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HomeMy WebLinkAboutPermit D04-249 - AMC FAMILY LLC - JACKSON DEAN - TENANT IMPROVEMENTJACKSON DEAN 3414 S 116 ST D04 -249 i J ��11LA,�j1, q City of Tukwila S teven M. Mullet, Mayor o y Department of Community Development Steve Lancaster, Director - 6300 Southcenter Boulevard, Suite #100 � = Tukwila, Washington 98188 �. Phone: 206 - 431 -3670 19908 �K Fax: 206 - 431 -3665 08 Web site: ci. tukwila. wa. its DEVELOPMENT PERMIT i Pardel No.: 1023049012 Permit Number: X04 -249 Address: 3414 S 116 ST TUKW Issue Date: 09/29/2004 Suite No: Permit Expires On: 03/28/2005 Tenant: Name: JACKSON DEAN Address: 3414 S 116 ST, TUKWILA WA Owner: Name: AMC FAMILY LLC Address: AMBROSE M CRONIN IV, 140 NW 14TH AVE Contact Person: Name: MILES JACKSON Address: 3414 S 116 ST, TUKWILA WA Contractor: Name: BARCLAY DEAN CONST SRVCS INC Address: 5150 VILLAGE PK DR SE STE 200, BELLEVUE WA Contractor License No: BARCLDCO251 Phone: Phone: 425 378 -2000 Phone: 425 378 -2031 Expiration Date: 12 /31/2004 ' DESCRIPTION OF WORK: NEW TENANT OFFICES, NEW SHOWER ROOM AND BREAK ROOM a Value of Construction: $45,000.00 Fees Collected: $1,217.88 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 i Type of Construction: VB Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N i Water Main Extension: N Private: Public: Z H w' oC 2 u� D J U. 0 CO C3 W =. Co w w 2� U.¢ Lo d H= Z F— O Z �. DD U O N O 1— w Lo ..Z W U =� O F " Z 0/ 2 �t�vV 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: cOulnvilama.us Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D04 -249 09/29/2004 03/28/2005 Permit Center Authorized Signature: ~� Date: G -D I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: z� ! ` ��� Date: 5 — 2 Z I:FI— 49 Print Name: Gl/'wz This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC- Permit D04 -249 Printed: 09 -29 -2004 Z D U 0 � D W= J �. N (L ;JO: UQ Md �w z r,- O Z t -- w 2 5: D D. O N. D F- w w LL Z U= O Z �. J v,.wu. :.- City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 1023049012 Permit Number D04 -249 +_-- z w Address: 3414 S 116 ST TUKW Status: ISSUED 5 Suite No: Applied Date: 07/14/2004 O Tenant: JACKSON DEAN Issue Date: 09/29/2004 U Cl) o CO LU J = H 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Co w O 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. U Q w 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). z = f- HO 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to w ~- start of any construction. These documents shall be maintained and made available until final inspection approval is 5 granted. v o ON 5: When special inspection is required, either the owner or the registered design professional in responsible charge, `! shall employ a special inspection agency and notify the Building Official of the appointment prior to the first v building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. U O 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections v shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special z ~ y inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection z approval. 7: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 8: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 13: All electrical work shall be'inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits doc: Conditions D04 -249 Printed: 09 -29 -2004 x j v�I.V I- City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila Z shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. Z �w 15: ** *FIRE DEPARTMENT CONDITIONS * ** t�l U 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the UO NO following concerns: N w L4 X 17: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at N LL w O one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) a 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or = d brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation Z instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross O w weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the W floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 o inches (102 mm). (IFC 906.7 and IFC 906.9) U� 0— o H- 19: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot w w be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) U_ O 20: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available iii co for use. These locations shall be along normal paths of travel, unless the fire code official determines that the v = hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) z F' j 21: ** *MEANS OF EGRESS * ** - IFC Chapter 10 22: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 23: Minimum widths of corridors shall be maintained in accordance with Chapter 10 of the International Building Code and the International Fire Code. 24: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 28: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) doc: Conditions D04 -249 Printed: 09 -29 -2004 1 :.� Cit of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 29: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 31: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: 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) 33: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 34: Maintain fire alarm system audible /visual notification. Addition/ relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 35: ** *BUILDING CONSTRUCTION * ** - IFC - IBC 36: Walls of corridors serving an occupant load of 30 or more shall be of not less than one -hour fire resistive construction and the ceilings shall not be less than that required for a one -hour fire resistive floor or roof system. (IBC 708.1(4)) (IBC 1016.1 Table 1016.1)) 37: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of International Building Code 803. 38: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 39: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D04 -249 Printed: 09 -29 -2004 Z �w Q � JU U0 CO) J = H N u. w 0 J LL D , N CI =w Z �. H- 0 zr W U C] O N 0 F— w LL o. z U= O z It!1. W x City o f Tukwl l a 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: L :Znr� l Date: 9" 2— Print Name: i �I 1 doc: Conditions D04 -249 Printed: 09 -29 -2004 z � UQ N J = rr �L w La CO d = w z� 0 z w U� 0— 0 f-. W W` H U fi- 111 Z U =, O ~, Z APR 05 '04 04 :35PM TUKW.ILA DCD /PW CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 King Co Assessor's Tax No.: / 0 Site Address: 54 ) 4 S. j f& yt 01-1 Property Owners N Mailing Address: ; Mailing Address: Day Telephone: 9� J(og- IR'g State Zip Z5 -37i� a3 City sate zip Pax Number: 42� '3 7 Z3 - 5 Company Name: IL V0Kr= f- a Mailing Address: �J I V I L � a.) 13 0 U65, I. -e-A• /� �/ City' state Zip Contact Person: T p G/ I " � I / Day Telephone: 40�5 + 3% ".2CO© E -Mail Address: LM� &[3iNR,44'! Fax Number., 4;46 - 3 9 e - 9oc Contractor Registration Number: MAR(I D C 2 P7 Expiration Date: 1 21311 , 0 4 * *An original or notarized copy of current 'Washington State Contractor License must be presented at the tune of pen issuance ** Company Name: M V (L -VAYQN Mailing Address : J U Q ) 12- Contact Person d4 f T IMf' �J997C E -Mail /address: (.ai)8te / NI LU��OyI � 2- e de/ kpplicat ==permit applicnri0n (7 -2007) .101003 Page 1 City _ StatC Zip Day Telephone: 4 /9 -40 - 15 6 _ Fax Number: .. 4-25- - _ 4 41 13 l 706 z ~ W a � a � JU UO to o co In W = H NW WO La = �W z I- 1- O z W 5 U� O� o F_ W H ll. O z W U= z 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 ** E -Mail Address: �, C4D 8ARQLAYPr:�AA . N Mailing Address: (g W6QD Z-" /4V>C . X t r 5M = ;, e�j, *5Anr! . 6VA r 676 S A � CO / City state ..- , Zip Contact Person: � PW r l ' . ---- � fir_ Day Telephone; � � d � � ��� ` ZJ5( 0 0 E-Mail Address: �� �M tU S�Lr , Coll Fax Number: APR 05 '04 04 :36PM TUKNILA DCD /PW P. 3/9 Valuation of Project (contractor's bid price) S_ Existing lduilduog valuation: S Scope of Work (please provide detailed information): 5>a P-0001 4 X94 M. I r wk ­ r-y f - 1 7 ....,- .,.- t ! Nit- c..-..n, , Will there be new rack storage? ❑ .. Yes A No If "yes ", see Handout No, for requirements, aQ tea ' ilx xlr nNn r;r �rM. rtln nhl i � .W xr,:•u., r.'rr, a „�. ll ;l '";;rat.. ., i r�l ,, °' ;;:• 'x :' n r r � } ,w Ir ;Addltionto, • � r� �i� 'a „rx, n .x,.'•..; ;� ln1 i n .� °,,,,;�I� rof;..' .Mw.Al.,x� r y : I✓r .� �fo.,,;' Ih �l ;. f1 /i{ � 1 , n 1 y':;r I t � I n ��til hil ,. r� nn n I r nil }�' •Ili l •tt I 1 " r r. Intl '�j�ew ..lint ' l d� �' . r r ' °.j✓xistirig': fr R";vm '6t1C��;' °;' t t 1S't,'r•'ucficrir"' "'; i .yn' w, ; ;,1?r�F.4'. '�+• .x'I'',l>c10ra:lr 1, • n „l rl �T— „�"w• / ob�:'_:, fir, r,l ;f �. ,l x r1 �' V lit: r A xr Il:.r x. „ :l r lwl:�n : A ccrssory, l Scxuotu��! f'.. A¢to R r , ,ft x •r.Attached:�acport„x ' lli7covered.I3eq ;, r. l .,, PLAMIMG DIVISION; Single-family building footprint (arcs of the foundation of A structures, plus any docks over 18 inches and overhangs greater than 1 inches) *For an Accessory dwelling, provide the following: N Na Lot Area (sq • t): Floor area of principal dwelling: Floor area for accessory dwelIhig: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parkin,-, Stalls Provided: Standard: 31 tom {5;riA /4) Compact: 1 0L6, 0 �77/g44 andicap 2 L i5xi1;rhg10 Will there be a change in use? ❑ .,..Yes No If "yes ", explain: FIRE PROTECTIONM4.Z,ARDOUS MATERIALS: ., Spriulders Q..Automatic Fire Alarm [:]..None ❑ . Other (specify) W 1 there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes M .. No 1 l,/ "yes ", attach list of materials and storage locations on a separate 8.112 x II paper indicating quantities and Material Safety Data Streets, 1appltcaaamAptrmit applicuUua (7 -2007) 3113 Pagel Z Z �W QQ � JU UO CO) 0 W= CD lit.. O W� �QQ U. Nd W f- _ Z }- Z O W U� ON �H WW HF- U . F- W Z U= O F ” Z .. �.• ; �:.:. - : ;° .,: Provide All.Baildin ,Atq �jg, �� =�� • EXISTING EXISTING EXISTING NEW i` :Cons 1131 cfi" • r cii" " c3 -,pet" O�IVERALL W HOUSE OF OFFICE REMODEL ,f ACc+P.5Wr •S4Y?JCtl1�P Attv�:laa ��: f. 'Dettiohil$e: ' :AMChed:Parvort.. 41•f. . .1. •Cov�re, •,D.eck:. Uhcov& Z ac w D JU UO co 0 W F=•- . u. W O' 2 �. 9 co) LL S �W . Z � !-' O W W U �. :O OH W uJ U_ — O: W Z U= O Z APR 05 '04 04:37PM TUKwi.t-A DCD /PW MECE ANICA1L CONTRACTOR INFORMATION Company Name: Mailing Address: f Contact Person: City State Zip Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): S Scope of Work (please provide detailed information): Use: Residential: New .... [J Replacement ....0 ;.II'�iiE�;I;ype'sa;;;;�� '; Commercial: New .... ❑ Replacement .... r7 Fuel e: Electric ..... ❑ Gas....❑ Other: 0 -3 HP /100,000'STU indicate type of mechanical work being installed and the quantity below: •1�nit,Tppir: ;;,; „ ��,.:,Uriif,x.}iP�;,�';�''; �';':':�,�; :,,��,;,. ;.II'�iiE�;I;ype'sa;;;;�� '; iffy` i:" . ;I�R�>K /,+�'QUipxe$�i^si`:;;i. ; Furnace <100K STU Air I•landling Unit '10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000'STU Furnace>1ooy, BTU Evnporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,0001000 BTU Suspended /WalUFioor Mounted Heatcr Ventilation System 30 -50 I•IP/1,750,000 BTU Appliance Vent Hood 50t HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator— Comm/Ind Value of Construction — In all cases, a valuo of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible rcvision 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERMY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APP1.Yi FOR TT41S PERMIT. AUU.IDING 0 17CD AGENT. t Signature: Print Name: T C A 0 Mailing Address: ' W 6V•r-- Date Application Accepted: Date Application Expires: Staff; itials: Date: - I 14 — © f Day Telephone: 6 7 06) -1-7e -- Z0 33 U_ 9 w k `6 0-4 City State \APDOCAdo"Permlt a0011CA004 (3 -1003) 3!1003 Pagc 4 FSi'b` P. 5/9 Z Z �W JU UO Cl) C0 LU W = H �LL WO �J LLQ Nd = W H Z �.. H O Z H LU W U� O- o I- WW H0 -O .• Z W U= O Z tL&A City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 RECEIPT Parcel No.: 1023049012 Permit Number: D04-249 Address: 3414 S 116 ST TUKW Status: ISSUED Suite No: Applied Date: 07/14/2004 Applicant: JACKSON DEAN Issue Date: 09/29/2004 Receipt No.: R04-01554 Payment Amount: 58.00 Initials: SKS Payment Date: 11/1 8/2004 09:36 AM User ID: 1165 Balance: $0.00 Payee: DENNIS MCLAUGHLIN ti TRANSACTION LIST: Type Method Description Amount ---------- -------- --------------------------- ------------ Payment Cash 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------------- ------ - - - - -- PLAN CHECK NONRES 000/345.830 58.00 Total: 58.00 doc: Receipt Printed: 11-18-2004 z Z �U W. 0: to W W LL Uj Oi 7- � 9:3 LL < cr) CY W. z z 0 �- LU L U 5 0 LLI iui 3: LL z cr), 0 z I 1 6f City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT a i Parcel No.: 1023049012 Permit Number D04 -249 Address: 3414 S 116 ST TUKW Status: PENDING Suite No: Applied Date: 07/14/2004 Applicant: 3ACKSON DEAN Issue Date: Receipt No.: R04 -00878 Payment Amount: 1 Initials: SKS Payment Date: 07/14/2004 03:23 PM User ID: 1165 Balance: $0.00 Payee: BARCLAY DEAN CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 55754 1,217.88 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 735.38 PLAN CHECK - NONRES 000/345.830 478.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 1,217.88 07J14 9716 TOTAL 12J.7. 88 doc: Receipt Printed: 07 -14 -2004 Z Q Z �W Q om. W U 00 N o w� N LL W O 9a = W F- O Z F-- W 5. U O �. o ff :W w H U-0 . .. Z. W H =. 0~ Z 71 INSPECTION RECORD Retain a copy with permit INSPECTION NO. ;E I CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Prod t: xtf ksa I Type o lnspytio Addregg 3v 4 — Date Called: 71 Sp�cial Instructions: " 1/1 Aa4e,0- 7 iq?' Date Wanted: h tdo Requester: PtIone No- o -5 14� 70C proved per applicable codes. E] Corrections required prior to approval 6 �I Z 00 U) 0 U) W W LL WO 2 � 9 Ei LL U) W 0 W �__ W U J 0 O II.- W UJI LL z W 0 Z I : _ - . . INSPECTION RECORD Retain a copy with permit INSPECTION NO. P ERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Prolect: Type of Inspection: Address: 1 3 4-/ .5 -)-- • Date Called: //- Special Instructions: — Date Wanted: a M. ' //° p.m. Requester: :12.0 Phone No: /-/ 2 5 — 7(�4- Approved per applicable codes. Corrections required prior to approval COMMENTS: A/ Date: Ae� F�E REQUIRE must r .Prior to In spection, fee mu be � REINSPECTION i� at 6300 Southcenter lvd., Suit Call to schedule reinspection. l Receipt No.: Date: 11 Z Z W C.) 00 Cl) C3 CO) W W:r -J H C0 U- W 0 , LL Cj) Z CY I.- W I 0 W �- W W 5 C0 0 a W LL —0 z CO) O F-, Z .� INSPECTION RECORD Retain a copy with permit INSPECTION NO. P I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project Type of Inspecti Address: Date Called: Special Instructions: Date Wanted: a. m. //� // - -- m. Requester: Phone No: _ /mss 766 -02 f.r Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTIOP(FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i z W QQ � JU UO W � �o �a co = H O zR �5 U� O F- UJ =U LL O: z U N. 1= _ O z INSPECTION RECORD C � a Retain a co INSPECTION N0, pY with permit pER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec� Type of Inspection: Address: s. ���s -�- Date Called: /�- Special Instructions: Date Wanted: a.m. 0 p.m. Requester: Phone No: per applicable codes. F1 Corrections required prior to approval ISM4 r: uate: r ,,, �� / q 47.00 REINSPE ION FEE REQUI ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: Z W W� -j (L) UO w= VLL W ��0. J u_ CO) CY �W zP Z� W LLI U� o I- =W LL O lil z UN I•= � O Z INSPECTION RECORD D04--24 4� 0 Retain a copy with permit INSPECTION NO. PERM) �N CITY OF TUKWILA BUILDING DIVISION '20 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 431-3670 Project: . _.. e %ja(-K5oY) Dean Type of Inspection: Final Address S 11 64h St Date Called: Special Instructions: Date Wanted: p .m . Requester: Phone No: F� Approved per applicable codes % Corrections required prior to approval. LdQkk - COMMENTS: 7 ±121,4W A/,O -.Zltl I h-IAII e ,3 InCnae or: Date: 7.00 REINSPECTION FEE RE(JUIRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: I Date: 1 1 Z Z� U. W C.)0 C') 0 0) LU LU 3: J �- S2 LL W O L CO) D F. LU 16- 0, W �- W LIJ 2 5 D a 0 Cl) o- n �. W W X O tii Z C.) C0 O T F- Z I � INSPECTION RECORD Retain a copy with permit boil INSPECTION NO. PERM N CITY OF TUKWILA BUILDING DIVISION a:tnn Cnuthrontar Rlvrl Ai nn Tnitwilm WA QfZI RR r7nA1a:t 1 _ :tA7n Projf>tet� ��� � A� Type of Inspection r--� �-- Address: L I �t S • 11 l� Date Called: 1 I -- -- d / Special Instructions: Date Wanted: ^-� a.m. p.m. Requester: Phone No: Approved per applicable codes. ofrections required prior to approval. COMMENTS: :.i A) _ =+ or: Date: °? $ REINSPECTION FE REQUIRED. for to inspection, fee must be p l at B 6300 Southcenter pli�at vd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z JU UO O W= Tw w �. 9� LL Q N �. = �W z Zo LLl W U0 ON 0 I-- w W H� tfJ Z U= O z INSPECTION RECORD t Retain a copy with permit INSPECTICWNO. PERNK N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -367( Proje Type of Address: 3 01 Ll C'b . Date Called: 1 - Special Instructions: Date Wanted: a.m. p.m. Requester: U Phone No: Fl Approved per applicable codes. FI Corrections required prior to approval. i Z H ~ W f � JU UO N W= N LL . WO LL j (� C, ? H z� W U� N C3 I•- WW H L). LO 11 Z 1 U= O Z Y INSPECTION RECORD �oL�19 Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pro' t: Type of IT ction: - A 41 1 VQ Address: - 3q)L4 ':3', 1 Ito Date Called: 6V Special Instructions: Date Wanted: a.m. I 1 _ / __ 7 _ d)/ p.m. Requester* Phone No: n -Approved per applicable codes. Corrections required prior to approval. ICOMMENTS: jA A I tQ .4(:5p Inspe r: UcKle 00 REINSPECTION F E REQUIRIEd. Prior to inspection, fee must be id 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Aeeeipt No.: Date: z Z W 0 0 0 to a CO) 11.1 W J Lh LL U j O. U. CO W 0 z I-- W LLJ O Co. O F-- W W X 0. z V) O z INSPECTION RECORD S Retain a copy with permit � INSPECTION NO. PE IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj� V-4dy� Type of Inspection: •e I I A �� re s: � , ICS Date Called: 11- I - Special Instructions: Date Wanted: a.m. 11- gA/ p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. c ! Ifl��lCll vaw. Oj 47. REINSPECTION FEE REQ IRED. Pri r to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Re el No.: Date: Z �Z W W QQ� JU UO 0 W III C0 LL WO L? N = W ? F- Zo LLI W U� 0 H WW H� LL O .. Z W U =' O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION ✓l. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431' =3670 Proj ct: Type of Inspection: k� k. DYi A Fs �.,� Date Calle , Specia Instructions: Date Wanted: nn a.m. V Requester: J a�c The No* Approved per applicable codes. F1 Corrections required prior to approval. ;_.. Inspecto . K Date: ❑ $47.60 REINSPEcriON FEE REQUIRED. Prior to inspection, fee must be 7, paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: (Date: I Z �Z '~ W W� UO w= J N LL WO LL ?. to d F=— _ Z Ir-. ZO �j U� O � 0 1--. WW W Z' UN O Z :INSPECTION RECORD Re a copy with permit INSPECTICKNO PERMI 0 CIT OF TUKWILA BUILDING DIVISION 6300:S6uthcenter. Blvd., #100, Tukwila, WA 98188 06)431 -3670 v VAMI Address: Date Called: 0 4 � '5-1+ ;S' 0 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Receipt No.: Date: Z I I 00 CO) 0 w W CO LL 0. LL (J) CY z 3: I- I — O W 1-- W W N . 0— W: 5 0 CLi z C.) C0 O 01-- Z Proje Type of In ection: rr� Aa �..C� A es s: Date Called: ` oe ... I /Wo c/ Ins ructions: Date Wanted I I q a.m. L Requester: P eN -0 I OWN 1 k Z J-Z W UO (D o CO) W } J LLQ ( j):3 = W H = Z I 1= 0 W 2p U ON o F_ WW HU LO .Z W U= O~ Z r:.in - . _.. _. .... .. .. .. .. .. _._. �, y ... �. „.