , I (F LUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN TP201 � X X _ TRILOGY 2 SIDES T _ X EB ! TP 2 02 X X - `---- .._.._........ �.,...,.."....... -- -TRILOGY .. ___.__�- X - ..... .�" -.-.. `_ --- --- TP205 X X _ TRILOGY - 2 SIDES X E j TP g 206 X � X �- j � - T RILOGY X E g --- -----' ---- ------ TENANT IMPROVEMENT - DOOR HARDWARE SCHEDULE -PARKING LEVEL 3 l 1 I-DEAD BOLT I I J CONCEALED SURFACE I DOOR f SMOKE WEATHER PANIC j PRIVACY PASSAGE LOCK FUSH / CYLINDER KICK f AUTOMATIC ' Et ECTRIC CARD MONITORING AUTOMATIC MOUNTED HOLD + NO CLOSER SEAL , STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL LOCK PLATE O PENER t LATCH ;READER DEVICE { FLUSH BOLTS FLUSH BOLTS BU rT NOTE OPEN j I - -_ X ..x _ j... ... _.. .__,....__..._ ..__...._.__ + X x X _X X _ Eg - TP 302 X X I ! x �- X `- _ -#--- -- _:_ . �._.. _- ___- ._. --�. X E B �TP303 �_ _ X _ �' � X � X - -�-----X _ � EB � _ ` 1 / 305 X i X ....._w .._L. ..._ . ..._.._. +w .•_ w .-. r_._. .._ r.� -...._ ..+..-..........r.r.«. w.r .�r+-,...F..._�... EB [� If _• --_•- + - . _.L__. -- I-- ---- -- _ ._...... - _.___ 4 - .._�._�..._ 1 I......rx _. -_._T ...._ X -�_____._ ......_..._. x - . X _,_ x ..._ _ - EB { ' .� _ ........ _ .,._._ u�. TP306 - X X ✓� x 2 SIDES �._... _. _.,... _•__._____..t._. �._ TP307 ....__ X _._ X ' SIDES BB ......_...._:�,___.'..__. ._ .. -_. X EB X . - . NRP _TP308 X ! ' �X X ._.__....r ...,_�.. I .._.�____..._.._.� _..,►....__ _.t ____ i..,..._._�..__ -,.. -. _ - ..._._.. +.. 2SDES . - -- -_._ --;_- _ ...__ X X X X - ! E B . NRP BB TP 310 X X TRILOGY .,.._.._.._.___ + - + I ._ �.'. X ` ..._.. s EB I TP311 X X TRILOGY +......____._.._.�_...�._._.. .. .. _..._. fi... .�_..t.__._.:_X _ TP 312 ...._ _ _ X TRILOGY E B --r- -� - TP 313 - X X -� -r-- -- ----- . .. ,_. -- - }- - -- -- ----- _.i..._.._.......- TRILOGY X _.. X EB t- TP 314 X ! ! {-- X r-------w ---. -- ---- X ,�C X x �S H t m k r' i r I PROPERTY OF THE UNITED STATES OOVERNMENT FOR OFFICIAL USE ONLY DO NOT REMOVE THIS NOTICE PROPERLY OESTROY DOCUMENTS WHEN NO LONGER NEEDED �'" Mq y 2 7 2004 ftftwr obv,f* SEE SHEET TI A6.4A FOR T.I. DOOR TYPES AND ALL HARDWARE NOTES. LANCE MUELLER 8 ASSOCIATES A R C H I T E C T 8 A 1 A 130 LAKESIDE • SEATTLE, WA 98122 • 206 325 2553 0 A& BFj k - a - y CORPORATION DEPARTMENT OF HOMELAND SECURITY SEATTLE DISTRICT OFFICE 12500 TUKWILA INTERNATIONAL BLVD. SEATTLE WASHINGTON ' • 6 anu tOW PROW 11� 3u � - ., _ _._ _...� - ..�.._ ..�r._a.... - ...�...++...r.__.w... • _. - - - . . -..r ...1. - .. _ _ ,mss .Lw ::'!i. i �•� . -�.s ...+s 1yMR'Yl.��w job PARK LEVELS_ DOOR SCHEDULES SHEET r- - -� \i3� REGISTERED drawn by __ DMS SOX REVIEW SET -4 -04 MIT - - - ' - PERMIT ITT -1 - T 4-2i- checked Al 4 -19 -04 STATE OF WASHWTM - S.F. CABINET M 13 L-"' - date dot• N0. ISSUE DATE N0. ISSUE DATE - ., _ _._ _...� - ..�.._ ..�r._a.... - ...�...++...r.__.w... • _. - - - . . -..r ...1. - .. _ _ ,mss .Lw ::'!i. i �•� . -�.s ...+s 1yMR'Yl.��w TENANT IMPROVEMENT - DOOR SCHEDULE - FIRST FLOOR - - - DOOR ASSEMBLY DOOR FRAME - HARDWARE NO. RATING SIZE TYPE MATERIAL FINISH 'MATERIAL' FINISH HEAD 1 .IAMB SILL I NOTES I REMARKS T100C --- (PR) 3'-0" x 7-0" TT ALUM /GL. AN-01D. ALUM /GL. CLR ANOD 21A7 1 SIM 1517/ A6 4A � 37 KEY OPERATED OPENER 0 VESTIBULE 71000 --- (PR) 3'-Or' x 1`-0" TT ALUM /GL ANOD. 'ALUM /GL. iCLR ANOD 2/A7 1 SIM 1517/ A6 4A 39 I SIDE 20 8 _ • T101A 90 MIN ! (PR) 9'•C" x 7-T TS-90 HM ' _ PAINT HM PAINT 21 /TI A6 4A ' 21/T1A6 4A ' 15/71 A6 4A 23 71018 NON -RATED 3'-0'' x 7'- T.I` -NR H.M PAINT H M 1 - PAINT 3 /71 A6.4A 3171 A6 4A 15/Tl A6 4A T101C 90 MIN PR 3'-0" x "d?" x 314" TK90 WOOD S 8 V H M PAINT _ 14/A7 1 14/A7 1 3/A7 1 18 T102A 90 MIN S.0' x 71- TL-90 H.M PAINT H M. PAINT _s 19 /TI A6 4A 19/TI A6 4A 15/11 A6 4A 3A T102B N_ O"ATED 3'-0" x r4r TK -NR H M PAINT HM _ PAINT 1 /1I A6.4A 1 /TI A6 4A 15/1`1 A6 4A � 3A T103A 90 MIN 3'-0" x 7' TL-90 H M i PAINT HM PAINT ; 19/TI A6 4A 19/TI A6 4A 15171 A6 4A 3A 71038 NON -RATED 3'-0" x :'' -0" TK NR HM ­ PAINT H M PAINT +-- 1 /1`1 A6.4A - 1/71 A6 4A 15/71 A6 4A 3A T104 NON -RATED 3'-0" x 1`-p" TJ-NR H M - - - - i 3 - ,- PAINT H. - _ PAINT � 1 /TI A6 4A 1/11 A6 4A 15/71 A6 4A +� ,._ 7& 1`1 TG -NR I - --- ---• - +•--- __....___.._.... __._....---- ._...._.. _. _. 06 I NON -RATED 3' x 0' H M PAINT EGA STEEL 8/11 A6.4A 9/TIA6 4A 1 1517/ A6 4A 12 7$ T10% I NON -RATED i 3' x 7' -0" TG -NR HM I - I PAINT � GA STEEL $,1`l A6.4A 911IA6.4A (15/11 A6 4A 12 7108 i NON-RATED 3' -0" x 7' -0" TG -NR HM PAINT GA S T E E L ' 8 /T1 A6 4A 9 /T1A6 4A 1 15/Tl A6 4A -� 12 -- - 78 7109 _NON- FcATED ! 3' -0" x 7' -0" TG -NR H M PAINT GA STEEL $ /1`l A6.4A 9/T1A6 4A i 15 n A6 4A ' 12 T111A .... _ _ _ -0" x 7' 0 Ti-90 H.M PAINT H M. _PAINT I 1171 A6.4A 1/Tl A6.4A 1517/ A6.4A _ 28A KEY PAD ROOM SIDE _ _ 7111 B NON -RATE D _ 3'-0" x 7' -0" _ TA -NR _ S C WOOD S V H M I PAINT 1 /TI A6 4A _ 1171 A6 4A _15/11 A6 4A �_8 T111C 90 MIN _ 3' -0" x - TJ -90 HM - PAINT H M PAINT - T21 /TI A6 4A 21 /Tl A6 4A 1517/ A6 4A __._ 21 7112 NON -RATE CU _ -_ -- 74" x 7'-0" �- TJ-NR -_ HM PAIN? H M y_ PAINT 191TI A6 4A 19 /1`1 A6 4A 15111 A6 4A 3C 20 8 ' 1`113 (� 90 MIN (PR) 3' -0" x T -0" _ TH-90 __- HM PAINT I HM L PAINT [21 /1`1 A6 4A 21/T1A6 4A ` 1 5/71 A6 4A 23 l T114 NON -RATE D 3' -0" x 7' -U' TJ-NR H M PAINT -r-- HM - PAINT - 1 A6 4A _19171 A6 4A 15/1`1 A6 4A - - 3C ! - + 7115 -7 1- 06 . _ NON -RATE D v .- 3 -0 x -0 _- !_ TG -NR - - H. M --L-PAIN I GA STEEL ' _ LS /ll A6.4A 9 /TIA6 4A 15171 A6 4A 12 ' I� 7& 1 r t T116 NON -RATE D 3' -0" x 7-0" 1 TG -NR ! H. M PAINT i GA STEEL B /Tl A6.4A r 9/11A6 4A 1517/ A6 4A 12 T117 ! NON -RATED 3' -0" x 7-0" t TG -NR H.M PAINT 'GA STEEL I A6.4A 9 /TlA6 4A 1517/ A6.4A 6 7118 NUN -RATED 3' -0" x 7' -0" I TG -NR HM PAINT I GA STEEL i /1`1 A .4A 9/T1A6 4A '1 5/TI A 6 4A 12 ' _.. ___ _- ....._.. - .._ . _ _._..... ----�_ 8 6 -_- ._ 1 --------- --_- -- - -. __._ i }- 78 , L' 7119 LNON -RATED 3' -0" x 7-0" _ -_- TG -NR L� H.M - _L _EGA STEEL I _ 8/11 A6 4A _9 /T1A6.4A 1517/ A6 4A 12 7120 NONRATED 3' -0' x 7' -0" TJ -NR H.M PAINT H.M. PAINT 19/Tl A - 6 4A 19 /1`l A6.4A 1517/ A6.4A 3 ( 7121 A NUN -RATED (PR + S -2" x 7 ' -0" TR -NR �� ` H. Ni. h1 PAINT - ! - H.M - L - pHINT L19M A6.4A 19/Tl A6 4A 15/Tl A6 4A 20 , (KEY PAD OUT T121 B 3 HR (PR) 3' -2" x -0' TR -3HR H.M PAINT _ H.M :_ _ PAINT i 19/71 A6 4A 19/71 A6 4A 1517/ A5 4A 20 �- KEY PAC OUT T122 NON -RATED + (PR) 3' -0" x 7' -0" TH -NR H M PAINT HM t PAINT 19/11 A6 4A 19/TI A6 4A 15171 A6 4A - 3D - -. �. _ T123A NON -RATED 3' -0" x " -0" TJ -NR N H M PAINT H M PAINT 19/71 A6 4A 13/TI A6 4A 1517/ A6 4A 2 KEY PAD OUT � Ti 3B 90 MIN 3' -0" x 7' -0" TJ -90 H M - PAINT , HM - PAINT 19/71 A6 4A 19 /Tl A6 4A 15/71 A6 4A 22 iKEY PAD OUT T1 24A 90 MIN - ! S-O" x 7-0" - Ti-90 ~ HM PAINT HM - 'PAINT _ 19/TI A6 4A 19/1`I A6 4A 15/11 A6 4A 22 ' KEY PAD OUT N ' , 71248 ON -RATED _ 3' -0" x 7' -0" _ TA -NR ­ S C WOOD S V H M PAIN - T j 1917/ A6 4A 19 1TI A6 4A 1517/ A6 4A --- 22 'KEY PAD OUT + T125 NON-RATED - T-O" x T - 0" - TA - NR � S C WOOD S. V - r H M. -� _PAINT _r 1 /TI A6.4A 1 /1`l A6 4A 15/Tl A6 4A -^ 8 �y 7126 NON -RATED -i 3' -0" x 7' -0" _..._. TF -NR _METAL PlJNT y - METAL PAINT 6 /1`l A6 4A _9/T1A6 4A 15/Tl A6 4A 8 �- T123 NON -RATED - X-0" x 7' -0" TA -NR SC WOOD S V H M. PAINT _1 /Tl A6.4A 1/71 A6 4A 15/7 A6 4A T129 - NON - RATED (PR) 3' -0" x 7-0" TC -NR SC WOOD - S V H M - PAINT - f 1171 A5 4A - 1 /Tl A6.4A _15/Tl A6 4A 24A T131 NON -RATE D 3' -0" x T -0" TA -NR SC WOOD S V HM PAINT J 1 /71 A6 4A - 1 /Tl A6 4A 1517/ A6 4A T130 NON -RATED 3' -0" x 7 -0" TA -NR S C. WOOD S. V H M. - PAINT 2/TI A6.4A 2/1`I A6.4A 15/Tl A6 4A 8 _ T132 NON -RATED _ __ x T -0" _ _ TA -NR S C. WOOD S. V H M. _ PAINT � 1 /Tl A6.4A __ 1 /TI A6.4A 1517/ A6AA ^ - PAINT HM y PAINT i~ 1 /TI A6.4A 1171 A6 4A T133 3HR X -0" x T -0" TJ -3HR H M i 15/71 A6 4A 3C T135 NON -RATED 3' -0" x 7' -0" TA -NR S C WOOD S.V HM _ PAINT 2 /Tl A6.4A 2171 A6.4A 15/11 A6 4A 8A 7136 NON -RATED (PR 3 -0" x T -0" TC -NR S C. WOOD S V H. M - _ PAINT ~_ 1 /1`t Afi.4A 1 /1`l A6.4A 1517/ A6 4A __3D T137 NON -RATE D 3' -0" x T -0" TA -NR S. C WOOD S V. H. M - PAINT 2/TI A6.4A 2/71 A6.4A 15/11 A6 4A 3C T138 c NON -RATED 3' - x 7-0" TA -NR S C WOOD S V. HM PAINT 1171 A6.4A 1171 A6.4A 1517/ A6 4A 3 -- - - -- -- _ _.._ - - _ - T1 39 '4 T. NON -RATED 3' -0" x T -0" TA -NR S C. WOOD S V H M PAINT i 2/11 A6 4A 2171 A6 4A 15/11 A6 4A T140 NON -RATED 3' -0" x -T -0" TA -NR S C WOOD S V HM PAINT 1 /1`l A6 4A 1171 A6 4A 1511/ A6 4A _. -- 2 + _', 141 ; - NON -RATED _ 3' -0" x 7' -0" _ TA NR S C WOOD S V H M - _PAINT t 2 /1`l A6 4A 2/7 A6.4A - 15/11 A6 4A - 21 - -� - - -- T142 NON -RATED r X -O" x 7' -0" TA -NR S C WOOD S V H M. PAINT 1/71 A6.4A 1/Tl A6 4A ~ 15/Tl A6 4A 2 7143 NON -RATED 3'-0" x T -0 TA -NR - SC WOOD S.V H M. _ PAINT _1 /1`l A6.4A 1/11 A6 4A 1511/ A6.4A 2 + T144 NON -RATED 3' -0" x 7' -0" + IF--NR WD /GL. S %,. HM _ ^PAINT L _1 /1`1 A6 4A 1/71 A6.4A - 1 /TI A6 4A 15/71 A6 4A 2 - '- _T146 _NON -RATED 3 -0" x T -0" TA-NR S C W000 _S V _ _H M PAINT _ 1 171 A6.4A 1517/ A6 4A 2 -- - _ • --- - ---- -- ___�.. 1151 ~NON 3' - 0" x 7' - 0" � * TQ - NR S C WOOD S V - H M. 1 11/ - � - ~ PAINT /71 A6.4A _1 /Tl A6 4A 15 A6 4A r 1 C - ^ � 7152 NON - RATED 3' - x T -0" TA -NR S C. WOOD ti V _i H M PAINT 1 /Tl A6.4A 1 /1`1 A6 4A 15 /Tl A6 4A 3 T153 NON -RATED (PR) 3' -0" x 747' TC -NR S C WOOD V HM PAINT + 1/11 A6 4A 1 /1`1 A6 4A 15/Tl A6 4A 24 A T155 I NON -RATED 3' -0" x 7 -0" ; TA -NR S C WOOD S V _; _ HM PAINT 1 /1`l A6.4A 1 /1`l A6 4A 15/11 A6 4A 3E ' - T156 NON-RATED - X -0" x T -0" _ _ � TA -NR S C. WOOD S. V H. M. _PAINT I - 1 /Tl A6.4A 1 /71 A6.4A 1 517/ A6.4A 2 T158 NON -RATED - 3' -0" x 7-0" C WOOD S V HM _PAINT +- - '1171 A6 4A 1171 A6 4A 15!71 A6 4A 6 T159 T NON -RATED 3' -0" x 7' -0" I TA -NR S C WOOD S V H. PAINT t-' . , ; j 1 /1`l A6.4A 1171 A6.4A 15171 A6 4A _ __ 8 T16C NON - RATED _3' x T -0" i TO -NR _ SC WOOD S V HM _ _PAINT �1 /TI A6 4A _ 1171 A6 4A 15M A6 4A 2 _ ?161 T - NON -RATE D 3' -0" x 9' -10" x 1 3/4" { r 8 -NR _ ALUM FACTORY - ALUM FACTORY 2/A7 1 + - -- i VAT1 39 1 - - -- Ti 65A 9C MIN (PR) 3 x 7 TH - H M. PAINT ! H M PAINT 2/71 A6.4A 2/71 A6 4A 15/11 A6.4A 19 I T165B NON- RATED 3' -0" x 7' -0" TA -NR S C WOOD S V H M _PAINT �1 /1`l A6.4A _ 1/71 A6 4A 15/Tl A6 4A 21 11 65C NON - RATED 3' -0" x 7' -0" TA -NR S t_. WOOD S V H M 1. i PAINT 1 /TI A6.4A 1/TI A6 4A 15/71 A6 4A - 21 , 7166 i NON -RATED _ 3' -0" x 7' -0" TO -NR S C. WOOD S V _H M _~ _PAINT 1;1`1 A5.4A _1/Tl A6 4A 15/Tl A6.4A - � 8 T167 90 MIN. y 3'-0" x 7' - + TJ -90 _ H. IV, PAINT t- H h�. PAINT ?JTl A6.4A N - 2/71 .A6 4A "15/71 A6.4A 16 --. _ S V . T168 NON -RATE D 3' -0" x „- TA -NR S C WOOL 0 � -' � H M PAINT 1 /1`l _ w A6.4A 1 /1`l A6.4A 1517/ A6 4A 8 r __ + T169 NON -RATED - - 3'-0" x 7' -0" - _-i -TM -NR WD /GL. S V H M PAINT 1/71 A6.4A 1171 A6.4A 15/11 A6 4A 8 -- T171 9C MIN 3' -0" x 7 =0" 1 Ti-90 H M PAINT H M -- t -- PAINT 2/11 4A 2/71 A6.4A 1517/ A6 4A 8 T172A I - 90 MIN -- ( PRi 3' - C1" x 7 TS - 90 H.M I PAINT ( H M PAINT 21/71 A6 4A 21/TIA6 4A 517/ A6 4A 1 ► - �- __- 1_____ .�.. _ _ 4D T172B 90 MIN 3 -0" x , -0' TJ -90 HW PAINT H.M I PAINT 7 2/TI A6 4A 2171 A6 4A 1517/ A6.4A �1 C T174 ! 90 MIN (PR) Y -0" x 7-0r' TS -90 H.M PAINT ' H. 'r [. - -- PAINT 21R A6.4A 21MA6.4A 15/11 A6 4A 4D T176 NON-RATED 3' -0" x 7-0" x 1 3/4" i - - H -NR WOOD S 8 V M 7 - _ _ PAINT 7 /A, 1 7/A71 3IA71 6 T177 NON -RATED 3' -0" x 7' -0" x 1 3/4" fi H-NR r- WOOD �_ S 8 V H M - PAINT ' 7/A7 1 _ 7 /A7 1 31A7 1 6 7180 NON - RATED 3'-0" x T - 0" TA - NR S C WOOD S V H M PAINT 1/71 A6 4A 1/'n A6 4A 15/1`1 A6 4A 3 T181A 90 MIN 3 - x - 0' x 1 3/4' _ G - 90 _ H.M PAINT H M PAINT _ 14/A7 1 14/A7 1 ► 3 /A7 1 25 KEY PAD ROOM SIDE - - - - _ T181 B - 3' -0" x 7 -10" x 1 3/4" - _B -NR ALUM -� FACTORY _ALUM , FACTORY 2/A7 1 - -_ i 1 /A7.1 1 27 KEY PAD 0 INT. _SIDE T182 - NON -RATED 3'-0" x 7' -0" TA -NR - S C. WOOD S V. -_� H M. -__ - PAINT �1/ Tl A6.4A 1/TI A6.4A 1517/ A6.4A - 3 - - - TENANT IMPROVEMENT - DOOR HARDWARE SCHEDULE - FIRST FL OOR DEAD BOLT I ► r CON CEALED SURFACE ( + j DOOR + SMOKE I WEATHER PANIC PRIVACY PASSAGE LOCK PUSH/ CYLINDER Kk:K ` AUTOMAtIC 'ELECTRIC CARD MONITORING ORING AUTOMATIC MOUNTED HOLD I NO CLOSER SEAL STRIPPING PUSHBAR 'LATCHSFT LATCHSET LATCHSET PULL I LOCK i PLATE ' OPENER S LATCH READER DEVICE FLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN I i I f i PUSH _T100C x - -- - 1 - x - --- I ONLY X I EB, BB ' PUSH , t ff LT100D X - L I ' ONLY I X X X I x ( EB, BB I 1`1 O1 A _ - -X �--.�X _X X _ X X X x ► �- t_`_ E 8 T 101 B _ -�•- -- -..._ �._ . _..� _ __. X _ 7101 C X X X _ ... _._ �..._.. S I � - + ___...- .._...._. _ . _ _ _x _ _ ___ - -•�-- ___ X ..___ _ t_ -. 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X _ -- i ____. _ _..- - ,• -- -- __.._._... ___ _..___ ._ -._.__ ... __.. _ __..__ ...____ _.- ...____ ._.._..._ __.__ f...____ �+-- ------ .- + - ---- - - -..__ _- , �T 153 T - X �� I TRILOGY s �~ SH T155 1---x ~� ' TRILOGY X x r - - SH t �T156 +' X + X X EB BB --- -- t 7158 X 1 + EB X X --fi- X X x � �0 L _2159 _ X X I X X - -�--- X f - ------ X ---- ---- -- ►_ E B _ ; ► 7160 '� - - X , I � X X 90 T 161 --- • - -- ---- -- - - .._ _ - - . L � ` X X - � - � -- --•�- ---• - - •- .- �- •- �-• --X --- - •- -+-- -- -•...- x � ..�.._._ X ........_.. X _�..._.... ..�.._... . _.______:_ B ` _._.t..........__..____. _ f- - ---,- --- T •- ---- - 1 - -,-- -- - _ _� . +E B . NRP, B T165A X + I X ` 2 SIDES �� X X � SH 7 T165C X_ X X X X X X I _EB. BB ' 7166 ► X -'_ _. 7167 + X ------ r ---- -- ---- �-- ._._._ --• ._._ ••._ ---2--S-i ._... _�. . }. _._ . . ' .� X I x IDES - -- j �X � SH -� T168 X i - -X� X X _ 1 ___. _ ---- ---- -- f--- •- - •-�•-- _ _ T169 X X --� ;______ '.,�. _' ° ___�----- "- ----- --•-- - -- X X --- �--- -- x ` _ ._ _ ._ _EB. B B ► --- ---- -- -- - 1-- - ---, -- X _ �....�. X �x _ X E B BB f-- 7171 _x �. - ! • __ . _ X X X _ _. _. - ,. #- ._j..._.�_•�. + T172A � X X - '!"_'.`"' _ I - • -�---. . __.._..`._.. ._.'.. 2 SIDES X ..-... ___�__...•_. � E r C �T172B t X X _ ' X. X r B B _ 7174 - X X _ + X 2 SIDES + x --t- --a ~ T176 x 2 SIDES x 7177 X � --- -- -_ _ ;.- _ _._ ' - -- --- --- -._ __ __ _.__ -- _ -B --�- - -_ -__ - -- -- J _._.X _ -____. 2 SIDES _.