+ r^""� �t +��ft`+,0.�r�a.- a ✓''v�i+z(Yai�� . _... . _ .. _ /, . .. , I { INSPECTION RECORD GIs , Retain a copy with permit INSPECTION NO. PER I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project;, Type of Inspection Ae4 /Y rr A ress: -? r , 116 .--- Date //- '?, - az Special Instructions: Date Wanted: a.m. // — z — p.m. Requester: P ZJ��� — ��7� Approved per applicable codes. El Corrections required prior to approval. Spector: / : ;, Date: 4 7 �. � REINSPECTION F REQUIRED. Pr' r to inspection, fee must be p at 6300 Southcenter Ivd., Suite 1,P Call to schedule reinspection. Receipt No.: Date: Z f W UQ W C0 LL WO U - N �. W Z� �O W iL W U� O - o�- W W F� LL O .• Z W CO) O Z Project: T Q� e�tion: �f -6 Address: 3 Date Called: Special Instructions: Date Wanted: 4 m Requester: 6 Phone No: ' COMMENTS: .1 •J,v iCl i _ /8 9 6 0 - - 'v is -- 2 �Z W �QQ � JU U NO J = H N LL WO U - N� = d. �W Z H 1--o W H W U� ON Q I--. WW H 0. U- O Cd Z N z INSPECTION RECORD t`�D q Retain a copy with permit 1� INSPECTION NO. P ERMI 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr*ct: Type 0 c t , Adel Z T/ 4 1 56 Date Called: oLf Special Instructions: Date wanted: M. P. 1� Requester: Cod Phon Rc),,) z LU JU L) 0 N C0 LU CO) LL LLI O. 2 � 9-1 U. CY W Z F_ 0 z � W UJ L) N . 0— 0 H W W H L ) LL z fLi CO) 0 0 Z L�Approved per applicable codes. FiCorrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPEqION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PraoJect: Type of Inspection: Address: 3 V/ Z / Date Called: 10 — ;z 8 Special Instructions: Date Wanted: a.m. /6 p.m. Requester: Phone No: Approved per applicable codes. FICorrections required prior to approval 11 z 11-� Z W L6 5 _3 C.) 00 Cl) 0 CO) LLI W 3: J �.- CO) LL 0 L CY LLI z fr 0 z II— W LLI 5 co W Uj X Z Cd 0 z INSPECTION RECORD `' } r� r� Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje � )e jo Type of I " ction: (Z' v0e2 Address: � Date Called: � / S Spec I Ins rut ions: Date Wanted: Requester: T T n s II ^^ l.� -I ' Fl Approved per applicable codes. F1 Corrections required prior to approval. teceipt No.: Date: Z iH `~ W JU UO CO Q C0 UJI J ~ CO LL W LL a to CY W Z F- H O Z F- W 0 H W U- O Z U= O Z '—' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . . . . . . . . . . INSPECTION RECORD Retain a copy with p 4 ermit _e INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - 7 1 UP 10 Pr6j) Lon Dtx/yx_, Ty R e of I spe Iv Address: Date Called: O Special AnAl U%-LIUI IZI. Date Wanted: ) 0 o mfi- Requester: � -A 0 Phpne No- Fl Approved per applicable codes. FICorrections required prior to approval. Receipt No.: Date: Z N N W 00, (/)a w W CO) LL W O U. CO C% UJ z W W 5' O N F_ W 3: LL F- 0� Z Cd O ~ Z LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. C7 ,0 INSPECTION RECORD Retain a copy with permit m� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bl4., #100, Tukwila, WA 98188 (206)431 -3670 P 'ect: Type of InspWio • 7 • , ( � Til Date Called: b pe Date Wanted: L /0 4 p.m Requester: Phone No: i a Approved per applicable codes. []Corrections required prior to approval. to schedule reinspection. Z Z `~ W JU U Cj) co UJI J = �LL WO J LL 4 Cl) = W Z F- O Z t_- W W U � ON � E- WW H Z.). LO W Z U= O Z INSPECTION RECORD Retain a cop y with permitFi"' '�1-2 l 9 INSPEGUM NO. ' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 roved per applicable codes. Corrections required prior to approval. ENTS: -r- Inspector: Date $47 INSPECTION r SQU IRED Prior to inspection fee must z Lj be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Z I �-: -�— Z 00 CO 0 C0 W WX J �- S2 U. 1 , 1 0 U. Cf) CY W Z H 0 W �- Ul LIJ 5 C) Cf)' 0 C3 H W Uj H L) Z LU to U — O ~ x z Type of spection �ddress: 3�(lz S. Date Called: le 2 Special Instructions: C Date Wanted /0 — � ' r —0 Requeste Prn;� j.Jo: roved per applicable codes. Corrections required prior to approval. ENTS: -r- Inspector: Date $47 INSPECTION r SQU IRED Prior to inspection fee must z Lj be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Z I �-: -�— Z 00 CO 0 C0 W WX J �- S2 U. 1 , 1 0 U. Cf) CY W Z H 0 W �- Ul LIJ 5 C) Cf)' 0 C3 H W Uj H L) Z LU to U — O ~ x z r INSPECTION RECORD a Retain a copy with permit INSPECTION NO. PERM[ y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206A 1 -3670 Proje Type of )I spect'o _ Ad ;�(4 Date alled: f�d 14 S4 JE) Speciar In tru do Date Wanted: n la.m. Requ r: D Gl Ph o No: , n Approved per applicable codes. Corrections required prior to approval. COMMENTS: ii aka spe for Date: .00 REINSPECTION FE REQUIRED. Pr i to inspection, fee must be ': i d at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. I Re P C V t No.: Date: Z �Z W QQ � JU UQ Co J S2 LL WO 9 - LLj N� = W H ? I- H O Z F— W U� O N. o I•- W W LL H t!! Z U= O Z i I 1 i INSPECTION RECORD Retain a copy with permit -� l INSPE ON N0. I PE MIT 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 oje t: S� r Type of Insp"tio �, re 1 r -/ Date Called: peci I Instructions: Date Wanted: a.m. r� em, Requester: a LAze wo prr4�� -7( Co q_5__ E] Approved per applicable codes. Corrections required prior to approval. y W.W ON ffor• � Date: V' $47. ` INSPECTIO EE REQUIRED. Prjor to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i 5 95 Z W 3 UO Co O to W J H N LL WO 97i U. Q N� = �W Z F- H O W W. U� N. WW W Z Lif U= O Z INSPECTION RECORD µ Retain a copy with permit a INSPECTION NO. P N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 L Projec ❑Approved per applicable codes. Corrections required prior to approval. •: i j h tor: Date: 7.00 REINSPECTION E REQUIR .Prior to inspection, fee must be 1 aid at 6300 Sou thcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: " I /(� Type of pection: �. pCY� -�f✓ Address: Date Called: SPA ci I Sp ci I Date Wanted: 'Request COMMENTS: Instructions: hrru� �6Ffa/ �,t✓s � f��. Pho a No: o� COMMENTS: Oil- Tv �,��� � �vF,e Q-1 A� pis hrru� �6Ffa/ �,t✓s � f��. n Z �Z w: JU UO CO) = N lL. W0 cf) a = W H Z f.. H O Z H W W U� O N O H =U iS Z l N Z a==� INSPECTION RECORD 'Retain a copy with permit INSPECTION N0. PER N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)431 -3670 COMMENTS: _n I L& 7 Ly/�/ G1�'` /`97/• ?� ` / /.> S.�l . Cam' 7.-�� rtn/ �i3 f � /'77�5 17,- P y _ /D-r I�N /ice i eA p � /mil � Z! '! �' !' / tJ`Y •�c� — ,�'tt7• h� Approved per applicable codes. Corrections required prior to approval. Proje t: Type o Inspecti n: A re j � f � Z pate Called: /Z1 I Special Instructions: Date W nted: a.m. —� P.M. Requester Pho e N // t •t r t IF 1 c or: Date: $47.00 REINSPE ION FEE RE IRED. Prior to inspection, fee must be ' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 7 ,;.,} YM; +�,!.,�.; �t �r�.m::7: i ay.,.�„m.�•,�!a,6.y..a ,«: i� ...0 - a�;:�i >t..'t... Z QQ S Z W WV UO N J C0 LL WO 9 -1 u_ ?. to a = W Z F.. Wo �O U ON 0 H WW LL. O. W Z U= ~ O Z o; 101 "4.,.,'..i�, ..�. .��a�,�:f.�. :' ;'f�T ., "'.�......•...'�'..T•rtf 7. soh,..•.^`• ZT rTT " .I z }"�'} j' LSF"4 trrl i� ^ •'i ^ '., �.�.....— ,' —:'"� .'.,". °;r ^— �._..,,. —. iJ 1908 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r' Approved without correction notice Approved with correction notice issued Sprinklers: _ Fire Alarm: _ Hood & Duct: _ Halon: _ Monitor: _ Pre -Fire: _ Permits: Authorized Signature FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax. 206 - 575.4439 z Z �W �U 0 (n o J = H CQ U_ WO LLQ N:D = W Z H F_ O z F_ LLJ5 U� CO �H WW H !LO W z U= O~ z 11/17/04 17:42 FAX 206 522 6698 ENW INC 2002 ENW --- EN(*Y'INEYRS NOR 1'I- IWLST, INC.,, P.S, STRUCTU FNGINF.FRI, - 6869 WOODI AWN AVE. N. F., SEATTLE WA 98115 (206) -';25-7.960 rAX (206) .522-669R November 17, 2004 JACKSON DEAN CONSTRUCTION 3414 S. 116"' Street Seattle, WA 98168 ATTN: Tom RE: Jackson Dean TI Tom, I have reviewed the welding on the new column and beam brackets and find it to be acceptable. Please cell N you have any questions. Sincerely, RR:lr ENW PtoIW No. 04000040 i RECEIVED 18 2004 DEPARTME NT Z Z � U O � o CO ti.. w O, U- Q Uj = d r 'Z �.. �- p. Z U l w =y U� .O N; o� W w ui N, U o Z I ENW ENGINEER s NORTHWE INC., P.S. _ STRUCTURAL ENGINEERS — 6869 WooDLAwN Ave. N, E., SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522 --6698 r 9 o P F D 4 *44 pF �QO¢ 9M � TC F� �9 Jackson Dean TI Tukwila, W REVIEWED FOR CODE COMPLIANCE A DOP 070 SEP 2 8 2004 L City Of Tukwila BUILDING DIVISION XPIR�S A /2L!04 STRUCTURAL CALCULATIONS z I '— W W W I 00 co) W. J � N LL. W O: La = cy �W z �.. F- 0 W U� a�- W W ui N Z a ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS \ 6869 WOODLAwN AvE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 PROJECT # PROJECT ) 6- L L SO Lt- DATE SUBJECT SHEET ^ OF BY C. i . S1�IYyrP l(o AL. Zn4olt 2utasNDSNZdoG ZKr��uJo.G� 4.K 0- H � ;F:g V /- (- _ ? 0 e- _ /s e e-'&k 0 Z Z W aa � JU UO O W = T LL WO 9� LL Q N � = W Z I- O Z H W W U� co � h- W H� LL O ui Z: U =. O Z t ENW ENGINEERS NORTHWEST INC. � � P.S. ^' STRUCTURAL ENGINEERS 6869 WOODLAwN AVE. N. E., #205 SEATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 PROJECT # PROJECT DATE 7 G d SUBJECT SHEET OF By i 'a ,Y i '7 d k Z Z, W; QQ �, W D' JU U Ow 0 0 J =I H co V„ W p 5 u. D cr. �W Z M Z F-- W U J U p tn , 0 f... W UJ u. F- Z UN F- H O `Z ' ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAwN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525✓7560 FAX (206) 5226698 PROJECT # PROJECT DATE *2 -.2 -0 SUBJECT SHEET OF By ON pc ti wu a G.[ �`•co���,72.X 7c5 � / �s AL z LL a - 7 fY L Z- uk C.)& moo co uj� W 3:. J 0 uj u- co a, z W uj � cf). 0— uj 0 . Z uj co) C.) O Z ;4 -i 'Engineers NW 6869 Woodlawn Ave NE Seattle, WA 98115 User: KW- 0601566, Ver 5.6.1, 25- 00-2002 (c)198 3-2002 ENERCALC Engineering Software Description Mezz beam Title : Dsgnr: Description Scope : Timber Beam & Joist Job # Date: 4:01 PM, 2 JUL 04 Page 1 dean. ecw;Calculations Timber Member Information i fit AV M Y Calculations are designed to 1997 NDS and 1997 UBC Requirements 4 ( 4 K JA Timber Section #/ft 6.126x21.0 6.126x27.0 Beam Width In 5.125 5,125 Beam Depth In 21.000 27.000 Le: Unbraced Length ft 0.00 0.00 Timber Grade 0.024 - ) ouglas Fir, 24F - V )ouglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 2,400.0 Fv - Basic Allow psi 190.0 190.0 Elastic Modulus ksi 1,800.0 1,800.0 Load Duration Factor 5.952 1 1.000 1.000 Member Type Glul-am Glul-am Repetitive Status No No Center Span Data Span ft 12.00 28.00 Dead Load #/ft 1,275.00 255.00 Live Load #/ft 867.00 Dead Load #/ft 375.00 120.00 Live Load #/ft 408.00 Start ft 15.000 End ft 2.000 Cantilever Span Span ft 1.00 ` Uniform Dead Load #/ft 1,275.00 Uniform Live Load #/ft 375.00 Point #1 DL Ibs 4,000.00 LL Ibs 13,800.00 0 X ftl 0.750 Results Ratio = 0.6037 0.9854 Mmax @, Center in -k 334.91 1,319.47 @ X= ft 5.81 14.00 Mmax @ Cantilever in -k - 170.10 0.00 fb : Actual psi 889.1 2,119.0 Fb : Allowable psi 2,400.0 2,150.3 Bending OK Bending OK fv : Actual psi 114.7 143.0 Fv : Allowable psi 190.0 190.0 Shear OK Shear OK Reactions Left End DL Ibs 9,596.87 3,570.00 LL Ibs - 878.12 12138.00 Max. DL +LL Ibs 8,718.75 15707.99 @ Right End DL lbs 15478.12 3,570.00 LL Ibs 15053.12 12138.00 Max. DL +LL Ibs 30531.25 15707.99 Deflections Ratio OK Deflection OK z z IY LIJ U N NW J� CO W W O: 9� U. CO) = W F- _ z 1 - - 0 Z H W �0 O - 0 f- W W u. O .. Z W U= O f z Center DL Defl i in - -0.100 - -0.233 L /Deft Ratio 1 1,437.2 1 1,441.7 Center LL Defl i in 0 0.024 - -0.792 t L L/Defl Ratio 6 6,094.9 4 424.0 Center Total Defl i in - -0.100 - -1.025 s L Location f ft 5 5.952 1 14.000 M L L /Dell Ratio 1 1,437.2 3 327.7 4, I� z z IY LIJ U N NW J� CO W W O: 9� U. CO) = W F- _ z 1 - - 0 Z H W �0 O - 0 f- W W u. O .. Z W U= O f z z z IY LIJ U N NW J� CO W W O: 9� U. CO) = W F- _ z 1 - - 0 Z H W �0 O - 0 f- W W u. O .. Z W U= O f z ■ Title : Dsgnr: Description Scope: Timber Beam & Joist Job # Date: 4:01 PM, 2 JUL 04 Page 2 dean. em:Calculatlons Z i� Z l W: _3 U U O'• C l) N W; W = CO) U.; W O'. 5 CO �W I O' Z i O =U 0. 111 Z U N; O~ Z 'Engineers NW 6669 Woodlawn Ave NE Seattle, WA 96115 fl�± f � Rev. 560100 K1N- 0601566, Vet 5.6.1, 25.00-2002 (c)1863 2002 ENERCALC Engineering Software s Description Mezz beam �Ea v i Cantilever DL Defl in 0.025 i' Cantilever LL Defl in -0.011 b; Total Cant. DO in 0.014 L /Dell Ratio 1,716.5 ■ Title : Dsgnr: Description Scope: Timber Beam & Joist Job # Date: 4:01 PM, 2 JUL 04 Page 2 dean. em:Calculatlons Z i� Z l W: _3 U U O'• C l) N W; W = CO) U.; W O'. 5 CO �W I O' Z i O =U 0. 111 Z U N; O~ Z 'Engineers NW 6869 Woodlawn Ave NE Seattle, WA 98115 Title : Dsgnr: Description Job # Date: 4:40PM, 2 JUL 04 Scope : User: KW0601566, Ver 5.6.1, 25-Oct-2002 (c)1883.2002 ENERCALC Engineering Software Description New mezz col Steel Column Page 1 dean. em:Calculatlons General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Nf Steel Section HSS6X4X1 /4 i ,t �4 Fy J.AJf W .• .r 4V 46.00 ksf X -X Sidesway : Restrained 16.37 ksi Duration Factor 1.000 Y -Y Sidesway : Restrained Column Height 12.000 ft Elastic Modulus 29,000.00 ksi Fb:xx : Allow IN -6) 27.60 ksi End Fixity Pln -Pin X -X Unbraced 12.000 ft Kxx 1.000 Live & Short Tenn Loads Combined Y -Y Unbraced 12.000 ft Kyy 1.000 Loads 4.39 ksi 4.39 ksi F'ey : DL +LL 18,590 psi Axial Load... 0.60 Cb:y DL +LL 1.00 F'ex : DL +LL +ST Dead Load 15.50 k Cm:x DL +LL +ST Ecc. for X -X Axis Moments 1.000 in 1.00 Live Load 15.10 k 18,590 psi Ecc. for Y -Y Axis Moments 1.000 in Cb:y DL +LL +ST Short Term Load k Max X -X Axis Deflection -0.067 in at 6.960 ft Max Y -Y Axis Deflection Summary Column Design OK Section: HSS6X4X1 /4, Height = 12.00ft, Axial Loads: DL = 15.50, LL = 15.10, ST = 0.00k, Ecc. = 1.000in Unbraced Lengths: X -X = 12.00ft, Y -Y = 12.00ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula H1 -1 0.3494 0.3398 0.7488 0.7488 AISC Formula H1 - 2 0.3124 0.3043 0.6167 0.6167 AISC Formula H1 - 3 XX Axis: Fa Calc'd per Eq. E2 -9, K *Llr < Cc YY Axis : Fa calc'd ner Ea. E2 -1. K *Ur < Cc Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa: Allowable 16.37 ksi 16.37 ksi 16.37 ksi 16.37 ks) fa : Actual 3.60 ksl 3.51 ksi 7.12 ksi 7.12 ksi Fb:xx : Allow IN -6) 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksi Fb:xx : Allow [F1 -71 & [F1 -81 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksi fb : xx Actual 2.22 ksi 2.17 ksi 4.39 ksi 4.39 ksi Fb:yy : Allow [F1-6) HSS6X4X114 27.60 ksi 27.60 ksi 27.60 ksi 27.60 ksl Fb:yy : Allow [F1 -71 & [F1 -81 20.90 in4 27.60 ksi 27.60 ksi 4.000 in Area 27.60 ksi 27.60 ksl fb : yy Actual 0.250 In Rt 2.79 ksi 2.72 ksi 6,967 in3 5.51 ksi 5.51 ksi Analysis Values 5.550 in3 r -xx 2.205 in F'ex : DL +LL 35,003 psi Cm:x DL +LL 0.60 Cb:x DL +LL 1.00 F'ey : DL +LL 18,590 psi Cm:y DL +LL 0.60 Cb:y DL +LL 1.00 F'ex : DL +LL +ST 35,003 psi Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST 1.00 F'ey : DL +LL +ST 18,590 psi Cm:y DL +LL +ST 0.60 Cb:y DL +LL +ST 1.00 Max X -X Axis Deflection -0.067 in at 6.960 ft Max Y -Y Axis Deflection -0.126 in at 6.960 it Section Properties HSS6X4X114 Depth 6.00 in Weight 14.61 #/ft t -xx 20.90 in4 Width 4.000 in Area 4.30 in2 I -yy 11.10 in4 Web Thick 0.250 In Rt 0.000 in S -xx 6,967 in3 Flange Thickness 0.250 in S -yy 5.550 in3 r -xx 2.205 in r -yy 1.607 in z Q iS Z` �W UO rn o W= N LL WO L L CO = 0 F W Z= H Z0 W tJ . D H CO WW L) LL 0 Z W CO O Z 'Engineers NW 6869 Woodlawn Ave NE Seattle, WA 98116 Title : Job # Dsgnr: Date: 4:39PM, 2 JUL 04 Description Scope: jUser: 560100 }n"-o6D156 6.uBr5.6.1.25Oct-20o2 Steel Column Page 1 Fb:yy : Allow [F1-61 83 -2002 ENERCALC Engineering Software Oec551jackson dean.emcalculations . 8F3gS�$" 4lbi0pt. S���NitiCL?. 1' dA. F7r. R7RFi� .'�4Yis£Ji411}GS'k*+�"�FL. Dk^ : I1F? �t` FATZ"' R37. C12XR�GT .r..f'�f�'tl�"4..'9dR.fiSR1�2 #IR` . C7tiII+"L�IP2Xt3T/A 36.71 ksi Description Reinforced column north end Fb:yy : Allow IN 7] & [F1 -8) 27.60 ksi 27.60 ksi z 36.71 ksi fb : yy Actual General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements , W Steel Section tSS3- 112X3- 1/2X3/16 Fy 1 ♦'. ni .. Al.:d a tir+ W R .. 'MA 1.1.iL' 46.00 ksi X -X Sidesway : Restrained 0.00 ksi Duration Factor 1.330 Y -Y Sidesway : Restrained 00 Column Height 12.000 ft Elastic Modulus 29,000.00 ksi to O End Fixity Pin -Pin X -X Unbraced 12.000 ft Kxx 1.000 LLI J Live & Short Term Loads Combined Y -Y Unbraced 12.000 ft Kyy 1.000 H Cb:x DL +LL �~ v CO U Loads 13,021 psi W O Axial Load... Cb:y DL +LL 1.00 Dead Load 3.60 k Ecc. for X -X Axis Moments 1.000 in J Live Load 12.10 k Ecc, for Y -Y Axis Moments 0.000 in N :3 Short Term Load k = d 17,317 psi Cm:y DL +LL +ST LLI Summary Column Design OK ? Section: HSS3- 1/2X3- 1/2X3/16, Height = 12.00ft, Axial Loads: DL = 3.60, LL = 12.10, ST = 0.00k, Ecc. = 1.000in Z 0 Unbraced Lengths: X -X = 12.00ft, Y -Y = 12.00ft 0.000 ft W W Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) U AISC Formula H1 -1 0.6115 0.8609 0.5934 N AISC Formula H1 - 2 0.3852 0.4997 0.3757 00 AISC Formula H1 - 3 0.1805 I - xx UJ W Width U Area 2.24 in2 I -yy XX Axis: Fa calc'd i7er Ea. E2 -1, K*Llr < Cc O YY Axis: Fa calr.'d e► C . E2••1 K "tlr < Cc Rt 0.000 in il.I z N Stresses 2.314 in3 v . Flange Thickness E r i- _ . I- Allowable & Actual Stresses Dead Live DL + LL DL + Short O Fa: Allowable 12.94 ksi 12.94 ksi 12.94 ksi 17.22 ksi z fa : Actual 1.61 ksi 5.40 ksi 7.01 ksi 7.01 ksi r -xx Fb:xx : Allow [F1-61 27.60 ksi 27.60 ksi 27.60 ksi 36.71 ksi Fb:xx : Allow (F1 -71 & [171-81 27.60 ksi 27.60 ksi 27.60 ksi 36.71 ksi fb : xx Actual 1.56 ksi 5.23 ksi 6.78 ksi 6.78 ksi 0 Fb:yy : Allow [F1-61 27.60 ksi 27.60 ksl 27.60 ksl 36.71 ksi Fb:yy : Allow IN 7] & [F1 -8) 27.60 ksi 27.60 ksi 27.60 ksi 36.71 ksi fb : yy Actual 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi Analysis Values F'ex : DL +LL 13,021 psi Cm:x DL +LL 0.60 Cb:x DL +LL 1.00 F'ey : DL +LL 13,021 psi Cm:y DL +LL 0.60 Cb:y DL +LL 1.00 j F'ex : DL +LL +ST 17,317 psi Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST 1.00 F'ey : DL +LL +ST 17,317 psi Cm:y DL +LL +ST 0.60 Cb:y DL +LL +ST 1.00 Max X -X Axis Deflection -0.178 in at 6.960 ft Max Y -Y Axis Deflection 0.000 In at 0.000 ft Section Properties HSS3- 112X3- 112X3/16 Depth 3.50 in Weight 7.61 #/ft I - xx 4.05 in4 Width 3.500 in Area 2.24 in2 I -yy 4.05 in4 Web Thick 0.188 in Rt 0.000 in S -xx 2.314 in3 Flange Thickness 0.188 in S -yy 2.3141n3 r -xx 1.345 In r -yy 1.345 in 0 �.r EN W E NG I NEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS �t 6869 WOODLAwN AVE. N. E., #205 SEATTLE WA 98115 (206) 5257560 F AX (206) 522.6698 PROJECT # PROJECT �d� -�5 •� �-�4 `- DATE 2 %0 'd °n SUBJECT SHEET OF BY J� 4 _ ty 3 >e K /� 1 3 �� �- �•s � 3 � Z.2•S p� 3 � •f �y�2�.: � 5 1 � � , z cr.w 6 _3 C.) U UO co) = J co U. w O J' _. z� 1- o z w �— 2 a D O � o � w W. LL 111 z U N. O z EN W EN GINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 W OODLAwN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 s PROJECT # PROJECT ,� a c- �Sblt V-�F-t DATE • o ` SUBJECT 1vl -t e- SHEET OF Z Z` �QQ w W� Ju 7 cj) 93 w= J Ca w w o 9- LL D' = cl �w z z o: U� `0 F— :w LLJ LL Z w U co. O Z BY . ;a .. t it c i3 cvw�� , !r e&o) '_'J? �a i e, s:e ej YN 4 1 ) 7- Z Z` �QQ w W� Ju 7 cj) 93 w= J Ca w w o 9- LL D' = cl �w z z o: U� `0 F— :w LLJ LL Z w U co. O Z Engineers NW Title Job # 6869 Woodlawn Ave NE Dsgnr: Date: 10:08AM, 6 JUL 04 Description Seattle, WA 98115 Scope: Rev: 560100 User: KW Ver 5.6.1, 25.00-2002 General Timber Beam Page 1 (c)1 983 -2002 ENERCALC Engineering Software Oec5gackson dean.em:Calculations ASRWfX3G16'C7Q dS4' �i3R' S'.. J7G". Ffl 41S: WS�i1F"++ i1L' �ASn��'^ �bLiAfb' inA^F�.P.2'iFF.k7�ngB3}IR'}A"Tn 6t: S: 3 TDR`. Ta1A4k7SAYT' fl ti�RRPpfi. af/ A1.44RLiYR�11S17�}�Tr�.p�r &SflR, Description Stair header Support General Information Ibs Calculations are designed to 1997 NDS and 1997 UBC Requirements .r'x�anatifu i , nu'. r '. • Section Name Prilm: 3.6x16.0 Ibs .k. . a Center Span 15.