-. X _ _ - �- B _BB T180 X 2 SIDE S _ _- _#____.. _ ___ __ -. -_ _ -- T 181 A X - x -- 1-- --- - -- --- - - __ - _ x _ - _ -- - -- - - - - - - --•� - X -- }--- X - -- -: ---- x B H 90 --- - -- - - -� r T 181 B + X + X t--- x X j - x -- X - -_ - E E3 B _ �--- - - -- --- - - - - -.� -- _ _.-- �_____ _ _.._ - - - - f - -�- - E B • NRP . B B � T182 , _X X 2 SIDES ; ---1 SH --- 90 FUTURE DEVICE - _ _ r- - --- - --- - -- - --1 - -- -�- - u9 , Of o ` 4 r Mqr ?WrW4 how cl w� SEE SHEET TI A6.4A FOR T.I. DOOR 1YPES AND ALL HARDWARE NOTES. f r Mqr ?WrW4 how cl w� SEE SHEET TI A6.4A FOR T.I. DOOR 1YPES AND ALL HARDWARE NOTES. i TENANT IMPROVEMENT -DOOR SCHEDULE -THIRD FLOOR DOOR ASSEMBLY DOOR FRAME _ HARDWARE I NO. ' RATING SIZE TYPE MATERIAL FINISH MATERIAL FINISH HEAD AMR ` 61LL i _NOTES � REMARKS T300A NON -RATED (PR) 3' -Or' x 7'-0'' TH -NR H M. PAINT H M PAINT 1 /Tl A6.4A lfn AS dA t 1541 A6 4A 1D __ ' NON -RATED Y x T-0" TA -NR ' S ' C. WOOD S.V. HM PAINT 1171 A6 4A 1171 A6 4A 1' A6 4A - 21 _ T301 NON -RATED 3' x 71 40" TA -NR SC WOOD S V. H M _PAINT 1/Tl A6 4A 1 /T1 A6 4A 1971 A6 4A ~ Z .. 6' - 3'- - l 7302 NON -RATED x T 4r TA -NR S C. WOOD S.V. - HM ~� PAINT 1 /7I AS 4A ~ 1171 AS 4A 1i/Tl A6 4A T303 NON -RATED 3' x 7'4r TA-NR S C WOOD S V. HM PAINT 1 1 /Tl A6.4A 1/11 AS 4A ' 1 3/Tl A6.4A 4 _7304 NON -RATED 3'-0" x r TA -NR S.C. WOOD S -V - H. PAINT 1 /Tl A6.4A 1 /Tl A6 4A ' 1541 A6.4A 2C 7305 NON -RATED 3'�" x Td`" t _ _ .._ . �_ ... _.__ ... _ TA -NR S.0 WOOD S.V- HM PAINT 1 /Tl A6 4A 1/11 AS 4A 15/71 A6 4A 4 T306 NON -RATED _ 3' -0" x 740" _._ TA -NR S.C. WOOD S V _ �+ H. M . PAINT �__1 /TI A6 4A - 1171 AE 4A 15M A6 4A 3 _ T307 NON -RATED 3'-6" x T-0" TA -NR S C. WOOD S. V. H. M 4 y PAINT 1 /TI A6.4A 1171 A6.4A 15 /Tl A6 4A - A NON-RATED T308A NO _ � •- � --- - -- ---- - 1 ,_. _ _._._.- -- ._�......___...._..__._- __.._ 3� -0' x 7-Or TA -NR S_.C. WOOD S.V H M PAINT I 1 A6.4A _1/Tl A6 4A 15 A6 4A 5 "� ,_. _ TE . - . 3._pr x ,_0„ . _... TA -NR S C. WOOD'.... - -..__- �.._._... . �._. _. _. _ T308B NON-RA 7 ' _ S.V. H. M PAINT 1 /T1 A6.4A 1/11 A6 4A 15'71 A6 4A ' S �_...._. _. _ .._..__...._ ..._._.., 7309 NON - RATED PR) 2' -6" x T-0" TC -NR S C. WOOD S.V. _-4 ( H. M - PAINT 1171 A6.4A 1171 A6 4A 15. Tl A6.4A 3D _ I _ 7`31 OA NON -RATED 3' - x 7- - TA -NR S C WOOD S.V H M - PAINT 1171 AE.4A 1171 A6 4A 15iT1 A6 4A 6 � _ T31 OB NON -RATED 3' x 7' -0'' x 1 3/4" H -N,R WOOD _.. S 8 V 7/A7 1 31A7 - - ` l - H. M - PAINT - -_ _ . _ i... _ .. _7/A7.1 _; ... A7 1 _6 T311A NO ? 7 N M PAINT ! N -RATE V -0" x ' -0" TA -NR S C. WOOD S V. _' 1 TI A6 44 - 1 M _ A6 4A 15/T' A6 4A • - 6 T311B NON - RATED 3' -0" x 740" x 1 3/4" H -NR WOOD S 8 V ' HM PAINT 7/A7 1 7 1AI 1 31AI 1 ► 6 T312 NON -RATED 3' -0" x 7'-0" TM NR WD /GL S.V. } `'H.M PAINT 1/11 A6.4A 1171 A6 4A 15171 A6 4A 8A t __ T _ tl3A �.� NON -RATED _ _ 3' -0" x 7' -0" _ _ TA -NR • _ " S C WOOD S.V. _ H.M PAINT ! 1/Tl A6.4A _1/11 A6.4A 15/71 A6.4A 8 t31313 NON-RATED 3' -0" x 7' -0" _ - TA -NR S C. WOOD - S. V. _ w - H.M - _PAINT 1 /Tl A6 4A 1/11 .A6.4A _15/71 A6 4A - 8A �T3 __ .. _. ___ - 3 NON -RATED 3' -0" x T -0" TA NR S C. WOOD S V. ! H M PAINT -� 1111 A6.4A - 1/11 A6 4A 15 /Ti A6 4A _ T315A NON - RATED 3' -0" x 7' - TA - NR S C. WOOD S V HM _PAINT 1/71 A6.4A 1/71 A6 4A 15/Tl A6 4A _ 8 - T31 5B NON - RATE D 3 - 0" x 7 -- TA NR S C. WOOD ._--S V fi - - H M PAINT * 1 /TI A6 4A - 1171 A6 4A 1 ► /Tl A6 4A T316 NON -RATED 3' - x 7-0" TA NR S C. WOOD S V _ P � '!/ H M PAINT 11 A6.4A - 1/11 A6 4A 15/71 A6 4A - _ _._...._. - _._ . 2 731; NON -RATED 3' -0" x 7'-0" TA -NR S - . C. WOOD _ S V HM PAINT 1/11 A6.4A 1 171 A6 4A 15 /T1 A6.4A 2 7318 NON -RATED 3' -0" x 7-0" TA -NR SC WOOD S V i H M _P f AINT 1171 A6 4A _1171 A6 4A _15 /Tl A6 4A - T319 NON -RATED 3' -0" x 7-0" TA -NR S.C. WOOD - S V. _ _ H.M Y PANT_1 /Tl A6.4A 1171 A6 4A 15 /T1 A6.4A ! - 2 T320C NON -RATED 3' -0" x 7' -0" TA NR , S.C. WOOD S V. _ i - HM I PAINT 1 1T1 A6.4A 1/11 A6.4A 5/ TI A6.4A 21 7321 N�)N -RATED _ 3' -0" x T-0" TA -NR S C WOOD y S V H M _ _ P AINT _ 11T1 A6.4A 1171 A6 4A 15/11 A6 4A 1 _ _. - T322 NON -RATED - 3' -0" x 7' -0" - TA -NR ' S C WOOD ~ S V _ - H M 7 PAINT I_ 1IT1 A6 4A - 1/7`1 A6 aA 15/71 A6 4A � 3 T323 NON RATED 3' -0" x 7' -0" TA -NR S C. WOOD S. V. H. M _ PAINT /11 A6.4A 1171 A6 4A 15 /T1 A6.4A 1C T324 NON -RATE D - - 3 -0 x. i -0" TA -NR S C WOOD S V ! H M r PAINT 1 /Tl A6 4A 1M A6 4A 15 /Tl A6 4A - 7325 NON -RATED _3' -0" x 7_0 _ TA -NR S C WOOD - - - 5 V - _ _ T325 I - - ----- H M PA NT +1 A6 4A 11 A6 4A 1.5 /Tl A6.4A 2 T326 NON - RATED - 3' -0" x 7' -0" -' TA-NR y S C. WOOD S. "��H.M ~ -: PAINT 1 /Tl A6.4A 1IT1 A6 4A 15 /Tl A6 4A _ 2 f T330 NON - RATED _ - 3'-0" X 71 -0 - _. ... -- _ TA -NR S C WOOD S V. H.M PAINT 1 /Tl A6.4A 1/11 .A6 4A 15/11 A6.4A 21A 7331 NON -RATED _ ,- 3' -C" X -0" - TA NFc S C WOOD S. V. H. M. PAINT - 1171 A6.4A - 1/71 A6 4A 15/11 A6.4A t 7332 NON -RATED 3' -0" x 7-0" TA -NR S C WOOD S V ' HM _PAINT ! 1/17 A6.4A 1/71 A6 4A 15/71 A6 4A - T333 NON -RATED 3' -0" x 7' -0" TA -NR S C WOOD S. V. HM `t PAINT 1 /Tl A6.4A 1 /Tl A6 4A 15111 A6 4A 2 + T334 NON -RATED 3' -0" x 7 1-0" TA -NR S C. WOOD S V H.M PAINT 1/T1 A6 4A 1/T1 A6 4A 15 /Tl A6 4A 8 ; J T335 NON -RATED _3' -0" x 7-0" TA -NR S C WOOD _S V `.�H.M PAINT 1 /Tl A6.4A 1171 A6 4A 15/71 A6.4A 3E - -- T336 NON -RATED 3' -0" x 7' -0" - 1A -NF, 'SC WOOD _ S. V. H.M PAINT 11Tl A6.4A 1 /Tl A6.4A 15111 A6 4A 2 - " ' T337 NON -RATED - _ 3-0 x 7 -p" TA NR S.0 WOOD S.V. - ..._H M -.�..� 'PAINT 1 - 1 /T1 A6.4A /TI ~-•.. -. 2 - _..._.... -.. i _ _� �1 A6.4A �15 /Tl A6.4A -` " 7338 NON -RATED 3' -0" x 7' -0" TA -NR S C WOOD S.V. 'PAINT �" H.M. T PAINT 1i11 A6.4A 1117 A6.4A 15 /Tl A6.4A -- -- .,..._...... 2 T339A NON -RATED _ 3' -0" x 7' -0" : TA -NR _ S '- -- ---•- I ..___._.__.... _ _._; C WOOD S V ; H M PAINT 1 /71 A6 4A 1 171 A6 4A 15/71 A6 4A 21 �._ -- 73396 NON -RATED 3' -0" x 7' -0" _ _ _ .r.- -- rw TA -NR S ., WOOD S.V. t _H.M PAINT 1171 A6.4A 1/71 A6 4A _15/Tl A6 4A 21 _ T340 NON -RATED 3' -0" x T -0 - TA -NR SC WOOD S V HM PAINT 1 /Tl A6 4A _ 1111 A6 4A 15/71 A6 4A 7345 NON -RATED 3' -0" x 7' -0" TA -NR S C WOOD S V HM PAINT 1 /Tl A6 4A _1/71 A6 4A 15/71 A6.4A 2 3' -0" x 7' -0° 7346 NON -RATED -- ' - - - -- _ - TA -NR S C WOOD S V. i H M PAINT _1 /11 A6.4A 1/71 A6 4A X15 /11 A6.4A 2 � I _ T347 NON - RATED 3' - x 7' - TA -r4R 'SC lv^/OOD S V. ? -~ H M PAINT 1 /Tl A6 4A 1171 A6 4A - 15/11 A6 4A 2 _7348 NON-RATED _ 3' -0" x 7'-0" TA -NR �S C WO�;D S V H M _ PAINT 1171 A6 4A 1/ 71 A6 4A - * I * 5/71 A6 4A _2 - - 7349 NON -RATED - �3' - x 7' -0" -�- TA -NR S C WOOD S V ^ ��_H M __PAINT 1/Tl A6.4A 1171 A6 4A - 15/71 A6 4A 2 + 7350 T NUN -RATED 3' - x 7' - - TA NR S C WOOD - S. V, - ' H.M _PAINT 1111 A6.4A 1/11 A6.4A 15/71 A6 4A - 3E- _. -__.._ 7 NON -RATED 3' -0" x 7-0" TA -NR S C WOOD S V H M PAINT 1 /Tl A6 4A 1171 A6 4A 15/Tl A6 4A 2 ~ ' - 7352 NON -RATED 3' -0" x 7' -0" x 1 314" H- NR - - - -° - _._.. _......_ _y _ .... _....._... _......_.._ N WOOD S& V H M _PAINT 7 /A7 1 7/A7 1 3 1A7 1 5 -' T353 NON -RATED 3' -0" x 7' -0" x 1 314'' H -NR WOOD S 8 V _ H M - PAINT , 7 /A7 1 N - 7 /A7 1 3 1A7 1 5 TENANT IMPROVEMENT - DOOR HARDWARE SCHEDULE - THIRD FLOOR DEAD BOLT' � � CONCEALED SURFACE DOOR SMOKE WEATHER I PANIC PRIVACY I PASSAGE LOCK PUSH / CYLINDER KICK AUTOMATIC ELECTRIC CARD IMONITORING AUTOMATIC MOUNTED I HOLD NO I CLOSER SEAL STRIPPING PUSHBAR LATCHSET LATCHSET 'LATCHSET PULL ) LOCK i PLATE OPENER I H A I H L READER DEVICE IFLUS BOLTS � FLUSH BOLTS BUTT NOTES OPEN T300A X X X _X ' r_ T300B f _`__ _+__ __ ._ .�_. _ ...._ __ ..1.....� _..._. __..___ _�.____.,,.�.�,. _ 86 E8 - .._ ; _.._ - _ _... - _ _.... __ - -_. __ _� X _._ - _.. __ X _ _ ___.._._._ _ __-- - ._ _.._ . _ . T301 x 10- 7302 ._ X X - .�.... ' - X ^t... -_X -..- -- -- - - -- -.-- SH 90 7303 �.... _._ ._.�.._. X 6B T304 X 7305 X -- t• ----. _ __�__�__._._.�._ . -___ __ _ __.._- _- _- -- - - -- - �_.__.. H - - -• - -. _. - T:? 06 X- -- _..------------- ---- -1 _.. .�._..._.__ _.._. _.. _- .�.._..� .� ..� - - -- } -- -- ..i ---- -- 5 y 730' ►- - _.�.. _ X_.._.___ . 180 X ____._..._... ._ _____ -- _._•� --- __ .- ______ SH ' T308A �- X �__ __ ��._., -_. _ X _ ._ M.._._ _._�_.___._ _ ..__.. - _ __..._ .._._..--- _.._....___ I _._.' SH . ••,�_ • --+• �...... .i___.. T308BX - _.� ....._._ �._ _.__._. X �. ...L _...._ _�.. _.. +.- -t-. -�-. _._.._.......r..... L._ -- -._.._ .___ _._, __ _ _..: _ _ _ r--• 7309 __._ + X I SH .... _ --- rt ---- -- t-___ 1p T-31013 -.-.. X . ._......,. �. ........� X 2 SIDES - •..._.._...._. ._.....�.. __..._._... _ _._..._;.� ... SH _..._......__.�..�,._.._ --. x - � - - - -- -•fi - -- - , _ -- ____.. . 7311 B H X _. _....._�._ _.._._.___ _._ _.. _ ______ . -_ --- �. - - - - -- __ -.__ _ _____ 1. �.. _ X 2 SIDES � , _ BB }--� 7312 J__.. X X ._ s.. ..._...... _..._._...�.._....._....._..._. _. X 2 SIDES X E B - -• - - -• - _ _____._._. X T313B X { _ E B T314 X X X T 315A X X X .__ X X X E B B r r7X ! X X ---- - ---- .-�- -- 4- .._ - 7316 c _ x _ -- = SH i rt `---- ----- -�-_ _ - w..._ ._._ 7317 X "X X -_ j r _.. _ -- - r_._...- - . _. _. __ ..._ .. X _.._ _ ._.._ _... _ ...__ ._ _ _ __.. _ _ -- +- ..`� �_..__. _ - --fi - ____ ; ._.�____ __ _ - - _! ._._ __ S H _..- - -• .._ 90 - __.- _T319 X , 90 SH j T 321 x _ T x - _ ---- -- ___-- �_._. --- x X �_____,_ X _ r � X I w __ , ► E B B B� - Y ! .` -.-. .I�.r...._ X _.+ wr... �..r._..�..r.- ._,+r.►w+rl�w X 1 t r .� ir - - •�'_T. _..'.r...F.._ -.. .fir --.. .....7_. -.w. _ + T322 . M X ; °• ---�-• -- 1 ` _ S H 90 _...._...� X _ _ _ ..... __ X J SH -- .._... - T323 X r" - X _ - ------ -- ---_ X _._ »..-. _._..__.___ _ B ► -- '- ..._._._ _.._... _ - - -- -�-_ .f.. ---- -- ......______.I._ _......._._....�..... -. _ _.1._. B _.....__.. T324 X - S H }- - 7325 _ X T326 X t .-- .*....... ._.. F 7330 .�.. X -_X _.__._._._ __.__.._w.._____ ' __- -- ' _. __ -__ -' -SH _ � -g� -- _ __ _L_. ____._.... _ _ X �X -`- - ._....__ 7331 X I - T .. ._- 7332 ��X 1_ ;- -;-- Y- -•- -__ _.._._... _� .._ ...____ _... , ......___. _.....� ._. ......�... _._......._._. _ '-T333 - j X SH ,.. t..._ 90 _ , .�.�....,...� ~ .... X 7334 _..,.....i...___.._._._.....,,. ___..._.�__...__._....___ - .....- .._._._... _..._.._......�._....._. .._...�.._._- ..._.._ ._. I.._..,._ �r ._.._..._,..._......_..� -...- _. _ _.._.�...__ _ ....._.�..__...., _. .._.r._... __� .._... ___._._._. �_SH .- --.� .._....._.......�..,_ -• _ _.___ w.+..... --.. - +.-._. ....r.._....... ___..._.... �.w..�_.�_.. � .�...r.. _ _ - ._..._ - - ...�... r. X EB ..._...___'y____.__ -.. TRILQGY ;X T335 X -. EB _ T336 X 7337 .._ ._.__.- _. ._.__....__.s._ _ _.. _- 1- - _-- ..._..__.__� ..__. ;... _.,,. _ ' _ . _ - ..__ _.�..._ _ I _..,__....w_ ?.. SH ..__....._. _._ __ _ .._.__._..._. X .... _ ..._ . ___._. ' _ _ 11I .._. _- .._.- ' ._..._._..___._.._._.._ - .____...___..._.__ t __._ ______ . SH T339A X �«- X YX X _`X - X X E B_ i- - T339B X X -�' ------- ----"� -- --- - -- ___�_ g g 7340 ' -a-- ___. X X -� -- X X _ X -- ___4_,__ B. 9B 7345 X i '.'`' -_ S Li 7346 __...._.. _..._�...._.._._..._._..f.__... - ..__..._ E ___...._......_.._._.__.:�... _.__,. ..... SH _ T347 f ... ..- ...�,.._. }- X ..- .�,...._ .�._._.- ....... _.. ._._.... + _....._..�._ __.._...... _ _._____.._._ _._.__.. _._.._.._�. SH 7350 X S H X X - TR I GY X _- LO L_ T351 x i - X -� ._ . t� - ._ _ _ SH - ________ 1. �._ .. _�_.._._ _ ____ ___ _ 7352 X ..X -�--• _" __ _�_ -__- �- �-- X T353 -X--- - S H I X -t-- --- H --- ----- _ FUTURE DEVICE t r Of WOO t0 JuN i 1 2111114 AS fvn' ANY Q 2 � ' z P EAft i BEN ER SEE SHEET TI A6.4A FOR T.I. DOOR TYPES AND ALL HARDWARE NOTES. LANCE MUELLER 6 ASSOCIATES r► W C H 1 T E C T d A 1 ,A 130 LAKESIDE - SEATTLE, WA 98122 • 206 325 2553 f •� t - - DEPARTMENT OF HOMELAND SEC URITY 02 - ;35 - TH FL OOR - DOOR SCHEDULE SHEET S;ABEY (`- r 23N RE p� d own by ol+s sox REV IEW 3 _ - 3 -18-04 IT S- 5 MIT SUPI17 SEATTLE DISTRICT OFFICE CO RPORATION pROPERTYOFTHEUNITEDSTATES T I chocked by UINCE P. MUEUER ALL 4- - 4 - 19 - 04 S -7- A6 12500 TUKWILA INTERNATIONAL 40VERNMENT FOR OFFICIAL USE ONIY DO BLVD �,�,� Toy e. -1 - SEATTLE, WASHINGTON T I NO REMOVE THIS NOTICE. PROPERLY DESTROY DOCUME NTS WHEN NO LONGER -- --� dote NEEDED N 0. ISSUE DATE NO. ISSUE DATE _0 V .- .i. -w..._ _._. _ ._._... _.a . ._ _ -„ _. _... .. _- r- ..._.►_ ___ ___--- _. .... - r= -r.. _. l o b a :... -.►.At . I' SI ''i.�1� �.w/� ..T -•111. r .J. +l .Ji...r' . 11 r 4 y TENANT IMPROVEMENT - DOOR SCHEDULE - FOURTH FLOOR DOOR ASSEMBLY DOOR FRAME _ - _ -HARDWARE' I . - NO RATING SIZE TYPE ' MATERIAL FINISH * MATERIAL - FINISH - HEAD JAMB SILL 1 NOTES I _ REMARKS _ -0 T400A NON -RATED T-O" x 7'" TA -NR 'S C WOOD S.V ' H M PAINT 1/TI AS 4A ' 1/Tl A6.4A • 1:J l A6.4A __ 21 . + T400B NON -RATED T -0" x 7'4" TA -NR S C. WOOD S.V ' HM PAINT /ITI AS 4A 1/Tl A6 4A 1 v A6 4A * 21 .7 . T401A NON -RATED T -0" x 7`4" TP -NR i S.0 WOOD S•V I H M PAINT 1 /Tl A6.4A 1 /TI AS 4A 1 i/Tl A6.4A 21 74018 NON -RATED 3 - 0 x T TP -NR S C WOOD _ .__ S.V __ H M _ PAINT i /TI A6AA 1/11 A6 4A 1 50M A6.4A 2 1 7401 1 ._ �._ "'t .. �..... ._ C NON -RATED 3'-0" x 7'-0" TA -NR S C. WOOD S.V H. '- _ PAINT - - 1/TI A6.4A _ 1/Tl A6.4A 15171 A6.4A $ - } -7401 - +..__.._._ -_. -._ . __.--I D NON - RATED 3'-0" x 7'-0" TP - NR " S. C. WOOD S.V -' H M ' PAINT � 1/TI A6.4A 1/11 A6 4A 1 �JTI P6.4A _ 21 _ _ _ 1 T401 E NON - RATED T x 7`-0" TP - NR ' S C WOOD S.V H M _ PAINT � 1/TI A6 4A 1 /Tl A6 4A 15�M A6.4A - 21 I - _ ' - T402A NON -RATED Y- O" x 7'-0" TA -NR S.0 WOOD S -V , H M PAINT 1/TI A6 4A _ 1 /Tl A6 4A _1 a/TI A6.4A - - 13 1 - - - T402B NON -RATED 3'-0" x 7'd)" TA -NR 4 S C WOOD - S V '__ H M r __PAINT 1/TI A6 4A 1 /7`l AF 4A 15✓TI A6 4A _ 4C _ .t__ ._ - __. -. -_ .-_..._._.__ ._..__.� 4C r T404 NON -RATED 3'-0" x "-0" TA -NR I S C. WOOD S. V H M PAINT r 1 /TI A6 4A 1 /TI A6 4A 15!71 A6 4A � 2 _._ _ L ._ __ - -____ _._ - - -- _ __..-_ ___._- 1 - - _ ... __. .. T405 NON -RATED 3' x r4r' TA -NR 'S C. WOOD S.V H M PAINT ' I T A6.4A ' 1/Tl AE 4A 15/71 AS.4A Z r -- - ........-_ . _._ --� _•--- _-•--___ ___._. _, 7406 NON - RATED' . 3' -0" x 7'-0" TA -NR S C WOOD S.V . _i_ - - - H M PAINT 1/TI A6 4A 1 /Tl A15AA 15/TI A6.4A z 1. - ; - - _ - _ , _.. _ __ _- ITRILOGY RM 7402 - - -I T408A NON -RATED 3' -0" x 7'-0" ; TA -NR I S C WOOD ' S V I H M PAINT i 1 /TI A6.4A ' 1 /Tl A6 4A ' 15.'T1 A6 4A 1 B ►SIDE 1. . - r TRILOGY @ RM T408 ', I T40813 NON -RATED V -0" x 7'-0" 1 _ TA -NR ( S C WOOD S.V. I _H M _ i PAINT 1 1/TI A6 4A __1_/71 A6.4A ' 15/'1 A6 4A 1 B �SiDE _. 