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 16.000 in Right Cantilever ft .....Lu 0.00 it Member Type Truss Joist - MacMillan, Parallam 2.0E Beam Design OK Fb Base Allow 2,900.0 psi Load Dur. Factor 1.000 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Maximum Moment E 2,000.0 ksi Full Length Uniform Loads Center DL 20.00 # 1ft LL 86.00 #/ft r Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Live Load Ibs Ibs Ibs Ibs Ibs Ibs Ibs ...distance 4.000 ft 0.000 it 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summery Beam Design OK Span= 15.00ft, Beam Width = 3.500in x Depth = 16.1n, Ends are Pin -Pin Max Stress Ratio 0.341 :1 Maximum Moment 12.3 k -ft Maximum Shear * 1.5 4.7 k Allowable 36.1 k Allowable 16.2 k Max. Positive Moment 12.29 k -ft at 4.020 ft Shear: @ Left 3.29 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 1.70 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.205 in Max. M allow 36.09 Reactions... @ Right 0.000 In fb 987.96 psi tv 84.33 psi Left DL 2.64 k Max 3.29 k Fb 2,900.00 psi Fv 290.00 psi Right DL 1.06 k Max 1.70 k Deflections Center Span... Dead Load Total Load r Left Cantilever... Dead Load Total Load Deflection - 0.1361n -0.177 in Deflection 0.000 in 0.000 in ...Location 6.720 ft 6.900 it ...Length /Deft 0.0 0.0 ...Length /Deft 1,318.8 1,016.54 Right Cantilever... Camber ( using 1.6 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.205 in ...Length /Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in z w tY � 0 O. CO w N � W = i- LL W 0 J LL ¢ U) = W H =, Z H H O z H w . w U� O - cl H w U. O: id U= O f--. z Engineers NW Title: Job # 6869 Woodlawn Ave NE Dsgnr: Date: 10:08AM, 6 JUL 04 Seattle, WA 98115 Description: Scope - Rev. 560100 User KW Ver 5.6.1, 25. 00-2002 General Timber Beam Page 2 (01983.2002 ENERCALC Engineering Software Oeo551jackson deen.ecw:Calculatfons rrmo-acz �ssa��smassama�. Description Stair header Support a�^ rlrswt�5tesxrrr��er�axtta arl�stt�t Stress talcs - Bending Analysis Ck 21.298 Le 0.000 it Sxx 149.333 in3 Area 56.000 ln2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb (� Center 12.29 k -ft 50.87 in3 2,900.00 psi Left Support 0.00 k -ft 0.00 in3 2,900.00 psi (�D Right Support 0.00 k -ft 0.00 ln3 2,900.00 psi Shear Analysis Left Support @ Right Support Design Shear 4.72 k 2.34 k Area Required 16.285 in2 8.078 in2 Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 3.29 k Bearing Length Req'd 1.445 in Max. Right Reaction 1.70 k Bearing Length Req'd 0.748 In Query Values M, V, A D @ Specified Locations Moment Shear Deflection Center Span Location = 0.00 it 0.00 k -ft 3.29 k 0.0000 in 0_ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in Left Cant. Location = 0.00 It 0.00 k -ft 0.00 k 0.0000 in z Z UO Lu CO) LL, W O U. N =) W. z I— O z I- W Dp O N 'D H W UJ H �' LL' O .. z W v i. o z E Engineers NW 6869 Woodlawn Ave NE Seattle, WA 98115 User: KW- 0601566, Ver 5.6.1, 25-Oct-2002 (c)1 883 -2002 ENERCALC Engineering Software cmarus,atxc� WZW Description Stair header Title : Dsgnr: Description Scope: General Timber Beam Page 1 dean. et w:Calculations General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements IJ t.IJ.. . s +iqA C by 3H'X .1Sr . 05w9rM i1 Section Name Prllm: 2.686x16 Center Span 10.00 ft .....Lu 0.00 ft Beam Width 2.688 in Left Cantilever ft .....Lu 0.00 It Beam Depth 16.000 in Right Cantilever ft .....Lu 0.00 ft Member Type Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Load Dur. Factor 1.000 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fe Allow 650.0 psi E 2,000.0 ksl Full Length Uniform Loads .a. - � : •x t tip. r Center DL 112.00 #/ft LL 562.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL # /ft Beam Design OK Span= 10.00ft, Beam Width = 2.688in x Depth = 16.in, Ends are Pin -Pin Max Stress Ratio 0.304 : 1 Maximum Moment 8.4 k -ft Allowable 27.7 k -ft Max. Positive Moment 8.42 k -ft at 5.000 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft M M II 27 Maximum Shear * 1.5 Allowable Shear: @ Left Camber: ax. a ow 71 Reactions... fb 881.69 psi fv 86.52 psi Left DL Fb 2,900.00 psi Fv 290.00 psi Right DL Deflections 0.56 k 0.56 k Right @ Left @ Center @ Right Max Max 3.7 k 12.5 k 3.37 k 3.37 k 0.000 in 0.021 in 0.000 in 3.37 k 3.37 k Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.014 in -0.083 in Deflection 0.000 in 0.000 in ...Location 5.000 ft 5.000 ft ...Length /Deft 0.0 0.0 ...Length /Deft 8,736.7 1,451.80 Right Cantilever... 3.72 k Camber ( using 1.6 D.L. Defl ) ... 12.829 In2 Deflection 0.000 in 0.000 in (� Center 0.021 in Bearing @ Supports ...Length /Dell 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 1.929 in Max. Right Reaction 3.37 k @ Right 0.000 in Stress Calics Bending Analysis Ck 21.298 Le 0.000 ft Sxx 114.667 in3 Area 43.000 in2 Ct 1.000 Rb 0.000 Cl 0.000 Job # Date: 10:08AM, 6 JUL 04 z $z �W UO fn o W = J �. CO u_ WO 9zi u r COd = W H _ z� I•- O z H LLJ W U� ON Q F- WW H� �O .. z W CO) O I•- . z Max Moment Sxx Reo'd Allowable fb @ Center 8.42 k -ft 34.86 in3 2,900.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,900.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.72 k 3.72 k Area Required 12.829 In2 12.829 In2 Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 3.37 k Bearing Length Req'd 1.929 in Max. Right Reaction 3.37 k Bearing Length Req'd 1.929 in Job # Date: 10:08AM, 6 JUL 04 z $z �W UO fn o W = J �. CO u_ WO 9zi u r COd = W H _ z� I•- O z H LLJ W U� ON Q F- WW H� �O .. z W CO) O I•- . z ry � s: i� ;j iy Lu U O CO 0 W= J I... N LL O f LL = d; W 7 Z Z O; U �. :O CO A3 H LL O .. Z: W O F- Z Engineers NW Title: Job # 6869 Woodlawn Ave NE Dsgnr: Date: 10:08AM, 6 JUL 04 ' Description rrir � Seattle, WA 98115 Scope _ Page 2 Rev. 560100 Use KW- Ver 25.0ct•2002 General Timber Beam (c)1983.2002 ENERCALC Engineering Software Oec551jackson dean.ecw:Celaulations a;[�c+�r�asaaxsrrr as«m�aara+nasvaarer�est Description Stair header � ~ L. qq j Query Values s ;rz M, V, & D Specified Locations Moment Shear Deflection is �t @ Center Span Location = 0.00 ft 0.00 k -ft 3.37 k 0.0000 in Al @ Right Cant. Location = 0.00 it 0.00 k -ft 0.00 k 0.0000 in Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in ff s ry � s: i� ;j iy Lu U O CO 0 W= J I... N LL O f LL = d; W 7 Z Z O; U �. :O CO A3 H LL O .. Z: W O F- Z 4 EN W ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS `. 6869 L W OODLAwN AVE. N. E., 4205 SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # PROJECT 4c. r�s ©`� Y-a G DATE 5 SUBJECT SHEET OF By n VI V tc cr 1 ; r Z W W ` QQ �. _3 C.) UO N 0 W= J N (L,' W O. LL N W Z F- O ui Z F-' i U� O N, .13 F— WW xU u_ O iii (& i U (& H H O Z r Engineers NW Title : Job # 6869 Woodlawn Ave NE Osgnr: Date: 4:26PM, 6 JUL 04 Seattle, WA 98115 Description Scope: _. � Rev: 560100 user: KW 0601566, vers.fi.t, zs Oct -200z Steel Beam Design Page 1 (e)1883 2002 ENERCALC Engineering Software OecWjackson dean.ecwColculotions . w .. .. f�dt es�'FS 'C:C$K(.fl�iSLb" X35?! �3Ti8ACi7k4A� }SRXt,S".L'�T.CL7TuTP, .5�. `90. . i51 Description 1st fir rail beam '.Z*'9SwtIM"n" General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X14 Fy 50.00ksl Pinned - Pinned Load Duration Factor 1.00 Center Span 22.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 2.00 ft Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL 0.080 0.140 k/ft LL k/ft ST k/ft Start Location 7.000 It End Location 22.000 22.000 ft z z �W QQ J0 0 0 . W= H CO g_ w 9-1 LL Q CO C% = W Z ir- O z I- w W U� O N. 0H WW LL 0 111 z . U =. O z -3ur►►merry Beam OK Static Load Case Governs Stress Using: W12X14 section, Span= 22.00ft, Fy = 50.Oksi .• «_ These columns are Dead + Live Load placed as noted ->> End Fixity = Pinned - Pinned, Lu = 2.00ft, LDF = 1.000 DL LL Actual Allowable LL LL +ST Moment 12.501 k -ft 40.915 k -ft Max. Deflection -0.415 In Only 0 Center fb : Bending Stress 10.083 ksi 33.000 ksi Length /DL Defl 635.6: 1 0 Cants 0 Cants tb / Fb 0.306 : 1 12.50 Length /(DL +LL Defl) 635.6: 1 k -ft Shear 2.420 k 47.640 k -0.00 fv : Shear Stress 1.016 ksi 20.000 ksi r fv / Fv 0.061 :1 z z �W QQ J0 0 0 . W= H CO g_ w 9-1 LL Q CO C% = W Z ir- O z I- w W U� O N. 0H WW LL 0 111 z . U =. O z Force & Stress Summary .• «_ These columns are Dead + Live Load placed as noted ->> DL LL LL +ST LL LL +ST Maximum Only 0 Center Center 0 Cants 0 Cants Max. M + 12.50 k -ft 12.50 k -ft Max. M - -0.00 k -ft Max. M Left k -ft Max. M Right k -ft Shear @ Left 1.75 k 1.75 k Shear @ Right 2.42 k 2.42 k Center Defl. -0.415 in -0.415 0.000 -0.415 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Deft @ 0.000 It 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.75 1.75 1.75 k Reaction @ Rt 2.42 2.42 2.42 k Fa calc'd per Eq. E2 -1, K *Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Section Properties W12X14 Depth 11.910 in Weight 14.13 # /ft r - )O( 4.615 in Width 3.970in I - xx 88.60 in4 r -yy 0.753 In Web Thick 0.200 in I -yy 2.36 in4 Rt 0.950 in Flange Thickness 0.225 in S - xx 14.878 In3 Area 4.16 in2 S - yy 1.189 In3 z z �W QQ J0 0 0 . W= H CO g_ w 9-1 LL Q CO C% = W Z ir- O z I- w W U� O N. 0H WW LL 0 111 z . U =. O z 'Engineers NW 6869 Woodlawn Ave NE Seattle, WA 98115 Title : Dsgnr: Description Scope: Job # Date: 4:26PM, 6 JUL 04 User. KW- 0601566, Ver 5.6.1, 25.00.2002 Steel Beam Desig a:l Page 1 {c)1863 -2002 ENERCALC Engineering SoRware � ec551jackson dean.ecvu.Calculet(ons Description 2nd fir rail beam General Infor mation Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements S teel Section : W12X14 -0.132 0.000 Fy 50.6Oksi 0.000 0.000 in Pinned- Pinned Load Duration Factor 1.00 Center Span 22.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0,00 ft LL & ST Act Together 0.000 Right Cant 0.00 ft ...Query DO Q 0.000 ft Actual Lu : Unbraced Le 22.00 ft 0.000 0.000 in Distributed Loads 4.227 k -ft Max. Deflection -0.132 In #1 #2� #3 t #4 #5 #6 #7 DL 0.100 0.98 fb / Fb 0.996:1 k/ft LL k/ft ST k/ft Start Location 11.000 ft End Location 22.000 ft �W......a. y -0.132 0.000 Beam OK 0.000 0.000 in Left Cant Defi 0.000in Static Load Case Governs Stress 0.000 Using: W12X14 section, Span = 22.00ft, Fy = 50.Oksi 0.000 0.000 in Right Cant Defl 0.000 in 0.000 End Fixity = Pinned - Pinned, Lu = 22.00ft, LDF =1.000 0.000 0.000 0.000 in ...Query DO Q 0.000 ft Actual Allowable 0.000 0.000 0.000 in Moment 4.211 k -ft 4.227 k -ft Max. Deflection -0.132 In fb : Bending Stress 3.396 ksi 3.409 ksi Length /DL Defl 1,996.9:1 0.98 fb / Fb 0.996:1 k Fa calc'd per Eq. E2 -2, K *Ur > Cc Length /(DL +LL Defl) 1,996.9 :1 Fy) ".5 , Fb per Eq. F1 -7 Shear 0.980 k 47.640 k I Beam, Major Axis, Fb per Eq. F1 -8, Fb = 12.000 Cb Af / (I * d) tv : Shear Stress 0.412 ksi 20.000 ksi Section Properties W12X14 fv / Fv 0.021 :1 Force & Stress Summary 1 «_ These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only Center Center Cants 0 Cants Max. M + 4.21 k -ft 4.21 k -ft Max. M - k -ft Max. M Left k -ft Max. M Right k -ft Shear Left 0.43 k 0.43 k Shear @ Right 0.98 k 0.98 k Center Defl. -0.132 in -0.132 0.000 -0.132 0.000 0.000 in Left Cant Defi 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query DO Q 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction (fib Left 0.43 0,43 0.43 k Reaction @ Rt 0.98 0.98 0.98 k Fa calc'd per Eq. E2 -2, K *Ur > Cc I Beam, Major Axis, UrT > (510,000 * Cb / Fy) ".5 , Fb per Eq. F1 -7 I Beam, Major Axis, Fb per Eq. F1 -8, Fb = 12.000 Cb Af / (I * d) Section Properties W12X14 Depth 11.910 in Weight -uzuw 14.13 #/ft r -xx 4.615 in Width 3.970in I -xx 88.60 In4 r -yy 0.753 in Web Thick 0.200 in I -yy 2.36 in4 Rt 0.950 In Flange Thickness 0.225 in S -xx 14.878 in3 Area 4.16 in2 S -yy 1.189 in3 z �Z tr � UO CO) 0 CO) ILILI J = I- CO) w w O 95 wa N� 2 �W Z H O z I-. LLJ W �p U N 0 H WW 3:0 �O lil z U CO) O f " Z BOLT DESIGN ENGINEERS NORTHWEST INC. '6869 Woodlawn AVE NE Seattle WA 98115 206 525 7560 fax 206 522 6698 version 1.01 Date Sheet Project Single Shear -- Wood Main member -- Steel Side Member Main member Thickness in. = 5.125 Side member Thickness in. = 0.25 Bolt Diameter in. = 3/4 f Angle in degrees to main member (0 is parallel to grain) = 90 Angle in degrees to side member (0 is parallel to grain) = 0 Material is DF Spec Grav = 0.50 Load duration = 1 REDUCTION FOR WET CONDITION OF USE Cm Dry Cm = 1.0 REDUCTION FOR END DISTANCE Cv The min edge dist = 1.5 *Dia The min edge dist for a loaded edge = 4 *Dia The min end dist = 3.5 *Dia Cv = 1 No reduction REDUCTION FOR TEMPERATURE Temperature Normal Ct = 1.0 Bolt Capacity (kips) = 0.90 z Z. �W` JU UO � 0 J � N U. W O. d: W, r ZH I_ O Z H: W 5 �o ON = UJI U. —O id CO. U O z 200 "/a shington State, Nonresidential Energy Code Compli Form July 2004 - KJM REVIEWS CODE COM' A.7,7 f- Project Info Project Address Jackson Dean construction Date 7/14/2004 3414 South 116th Street For Building' a �} ,U�E D (: C IVE OF rV�,LA JUL 1 4 2004 Pea c Tukwila, WA 98168 -1983 Applicant Name NulvannyG2 Architecture (Cliff Hasert-Proj. Mng.) Applicant Address: 1110 112th Ave N.E. Applicant Phone: Bellevue, Washington 98004 Project Description ❑ New Building ❑ Addition 0 Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive * Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) rJAM 1 110lu" Location - - no.) Occupancy Description All Watts per f1112 2 " , A e la ft _ Allowed x Area 1 11TAIKrE Office(including storage and restrooms) 1.20 5813.0 6975.6 2nd floor Office(including storage and restrooms) 1.20 4970.0 5964.0 lot floor F -4, JUNO, par30,ms302 -b1 1 150.0 150.0 Fr m Table 15 -1 (over) - document all exceptions on form LTG -LPA total Allowed Watts I 12939. 6] SEP 2 S 2004 Notes: l 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. roposed-Li Ming Wattage (Interi6o all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. city rr Of �� 11 V �.7 Number of Watts/ Watts fs!M w. Fixture Description Fixtures Fixture Proposed 1 otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts I 12828.0 IzqWZ45 '�Si0 11S. �P I i Z Z �W QD JU UO Cl) J = I LL WO W< to a =W z F .. F- 0 W �5 U CO 0 t_ WW 1-- H u. 0 • Z W CO 0 Z sty floor..=-- -+�• s -1, Lt1NA, FLU 248 37 84.0 3108.0 lot floor F -3, PONGO, pendant 2 35.0 70.0 lot floor F -4, JUNO, par30,ms302 -b1 1 150.0 150.0 lot floor F -5, MINIMUS, single 7 28.0 196.0 let floor F -6, recessed can light 37 28.0 1036.0 lot floor F -7, MINIMUS double- suspended floureeent light fixtur 2 56.0 112.0 let floor F -9, TOOL, vanity light 2 32.0 64.0 lot floor F -10, A suspended floureeent light fixture 22 32.0 704.0 let floor F -11, 4 undercounter floureeent light fixture 9 140.0 1260.0 let floor F -15, recessed accent light B 25.0 200.0 let floor F -16, accent light 4 32.0 128.0 let floor exit sign 9 10.0 90.0 2nd floor F -1, LUNA, FLU 24B 21 84.0 1764.0 2nd floor F -2, 'ENERGY, pendent light 3 50.0 150.0 2nd floor F -6, recessed can light 43 28.0 1204.0 2nd floor F -8, suspended liniar light fixture 10 54.0 540.0 2nd floor F -10, 4 suspended floureeent light fixture 20 32.0 640.0 2nd floor F -11, 4' undercounter floureeent light fixture 5 140.0 700.0 2nd floor F -13, VC2C, Teleconference light 6 32.0 192.0 2nd floor F -14, MPRS Series, wall wash fixture, floureeent lamp 2 75.0 150.0 2nd floor F -15, recessed accent light 10 25.0 250.0 2nd floor exit sign 4 20.0 80.0 4 10.0 40.0 1 otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts I 12828.0 IzqWZ45 '�Si0 11S. �P I i Z Z �W QD JU UO Cl) J = I LL WO W< to a =W z F .. F- 0 W �5 U CO 0 t_ WW 1-- H u. 0 • Z W CO 0 Z ox-," ;a cwt � ✓�� Non- Residential . Department of Natural Resources and Parks Sewer Use Certification King County (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or Questions regarding the capacity charge or this form should be referred to residential customer equivalent for a period of fifteen years. The purpose of King County's Wastewater Treatment Division at (206) 684.1740. the charge is to recover costs of providing sewage treatment capacity for (Please print or type) Owner's Name ,, 7 H ii M1 (— Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) ,4G�_Sn r4 r> Property Street Address S D V Tti} u H T 14 City, State, ZIP �rZIV►L,T�� 4 �8 �� u Owner's Ph or Owner's Mailing Address (if different from above) Property Tax ID # /G 2 3 0 4 2 t I Z C1 Party to be Billed (if different from owner) Party's Mailing Address: 34 14 sooTtl i 1 ATti ST. LtJ A 991 City or Sewer District Date of Connection Side Sewer Permit # NZA Property Contact Phone # ( ) Demolition of pre- existing building? ❑ Yes IgNo Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixtu a Units Public I Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Z Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 . Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, l GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 7- Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units `2 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = �� Z RCE 20 B. Other Wastewater Flow (in addition to Fixture Units identified ion A) Type of Facility /Process: ✓1/, 0 ,06: O N/A I i zA Estimated Wastewater Discharge' Gallons /days 1F9 Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day _ � RCE 187 C. Total Residential Customer Equivalents: (add A & B) A 1.Z B RCE boy -Z49 I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. pw)A!T Signature of Owner / Representative Print Name of Owner/ Representative Date / G Ye low - Local Sewer Agency P nk - Sewer Customer i Z Z X W QQ� JU 0 0 W= F- WW WO J LL j Cl) a = W F- _ ZF- 1— O Z F- LU �j U� ON lt] F- WW F_F- � z 111 U= O F- Z Y . MULVANN DESIGN AT WORK TO City of Tukwila Dept, of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ATTN Permit Center PHONE FAX FROM Ken Hedlund CC Ken Nelson SEND VIA Hand Deliver RE Permit No. D04 -249 (Resubmittal) QTY DESCRIPTION 4 sets Floor Plan and Door Schedule (2 sheets) ■ One (1) Original ■ Three 3 Copies NOTES TRANSMITTAL DATE 11.2.04 PROJECT Jackson Dean Construction PROJECT NUMBER 04- 0110 -01 08 NUMBER OF PAGES Including Cover Page J > 2 � O o LL J ~ a CL a =W yw =y rc o o =� o� ww ww X We have added a door in the Conference Room 207 as requested. See attached drawings. Please let me know if you have any questions. l can be contacted at 425 - 463 -1534. Thank You, Ken Hedlund Associate documentt Privileged and confidential Information: the information In this document is intended only for the use of the above named recipient. Any wrongful review, dissemination, distribution or copying of this communication is strictly prohibited. If errors occur in transmission, or enclosures are not as noted, please notify us at once. 425.463.2000 1110 112TH AVENUE NE I SUITE 500 1 BELLEVUE, WA 1 98004 425.463.2002 MulvannyG2.com Z .��-. Z �W QQ JU UO. N 10 C0 ul !9_ CO LL. W O J U. N = W ' Z3: F- O W W 5'. U� ,O CO O F- W H -0, • • Z. W U =, O I.. Z Ken Nelsen - RE: Jackson Dean Construction Conference Room From: To: Date: °I Subject: Tai Ken Hedlund <KenH @MulvannyG2.com> 'Ken Nelsen' < knelsen @ci.tukwila.wa.us> 10/25/04 6:44PM RE: Jackson Dean Construction Conference Room Ken, Thanks for taking the time to review this issue. I have informed Jackson Dean that they must now install a second swinging door for egress and they have agreed to do so. What is the best way to formally get your approval on the revision with the second door so that the field inspector can properly address it? Do we need to re- submit drawings, or can I send you an 8 -1/2" x 11" plan with the revisions? Thanks again for you assistance with this matter. Regards, Ken - - - -- Original Message---- - From: Ken Nelsen [ mailto:knelsen @ci.tukwila.wa.us <mailto:knelsen @ci.tukwila.wa.us> ] Sent: Monday, October 25, 2004 8:00 AM To: KenH @MulvannyG2.com Cc: Dave Larson Subject: RE: Jackson Dean Construction Conference Room Mr. Hedlund, The bottom line is that the actual room square footage is more than 750 including the reduction for the case work. The case work being a stretch for a code interpretation of "net" anyway. Additionally, the applicant earlier agreed to the reduced room size to mitigate the quick release of the Permit from our office. To some up, we will not approve the larger room conference room configuration without the addition of a second means of egress. Regards, Ken Nelsen >>> Ken Hedlund <KenH @Mu IvannyG2.com> 10/22/04 06:26PM >>> Ken, I appreciate your speedy response and I am sorry I did not get back to you right away, but I was out of the office in meetings most of the day. I have attached the plan again and hopefully it will go through this time, but let me know if it does not and I can fax it to you. In regard to the area of the room, the original area was 809 sq.ft. (42' -5" x 19' -1 ") and the built -in casework is 39 sq.ft. making the room size 770 sq.ft., so we are close to the magical 750 sq.ft., but not quite. Thanks again for your help. <<JacksonDeanConferenceRm.pdf>> Ken - - - -- Original Message---- - From: Ken Nelsen [ mailto:knelsen @ci.tukwila.wa.us < mailto :knelsen @ci.tukwila.wa.us> < mailto :knelsen @ci.tukwila.wa.us < mailto :knelsen @ci.tukwila.wa.us> > ] aeq � fille, Z �z w D 2 JU UO C �. C0 u_. w O U. d =w - 0 Z i— U O N � H w w LL' O Z W U CO) O Z Ken Nelsen - RE: Jackson Dean Constri- fiction Confe Room Page 2 r Sent: Friday, October 22, 2004 11:47 AM To: KenH @MulvannyG2.com <i Subject: Re: Jackson Dean Construction Conference Room Ken, the room plan did not come through as a single document, would you tryto send it again please? Also, because I don't have the proposed floor plan, what is the room's actual remaiming floor area subtracting the counter square footage? >>> Ken Hedlund <KenH @MulvannyG2.com> 10/22/04 11:04AM >>> Ken, Per our conversation, attached is a plan and photograph of the proposed changes that Jackson Dean would like to get your approval on. As you will see in the plan and the photos, they would like to build a permanent casework along the entire window that would be 24" deep, in lieu of moving the wall at the opposite end of the room in 12 ". This in effect shortens the usable portion of the room by 24" instead of the original 12 ". Hopefully, this solution will still satisfy your concerns regarding the size and occupancy of this room. Please let me know your thoughts and I really appreciate your patience and assistance with this matter. <<Jackson DeanConferenceRm. pdf>> «MVC- 011S.JPG>> «MVC- 006S.JPG>> «MVC- 008S.JPG>> Ken Hedlund I Associate / Technical Lead / Interiors Studio Lead > MulvannyG2 Architecture > 1110 112th Ave NE I Suite 5001 Bellevue, WA 98004 • D: 425.463.1534 • T: 425.463.2000 • F: 425.463.2108 C: 206.619.4507 • E: kenh @mulvannyg2.com • W: www.mulvannyg2.com <www.mulvannyg2.com> <www.mulvannyg2.com <www.mulvannyg2.com> > <www.mulvannyg2.com <www.mulvannyg2.com> <www.mulvannyg2.com <www.mulvannyg2.com> > > • Celebrating 32 years of DESIGN AT WORK • Bellevue, WA { Portland, OR I Irvine, CA I Washington, DC I Shanghai, • China This message contains information that is confidential or privileged. The information is intended for the use of the individual or entity named above. If you are not the intended recipient, be aware that any disclosure, copying, distribution or use of the contents of this information is prohibited. If you have received this electronic transmission in error, please notify the sender and delete this message and any attachments. Z Z. '~ w U UO CO W Lu J = u� U- w O. LL. Q to d ~ LU _ Z I- F- O Z F- LU 5 U� O tA. o h- ww U0 - W Z U =. O Z ENW ENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS — 6869 WOODLAWN AVE N. E., SEATTLE, WA981 15 (206) 5257560 FAX (206) 5226698 August 26, 2004 MULVANNYG2 ARCHITECTURE 1110-112 th Avenue NE, Suite 500 Bellevue, WA 98004 ATTN: Cliff Hasert RE: Jackson Dean TI Plan Review Cliff: Attached is a revised plan correcting the old UBC callouts noted in comment #4. Also noted in item #4 were references in the calculations to the UBC. These occurred in our wood design and steel design programs. Please note that these designs also check to the NDS standards for wood and the NDS standards for steel. Thus the outcome also satisfies the IBC which references these standards. These are proprietary programs. We cannot change them. They may reference the UBC for some time to come. If you have any questions, please let me know. Sincerely, EST, INC., P.S. President RR:Ir ENW Project No. 04000040 I Z O` W QQ �; WD J U; 0 0'. CO =. CO) U- W O, LL Q. �a � w' z o Au L u� O C w = L f=. ..z z �l RECEIVED AUG 2 6 2004 MulvannyG2 Architecture! Bellevue, WA Cliff Hasert Mulvanny G2 Architecture 1110 112 Ave NE, Suite 500 Bellevue, WA 98004 Ref: Elevator - New Office Jackson Dean Construction 3414 South 116 Street Tukwila, WA N Dear Mr. Hasert BARCLAY DEAN NEON Construction ■ . August 24, 2004 The anticipated cost to furnish and install one new Thyssen Krupp "Holeless" two -stop elevator with standard finishes, along with remodeling costs, to accommodate access to the second floor of the new offices for Jackson Dean Construction is $57,418.00 (see attached estimate). Please review this information and call with your questions. My direct phone number is 425.378.2094. Sincerely, 1 John Hirst Chief Estimator Barclay Dean Construction 425.378.2094 5150 VILLAGE PARK DR. SE, SUITE 200 ■ BELLEVUE, WASHINGTON 98006 • VOICE (425) 378 -2000 FAX (425) 378 -3000 www.barclaydean.net z Z mow: U 5 0 CO � U) =` J � N LL, w O: U _ Co � = w' Z I- O z F- D p' ON w W, H V- U_ w z U c' O Project: JACKSON DEAN CONSTRUCTION - OFFICE Subject: ELEVATOR - 2 -STOP 1). Demolition: First Floor Slab: 10' x 10' x 4" Pit Excavation 10' x 10' x 4' Export Mrtl 2'x 2'x 2' Remove Walk Door & Fr 40'x 2' Backfill Pit Walls: 50' x 2' Trench to Equip. Rm. - SOG 50'x 2' Trench Excavation 50'x 2'x1' 2). Concrete: Slab 10' x 10' x 16" Pit Walls 4' x 40'x 8" Sump Pit 2'x 2'x 2' Patch Slab 40'x 2' Patch Trench 50' x 2' 3). Rough Carpent Frame Walls - 2- Floors 10'x 12'x 8ea Re -Frame Floor 12'x 12' Re -Frame Roof 10' x 10' Elev. Equipt. Room 6'x 12'x 4ea Vent Chase 2'x 16'x 4ea 4). Waterproofing: Pit Slab & Walls 10' x 10' 5). Metal Door, Frame & Finish Hardwa Equip. Room Door, Fr, Hrdwre 6). F Drywall Flooring 'Painting Patch Existing 7). Elevator: . 0 BARCLAY DEAN ■E■■ Construction ■ Qty: Unit: $/Unit• 100 SgFt 8.00 19 CY 25.00 7 CY 10.00 1 EA 75.00 12 CY 10.00 100 SgFt 8.00 5 CY 25.00 Div. Sub - Total: 5 CY 375.00 4 CY 350.00 1 EA 450.00 80 SgFt 6.50 100 SgFt 6.50 Div. Sub - Total: Div. Sub - Total: 960 SgFt 2.50 144 SgFt 10.50 100 SgFt 5.00 288 SgFt 2.50 128 SgFt 3.50 Div. Sub - Total: 344 SgFt 4.75 Div. Sub - Total: 1 Ea 850.00 Aug. 24, 2004 Div.: Total: Total: 800 463 67 75 119 800 125 2,448 1,861 1,410 450 520 650 Div. Sub - Total: 2,752 SgFt 1.75 200 SgFt 1.75 2,752 SgFt 0.55 1 Lsum 575.00 1,634 Div. Sub - Total: 1 Ea. 32,000 Aug. 24, 2004 Div.: Total: Total: 800 463 67 75 119 800 125 2,448 1,861 1,410 450 520 650 Std 2 -Stop Holeless Thyssen Krupp - Std Finishes Div. Sub - Total: 32,000 Page 1 of 2 5150 VILLAGE PARK DR. SE, SUITE 200 ■ BELLEVUE, WASHINGTON 98006 ■ VOICE (425) 378 -2000 FAX (425) 378 -3000 www.barclaydean.net z JU 0 0 . CO J = H CO u_ w O 9 :3 N� = �w Z z �...: II.- z w ul � o' U O uo. D I-: w ui .H H -0 LLi z. N O z 4,891 2,400 1,512 500 720 448 5,580 1,634 1,634 850 850 4,816 350 1,514 575 7,255 32,000 Std 2 -Stop Holeless Thyssen Krupp - Std Finishes Div. Sub - Total: 32,000 Page 1 of 2 5150 VILLAGE PARK DR. SE, SUITE 200 ■ BELLEVUE, WASHINGTON 98006 ■ VOICE (425) 378 -2000 FAX (425) 378 -3000 www.barclaydean.net z JU 0 0 . CO J = H CO u_ w O 9 :3 N� = �w Z z �...: II.- z w ul � o' U O uo. D I-: w ui .H H -0 LLi z. N O z o-x St. f , ■ BARCLAY DEAN ■ ■ ■■ Construction ■ Project: JACKSON DEAN CONSTRUCTION - OFFICE Subject: ELEVATOR - 2 -STOP 8). Mechanical: Fire Sprinkler Syst. Plumbing Cap Existing Ventilation Equip. Room 9). Electrical: Power 3 -phase Phone Total Anticipated Construction Costs: 10). Design Costs: 11). Permits & Fees: Aug. 24, 2004 Page 2 of 2 ' 5150 VILLAGE PARK DR. SE, SUITE 200 ■ BELLEVUE, WASHINGTON 98006 ■ VOICE (425) 378 -2000 FAX (425) 3713-3000 www.barclaydean.net t ti i i Div.: Qty: Unit: $ /Unit: Total: Total: 1 Lsum 450.00 450 1 Lsum 260.00 260 1 Lsum 650.00 650 Div. Sub - Total: 1,360 1 Lsum 1,250.00 1,250 1 Lsum 150.00 150 Div. Sub - Total: 1,400 $ 57,418 N.I.C. N.I.C. Page 2 of 2 ' 5150 VILLAGE PARK DR. SE, SUITE 200 ■ BELLEVUE, WASHINGTON 98006 ■ VOICE (425) 378 -2000 FAX (425) 3713-3000 www.barclaydean.net t ti i i 1 August 26, 2004 Ken Nelson City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Jackson Dean Construction Permit application 414 South 116th Street Seattle, WA Project Number: D04 -249 DESIGN AT WORK FOR EVIEWE � 'D CODE COMPLIANCE C O� l �.1�`rvit� �11�Q D3 I`al Subject: Building Division Review Memo41 dated Aug. 11, 2004 Dear Mr. Nelson: pF 9iyrc Zpp� F � T FR Mitchell C. Smith, Washington State registration number 6084, the architect of record and original signatory on the documents submitted to the City of Tukwila is not available to sign the revised drawings being resubmitted. I have spoken to Stefania Spencer, Permit Technician at the Department of Community Development and she has advised and will accept an alternate signature by a licensed professional in our office. I have attached drawings signed by Ronald L. Maddox, Washington State registration number 4475. The drawings still have Mitchell C. Smith's name on the drawings, along with Ronald L. Maddox's name as requested by Stefania. I hope this does not cause any complications with the revisions. Should there be any other subsequent revisions we will make every effort to use the original architect of record, Mitchell C. Smith. Listed below is the plan review comments numbered per comment letter, with our responses in italic type face. 1. The total square footage of the second floor office and the proposed second floor expansion exceeds 3,000 feet. I.B.C. Section 1104 requires an accessible route of travel be provided to the second floor. Show on revised floor plans and plan details for an appropriate means for the required accessible route. IV LB.C. chapter /section 3409.6 Alterations affecting an area containing a primary function. Where an alteration affects the accessibility to or contains an area of primary function, the route to the primary function area CORRE� � ` - , -Ad LTR# 11/10 425.463.2000 425.463.2002 1110 112TH AVENUE NE I SUITE 500 I 0E1_LEVUE, V.A 1 98004 MulvannyG2.com 7 . i Z I -. } w J U. UO U � J = H CO L W } } LL Q co ) = W H Z F- ZO LU 5 U oF- w w. � �. u' O. til Z U= O Z i -`l I Jackson Dean Construction Permit application August 26, 2004 Page 2 of 3 shall be accessible. The accessible route to the primary function area shall include toilet facilities or drinking fountains serving the area of primary function. Exceptions: 1. The cost of providing the accessible route are not required to exceed 20 percent of the cost of the alterations affecting the area of primary function. We request the elevator requirement be deleted from the project based on the following arguments in conjunction with the noted chapter and section above. 1. The primary functions of the office are all located on the first floor. The warehouse, main office areas, restrooms, employee break rooms and plan /bid room are all accessible on the first floor. The second floor is reserved as the owners' executive suite; not containing any primary functions already established on the first floor, hence no elevator to provide accessibility is required. 2. We are also not providing an elevator based on the excessive cost as stated in exception one of 3409.6 of the I.B.C. We have attached supporting documentation from Barclay Dean Construction (Jackson Dean Construction). 3. We would also propose a revised area calculation by defining the area of "primary functions" on the second floor. We have removed all of the non - occupiable and non - function square footage from the second floor in this calculation, including the area of two executive offices. These oversize offices are occupied by the two owners of the company and are not considered as "primary function areas ". The revised area of "primary function" on the second floor is 2,941 net square feet. We have indicated on the revised drawings, sheet iG1.01. 2. The occupant load number of 207 for the second floor Conference room exceeds the 50 persons limit. The Conference room is required to be provided with two exit access doorways per I.B.C. Section 1014. Additionally, both _exit access doorway must swing in the direction of egress travel, Section 1008.1.2. (The large pocket style sliding doors do not comply.) We would like to maintain the size and grandeur of the second floor conference room. We are proposing the square footage of the casework and extra large fixed conference table be deleted from the room's occupiable square footage. We are proposing the following calculations: Conference room gross square footage: 821.68 Gross SF Conference table: (132.00 Gross SF) Built in Credenza (35.32 Gross SF) Conference room net square footage: 654.68 Net SF Occupant load factor: 15 SF per person Proposed conference occupant load: 44 people The revised proposed occupant load in the conference room of 44 people, will not require an additional exit and the door swing will not be required to swing outward. Z �Z `~ W Q� LLJ � JU UO N J = H CO U. W � J LL ?. N C% = H F- O Z H W W U O N. O I— WW H� LL O Z U CO O Z Jackson Dean Construction Permit application �J Auguot26,2004 �n Page 3 of 3 See revised plans and response letter dated August 26,2OO4from Engineers Northwest, Inc 5. While updating the above code references, please also remove any reference bz the Seattle aupp|mnnonto to the Energy Code on sheets TG1.01 and \G1.01. References removed, see revised sheets T8Y.D/ and /(3Y.OY. Ani This in the end mf our responses. Please contact me directly if additional documentation or information io required. | can be reached at 425.463.1385. Thank you. Sincerely ' CliffHaoert Project manager ojh o: K8u|vonnyG2Architootunm xumo1 \pn4eu,morclavueanm*�1 10-01 building division review -1uvc � � � � � � � � � � � i i � � � � ` � ' , � � .. CO LU W � NU �C -J �- (0 LL. F 0. LL CY ' Z ~ ' 0 �- .LU W , ��. COY 0_ � �- ��� �~ Z � 3. An overall floor plan ho required mf the entire proposed tenant space. The floor plans must have label each room or space hm its intended occupancy use. Examples or use are, warehouse, manufacturing, office, etc. ' Overall plans added to drawings. See sheet /O2.Y0.DO 4. |n the General Notes on Structural plan sheet G'1, appropriate Code reference is made to the 3OD3 Edition of the |.B.C. However, the remaining code General Note References and accompanying engineering calculations utilize the 1897 U.B.C. Update all plan documents and submit new engineering calculations showing compliance to I.B.C. requirements. See revised plans and response letter dated August 26,2OO4from Engineers Northwest, Inc 5. While updating the above code references, please also remove any reference bz the Seattle aupp|mnnonto to the Energy Code on sheets TG1.01 and \G1.01. References removed, see revised sheets T8Y.D/ and /(3Y.OY. Ani This in the end mf our responses. Please contact me directly if additional documentation or information io required. | can be reached at 425.463.1385. Thank you. Sincerely ' CliffHaoert Project manager ojh o: K8u|vonnyG2Architootunm xumo1 \pn4eu,morclavueanm*�1 10-01 building division review -1uvc � � � � � � � � � � � i i � � � � ` � ' , � � .. CO LU W � NU �C -J �- (0 LL. F 0. LL CY ' Z ~ ' 0 �- .LU W , ��. COY 0_ � �- ��� �~ Z � Sincerely, Stefania Spencer Permit Technician curl xc: Tile No. D04 -249 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 �IILA O . ! • Cit v Tukwila Steven M. Mullet, Mayor —j : 4� . 0 ��•. ? Department of Community Development Steve Lancaster, Director 1908 z z. August l6, 2004 w �D v Miles Jackson _3 3414 South 116 Street (D p Tukwila, WA 98168 -1983 co H RE: CORRECTION LETTER #1 w O, Development Permit Application Number D04 -249 2 Jackson Dean — 3414 South 116` Street 9 Q Dear Miles: w z "Mis letter is to inform you of corrections that must be addressed before your development permit(s) can � p be approved. All correction requests from each department must be addressed at the same time and w W. 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. U N O— � H Building Department: Ken Nelsen, at (206) 431 -3677, if you have any WW �. questions regarding the attached memo. LL p LLj Z . Please address the attached comments in an itemized format with applicable revised plans, V 3: specifications, and /or other documentation. The City requires that four (4) complete sets of revised � I specifications and /or other documentation be resubmitted with the appropriate revision Z Flock, In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubiilittal. I have enclosed one for your convenience. Corrections /revisions must be made in Person and will not be accepted throup—h the mail or by a messenger service. 1 f you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician curl xc: Tile No. D04 -249 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 Building Division Review Memo Date: Aug. 11, 2004 Project Name: Jackson Dean Construction permit application Application #: D04 -249 Plan Review: Ken Nelsen, Senior Plans Examiner An initial Building Division plan review has been conducted on the subject permit applications. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1. The total square footage of the second floor office and the proposed second floor expansion exceeds 3,000 feet. I.B.C. Section 1104 requires an accessible route of travel be provided to the second floor. Show on revised floor plans and plan r3 details for an appropriate means for the required accessible route. 2. The occupant load for the second floor Conference room number 207, exceeds 50 persons. The Conference room is required to be provided with two exit access r doorways per I.B.C. Section 1014. Additionally, both exit access doorway must swing in the direction of egress travel, Section 1008.1.2. (The large pocket style j sliding doors do not comply.) 3. An overall floor plan is required of the entire proposed tenant space. The floor plans must have label each room or space to it's intQnded occupancy use. :a Examples or use are, warehouse, manufacturing, office, etc. 4. In the General Notes on Structural plan sheet S -1, appropriate Code reference are made to the 2003 Edition of the I.B.C. However, the remaining code General Note references and accompanying engineering calculations utilize the 1997 U.B.C. Update all plan documents and submit new engineering calculations showing compliance to I.B.C. requirements. 