7409 ZO M irJ 3' - Or' x T -0" x 13/4" H•NR WOOD S 8 V H M PAINT 7/A7.1 7/A7 1 _ 31A7 1 i -_ -6 _ _ - --� i _- « -._. -. ...___ _.. _...._. T410 20 M iN 3' x 7' - x 1 3/4" H -NR WOOD ! S 8 V I H. M PAINT �'7/A7.1 j 7/A7 1 -- 3 /A7 1 6 I 7411 NON -RATED Y -0" x f'-0" TA -NR S C WOOD S V. 1 H M PAINT 1/TI A6 4A 1 /TI A6.4A 15/TI A6.4A _ 1 B , _ i __.. T41" NON -RATED 3' -0" x 7'-0" TA -NR ; S C WOOD S.V H M ' PAINT 1171 A6 4A 1/TI AE 4A 15/TI A6 4A -1 fi __ _ ,... .. . _. --- --- i- .._...._.- ..- . -..__. ..- .. ___ •_._. -._. __ 741'1 NON - RATED 3' -0„ x 7.-0" - _ TA -NR f S C WOOD _ S V _ - - H M - PAINT - - 1 /TI A6 4A 1 /Tl A6 4A 15/71 A6 4A .- - - 2 1 _ _ I 7414 NON - RATED 3-0 x 7- 0" TA - NR . S C WOOD S V ! _H M I PAINT ! 1/TI A6 4A ' ^ 1 /1l A6 4A 15/ A6 4A 2 _ _ i __..... ..­­ . - ► - - -- -- t -- - _..._ - _. - ..�_ .. T416 NON -RATED 3' 4" x T -0" TA -NR S C WOOD S V H M PAINT r 11TI AE 4A 1 /TI A6 4A ^ 1 5, -1 .A6.4A 2 -- T417 NON - RATED 3'-0" x 7' -0" �TA•NR . S.C. WOOD S.V. - . H M PAINT 1 /TI A6.4A 1 /7`l A6 4A 15/71 A6.4A 2 7418 NON -RATED 3' -0' x 11 T _'�." ._ _ .__ .. _ 0 A -NR S C WOOD S.V. ��H M. PAINT 1/TI A6.4A 1/71 A6.4A 15rn A6.4A 8 7419 NON -RATED 3-0 x 7 0 TF NR METAL PAINT METAL PAINT '!ITI A6 4A 1 /Tl A6 4A 15M A6.4A 8 ! _ 7`420 NON -RA " '. - - - - -- - .- �- - - __,. .__._- .. .--4--------..-----.--- ---- -.---� TED _ 3-0 x 7-0 . TA NR �S.0 WOOD -, S.V � H M � -�^ PAINT � 1 /TI A6AA 1�T1 A6 4A 15/TI A6.4A 2 ._ +�_._ ...f__..........._..._ . -_.__ 7422 NON -RATED 3' - x T-0" TA -NR S C. WOOD S V H M _ PAINT ; 11TI A6 4A ­_ l/TI A6 4A 15/TI A6 4A 21 }___ -_ - . -- -- .- ... - -._ ...__ -- - - __ +---.- • T425 NON - RATED T -0" x T-0" TA -NR S C WOOD S.V H M ~ PAINT �1 /Ti A6.4A _1/11 A6 4A 15/TI A6.4A 2 ~�. i - _....J.. _-. _ ..... _ T426 NON - RATE D 3' -0" x 7' -0" TA -NR .SC WOOD S V ! H M PAINT , 1/TI AS 4A _1 /7`1 A6 4A 15/71 A6.4A 2 1 �___ . _ - _.__..- .._ . _ _ - 1 742 % NON-RATE 3 -0 x 7 -0 TA- NR S C. WOOD S. v H. M _ PA.INT 1 ITI A6.4A 1 /7`l A6 4A 15/71 A6.4A _2 _ _ i -- - . - -. - - _ -• - - - -. -• T428 NON - RATED 3' -0" x 7"4Y' TA -NR S C WOOD S v 1- - H M PAINT 1 1/T A6 4A 1 /TI A6 4A 15/TI A6 4A 2 . _._.._ '- T429 NON- RATED �- 3'-0 x 7' -0' TM -NR - WD /GL. -' S v . ~ N M � -_�_� PAINT T1/Ti A6 4A 1171 A6 4A 15/TI A6 4A 8A - �'- T431A NON -RATED 3' - -- _. - -- ,- - -- __ _. ._d_.___._._..___.._.. -.._. ----- 4 -0" x T -0" TA -NR S C WOOD S V H M . P - 1/TI AS 4A 1171 A6 4A 15/TI A6 4A AINT - _ 2 - ._ ._ . _.. _ _. ___ ._..___. _ __,___.___.___ "' 7431B NON -RATED 3' -0" x 7`-0" TA -NR ' S C WOOD S.V H M PAINT 1/TI A6.4A 1111 A6 4A 15/TI A6.4A 8 _. - - _... -I- - _ - ­­ -- .i..__ - _. ___... - -. _ __._.. __'- .i._.._- _ -..._- --- ._._._._... _._..-._.. -M T432 NON -RATED 3' -0" x 7`-0" TA -NR S C WOOD S.V ; H M PAINT ' 1 /TI A6 4A 1/11 A6 4A 15/TI A6 4A 1 ! 1 __ ..... . 7 433 NON -RATED 3' -0" x i' 0" TA -NR S C WOOD S.V H M PAINT 1171 A6 4A ��1 /7`l AF.4A �15/TI A6.4A _.._..._2 _- `-" �" "��'__ _.,.._... __ . - ...._ _ _.__... _ _. _ . ._..+_._.. . -r-• _- .___..._. .. -4 T434 NON -RATED 3' -0" x T -0" . TA -NR S C WOOD S.V H.M PAINT 1171 A6.4A 1171 A6 4A 15/71 A6.4A 2 �� ---- -- --- __.__. -_ _ .. _.. - _ . .. - _ _ . - . -- - -- I T435A NON -RATED _ _ __ _�-­ . 3' -0" x 7' -0" ' TA -NR S C WOOD _S. V _ --- �- - - -- _.. _ ._ _..... _ ._., H M PAINT 1 /TI A6 4A __ i/TI A6 4A _ 15/TI A6.4A - - 8 _ _ I T435B NON -RATED - 3' -0" x T -0" TA - INR S C WOOD S.V _ r H M - PAINT ' 1 /TI A6 4A ' 1 /Tl A6 4A 15/TI A6.4A r- - -- ' __._.r 1 7436 NON -RATED 3' -0" x -0' TA -NFL S C WOOD S V H M PAINT 1171 AS 4A 1171 A6 4A 15171 A6.4A 1 ! ___ ..�.. -.. . - ........ .. 1._.. -- - i .._.._.� __._._...___ _______•_ T43- NON -RATED 3' -0" x T -0" TA -NR . S C WOOD S V H M �. PAINT 1 /TI AS 4A 1 /7`l A6 4A 15/7`1 AS 4A 2 - , -. ____ _. -._.. T439A NON -RATED 3' -0" x 7' -0" ' _ TA -NR S C WOOD S V H. M PAINT 1!TI AG 4A 117`1 A6.4A 15/71 A6.4A g -_.__ ...._._.. -. _._.. _..._ ..___. ___.., + - -- -I T439B NON -RATED __ 3' -0" x T -0" __ a - : TA -NR r S.C. WOOD - S.V. H M PAINT 1/7`; A6.4A 4 5 �- • -�- - _� - 1 /7`l A6. A _1 /TI A6.4A 2 _ _ 1 - - .- 4.. - -- .._._ - T440 - NON -RATED _ -- 3' -0" ' S C. WOOD x 7-0" - TA -NR � __S - �_ H M PAINT : 1 /TI AS 4A _ _ /Tl A6 4A 15/TI A6 4A _ 2 �� ��� � T441 NON -RATED ~ 3' -0" x T 0" 1 . TA -NR : S C WOOD S V H M r PAINT 1/TI AS 4A ' 1 /Tl A6.4A 15/7`1 A6.4A _2 1 _-.__�_ __. _. .. . -_ -• -- ___.. _. _.___�._._ _.- _- _- _- ......_ -..__ -i T442 NON -RATED 3' -0" x 7' -0" ' _TA -NR ; S C WOOD S.V t H M rt -_ PAINT 1 /TI A6.4A 1 /7`l A6.4A 15/11 A6.4A 2 1 7443 NON -RATED - - - 3' - x 7' -0" L- TE -NR �_ WD /'L. : - - S.V. - I H M - - FAINT « 1 /TI A6.4A ^ 1 171 A6.4A 15/TI A6.4A ��~- 2 _..__ ._.. r..__ _ if- !�T444 NON -RATED 3' -0" x T -0" TA NR S C WOOD S.V H M PAINT r l TI A6 4A 11T1 ,a6 4A 15/TI A6 4A _ 8 1 -- - »�' 1 _ _ __, T445A NON -RATED 3' -0" x 7' -0" TA -NR -S.0 WOOD S.V 4 H.M. - PAINT 1ITi A6 4A 1 /TI A6 4A 15/71 A6.4A - 21B I � t 744513 NON -RATED (PR) 3' -0" x T 0" _ _ TC -NR S C WOOD S V + H M _PAINT , 22 /Tl A6 4A 22/71 A6 4A 15/TI A6 4A 14 ! -T446A NON -RATED 3' -0" x 7' -0" _ T TA -NR S C WOOD S. V _ w �H M _ =_ _ T 1 /Tl PAINT 11TI A6.4A 1/71 A6 4A 15/71 A6 4A -_ 8 --t- �_- T446B NON -RATED 3' -0" x T -0" TA -NFc S C WOOD - S V _ ±- H M PAINT 1/I A6 4A A6 4A 15/71 A6.4A 8 � � � - � � ' _._ __..�___ __.__- ,_. _ -.- _._.._4-_._..._ _ - -_ -. . - { T447A NON -RATED 3' -0" x 7' -0" TA -NR . S C WOOD .- S V - H M PAINT * 1/TI A6 4A _ 1/TI AS 4A 15/TI A6 4A _ 2 r - - -y TA -NR - .....r -- _ I . -... _ _ _ _ y ._ __._. 744713 NON -RATED -_M 3; -0„ x T -0„ _ �� r ~S C WOOD S V �- H M PAINT I ITI A6 4A 1/11 A6 4A 1 5/71 A6 4A - 3E �- -- T448 NON -RATED 3 -0 x -0 TA -NR S C WOOD S.V HM PAINT 1/TI A6 4A ~ 1 /TI A6AA '15/71 A6 -4A _ 6 . _ --_ ... ---.. .. --__ • -.--. _... _. - - __ t._._. -.. ..4_.. _._.-..�.,._.__ .j T450 NON -RATED _ _3' -0" x 7' -0" TA­ NR S C WOOD _S.V i H M. PAINT 1/TI A6.4A _1/71 A6.4A - 1 5 /Ti A6.4A - 8 -� t ______,_._ _ ..�,._- . _ .�._ 7451 NON-RATED ___� x 7' -0" • TA -NR �`S C WOOD S v H M PAINT , 1 /TI A6 4A 1171 A6 4A 15 /TI A6 4A 2 11 _ 1. - -- - _ _ _ _ _ _--- -- . _- :. _ T452 NON -RATED 3' -0" x 7' -0" TA -NR ' S C WOOD S V H M . PAINT ': 11TI A6 4A 1/_ l AS.4A 15/TI A6.4A 2 _ - - . --- I I --- _-- _- 1 ._ -_. .� _. - .i.. -... _a__.. +-__ - -_ - -- ---- -1 � 453 NON -RATED 3 -0' x 7 -0' TA -NR S C. WOOD - S V H M PAINT 1 /TI A6 4A 1 /TI A6 4A 15 /Tl - �� A6 4A 2 I T454A NON -RATED 3' -0" x T -0" TA -NR S C WOOD S V HM PAINT 1171 A6 4A '1171 A6 4A 15/71 A6.QA 2 __ _ r L __ ..___. --- - - - - -- __ . -- --- �._.._ - T454B NON - RATED _ 3' -0" x 7' -0" TM - -NR ' WD /Gl. T - S V H M PAINT I 1/TI A6 4A - 11T1 A6 4A 15/TI A6 4A �_ - 2 _ -�- - - I .... _. -_.. _ __.. �..._ �_ _ <- __- -. .. -. . - - -- - -- ... 7456 NON RATEQ 3' -0" x 7' -0" TA -NR S C WGOG S.V H M PAINT Y 1171 A6 4A - Z /7`l A6.4A 15/71 A6.4A 2 _ , _ - � ___ ,_ - -• -. - - -- - .._. - - - - -. -I- - T457 NON -RATED __ 3' -0" x T -0" . TA -NR S C. WOOD S.v _ H M _ PAINT ' 1 /T1 A6 4A _ _ I/T I A6 4A 15/TI . A6 4A - � 1 � - -- ____ - ___ _.._." __ _ _._ _ _ I -_ T458A - NON -RATED r 3' - x 7' - �� TP - ' s C. wooD S.V H M �_ PAINT 1 /TI A6.4A ~ 1171 A6.4A 15 /7`l A6.4A 21 ��_ T458B NON -RATED 3' -0" x T -0" TP -rJR S C WOOQ S.V H M� PAINT ! 1171 A6 4A 1171 A6 4A 15rn A6 4A 21 - - - - T459 NON -RATED 3' -0" x T -0" TA -NR S C WOOD S.V H M PAINT 1/TI A6 4A ' 1/TI A6 4A 15/TI A6.4A. 8 __ _ .__._. L- __ �_ _. _._�..- _ - _.: _... _..lr_.. I _ . ._.__j.__._._.__ T460 NON -RATED 3' -0" x 7-0" _ _ TA NR 'S C WOOD S.V _ : H. IV PAINT 1 /TI A6 4A 1 /Tl A6 4A ' 15 /TI A6 4A 3 i _- _ .._ r - - - --- ._- _ _ . _ _ _______. T461 A NON RATED 3' -0" x 7' -0" - TP -NR ' S C WOOD S V _ �_ H M. PAINT : 1 /TI A6AA 1 /7l A6.4A 15/71 A6.4A 21 B . _ ... l- -. • -L -- ..._4 ._._...__�_.......___- .•____ -.. ..__.. __. _.� T461 B _NON - RATED 3' -0" x 7' -0" T P -NR - S C WOOD S. V _ i H M _PAINT 1 /TI A6 4A 1 /7`1 A6 4A 15rn A6.4A 21 - ; .- _._.__.. _ ' _.____ _ �.. � 7455 NON -RATED _3-0" " x T -0 TA -NR S.C. WOOD S.V H.M �� _PAINT � w ; 1171 A6 4A 1171 A6 4A 15/71 A6.4A 2 _ _ _ - - --- --- -! T466 1 NON -RATED _ _ _3' -0" x T -0" _ TA -NR _; S C WOOD S.V H M ^ _PAINT i 1/TI A6 4A 1 /T1 A6.4A 15/71 A6 4A 2 ' . T467 NON -RATE D 3' -0" x TZ' _- TA -NR S C WOOD _ S V t H M - PAINT - 7_1171 AS 4A _1 /TI A6 4A - 15/TI A6 4A _� - w � 2 `-- _____.__ _._.___ _.� _ _.._4__ _ -- - .�____.. _.._._____ . T468 NON -RATED 3' -0" x 7'-0" _� TA -NR ' S C WOOD S V H M l ___.. _ PAINT ! 1rTI A6 4A _ 1/71 A6.4A 15/71 A6.4A - � 2 ____ _ ~- __ _ 7469 NON -RATED _ _ 3' -0" x T -C" TA -NR _ ; S C. WOOD _ _S.V ___H M _ _PAINT , 1/TI A6 4A _1/11 A6.4A 15/TI A6.4A 2 L__ _. _. __.._._1___. _. L_ _7`4; J NON - RATED 7 3' 4" x 7' -0" _ TA -NR - S C WOOD _ _ .I H M PAINT ' 1/TI A6 4A 1/71 A6 4A __15/TI A6AA 2 r +� 1 r 7471 - NON -RATE D - 3' -0" x 7' ' -0" - -- TA -NR -� S C WOOD S V - H M �� PAINT 1171 A6 4A 1 /7`l A6 4A 15rn A6.4A 2 _ T472 NON -RATE D - _ 3' -0" x 7'-O" TA -NR ,S.0 C WOOD S V ---+- H. M PAINT - 1/TI A6.4A 1/11 A6 4A 15/71 A6.4A 8 - T474 NON -RATED M 3' -0" x 7'47' _ TA -NR S C WOOD _S . _H M PAINT 1 /TI A6 4A 11 71 A6 4A 1 5/71 A6 4A 3 i T475 _NON- -RATED _ - _3' -0" x T-0" - _- _ TA -NR � S.0 WOOD S.V � - H M ! PAINT ; 1/TI A6.4A x _1/11 A.6 4A 15 /TI A6.4A 3 _ T476A NON -RATED 3' -0" x T -0" TP -NR . S C WOOD S.V HM PAINT i1 /TI AS 4A 1 /TI AS 4A - 15/71 A6.4A 21 - _ . _- - -- - - - _ - -- , - -- _ - a--- -- _ a._... .- . _ . - -- 74766 NON -RATED 3' -0" x 7' -U' TP -NR . S C WOOD S.V H.M PAINT ( 1/TI A6.4A i - A6.4A 15/71 A6 4A 21 - t -- __ _ -___ -_ _.__.__.-..________-___-.--. _ ' 7477 . - 1NON- RATED -� 3' -0" x T-0" ,- 1 T A -NR - S C WOOD S V I H M PAINT 1/TI AE 4A _1 /Tl A6 4A 15/7`1 A6.4A 21 - - T478 NON RATED _ 3' -0" x T-0" - ^' TA -NR S C. WOOD S V i H M PAINT 1/TI A6 4A 1 /Tl A6.4A 15/7`1 A6.4A 3 _ ! - __ 1 -- -- . - - -- .__ -�-_.__ . L_ __ 7480 NON -RATED _3' -0" x 7%9' TA -NR S C WOOD S.V H M _ PAINT _ , 1/TI A6 4A - 1171 A6 4A ~ _15/71 A6 4A 8 _ I t. _ _�___ -_ 7481 ' NON -RATED _ 3' -0" x T-0" _ TB -rJR S C. WOOD _S V H M _ - PAINT 1/TI A6 4A 1/11 A6 4A 15/11 A6.4A 2 �_ _� - - .. _ . -- -- - - - _ T482 ' NON -RATED _ 3' -0" x 7`-0" TB -NR S C. WOOD S V H M � PAINT �_l TI A6 4A 1/Tl A6 4A 15.`71 A6 4A 2 -' t --- 7483 NON -RATED -. ._ - -__. _.__. ._..____._____ ... _._�._, _ 3' -0" x 7'-0" - TA -NR S C WOOD S.V _ r- - H M PAINT 1 /TI A6.4A ' - 1/71 A6 4A 15/7! A6.4A 1 7484 _NON -RATED _ 3 -0" x 7`-0" - -- -- '- -' _­ - _- _ _ _ - S C WOOD S.V -� H M PAINT i 1%TI A6 4A 1/71 A6 4A 15171 AS 4A 2 r_.... �. _. _ - ._.._..._ . _ .�.._ �.. __.._..- 7485 NON - RATED 3-0 x 7-0" TB -NR S.C. WOOD S.V , H.M. PAINT 1171 A6.4A 11-1 A6.4A 15 /7`l A6.4A 2 1 �? . ,._ T486 _NON -RATED _ 3' -0" x T - 0" TB -NR , S C. WOOD S.V i H.M PAINT 1171 A6 4A 1 � A6.4A 1 5/71 A6.4A _.___ __._ ; - -_.._ _._--- __..._- _- ...- .._.__._.. __. L 7487 NON- RATF_D _ 3' -0" x 7`-0" _'_ r TA -NR S C. WOOD' S V H M + � r PAINT ' lfTI A6 4A ' 1171 A6 4A 15/TI A6 4A ' 2 ! i _. _ T498 , NON -RATED _ 3'-0" x 7`-0" TA -NR ' S. C WOOD S. V H M � _ -�� - - PAINT - ! - ' I/Ti A6 4A � 1171 A6 4A 15/71 A6.4A _ -_ 21 -� _.T'_ . __.. _­ _.- ___.._ _._._.-__ ... 4 . _. T489 'NON -RATED _ _ 3' -0" x 7`-U* _ � TA -NR I` � - S C WOOD S. V ' H M ' PAINT 1171 A6 4A _1171 A6.4A _ 15/71 A6.4A - 3E _ _ T T490 •NON -RATED 3' -0" x T -0" _ -_ -TA-NR ; S C WOOD S.V _ H M ' __PAINT i 1/T! A6 4A , 1171 A6 4A 15/71 A6 4A _ 3E - I � __-_ _ _ -'- _ 7491 _NON -RATED 3' -0" x 7`-0" __TA -�iR S C. WOOD_ ~ S - V y _�H.M � PAINT 1171 A6 4A ~ 1 /7`l A6 4A - 15 /71 A6.4A _ r - 218 �� -~��- �� i r �� 7 492 .NON-RATED 3' -0" x 7' -0" - + - TA -NR S.C. WOOD - S.V. H M PAINT 1171 A6.4A _ 1 /7`l A6.4A _ 1 ,5171 A6.4A _ 1 B I r - . - - ....- � - - -�- __t______ .j T493 NON -RATED X-C' x 7`-0" TA -NR S. C WOOD S. V H M PAINT 1frl A6 4A - 1/11 A6 4A _ � 15�TI A6.4A _ _ 2 _. _ _ .. . 7494 NON -RATED 3-0" " x 7`-0 TA -NR S. C WOOD - S.V I H. M __PAINT 1.rTI A6.4A 1111 ' A6 4A _15/71 A6.4A _ _ _2 - 7495 NON -RATED X -0" x 'P4r TA -NR S C. WOOD S.V H M PAINT _ 1171 A6.4A 1/71 A6 4A 1 5171 AE 4A � ` 2 '__. _�____ ____ � _. ___ I - -.-i . .- _-- . -__ -.. .. - �____- _ ._.._ _ .. _. -_ __ .. __ - ____�___ ___.-._-. _____ 4 T496 A NON -RATED 3' -0" x 7"-T - ` TA -NR S.C. WOOD S.V. H. _ PAINT - IM A6.4A 1/71 A6 4A 15/71 A6.4A 2 ' M 7497 NON-RATED .. ... . . ... - -. _ - - - -- . - -- .. - .____._ ----- .._..-- -. - - -• TED 3%0 x T-T TA -NR S C. WOOD S.V HM PAINT 1 1Tl AS 4A 1 /'1 AS 4A 15111 AS 4A 2 i. .__ - - . __ ._ _ . ... ­­ .._ .---- - - -- -- ._p. -.. ._ . - •- - --- .. .._.._,.- _...__ ._ __ - ..- _.J -.�_ TENANT IMPROVEMENT - DOOR HARDWARE SCHEDUULE - FLOOR + 1 ; DEAD BOLT 1 i I I I ' CONCEALED - SURFACE DOOR SMOKE WEATHER PANIC I PRIVACY ,PASSAGE LOCK PUSH / , CYLINDER KICK AUTOMATIC RIC CARD MONITORING AUTOMATIC MOUNTED ilELECT I HOLD , T400A NO , CLOSER SEAL STRIPPING PUSHBAR LATCHSET LATCHSET ' •LATCHSET PULL LOCK PLATE , OPENER LAT�;H i READER DEVICE ' FLUSH BOLTS FLUSH BOLTS I BUTT NOTES OPEN � 74008 -- X . 4 X 4 - -- -- . - _ X -.� _.. _ __ . _ �.. __ -. _ -- 1- - - ._ _ . _ �_..... _ _ -- - - X - 1----- - ----- - - -- 4------- ..- ...._...�.. ----- -- L----- -- - -•- -- -- •- a - - .- . - . _ . .. 1_ __ E B 138 i . . T401A X + _. _ ' _.._..._._ _• ...... ..__- ,_- __�. - -• __.____.._..�_.. -- X _. ..___ . . _ _ 4_____. _.f. ____.__.__ _� _ .. _.. _ _ , _ _ ..__ _ � _ EB, 88 i _ _ .._ . _ ... _. __. -... . _ ._ -_.. -_ ._. _.__.__ . -_ _ ___ __ _ ._.. - _.__ -_ _.._..._♦..._._ - .- ._..w_! __.•._ __._ _. _._ _ X _ _ ._ . _.. _ _ _.._ . __ . - _ . E B , B B 7`4 1 -"' _ _.- . - - - -- - - -._. -. _ _. _. - -- - - - .. .. -- -- - • - • . T401C fi. _.�.. _+ _..._ --- ---f -• _ -�,___ _.. ._. _. .._. _ - .- - _ _ _ - - - - - -- ._. - _ ...J... FEB. BB I __. . __ ._ .. - -• --•- -- ,� __ ,_..__ . i._.__ _.____t_._.___._ __ _...__ X _ I r EB. 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CABINET 80 �---- - dot. 2 -5 -04 NO.1 ISSUE +t_ ____._ _ ___ * .."a" -_. _ .- -- - -{ - - - - -_- sH . - _�_..____ -- ---- -- - --- -� -R _ __ t - - SH ._ _. �-_ -- I I --�-- _- I--- • -- -1___ - -•-- �____ _ --- - - !.- __.._.._... __._ t - - - -- -- __._ -._ ' _ _.. - . _. ___ . 4-- -....- __ _- _ j ..... !), -,- --:._..-_-_- .----- --_+.. --- .. - . _. __ - - • - - . - - . - - � SEE SHEET TI A6.4A FOR T.I. DOOR TYPES AND ALL HARDWARE NOTES. - -1 LANCE MUELLER 6 ASSOCIATES L mms* * � """""""" """""""' """""""'I" """ A A C M 1 T E C T i 0 �► 1 I1 130 LAKESIDE - SEATTLE, WA 98122 - 206 525 2553 . I r. .. .. -- - - - L. _ .` 0 I At S,&BEY CORPORATION DEPARTMENT OF HOMELAND SECURITY SEATTLE DISTRICT OFFICE PROPERTY OF THE UNITED STATES 12500 TU KW I I- A INTERNATIONAL BLVD. GOVERNMENT FOR OFFIC USE ONL DO SEATTLE, WASHINGTON IIES T11 DOCINIIEHTNS w1EN O LONMR NEEDED DOOR SCHEDULE -i 3-. _air i n �� a,- DATE A NO. 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L- .._ - - - - -.- ♦.._ ... ._.._.- ...__..._--- •----- r.._._ __ .._.___-_L.._ ....____. ..� _._A_._. 0 2 -135 FO URTH FLOO r__ - . -. __� drawn by DHS 50% REVIEW SET �? " REGISTERED PERMIT MITT �, f 6T checked by A SET O CE P. MUELLER B.F. CABINET 80 �---- - dot. 2 -5 -04 NO.1 ISSUE +t_ ____._ _ ___ * .."a" -_. _ .- -- - -{ - - - - -_- sH . - _�_..____ -- ---- -- - --- -� -R _ __ t - - SH ._ _. �-_ -- I I --�-- _- I--- • -- -1___ - -•-- �____ _ --- - - !.- __.._.._... __._ t - - - -- -- __._ -._ ' _ _.. - . _. ___ . 4-- -....- __ _- _ j ..... !), -,- --:._..-_-_- .----- --_+.. --- .. - . _. __ - - • - - . - - . - - � SEE SHEET TI A6.4A FOR T.I. DOOR TYPES AND ALL HARDWARE NOTES. - -1 LANCE MUELLER 6 ASSOCIATES L mms* * � """""""" """""""' """""""'I" """ A A C M 1 T E C T i 0 �► 1 I1 130 LAKESIDE - SEATTLE, WA 98122 - 206 525 2553 . I r. .. .. -- - - - L. _ .` 0 I At S,&BEY CORPORATION DEPARTMENT OF HOMELAND SECURITY SEATTLE DISTRICT OFFICE PROPERTY OF THE UNITED STATES 12500 TU KW I I- A INTERNATIONAL BLVD. GOVERNMENT FOR OFFIC USE ONL DO SEATTLE, WASHINGTON IIES T11 DOCINIIEHTNS w1EN O LONMR NEEDED DOOR SCHEDULE -i 3-. _air i n �� a,- DATE A NO. ISSUE F 0 � AN z . ? 2 I 11f, , I r I i �� 4 X,:I SHEET __ 11 03[ dmm 0.siE ____����l _.._ _ ._. _.� . - ..: _ _ s.. i __._.. -.._._ - - - +•_...i +�. .. 1�_^�6►. - _ o._.. ...:'.. ._►. ...� -.i .-N- ._.... .: ..w+.1iL . • i.... r ... i .��_. p.2 �-J►«. -.1l �YYII.L •.. �. •�i .... ..i.. .::r. �i.+�•. 2 ' _1iY LG....n.._.., �.Ay.. �.. �.._. u_ri� .015 v it 4 .. ..,narwa... 41 _. ,,, • SHELL - DOOR SCHEDULE - FIRST FLOOR DOOR ASSEMBLY DOOR f RAME HARDWARE NO RATING SIZE TYPE MATERIAL FINISH ' MATERIAL FINISH HEAD _ JAMB SILL ' NO)TES REMARKS 101A NON -RATED rR 3' 4" x 9' -10" x 1 3/4" A -NR ALUM FACTORY ALUM FACTORY 2/A7.1 -- - 'I /A7 1 36 ~- 1016 NON -RATED PR T -0" x 9' -10" x 1 3/4" A -NR ALUM FACTORY ALUM FACTORY 2/A7 1 1/A7.1 38 - CARD READER ON 1 I (STAIR SIDE & KEY PAD 104 90 MIN 3 x 7' -0" x 1 3/a" ' G -90 _ H M _ .. t - 9 PAINT H M PAINT 14/A7. , ' 14/A7 1 1 + - --I - - -. . _. ._. _ .. 3/A7 1 �(� DETENTION SIDE . 105 NON -RATED 3' x 7' -0" x 1 3/4" H -NR WOOD S& V _ H M PAINT 7/A7 1 j 7/A7 1 '- 3/A7 1 jj 1 106A NON -RATED PR 3' - 0'' x 7' -0" x 1 3/4' J-NR H M PAINT t' H.M PAINT 7/A7 1 7 /A7 1 3/A7 1 _ 24 1068 NON -RATED PR 3' -9 x T -0" x 1 314" J-NR H M - -_ PAINT _ H M - - PAINT _ 7/A7.1 , /A7 1 31A7 1 24 108 90 MIN Y -0" x 7' -0" x 1 3/4" G -90 H M PAINT H M PAINT 14/A7 1 14/A7 1 NA7 1 29 1 314 1- H -NR 109 NON -RATED T -O" x 7' -0" x _ I 3/AT 3 t WOOD S& V H M. PAINT 7/A7.1 7IA7 1 - -- _ + 110A NON - RATED PR 7-0" 3 ' - x x 1 3/4" J -NR H M PAINT H M PAINT �. _�...- 7/A7 1 7/A7 1 3/A7 1 _ 24 -�-- 110B NONRATED PR 3'40" x 7' -0" x 1 3/4" J-NR HW PAINT HM. PAINT 7/A7 1 7/A7 1 I 3/A7 / � � 24 + 112 NON -RATED 3AY' x 7' 4" x 1 3/4" K -NR _ ! H M _~ PAINT I _ H M PAINT ,_ 7 /A7 1 i 7IA7 1 3/A7 1 114C NON - RATED PR 3' - 0 "x9' - "x 1 314" A -NR ALUM FACTORY Al UM FACTORY 1 - VA7 1 37 116 NON -RATED 3' x 7' -0" x 1 314 H -NR WOOD S& V H M PAINT 7/A7 1 r�. 7/A7.1 3 1A7 1 3 _ { 1 117 NON -RATED 3' 4" x 7' -0" x 1 3/4" H -NP WOOD S & V H M PAINT /AT l 7IA7 1 + - 3/A7 1 �- g , 118 NON - RATED X x 7' -0" x 1 3/4" H -NR WOOD S & VH M PAINT 7/A7.1 7IA7 1 �3/A7 1 - • 1 125A ; NON RATED 3' -0" x 7, 4" x 1 3/4" ; G -NR � H M � PAINT � H M I PAINT � 7/A7 1 I 7/A7 1 3/A7 1 � 28 CARD READER 2 SIDES �. 125B NON RATED 12 x 12 -0 C -NR STEEL PAINT STEEL PAINT 20/A7 1 21/A7.1 8/A7.1 30 t 125C NON-RATED 0" x ?2' -0" _ _ _ C -NR -: STEEL 4- - � PAINT 1 STEEL + - PAINT 20/A7.1 21/A7 1 B/A7.1 - _ 30 - ,A SHELL - DOOR SCHEDULE - FOURTH FLOOR DOOR ASSEMBLY _ DOOR _ _ _ FRAME -^ ;HARDWARE , I NO RATING L SIZE _ ^--TYPE - MATERIAL FINISH - MATERIAL _ FINISH HEAD - i __- JAMB - -- - - SILL NOTES } REMARKS _ - . 0" x 1 _ _ _T" -- 401A NON - RATED 3' - 0" x ' 3/4" B -NR ALUM FACTORY ALUM FACTORY - 2/A7 1 - 1/A7.1 + 30. 31 401B NON -RATED - 3' -0" x 8' -0" x 1 3/4' ; r - B -NR ALUM _ 'FACTORY ALUM. FACTORY - _ 2/A7.1 -- _ 1/A7.1 _ 30, 31 - - 404 90 MIN - - 3' -0" x 7' -0" x 1 3/4" _ G -90 H.M i PAINT r- H.M. PAINT 14/A7.1 14/A7 1 - 3/A7.1 29 405 ,NON -RATED 3' -0" x 7' -0" x 1 3!4" ~ H -NR WOOD + ' ~ S 8, V H.M. PAINT 7/A7.1 7/A7.1 406A NON -RATED PR 3' -0" x 7' -0" x 1 3/4" J-NR H M PAINT H.M PAINT 7/A7 1 7/A7 1 _3/A7.1 _ _ -- 24 4066 NON -RATED PR 3' -0" x 7' -0" x 1 3/4" ~ .J> -NR _ PAINT H.M. PAINT 7IA7 1 7IA7 1 3/A7.1 24 408 90 MIN T -0" x 7' -0" x 1 3/4" � G -90 �� H M. *_' PAINT H.M P AINT 1 4/A7 1 14/A7 1 3/A7 1 L 29 f ,- - -- -�-__ - --1- -- - _- , - - - -� _ 409 NON -RATED X -0" x 7' -0" x 1 3/4 H -NR WOOD S& V H.M. PAINT 7/A7 1 7/A7 1 3 /A7 1 3 - 410A NON -RATED PR T -0" x 7' -0" x 1 3/4" J-NR ±- H M PAINT H.M. PAINT t - 7IA7 1� - 7/A7.1 3/A7.1 24 1 4106 NON - RATED PR 3' - x 7' x 1 3/4' J H M PAINT ; H M PAINT 7/A7.1 7/A7.1 s 3/A7.1 24 s 416 NON -RATED S -0" x 7'-0 - _ " x 1 3/4" H -NR WOOD - _' _ H.M PAINT 7/A7.1 + 7IA7 1 t 3/A7.1 3 - -- - ' � 417A ;NON -RATED 3' -0" x T -0" x 1 3/4" H -NR WOOD - S & V - - - �- �- H M PAINT i - �7/A7 1 7 /A7 1 3/A 1 8 I - 4178 ` NON-RATED 3, -0" x 7; 7 -0 x 1 3/4 H -NR - - T - S & V H M. 3 - x PAINT 7/A7.1 , 7 /AT `I 3/A7 1 - s _ 6 -0 x 1 3/4 ' H -NR - WOOD -� 418 NON RATED - V WOOD S& V - -- - - - - - __ _ -_ _ • -- H rn PAINT - 7/A7 1 7/A7.1 i 3/A7 1 ± 8 '- SHELL -DOOR SCHEDULE •SECOND FLOOR SHELL - DOOR SCHEDULE - ROOF DOOR ASSEMBLY - - -- - i '^ DOOR DOOR ASSEMBLY FRAME_ DOOR FRAME - HARDWARE NO RATING i _SIZE _ _ _ _ - 3' TYPE _� MATERIAL FINISH MATERIAL i RATING SIZE HEAD JAMB _ _ SILL HEAD NOTES REMARKS ._ _ 204 90 MIN -0" x 7'-0" x 1 3/4" 1-- G -90 H.M �- : -- PAINT H M. _FINISH PAINT 1 ­ 114/A7.1 _14/A7 13/A7 1 �! 29�' 1/A7.1 _ 30. 31 205 i NON -RATED - - -- 3' -0" x T -0" x 1 3/4" H -NR -- -- WOOD � r S & V �.. � H. M. i PAINT 7/A7.1 �.- 3/A7.1 . __;.._._...._ 3 ' . - 206A J. NON -RATED PR 3' -0" x 7' -0" x 1 3/4" J -NR H M - PAINT - H.M. _ PAINT -_ �7/A7.1 7/A7.1 ' 7IA7 1 3/A7 1 _ -- 24 8 - { PAINT 2066 NON -RATED PR 3 -0 x 7 -0' x 1 314 J -NR H. M PAINT H.M. PAINT 7/A7.1 i 7/A7.1 3 /A7 1 + - - 24 _ 304 90 MIN. � 3' -0" x 7' -0" x 1 3/4" ,_ „ {_ _. -- 208 90 MIN. 3'_0" x 7' -0" x 1 3/4 G -90 H.M. PAINT .�.__ H.M. - __.:.._.._ PAINT _.�...__ 14/A71 .�..... '14/A7 1 3/A ! 11 29 __-+.. ...._...__....___..___.._.. -._� ; 209 NON -RATED 3' -0" x 7' -0" x 1 3/4" { H -NR WOOD - , S & V _ ' - H.M. PAINT . --- i, i 7 A7.1 7/A7.1 �._._. 3 /A7 1 NON - RATED 21 OA a NON -RATED - - - PR S-O" x 7'-0" x 1 3/4" - J -NR -- �• - - - -- H.M. - .._..PAINT ��- .... H.M. _. }._ . PAINT _ _.. 7/A7.1 ..,,...... 7/A7 1 ....l.__ . 3/A7.1 ..._ . " -` 24 _�.._ . - - - --- -----_ -- - -- -_. 2106 NON -RATED PR 3' -0" x T -0" x 1 3/4" J -NR M _ �_ PAINT _ H.M _ PAINT - 7/A7 1 t-�/A7 1 1 24 -� - -� - - 221 NON -RATED 3' -0" x T -0" x 1 3/4" - - H - - i - H -NR - ` H ! WOOD .-•�- -_- -- �- S & V _ I . M H PAINT _. 29 - ?/A7 1 �_ 7IA7 1 _3/A7 �' 3/A7 1 �_.- _ B H -NR 222 NON -RATED {, ,� 3 -0 x T -0 x 1 3/4 -NR WOOD •- �. - - - -- S & V - --i__- --- -+-- -- i ��7 /A7 1 7/A7.1 �3 /A7 1 8 } - T- PAINT _H. ^ H. M PAINT +- 7/A7.1 7IA7 1 _3/A7.1 3/A7.1 �_H.M _ - PAINT - 3106 :NON -RATED PR 3' -0" x 7' -0" x 1 3/4" J - NR SHELL - DOOR SCHEDULE - FOURTH FLOOR DOOR ASSEMBLY _ DOOR _ _ _ FRAME -^ ;HARDWARE , I NO RATING L SIZE _ ^--TYPE - MATERIAL FINISH - MATERIAL _ FINISH HEAD - i __- JAMB - -- - - SILL NOTES } REMARKS _ - . 0" x 1 _ _ _T" -- 401A NON - RATED 3' - 0" x ' 3/4" B -NR ALUM FACTORY ALUM FACTORY - 2/A7 1 - 1/A7.1 + 30. 31 401B NON -RATED - 3' -0" x 8' -0" x 1 3/4' ; r - B -NR ALUM _ 'FACTORY ALUM. FACTORY - _ 2/A7.1 -- _ 1/A7.1 _ 30, 31 - - 404 90 MIN - - 3' -0" x 7' -0" x 1 3/4" _ G -90 H.M i PAINT r- H.M. PAINT 14/A7.1 14/A7 1 - 3/A7.1 29 405 ,NON -RATED 3' -0" x 7' -0" x 1 3!4" ~ H -NR WOOD + ' ~ S 8, V H.M. PAINT 7/A7.1 7/A7.1 406A NON -RATED PR 3' -0" x 7' -0" x 1 3/4" J-NR H M PAINT H.M PAINT 7/A7 1 7/A7 1 _3/A7.1 _ _ -- 24 4066 NON -RATED PR 3' -0" x 7' -0" x 1 3/4" ~ .J> -NR _ PAINT H.M. PAINT 7IA7 1 7IA7 1 3/A7.1 24 408 90 MIN T -0" x 7' -0" x 1 3/4" � G -90 �� H M. *_' PAINT H.M P AINT 1 4/A7 1 14/A7 1 3/A7 1 L 29 f ,- - -- -�-__ - --1- -- - _- , - - - -� _ 409 NON -RATED X -0" x 7' -0" x 1 3/4 H -NR WOOD S& V H.M. PAINT 7/A7 1 7/A7 1 3 /A7 1 3 - 410A NON -RATED PR T -0" x 7' -0" x 1 3/4" J-NR ±- H M PAINT H.M. PAINT t - 7IA7 1� - 7/A7.1 3/A7.1 24 1 4106 NON - RATED PR 3' - x 7' x 1 3/4' J H M PAINT ; H M PAINT 7/A7.1 7/A7.1 s 3/A7.1 24 s 416 NON -RATED S -0" x 7'-0 - _ " x 1 3/4" H -NR WOOD - _' _ H.M PAINT 7/A7.1 + 7IA7 1 t 3/A7.1 3 - -- - ' � 417A ;NON -RATED 3' -0" x T -0" x 1 3/4" H -NR WOOD - S & V - - - �- �- H M PAINT i - �7/A7 1 7 /A7 1 3/A 1 8 I - 4178 ` NON-RATED 3, -0" x 7; 7 -0 x 1 3/4 H -NR - - T - S & V H M. 3 - x PAINT 7/A7.1 , 7 /AT `I 3/A7 1 - s _ 6 -0 x 1 3/4 ' H -NR - WOOD -� 418 NON RATED - V WOOD S& V - -- - - - - - __ _ -_ _ • -- H rn PAINT - 7/A7 1 7/A7.1 i 3/A7 1 ± 8 '- SHELL -DOOR SCHEDULE -THIRD FLOOR SHELL - DOOR SCHEDULE - ROOF DOOR ASSEMBLY - DOOR ASSEMBLY DOOR FRAME FRAME I NO. RATING ! _ TYPE NO i RATING SIZE TYPE MATERIAL FINISH _ , MATERIAL FINISH HEAD JAMB SILL 1 NOTES I REMARKS 301A NON -RATED 3' -0" x 8' -0" x 1 3/4" B -NR ALUM. _ FACTORY ALUM. - FACTORY 2/A7.1 _ i -- 1/A7.1 _ 30. 31 _ - -� 3018 NON -RATED 3' -0" x 8' -0" x 1 3/4" B -NR ALUM. FACTORY _ A_ LUM ;FACTORY 2/A7 1 -- 1/A7.1 30, 31 ' 302A NON -RATED _ 3' -0" x T -0" x 1 3/4" - H -NR WOOD S & V -- H.M. PAINT i 1 _ _ 7IA7 1 _ - 3/A7.1 8 - { PAINT 303A '_NON -RATED 3' -0" x T -0" x 1 3/4" H -NR ' WOOD ��- S & V I H H. M -- PAINT '_ - 7!AT 1 I _ i - 7/A7.1 '- -- ---- j--- -- -------- -__ -_. - 8 I _ 304 90 MIN. � 3' -0" x 7' -0" x 1 3/4" ,_ „ {_ _ - G -90 -- -' _ _ H.M. - - -- r` PAINT • H. M. M -� - PAINT . _.�..._ - PAINT 14/A7.1 - _ ! . 1 1 4/A7 __3/A7.1 -,-- . 3/A7 1 --t- 29 305 NON- RATED „ 1, ' 3 0 x 0 x 1_3/4 �- - - H NR - WOOD , S & V - � H.M _ fi--- 7iA7.1 7/A7.1 �--- -- 3/A7.1 3 ; 306A NON - RATED PR 3 x 7-0" x 1 3/4" J -NR H.M. PAINT M. PAINT --- 7/A7.17/A7.13/A7.1 -24 } 3068 NON -RATED 3 { PR _O1, x 7._ 0 {, x 1 3/4 ., - -NR • _.. - H M. PAINT _____H. H M PAINT ± 7/A7 1 7/A7.1 _ ..... • 3/A7.1 . � 24 308 _ 90 MIN. I 3'_0" x T " x 1 /4" _ -0 3 -. - J G -90 H M -. PAINT .� -_ H M. --{- -- PAINT - -� - - 14/A7 1 14/A7.1 3 /A7 1 _. 29 309 NON -RATED 3' -0" x T -0" x 1 3/4" H -NR S & V M. PAINT 7/A7.1 7/A7.1 3 310A NON -RATED PR S -0" x 7'-0" x 1 3/4" _ J -NR _ _WOOD - H.M. T- PAINT _H. ^ H. M PAINT +- 7/A7.1 7IA7 1 _3/A7.1 3/A7.1 _ 24 - 3106 :NON -RATED PR 3' -0" x 7' -0" x 1 3/4" J - NR - - -- - - - -�-- - H. M PAINT �.._ _.. H. M _ .. PAINT .+ - -- 7IA7 1 -+- - - 7/A7.1 _ �' 3/A7 1 '---24 I SHELL - DOOR SCHEDULE - FOURTH FLOOR DOOR ASSEMBLY _ DOOR _ _ _ FRAME -^ ;HARDWARE , I NO RATING L SIZE _ ^--TYPE - MATERIAL FINISH - MATERIAL _ FINISH HEAD - i __- JAMB - -- - - SILL NOTES } REMARKS _ - . 0" x 1 _ _ _T" -- 401A NON - RATED 3' - 0" x ' 3/4" B -NR ALUM FACTORY ALUM FACTORY - 2/A7 1 - 1/A7.1 + 30. 31 401B NON -RATED - 3' -0" x 8' -0" x 1 3/4' ; r - B -NR ALUM _ 'FACTORY ALUM. FACTORY - _ 2/A7.1 -- _ 1/A7.1 _ 30, 31 - - 404 90 MIN - - 3' -0" x 7' -0" x 1 3/4" _ G -90 H.M i PAINT r- H.M. PAINT 14/A7.1 14/A7 1 - 3/A7.1 29 405 ,NON -RATED 3' -0" x 7' -0" x 1 3!4" ~ H -NR WOOD + ' ~ S 8, V H.M. PAINT 7/A7.1 7/A7.1 406A NON -RATED PR 3' -0" x 7' -0" x 1 3/4" J-NR H M PAINT H.M PAINT 7/A7 1 7/A7 1 _3/A7.1 _ _ -- 24 4066 NON -RATED PR 3' -0" x 7' -0" x 1 3/4" ~ .J> -NR _ PAINT H.M. PAINT 7IA7 1 7IA7 1 3/A7.1 24 408 90 MIN T -0" x 7' -0" x 1 3/4" � G -90 �� H M. *_' PAINT H.M P AINT 1 4/A7 1 14/A7 1 3/A7 1 L 29 f ,- - -- -�-__ - --1- -- - _- , - - - -� _ 409 NON -RATED X -0" x 7' -0" x 1 3/4 H -NR WOOD S& V H.M. PAINT 7/A7 1 7/A7 1 3 /A7 1 3 - 410A NON -RATED PR T -0" x 7' -0" x 1 3/4" J-NR ±- H M PAINT H.M. PAINT t - 7IA7 1� - 7/A7.1 3/A7.1 24 1 4106 NON - RATED PR 3' - x 7' x 1 3/4' J H M PAINT ; H M PAINT 7/A7.1 7/A7.1 s 3/A7.1 24 s 416 NON -RATED S -0" x 7'-0 - _ " x 1 3/4" H -NR WOOD - _' _ H.M PAINT 7/A7.1 + 7IA7 1 t 3/A7.1 3 - -- - ' � 417A ;NON -RATED 3' -0" x T -0" x 1 3/4" H -NR WOOD - S & V - - - �- �- H M PAINT i - �7/A7 1 7 /A7 1 3/A 1 8 I - 4178 ` NON-RATED 3, -0" x 7; 7 -0 x 1 3/4 H -NR - - T - S & V H M. 3 - x PAINT 7/A7.1 , 7 /AT `I 3/A7 1 - s _ 6 -0 x 1 3/4 ' H -NR - WOOD -� 418 NON RATED - V WOOD S& V - -- - - - - - __ _ -_ _ • -- H rn PAINT - 7/A7 1 7/A7.1 i 3/A7 1 ± 8 '- SHELL - DOOR HARDWARE SCHEDULE - FIRST FLOOR 1 DEAD BOLT r � I DOOR f SMOKE ' WEATHER PANIC PRIVACY 1PASSA G E / h K CONCEALED SURFACE LOCK PUSH C YLINDER KICK I AUTOMATIC ELECTRIC CARD MONITORING! AUTOMATIC MOUNTED ! HOLD NO CLOSER SEAL STRIPPING PUSHBAR I- ,ATCHSEI LATCHSET�LATCHSET PULL I LUCK f PLATE OPENER LATCH !READER DEVICE FLUSH BOLTS s FLUSH BOLTS BUTT NOTES OPEN 101A X X _._.. _. _ 1018 X -� - .�..._._ .. _ ._......_ _ _-� -- - - __... _ _ _..�. _... �._ ....._. .. -- - - - _ .... ..__.. _ _.... _.... ... _ { • -- .- � _ _ _ ._ X -t- X 104 X X X X ._ .. _ .._.... r � -4- __._. .�.... X -r X X f � E8, NRP, 88 05 _..._ _ L_..... _ j.. _..............__ J ­­­- X X ..._ - X r X _. _.. EB_, NRP, _8B �_. 106A - ... --- I "'.�"_' - __... .... _w_.._..;_._..__.......... __.*__ _ ._.___ . - - . _..._ ---_- - NRP .._,. 90 ......� 1068 X - , _- __._._ ... _ .�. _._ _ X ._. __._._ x -._._ . _ ._.. ­4- NRP 90 ,....,.... _ �...�...__ s X X �. 108 X X ; --'-"x ---t- _ -- --- --t- -- NRP _ 0 ►-- . _._. _ _ -_._.. _ X X -- X � ~ EB, NRP, BB 109 X x _... 