5. While updating the above code references, please also remove any references to the Seattle supplements to the Energy Code on sheets T S1.01 and I G 1.01 No further comments at this time. 0 Page 1 ..4'n:v; /J��r�'.:.....1'.:,...�u .�al� -1 .. l.i:rv'..�.. _YlrjA' . uL�rLt'.: 4. ratt0.ftd+ �?+' r'• lii. �i2r. �'. s.: A, Yd:.uMti;il.1- ].>.<oAh'l.:u�4vr. ��ri,1:..:1��.Ytrv:wwW.l.uW 1u14. bJyl: V. kAVryh��b7iA11 :1.�..ii1'4h:Gr.'- Cr.{f.r�h �.dY.tiiKd4�S1xr:+u Z 1 Z oc 2 JU UQ Cl) J = NLL w O LL N� _C% �w Z= F- o Z f— w U� 0 -1 - o �- w LL W N U- 0� z PERMIT COORD COP-' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -249 DATE: 11 -02 -04 PROJECT NAME: JACKSON DEAN SITE ADDRESS: 414 SOUTH 116 STREET Original Plan Submittal _Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte permit is issued DEPARTMENTS: b� Building wi ion Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator *4 DETERMINA N OF COMPLETENESS: (Tues., Thurs.) Complete i Incomplete ❑ Comments: DUE DATE: 11 -04 -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 RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: x APPROVALS OR CORRECTIONS: Approved Approved with Conditions ❑ Notation: DUE DATE: 12 -02 -04 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing shp.doc 2.28.02 ❑ No further Review Required DATE: z Z � D JU 00 N CO Lu J � S2 LL w LLQ S2 =w F_ O z�_ 2� U O N o�__ wW H� LL O z w CO O z PERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04.249 DATE: 09 -01 -04 PROJECT NAME: JACKSON DEAN SITE ADDRESS: 3414 SOUTH 116 STREET — Original Plan Submittal _Response to Incomplete Letter # _Response to Correction Letter # Revision # after /.before permit is issued DEPARTMENTS: /V i Buil isiV Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator *4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -02 -04 Complete E Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ;,Structural TING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09 -30 -04 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routlng slip,doc PERMIT C O O R D COPY 2 -28.02 z rz �W dd JU U0 U CO W J S2 LL W 9_j LL ?. U = W ? H- I- O w ~ w U O N 0 I- WW LO .. z W F- _: O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -249 DATE: 07 -14 -04 PROJECT NAME: JACKSON DEAN CONSTRUCTION SITE ADDRESS: 3414 SOUTH 116 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after/ permit is issued DEPARTMENTS: 1-�4�N BuilA COI . - 141�[i 4 & L � q 'IS g Div i ire Prevention ® Pla ning Division E, Public WorksL I N n- ,,,` Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -15 -04 Complete I 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 R7TING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: 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: Documents /routlng sllp.doc 2 -28 -02 PERMIT COORD COPY �.a�tY. ..i: :,.... .. ,,.,�. +' +�.:.:._....,..s...c. t.,.. r�.+.�;..:. G.+:u.+�.i Al !'i.v, :n.:.i. i.:rn:.. ��{. �.+ �.. K3C%. iaiY.+,, ai. 6b:: ,ulc ir.LV.';ia4+..: b'rev�.4i ".� .�. . r��. ^.t• .,c +� .r ij.Jt r�, �.lrii ,�....�rh, <+ri -:p IN] DUE DATE: 08 -12 -04 Not Approved (attach comments) d z i� '~ w JU UO W= H CO L WO 9-1 LL N = W F- _ z ZO w �5 U� ON o�_ WW LO ui z co O z PROJECT NAME: i Date ! Staff Received i Initials PERMIT Nf) :. y a2vf Summary of Revision: Site Address: �yl ..� "'` - - -- Original I,.:,ue Date: ( Issued I Initials mi REVISION LOG Revision ' ` Date I Staff I Date I "Staff No. Received Initials Issued tt)als > / -Z -o Summary of Revision: / �, U v 2 irk Cvrll- 9:eGtIc6 Z 07 s` D - ✓d. OZ �t ovr� �L�3-n/ Of. o� �o /� �'cfn�l,�� Received By (please print) Revision No. i Date ! Staff Received i Initials I Date Staff Issued I Initials I Summary of Revision: No. ' Received By: (please print) Revision Date Staff Date Stair No. Received I Initials i Issued ` Initials I I I I Summary of Revision: Received By: (please print) Revision Date Staff Date Staff No. I Received I Initials ( Issued I Initials mi (please print) z Z �U UO ND co LU J = H �LL WO LL Q cl) n Cl �w z F- f- O z 1— w w U O- 0H WW H� LL O . z . W U= O z (please print) 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: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION :SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11 - Z "O Plan ChecldPermit Number: Q - L-d' J ❑ Response to Incomplete Letter # Response to Correction Letter # w111A -0 mod Jp"L 1 1O Fv ❑ Revision # - � — aPermit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address Contact Person: Number: 4c , 15 34— Summary of Revision: , s t)u i a` cry ter= `� �r2 Kp C CN V �ZQ 2. ►W • RECEIVED PERMIT CENTER Sheet Number(s): d 2 1 1 O , OZ N LVeZ n1 n � D c l : "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �L< 0 Entered in Permits Plus on app ications orms -app ications on lme\revision submittal Created: 8 -13 -2004 Revised: z �Z "~ W D JU UO 0 J LO LL W O �-J wj N D =w �O w ~ w U O N off wW ~ H- U- O d w z U= O F- z AUG 23 '04 03:14PM TL•. ,. ,lLA DCD /PW P.2 City of Tukwila. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Di rector 6300 3outhcenter Boulevard, Suite 0100 Tukwila, Washington 98188 �•� Phone: 206 -431 -3670 1808 Fax: 206. 431 -3665 Web site: c.wkwila,waaa Revision submittals must be submitted in person at the Permit Center, Revisions will not be accepted through the mail, fax, etc. ,p Date: � al 4 Plan CbecWPermit Number; ,//v 4 24q ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building ]nspector or Plans Examiner Project Name; V� Project Address:, Contact Person: Summary of Revision: -r4 I • rg i Q hone Number: /yam (,7)6Aa Sheet Number(s): 1J l 1 G • �f l t� . / a�=� ' "Cloud" or highlight all areas of revision including date of revision � 1 Ca��� pF Ra �0 Received at the City of Tukwila Permit Center by, %IV Entered in Permits Plus on p c ons rms- applications on tinoWvision su mural Created, B -1 3-2004 Reviscd: S W,— > 7:J .+., ..w«:y�. .i�'tR..:; � �:. i.: ai. e21:::. ��;*: x: wi. w;;:... �:. a..;: er,. ass�t6 +uWZ+'�'1u;.b:a:;;feat�{ttwt F "' ",�' i:.w.4 OL'sfid+:.u:..�r�.4w � Aa+,t «+f %+yin '.csuMYa2F!rI{%i�4� • .1.y.ta 'f:+a3.�xr�nYdiiiG: `6�€�S+ 'i1,iN.l4t- z Z �w QQ UO ND J = CO LL wO 2� J U. Q �D z �w z H o w 25 U ON 13 H wW .z w CO OF z Look Up a Contractor, Electric' " Plumber License Detail Pagel of 3 r 11 Topic Index Contact Info F Search _....., _ ...._.... _ ......,.. ­-- .,.......__.......... _ ......._..� ... _........._.. _....__,.. Home '6 Safety Claims Bt Insurance Workplace Rights Trades 8t Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber ' General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License BARCLDCO25P7 Licensee Name BARCLAY DEAN CONST SRVCS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601222672 Verify Contractor Premium Status Ind. Ins. Account Id Business Type CORPORATION I Address 1 5150 VILLAGE PK DR SE STE 200 Address 2 City BELLEVUE i County KING State WA I Zip 98006 Phone 4253782031 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED ` Effective Date 10/27/1998 Expiration Date 12/31/2004 Suspend Date Separation Date Parent Company Previous License BARCLDA101 BW j Next License MADISSL9 -MZ Associated License Business Owner information Effective https:H fortress. wa. gov /lni/bbip /detail.aspx ?License= BARCLDCO25P7 09/29/2004 Z o � JU U0 CO 0 M H Co U. W U.Q N d = W H ? X ZO W �o OU WW u. 0 W Z: U ( O F- ` Z Now Now mom C 0NSTR U I C T O.N i� 3414 SOU H 11 6TH S R TUKW, ILA R W ASHINGTON • PRO JECT -4 �� PERMIT INF PE OF WORK CLIENT JACKSON DEAN CONSTRUCTION THIS DRAWING PACKAGE IS BEING SUBMITTED FOR A TENANT IMPROVEMENT BUILDING PERMIT. 5150 VILLAGE PARK DR. SE SUITE 200 TS1.01 TITLE SHEET THESE PROJECT GENERAL NOTES APPLY TO THE ENTIRE PROJECT. BELLEVUE, WA 98006 DEFERRED SUBMITTALS. PROJECT STATISTICS t: 425.378.2000 t: 425.378.3000 GENERAL 1. TENANT IMPROVEMENT DRAWINGS ZONING: ZONING TYPE - CONSULT DRAWINGS OTHER THAN ARCHITECTURAL FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS A) MODIFIED ELECTRICAL PROJECT AREA: APPROX. SQUARE FOOTAGE *1.01 EGRESS PLAN AND CODE DATA AND SYMBOLS. + iG3.01 GENERAL NOTES B) MODIFIED H.VAC JC) MODIFIED FIRE PROTECTION BUILDING JACKSON DEAN CONSTRUCTION FIELD VERIFICATION AND COORDINATION: GATEWAY WA TN 116TH STREET 1. SURVEY DIMENSIONS: DIMENSIONS 7F SITE CONDITIONS ARE FROM SURVEY BY OTHERS. THE BUILDING CODE DATA. ARCHITECTURAL INTERIORS ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SAME. APPLICABLE B ZONING AND Z G CODES - 101.01.01 DEMOLITION PLAN, GROUND FLOOR 2. EXISTING UTILITY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE 1. WASHINGTON BUILDING CODE 101.01.02 DEMOLITION PLAN, SECOND FLOOR SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTILITIES t. 2003 INTERNATIONAL BUILDING CODE (IBC) ARCHITECT MULVANNY G2 ARCHITECTURE 2. 10.00 FIRST AND SECOND OVERALL FLOOR PLAN SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. 3. 2003 INTERNATIONAL MECHANICAL CODE 1110 112TH AVE NE 102.10.01 FLOOR PLAN, SROUND FLOOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL UTILITY LOCATIONS NOT SHOWN. CARE 4. 2002 NATIONAL ELECTRICAL CODE SUITE 500 102.10.02 FLOOR PLAN, SECOND FLOOR SEATTLE SUPPLEMENTS CODE SHOULD BE TAKEN TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES. THE CONTRACTOR 5. 2003 INTERNATIONAL PLUMBING ;:ODE i02.20.01 RCP PLAN, GROUND FLOOR IRE BELLEVUE, 00 102.20.02 RCP PLAN, SECOND FLOOR 6. 2003 INTERNATIONAL F T. 2003 WASHINGTON STATE ENERGY CODE W 98004 SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO THE UTILITY. J200.3 t: 425.463.2000 WASHINGTON STATE BARRIER FREE REGULATIONS 102.40.01 FURNITURE PL%N, GROUND FLOOR 3. 425.463.2002 102.40.02 FURNITURE PLAN, SECOND FLOOR 3. THE CONTRACTOR SHALL CONSULT THE DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS, A. 9. FEDERAL. GUIDELINES OF THE AMER!C,ANS WITH aSABILITIES ACT PROJECT MANAGER: CLIFF HASERT 102.50.01 FLOOR FINISH PLAN, GROUND FLOOR WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, AND EQUIPMENT AND SHALL 102.50.02 FLOOR FINISH PLAN SEC F VERIFY THE SIZES AND LOCATIONS WITH SUBCONTRACTORS. L , OND LOOR D ESCRIPTION .. , S EISMIC ' STRUCTURAL ENGINEERS NORTHWEST 102.60.01 WALL FINISH PLAN, GROUND FLOOR s sM c ZONE. s ENGINEER 6869 WOODLAWN AVE. N E 102.60.02 WALL FINISH PLAN, SECOND FLOOR DIMENSIONS: OCCUPANCY TYPE: ,� VERIFY OCCUPANCY TYPE WITH THE CITY 107.20 INTERIOR ELEVATIONS SEATTLE, WA 98115 THAT PORTION OF ADJUSTED LOT 2 OF THE CITY OF TUKWILA, 81A NO. L93 M AS CONSTRUCTION "r :'FE: VERIFY CONTRUCTION TYPE WITH THE CITY t: (206)525 -7560 107.30 BATHROOM ELEVATIONS 1. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL RECORDED UNDER RECORD NO. 9300 220640 RECORDS OF KING COUNTY WASHINGTON f: (20652241698 (08.01 WALL TYPES d WALL DETAILS NT REM FIELD MEASUREMENTS. NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. ""���� 108.02 WALL PERSPECTIVE 8 DETAILS KA BUILDING HEIGHT: LIST THE FLOORS INCLUDING GARAGE LEVELS •iERE 108.20 CEILING DETAILS 108.21 2. DIMENSIONS ARE TO THE. CEILING DETAILS CONTRACTOR JACKSON DEAN CONSTRUCTION 08.30 STAIR PLANS d DETAILS SERVICES 0840 DOOR DETAILS RI ` CENTERLINE OF COLUMNS OR GD�� A GATEWAY NORTH 116TH STREET CENTERLINE OF OPENINGS IN SPECTION S TUKWILA, 08.50 RECEPTION DESK DETAILS * •FACE OF STUDS � �TUKWILA, WA 09.30 F SCHEDU FINISH SCHEDULE • FACE OF CONCRETE OR MASONRY (NOMINAL) 3 ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 8" FROM THE FACE OF r F I N ct, J - 1 3AiM�•=• REQUIRED INSPECTIONS: STRUCTURAL INTERSECTING WALL TO EDGE OF DOOR OPENING. CONTRACTOR SWILL COORDINATE THE FOLLOWING REQUIRED PE _ QU INSPECTION FROM THE LOCAL JURISDICTION: 61 MEZZ AND ROOF PLANS, SECTIONS AND NOTES 4. ALL DIMENSIONS NOTED "CLEAR" SHALL BE MAINTAINED AND SWILL ALLOW FOR THICKNESS OF ALL Glrs Pt" 1. FRAME INSPECTION FINISHES INCLUDING CARPETING, TILE, AND TRIM. 2. LATH OR GYPSUM BOARD INSPECTION E Of Tw1& 3. FIRE PROTECTION 5 ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB UNLESS NOTED OTHERWISE. �s D SPECIAL INSPECTIONS: THE OWNER SHALL PROVIDE SPECIAL. INSPECTORS WHO SWILL PROVIDE SPECIAL INSPECTIONS DUWNG CONSTRUCTION ON 6. ROUGH IN DIMENSIONS: VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR THE TYPE OF WORK LISTED BELOW OR OTHERS AS REQUIRED. THE DRAWINGS AND SPECIFICATION WILL IDENTIFY THE INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS �� �� � M =n o r o sa w TYPES USED. w mft.A_ TIrnIIrB� �� O1� � GENERAL REQUIREMENTS. I E � pion sR 1. VERTICAL CLEARANCES: PLACE NO MAINS. PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS Pion Ilrtlw raft TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. GOVERNING AUTHORITY REQUIREMENTS: KEY P LJAN VICINIT . MAP r 1. POST SIGN ABOVE MAIN ENTRY DOORS WITH 1 HIGH LETTERING STATING PHIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." ..' - �'�t� IMII�hJIr11l • THERMAL R- VALUES �, _ • r a w CONSULT SPECIFICATIONS 8 MECHANICAL DOCUMENTS FOR REQUIRED THERMAL VALUES, AS A MINIMUM: n_� � Am R 21 -ROOF R19-WALLS j 1 �• \ - - - • IL R10 -SLAB PERIMETER 1 IMP 5 swam Die *vo $ DU to OZ::.: {;:.�:- � . *A NOW or aw ad*W cob or so EN Si L I F7"• .`• I '�. ... AIM r _ t coq► a�V ,j .� • .. NOT TO SCALE ARCHITE SEE OTHER DESIGN DISCIPLINE FOR ADDITIONAL ABBREVIATIONS AR S YMBOL S ACOUS ACOUSTICAL EXH EXHAUST M H. MANHOLE SAM. SIMILAR ADJ ADJUSTABLE, ADJACENT EXIST. EXISTING MIN MINIMUM A.F.F. ABOVE FINISHED FLOOR EXP. EXPANSION MISC MISCELLANEOUS (SLAB) EXT EXTERIOR M.O. MASONRY OPENING S.I.O. SUPPLIED & INSTALLED BY OWNER SYMBOLS ALUM ALUMINUM F.D. FLOOR DRAIN M R. MOISTURE RESISTANT S.I.V. SUPPLIED & INSTALLED BY VENDOR MATERIALS ANOO. ANODIZED FDN. FOUNDATION MULL. MULLION S.O.I.C. SUPPLIED BY OWNER DETAIL NORTH ARROW APPROX. APPROXIMATE FF FACTORY FINISH MTO. MOUNTED INSTALLED BY CONTRACTOR DETAIL IDENTIFICATION Q GYPSUM BOARD BD BOARD FMS FLAT HEAD SCREW MTG MOUNTING SPECS. SPECIFIED PROJECT NORTH BLDG. BUILDING FL. FLOOR N.1 C. NOT IN CONTRACT so SQUARE CUT LINE - DEFINES THE ARROW REVISION CLOUD CONCRETE BLK BLOCK F.I.O. FURNISHED t INSTALLED T DETAILED ELEMENT D DELTA BLK'G BLOCKING B 2 Y OWNER NOM NOMINA`- B.S. SERVICE SINK, SAKI . AR'Y SEWER 3 AN N.T.S NOT TO SCALE BST STAINLESS STEEL TRUE NORTH EARTH OA SM. BEAM FIN. FINISH STD. STANDARD SHEET MiERE INDICATOR SOT. SOTTOM F.R.P.P FIBER REINFORCED PLASTIC . OVERALL 0� O.C. ON CENTER STL. STEEL DRAWN GRAVEL BTWN. BETWEEN PANEL(S) O.M OVERHEAD BTRUCT. STRUCTURE, STRUCTURAL DOOR MARK NY4' A.F.F. WORK, CONTROL DOOR CODE - OR DATUM POINT ® CMU OR BRICK CB CA TCH BASIN FRT. FIRE RETARDANT TREATED OP G. OPENING SUSP. SUSPENDED _ WALL SECTION C.G. CORNER GUARD FTG FOOTING OPP OPPOSITE SYS. SYSTEM REFER TO DETAIN. IDENTIFICATION PLYWOOD ® C.I. CAST IRON OA GAUGE PTN PARTITION T TREAD, TOP SCHEDULE C.LP. CAST IN PLACE GAIV. GALVANIZED PERP. PERPENDICULAR T.O.J. TOP OF JOIST CUT LINE - DEFINES THE / SLOPE DOWN W DATUM MARK DETAILED E � C.1.. CENTER LINE, G.C. GENERAL CONTRACTOR PL. PLATE, PROPERTY LINE ELEMENT WINDOW, RELRE OR 1Je" PER FOOT RIGID INSULATION T.O.M. TOP OF MASONRY 2 GATT INSULATION CL CLEAR . E/� GM GYPSUM WALL80ARD, PLAS. WW PLASTIC LAMINATE T.O.P TOP OF PARAPET 7.01 LOUVER MARK CLG. CEILING GYPSUM BOARD PLYWO PLYWOOD T.O.S. TOP OF STEEL ~ -$MEET WHERE DRAWN WINDOW WOOD MEMBER CONC. CMU CONCRETE MASONRY UNIT H.B. HOSE BIBS PLOG PLUMBING T.O.W. TOP OF WALL e � _TO NUMBER - REFER SPRINKLER MAIN ® COL. COLUMN M.C. HAND CAPPED PNL. PANEL, PANELING T&B TOP IL BOTTrW SCHEDULE � � .� f� ...� ..�. M.M HOLLOW METAL TEL. TELEPHONE CONCRETE PR. PAIR BUILDING SECTION W000 BLOCKING CONT. CONTINUOUS HORIZ HORIZONTAL PROJ PROJECT TEMP TEMPERED DETAIL IDENTIFICATION EQUIPMENT MARK OO FIN MT. HE*HT �- PROPERTY LINE ® LSHED WOO C "TR HEATER VALVE T.G. TEMPERS GLASS 6 NUMBER - REFER J C 0 N . CERAMIC TILE CONTRACTOR CONSTRUCTION PT. POINT TYP. TYPICAL 3'01 TO SCHEDULE DSL DOUBLE INT. INTERIOR Q.T. QUARRY TILE UTIL. UTILITY FENCE C.T. . A SHEET WHERE DRAWN 24 ACOU$TK.AL TE.E T. INSUL. INSULATION PRV PR LTA# DNA. DIMENSION JTAM. JOINT,JOINTS QTR. QUARTER U.B.C. UNIFORM BUILDING CODE ROOM MARK -* • • *--� • ® STEEL OIL. DETAIL L. LONG, LENGTH U.N.O. UNLESS NOTED OTHERWISE EXTERIOR ELEVATION LAM. LAMINATE, LAMINATED R.C.P. 4G -ROOM NAME REFLECTED CES2 DETAIL IDENTIFICATION O.F. PRINKING FOUNTAIN LAM. VINYL COMPOSITION TILE l�- ' ® ALUMINUM DOWNSPOUT L.F. LINEAR FOOT. LINEAL FOOT PLAN VERT. VERTICAL a ROOM NUMBER _ DWG. DRAWING L10. LIQUID R.D. ROOF DRAIN V.I.F. VERIFY IN FIELD A3.02 SHEET WHERE DRAWN E.I.F.S. LT.WT. LIGHT WEIGHT EACH MAS. MASONRY R.L. RAIN LEADER W/ WnH E.F.S. EXTERIOR FINISH SYSTEM MAX. MAXIMUM RECD. RECEIVED WHO WITHOUT INTERIOR ELEVATION ` COLUMN GRIDS SOUND INSULATION E.1-F.S. EXTERIOR INSULATION 8 M.B.S. METAL BUILDING SUPPLIER REFRIG. REFRIGERATOR WD. W000 _ FINISH SYSTEM REINF. REINFORCING WOW. WINDOW DETAIN IDENTIFICATION ELEV. ELEVATION, ELEVATOR MECH. MECHANICAL REQ'D• REQUIRED W P. WATERPROOF r ELEC. ELECTRICAL MET!. MEZZANINE R.O. ROUGH OPENING W.R. WATER RESISTANT ENCL. ENCLOSURE MTL. METAL W.W.F. WEIGHT SHEET WHERE DRAWN EO EQUAL MFG MANUFACTURING SSCHEDULE .W.F. WELDED WIRE FABRIC MFR. iMANUFACTURER S.C. •C• IIOLIO CORE $HT. t3FIEET V.D. YARD DRAIN J CKSO N.: cow$ Touc1 DEAN � GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1110 112TH AVE. NE I SUITE SW BELLEVUE, WA 1 90004 t 425.463.2000 1 f 425.463.2002 Muly WjG2.c0m � r t 0 4' V 9 6' 32' MITCHELL C SMITH, ARCHITECT AL ROND L. MADDOX, ARCHITECT "T5 RiG!StEAf 0 • mumwwvw 4"ftcul An nre nN.r% %o W of to dam~ "my to fewad wow in "" or M mV mms u6miA rrmdmW M w 0 *am 6ur..i"2 AicNMK&n u DATE : DESCRIPTION /91/2004 PERMIT SUBMISSION cp 1 27-04 REVISIONS PER CITY COMMENTS 04-011001 PM- CLIFF HASERT DRAWN: TITLE SHEET TS1 901 . •- - -_ ._.� -- - - .. �, .. .� _ .....�..__ �......... - - �..,�,..._ ....-...-. aL ..�.•-- :y--- .+.- �rra►.+.wi -.�.. w ....1►" ...� ....r-- .. -... -s ....►.....� a' ..� �S 12 10 r J ACKSO : C ONSTRUCTION DEAN' GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1110 112TH AVE- NE I SUITE 500 BELLEVUE, WA 1 99004 t425-463.2000 1 f425.463.2002 MulvannyG2.00m (+ 46 OCCUPANTS MEZZ.) SCALE: 1/8" = V- On CODE ANALYSIS BUILDING STATISTICS EGRESS SUMMARY APPLICABLE MALO G CODE: 1ST FLOOR AREA: 5,462 SQ. F r. TOTAL OCCUPANTS: 1. WASHINGTON BUILDING CODE 2. 2003 INTERNATIONAL BUILDING CODE (IBC) MEZZANINE AREA 2.941 SO FT 1ST FLOOR ARE& 55JQ94 OCCUPANTS 3. 2003 INTERNATIONAL MECHANICAL CODE 4. 2002 NATIONAL ELECTRICAL CODE NUMBER OF STORIES 2 MEZZANINE AREA 00 TOTAL OCCUPANTS (44 CONF * N OFFICE) S. 2003 INTERNATIONAL PLUMBING CODE 0. 2003 INTERNATIONAL FIRE CODE MAX BUILD�IG HEIGHT (ABOVE FLOOR) 30' TOTAL OCCUPANTS • 136 7. 