1. _.__ ..._ _ _..___- .._...- - �._ _. -.._. - SH • __ -- 80 -- �-- 1 OA x __�..._ x X � - -- i -_-- -_.� l r SH 90 1108 x , X X •--r-- -•�-- ---- -- -�. __ _ ^ _ _ _ __.._ _ _.:_._..- .._.- - _:____ _ __._. _.� .--... �..�. �..._ SH 90 112 X - X - -i- - -1--- -- f-• - -__ _._ ._ _ _.. j._ x EB -- 114C....._ _ _X ?C _. - X x X 116 X X EB NRP , 1313 �-- - + -- - -_.._ - . -�_... _.___ -_ - ___....._ _ - SH 9 117 _ _. X .. - X 2 SIDES EB, BB X X ` X -•-- �T. -_~ -_-4 y :_....118 ------�- -- -X x 2 S IDES ` !'- '_'`-X ---_ _.1 _ _ _ __- ._,... �_ _ ._..__ _... _• ___....._.._ - _.�_....._.�_ _ X EB X X ... y_ . .- n --�. -- ••-- -- � __... ._... - -- -1256 - ..�..._. __.f.- _....�.. __.___ _.. y _._._.._._....._i- .._._..__ _. X x X _ ' . ~X _ L- . X _ _.._ _ __. _.._. ' _ __......,.___ EB. NRP, B8 x EB 125C - -- __. ' ._ �... ..�....:.. - ...__..�- _... _._... ' E B ' SHELL - DOOR HARDWARE SCHEDULE - SECOND FLOOR { ` ; DEAD BOLT CONCEALED SURFACE �- I I DOOR I PLATE OPENER LATCH READER DEVICE SMOKE WEATHER PANIC PRIVACY PASSAGE LOCK PUSH / CYLINDER KICK AUTOMATIC ELECTRIC CARD MONITORING AUTOMATIC MOUNTED HOLD I NO. i CLOSER SEAL STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL I LOCK t I IFLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN 204 X X X X ______._ T.... - X :...__.. X x X NRP , B B 205 �X � X X - ---- - --�- -- - � _•___ -- - - � -�-.- -- -•-- -- .. ---- SH 90 206A X SH 90 , 2066 + X ? _ f X.-._. X .� ..._ r _ ,..... SH 208 fi'- + --.f. _-- .......- - - ...r .1__._ -. _ ___ L_w..._.. _�_-_ _ �--- -- -+-- - X X ' X w - X x .... _._. X _ -X NRP, BB '_a '- ----. . . � 209 X X X ._ ..._ _.. 2106 X � - X _____ SH 90 X .__.. ._..._...- .._.._.i._ X SH 90 ~ X _ .� -._.. ___...._... _...i. 2 SIDES I X X X _ ' .. _ i EB, BB X 12 SIDES x X + x EB, BB j r y . _._ t SHELL -DOOR HARDWARE SCHEDULE -THIRD FLOOR wwwww. wwwwwwwwnwwww�wwwr . w wr o, 4 j ( DEAD BOLT f CONCEALED SURFACE I I DOOR SMOKE WEATHER PANIC PRIVACY PASSAGE LOCK �' PUSH / CYLINDER KICK AUTOMATIC ELECTRIC CARD MONITORING AUTOMATIC f MOUNTED 1 ( HOLD NO CLOSER SEAL ;STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSE 1 PULL f LOCK ! PLATE + OPENER LATCH I READER DEVICE FLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN X301 A L_ ?( t__.____ X X X x 301B _ E B. NRP , i - ..- _...r- �302A X X X -t X I X I EB. NRP } 303A X x ; 2 SIDES X X X - •-- ---IE- _ .1 ! EB, B B . .__.._ X 2 SIDES x 1 r--- X X i -- - E B. BB 304 X ��X - _X _ X + X ` x X ! EB, NRP, BB _ -- - 305 _ L _ w X - `__ x X ---� �' +- -- -- -•-- -- _._.__ _�- SH -_ 90 - 306A X X X - ---- -- _---------- ......_..... w.._._... _._ t - - SH ...,_. 90 . X 308X X X X X n X X EB. NRP BB x x - --}- --- x ------ , SH I 90 SH �-_ 1-- --1-. X --- �•------- - ---1 -- - X SH .__ ' 90 SHELL -DOOR HARDWARE SCHEDULE - FOURTH FLOOR I I I DEAD BOLT + i { I , � I � CONCEALED SURFACE , DOOR SMOKE WEATHER PANIC PRIVACY ' PASSAGE LOCK PUSH/ CYLINDER KICK AUTOMATIC ELECTRIC CARD (MONITORING AUTOMATIC MOUNTED HOLD NO. CLOSER SEAL ISTRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL LOCK I PLATE OPENER I LATCH I READER DEVICE IFLUSH BOLTS FLUSH BO'- BUTT NOTES OPEN 4016 X X X X X EB. NRP .� x 1 _ X - EB NRP X 04 X X X X X X x ��X iiEB, NRP 05 x + X �_ -.-- -. }`-_ sl=y 90 ______ X - X a� x _ x SH 90 _.____. r406B X X --�- - X - -. X _ SH �`90 408 - - , --- -�- - ---- -- ____,_ i--- - --x -- -a_ _---_. X __. X ___ ___. __ _ _ __ x X --' X EB, NRP. BB i 409 X T � X �t` -- ;---- X _ .._ SH a OA -� x i- X ---.- - -- I- . X_ i r X S H 90 r 4108 X s j -- -�- • -�~- - 1 ___ -;_- X ---- -t-- -- -1•..- ---- - H gp ---f 416 s --�- ---- +-- ---- -- _ _w ; - -- _____1 _. x f { X I , X ( i •-- d17A X _ 2 SIDES X X - .� x 4178 X X 2 SIDES BB � 418 = 2 SIDES X �' --- - - • -�-.__ X -- ---- - - - - - - - _- -- .•-- -� 8f- AlMlllglJl _.__- -- - - -- - - -+-. �_ •_�_- .--- __ ----_; --- --- --- - --- I �. ...� APPROVtil E B, BB ! JUN 1 1 m cm - - -- - - - -- - - - AS NOTED NAY _ 2 7 SHELL -DOOR HARDWARE SCHEDULE -ROOF M -- I DOOR i SMOKE I WEATHER PAN( ` I I DEAD BOLT I I I CONCEALED SURFACE + ! I I C PRIVACY PASSAGE LOCK ( PUSH / CYLINDER KICK AUTOMATIC ELECTRIC CARD MONITORING ' AUTOMATIC ! MOUNTED HOLD N I O , CLOSER SEAL , STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL ► LOCK , PLATE OPENER LATCH I READER DEVICE I FLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN I R01 X X X X R04A - X -t X X - - - }---- - --f-- - X --- ------- ----•+ -X - -->- - �- -- X ___�... _- _ _ ___ __ - ----- --- - -- • _ EB. NRP - ---- - - X -+--- x ._._ _ t t- +-- - - - _ EB. NRP - - R08A '`_ - -. X ..X } - -- -- x ' . "X -_ EB. NRP _• - � R0813 x , � _ �.. � - _.t._._ _t____ _ _ { E B . NRP ; . - - - -------- -� - - -- �._.__ ... - -- .._ , -- - EB. NRP f c ,., -.. _.. .. - __.. r. w. br ._.- ..t__�-- '� M1w._..Y•+.+1�_ _ -- �-t. .. ':!'!....3't"'.�..� a. _._.a _.... .rl►..:�.�.._.r _. .-. +iLti.�:. a.J d�► ° ..f. ..'�:. �. `° ice... '1.�'."'�"f 1L'"Tt - .l i •'�i+- ^ � i � • _ _ r ,e.J '1 r• r t SEE SHEET TI A6.4A FOR ALL HARDWARE NOTES. SHELL - DOOR SCHEDULE - ROOF DOOR ASSEMBLY - _ _- -- ----- -.-- -_ DOOR _ FRAME HARDWARE - I NO. RATING ! SIZE ! TYPE - MATERIAL FINISH 1 MATERIAL FINISH HEAD T- JAMB i SILL I NOTES REMARKS i Rol NON -RATED 3' -0" x T -0" x 13/4" K -NR H.M PAINT N.M PAINT f 6/A7.3 5 /A7 3 fi 9 /A7 3 T' 33 R04A 90 MIN ' -0" x 7' -0" x 1 3/4" K -90 HM. PAINT H.M. PAINT _ 6 /A7 3 5/A7 3 9/A7.3 32 R04B . 90 MIN 3' x T -0" x 1 3/4" - _ K -90 H M - - PAINT _ _ H.M i PAINT 6/A7.3 �- 5/A7.3 - 9/A7.3 32 R08A 90 MIN 3' -0" x T -0" x 1 3/4" K H M PAINT H.M. i PAINT 6 /A7 - 51A 3 1 R08B - 90 MIN 3' -0" x T0" - x 1 3 / 4 " K -90 H.M. - PAINT -�- - H - - H.M. PAINT _ `- 6/A 7.3 3 _ -�--- 9/A7.3 ; - 32 - - -- - , -- - -- _. . -. --- - -- y- -- -I-.-- SHELL - DOOR HARDWARE SCHEDULE - FIRST FLOOR 1 DEAD BOLT r � I DOOR f SMOKE ' WEATHER PANIC PRIVACY 1PASSA G E / h K CONCEALED SURFACE LOCK PUSH C YLINDER KICK I AUTOMATIC ELECTRIC CARD MONITORING! AUTOMATIC MOUNTED ! HOLD NO CLOSER SEAL STRIPPING PUSHBAR I- ,ATCHSEI LATCHSET�LATCHSET PULL I LUCK f PLATE OPENER LATCH !READER DEVICE FLUSH BOLTS s FLUSH BOLTS BUTT NOTES OPEN 101A X X _._.. _. _ 1018 X -� - .�..._._ .. _ ._......_ _ _-� -- - - __... _ _ _..�. _... �._ ....._. .. -- - - - _ .... ..__.. _ _.... _.... ... _ { • -- .- � _ _ _ ._ X -t- X 104 X X X X ._ .. _ .._.... r � -4- __._. .�.... X -r X X f � E8, NRP, 88 05 _..._ _ L_..... _ j.. _..............__ J ­­­- X X ..._ - X r X _. _.. EB_, NRP, _8B �_. 106A - ... --- I "'.�"_' - __... .... _w_.._..;_._..__.......... __.*__ _ ._.___ . - - . _..._ ---_- - NRP .._,. 90 ......� 1068 X - , _- __._._ ... _ .�. _._ _ X ._. __._._ x -._._ . _ ._.. ­4- NRP 90 ,....,.... _ �...�...__ s X X �. 108 X X ; --'-"x ---t- _ -- --- --t- -- NRP _ 0 ►-- . _._. _ _ -_._.. _ X X -- X � ~ EB, NRP, BB 109 X x _... 1. _.__ ..._ _ _..___- .._...- - �._ _. -.._. - SH • __ -- 80 -- �-- 1 OA x __�..._ x X � - -- i -_-- -_.� l r SH 90 1108 x , X X •--r-- -•�-- ---- -- -�. __ _ ^ _ _ _ __.._ _ _.:_._..- .._.- - _:____ _ __._. _.� .--... �..�. �..._ SH 90 112 X - X - -i- - -1--- -- f-• - -__ _._ ._ _ _.. j._ x EB -- 114C....._ _ _X ?C _. - X x X 116 X X EB NRP , 1313 �-- - + -- - -_.._ - . -�_... _.___ -_ - ___....._ _ - SH 9 117 _ _. X .. - X 2 SIDES EB, BB X X ` X -•-- �T. -_~ -_-4 y :_....118 ------�- -- -X x 2 S IDES ` !'- '_'`-X ---_ _.1 _ _ _ __- ._,... �_ _ ._..__ _... _• ___....._.._ - _.�_....._.�_ _ X EB X X ... y_ . .- n --�. -- ••-- -- � __... ._... - -- -1256 - ..�..._. __.f.- _....�.. __.___ _.. y _._._.._._....._i- .._._..__ _. X x X _ ' . ~X _ L- . X _ _.._ _ __. _.._. ' _ __......,.___ EB. NRP, B8 x EB 125C - -- __. ' ._ �... ..�....:.. - ...__..�- _... _._... ' E B ' SHELL - DOOR HARDWARE SCHEDULE - SECOND FLOOR { ` ; DEAD BOLT CONCEALED SURFACE �- I I DOOR I PLATE OPENER LATCH READER DEVICE SMOKE WEATHER PANIC PRIVACY PASSAGE LOCK PUSH / CYLINDER KICK AUTOMATIC ELECTRIC CARD MONITORING AUTOMATIC MOUNTED HOLD I NO. i CLOSER SEAL STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL I LOCK t I IFLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN 204 X X X X ______._ T.... - X :...__.. X x X NRP , B B 205 �X � X X - ---- - --�- -- - � _•___ -- - - � -�-.- -- -•-- -- .. ---- SH 90 206A X SH 90 , 2066 + X ? _ f X.-._. X .� ..._ r _ ,..... SH 208 fi'- + --.f. _-- .......- - - ...r .1__._ -. _ ___ L_w..._.. _�_-_ _ �--- -- -+-- - X X ' X w - X x .... _._. X _ -X NRP, BB '_a '- ----. . . � 209 X X X ._ ..._ _.. 2106 X � - X _____ SH 90 X .__.. ._..._...- .._.._.i._ X SH 90 ~ X _ .� -._.. ___...._... _...i. 2 SIDES I X X X _ ' .. _ i EB, BB X 12 SIDES x X + x EB, BB j r y . _._ t SHELL -DOOR HARDWARE SCHEDULE -THIRD FLOOR wwwww. wwwwwwwwnwwww�wwwr . w wr o, 4 j ( DEAD BOLT f CONCEALED SURFACE I I DOOR SMOKE WEATHER PANIC PRIVACY PASSAGE LOCK �' PUSH / CYLINDER KICK AUTOMATIC ELECTRIC CARD MONITORING AUTOMATIC f MOUNTED 1 ( HOLD NO CLOSER SEAL ;STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSE 1 PULL f LOCK ! PLATE + OPENER LATCH I READER DEVICE FLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN X301 A L_ ?( t__.____ X X X x 301B _ E B. NRP , i - ..- _...r- �302A X X X -t X I X I EB. NRP } 303A X x ; 2 SIDES X X X - •-- ---IE- _ .1 ! EB, B B . .__.._ X 2 SIDES x 1 r--- X X i -- - E B. BB 304 X ��X - _X _ X + X ` x X ! EB, NRP, BB _ -- - 305 _ L _ w X - `__ x X ---� �' +- -- -- -•-- -- _._.__ _�- SH -_ 90 - 306A X X X - ---- -- _---------- ......_..... w.._._... _._ t - - SH ...,_. 90 . X 308X X X X X n X X EB. NRP BB x x - --}- --- x ------ , SH I 90 SH �-_ 1-- --1-. X --- �•------- - ---1 -- - X SH .__ ' 90 SHELL -DOOR HARDWARE SCHEDULE - FOURTH FLOOR I I I DEAD BOLT + i { I , � I � CONCEALED SURFACE , DOOR SMOKE WEATHER PANIC PRIVACY ' PASSAGE LOCK PUSH/ CYLINDER KICK AUTOMATIC ELECTRIC CARD (MONITORING AUTOMATIC MOUNTED HOLD NO. CLOSER SEAL ISTRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL LOCK I PLATE OPENER I LATCH I READER DEVICE IFLUSH BOLTS FLUSH BO'- BUTT NOTES OPEN 4016 X X X X X EB. NRP .� x 1 _ X - EB NRP X 04 X X X X X X x ��X iiEB, NRP 05 x + X �_ -.-- -. }`-_ sl=y 90 ______ X - X a� x _ x SH 90 _.____. r406B X X --�- - X - -. X _ SH �`90 408 - - , --- -�- - ---- -- ____,_ i--- - --x -- -a_ _---_. X __. X ___ ___. __ _ _ __ x X --' X EB, NRP. BB i 409 X T � X �t` -- ;---- X _ .._ SH a OA -� x i- X ---.- - -- I- . X_ i r X S H 90 r 4108 X s j -- -�- • -�~- - 1 ___ -;_- X ---- -t-- -- -1•..- ---- - H gp ---f 416 s --�- ---- +-- ---- -- _ _w ; - -- _____1 _. x f { X I , X ( i •-- d17A X _ 2 SIDES X X - .� x 4178 X X 2 SIDES BB � 418 = 2 SIDES X �' --- - - • -�-.__ X -- ---- - - - - - - - _- -- .•-- -� 8f- AlMlllglJl _.__- -- - - -- - - -+-. �_ •_�_- .--- __ ----_; --- --- --- - --- I �. ...� APPROVtil E B, BB ! JUN 1 1 m cm - - -- - - - -- - - - AS NOTED NAY _ 2 7 SHELL -DOOR HARDWARE SCHEDULE -ROOF M -- I DOOR i SMOKE I WEATHER PAN( ` I I DEAD BOLT I I I CONCEALED SURFACE + ! I I C PRIVACY PASSAGE LOCK ( PUSH / CYLINDER KICK AUTOMATIC ELECTRIC CARD MONITORING ' AUTOMATIC ! MOUNTED HOLD N I O , CLOSER SEAL , STRIPPING PUSHBAR LATCHSET LATCHSET LATCHSET PULL ► LOCK , PLATE OPENER LATCH I READER DEVICE I FLUSH BOLTS FLUSH BOLTS BUTT NOTES OPEN I R01 X X X X R04A - X -t X X - - - }---- - --f-- - X --- ------- ----•+ -X - -->- - �- -- X ___�... _- _ _ ___ __ - ----- --- - -- • _ EB. NRP - ---- - - X -+--- x ._._ _ t t- +-- - - - _ EB. NRP - - R08A '`_ - -. X ..X } - -- -- x ' . "X -_ EB. NRP _• - � R0813 x , � _ �.. � - _.t._._ _t____ _ _ { E B . NRP ; . - - - -------- -� - - -- �._.__ ... - -- .._ , -- - EB. NRP f c ,., -.. _.. .. - __.. r. w. br ._.- ..t__�-- '� M1w._..Y•+.+1�_ _ -- �-t. .. ':!'!....3't"'.�..� a. _._.a _.... .rl►..:�.�.._.r _. .-. +iLti.�:. a.J d�► ° ..f. ..'�:. �. `° ice... '1.�'."'�"f 1L'"Tt - .l i •'�i+- ^ � i � • _ _ r ,e.J '1 r• r t SEE SHEET TI A6.4A FOR ALL HARDWARE NOTES. D OOR TYPES WA: .L PE.R SCHEDULE - A GA. M.M. DOOR A ME 3 SILENCERS of STRIKE SIDE r V IDOOR PER SCHEDULE NON -RATED MIN. 3 ANCHORS / JAMB TAMPER- RFSISTANT I SEA ^,r: T ON SECURE SIDE Imo- W/ BACKER ROD 0 0 WAIL PER SCHEDULE SMOKE GASKET RATING ASSEMBLY SEE SCHEDULE 16 GA. MIN. DETAIL :r BOND BEAM 4' NELSON STUD 0 16" O.C. GROUT TAMPER- RESISTANT \ \ \ TYPE TA SOLID CORE DOOR W/ HOLLOW ME IAL FRAMF. FIRE kiAFING TO I$[ FT CODE I.QUIREMENTS. \ \ o � TYPE TB 4 Z . -0 SOLID CORE DOOR W/ SIDE LRE W/ HOLLOW METAL FRAMF. FIRE RATING TO MFFT CODE REQUIREME El ' TYPE TG TYPE TH DETENTION TYPE HOLLOW ME IAA DOOR (1 3/4 THICK) PAIR OF 16 GA HOLLOW METAL. 14 GA STEEL WITH TAMPER RESISTAN' FASTENERS DOORS W/ HOLLOW METAL IRAMI AND NON REMOVABLE PINS. DOOR FRAMES SHALL BF 14 GA STEEL WITH INTE GRAL STOP AND TRIM. SQUARE 16 POLYCARBONATF LAMINATE GLASS VIEW PANE L W/ TAMPER PROOF FLUSH STOPS. \ TYPE TJ 1 E GA HOLLOW METAL DOOR W/ HOLLOW METAL FRAME. ' VIEW SCOPE \ \ TYPE 70 SOLO CORE DOOR W/ VIEW SCOPE AT STANDARD AND ADA HEIGHi W/ HOLLOW METAL FRAME. FIRE RATING TO WEE! 600E REQUIREMENTS.. TYPE TK 16 GA HOLLOW METAL DOOR W/ HOLLOW METAL W/ 24'x30` POLYCARBONATE VIEW PANEL W/ TAMPER PROOF FIXED FLUSH STOPS. TYPE TE 4 3' 10 WOOD AND CLASS ENTRY DOOR W/ (1) SIDE LRE W/ HOLLOW MEAL FRAME FOE RATING TO MEET (',QM REQUIREMENTS. TYPE TL 16 GA HOLLOW METAL DOOR W/ HOLLOW ME FRAME W/ 5'X20 - TEMPERED W1v- GLASS VIEW PANEL. FIRE RATING iJ MEET CODE REQUIREMENTS �. k. \ TYPE W VAULT TYPE DOOR WITH 31A` FETAL FRONT FACE AND 14 GAUGE BACK FACE AND OVERLAPPING LIP COVE RING FRAME JOINT. ODOR FRAME SHALL of .25' METAL CONSTRUCTION ANCHORED TO WALL WITH 12- STRAP AND #5 REINF BAR PASSED VERTICALLY THROUGH STRAP AND ANTI - SPREAD SPACE FILLER. -4 �6J TYPE TM WOOD AND GLASS ENTRY DOOR W/ HOLLOW METAL FRAME �- 3/16 X 1 1/2' METAL STRAP ('''' `--CONTIN000S GALVANIZED SEALANT ON SECURE SIDE ® STEEL PLATE D AS v I W/ BACKER ROD --- -JAMB MOUNTED DEADLATCH SCFTEDULEO ® \ / \ L _1 3/16 X 1 1/2 METAL STRAP DOOR AS -GROUT SOLID SCHEDULED 7 N' CENTER POST Q / �► - -AS REQUIRED 000R As I ; �� �/ \\ \ \ r \ � SCHEDULED --�` -; i ----�. \ �\ \\ /f r \\ /� . \ T / JAMB ® HOLD SELL H.M. FRAME HEAD I 6 A HOLD SELL TYPE IN TYPE TP TYPE TQ TYPE TR TwE TS TYPE TT 7 �:;J': t • - '.-C" SCALE. 3" = 1' PAIR OF WOOD AND GLASS ENTRY SOLID CORE DOOR W/ HOLLOW SOLID CORE DOOR W/ HOLLOW PAIR OF 16 GA HOI •.OI► METAL n 9 SCALE: 3" = 1' -O PAlR OF HOliD M. , Al DOORS W, PAIR MED. STY; E AN00. ALUM. DOOR W/ HOLLOW METAL FRAME METAL FRAME A 5'X20" TEMPERED MFTAL FRAME do 14 "X30 TEMPERED DOORS W/ HO'_�U* MEAL 17 RAME HOLLOW METAL RAMS Ar 5'X20' DOORS W/ 1/4" TEMPERED GLASS GLASS VIEW PANEL. FIRE RATING TO GLASS VIEW PANEL. . FIRE RATE' ,,G TO do SQUADS I C "X' 5 "X1 /4" TEMPERED WIRr GLASS VIEW PANEL. MEET CODE REQUIREMENTS. MEET CODE REQUIREMENTS POLY%,a;d0NATE LAMINATED GLASS FIRE RAT :14C '0 ME17 COOL VIEW PANEL. REOUIREMF q ..S. GENERAL HARDWARE NOTES SCHEDULE NOTES A PROVIDE LEVER HANDLE LOCK SETS COMMERCIAL GRADE MORTISE TYPE TO 1. PASSAGE SC' (ANSI F75 OR F01) iS (PAIR OF DOORS) EXIT ONLY DEVICE 0 PAIR OF DOORS WITH OVERLAPPING ASTRIGAL. MATCH BUILDING STANDARD, UNLESS NOTED OTHERWISE. PROVIDE ELECTRIC MORTISE PROVIDE MORTISE TYPE EXIT DEVICE (ANSI TYPE 3, F08L) O ONE LEAF AND SURFACE METAL DOOR DOOR PER SCHEDULE r DOOR PER SCHEDULE LOCK DEVICES AT ALL DOORS W/ CARD READER, DELAY PUSH TO EXIT FUNCTION AND 10. TRILOG" SET AT OUTSIDE do PASSAGE SET FUNCTION NSIDE. PUSH TO ENTER FUNCTION . ALL DOORS W/ PUSH BARS ARE TO BE MORTISE EXI' MCL'VTED VERTICAL ROD WITH NO TRIM. (ANSI TYPE 2, F01) O OTHER LEAF PROVIDE WITH ME T AL TERAZZO DEVICES EXCEPT AT STOREFRONT DOORS. 1C. PASSAGE SET WITH BARRIER FREE CLOSER TWO 9AER FREE CLOSERS. STRIP B. ALL SPECIAL LOCKING HARDWARE (CIPHER, KEYCARD, ETC.) MUST COMPLY WITH 1D. (PAIR OF DOORS) PASSAGE SET O PAIR OF DOORS. (ANSI F75 OR FOI) PROVIDE 19 (PAIR OF DOORS) MORTISE LATCHSET AND PUSH BAR AND 2 BAR FREE CLOSERS. THIN SET TILE CARPET FLOOR PER SCHEDULE NFPA 101, 5 -2.1.6 AND BE OPERABLE WITH NO MORE THAN ONE RELEASING 'W'1 - H MORTISED AUTOMATIC FLUSH BOLTS 0 HEAD AND SILL OF INACTIVE LEAF 20. PAIR OF DOORS) PASSAGE SET 0 PAIR OF DOORS (ANSI F75 OR rOl WITH MORTISED OPERATION FROM THE DIRECTION OF EGRESS. AUTOMATIC FLUSH BOLTS 0 HEAD AND SILL OF INACTIVE LEAF. PROVIGF REMOVABLE Mr ?AL STOP C. ALL SPECIAL LOCKING HARDWARE SHALL BE APPROVED BY GSA PRIOR TO EITHER LEVER UNLESS OUTSIDE LEVER IS OCK'' BY TOGGLE INSID E KFY OUTSIDE ELECTROMAGVFTI 2. OFFICE FUNCTION IOCKSET. (ANS' F81 /F82 OR F04) LATCH BOLT RETRACTED BY , LS . LOC WITH CARDKEY READER AT BOTH SIDES OF DOOR. PROVIDE REMOTE RELEASr: W/ CORNERS METERED AND � � �• INSTALLATION NO DEADBOLT L OCKS ARE ALLOWED UNLESS APPROVED IN WRITING 9Y RETRACTS LATCH BL�LT AMEN OUTSIDE LEVER IE LOCKE.D. LOCATED PER PLAN(S). " SCREW 4 COUNTERSUNK 21 + TYPE 1 PROVIDE RIM SCREWS PER FRAME ON ° ' '�. ' � ° � � ° � �� � � � ° GSA. .. 2C. OFFICE FUNCTION ._OCKSET WITH BARRIER FREE CLOSER. C YLIND ER ( ANSI FOBS ) SECURE SIDE ' . 0. CARD READER SYSTEM TO BE PROVIDED BY SEPARATE CONTRACT W/ THE TYPE EXIT DEVICE W . EXIT DEVICE W /LEVER HANOLE LOCK SET OUTSIDE READER CONTROLS EVER HANDLE DE K TRIM. TH ' : ► ' ' • ' GOVERNMENT. CONTRACTOR TO PROVIDE ELECTRICAL POWER, BACKBOXES AND 3. STOREROOM F BARRIER FREE CLOSER R CARD UNCTION I OCKSET. (ANS! F86 OR F07) OUTSIDE LEVER AI WAYS ELECTROMAGNETIC LOCKSET. SECURITY CLA7INC D ° ° ° ' CONDUIT TO CEILING FOR CARD READERS. RIGID. LATCH BOLT RETRACTED BY LEVER INSIDE AND KEY OUTSIDE. 21A. EXIT DEVICE W /LEVER HANDLE LOCK SET OUTSIDE ANSI TYPE 1 FOBL PROVIDE RIM E. PROVIDE KICKPLATF ON ALL DOORS W/ CARD READER OR ELECTRIC LOCKSET AT 3A. STOREROOM FUNCTION LOCKSET (ANSI F14) OUTSIDE AND INSIDE LEVER ALWAYS TYPE EXIT DEVICE W/ CYLINDER THAT CONTROLS LEVER HANDLE OUTSIDE TRIM. WITH EA. SIDE AND ELECTRIC FEED THROUGH HINGE. RIGID. LATCH BOLT RETRACTED 8Y KEY ONLY FROM OUTSIDE AND INSIDE. BARRIER FREE CLOSER. F. PROVIDE DEADBOLT LOCKS SETS AT ALL BUILDING CORE UTILITY CLOSETS. THE 3C. STOREROOM FUNCTION LOCKSET 13 WITH BARRIER FREE CLOSER. 21B. EXIT DEVICE W /LEVER HANDLE LOCK SET OUTSIDE (ANSI TYPE 1, FOBL) PROVIDE RIM DETAIL TAIL DE TAIL Co L ARS i HARDIFED ANTI - DRILL INSER S IN AND AR UND!N�CYRIONT 3D. (PAIR OF DOORS) STOREROOM FUNCTION LOCK SET 0 PAIR OF DOORS. (ANSI BARRIER PROVIDE ELECTROMAGNETIC LOCKSENDLE OUTSIDE TRIM. WITH OF THE CYLINDER CYLINDER PINS ANO HAVE CYLINDER WHOSE PAN DESIGN .S F86 OR F07) PROVIDE WITH VORTISED AUTOMATIC FLUSH BOLTS 0 HEAD AND SILL OF RATED ANTI - PI K Y Y S IE LE. „" C B THE INDUSTR THESE LOCKS SHALL NOT BE PART OF A R ATED WIDE MASTER SYSTEM. INACTIVE LEAF. 22. DELAYED EGRESS EXIT DEVICE. W /LEVER HANDLE LOCK SET OUTSIDE (ANSI TYPE 1, F08L) PROVIDE RIM TYPE EXIT DEVICE WITH CYLINDER THAT CONTROLS LEVER HANDLE 3E. TRILOGY LATCH SET AT EXTERIOR - LATCHBOLT RETRACTED BY LEVER FROM OUTSIDE TRI, WITH BARRIER FREE CLOSER. PROVIDE ELECTRIC MAGNETIC LOCKSET WITH G. PROVIDE SEVEN -PIN RESTRICTED KEYWAY CYLINDER LOCKS ON ALL INSIDE. CARDKEY READER AT BOTH SIDES OF DOOR. WOOD PANELING OVER NON - CRITICAL UTIUT( ROOMS, INTERIOR STORAGE: ROOMS AND OFFICE SUITES. BACKING a. CLASSROOM LOCKSt T. (ANSI F84 OR F05) OUTSIDE LEVEP LOCKED AND UNLOCKED 23. (PAIR OF DOORS) EXIT DEVICE O PAIR OF DOORS WITH OVERLAPPING ASTRIGAL WITH a n H. PROVIDE A BALANCED MAGNETIC SII -CH THAT WITH A TAMPER CIRCUIT AT ALL BY KFY. LATCH BOLT RETRACTED BY LEVER FROM EITHER SIDE UNLESS OUTSIDE IS LOCKING LEVER TRIM PROVIDE MORTISE TYPE EXIT DEVICE (ANSI TYPE 3, F08L) 0 ONE LEAF �:JTERIOR AND EXTERIOR DOORS TO THE BUILDING FOR SECURITY SYSTEM MONITORING. LNX:►cLD BY KEY. WSIDE LEVER ALWAYS FREE FOR IMMEDIATE EIIT. AND SURFACE MOUNTED VERTICAL ROC WITI- NO TRIM (ANSI TYPE 2, F01) 0 OTHER W/ 2 - _ - I. PROV10f ELECTRIC TRANSFER BUTTS (EB) AND MAGNETIC SW I CH SETS ON ALL 4C CLASSROOM LOCK SET. WITH BARRIER FREE CLOSER. BARRIER FREE CLOSERS. PROVIDE CARDKEY READER AND (FAIL SAFE) ELECTROMAGNETIC DOORS HAVING AN ACCESS CONTROL SYSTEM READER, ELECTRONIC KEYPAD OR LOCKSET. - � BIOMETRICS CONTROL POIN I SCREENING DEVICE AND AN ETFCTROMECHANICAL LATCH 4D. (PAIR OF DOORS) CLASSROOM LOCK SET AT PAIR OF DOORS PROVIC� MORTISED OR LOCKSET 24. PASSAGE SET 0 PA R OF DOORS. ANSI F75 OR F�J1 WITH MCRTI A UTOMATIC . ( ) SED d ( _ AUTOMATIC FLUSH BOLTS O HEAD AND SILL OF INACTIVE LEAF WITH BARR!t� FREE FLUSH BOLTS O HEAD AND SILL OF INACTIVE LEAF W/ 2 BAR FREE CLOSERS. PROVIDE CLOSER. FLUSH MAGNETIC LOCKS•ET WITH CARDKEY READER. O � O J. ALL DOORS IN ROOM WITH NIC OF 40 SHALL HAVE STRIPING AT JAMB, HEAD do I SILL. THE ROOMS ARE LS:ED. _ 5. PRIVACY , SET. (ANSI F76 OR F22) THUMB TURN INSIDE LOCKS OUTSIDE LEVER SMOKE' GASKET SMOKE GASKET 24A. , (ANSI F75 OR FOl) WITH MORTISED AUTOMATIC PASSAGE SET 0 PAIR OF DOORS SEALANT K ALL Y -0' HIGH DOORS TO RELIEVE 1 }� PAIR OF BUTTS, ALL DOORS OVER 7' -Ow OPERATING INSIDE LEVER UNLOCKS AND RETRACTS LATCHSET. OUTSIDE EMERGENCY FLUSH BOLTS O �' AD AND :.ILL OF INACTIVE LEAF W/ 2 BARRIER FREE CLOSERS. PROVIDE � Q RELEASE UNLOCKS LATCHISET. WITH BARRIER FREE CLOSER. MIN. 3 ANCHORS / JAM9 - HIGH TO REGEVE 2 PAIR OF BUTTS. TRILOGY SET AT 4LITSIOE ACTIVE LEAF & LEVER HANDLE OPERATED LATCH AT INSIDE. PROVIDE ELECTRIC MAGNETIC LOCKSET WITH CARDKEY READER. L ALL PAIRS OF DOORS TO HAVE' e8 BUTTS AS WFIl AS ALL EXTERIOR ENTRY 6 PUSH/ PULL O PUBLIC RESTROOM. WITH BARRIER FREE CLOSER. ' J -GROUT SOLID 0 EXTERIOR DOORS & AS REO'D. FOR RATING 7. PUSH BUTTON LOCKSET. SIMPLEX UNICAN L -1000 SERIES OR EQUAL. WITH 25. FIXED HANDLE 0 STAIR SID-, CARD READER 0 STAIR SIDE. r T BARRIER FREE CLOSER. SCHEDULED 16 GA. MIN HOL. MTL. FRAME DOOR AS WALL PER SCHEDULE WALL PER SCHEDULE M. ALL CORRIDOR AND EXIT ENCLOSURE DOORS TO HAVE CLOSERS THA MEET 25A. SAME AS 25 BUT FIXED HANDLE AT CORRIDOR S!,DE AND CARD READER BOTH SIDES. --�� i RATING AS RECD RATING ASSEMBLY RATING ASSEMBLY HANDICAP ACCESS REQUIE•JMENTS. 8. PASSAGE SET W/ ELECTROMAGNETIC LOCKSET, CARDKEY READER, PUSH TO ENTER 26. FIXED HANDLE BOTH SIDES, CARD READER ONE SIDE, KEYPAD OUTSIDE, LABEL 'NOT AN FACTORY PRIVFC k PAINTED SEE SCHEDULE SEE SCHEDULE BUTTON ON INSIDE AND BARRIER FREE CLOSER. 16 GA. MIN. 16 GA. MIN. N. ALL LOCKED STORAGE ROOM DOORS TO RECIEVE NRP HINGES. EXIT'. 0. ALL EXTERIOR DOORS T'0 RECIEVE S.S. NRP HINGES, CLOSERS, LOCKSETS do TO 8A. REGULAR LATCHSET AT THIS TIME W. PROVISIONS TO CONVERT TO NOTE 8 'WC11Y t0 Z7, KEYPAD INTERIOR SIDE, LABEL 'NCT AN ETDT'. HAVE OPEN /CLOSE SENSOR CONNECTED TO MONITORING SYSTEM. FUTURE. DETAIL DETAIL P . ALL INTERIOR DOORS WITH PANIC HARDWARE TO HAVE OPEN /CLOSE SENSOR 9. (B FRED DOORS UP 0 DOO E OM L T F OLDING DOOR HARDWARE KIT FOR svN 28, CARD READER BOTH SIOES, FIXED hANDLE BOTH SIDES. DETAIL OONNECTED TO MONITORING SYSTEM. OLD. 1 EACH PULL. WED 6A. CARD READER ONE SIDE, KEYPAD GNESIOE, FIXED HANDLE BOTH SIDES, ` ` ' - D" S+L• 3 " = ' ' G" ( ) POCKET DOORS POCKET 10. P DOORS. COMPLETE SLIDING DOOR HARDWARE K! . T 0 ALL DOORS WITHOUT WEATHERSTRIP SHALL HAVE 3 SILENCERS, MIN. ♦ ,, DOOR WEIGHING UP TO 250 LOS. RECESSED PULLS. x!16 29 FIXED HANDLE O STAIR SIDE W/ LOCK l/ATCHSET ON OTHER SIDE. ii► R. ALL CTI RS TO HAVE WALL STOPS EXCEPT Wn1ERE CLOSER LIMITS IMPACT WI TH 11 CORRIDOR/EXIT LOCKSET. (ANSI F95 OR F13) LATCH BOLT RETRACTED BY EITHER 30• CHAIN LOCK ON MA \UAL LIF KEY AC,IVATED OPENING DEVICE. LEVER. DEAD BOLT THROWN OR RETRACTED BY KEY OR THUMBTURN. THROWING 31. THUMB TURN DEAD BOL AT INSIDE. S. WHERE CLOSERS ARE REQUIRED AT LAN CLOSETS, ELECTRICAL CLOSETS, DEAD BOLT LOCKS OUTSIDE LEVER. ROTATING INSIDE LEVER RETRACTS DEAD BOLT WOOD PANELING OVER • TELEPHONE ROOMS, PROVIDE MANUAL HOLD OPEN LOCK ON EACH DOOR LEAF AND LATCH BOLT, A ND UNLOCKS OUTSIDE LEVER. WITH BARRIER FREE CLOSER. 32. FIXED HANDLE EA. SIDE, DOOR LATCH KT'Y OPERATED EA. SIDE. PROVIDE CARD READER BACKING T. ALL ACCESS CONTROL SYSTEM ELECTRONIC READERS AND KEYPADS USED OUTSIDE 12• HEAVY DUTY DETENTION TYPE CYLINDER DEADLOCK, KEYED ONE SIDE. PROVIDE EA. SIDE. _--- -- - _ -_ - WIll BE FULLY WEATHERPROOF AND VANDAL RESISTANT. LOCK MOUNTING PLATES, ESCUTCHEONS AND MOUNTING MCRTISE STRIKE W/ COVER 31 KEY OPERATED AT EXTERIOR, PASSAGE FUNCTION AT INTERIOR. _ _ __ _ PLATE. PROVIDE 1/8 THICK STAINLESS STEEL SURFACE MOUNTED PROTECTION PLATE -- - -`- - -- - - U. ELECTORMAGNETIC LOCKS SHALL BE THE HEADER SURFACE MOUNT TYPE. FLUSH OVER LOCK CUTOUT W/ TAMPER PROOF SCREWS ALSO PROVIDE DOOR CLOSER, 34. FIXED HANDLE WITH KEY OPERATED LATCH AT EXTERIOR do CARDREADER. 7 _ - (SHEAR) LOCKS SHALL NOT BE USED. THE SHALL HAVE A HOLDING FORCE CERTIFIED DOOR PULL AND INSTITUTIONAL HINGES W/ NON -- REMOVABLE PINS. AT LEAST 1500 POUNDS. MODELS W/ BUILT -IN SENSORS INDICATING DOOR CLOSED, 35. FIXED HANDLE AT EXTERIOR WITH KEY OPERATE LATCH, PASSAGE HANDLE AT INSIDE. 0 LOCKED AND DOOR �'ORCED OPEN SHALL BE SELECTED. STATUS READINGS SHALL BE 13. PASSAGE SET W/ ELECTROMAGNETIC LOCKSET, CARDKEY READER, PUSH TO ENTER ELECTRIC STRTKF OPERATE BY REMOTE SWITCH IN RECIEVEING OFFICE. INTERCOM W/ SMOKE GASKET VIA THE ALARM CONTROL MONITORING EQUIPMENT OR THROUGH THE USE OF A BUTTON AT INSIDE AND BARRIER FREE CLOSER. PROVIDE REMOTE RELEASE AS BUZZER TO SHIPPING OFFICE. 0 �� SEPERATE ELECTRIC LOCK CONSOLE. INDICATED ON PLAN. RECENED rM rW In 0101011 36. KEY OPERA LATCH AT EXTERIOR SIDE THAT UNLOCKS LATCHING MECHANISM AT V. ELECTROMAGNETIC LOCKS REQUIRE A REQUEST -TO -EXIT (ROE) PRESENCE 14. (PAIR OF DOORS) PASSAGE SET 0 PAIR OF DOORS WITHOUT OVERLAPPING MAY ? 7 2 37. & HOLDS LATCH IN OPEN POSITIONFOR DAYTIME USE. (MICROWAVE OF PASSIVE INFARED) SENSOR, RQF HEAVY ~UTY BUTTON, OR ROE ASTRIGAL WITH LOCKING LEVER TRIM PROVIDE MORTISE TYPE EXIT DEVICE (ANSI TYPE 37. KEY OPERATED LATCH AT EXTERIOR SIDE THAT UNLOCKS LATCHING MECHANISM AT 'TOUCH SENSITIVE' BAR TO RELEASE THE LOCK IN ORDER TO EXIT, WHEN READERS OR 3, FOOL) • ONE LEAF AND SURFACE MOUNTED VERTICAL ROD WITH NO TRIM. (ANSI PEFMrCBVU EXTERIOR SIDE. KEYPADS ARE NOT USED ON BOTH SIDES OF THE CONTROL POINT. TYPE 2, F01) O OTHER PROVIDE CARDKEY READER AND ELECTROMAGNETIC LOCKSET WALL PER SCHEDULE NTH PUSH TO ENTER BUTTON. 38. SAME AS HARDWARE �T 36 N. PANIC HARDWARE ON OUTSIDE DOORS SHALL BE DEADBOLT VERSIONS. THESE / BUT CARD READER BOTH SIDES. RATING ASSEMBLY SEE SCHEDULE OR F;XTURES SHALL NOT HAVE EXTERIOR CYLINDERS UNLESS REQUIRED FOR OPERATIONAL 15. (PAIR OF DOS) PASSAGE SET 0 PAIR OF DOORS WITH MOR11SED AUTOMATIC 39. SAME AS HARDWARE SET /37 BUT KEY OPERATED SWITCH AT EXTERN 16 GA. MIN. PURPOSES. THESE FIXTURES ARE TO HAVE A BUILT -IN LOCAL SOUNDER (HORN) FLUSH BOLTS •HEAD AND SILL OF INACTIVE LEAF w/ ELECTROMAGNETIC LOCKSET, OR SIDE THAT OPERATES POWER OPENER. POWERED BY BUILDING VAC POWER, TO PRECLUDE THE NEED TO RELY ON THEIR CARDKEY READER, PUSH TO EN ItR BUTTON AND 2 BARRIER FREE CLOSERS. INTEGRAL BATTERY FOR OPERATING THE SOUNDER. 40. CARD READER AT BOTH SIDES, PUSH 10 EXIT Al BOTH SbES. 16. EXIT DEVICE - EXIT ONLY (ANSI TYPE 1, FM) ENT ONLY, RIM TYPE EXIT NICE WITH CYLINDER THAT CONTROLS LEVER HANDLE AT OUTSIDE TRIM WITH BARRIER FREE DETAIL C�0S>ER. 22 SCALE. 17. EXIT DEVICE w/LEVER HANDLE LOCK SET OUMM (ANSI TYPE 1, FOAL) PROVIDE RIM TYPE EXIT DEVICE W/ CYLINDER THAT CONTROLS LEVER HANDLE OUTSIDE TAI. WITH BARRIER FREE CLOSER. I '� � - -� �._ ._ ._ _.. .�- ---.. -- -. _.-_ -.- ..- ..�- ....- ._..�.,�,., _ .s1...... w:�.v+..+.w ....w - -'"�»- � ► - !�'�i¢>:�i t'•�.:' .:'i°�.s.:LW� .. _ _ .. a. +owe�Z►..:�.s0et�;M. .�r � � �,�r • �` v v D DETAIL -G " WALL PER SCHEDULE - f 6 G H.M. DOOR Z/o� E GASKET �••- DOOR PER SCHEDULE D ETAI L TYPE TC PAIR OF SOLID CORE DOORS W/ HOLLOW METAL FRAME, FIRE RATING TO MEET GODS REQUIREMENTS. CENTER POST -AS REQUIRED 0 I LOCATION AT ROOM TP305 C A RELITE A ELEVATION �Cr+. � . 1 j a. _ 1 . O ., HOLD CELL ELEVATION 1 LOCATION Al ROOM TP3M 9 RELITE 8 ELEVATION RELITE PER 19 do 20 TI A6.1 A - TYP. RELITE PER 19 TI A6.1 A -- TYP. , 7 d, RELITE PER 19 TI A6.1 A - TYP. q 4 LOCATIONS AT ROOMS T143, T151, T159 & T170 RELITE C ELEVATION C S%ALL. 1/4" = 1' - SCALL. 