2003 WASHINGTON STATE ENERGY CODE W/2003 SEATTLE SUPPLEMENTS AUTOMATIC FIRE SPRINKLER SYSTEM YES EGRESS WIDTH PER PERSON: 02 (IBC) S. 2003 WASHINGTON STATE BARRIER FREE REGULATIONS 0. FEDERAL GUIDELINES OF THE AMERWANS WITH DISABILITIES ACT F/tE ALARM SYSTEM YES NEGUIiED EGRESS WIDTH (IN INCHES): 71.1', 2 EXITS MINIMUM EACH OCCUPANCY CLASSIFIATION BUSINESS -GROUP B AT 31' MINIMUM WAREHOUBEMTORAGE -GADUP S-2 TYPE OF CONSTRUCTION: TYPE V4I ACTUAL EGRESS WIDTH (IN INCHES): 3 EXITS X 36' =1W MAXIMUM NUMBER OF STORES: 2 LEGEND MAXIMUM ALLOWABLE IRALO NG HEIGHT: 31Y EXIT SIGN, ARROW INDICATES DIRECTION OF TRAVEL M MR SEPERATION R �E FM CODE A p"oWEID �p 2 g 2004 Cull Tvk0la BUIt�LNG DIVISION �j i rAMI L L I j _ , IM 0 4' 8' 16' 32' MITCHELL C. SMITH, ARCHITECT RONALD L. MADDOX, ARCHITECT 4475 REGiSrERED 4 X 1T 4i WASHINGTON N ft" mm wvw No Cwt d*Ir moROwf eAy at Irproduwtl in wy tm or ay wip nww.w wA pwrfwam in op vo dsn M OVW Abweaw v DATE DESCRIPTION Y /Ii�r2 0041 PERMIT SUBMISSION f 1 IM27.041REVISIONS PER CRY COMMENTS 04-011041 PM: CLIFF MASERT DRAWN: - N EGRESS PLAN AND CODE DATA "G1.01 v � r oto i-t: IItV = 1 - U - (+ OCCUPANTS FROM MM.) 1ST LEVEL EXITING P LAN �, .. At_tyss.._*. %,- 00700 - CONTRACT CONDITIONS 06100 ROUGH CARPENTRY ' 1. THE ALA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA DOCUMENT A201.07) AND 4 COMPATIBILITY OF OPTIONS IF CONTRACTOR U GIVEN OPTION OF SELECTING BETWEEN TWO OR MORE 1. PROVIDE WOOD FOR SUPPORT OR ATTACHMENT OF OTHER WORK INCLUDING ROOFTOP EQUIPMENT T, FIRE -RATED DOORS CONSTRUCTION AND CORE SPECIFIED MOVE FOR TYPE OF FACE i4DIC,ATED OR 0. APPLY ADDITIONAL COATS AND BARRIER COATS WHEN UNDERCOATS, STAINS, OR OTHER CONDITIONS SUPPLEMENTAL CONDITIONS ARE PROVIDED UNDER SEPARATE COMER, AND ARE INCORPORATED INTO PRODUCTS FOR USE ON PROJECT, PRODUCT SELECTED SHALL BE COMPATIBLE WITH PRODUCTS CURBS AND SUPPORT BASES. CANT STRIPS, SUCKS, NAILER$, $LOCKING, FURRING. GROUNDS, MANUFACTURER'S STANDARD MINERAL -CORE CONSTRUCTION AS NEEDED TO PROVIDE FWE RATING SHOW THROUGH FINAL COAT OF PAINT UNTIL PAINT FILM IS OF UNIFORM SHEEN, FIN COLOR, AND THESE SPECIFICATIONS BY REFERENCE. WHERE ANY PART OF THE CONTRACT DOCUMENTS IS PREVIOUSLY SELECTED, EVEN IF PREVIOUSLY SELECTED PRODUCTS WERE ALSO OPTIONS. STRIPPING AND SIMILAR MEMBERS. PROVIDE LUMBER OF SITES INDICATED , WORKED INTO SHAPES IND APPEARANCE INCONSISTENT WITH THESE CONDITIONS OF THE CONTRACT, THE CONDITIONS OF THE CONTRACT SHALL G PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM FINISH, FASTENERS, AND OTHER ITEMS SHOWN • A. EDGE CONSTRUCTION INTUMESCENT SEALS CONCEALED BY OUTER STILE MATCHING FACE VENEER, CREVICES, WELD IV SP ECIAL ATTENTION TO EXPOSED FASTENER SURE T HAT A SUR INCLUDING EO THAT GOVERN NEEDED FOR A COMPLETE INSTALLATION FOR THE INDICATED USE AND EFFECT. I. MO ISTU R E CONTENT: 19 PERCENT MAXIMUM FOR LUMBER ITEMS, IICL-UUDING ITEMS TO RECEIVE WOOD AND LAMINATED BACKING FOR IMPROVED SCREW - HOLDING CAPABILITY AND SPLIT RESISTANCE. !. QEFI1ITgN8 b. PROVIDE STANDARD PRODUCTS IF AVAILABLE, AN') UNLESS CUSTOM PRODUCTS OR NONSTANDARD PRESERVATIVE TREATMENT OR FIRE RETARDANT TREATMENT OF FLAT SURFACES. GOATEE BY OTHERS. CLEAN AND TOUCH-UP PRIME PAINT WELDS S FURNISH F B. PAIRS FOGIES AND ASTRAGALS WITH INTUMESCENT SEALS FOR PAIp9 OF NISH COATS, APPLY A PRIME COAT OF MATERIAL AS RECOMMENCED BY THE 10. BEFORE APPLICATION OF FI OPTIONS ARE SPECIFIED, PROVIDE STANDARD PR )DUCTS OF THE TYPES THAT HAVE BEEN PRODUCED I. GRADE STANDARD GRADE LI GHT FRAMING SIZE LUMBER OF ANY SPECIES OR BOARD SIZE LUMBER AS PAIR -RATED DOORS, UNLESS OTHERWISE INDICATED MANUFACTURER TO MATERIAL THAT 18 REQUIRED TO BE PAINTED OR FINISHED AND HAS NOT SEEN A ASSEMBLY, MEANS AT SUPPLY AND SIMILAR PE A PROJECT SITE, READY FOR UNLOADING, UNPACKING. AND USED SUCCESSFULLY IN SIMILAR SITUATION;+ ON OTHER PROJECTS. REQUIRED. NO. 3 COMMON OR STANDARD GRADE BOARDS PER 31010, WC.LIS OR WWPA RULES SHOWING THE PRIME AND OTHER DAMAGED AREAS ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS APPLICABLE TO AGENCY UNDER WHICH LUMBER IS GRADED C. THE pOC� AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION 1. THE OWNER RESERVER THE RIGHT TO THE SELECTION TO PRODUCTS WITH WARRANTIES NOT IN LE • `INSTALL~ MEANS TO UNLOAD PROVIDE TEMPORARY STORAGE AT THE SITE, UNPACK, ASSEMBLE, CONFLICT WITH REQUIREMENTS OF THE CONTRA:T DOCUMENTS. 4. PLYWOOD BACKING PANELS: FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT, PROVIDE RATING THEREOF, FOLLOWED BY THE LETTER "S', THE NAME OF THE MANUFACTURER AND THE OF SHOP PRIMED ITEMS. ERECT, PLACE, ANCHOR, APPLY WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR 8 WHERE PRODUCTS ARE ACCOMPANIED BY THE TE RM'A.'G SELECTED' ARCHITECT WILL MAKE SELECTION. FIRE - RETARDANT TREATED PLYWOOD PANELS WITH GRADE DESIGNATION, APA C-D PLUGGED INT WITH IDENTIFICATION OF THE SERVICE CONDUCTING THE INSPECTION OF MATERIALS AND WORKMANSHIP AT 11. COMPLETELY COVER TO PROVIDE AN OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, DOLOR, OPERATIONS TO PROVIDE THE WORK REQUIRED BY THE CONTRACT DOCUMENTS. , THE FACTORY DURING FABRICATION AND ASSEMBLY. EXTERIOR GLUE, IN THICKNESS INDICATED, OR, IF NOT OTHERWISE INDICATED, NOT LESS THAN 314 -INCH , AND COVERAGE. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, 9. WHERE PRODUCTS ARE ACCOMPANIED BY THE TE RM "MATCH SAMPLE', SAMPLE 16 ARCHITECT'S. I. BLOCKING' FOR MINERAL -CORE DOORS USE COMPOSITE BLOCKING WITH IMPROVED SCREW-HOLDING ROPINESS, OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. C. "OVDE": MEANS TO FURNISH AND INSTALL, COMPLETE, AND READY FOR THE INTENDED USE 5. FIRE - RETARDANT TREATMENT: WHERE FIREAETARDANT TREATED WOOD IS REQUIRED BY CAPABILITY TO PROVIDE A MINIMUM 5W LB SCREW WITHDRAWAL RESISTANCE PER ASTM D 143MMWDA 12. PAINT INTERIOR SURFACES OF DUCTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES, WITH A FLAT, S. ALL COMMUNICATIONS FROM OWNER RELATIVE TO CHANGFS IN THE WORK WILL BE THROUGH 10. DESCRIPTIVE, PERFORMANCE, AND REFERENCE a TANDARD REQUIREMENTS IN THE SPECIFICATIONS CONSTRUCTION TYPE, PRESSURE IMPREGNATE LUMBER AND PLYWOOD WITH FIREAETARDANT TM-10 (NOW PUBLISHED BY WD MA) AND MINIMUM 200,000 SLAM CYCLES PER ANSI A 151.1MWWDA TM-7 NONSPECULAR BLACK PAINT ARCHITECT TO CONTRACTOR. IF CONTRACTOR C LAIMS THAT A REVISION TO CONTRACT DOCUMENTS ESTABLISH `SALIENT CHARACTERISTICS` OF PRODUCTS CHEMICALS TO COMPLY WITH AWPA C20 AND C27, RESPECTIVELY. (NOW PUBLISHED BY WDMA) WITHOUT FAILURE 13. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED INVOLVES EXTRA COST, CONTRACTOR SHALL SUBMIT WRITTEN NOTICE TO THE ARCHITECT WITHIN 30 11. VERIFY PRIOR TO BIDDING THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR INSTALLATION TO I. PRESERVATIVE TREATMENT: PRESSURE PRESERVATIVE TREAT ALL ROOF CURBS, NAWLERS AND b FINISH DOORS AT FACTORY THAT ARE INDICATED TO RECEM= TRANSPARENT FINISH. FIELD FINISH SURFACES. DAYS AFTER RFCE PT OF SUCH INSTRUCTIONS. NO CHANGE IN THE WORK SHALL BE PERF ORMED ASSURE COMPLETION OF THE PROJECT WITHIN THIS TIME REQUIRED BY THE CONTRACT DOCUMENTS. BLOCKING WITH EXTERIOR EXPOSURE AND EXTERIOR ITEMS IN CONTACT WITH CONCRETE OR MASONRY 44. DRYWALL STIPPLE ENAMEL FINISH: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE WITH AMMONUG4, OR AMINE, COPPER QUAT (ACQ) IN ACCORDANCE WITH AWPA C2 (LUMBER) AND DOORS INDICATED TO RECEIVE OPAQUE FINISH. PROVIDE PREMIUM GRADE FINISH EQUAL TO NWWDA 'ORANGE -PEEL' TEXTURE. LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS, IRREGULARITY IN TEXTURE, RNC?l,R A VALID CHANCE ORDER COVERING THE SCOPE OF THE CHANGE AND SIGNED BY THE OWNER 12. COSTS FOR DELAYS BECAUSE OF NON- AVA1lJABILITY OF SPECIFIED ITEMS, MIEN SUCH DELAYS COULD CAH ARCHITECT'S APPROVED APPRO V SAMPLE gDp MARKS, OR OTHER SURFACE IMPERFECTIONS. ED AR N 810 VARNISH APPf10 4. BY ENTERING INTO THIS AGREEMENT WITH THE OWNER, THE CONTRACTOR REPRESENTS THAT HE HAS HAVE BEEN AVOIDED B CONTRACTOR, WILL BE B ORNE BY THE CONTRACTOR AWPA C9 (PLYWOOD). 4 CONVERSION V A NISI MATCH VISITED THE JOB SITE, FAMILL4MZED HIMSELF WITH EXISTING CONDITIONS, AND NOTED DISCREPANCIES 10. 1.8.1 STAND INSTALL DOORS SYSTEM TR R- COMPLY �NtITA+ W U ACTLO '8 WRITTEN FIRE- RATED DOORS IN INST ST C TIONS, RE E FERENCED QUALITY FIRE -RATED FRAMES P 15 FINISH EXTERIOR DOORS ON TOPS, BOTTOMS, AND SIDE EDGES SAME AS EXTERIOR FACES. BETWEEN EXISTING CONDITIONS AND THOSE OF THE CONTRACT DOCUMENTS. 01601 SUBST ITUTIONS: 06400 ARCHITECTURAL WOODWORK STANDARD, AND AS A CC O RDING TO NFPA $0. OI 5. SUBMIT A COMPLETE WRITTEN DESCRIPTION OF THE SCOPE OF EACH CHANGE IN THE WORK INCLUDING 1. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE ARCHITECT, IN WRITING OF ANY 1. QUALITY STANDARDS: COMPLY WITH ONE OF THE FOLLOWING: ROOM NUMBERS AFFECTED. PREPARE QUOTATIONS FOR PROPOSED CHANGES IN THE WORK IN A SPECIFIED MATERIAL OR EQUIPMENT THAT IS EITHE R UNAVAILABLE OR WILL CAUSE A DELAY IN THE A. AWI'S'ARCHITECTURAL WOODWORK QUALITY STANDARDS' FOR GRADES OF INTERIOR ARCHITECTURAL 'BREA -DOWN' FORM, GIVING THE NUMBER OF UNITS, UNIT COST OF MATERIALS, HOURS OF LABOR, COMPLETION OF CONSTRUCTION. ` WOODWORK, CONSTRUCTION, FINISHES, AND OTHER REQUIREMENTS. PROVIDE ANA CERTIFICATION 0871 O DOOR HARDWARE HOURLY CTI OF LABOR, TOOLS, SUPPLIES. EQUIPMENT, TRANSPORTATION, SUPERINTENDENTS, 2. PROPOSED REVISIONS SHALL BE SUBMITTED IN THE CORM OF A WRITTEN CHANGE ORDER TO BE LABELS OR COMPLIANCE CERTIFICATE INDICATING THAT COMPLIES WITH REQUIREMENTS , CONSTRUCTION FACILITIES AND TEMPORARY CONTRO _5 OF EVERY NATURE, INSURANCE, TAXES, TT W I. PROVIDE COMMERCIAL DOOR HARDWARE FOR OPENINGS SHOWN. BONDS, ALL OTHER OVERHEAD COSTS AND PROFIT, AND SHILL REFLECT CREDITS AS WELL AS EXTRAS 'APPROVED AND AUTHORIZED BY ARCHITECT AND OWNER PRIOR TO START OF PROPOSED WORK. OF GRADES SPECIFIED. R COORDINATION: COORDINATE POOR HARDWARE WITH OTHER WORK. FURNISH SHOP DRAWINGS OF ? 11. WIC$ 'MANUAL OF MILLWORK' FOR GRADES OF INTERIOR ARCHITECTURAL. WOODWORK, OTHER WORK WHERE REQUIRED OR REQUESTED TO COORDINATE INSTALLATION. . ; : s S. CONTRACTOR 3HA _L MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS ON SITE CONSTRUCTION, FINISHES, AND OTHER REQUIREMENTS. PROVIDE WIC - CERTIFIED COMPLWrCE fl i DURING CONSTRUCTION FOR USE OF ALL TRADES, ENSURE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR CERTIFICATE INDICATING THAT WOODWORK COMPLIES WITH REQUIREMENTS OF GRADES SPECIFIED. ,�. PREPARE DOOR HARDWARE SCHEDULE UNDER THE SUPERVISION OF SUPPLIER, DETAILING FABRICATION I t r COORDINATION OF ALL WORK AND ASSEMBLY OF DOOR HARDWARE, AS WELL AS PROCEDURES AUVO DIAGRAMS. COORDINATE THE FINAL DOOR HARDWARE SCHEDULE WITH DOORS, FRAMES, AND RELATED WORK TO ENSURE PROPER r PROVIDE WIC - CERTIFIED COMPLIANCE CERTIFICATE FOR INSTALLATION. T. THE OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANCES BY 01602 DATE SENSITIVE EQUIPMENT COMPLIANCE 2. PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS of THE REFERENCED PRODUCT STANDARDS SIZE, THI CKNESS, HIND, FUNCTION, AND FINISH of DOOR HARDWARE. ALTERING, ADDING TG, OR DEDUCTING FROM THE WORK. CONTRACT SUM AND CLAIMS FOR EXTENSION FOR GRADE INDICATED. . OF TIME WILL BE ADJUSTED IN ACCORDANCE WITH CONTRACT CONDITIONS RELATIVE TO CHANGES IN 1 DEFINITION: DATE SENSITIVE EQUIPMENT INCLUDES EQUIPMENT, SYSTEMS AND COMPONENTS THEREOF 3. HARD9CURD: ANSIAHA A135.4. A. FORMAT: COMPLY WITH SCHEDULING SEQUENCE AND VERTICAL FORMAT IN DHN'8'8EQUENNCE AND , THE WORK CHANGES IN THE W SHALL BE PROVIDED IN ACCORDANCE WITH THE CONTRACT WHICH RELY ON OR UTILIZE COMPUTERS, SUBSYSTEMS, HARDWARE, SOFTWARE, FIRMWARE, INCLUDING FORMAT FOR THE HARDWARE SCHEDULE.' ;) DOCUMENTS EMBEDDED CHIP SYSTEMS OR COMPONENTS, WHICH PROCESS, SEQUENCE, CALCULATE, UTILIZE, OR IN 4. MEDIUM DENSITY FIBERBOARD (MDF): ANSI A208.2; FORMALDEHYDE FREE. f N. ORGANIZATION: ORGANIZE THE DOOR HARDWARE SCHEDULE INTO DOOR HARDWARE SETS INDICATING 8 ANY FASHION ARE AFFECTED IN FUNCTION OR Of-RATION E RATION BY DATE AND GATE RELATED OR TI AND . SECTIONS OF DIVISION 1 GENERAL REQUIREMENTS, GOVERN THE EXECUTION OF THE WORK OF ALL TIME RELATED DATA, INCLUDING THE PASSAGE OF TIME. 5. PARTICLEBOARD: NOT ALLOWED. , " . i , SECTIONS OF THE SPECIFICATIONS. 2. DATE SENSITIVE EQUIPMENT, SYSTEMS AND COMPONENTS THEREOF MUST INDIVIDUALLY AND IN 8• SOFTWOOD PLYWOOD: Ps 1. C. PROVIDE COMPLETE HARDWARE SETS FOR ALL OPENIGS SHOWN, COMPLETE DESIGNATIONS OF EVERY REM REQUIRED FOR EACH DOOR OR OPENING. OWN, IN COMPLIANCE WITH LOCAL CODES COMBINATION PROPERLY FUNCTION AND CONTINUE TO CORRECTLY PROCESS SEQUENCE AND UTILIZE 7. FORMALDEHYDE EMISSION LEVELS: PROVIDE FORMALDEHYDE FREE MATERIALS. AND INDUSTRY STANDARDS. 01110 - SUMMARY OF WORK DATE AND TIME RELATED DATA FOR ALL DATES AND TIMES, WHICH OCCUR DURING A REASONABLE LIFE B. FABRICATION: COMPLY MATH DETAILS AND CONSTRUCTION TYPES INDICATED. 1) WHERE REQUIRED TO MATCH EXISTING BUILDING ITEMS, PROVIDE MANUFACTURERS AND PRODUCTS ' 1 PROVIDE WORK IN ACCORDANCE WITH REQUIREMENTS OF THE 'AMERICANS WITH DISABILITIES ACT- EXPECTANCY FOR SAID EQUIPMENT, SYSTEMS AND COMPONENTS THEREOF. 9. CABINET HARDWARE AND ACCESSORY MATERIALS: AS INDICATED ON DRAWINGS AND SCHEDULES THAT MATCH BUILDING STANDARD. . � . INCLUDING LATEST AMENDMENTS. WHERE WORK SHOWN DOES NOT COMPLY WITH THE ADA, S. CORRECTLY PROCESS, SEQUENCE, AND CALCULATE ALL DATE AND DATE RELATED DATA FOR ALL DATES 10. FACTORY FINISHING OF INTERIOR ARCHITECTURAL WOODWORK E. COORDINATE DOOR FUNCTION AND KEYING WITH TENANT / OWNER. , I . � I • � . (RDA), � WILT THE EFFECTED WORK AND REQUEST WRITTEN INSTRUCTIONS FROM THE ARCHITECT PRIOR TO PRIOR TO, THROUGH AND AFTER JANUARY 1. 2000. INCLUDING LEAP YEAR CALCULATIONS. /l AN SECTION 1500, UNLESS OTHERWISE INDICATED. 4 FIRE -RATED DOOR ASSEMBLIES: PROVIDE DOOR HARDWARE FOR ASSEMBLIES COMPLYING WITH NFPA Q �► PROCEEDING. 4. SOFTWARE PRODUCTS THAT PROCESS DATE OR DATE RELATED DATA SHALL RECOGNIZE, STORE AND $. WIC SECTION 1, 'GENERAL INFORMATION - TECHNICAL BULLETIN', REQUIREMENTS FOR'FACTORY 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO f» 2. IDENTIFY TOILET FACILITIES WITH SIGNAGE COMPLYING WITH THE INTERNATIONAL SYMBOL OF TRANSMIT DATE DATA IN A FORMAT WHICH EXPLICITLY AND UNAMBIGUOUSLY SPECIFIES THE CORRECT FINN NNG OF MILLWORK! AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED, BASED ON TESTING ACCORDING TO �, ACCESSIBILITY (IBC CHAPTER 11). PROVIDE SATIN ALUMINUM SIGNS WITH BLACK LETTERING AND CENTURY. I NFPA 252. 'r" SYMBOLS. C. GRADE: CUSTOM. $. SUPPLER QUALIFICATIONS: DOOR HARDWARE SUPPLIER WITH WAREHOUSING FACILITIES IN PROJECTS "; � r 5. CONTRACTOR SHALL INCLUDE THIS REQUIREMENT IN ALL SUB- CONTRACTS AND EQUIPMENT ORDERS 3. THE PATH OF TRAVEL FROM THE DESIGNATED HANDICAP PARKIN NV G SPACES AND THE PUBLIC SIDEWALK FOR THIS PROJECT. 0. FINISH: AIM SYSTEM TR-4, CONVERSION VARNISH; WIC SYSTEM 02, CONVERSION VARNISH. VICINITY AND WHO IS OR EMPLOYS A QUALIFIED ARCHITECTURAL HARDWARE CONSULTANT, AVAILABLE r rt � , AN PROVIDES A FREE D UNOBSTRUCTED PASSAGE FOR ACCESS TO AND EGRESS FROM THE AREA OF 6. SUBMITTALS. PROVIDE CERTIFICATION FROM SUPPLIERS AND SUB - CONTRACTORS PROVIDING DATE . E STAINING, EFFECT, SHEEN: TO MATCH APPROVED SAMPLES. I,,, pDURING l/1 HE COURSE OF THE WORK TO CONSULT WITH CONTRACTOR, ARCHITECT, ARE AND KEYING. AND OWNER ABOUT , ,� WORK. HARDWARE ' 4. MOUNT LIGHT AND CONTROL SWITCHES NOT MORE THAN 4- FEET -0- INCHES ABOVE FINISHED FLOOR OR SENSITIVE EQUIPMENT, SYSTEMS, AND SOFTWARE THAT THE PROPOSED EQUIPMENT, COCOMPONENTS 11. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED O WORKING LEVEL. AND SYSTEMS COMPLY WITH THESE REQUIREMENTS. _ 8 INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. DO � USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1184NCH IN B- FEET- 04NCHES FOR PLUMS AND NOT INSTALL SURFACE - MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES 5. PROVIDE DOORS NOT LESS THAN 3-FEET-0-INCH WIDE BY 6-FEET $-INCHES IN HIGH. LEVEL (INCLUDING TOPS} AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES. COMPLY . 11 *� 6. PROVIDE FLOORS AND LANDINGS LOCATED AT A DOORWAYS NOT MORE THAN 1R -INCH LOWER THAN THE WITH INSTALLATION REQUIREMENTS ESTABLISHED BY REFERENCED STANDARDS. I VOLVED. SET UNIT'S LEVEL, PLUMB, AND TRUE TO LINE AND LOCATION. ADJUST ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND OPERATION AND REINFORCE , r - TOP OF THE THRESHOLD. PROVIDE THRESHOLDS WITH 1/4 -INCH MAXIMUM VERTICAL EDGE AND WITH A --- - / ;e CHANGE IN LEVEL NOT GREATER THAN 1:2. 01701 CONSTRUCTION LAYOUT D7841 THROUGH- PENETRATION FIRESTOP 09260 GYPSUM BOARD ASSEMBLIES ;' t *" l 7. PROVIDE A CLEAR AND LEVEL AREA ON EACH SIDE OF EXIT DOORS WITH A LENGTH OF AT LEAST 1. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SYSTEMS FIRESTOPPING h 1. FIRE -TEST- RESPONSE CHARACTERISTICS: PROVIDE MATERIALS AND IDENTICAL TO '� ' � . ;{ WINCHES IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48- INCHES IN T OPPOSITE SCALE DETAILS. DIRECTION, MEASURED AT RIGHT ANGLE TO DOOR IN !TS CLOSED POSITION. 2, INFORM ARCHITECT WHEN CHALK LINE LAYOUT OF PARTITIONS IS COMPLETED SO THAT R CAN BE THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BY AN INDEPENDENT TESTING AND .� w 1 • PROVIDE RATED SYSTEMS AT PENETRATIONS OF RATED CONSTRUCTION. •. INSPECTING AGENCY. , , I� S. PROVIDE LEVER TYPE HARDWARE COMPLYING W;TH ADA REQUIREMENTS VERIFIED. MAKE REQUIRED CHANCES PRIOR TO START OF 2. PERFORMANCE REQUIREMENTS: 2. SOUND TRANSMISSION CHARACTERISTICS: PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO AND RECOMMENDATIONS FOR INSTALLING 9. PROVIDE BOTTOM 10- INCHES OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, WITH A SMOOTH, 3. SUPPLY ALL NECESSARY INFORMATION ON REQUIRED CUTOUTS FOR PLUMBING FIXTURES TO MILLWORK A F- RATINGS: PROVIDE FIRESTOP SYSTEMS WITH F- RATINGS EQUALING OR EXCEEDING FIRE- RESISTAMM THIOSE TESTED IN ASSEMBLY INOICAT'ED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO CONTRACTOR _ , UNINTERRUPTED SURFACE. RUTTING OF CONSTRUCTIONS PENETRATED AS DETERMINED PER ASTM E 814. ,ABTA E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY. '� *' 1B. T- RATINGS: PROVIDE FIRESTOP SYSTEMS WITH T- RATINGS REQUIRED, AS WELL AS F- RATINGS, I 10. PROVIDE EXIT DOORS TO SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 4. DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED IN CENTER OF R 3. MI STEEL FRAMING: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED METAL COMPLYING WITH r , MORE THAN 50 (IBC DETERMINE CHAPTER 10). ROOM OR 4' FROM ADJOINING PARTITION AS SHOWN. 0 PER ASTM E 8 14 , WHERE SYSTEMS PROTECT PENETRATING ITEMS WITH POTENTIAL TO ASTM C 845 REQUIREMENTS ASTM A 8631A 863M, G80 (2180) HOT-0IP GALVANIZED ZINC COATING. - v . 11. ARRANGE EXIT DOORS TO OPERATE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL CONTACT ADJACENT MATERIALS IN OCCUPIABLE IABLE FLOOR AREAS INCLUDING, BUT NOT LIMITED, TO THE , ` KNOWLEDGE OR EFFORT. USE ONLY SPECIAL LOCKING DEVICES OF AN APPROVED TYPE. PROVIDE EXIT 01702 EXECUTION FOLLOWING: 4. GRID SUSPENSION SYSTEM FOR INTERIOR CEILINGS: ASTM C 645, DIRECT -HUNG SYSTEM COMPOSED OF �•`` 1. COMPLY WITH (MANUFACTURER'S DOOR CLOSERS ADJUSTED SO THAT THE DOOR TAKES AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN WRITTEN INSTRUCTIONS 1. PENETRATION$ LOCATED OUTSIDE WALL CAVITIES. MAIN BEAMS AND CROSS - FURRING MEMBERS THAT INTERLOCK. .r 1 1 POSITION OF 70 DEGREES TO WITHIN 3- INCHES OF THE LATCH. 6. GYPSUM WALLBOARD: ABTA C 38, TYPE AND THICKNESS NDK.ATED. ' PRODUCTS IN APPLICATIONS INDICATED. 9. PENETRATIONS LOCATED OUTSIDE FIRE -RESISTIVE SWIFT ENCLOSURES. ;° f. 2. ENSURE THAT INSTALLATION CONFORMS TO BUILDING CO DE REQUIREMENTS. TH MAT ERIALS 3. PENETRATIONS LOCATED IN CONSTRUCTION CONTAINING FIRE - PROTECTION -RATED OPENINGS. I5. WATER - RESISTANT GYPSUM BACKING BOARD: ASTM C IN= 630M, WITH CORE TYPE AND IN THICKNESS I •',} INTENDED 01310 PROJECT MANAGEMENT AND COORDINATION IE T 4. PENETRATING ITEMS LARGER THAN 4 -INCH- (IOMWA -) DIAMETER NOMINAL PIPE OR 16 So. IN. . NI'IO TED' A jy 1. FORWARD COPIES OF EXECUTED PERMITS TO ARCHITECT. DISCREPANCIES A BETWEENTHE CONST DOCUMENTS MID CODE REQUIREMENTSS.Do NOT L 1100 SO. CM) IN OVERALL CROSS - SECTIONAL AREA. I. INTERIOR GALWWIZED METAL TRIM: ASTM C 1047. � r ,�; .t I 2. SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSTRUCTION STANDARD. REFER PROCEED WITH INSTALLATION UNTIL INSTRUCTIONS RESOLVING DISCREPANCIES HAVE BEEN RECEIVED. 8. EXTRUDED ALUMINUM TRIM: PROFILES AND DIMENSIONS INDICATED. FRY REGLET CORP.,GORDON, INC., . QUESTIONS REGARDING THEIR DEFINITION TO ARCHITECT FOR CLARIFICA *I!) C. FOR FIRESTOP SYSTEMS EXPOSED TO VIEW, TRAFFIC, MOISTURE, AND PHYSICAL DAMAGE, PROVIDE N.. PRODUCTS THAT AFTER CURING DO NOT DETERIORATE WHEN EXPOSED TO THESE CONDITIONS BOTH PITTCON INDUSTRIES, OR APPROVED EQUAL. , 3. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH U.N.O. 01703 PROGRESS CLEANING DURING AND AFTER CONSTRUCTION. 9. JOINT TREATMENT MATERIALS: ' 11 1 . CLEAN PREMISES WITHIN CONSTRUCTION LIMITS AND ALONG ACCESS ROUTES DAILY 4 ARRANGE FOR EACH TRADE TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE , INCLUDING D. FOR THROUGH - PENETRATION FIRESTOP SYSTEMS EXPOSED TO VIEW, PROVIDE PRODUCTS WITH A RECOMMENDATIONS OF GENERAL: PROVIDE MATERIALS COMPLYING WITH ASTM C 475, ASTM C 840, AND REM :' RELATING TO THEIR WORK. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION COMMON AREAS. COORDINATE PROGRESS CLEANING FOR JOINT -USE AREAS WHERE MORE THAN ONE FLAME-SPREAD AD INDICES OF LESS THAN 25 AND SMOKE- DEVELOPED INDICES OF LESS THIN 450, WHEN . MANUFACTURER OF BOTH GYPSUM BOARD AND JOINT TREATMENT MATERIALS FOR THE APPLICATION . OF TIME DUE TO CONTRACTOR'S FAILURE O NEGLIGENCE IN COMPLETELY EXAMINING THE JOB SITE INSTALLER HAS WORKED. ENFORCE REQUIREMENTS STRICTLY. DISPOSE OF MATERIALS LAWFULLY. TESTED PER ASTM E 84. INDICATED. ` AND CONDITIONS EFFECTING EXECUTION OF F THE WORK. E. FIRE - TEST -RESPONSE CHARACTERISTICS: PROVIDE RATED SYSTEMS IDENTICAL TO THOSE TESTED PER B. JOINT TAPE: PAPER REINFORCING TAPE. , ; . S. CONTACT OWNER'S REPRESENTATIVE FOR RULES FOR USE OF EXISTING FACILITIES, DELIVERIES, 2• KEEP INSTALLED WORK CLEAN. ASTM E 814 AND WITH PRODUCTS BEARING THE CLASSIFICATION MARKING OF A QUALIFIED TESTING C. SETTING -TYPE JOINT : CHEMICAL44ARDENING POWDER. - ' . . ' REMOVALS, STORAGE, TEMPORARY FACILITIES AND CONTROLS, TEMPORARY UTILITIES AND SERVICES, S. CONCEALED SPACES: REMOVE DEBRIS FROM CONCEALED SPACES BEFORE ENCLOSING THE SPACE. INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. D. DRYING -TYPE JOINT : VINYL-BASED PRODUCTS. CONSTRUCTION OPERATIONS, WORK PERFORMED OUTSIDE REGULAR BUSINESS HOURS, AND OTHER 01704 STARTING AND ADJUSTING S. FIRESTOP SYSTEMS: COMPATIBLE WITH THE SUBSTRATES FORMING OPENINGS, AND WITH THE ITEMS, IF 10. NON- LOAD43EARING STEEL FRAMING INSTALLATION: ASTM C 754, AND ASTM C 640 REQUIREMENTS THAT REQUIREMENTS AFFECTING USE OF THE SITE AND PROSECUTION OF THE WORK. IF OVERTIME WORK IS ANY, PENETRATING FIRESTOP SYSTEMS, UNDER CONDITIONS OF SERVICE AND APPLICATION, AS APPLY TO FRAMING INSTALLATION. S REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST APPROVAL) MUST BE OBTAINED FROM OWNER 1. START EQUIPMENT AND OPERATING COMPONENTS TO CONFIRM PROPER OPERATION. REMOVE OEMON3TR/1TE0 BY MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PRIOR TO EXECUTION OF THE OVERTIME WORK. THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR 11. DEFLECTION COMPENSATION: PROVIDE DEFLECTION COMPENSATION AT THE TOP OF PARTITIONS ' NOISE - GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. MALFUNCTIONING UNITS, REPLACE WITH NEW UNITS, AND RETEST. M. ACCESSORIES: PROVIDE ACCESSORIES REQUIRED TO INSTALL FILL MATERIALS THAT COMPLY WITH EXTENDING TO STRIK'TURE. 2. ADJUST OPERATING COMPONENTS FOR PROPER OPERATION WITHOUT BINDING, VIBRATING, OR REQUIREMENTS OF TESTED ASSEMBLIES, ARE APPROVED BY QUALIFIED TESTING AND INSPECTING . 6. COORDINATE AND VERIFY SIZE, LOCATION AND CHARACTERISTICS OF OWNER SUPPLIED MATERIAL AND (AGENCY THAT PERFORMED TESTING, AND ARE SPECIFIED BY MANUFACTURER OF TESTED ASSEMBLIES. ( • ' EQUIPMENT WrTH WORK OF THIS CONTRACT TO PROVIDE A NEAT WORKMANLIKE INSTALLATION OF ALL PRODUCING EXCESSIVE NOISE. ADJUST EQUIPMENT FOR PROPER OPERATION. - WORK THAT FITS AVAILABLE SPACE, PROVIDES THE FUNCTION OR USE INTENDED, AND PROVIDES 3 PROTECT INSTALLED CONSTRUCTION. Ii. INSTALL THROUGH -PENETRATION FIRESTOP SYSTEMS TO MEET RATINGS REQUIRED AND TO COMPLY 12. GYPSUM BOARD INSTALLATION: COMPLY WITH ASTM C 840 AND GA -216. ' ' I - ' _. . ' WITH FIRESTOP SYSTEM MANUFACTURERS NS MI WRITTEN INSTALLATION INSTRUCTIONS PUBLISHED 13. WATER-RESISTANT GYPSUM BACKING BOARD: INSTALL WITH (WINCH (6.4 -MM GAP WHERE PANELS I I i ADEQUATE SERVICE ACCESS. DRAWINGS FOR PRODUCTS AND APPLICATIONS INDICATED. ABUT OTHER CONSTRUCTION OR PENETRATIONS. _ I 7. VERIFY AND COORDINATE LOCATION OF ALL ACCESS PANELS (IN PARTITIONS, FLOORS OR C EILI NGS). 01705 CORRECTION OF THE WORK 14 LEVELS of GYPSUM BOARD FINISH: PROMOE THE FOLLOWING LEVELS OF GYPSUM BOARD FINISH PER CONFIRM LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. . GA -214 1. PATCH REPAIR. REPLACE. AND/OR REFINISH EXISTING CONSTRUCTION AS NECESSARY TO REFURBISH S. PROVIDE BLOCKING, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, A. LEVEL 1 FOR CEILING PLENUM AREAS, CONCEALED AREAS, AND WHERE INDICATED, UNLESS A HIGHER DAMAGED AND NONCONFORMING AREA OF WORK. LEVEL OF FINSH S REQUIRED FOR FIRE - RESISTIVE -RATED ASSEMBLES AND SOUND-RATED CABINETRY, FURNISHINGS, AND OTHER HEAVY CONSTRUCTION. ASSEMEFIFIN a 01320 CONSTRUCTION PROGRESS DOCUMENTATION . S. LEVEL 2 WHERE WATER - RESISTANT GYPSUM BACKING BOARD PANELS FORM SUBSTRATES FOR TILE, 01732 SELECTIVE DEMOLITION 08110 STEEL DOORS AND FRAMES AND WHERE INDICATED. . 1. SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE OWNER INDICATING SEQUENCE AND PHASING OF ' 1. REMOVE: MEANS DETACH ITEMS FROM EXISTING CONSTRUCTION AND LEGALLY DISPOSE OF THEM 1. STEEL DOOR AND FRAME STANDARD: COMPLY WITH ANSI A 250.8, UNLESS MORE STRINGENT INDICATED. C. LEVEL 4 FOR GYPSUM BOARD SURFACES UNLESS OTHERWISE IND WORK FROM START TO FINISH OF THE PROJECT. OFF -SITE, UNLESS INDICATED TO BE REMOVED AND SALVAGED OR REMOVED AND REINSTALLED. REQUIREMENTS ARE INDICATED. D. LEVEL 5 FOR GYPSUM BOARD SURFACES WHERE INDICATED TO RECEIVE SMOOTH FINISH AND/OR WALL ' 1. 01330 SUBMITTAL PROCEDURES REMOVE ITEMS INDICATED INCLUDING APPURTENANT CONSTRUCTION, ABANDONED MEP 2. FIRE -RATED DOOR ASSEMBLIES: ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARC LISTED AND I WASH LIGHT FIXTURES. .. . I . CONSTRUCTION, AND SIMILAR WORK THAT INTERFERES WITH NEW CONSTRUCTION. LABELED, FOR FIRE - PROTECTION RATINGS INDICATED, BASED ON TESTING AC(%'J RDING TO NFPA 252. .; 1. PROVIDE THREE (3) SETS OF SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL AFTER THE 2• REMOVE AND SALVAGE: MEANS DETACH ITEMS FROM EXISTING CONSTRUCTION AND DELIVER THEM TO 3. COLD - ROLLED STEEL SHEETS: ASTM A 368/A 366M, COMMERCIAL STEEL (C.�;, OR ASTM A 620 /A 620M 09310 CERAMIC TILE CONTRACTOR HAS REVIEWED THEM FOR CONSTRUCTIBILITY, COORDINATION BETWEEN TRADES, AND OWNER. DRAWING STEEL (DS). TYPE B; STRETCHER- LEVELED STANDARD OF FLATI' :ESS. 1. TILE PRODUCTS: AS INDICATED ON DRAWINGS AND SCHEDULES. CONFORMANCE WITH THE CONTRACT DOCUMENTS., 3. REMOVE AND REINSTALL: MEANS DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR {. METALLIC{,QATED STEEL SHEETS: ASTM A 853/A 65.9M , COMMAERCl/1L 2. WATERPROOFING AND CRACK - SUPPRESSION MEMBRANE: MANUFACTURER'S STANDARD PRODUCT THAT 2. SUBMIT SAMPLES OF FINISH MATERIALS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION THE REUSE, AND REINSTALL THEM WHERE INDICATED. PEEL (CS), TYPE B, WITH AN /410 COMPLIES WITH ANSI A118.10; NOBLE COMPANY (THE); NOBI ESEAL TS, 4. EXISTING TO REMAIN: MEANS EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND (ZF120) ZINC- IRON-ALLOY (OALVANNEALED) COATING; STRETCHER- LE' ,IELED STANDARD OF FLATNESS. CONTRACTOR ASSUMES RESPONSIBILITY FOR REPLACEMENT OF FINISH MATERIALS THAT HAVE NOT CHLORINATED-POLYETHYLENE-SHEET - BEEN APPROVED THAT NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, REMOVED AND 6. DOORS AND FRAMES SHALL COMPLYING WITH ANSI 250.8 3 PORTLAND CEMENT MORTAR (THICKSET) INSTALLATION MATERIALS: ANSI A108.1A. S. SUBMITTALS SHALL BE NEAT AND LEGIBLE, OF UNIFORM SCALE, RESPONSIVE TO REQUIREMENTS, WITH REINSTALLED TYPICAL INTERIOR FRAMES SHALL BE KNOCK -DOWN CONSTRUCTION . . ALL SHEETS OF SIMILAR INFORMATION OF SAME SIZE. - 6. FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ITEMS 4. DRY - SET PORTLAND CEMENT MORTAR (THIN SET): ANSI A118.1. ' 1 1 4. TRANSMIT EACH SUBMITTAL SUFFICIENTLY IN ADVANCE OF PERFORMANCE OF RELATED CONSTRUCTION SHOWN ON DRAWINGS OR AS OTHERWISE DIRECTED BY ARCHITECT. 6. DOOR INSTALLATION: COMPLY WITH ANSI A250.8. SHIM AS NECESSARY TO COMPLY WITH SDI 122 AND . ACTIVITIES TO AVOID DELAY. 6. FURNISH ARCHITECT WITH A COMPLETE INVENTORY LIST OF ITEMS THAT CAN RE REUSED AND/OR 7. ANSUDHI A115.1G. INSTALL FIRE -RATED DOORS WITHIN CLEARANCES SPECIFIED IN NFPA 80. INSTAL -L b. LATEX - PORTLAND CEMENT MORTAR (THIN SET): ANSI A118.4 - . STORED MOKE CONTROL DOORS TO COMPLY WITH NFPA 105. 15 CHEMICAL-RESISTANT, WATER•DL.EANABLE, TILE-SETTING AND - GROUTING EPDXY ANSI A118.3. t S. PACKAGE SUBMITTALS TO COVER COMPLETE ASSEMBLIES OR SYSTEMS. PARTIAL OR INCOMPLETE ED IN BUILDING STOCK. S. PLACING FRAMES: COMPLY WITH PROVISIONS IN SDI 106, UNLESS OTHERWISE INDICATED. SET FRAMES 7. POLYMER- MODIFIED TILE GROUT: ANSI A118.7, COLOR AS INDICATED. SUBMITTALS WILL BE RETURNED REJECTED WITHOUT REVIEW T. EXECUTE WORK IN ACCORDANCE WITH OWNER'S INSTRUCTIONS FOR USE OF THE PREMISES FOR ACCURATELY IN POSITION. PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS 6. THE ARCHITECT RESERVES THE RIGHT TO WITHHOLD ACTION ON A SUBMITTAL REQUIRING DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK REQUIRED. ARE SET S. ONE -PART, MILDEW41ESISTANT SILICONE: ASTM C 920; TYPE S; GRADE NS; CLASS 25; FORMULATED WITH � ' COORDINATION WITH OTHER SUBMITTALS UNTIL ALL RELATED SUBMITTALS ARE RECEIVED.- S. PROMPTLY REMOVE DEMOLISHED MATERIALS FROM THE PREMISES AND PROVIDE LEGAL DISPOSAL. . . FUNGICIDE, INTENDED FOR IN- SERVICE EXPOSURES OF HIGH HUMIDITY AND EXTREME TEMPERATURES. A T. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELA T ING DIMENSIONS AT JOB SITES TURN OVER ITEMS INDICATED TO BE SALVAGED AND DELIVERED TO OWNER AND OBTAIN WRITTEN 9. ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF NISI A108 SERIES'SPEMCATKM FOR 1�'' ` ' FOR TOLERANCES, CLEARANCES, COORDINATION IES, FABRICATION PROCESSES AND TECHNIQUES OF RECEIPT. INSTALLATION OF CERAMIC TILE' THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO CONSTRUCTION, COORDINATION OF THEIR WORK WITH OTHER TRADES AND FULL COMPLIANCE WITH 9. WHERE REMOVAL OF TILE, CARPETING, TACK STRIPS. PARTITIONS, AND SIMILAR CONSTRUCTION 08130 ALUMINUM FRAMES I METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. THE CONTRACT DOCUMENTS CAUSES AN UNEVENNESS IN SLAB, PATCH AND LEVEL THE SLAB AS REQUIRED TO RECEIVE NEW 1 ALUMINUM HEIFERS: ALLOY AND TEMPER RECOMMENDED BY THE MANUFACTURER FOR STRENGTH, 10. TG INSTALLATION GUIDELINES: TONS *HANDBOOK FOR CERAMIC TILE INSTALLATION.' COMPLY WITH '� A PROPOSED DEVIATIONS, FROM THE CONTRACT DOCUMENTS MUST BE CONSIDERED SEPARATELY FROM FINISHED FLOORING. CORROSION RESISTANCE, AND APPLICATION OF REQUIRED FINISH; COMPLY WITH ASTM B 221 FOR TCA INSTALLATION METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. �p Zb SUBMITTALS, USING THE 'CHANGES' PROCEDURES OF THE CONTRACT CONDITIONS. 10• 1-` PROVIDE A SEAL FROM FLOOR TO CEILING AT ALL INTERFACES TO PROTECT ADJACENT BUILDING ALUMINUM EXTRUSIONS, ASTIR B 209 FOR ALUMINUM SHEET OR PLATE, AND ASTM B 211 FOR ALUMINUM PROPERTY WH ILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. THIS SEAL S TO BE KEPT AT ALL BARS, AND WIRE. Q9511 - ACOUSTICAL PANEL CEILINGS TIMES 2. CARBON STEEL REINFORCEMENT OF ALUMINUM FRAMING MEMBERS SHALL. COMPLY WITH ASTMA 3e ( T � 01500 TEMPORARY FACILITIES AND CONTROLS �_('Cl, �y . 11. TERMINATE AND LEGALLY CAP ALL PROJECTING MECHANICAL, ELECTRICAL, PLUMBING AND PLATES Alp BARS, ASTM A 811 FOR COLE RC>i.I.ED SHEET AND STRIP, OR 1. PANELS AND SUSPENSION SYSTEMS: AS SCHEDULED. 1. REMOVE ALL RUBBISH AND WASTE MATERIALS FROM THE PREMISES ON AT LEAST A WEEKLY BASIS AND COMMUNICATION SYSTEMS BEHIND FINISH SURFACES THAT ARE INDICATED OR REQUIRED TO BE FOR STRUCTURAL SHAPES, PROVIDE LEGAL DISPOSAL ABANDONED. ASTM A 570 FOR HOT ROLLED SHEET AND STRIP. 2. INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH ASTM C 636 AND SEISMIC REQUIREMENTS � 2. EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING LIMITS OF 12. UPON COMPLETION OF THE DEMOLITION WORK BROOM CLEAN ALL A S. FRAMING SYSTEM: PROVIDE ALUMINUM FRAMING SYSTEMS FABRICATED FROM EXTRUDED ALUMINUM INDICATED, PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND CSCA'S "CEILING SYSTEMS CONSTRUCTION AREAS MEMBERS OF SIZE AND PROFILE INDICATED. INCLUDE SUBFTRMES AND OTHER REINFORCING MEMBERS HANDBOOK.' 3. UNLESS OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS, WATER, GAS LIGHTING, POWER AND 13. PERFORM ALL CUTTING, FITTING AND PATCHING WORK REQUIRED TO MAKE ALL PARTS COMAE TOGETHER REQUIRED FOR PERFORMANCE. TELEPHONE CONDUITS AND WIRES SEWER LINES, STREETS, CURBS, DRIVEWAY APPROACHES, TREES. PROPERL AND FIT TO RECEIVE OR TO BE RECEIVED SUBSEQUENT WORK INDICATED. An. SNAP -IN TYPE GLAZING BEADS WITH MANUFACTURER'S ST ANDARD NEOPRENE GASKETS 09680 CARPET LANDSCAPING BUILDINGS AND OTHER SURFACE AND SUBSURFACE STRUCTURES AND LINES, OPENINGS, 14 CORNERS FLOOR CUT -OUTS AND PATCHING REQUIRED FOR INSTALLATION OF THE WORK. 9. CORR$ SHARP WITH ALL JOINTS MITERED KAJRLINE, UNLE. %S OTHERWISE SHOWN. MITRE ALL FINISHES, FURNISHINGS, EQUIPMENT, AND SIMILAR IMPROVEMENT ITEMS SHALL BE PROTECTED BY 15. SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, FOR CHIPS, CRACKS, 1- SUBMIT SHOP DRAWINGS INDICATING CARPET LOCATIONS, DYE LOT LIMITATIONS, SEAMING PLAN, CORNERS WHERE OPEN ENDS OF EXTRUSIONS OR VOIDS WOULD BE VISIBLE IF BUTT JOINTS WERE METHOD OF JOINING SEAMS, DIRECTION OF CARPET IN EACH ROOM OR AREA. AND TYPE AND LOCATION CONTRACTOR AND SHALL NOT BE DISTURBED, DISCONNECTED OR DAMAGED BY HIM DURING PROGRESS HOLES. DAMAGED SURFACES, WHENEVER DOOR BUCKS HAVE BEEN REMOVED, AND ANY OTHER USED. THIS INCLUDES SIDELIGHTS AND OVERHEAD BORROWED LKGHT FRAMES. OT TRANSITION STRIPS. SUBMIT SAMPLES: 12X12 INCH SAMPLES IN EACH COLOR AND PATTERN. SUBMIT GS 3- EE OF WORK SHOULD CONTRACTOR IN PERFORMANCE OF WORK DISTURB, DISCONNECT OR DAMAGE ANY DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW INSTALLATION. PATCH AND REPAIR 4. PROVIDE SUITABLE ANCHORAGE FOR EACH WALL CONDITION, TO INCLUDE SILL ANCHORAGE AT DOORS OF THE ABOVE ITEMS. REMOVE. REPAIR. OR REPLACE SUCH DISCONNECTED OR DAMAGED ITEMS WITH DAMAGED AND DEFECTIVE SURFACES TO MATCH SAMPLE APPROVED BY ARCHITECT. INCLUDE REPAIR HEAD ANCHORAGE AT ALL OPENINGS AND WIDER, INTERMEDIATE EVENLY SPACE JAMB , SAMPLE OF TRANSITION STRIPS, 4 INCHES LONG IN EA>►CH COLOR. MATERIALS, CONSTRUCTION AND IMPROVEMENTS MATCHING EXISTING UNDAMAGED WORK AND OR REPLACEMENT OF MINI BLINDS SILLS, MULLIONS, AND SIMILAR CONSTRUCTION 2. INSTALLER MINIMUM 3 YEARS EXPERIENCE IN WORK OF THIS SECTION. ANCHORS NOT TO EXCEED 2- FEET-04NCH IN CENTER. ALL FRAME FASTENINGS AND ANCHORS SHALL BE S. FISH 2 YEAR WARRANTY PROVIDING COVERAGE AGAINST DEFECTIVE MATERIALS AND RESTORE TO A CONDITION AS GOOD AS OR BETTER THAN EXISTED PRIOR TO SUCH DISTURBANCE, 16. WHERE DEMOLITION OPERATIONS RESULTS IN MISALIGNED WALL, CEILING AND FLOOR SURFACES AT CONCEALED. DISCONNECTION OR DAMAGE AT NO ADDITIONAL EXPENSE TO OWNER. PROVIDE TEMPORARY REMOVED CONSTRUCTION, PROVIDE NEW CONSTRUCTION AT REPAIR TO PROVIDE A SMOOTH PRO REINFORCEMENT: PROVIDE REINFORCEMENT AT BUILDERS HARDWARE AND TO PREVENT DISTORTION 5. RE WORKMANSHIP, ISSUED JOINTLY BY CARPET MANUFACTURER, CONTRACTOR, AND INSTALLER PROTECTION OF THE WORK UNTIL REMOVAL OF TEMPORARY PROTECTION IS APPROVED BY ARCHITECT. TRANSITION BETWEEN EXISTING SURFACES INDICATED TO REMAIN AS APPROVED BY ARCHITECT. RE FRAMES A. EXTRA STOCK: PROVIDE 2 PERCENT OF EACH CARPET TO THE OWNER OF 4. CONTRACTOR S RESPONSIBLE FOR THE WORK AND PROPERTY OF OTHERS THAT 1S IN CONTRACTORS S. MACHINE ALUMINUM FRAMES FOR MOUNTING OF HARDWARE. CARPET: AS SCHEDULED ON THE DRAWINGS. CARE. CUSTODY, AND CONTROL AT ALL TIMES DURING PROGRESS of THE WORK AND UNTIL FINAL 01770 CLOSEOUT PROCEDURES SEAMING MATERIALS: AS RECOMMENDED I. PROVIDE REINFORCEMENTS AT HINGE LOCATIONS, STRIKES, AND AT CLOSERS. RECOMMENDED BY CARPET MANUFACT ADHESIVE WATERPROOF LATEX ACCEPTANCE. SECURE AND LOCK THE PREMISES WHEN WORKMEN ARE NOT PRESENT 1. CONTRACT CLOSE-OUT SHAH OCCUR ONLY AFTER ARCHITECT HAS PREPARED THE CERTIFICATE OF S. CONTRACTOR t8 RESPONSIBLE S. COMPLY WITH MANUFACTURERS INSTRUCTIONS AND REC.OMMENQATIONB FOR INSTALLATION. BASED CEMENT FORMULATED SPECIFICALLY FOR INSTALLING CARPET; RECOMMENDED BY RESPONSIBLE FOR LIFE SAFETY EQUIPMENT REQUIRED BY AUTHORITIES HAVING SUBSTANTIAL COMPLETION ANC PUNCH LEST. AND PUNCH LIST ITEMS HAVE BEEN CORRECTED. TIN'! O A3 RECOMMENDED BY MANUFACTURER ON . EN Jl1 MTS O. SET UNITS PLUMB, LEVEL. AND TRUE TO LIE. WITHOUT WARP OR RACK OF ERRING MEMBERS, DOORS, MANUFACTURER LEVELING COMPOUND: WHITE, PREMIXED, LATEX BASED. d DURRING ING THE E CONTRACTOR SHILL SUBMIT MAINTENANCE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, EXISTING EXIT SIGNS, EXIT LIGHTING. RECORD DRAWINGS TO MCHR'ECT CORN HIS FIN AI. APPI_IGT1O1w FOR WARRANTY MANU F RELEASE OF LIENS, AND PAYMENT. ARCHITECT SHILL OR PANELS. INSTALL COMPONENTS IN PROPER ALIGNMENT AND RELATIC" TO ESTABLISHED LINES AND V. ADHESIVES WATER-RESISTANT. RATE GUIDELINE OF 0.8 MGrM HR. FOR VOL ATil.E3, AND MEETING GOVERNMENT TO SUIT CARPET PRODUCTS AND WATER - RESISTANT, LOW ODOR LOW VOLATILE, NON -TOXIC AND EMIT LESS THAN EPA FIRF PROTECTION DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. PREPARE ANY NECESSARY CtYWA ORDERS REQUIRED TO FINALIZE THE COST OF THE PROJECT BASED GRADES INDICATED. PROVIDE PROPER SUPPORT AND ANCHOR SECURELY IN PLACE. MAXIMUM E T. MAINTAIN REQUIRED EXITS AND EXIT EGRESS FREE FROM AL.L OBSTRUCTIONS, AND IMPEDIMENTS. ON THE CONTRACTORS FINAL SUBMITTALS. REQUI REQUI 8 MAINTAIN EXISTING UTILITIES AND SERVICES TO EXISTING FACKLITIES INDICATED TO REMAIN, KEEP IN 2. 'EXISTING TO REMAIN', "EXISTING TO BE RELOG SUBS TRA T E E TS, AN IONS IN DICATED. TEOr, AND/OR NEW ITEMS INSTALLED BY THE b. TRANSITION STRIP. VINYL EXTRUSION, CARPET TO TILE ADAPTER, COLOR TO BE SELECTED BY SERVICE, AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. ONE MINIMUM 72 HOUR C ONTRAI.,TOk, oN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF ARCHITECT ADVANCE NOTICE TO OWNER'S REPRESENTATIVE IF SERVICE SHUTDOWN -GOWN IS NECESSARY, CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF ARCHITECT PRIOR TO 9. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. I 1 b 14L Z//g • EXISTING WATER, PERMANENT FIRE PROTECTION. ELECTRICAL POWER SERVICE AND LIGHTING, BEING TURNED OVER TO THE OIWWR. HEATING, AIR CONDITIONING, AND TOILETS WITHIN THE VARIOUS AREAS OF WORK WILL BE MADE 8. BEFORE ACCEPTANCE BY THE OWNER, THE COMPLETED CONSTRUCTION SHALL BE CLEANED, LABELS AVAILABLE TO CONTRACTOR WITHOUT ADDITIONAL METERING AND WITHOUT PAYMENT OF USE REMOVED, AND ALL OTHER TOUCH' UP COMPLETED. CHARGES FOR SERVICES PROVIDE AND PAY FOR ALL OTHER TEMPORARY UTILITIES AND UTILITY - SERVICES. TEMPORARY SUPPORT FACILITIES AND SERVICES TEMPORARY SECURITY AND PROTECTION 05500 METAL FABRICATIONS 08211 FLUSH WOOD DOORS 09900 PAINTS AND COATINGS FACILITIES NECESSARY FOR THE PROPER AND EXPEDITIOUS EXECUTION OF THE WOW I. METAL SURFACES. GENERAL: PROVIDE MATERIALS WITH SMOOTH FLAT SURFACES WITHOUT 10. KEEP ALL EXISTING FACILITIES AND SERVICES CLEAN AND IN GOOD WORKING CONDITION. CLEAN OR BLEMISHES. 1. QUALITY STANDARD: COMPLY WITH NWWDA LSA A, 'ARCHITECTURAL WOOD FLUSH DOORS.' 