1/4 = 1' -C" CM U WALL DOOR PER SCHEDULE 1 LOCATION AT ROOM T 170 RELITE D E�LEATION D SCALE. ./4" r 6 I o� .t J _ I N 1 LOCATION AT ROOM T301 ELEVATION 33' 0" TEMPERED GLASS SLIDING WINDOW W� 12 0 D PPLASTIC LAMINATE EDGE ON RECEPT►ON AREA SIDE PLASTIC LAMINATE COUNTERTOP do SPLASH. PROVIDz* 3 GROMMETS AS NOTED ON PLAN PROVIDE CONCEALED STEEL ANGLE SUPPORT BRACKETS AS REQUIRED FOR COUNTER TYP PLASTIC LAMiNATF BASE CABINETS W/ 1 ADJ SHELF PER SLCTION 4' BASE d N I GWB - PAINT 5' -4" GRANITE COUNTER 4' -0" RADIUS 1 LOCATION AT ROOM T169 BRUSHED METAL 4' - 0 RADIUS ELEVATION B ASE WOOD PANELING K S CALE: 1/4" 1' -0" 6 I I .r I N RELITE PER 14.1 1 tY 16 ON SHEET TI AGAA - P. rt °C LITE PER 14,15 & 16 ON EET TI A6. A -- 1YP. 2 LOCATIONS AT ROOMS 7 do T103 ELEVATION 1 1 � r HOLD CELL ELEVATION G SCALE. ! /4 . D . CMu WAL L 0" Pat s KME A, I SL A► ,. l u e"rP%r%f 1r � �-- WALL PER PLAN 1 LOCATION AT ROOM T 172 L L VTI E: i�4' - If I it 0o I N r ,f f w i D CM Of WW O JUN 1 1 20 As wilitu M F aw, W90% RELITE PER 14,1 & 1. ON SHEET TI AS.1 A -- TYP. `vry m" 4 AN r 2 7 �W Po%$? CW% LAN MUELLER 6 ASSOCIATES � DEPARTMENT OF HOMELAND ELEVATIONS SKU 4-19- S 02 -135 INT RELITE - DRYWALL �� �'� RE drawn by _ ITE - - �► A c H I t E c t 6 �► �► SEATTLE DISTRICT OFFICE C O R P O R A T I O N ECT PROPERTY OF THE UNITED STATES wrcE o M P. I.E LLER checked by IT 5- - 130 LAKESIDE SEATTLE, WA 98122 2 0 6 325 2 5 5 3 12500 TUKW� LA INTERNATIONAL BLVD. WARNMENT FOR OF FIC I AL USE ONLY DO ST ATE Or NASHMION 8. F. , SEATTLE, WASHINGTON NOT REMOVE THIS NOTICE PROPERLY --- --. DESTROY DOCUME E S WHEN NO LONGER dote 2 -5 -04 NE EDED No. ISSUE DATE N0. ISSUE DATE .._— .r........-- -.... ---rte. =- ...r...+r. _. ...._...._w ,s.. 1 . • ..F' ... _:�`�... �S t..iL- �iVi� :•afrf..tidi .rrl.4'�.. XiS. RELITE PER 19 do 20 TI A6.1A - NP. RELITE PER 19 do 20 TI A61A - TYP. 0 HGLD CELL ELEVATION ­7 �J4 GW8 - PAINT i f RELITE PER 19 j ti• „ . & 21 TI A6.1A IYP. A �- ONE WAv VISION GLASS INSIDE 1 LOCATION AT ROOM T171 LOOKING OUT RELITE E ELEVATION 1 1/8 NIOWNAL POLISHED SLAR GRANITE 3" SO. STEEL TUBE FRAMF COUNTER W/ 4' BACKSPLASH. PROVIDE EPDXY SECURE TO STRUCTURAL JOINTS AND 1/4' RADIUS AT EDGE do 2 HR.WALL LAVATORY OPENMNG. - -- / MIN. OORRIDOR ON METAL STUBS "a� ",O.C. (L W . B . AOA COMPLIANT SINK - 1' - '1 p TYPE X G.W.B. , ON ETAL STW TAL STUDS of 24 O.L. ,. 0" I� I I 17 MAX TO CL OF FIXTURE 2 1/ ? x 2 t I EEL BEAN ANGLE • FLOOR LEVELS TR v , - - - - -- ANCL E FRON T-� - 1 \ SEE SUCTURAL �� I •r REVERSE ;1 � I � I N ! NOTCH OUT AT SINKS ' 3 112* >x 3 1 /2* x 1 /4' STEEL I ANGI� FRAME ALL SIDES n _ SEMI RECESSED ? J ` SEMI--RECESSED IDOL TO *'v _, 0 24' O.C. MAX FIRE E;XTINCUISHER CABINETS - FULLY wE � 0,U FIRE FIRE NOSE OR CABINE TS DETAIL QETAIL QETAIL & i—TI L A DETAIL 1 2 5 DETAIL i' -0' [: 3• ,' 0" scAl F : 3• - , ow 6 SCALE: T 112' = 1' � o" 1/4 "� I \ WAt PER PLAN v 8 0A. HANGER WIRE , . FILLED " T 1 t 2 .0 S TL. 1 1/2- CON i NE . AL PAN ®?4 O.C. L -L- _ 1f%EADS 14 GA. M' AL PANS \ WALL PER PLAN PIPE RAII FILLED W CONC. W/14 GA. VFTAI I TREAC / -/ STAIR N D 8A INSULATION (PAINTED) I �� , T RISERS SECuREi) TO --�- � .. EE STA CONC. ON METAL SOU STL. CHANNE_t_ / - — STRINGER � � ECTION DECKING (P/1 SLAB 16 GA. MTI _ O SAM. SECTION) �- STRAP w /; � - --. i CON 1, HANDRAIL U.S.G. METAL FURRING V N .ABOVE- - - _ �� - Li W/ CLIPS 1 112 U.S.G. METAL. FURRING 3" �� EXPANS'ON BOLT # �-- STL CHANNEL o �`� , SLICE CHANNELS W/ 12 IN CONC. SLAB STRINGER " OVERLAP & • I ' OR APPROVED O 24" O.C. CHANNEL OR APPROVED ®48" O.C. - - '� 1 SECURE W/ DBL. STRAND 18 GA. TIE / STL. ANGLE WELDED o _ STL CHANNEL TO STL. CHANNEL STRINGER / .0 a _ / OMIT O SIM. SECTION N J l ] A T 1:7— / p LLj Tl N V) / 14 GA, METAL PANS SOUND BATT INSULATION FILLED WITH CONC. W / 1 1 4 GA. METAL RISERS SECURED TO 5/9" G.W.B. ` STL. CHANNEL STRINGER � DETAIL DETAIL DETAIL DETAIL - DETAIL . R DETAIL i /2" - 1' -0" SCALE. 1 I/( = 1' -0" 1 O SCALE: 3" 1' 1 w w 5(:Ai.E: N.T.S. 1 SCALE: 3 = � -0 ' I 1 NU. 1 L Wl Kt HAN"E R TO STRUCTURE RIGID STRUT TO ABOVE TYP. 1 PREFINISHED METAL W/ STRUCTURE ABOVE STANDING SEAM JOINT -- SINGI E PLY ROOF � MFMIRRANE ON BONDING ON VERT. SURFACE. ( OIM_ PT. � •' NOTE: AGtNI s" EVERGREEN GLASS � SUSPENDED CEILINGS SHALT. BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHOI;AKE. LAMINATED WITH . 060 WHITE INTERIAYER IN THE ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM Wit L BE REQUIRED. FOUR NO. 12 GA STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER SINGLE PLY ROOF WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL BE SPLAYED 90 DEGREES TO ` MEMBRANE ON RIGID 0° ' . ; EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE A AN ANGLE NO T TO INSULATION CN _ I " ' EXCEED 45 DEGREES FROM THE HORIZON TAL. A COMPRESSION STRU i SHALL EXTEND FROM DENS - -GLASS FIREGUARD ON METAL DECK THE MAIN RUNNER AT THE A' "ACHME N T OF THE WIRES VERTICALLY AND BE ATTACHEC TO _• � --- - - • i - ' �`� = = - --'�-- ` - - ' � I � ANODIZED ALUM EDGE 2 ` T � I __ - _ COVER THE STRUCTURE_ ABOVE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NO _ '_ ti - CRICKET _` �- z \ TO EXCEED i 2 EET iIN 80TH DIRECTIONS. BEGINNING AT A POIN' NOT TO EXCEED 6 FEET FRO M WALLS. LIGHT FIX'URES SHALL BE SUSPENDED IN ACCORDANCE WITH UBC STANDARD INSULATION FOR I N O. 47.1813. LIGHTING FIXTURES WHICH WEIGH LESS THAN 56 POUNDS SHALL BE ATTACHED POISITVE SLOPE CANOPY GLAZING _ 45 45 0 TO THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 N0. 12 GAGE , =� � i0 DRAIN BAR WITH Ya " I . - ---�' WIRES. LIGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE - ` 1/2 MIN. F.H.S.S. BOLTS AT -� STRUCTURE INDEPENDENT OF THE CEILING GRID, AND AN ENGINEERING DESIGN SHALL BE ' CL OF SUPPORT SUBMITTED TO SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE TUBES AANKVNN�R" '_/ IFROSS TEE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. DOUBLE SIDED GLAZING TAPE RIDGE TUBE (SEE ! PREFINISHED METAL FLASHING UNDER STRUCTURAL ! GLAZING BAR DRAWING) SHOP EPDXY PRIMED AND PAINTED. DETAIL DETAIL DETAIL 13 �..,. 15 16 _ SCAL -. ._ _ G CA !`�" - 1 - y - ANODIZED ALUM CAP EXTRUSIONS WITH FICTION FIT COVERS NOTE SEE MECHANICAL DRAWN ANODIZED ALUM CAP EXTRUSIONS GS FOR PIPE LOCATIONS WITHIN BIRD REPELLENT WIRE J WITH FICTION FIT COVERS ENCL . SPIKES. , t ANODIZED ALUM CAP EXTRUSIONS )(s' EVERGREEN GLASS - WITH FICTION FIT GONERS TEMPERED / LAMINATED WITH .060 Re EVERGREEN GLASS TEMPFRED LAMINATED WITH .0160 WHITE INTERLAYER WHITE INT RLAYER 22 GA STAINLESS STEEL CONTINUOUS -�� -- - -- - CUTTER P/T SLAB OF DECK ABOVE ! / EXTRUDED BUTYL RUBBER SEALS COVER ANODIZ ALUM EDGE 7 " (PRE- SHIMMED) rfs EVERGREEN GLASS • a a ' / TEMPERED /LAMINATED WITH .060 W HITE INTERLAYER STEEL FRAME (SEE STRUCTURA[ , 2 "I STAINLESS STEEL DOWNSPOUT. FIRE PROTECTION LMES E o' I r }'' DRAWING) SHOP 3V� HOLD TIGHT TO CANOPY FRAME. LINES - 0 DOUBLE SIDED GLAZING PAIN XY PRIMED AND 1a �( TAPE �� L TYPE "X" V W B ON --._._ _ - _ � 2 V METAL STUDS - - _ _ _ RIDGE TUBE (SEE — ' ' - - - _ STRUCTURAL ORAM�ING — - - S — DOUBL SIDED -- --�,`_ SHOP EPDXY PRIMEt: AND - - -- - - -r -- 1' G*8 SHAFTLP" WITH TA PAINTED. I i RIGID INSULATION ON METAL RDA TUBE (SEE CANOPY GLAZING BAR WITH )4' MITER WELD ALL JOW ANGLES STRUCTURAL DRAWING) F.H.S.S. BOLTS Al CL OF n "�►� DOMESTIC WATER LINES HO EPDXY PRIMED NC SUPPORT TUBES MAY 2 7 2 004 SUPPORT TI48E (SEE GLAZING BLOCKS CANOPY GLAZING am M1►IT'H X00 STRUCTURAL. DRAWING) SUPPO BOLTS AT CL OF __ SHOP EPDXY PRIMED AND CANOPY GLAZING B Y. AR WITH '0 SUPPORT TUBS --'�— PAINTED. F.H.S.S. BOLTS AT CL OF SUPPORT TUBES DETAIL CANOPY RAKE CANOPY PURLIN CANOPY GLAZING DET A L CANOPY GUTTER 1 � S�i�/ILE. N.I.S. - I 2 3 SCALE: 1" - 1 _ w w 02 135 DE sNEET LANCE MUELLER 19 ASSOCIATES DEPARTMENT HOMELAND r drew SHELL AND CORE MIT 4 -30 - T REVIS PRECAS REVISION #2 12 18 !�!d REGISTERED! � 5-27 �I I ARCMTECT I E.M. IP CUPOK7E 6-9- 4- - SEATTLE DISTRICT OFFICE PROPERTY OF THE UNITED STATES I BUILDING PERMIT R I AL 18 - T D _ 4 -14 -04 IA A C H i T E C Y checked by 8 rA 1 A GOVERNMENT FOR OFFICIAL USE ONLY. P. MuELt EVI 0 I, OWN C O R P O R AT 10 N 12500 TUKWI LA INTERNATIONAL BLVD ER NOT REM T HIS TT ftSM TON B. F. CON STRUC TION 9- _ — 130 LAKESIDE SEATTLE, WA 98122 206 325 2553 HIS NOTI dote SEATTLE, WASHINGTON PROPERLY DESTROY DOCUMENTS 3 -27 -03 WHEN NO LONGER NEEDED 'NO. ISSUE DATE NO. ISSUE DA I 5/8" I STUD 1/2" MILL *( BEADE p"ll DETAIL 5: ALL. 3" - i -0° 1/4" SPACE (FRENCH CLEATS) 3/4 II 3/4" CDX PLYWOOD BACKING HARDWOOD VENEER - S. do V 1 HARDWOOD VENEER - S. do V. WAL ! PER PLAN DETAIL 7 SCAB E 3" = 70- - 0" GLASS RAIL SYSTEM �f _ I 17 1 " GRANITE STONE TREAD AND I STRINGER 3" x 12" T.S. STAR STRINGER v STEEL PAN FILLED W/ CONC. 3 " G RAN ITF MILLWORK #7012 , CROWN MOULDING PANT 5/8" G.W.B. - PAINT 13 DETAIL 1@3 0 2 N O N x -1 /4" SPACE (FRENCH CLEAIS) 3/4 3/4 1/4 Spll►CE (TRENCH CLEA T RA ED WAI L '—' -- "- PER PLAN 314 COX PLYWOOD BACKING x-3/4" M PLYWOOD BACKING —•�•."•- ' • SIDE f .+�: =. '' �;---- = WOOD VENEER - S. V. I OR APP OGORW 1 E QUAL- 5 8 WAL REVEAL 5/8 G.W. B. -PAIN . MILLWORK SUPPLY WALL PER ,x--3/4' HARDWOOD VENEER - S. �c V. i �,�-- WALL PER �.— RATE W ALL PER 1 5/16 X 2 3/8 PLAN VINYL WALL COVERING I PLAN PLAN I WOOD CAP MOULDING i OVER 5/8" G.W.B. VINYL WAl COVERING WALL PER w '— OVER 5/6 G.W.B. r PLAN 3/4 HARDWOOD VENEER - S. jc V. HARDWOOD -PAINT BLACK ----� MIL t.WORK SUPPLY 17040 W000 MOULDING r 3/4" CDX PLYWOOD BACKING, 44 1 1/2 x 1 1/2" HARDWOOD - $, do V. l Mli L WORK SUPPLY W 5/ 16 - X 2. 3/8" fAC F 1/2 CRAM f E R WO OD CAP MOULDIGG I ; WA' - FINISH PER ELEVATIONS 3/4" HARDWOOD VENTER S. do V. j NO i E - PAIN' ALL MO'U'LDING U.N.O. r i OETA�L � � - 2 DETAIL DETAIL DETAIL DETAIL " I 4 SCALL. 3 1'- 0" � $CALL. S" - V-0" I j i r ? 112" 1/4" ;PACE (FRENCH CLEATS) ;PACE (FRENCH CLEATS) ! RATED WAI, l 3/4' -� �3/4" VINYL THANE COVERING 3/4" PER PLAN '� i !` I OVEp 5/5" G.W.B. — GRANITE - 3/4" CDX PLYWOOD BACKING GORC�OW 312 -5/8 TRIM REVEAL " I _ _^__3/ 4 - CDX PLYWOOD BACKING i r OR ADPRGJED EQUAL i S - }� -� 2 1/ 2" X 2 1 /2* HARDWOOD TRIM SIDE I HARDWOOD VENEER - S. do V. 1 /4' I I TO MACH WA►N:,COT ' I GRANITE WAIL PER WALL PER �`- WALL PER ---- RATED WALL PER PLAN I I PLAN ( HARDWOOD - PAINT BLACK PLAN r iv MII�WORK {1012 I 1/2" CHAMFER ABOVE GRANT 7 E BASE BELOW i CROWN MOL!_�DING HARDWOOD VENEER - S. k V. 1 - � N _ PA.;N ' POLISH EXPOSED EDGE GRANI SEALA -COLOR TO MATCH { GRANITE 3" 3ADIUS HARDWCOD VENEER - S. do V• _ -- I 3/4" CDX PLYWOOD BACKING ► i� - -� POLISH EXPOSED EDGE ! ! HARDWOOD VENEER - S. do V. I ' - 1 4 ; 3/4" CDX PLYWOOD BACKING j FACE } 3/4 " / SPACE (FRENCH C LEAT) GRANITE i GRANITE I 3/4" CDX PLYWOOD BACKING 3/4�. I Ir } �%-1 /4" SPACE (FRENCH CLEATS) I � • F i DETAIL DETAIL t 8 9 DETAIL " DETAIL DETAIL r SCALE: �' _ -C" SCALE 3" - i' G " I O SCALE: 3" SCALE: 3" = 1' -0" 2 " f GLASS RAIL SYSTEM I } r 4 ( GLASS RAIL SYSTEM i GLASS RAIL SYSTEM I GLASS RAIL SYSTEM I + GLASS RAIL SYSTEM I ; _ 1 7 1 " 1 7 1 GRANITE STRINGER C r' , �. - GRANITE STRINGER $TONE TREAD AND ) A _ } 1 , + 1 7 1/1" ! w GRAN I 1 GRANiE TREAD S -3 } I } STEEL PAN FILLED STEEL PAN FILLED 3" x 12 T.S. W COhC 3" x 12" T.S. W/ CONC. F STAIR STRINGER STAIR STRINGER 3 3 I 0 Os 1� GRANITE a' 4" a '• 4 GRA T E 2 112 GRANITE c 1 G.W.B. -PAINT S — y`_a__�r _l i 7 " S -4 - MiLLWORK #7012 3/4" CDX PLYWO CROWN MOULDNG BACKING PAINT — 4w y1 TEXTURED PAINT I DETAIL DETAIL DETAIL 16 SCALL: 1 1/2" -0" SCALE. i 112" 1' 0" STUD BRACES AS REWD. 5/8' G.W.B. OVER METAL STUD FRAMING FLUORESCENT LIGHTING • P 1 ° 'GORDON" PRO -- #101 UGMi COVE - PAINT --- - -- 5/8" G.N.B. - PAINT WALL PER PLAN a "x2'x 4'- 0"x.OSO GA. BRUSHED STAINLESS STEEL CORNER GUARD AT ALL EXPOSED CORNERS - TYP. PROVIDE PRE- DRILLED COUNTERSUNK SCREW HOLES. 3 1 DS METAL STUDS _ 7 1 - I S -3 .a' m IM �t Ek' "L Lov - I �-- SUSP. ACOUS. CE1L. 5/8" GWB METAL L • EDGES (TYP.) 41 1 /2" �— CABINETS �c r►c �p 4 Mq y Z 7 2044 p ftwrr q ._ -. .._ .._ -- .�..�- .....-._ -° _...._.. -- -- -- ---_.. _ - - -- --_. .-�. .� -- -� �► -' .». - --- `..- '•`.-- ...►.�� —+.r - - - aw��.. ..� . - .ww+- ...i..Rr.�Ma ....a.ir>,W► r„�+r+�.�,.� • y dr ` 5/8" G.W.B. - PAINT TAI ETAIL DET DETAI @_L 20 ,. w ( 21 w w L _ DETAIL DETAIL SCALE: 3" = G I rf l ( 22 r I ♦% 5 /e' G METAL L o EDGES (TYP.) CMU WALL -- SOL GROUT - 3/4" EXPANSION ANCHOR 0 24' O.C. INTO SOLID GROUT CELLS - -- - - - -- SHIM - ANGLE FRAME 0 END (PROVIDE EMBED & EXPANSION BOLT) — 1' -8' CONT. EPDXY SEALANT CONT. STL. ANGLE WE DED TO VERT. STL. CHANNEL BENT STEEL PLATE v CONT. STEEL ANGLE WELDED TO / VERT. STL. i d -- - -• — STEEL ANGLES 0 24' O.C. _,f- -VERT, STEEL ANGLES d I' 3" RADIUS CORNER O END i / + ONT. STEEL ANGLE %0 WE; DED TO STEEL FLOOR PLATE & MOLTED �- TO STL. KICK PLATE v PUNCH HOLES 0 24' O.C. & PUDDLE WELD d _ EPDXY SEALANT 112" X 4' X 6" STL. - 1 `�-- LEVELING SHIM WELD TO PL 0 24" O.C. PLATE 4" 1 /2" DETAIL NOTE: AI TFRNATE PER 14/TI A1.9A 1 JiLALI_. i 2 — V - 0 - I HARDWOOD VENEER -• S. & V. 3/4" CDX PLYWOOD BA;: KING I i III 6" RUBBER BASE I i 112" CDX DLYWOOD BACKINC i CARPET 1 I l WAi i PER PLAN HARDWOOD VENFE_R - S. & V. 3/4" CDX PLYWOOD BACKING - OONT. STL. ANGLE 3' RADIUS , *CORNER BENT STEEL PLATE � CONT. STEEL ANGLE WEL DED TO 5/8" G.W.B. PAINT VERT. STL. r ; ... - --- STEEL. ANGLES 0 24' O.C. 1 2 1/2 X 2 112` HARDWOOD TRIM TO MATCH WAINSCOT ,...r—VERT. STEEL ANGLES anon— STAINLESS STL. STRAP 3" RADIUS CORNER 0 END �i— WALL PER PLAN BOLT TO FRAME & TACK -CONY. STEEL ANGLE W I L O NUT ----- r - �D WELDED TO STEEL FL%W PLATE do BOLTED ' DIA SHACKLF RING TO STL. KICK PLATE � 3� RADIUS PUNCh HOLES 0 24' 0 C I HARDWOOD VE E R 'GORDON 512-5/8 WALL REVEAL OR APPROVED EQUAL ��-- W ALL PER PLAN VINYL WALL COVERING OVER 5/8" G.W.B. -- 10 1/2' 2 CM. GRANITE CAP • EPDXY SEALANT �_� & �'UDOL E WE l D N E - S, 6L V. EPDXY SEAi_ANT f 3/4" CDX PLYWOOD BACKING I NARI WOOD VENEER - S, do V. 1 LEVELING SHIM WE L D TO i 3/4" CDX PLYWOOD BACKING PLATE I EMBED 0 FA. END 4- 1/2' i r� 112* X 4" X 6" STL. 3/4" _ 6" _ 3 /a" y t PL O 24" O.C. i " I DETA N OTE: ALIERNA ?I: ' 1/ "3/4- 3/4 1/4 i 1 2 D PER 16/71 A7.9A DETAIL DETAIL ; • ETAIL SCALE. 1/2" - 1' -0" 3" = 1' -0" i SCALE. 3" _ -0" i SCALE: 3" I' -0" 1 I I I i ` ' • III r I 2 CM. ( NAN ; T E CAP *. . i I I � I _ I HARDWOOD VENEFR - S. & J. I + s I } HARDWOOD VENEER - S. & V. i • �— WALE PER ?LAN WALL PER PLAN WA - PER PLAN 112" { 3/4" CDX PLYWOOD BACKING '� 3/4 CDX PLYWOOD BACKING II i I •� I i I t I � I i 6" HARDWOOD BASE i 6" HARDWOOD BASE , "SCHLLITER SCHIENE" ALUM. I i EDGE PROTr CTION STRIP CARPET ; ENTP': MAT FINISH FLOOR HARDWOOD VENEER - S. & V. ! GRANITE TILE • ' i I 3/4" CDX PLYWOOD BACKING t 6" GRANITE TILE BASE 0 — DETAIL DETAIL 8 5CALE CMU PER STRUCTURAL METAL LOCKERS CEMENT BOARD 'Timbe PARKWAY WALL - MOUNTED WOOD BENCH. MODEL 2045 OR APPROVED EQUAL x x x - .r WELDED CONNLCTION i i FIRE TREATED BLOCKING 18 GA. STRUCT. _ STL. STUDS CERAMIC TILE VERIFY DETAIL GRANITE COUNTER _\ ARUSHED METAL EDGE 1I CABINET FINISH PER ELEVATIONS I I ' DOWEL '• I COMPACT SAND FILL STAINLESS STL. STRAP COMPACT SAND FILL I BOLT TO FRAME & TACK ' CMU PER STRUCTURAL ° D) WELD NUT -»- CMU PER STRUCTURAL o 0 ! i I I a I 3" DIA. S iACKLE RING _ i EPDXY SEALANT i EPDXY SEALANT EPDXY SEALANT LEVE SHIM - WEB D TO 1 /2" X 4" X 6" STL I� LEVELING SHIM - WELD TO PL O 24 O.C. PLATE a I t 4" 1/2` DETAIL I 14 �iC&E. 1 11 2' _ CABINET FINISH PER ELEVATIONS BRUSHED METAL EDGE GRANITE COUNTER BRUSHED ME'A>L EDGE-- - 1 1 /2' CABMET FINISH PER ELEVATIONS GRANITE C( 2 X 6 WO( TO MATCH STEEL SUPI D50 ALUM. BREAK SHAPE 0 MATCH ALUM. WDW. YSTEM. MAKE NO 'HYSICAL CONNECTION 0 STOREFRONT YSTEM qIIIIIIIIIIIF on Of vm" JUN 1 j AS NOILD gym o9d 0 * 7 . p w ft - ft%,4 MAY 2 7 2004 P*R cvvrji4 DETAIL DETAIL DETAIL DETAIL 21 � _ r , " 22 w r " DETAIL DETAIL scA.L. " 3- 0 SCALE 3 _ G 2 3 2 4 1ai�[R1AIr r �. j THIN SET GROUT BELOW AS REQUIRED i ` 3 / 4" 3 112 3/ 4" I { 1 /4 3 / 4 " 3/4* 1/4" Y DETAIL I DETAIL ' DETAIL i SCALE 3" } 0 1 : r_ " 11 12 - SCALE. 3 - 1'-0" SCALE 3 = 1 - 0 • : : I EPDXY SEALANT All. AROUND4" s PRECAST CONC. BENCH ; 4" PRECAST CONC. BENCH j 4' PRECAST CONC BENCH CAF BLOCK t r C DETAIL t DETAIL S 1 V ALE: 1 1 /2" - } ' - v.. 1 7 SCALE: 1 112" = V / o i i i I - -� - - -.WALL CONSTRUCTION PER FLOOR PLAN SILL BELOW EDGE OF ALUM. DOUBLE FACED STOREFRONT II GLAZING TAPE — -- ♦. O i TYPE A -- 3 -LAMP PARABOLIC GENERAL LIGHTING NOTE: F `� ® 1. EMERGENCY EGRESS LIGHTING IS DESIGNATED BY "E" AND IS U-I- 2 HOUR CMU ASSEMBLY I J. 1 0 TYPE Q HID DNMLT SERVED BY THE EMERGENCY GENERATOR LIFE SAFETY ATS. ALL EXIT _ � L T SIGNS ARE IIdTERNALIY LED ILLUMINATED AND ALSO ON THE TANDElrI STRIP - - - - - -- -- -- f11�ERt1ENCY OEWERAT©R LIFE ATS. TO STRUCT - - -- - - Bit 1 HOUR RATED ASSEMBLY FULL HEW CMU I --- b - - - __ C -- _ _ - G URE 1rP. - U.N.O. --. —. F-- ---�}I TYPE H4 4FT STRIP 2. ALL SPACES TO HAVE LOCAL LIGHTING CONTROLS PER W SEC mammagir ? HOUR RATED ASSEMBLY 4 MOOR CMU ASSEMBLY SE 1513.1. ESE ARE SWITCHES OR OCC SENSORS. O TYPE P - LENSED FLUOR. iv I 3. ALL SPACES TO HAVE AREA CONTROLS PER WSEC SECTION ° ® TYPE X - ILLUM EXIT 1513.2. THESE ARE LIGHTING CONTROL ZONES WITH OVERRIDE it L SWITCHES AND OCC SENSORS. 3 � -0 27 - 3 -0 © OVERRIDE SWITCH 4. DAYLIGHT ZONES AS DEFINED IN *SEC SECTION 1513.3 SHALL BE FIRST F REF C P L AN - -- - o CONTROLLED INDEPENDENT OF GENERAL UCHTING. CONTROLS M N�,7 _1*=I 0- to ❑ OCCUPANC Y SENSOR INCLUDE DEDICATED SWITCHES AND OCC SENSORS FOR DAYLIGHT ZONES. 5. EXTERIOR LIGHTING IS INDEPENDENTLY CONTROLLED PER WSEC OCCUPANCY - 8, A - I - �V SECTION 1513.5. CONTROLS ARE DU TO DAWN, NTH OPTION FOR GROSS AREA 37,719 S.F. EARLIER SHUT-OFF. 6. INDOOR PARKING, STAIRWEIIS, EMERGENCY EGRESS FIXTUR ARE INTENDED FOR 24 HR. OPERATION. 02 -;35 FIRST FLOOR REFLECTED CEILING PLAN SHEET LANCE MUELLER 8 ASSOCIATES DEPARTMENT OF HOMELAND SECURITY 1ST FLOOR PRELIM 1-3 A A C H I T E C 7 G 0 A 1 N SEATTLE DISTRICT OFFICE PROPERTY OF T HE UNITED STATES checked by DRYWALL 4 -1 -- CORPORATION 12500 T U K W I L� INTERNATIONAL 6 LV D. OONERNMENT FOR OFFICIAL. USE ONLY DO � a mwoh 8 F. I NET'T 5 -1 7 - 04 — 130 LAKESIDE SEATTLE, WA 98122 2 0 6 3 25 2 5 5 3 NOT REMOW Tft NOTICE PROPERLY L.,_ Note SEATTLE WASHINGTON DESTROY DOCUMENTS WHEN NO LONGER 1-16- N0. I SSUE DATE N0. ISSUE DATE M y � _... ._ - +^— ..,. ...r.► �.•._ —".- .- .-- ..•, -.+�- -.— .._ - mow.+.+ — ....,•►.: rMFrw -a• ♦ .. �.. • +�Ir++d�1r+:. `willn.urt. -ire `aiil�i � w+.►,. 'M! _. .. —,.— fir. w•— - ti�•Iw...�.w1�r�..i• +•�w 1 c, 1 N � rJ �2 I 1 Il I o 0 I II 1 O o f I N I � 1 � I O 0 I N • IT I C7 1 AND FLOOR REFLECTEC Im Lbiwi L 4•, ;ON IROL5 PER NSEC xC SENSORS. PER WSEC SECTION ES WI TH OVERRIDE ECTION 1513 3 SHAT t 11 %,vw i MULLCU WIULMNUUV i W UtMILMAL LF. 1 WING. CONTROLS DANCY SENSOR INCLUDE DEDICATED SWITCHES AND OCC SENSORS FOR DAYLIGHT ZONES. 5. EXTERIOR LIGHTING IS INDEPENDENTLY C ONTROLLED PER W5EC SECTION 1513.5. CONTROLS ARE DUSK TO DAWN. WITH OPTION FC EARLIER SMUT —OFF. 6. INDOOR PARKING, STAIRWELLS, EMERGENCY EGRESS FIXTURES 1CC _l Tf'klr%rA «1C '%A ..R% �r _.w_. ol 2 3 4 90'-6* 8' - 0" _--__ - 30'-0* 30' - -0" ■ r » . 3'i2■ r ■ » 3'12" 3 - �,3' -5 5' -0 5 - -0 5 -0 5 -0 3 -5 3 -5 so -on 5 -0 5 -0 5 -0 b -5 . 3 -5 7' -0" » 1 -7 1 '_ 7 • i 1 7 - 1' -7" ' - 7' I � I I i o te r' CN I I I 11 71— 1 , 0 I 1 0 � o o I f � I I O O 0 0 I 0 i I I I 13 I � d I I I l 1 I i I I 1 I I \ �11 'I%- 1 0 H l ,r Q r i•7 L i I I • II I O 0 o II O O Cl O I 1 , i i I I�I ( 1 j I I � /o o M L , O O o 6A Am a U I 1 N I II I I I O o I 1 1 i N I t El V I a 0 r - -- — 0 -- - 0 I I I 0 0 0 0 0 0 0 0 0 0 0 I I I 0 0 0 0 0 0 0 ® ® o 0 0 0 0 0 O O O O O L O —O_ _ 0 0 0 0 0 O I O ` I 90' -6w ffel 11 12 2 �"O • I I fI v � y _ o � N I 7 '' 0 0 O O O ® I 1 i O 00 I 0 O O 00 i I � 1 W CC) (J t 10 0 1 ° O 0 o T O I - -- -. -"' 00 0 0 0 � i O r I , Q O 1 1 lO O O I O O O 4 I I r 4 O r 1 1 N CO O r O I I o o l 0 0 o p s I I I j 0 o col o o o I _I C i H , t I 0 0 0 0 ® n � ^ t rte _ - _ _ . ❑ - � _ . o F 15 ' - 0" 15' -0 L 3'-6 - ,._ 5' -0 5 -0 5 -0 5 -0 3 -6 15' - -0 1' -6 7' -0" I w r ■ r ■ r n r w • • - I' f �` 33 -6 _ 17' -0" 3'- 57' -0" 3' -0 12' -0" �3' -0 12' -0' 13' -0 ' 12' -0" 3' -0 27-p" 13'_p '_ r_ . 12 0 0 12 -0 _04 12 - 0 57 -0 3 12' -O 3' -6 MAY 2 6-0 75,40 301-00 63'-00 759-60 W-00 -- 72 WALL HATCH LEGEND ® FULL HEaff 2 HOJR CMU ASSEMBLY TYPE A - 3-LAMP PARABOLIC GENERAL LIGHTING NOTE: Q TYPE 0 - HID DWNLT 1. EMERGENCY EGRESS LIGHTING IS DESIGNATED BY "E" AND IS SERVED BY THE EMERGENCY GENERATOR LIFE SAFETY ATS. ALL EXIT TYPE H8 - 8FT TANDEM STRIP ILLUMINATED AND ALSO ON THE TO R 1 RATED ASSEMBLY FULL HEIGHT CNU SIGNS ARE INTERNALLY LED EMERGENCY GENERATOR LIFE SAFETY ATS. O 11CTURE TYP. - U.N.O. F - - -Q�I TYPE M4 - 4FT ST RIP 2. ALL SPACES TO HAVE LOCAL LIGHTING CONTROLS PER WSEC 2 HOUR RATED ASSEMBLY 4 HOUR CMU ASSEMBLY TYPE P - LENSED FLUOR. SECTION 1513.1. THESE ARE SWITCHES OR OCC SENSORS. TYPE X N1UM EXIT 3. ALL SPACES TO HAVE AREA CONTROLS PER WSEC SECTION 1513.2. THESE ARE LIGHTING CONTROL ZONES WI OVERRIDE SWITCHES AND OCC SENSORS. © OVERRIDE SWTCH 4. DAYLIGHT ZONES AS DEFINED IN WSEC SECTION 1513.3 SHALT. K _THIRD FLOOR � OILING P L� N OCCUPANCY SENSOR CONTROLLED INDEPENDENT OF GENERAL LIGHTING. CONTROLS M ❑ INCLUDE DEDICATED SWITCHES AND OCC SENSORS FOR DAYLIGHT ZONES. OCCLV ANCY 8 5. EXTERIOR LIGHTING IS INDEPENDENTLY CONTROLLED PER WSEC - SECTION 1513.5. CONTROLS ARE DUSK TO DAWN, WITH OPTION FOR GROSS AREA — 34,597 S.F. EARLIER SHUT —OFF. 6. INDOOR PARKING, STAIRWELLS, EMERGENCY EGRESS FIXTURES - ARE INTENDED FOR 24 HR. OPERATION. M 9 � - -► a -- +•��M -_ 4 .- ......_.. - ...�..,. +....w. �+�r.._.. ... �... .,._ ,tea . tir -. �..- .r.� - _ .. w.a. -+ .. .. .,. .•w•�s..r. - .........._...... .. -.. _..... � -.w. M. �.�.a. .s...,` ...,.r �,�.a� M 0 ' —Ow 6 7 g g 9 3'-O p 301-00 90 30 i _ 1 _ 30 0 3' -6" 3 '-0" 1 3'- 1 2'-Q ' 3 ,I p• 1 2' �,� w 1 �, 3, —Ow 12'— , I 1 TYPICAL °_VK6 ' I 6 ! 1l-6 I I I t � .. 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STRUC TURE TYP. - U.N.O. 2 HOUR RATED ASSEMBLY =944 4 HOUR CMU ASSEMBLY 4*0 ® TYPE A - 3 -LAMP PARABOLIC GENERAL LIGHTING NOTE O TYPE 0 - NO DWNLT 1. EMERGENCY EGRESS LIGHTING IS DESIGNATED BY "E" AND IS SERVED BY THE EMERGENCY GENERATOR LIFE SAFETY ATS. ALL EXIT TYPE HS - OFT TANDEM STRIP SIGNS ARE INTERNALLY LLD ILLUMINATED AND ALSO ON THE EMERGENCY GENERATOR LIFE SAFETY ATS. —�� TYPE H4 - 4FT STRIP 2. ALL SPACES TO HAVE LOCAL LIGHTING CONTROLS PER WSEC © TYPE P - LENSED FLUOR. SECTION 1513.1. THESE ARE SWITCHES OR OCC SENSORS. 3. ALL SPACES TO HAVE AREA CONTROLS PER WSEC SECTION ® TYPE X ILLUM EXIT 1513.2. THESE ARE LIGHTING CONTROL ZONES MATH OVERRIDE SWITCHES AND OCC SENSORS. L❑ O'VE'RRIDE SWITCH 4. DAYLIGHT ZONES AS DEFINED IN WSEC SECTION 1513.3 SHALL K FO URTH F LOOR REFLECTED CEILIN P LA N C ON TROLLED INDEPENDENT OF GEWRAL LIGHTING. CONTROLS M ANY ❑ OCCUP C SENSOR INCLUDE DEDICATED SNATCHES AND OCC SENSORS FOR DAYLIGHT N ; �� 71 ZONES. OCCUPANCY - B 5. EXTERIOR LIGHTING IS INDEPENDENTLY CONTROLLED PER WSEC GROSS AREA - 33,776 S.F. SECTION 1513 CONTROLS ARE DUSK TO DAWN, NTH OPTION FOR EARLIER SMUT - OFF. 6. INDOOR PARKING, STAIRWELLS, EMERGENCY EGRESS FIXTURES ARE INTENDED FOR 24 HR. OPERATION. LANCE MUELLER d ASSOCIATES + 02- 135 FOUR F LOOR REFLECTED CEILING PLAN SHEET DEPARTMENT OF HOMELAND SECURITY � � — - 2 ���� drown by 505 REVIEW 3 -4 - 04 E.M. 4 -2- I El�t A R C H I T E C T O A 1 A SEATTLE DISTRICT OFFICE ST Checked by P GRANITE A8e4 -1 -� 130 LAKESIDE SEATTLE, WA 98122 206 325 2553 CORPORATION 12500 TUKWILA INTERNATIONAL BLVD. PROPERTY U�Y DD E a O 8 .F• I R�I� - C A NOT REMOVE THIS NOTICE PROPERLY �'�...- date S EATTLE, WAS HINGTON DESTROY DOCUMENTS WHEN NO LONGER 2 -5 NEEDED N0. ISSUE DATE N0. ISSUE DATE • - ._..._...-- - -.�.. .. —... ..'..' -n- -- ."'�"' ---- -- - -'- - --- �..a :. �� ..- .:.i1r....�..a.. .`....._ - .is.::..s6., .11aaa�'.. ..x _ .: *'L .... _ #�y.. ''�.. # ".'i::'"' !!'rr+r+l. -w •�+�+«w.Ild 0 3 - —11g ,'. . ::Ili: • ff� - �.� �.. i�� ■�11l�1� �s ■ �i��iii �■■�1■ ��rll ■al ■■al 011��I�Ir■■ �� ■■1�10■■�111�1■■■�■■■�■� _. __ i`�� ■I11�■■■■� �■1��■■■■■■■■■■�1■■■■■c�llll� ■■■ �■ ■I111■�■■!�■■■■Ifl�■■�c�■fli ■� _ __ _ _ ____ ;_ _ OMM C!I =M1 m1111111 iMMAIi MIM iii 111111110 MM Ino It i -11111111 ������ li��� ■l���1l11■tl������I�CS fl��� i►i =111101 _ ■ I1�■■ f�r� ■■�a■I■■■■■"J�■■■■11�1■■1■Di� III ► ■■■I■ ■■ ■■101w■!! � . __ . ■�■■1�11■I■�1 �• �I■■� �• 1■■■s�l i ■I■■101■I1��1!■■1■■■■�I ■■�1■f11��i��■!!■■�L� NI ■i�rl■ �- ! 01 ��. �NI/ ��11�\\ III ��ll 1����11/, �� II�Cl�l7��� ■III���■!■���11���� 1 I �■■ �����■_■■ ��Il l��fl�����lll��i�t;l ■��t'�1E ■ ■ -� , , S � 11 12 4 6 — 0wo i ,w-- V -08 I I I � a m M— 1110■■! 111111C i�� ■�11l�1� �s ■ �i��iii �■■�1■ ��rll ■al ■■al 011��I�Ir■■ �� ■■1�10■■�111�1■■■�■■■�■� _. __ i`�� ■I11�■■■■� �■1��■■■■■■■■■■�1■■■■■c�llll� ■■■ �■ ■I111■�■■!�■■■■Ifl�■■�c�■fli ■� _ __ _ _ ____ ;_ _ OMM C!I =M1 m1111111 iMMAIi MIM iii 111111110 MM Ino It i -11111111 ������ li��� ■l���1l11■tl������I�CS fl��� i►i =111101 _ ■ I1�■■ f�r� ■■�a■I■■■■■"J�■■■■11�1■■1■Di� III ► ■■■I■ ■■ ■■101w■!! � . __ . ■�■■1�11■I■�1 �• �I■■� �• 1■■■s�l i ■I■■101■I1��1!■■1■■■■�I ■■�1■f11��i��■!!■■�L� NI ■i�rl■ �- ! 01 ��. �NI/ ��11�\\ III ��ll 1����11/, �� II�Cl�l7��� ■III���■!■���11���� 1 I �■■ �����■_■■ ��Il l��fl�����lll��i�t;l ■��t'�1E ■ ■ -� , , S � 11 12 4 6 — 0wo i ,w-- V -08 I I I � i\) ° O ° go 4 Li � I f \ ,STORAGE OR GE 1P1 . t O O I � I t I I ELEV 1 i - SE'RINKLER STORAGE I ELEV. _ 5 1P10 I C� Pion ELEVATOR i LOBBY r� I I Cow v _ TAIR #? .E -LEV. # 4 .# 3 El I — El — _I I I ► ► i I I I I - I I PARKING I I I P1o1 I I I ! I ► t I I � ► � I I � I PIPE C LO_ S T I I ► ____ -� + E ! I ;; - - -- - - --- - - -� -- -- -- -- - - - -- -------- -____J ° ° ELEV. I L Lhv . ,8-, , — EMARK Q f TELE. _SWITCH RM. -- - - -- - - - - - -- - - - - -- _ - - -_ -- r I - - - - - - - - - b - C� I I I 40 I jy I I i RAM" aim PIOs I o � I I pry � N�lv"1t I JUN i * i MAY l ?' *N X00 ft+% c4req /Z PARKING ONE PLA NOTE: 1. FINISH _LEVEL ALL AREA TO RECEIVE HARD TROWEL FINISH. 2. PARKING AREA, DRIVE AREAS AND LOWY TO RECEIVE SMOOTH TROWEL OCCUPANCY - S -3 FINISH AND LK;HT BROOM TEXTURE. GRM AREA - 39,379 S.F. 3. VEHICLE RAMP TO RECEIVE SMOOTH TROWEL FINISH AND HEAVY BROOA TEXTURE. LANCE MUELLER 6 ASSOCIATES DEPARTMENT 0E HOMELAND S r --� 02 -135 �P -1 REFLEC -- CEILING PLAN SHEET --- REVI � S, & B E Y \�� REGISTERED drawn E.M. 4 T _ ERI�� �� ,�►� - - ' 9 s _ 0� A A C H 1 7 E C T s>! M 1 A C O R P O R A T I O N SEATTLE DISTRICT OFFICE RROP IM OF THE UNITED STATES , TECT ; Ea MU NAS E ' l p l checked by B.F. OR BIO 4- A' IT 5- 130 LAKESIDE SEATTLE, WA 9 2 0 6 325 2 5 5 3 12 5 0 0 T U K W I LA INTERNATIONAL B �.VD . OOVERNME NT FOR OFFICML USE M Do `� CABIW-T - • SEATTLE, WASHINGTON NOT REMOVE THIS NOTICE PROPERLY DESTROY DOCUM�E�WHEN NO LONGER _ date 3 Mil N o. ISSUE DATE N0. ISSUE DATE �� � - _._ ... .___ ..._. ___.. __. - -- - " -- --+- ---- --- --- -- -._. _. ...__._._ _.. r � __ _.__ _—. — __. ._ _ .. -. ....- .... _...... - - -- d - -- -- - - .r.r_...►,.._.. ._....-- .:�+i�.i.•. +.._ ..�_...s►•i.... -_.. ...t.a...�.J....,.:,.. .c.t_ .. c.:.., iris'.. i�: a�ii ...t:a..:r ?�G�"�- �7�/"�1�'0 '�..�► t� . ' S��...�"` S .` ' a�,�r�i7�, , . ..y„r„ .'7• _ f' I I t 1 { I I I I I I i -- - -- 1 '4 - -- V C PR0 MANAGER P206� of i i c x I I i TYPE "G" TYPICAL GARAGE LEVELS ` I i I Er I ! i I O i I � I i i 1 -- - - - - - - - - - - - - - - - - - - - - , - ------- - ----------- I L-- i , I i { I ( J 1 1 � �lA f, Z 7 Zoo4 a t NOTE: P ARKING LEVEL TWO PLAN 1. ALL FIN ISH AREA TO RECENE HARD TROWEL FINISH. pia= =,• -o - - - _ 2. PARKING AREA, ORn/E AREAS AND 1088Y TO RECENE SMOOTH TROWEL OCCUPANCY - S -3 FINISH AND MIT BROOM TEXTURE. CROSS AREA - 39,379 S.F. 3. VEHICLE RAMP TO RECENE SMOOTH TROWEL FINISH AND HEAVY BROO - TEXTURE. TYPE 0 1-14" TYPICAL GARAGE LEVELS 0 I I i O O O O O O ti O El I I I I I I I 0 r I I ` I I I O O •' I \ I I 1 STJRAGE �LEV. ,ELEVATOR LOBBY P210 ELEV. 4 O I I i o TO • i - I I > f ° E ;- RAMP t G? Dil I I • i I STAIR #3 } t O O I i® PARKING P201 I I I I I I I I 1A • N l Of I O i I L-- i , I i { I ( J 1 1 � �lA f, Z 7 Zoo4 a t NOTE: P ARKING LEVEL TWO PLAN 1. ALL FIN ISH AREA TO RECENE HARD TROWEL FINISH. pia= =,• -o - - - _ 2. PARKING AREA, ORn/E AREAS AND 1088Y TO RECENE SMOOTH TROWEL OCCUPANCY - S -3 FINISH AND MIT BROOM TEXTURE. CROSS AREA - 39,379 S.F. 3. VEHICLE RAMP TO RECENE SMOOTH TROWEL FINISH AND HEAVY BROO - TEXTURE. TYPE 0 1-14" TYPICAL GARAGE LEVELS 0 I I i O O O O O O ti O El I I I I I I I 0 r I I ` I I I O O •' I \ I I 1 STJRAGE �LEV. ,ELEVATOR LOBBY P210 ELEV. 4 O I I i o TO • i - I I > f ° E ;- RAMP t G? Dil I I • i I STAIR #3 } t O O I i® PARKING P201 I I I I I I I I 1A • N l Of O .p,... --.►_. •, -�} .+`!'�.`"' ._ .1.= �.f�'!R�� '�" "" ja�t� .. "' _ - -.. ° ® I I O O .p,... --.►_. •, -�} .+`!'�.`"' ._ .1.= �.f�'!R�� '�" "" ja�t� .. "' _ - -.. ° ® I I PARKING LEVEL THREE REFLECTED CEILING PLAN 1. ALL FINISH AREA 10 RECEIVE HARD TROWEL FINISH. 2. PARKING AREA, DRIVE AREAS AND LOBBY TO RECENE SMOOTH TROWLk, OCCUPANCY - S -J GROW AREA - 39a79 S.F. FINISH AND LIGHT BROOM TEXTURE. 3. VEHICLE RAMP TO RECENT SMOOTH TROWEL FINISH AND HEAVY BROOM TEXTURE. � ` 14