1. SUBMIT PRODUCT DATA FROM MANUFACTURER FOR PROPOSED USE. INCLUDE PRODUCT DESIGNATION REPLACE CHANGEABLE FILTER MEDIA AND TURN OVER WITH NEW FILTER MEDIA AT COMPLETION OF yYl0/RK I . STEEL S, SHAPES, AND BARS: ASTM A ASIA 36M. 2. FIRE -RATED WOOD DOORS: DOORS THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AND GRACE OF EACH PAINT AND COATING TYPE, SURFACE PREPARATION MATERALS AND PROCEDURES, S ESS41 AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED. AND PRODUCT ANALYSIS AND PERFORMANCE CHARACTERISTICS FOR EACH PAINT AND COATING TYPE. S. STAINIIBS -STEEL BARS AND SNIPES: ASTM A M. TYPE 304. S. SUBMIT SAMPLES OF 3X6 INCH FOR EACH TYPE PAINT SH10iWIq COLC7R AM LUSTER CEI 4. STEEL TUBING: COLD- FORMED STEEL TUBING COMPLYING WITH ASTM A 500. A TEST PRESSURE, PER IBC: AFTER 5 `1 S INTO THE TEST, NEUTRAL PRESSURE LEVEL IN FURNACE REPRESENTATIVE SUBSTRATE. SUBMIT 12X12 INCH TEXTURE SAMPLES ON GYPSUM BOARD BACKING. 01600 PRODUCT REQUIREMENTS s STEEL PIPE ASTM A 53 SHALL BE ESTABLISHED AT 40- INCHES ( c1000 MM) OR LESS ABOVE THE SILL. 11. PROVIDE 1 GALLON CONTAINERS EXTRA STOCK Of EACH COLOR FINISM COAT TO THE OWNER. 1. MANUFACTURER'S NAMI�, Tom, L0008, ETC., SMALL NOT BE VISIBLE TO THE PUBLIC. REQUIRED BY STRUCTURAL LOADS. STANDARD WEIGHT (SCHEDULE 40), UNLESS ANOTHER WEIGHT S INDICATED OR S. DOORS FOR TRANSPARENT FINISH: PREMIUM GRADE, WITH GRADE M ACES, SPECIES INDICATED. 4. PAINT TYPES AND COLORS ARE SHOWN ON DRAWINGS. fit. NO SUB ITUT10N8 CCF LISTED MIITERAL3 OR PRODUCTS SMALL BE PERMITTED WITHOUT FIRST 6. ALUMINUM: EXTRUSIONS: ASTM B 221 (ATM B 221M), ALLOY 808346. 4• DOORS FOR OPAQUE FINISH: CUSTOM GRADE, WITH FACES OF CLOSEDOfiAIN HAPWWOOD. S. DO NOT THIN PLANT IN EXCESS OF MANUFACTURER'S RECOMRENDATKGNIB. SUBMITTING SPECIFICATIONS, SAMPLES, AND COST IMPACT FOR ARCHITECTS APPROVAL. USE 6. PLASTIC- LAMINATE-FACED DOORS: CUSTOM GRADE, HIGH-PRESSURE DECORATIVE LAMINATES 8. APPLY PAWNT8 AND COATINGS WITHIN IN MINIMUM DRY FILM THICKNESS RANGE RECOMMENDED BY BUeS TITUTION REQUEST FORMS AVAILABLE FROM ARCHITECT. T. SHEAR AND PUNCH METALS CLEANLY AND ACCURAT ELY. REMOVE BURRS. COMPLYING WITH NEMAA L.O 3, GRADE FIGS. MANUFACTURER. MATCH FINAL COAT OF PAINT TO APPROVED COLOR. N UOUSLY. IIZE MM S. INTERIOR DOOR CONSTRUCTION: PARTICLEBOARD CORE, WSHES AND COLORS: AS INDICATED ON DRAWPI D GS. �. EXISTING MANUFACTURED ITEMS NOT BEING REMOVED SMALL BE REFURBISHED AS REQUIRED, ANY S. WELD CORNERS AND SEAMS CONTINUOUSLY. USE MATERIALS AND METHODS THAT M FIVE PLIES WITH STILES AND RAILS BONDED T. FI LOOSE ITEMS TIGHTENED (INCLUDING, BUT LIMITED TO, EXIT SKIM, DOWN LIGHTS, SPEAKERS, DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE CCU' BABE METALS, OBTAIN FUSION TO CORE, THEN ENTIRE UMT ABRASIVE PLANED BEFORE VENEERING. PROVIDE EITHER GLUED -BLOCK b. THE NUMBER OF COATS AND FILM THICKNESS REQUIRED IS THE SAME REGARDLESS OF THE MOLDINGS, ETC. AND ANY MISSING PARTS REPLACED BY THE CONTRACTOR TO ACHNEVE A COMPLETE WITHOUT UNDERCUT OR OVERLAP. REMOVE WELDING FUAC IMIIEDAT'ELY. FINISH EXPOSED WELDS OR STRUCTURAP OOZ APPLICATION METHOD. DO NOT APPLY SUCCEEDING COATS UNTIL THIS PREVIOUS COAT HAS CURED AS L COMPOSITE LUMBER CORES INSTEAD OF PARTICLEBOARD SMOOTH AND BLENDED. ES AT LOCATIONS FUNCTIONING INSTALLATION WITH A NEW APPEARANCE $. MISCELLANEOUS FRAMING AND SUPPORTS: FABRICATE STEEL FRAMING AND SUPPORTS THAT ARE NOT INHERE EXIT DEVICES ARE INDICATED. RECOM h%NDED BY THE COATING MANUFACTURER. SAND BETWEEN APPLICATIONS WHERE SANDING IS �REGUMiED TO PRODUCE AN EVEN SMOOTH SURFACE IN WITH THE MMIUFACTIMR'8 A PART Of STRUCTURAL-STEEL FRAMEWORK AS NECESSARY TO COMPLETE THE WORK. CUT, DRILL, IWlIECTIONS. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH GOAT. AND TAP UNITS TO RECEIVE HARDWARE, HANGERS, AND SIMILAR ITEMS. 10. FINISH METAL FABRICATIONS AFTER ASSEMBLY. COMPLY WITH N AMI I WTAL FINISHES M OMAL FOR t ARCHITECTURAL AND METAL PRODUCTS" FOR RECOMMENDATIONS FOR APPLYIG AND DESIGNATING FINISHES. SHOP PRIME FERROUS ITEMS NOT IIDICJATED TO BE GALVANIZED. --; tiJ , t*r..M.. , ._.. _ -I,b. a:.. ,, '...:._ .,....:.a -a..« .,.-_ ....d.._.- i._..,..._... - <_.i.._• __-._. _ . _ ... _ .__ _ _ -. -. --••_^ __ _ ... . . .. _....._. _--_.._ °__ ._. __...._.. - - - . -- _ _ - -- -- -- • » V 9 �lACKSONDo CON :v.uetlo" DEAN' . ,/ I GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON J '. - r . . " . .. , I . <% At . . . ,f ... .., A 1` . � �, ")_ - c .p 1 � � 0 4' V 16 37 t r I ' I 4 MITCHELL C. SMITH, ARC --- -- ---- -- am sl'� I F 1I1ip O 4 • MWWWW u h0ftclw M mo t r� No Cwt d fit ftw wf rnlp b" wo,oaum in my form or ep w,r no" NNW Mrn O WN 10M MOVOWNW GATE DESCRIPTION _ -- _____ -- - 719MW PERMIT S UBMISSION - . - - __ 4 04-011" PM: CLIFF HIASERT lMWNN: GENERAL NOTES iG3sOl - I � _- r .i -- :.r- ywi11M "r - ` -- .... L" Via - , r�_..._ � ri si .� � +,i :+.� ♦ T �i= l I. III' � q .+ ''. •• { 4 M 8 C9 - GROUND FLOOR DEMO PLAN SClLLE. tla - 1' -b /'1 B �r J C C ON fTRVCTION EAN j - ..� / / co i gEr 1! 2GW t t , 2 A ? GENERAL DEMOLITION NOTES KEY NOTES DEMOLITION SYMBOLS 1. SAVE DEMOLISHED DOOR, FRAME, HAWDINARE NL SIDEUGHTSIRELITES FOR REUSE. 2, PATCH, REPAIR Ifs RE- FINISH WALL SURFACES TO REMAIN AS REQUIRED. � EXISTING RESILIENT FLOORING TO BE REMOVED. PREP FLOOR FOR NEW FINISH AS SPECIFIED IN FLOOR FINISH PLANS. ,/� EXISTING CARPET FLOORING TO BE REMOVED THROUGHOUT. PREP FLOOR FOR NEW SYMBOL. DESCRIPTION w %Of Ur Op JUL 14 MR . - 3. REFER TO FLOOR PLAN FOR EXTENT OF DEMOLITION. FINISH AS SPECIFIED IN FLOOR FINNSH PLANS. REFER TO NEW CEILING CONFIGURATION AS SHOWN IN REFLECTED CEILING PLANS. 4�> 4. REMOVE ALL TELEPHONE. ELECTRICAL. AND DATA OUTLETS, FIXTURES, PANELS,ETD. FROM ALL DEMOLISHED PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE AT MAIN FLOOR TELEPHONE OR ELECTRICAL ROOMS 4 EXISTING GYP.BD. SOFFIT AND LIGHTING TO BE REMOVED. STORE LIGHT FIXTURES AS REQUIRED FOR REUSE BY BUILDING. S REMOVE EXISTING FIRE EXTINGUISHER, STORE FOR REUSE. ,�� EXIS TING PARTITION TO BE REMOVED. REMOVE EXISTING SYSTEMS FURNITURE. STORE FOR REUSE, G.C. TO COORDINATE d WITH LANDLORD. REMOVE AND CAP OFF UNUSED EXISTING FLOOR CORE ELECTRICAL. REFER TO POWERIDATA PLANS FOR ELECTRICAL TO BE REUSED. REROUTE ELECTRICAL AS -- -- — � I EXISTING SYSTEMS FURNITURE TO BE REMOVED. REQUIRED. REMOVE EXISTING DOOR, FRAM, HARDWARE, SDELKIHTMELITE, AND STORE FOR REUSE. REFER TO DOOR SCHEDULE FOR NEW LOCATIONS. EXISTING LIGHTING FIXTURES TO BE REMOVED. STORE FOR REUSE AS REQUIRED BY AREA OF EXISTING ACOUSTIC CEILING TAE AND GRID TO BE REMOVED. tANDLORD. REPLACE WIT" NEW FIXTURES AS SPECIFIED IN REFLECTED CEILING PLAN. 10 REMOVE EXISTING MILLWORK, FIXTURES, AND ADJACENT ACCESORIES. STORE i APPLIANCES FOR REUSE. 11 PATCH AND REPAIR WALL, FLOOR, CEILING FINISHES AT OORRIDOR. BUILDING TO PROVIDE NEW WHERE OOCIM- OONTINUE ALL FMgIWES TO MATCH BALANCE OF EXISTNG CORRDOR 0 V A' 18' 37 MITCHELL C. SMITH. ARCHITECT A %.kwgoF N e WAw."w. A1 nom nw.NO No w of ft ftwnw t nr► 4 mWe" tl in an " lo - of wv rows saw "nmeo , in wWV f+sn aw.,, w Ardwesn s� DATE . DESCRIPTION TI9/2004 PERMIT SUBMISSION w %Of Ur Op JUL 14 MR 04-0110-01 ft CLIFF MASERT DRAWN: GROUND FLOOR DEMOLITION PLAN N C - - - JACKS CON tTRUCT1ON DEAN ' (GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON of MU LVAN NY;G2 C�a C6' C7�) 7 CA SECOND FLOOR DEMO PLAN 1 ' i E � � r 9 I GENERAL DEMOLITION NOTES KEY NOTES DEMOLITION SYMBOLS 1. SAVE DEMOLISHED DOOR, FRAME, HARDWARE I SIDELIGHTSIRELITES FOR REUSE. O EXISTING RESILIENT FLOORING TO BE REMOVED. PREP FLOOR FOR NEW FINISH AS SPECIFIED IN FLOOR FINISH PLANS. SYMBOL DESCRIPTION 2. PATCH, REPAIR & RE- FINISH WALL SURFACES TO REMAIN AS REQUIRED. � EXISTING CARPET FLOORING TO BE REMOVED THROUGHOUT. PREP FLOOR FOR NEW 3. REFER TO FLOOR PLAN FOR EXTENT OF DEMOLITION. FINISH AS SPECIFIED M FLOOR FINISH PLANS. EXISTING EXISTING ACOUSTIC CEILING TILE AND GRID TO BE REMOVED IN AREA AS HATCHED 9 O 4 REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANEi.S,ETC REFER TO NEW CEILING CONFIGURATION AS SHOMVN IN REFLECTED CEILING PLANS FROM ALL DEMOLISHED PARTITIONS. REMOVE All CORRESPONDING CABLES, EXISTING GYP.80. SOFFIT T AND LIGHTING TO 8E REMOVED. STORE LOW FIXTURES AS � CONDUIT, W WIRING ETC. ALL THE WAY BACK TO THE ORIGINATING SOURCE AT MAIN REQUIRED FOR REUSE BY BUILDING. EXISTING PARTITION TO BE REMOVED. FLOOR TELEPHONE OR ELECTRICAL ROOMS. 5 REMOVE EXISTING FIRE EXTINGUISHER, STORE FOR REUSE. 8 REMOVE EXISTING SYSTEMS FURNITURE. STORE FOR REUSE, G.C. TO COORDINATE WITH LANDLORD. O REMOVE MID CAP OFF UNUSED EXISTING FLOOR CORE ELECTRICAL. REFER TO POWERIDATA PLANS FOR ELECTRICAL TO BE REUSED. REROUTE ELECTRICAL AS EXISTING SYSTEMS FURNITURE TO BE REMOVED. REQUIRED. REMOVE EXISTING DOOR, FRAME, HARDWARE, SIDEWMTIRELRE, AND STORE FOR REUSE. REFER TO DOOR SCHEDULE FOR NEW LOCATIONS. AREA OF EXISTING ACOUSTIC CEILING TILE AND GRID TO BE O EXISTING LIGHTING FIXTURES TO BE REMOVED. STORE FOR REUSE AS REQUIRED BY REMOVED. _ LANDLORD. REPLACE WRH NEW FIXTURES AS SPECIFIED IN REFLECTED CEILING PLAN. 10 REMOVE EXISTING MILLWORK, FIXTURES, AND ADJACENT ACCESSORIES. STORE APPLW4CES FOR REUSE. 11 PATCH AND REPAIR WALL, FLOOR, CEILING FINISHES AT COLOR. BUtDI NG To PROVIDE NEW WHERE OCCURS. CONTINUE ALL FINISHES TO MATCH &LANCE OF O 4' B' IV 8? I MITCHELL C. SMITH, ARCHITECT AN Vft MS@rV@d No W of VU dom m " t twnromw in ow" or by ow news w rw VW- Maim m w" *w" M^W W WW IYOMId•w �:�►' DATE i DESCRIPTION 19=04: PERMIT SUBMISSION 04-0110-01 PM: CUFF MASERT DRAWN: ` 0 " R1D0R. SECOND FLOOR DEMOLITION PLAN B' D . IU I.VI.VL , a , I I i I I I I I I I i I I I i 1 ST 101 AR A REA B d MEN I u T 102 106 I SHOWER I �i E 107 I if I I I 1 WCEPTION JJ I I FE I I ' A OFFICE runrl^r CD I 1 112 - - 110 I I I I KITCHEN I 1 I CORRIDOR I CORRIDOR OFF 11 111 I I 1 I O I 116 OFFICE 116 ( 119 1 f I I I 1 ; I T 1 I I S OFFICE � 115 1 I I OFFICE �oR 1 1 11 I I � L.1�J 1 I I sE i I ! I I I 1 F O 1 1 I I i I V/ 1 - E ---------------------------------------------------------- 1 GROUND FLOOR PLAN°' SCALE: 3/32" = V- 0" -- J ACKSO .: CoN :,.UC„oNDEAN' (GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON r ^ fit �r r f .1110 11 2TH AVE. NE I SUITE 500 j ; BELLEVUE. WA 19e004 1 I 1 . 1 I I I � I I I I I I I I I I I I I � I I I � 'I I _------------------------ ..�-- - - - - -- ---------------- - - - --J 1 am— — SECOND FLOOR PLAN SCALE: 3r32* = V- X 1 ? 6. 4 r Z4 0 • V r 0 A' V IV 37 'MITC C. SMIT A RCHI TECT RONALD 1. MADDOX, ARCHITECT RECISTE RED L ATE Of I -kSHIM M • Mr..n,cJ �a,�ea,. AM rfaNS rorNp No pot drft dos~ rMw M Irpa — M ow fo" or M pp nwrw wIftt o.rn+..bn ti rw.rr hn 11(Mn�i2 MaMloeow ."� DATE DESCRIPTION IW1004 PERMIT SUBMISSION 1 lO no', SHEET ADD PER C17Y COMMENTS 04 -0110-01 PM: CLIFF HASERT DRAWN: IL OVERALL FLOOR PLANS ` li 02e'l 0 a 00 r ^ J c t. � J ACKSO .: CoN :,.UC„oNDEAN' (GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON r ^ fit �r r f .1110 11 2TH AVE. NE I SUITE 500 j ; BELLEVUE. WA 19e004 1 I 1 . 1 I I I � I I I I I I I I I I I I I � I I I � 'I I _------------------------ ..�-- - - - - -- ---------------- - - - --J 1 am— — SECOND FLOOR PLAN SCALE: 3r32* = V- X 1 ? 6. 4 r Z4 0 • V r 0 A' V IV 37 'MITC C. SMIT A RCHI TECT RONALD 1. MADDOX, ARCHITECT RECISTE RED L ATE Of I -kSHIM M • Mr..n,cJ �a,�ea,. AM rfaNS rorNp No pot drft dos~ rMw M Irpa — M ow fo" or M pp nwrw wIftt o.rn+..bn ti rw.rr hn 11(Mn�i2 MaMloeow ."� DATE DESCRIPTION IW1004 PERMIT SUBMISSION 1 lO no', SHEET ADD PER C17Y COMMENTS 04 -0110-01 PM: CLIFF HASERT DRAWN: IL OVERALL FLOOR PLANS ` li 02e'l 0 a 00 r ^ J c � 7 t ,6 C� C6 �_ — I ' n� ri o i --------------- ------------- I � C A� �o -------- - - - - -- - a - I ' 1 GROUND FLOOR PLAN SCALE. 1l4 - 1'-p GENERAL CONSTRUCTION NOTES PLUMBING NOTES 1. REFER TO SHEET IDG1.02 FOR CONSTRUCTION PLAN GENERAL NOTES AND SHEET 1� • r . 1020.01 FOR PARTITION TYPES AND DETAILS. COMPARABLE MATFRIAL HAVING THE SAME FIRE RESISTIVE RATING REQUIRED BY r USC CHAPTER 7 FOR COFFEE MAKERS AND REFRIGERATORS. MOUNT BELOW • ' COUNTERTOP. F� 11. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING THE RATED CORRIDOR WALLS Y r 1 3. BRACE/REINFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE MILLWORK AS 1 AS SPECIFIED. REQUIRED. 12. REFER TO DETAIL 9flD20.01A FOR TYFICAL CORNER AND JOINT CONDITION DETAILS 3. SUBMIT ALL PLUMBING FIXTURES FOR APPROVAL. 4. ALL NEW PARTITIONS TO BE TYPE V U.N.O. (REFER TO DETAIL 211DQ0.01A) AT DRYWALL PARTITIONS 5. LOCATIONS WITH NEW 'F.E.C.' DESKMTION ARE TO RECEN'VE RECESSED FIRE Y EXTINGUISHER CAB INETS4k DO STANDARD MOUNTED AT C.L 14' A.F.F SEE DETAIL . S. PROVIDE BACKING SUPPORT FOR ALL WALL UPPER CABINETS AND WAILL41UNG C� C6 �_ — I ' n� ri o i --------------- ------------- I � C A� �o -------- - - - - -- - a - I ' 1 GROUND FLOOR PLAN SCALE. 1l4 - 1'-p GENERAL CONSTRUCTION NOTES PLUMBING NOTES 1. REFER TO SHEET IDG1.02 FOR CONSTRUCTION PLAN GENERAL NOTES AND SHEET 10. ANY DAMAGE DONE BY ANY EXISTING FIRE PROOFING SHOULD BE REPAIRED WITH • r . 1020.01 FOR PARTITION TYPES AND DETAILS. COMPARABLE MATFRIAL HAVING THE SAME FIRE RESISTIVE RATING REQUIRED BY 1 • CONTRACTOR TO PROVIDE Y.' COPPER LINE Q ALL SINK LOCATIONS USC CHAPTER 7 FOR COFFEE MAKERS AND REFRIGERATORS. MOUNT BELOW 2. REPAIR ALL EXISTING TO REMAIN PARTITIONS, DOORS, FRAMES, ETC. THAT ARE TO COUNTERTOP. RECEIVE A NEW FINISH. ALL FINISHES TO MATCH EXISTING U.N.O. 11. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING THE RATED CORRIDOR WALLS 2. PROVIDE HOT WATER TO ALL SINK LOCATIONS. PROVIDE INSTAHOT 3. BRACE/REINFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE MILLWORK AS AND/OR CEILING. DAMPERS ARE TO COMPLY WITH USC SECTION 713.10. AS SPECIFIED. REQUIRED. 12. REFER TO DETAIL 9flD20.01A FOR TYFICAL CORNER AND JOINT CONDITION DETAILS 3. SUBMIT ALL PLUMBING FIXTURES FOR APPROVAL. 4. ALL NEW PARTITIONS TO BE TYPE V U.N.O. (REFER TO DETAIL 211DQ0.01A) AT DRYWALL PARTITIONS 5. LOCATIONS WITH NEW 'F.E.C.' DESKMTION ARE TO RECEN'VE RECESSED FIRE EXTINGUISHER CAB INETS4k DO STANDARD MOUNTED AT C.L 14' A.F.F SEE DETAIL S. PROVIDE BACKING SUPPORT FOR ALL WALL UPPER CABINETS AND WAILL41UNG FURNITURE UNITS - REFER TO DETAIL 501020.015; COORDINATE STUD LOCATIONS AND BACKING SUPPORT MOUNTING MEKWTS W M MILLWORK SUBCONTRACTORIFURNITURE MFR, PRIOR TO CONSTRUCTION. 7. IF OUTLETS ARE INSTALLED DIRECTLY INTO CORE WALLS. SEAAUINSUATE AS REQUIRED PER CODES TO MAINTAIN THE KMGRffY OF WALL RATING. REFER TO POWER/SOW PLAN FOR LOCATIONS. B. LEVEL OR "FLOAT' FL OORS WHERE REQUIRED FOR LEVEL FINISH AND APPEARANCE KEYNOTES 1O LOCATION FOR RELOCATED DOOR & HARDWARE. LOCATION FOR NEW 20 MINUTE RATED DOOR. FRAME, HARDWARE. 3� ALIGN WALL WI EXISTING MULLION <3> WHITE MARKER BOARD FROM 3'4' A.F.F. TO T4' O TACKABLE SURFACE BOARD FROM T-Cr A.F.F. TO T-W O FIELD VERIFY SIZE OF RE -LITE SYMBOL 'TYPE DESCRIPTION EXISTING PARTITION TO REMAIN JJ Lj i i r J ` f 1110112TH AVE. NE I SUffE 600 111A ,A BELLEVUE, WA 1 90004 t 425.463.2000 1 f 425.4632002 Mulvarw yG2.00rn' PARTITION SCHEDULE SYMBOL TYPE DESCRIPTION FULL HEIGHT NON RATED PARTITION 6 IF SLAB TO STRUCTURE ABOVE DI p1 A FLOOR TO CEILING PARTITION 1 NEW RELITE TO MATCH EXISTING OFFICE REUiTES � 01 B FULL HEIGHT NON RATED PARTITION; SLAB 2 1 11 if IIJ TO STRUCTURE ABOVE. WALL FINISH TO gl•Ot INDICATES AREA NOT PART OF THIS WORK EXTEND 6' ABOVE CEILING LINE C V4r PARTIAL HEIGHT PARTITION 3 81.01 FULL HEIGHT 1 MR RATED PLUMBING CHASE 4 01NMvwi PM. CLIFF MASERT AND ARCHITECTURAL ELEMENT ALK D PARTITION; SLAB TO STRUCTURE ABOVE. WALL IOS.01 WHE NITURE/MILLED UNITS iNMENTS ARE CRIT (10 • SLIDING DOORS, FILE ENCLOSURES BASES Q FULL MT. CL FINISH TO EXTEND 6' ABOVE CEILING LINE OSETS, GROU FLOOR ETC.) TOLERANCE TO BE NO MORE TWIN X' NN 10 FEET. P. REFER TO SHEET NJOO.01 FOR DOOR SCHEDULE, HARDWARE AND MISCELLANEOUS 1 E FUII HEIGHT 1 MR RAM lLANb TO 5 • PLAN CONSTRUCTION SPECIFICATIONS i SCHEDULES. STRUCTURE ABOVE i _•+w y ._ . .SAC KS O N.:: CON :TIV CIO ON �EAN' GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON f �LL � S 0 4' B' 1& 37 , 1 NINITCHELL C. SMITH. ARCHITECT 1 N n�'r rwrMe No P/t d fib AIaIMr�t mfr b� L1 DATE DESCRIPTION /INII1004'. PERMIT SUBMISSION • r . f �LL � S 0 4' B' 1& 37 , 1 NINITCHELL C. SMITH. ARCHITECT 1 N n�'r rwrMe No P/t d fib AIaIMr�t mfr b� L1 DATE DESCRIPTION /INII1004'. PERMIT SUBMISSION KEYNOTES 0 HIM SECOND FLOOR PLAN scue: va =1'-a / ► `i WALL W/ COLUMN 1 (:x � t 1 1 I - r • ► i ' 1 / 7.20 � li i 1 ►% -� — IL -- ( 7.20 n �1 "Niew qv ovw It 1 ajwd b anon: and anl"� ft vlortion� at �, dol4w��t dm not at11�o01� _ dapp�raed Fidel �� `�m a - omot • dON be soft 1110 do fog" No cu appmo d . 2 CEO y Tuloln�' �a row pion s Rill Rwwam aty0f IM11111116 O GENERAL CONSTRUCTION NOTES PLUMBING NOTES 1. REFER TO SHEET IDG1.02 FOR CONSTRUCTION PLAN GENERAL NOTES AND SHEET 10. ANY DAMAGE DONE BY ANY EXISTING FIRE PROOFING SHOULD BE REPAIRED WITH 1020.01 FOR PARTITION TYPES AND DETAILS COMPARABLE MATERIAL HAVING THE SAME FIRE RESISTIVE RATING REQUIRED BY 1. CONTRACTOR TO PROVIDE COPPER LINE ALL SINK LOCATIONS UBC CHAPTER 7. R FOR COFFEE MAKERS AND REFRIGERATORS. MOUNT BELOW . 2. REPAIR ALL EXISTING TO REMAIN PARTITIONS. DOORS, FRAMES, ETC. THAT ARE TO FLOOR TO CEILING PARTITION 1 108 01 COUNTERTOP RECEIVE A NEW FINISH. ALL FINISHES TO MATCH EXISTING U.N.O. 11. INSTALL FIRE DAMPERS IN ALL DUCTS PENETRATING THE RATED CORRIDOR WALLS 2. PROVIDE MOT WATER TO ALL SINK LOCATIONS. PROVIDE INSTAHOT AND/OR CEILING. DAMPERS ARE TO COMPLY WITH UBC SECTION 713.10. AS SPECIFIED. S. BRACE/REINFORCE ALL NEW OR EXISTING PARTITIONS TO RECEIVE MILLWORK AS REQUIRED. 12. REFER TO DETAIL OnD20.01A FOR TYPICAL CORNER AND JOINT CONDITION DETAILS 3. SUBMIT ALL PLUMBING FIXTURES FOR APPROVAL. AT DRYWALL PARTITIONS 8'4' PARTIAL HEIGHT PARTITION 3 i01.01 4. ALL NEW PARTITIONS TO BE TYPE Ir U.N.O. (REFER TO DETAIL 2IID01MA) 5. LOCATIONS WITH NEW OFT C.' DESIGNATION ARE TO RECEIVE RECESSED FIRE - EXTINGUISHER CABINETS -BLDG STANDARD MOUNTED AT C.L. Y4r A.F.F. SEE DETAIL FULL HEIGHT 1 MR RATED PLUMBING CHAISE 4 PARTITION; SLAB TO STRUCTURE ABOVE. WALL TO EXTEND S' ABOVE CEILING LINE 101.01 OAD20.0119 ' Y `lull r i FINISH •. PROVIDE BACKING SUPPORT FOR ALL WALL UPPER CABINETS AND WALL -HUNG FURNITURE UNITS - REFER TO DETAIL 5/1020.018; COORDINATE STUD LOCATIONS AND BACKING SUPPORT MOUNTING HEIGHTS WITH MILLWORK BUBCONTRACTORIFURNITURE MFR, PRIOR TO CONSTRUCTION. I. IF OUTLETS ARE INSTALLED DIRECTLY INTO CORE WALLS, SEALANSUATE AS REQUIRED PER CODES TO MAINTAIN THE INTEGRITY OF WALL RATING REFER TO POWERISIGNAL PLAN FOR LOCATIONS S. LEVEL OR `FLOAT` FLOORS WHERE REQUIRED FOR LEVEL FINISH AND APPEARANCE WHERE FURNITURE/MILLED UNITS AND ARCHITECTURAL ELEMENT ALIGNMENTS ARE MTICAL (is. @ SLIDING OOORS. FILE ENCLOSURES, BASES a FULL HT. CLOSETS, ETC.) TOLERANCE TO BE NO MORE THAN V IN 10 FEET. 9, REFER TO SHEET 1009.01 FOR DOOR SCHEDULE, HARDWARE AND MISCELLANEOUS CONSTRUCTION SPECIFICATIONS i SCHEDULES. ll J AC KSON..a . C old iinUCTION DEAN s GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON PARTITION SCHEDULE SYMBOL TYPE DESCRIPTION SYMBOL TYPE DESCRIPTION EXISTING PARTITION TO REMAIN F FULL HEIGHT NON RATED PARTITION 8 SLAB TO STRUCTURE ABOVE 01 A FLOOR TO CEILING PARTITION 1 108 01 NEW RELME TO MATCH EXISTING OFFICE RELITES B FULL HEIGHT NON RATED PARTITION; SLAB 2 TO STRUCTURE ABOVE. WALL FINISH TO 10101 EXTEND 8' ABOVE CEILING LINE INDICATES AREA NOT PART OF THIS WORK C 8'4' PARTIAL HEIGHT PARTITION 3 i01.01 D FULL HEIGHT 1 MR RATED PLUMBING CHAISE 4 PARTITION; SLAB TO STRUCTURE ABOVE. WALL TO EXTEND S' ABOVE CEILING LINE 101.01 ' Y `lull r i FINISH FULL HEIGHT 1 MR RATED SLAB TO 1 O LOCATION FOR RELOCATED DOOR & HARDWARE. O LOCATION FOR NEW 20 MINUTE RATED DOOR, FRAME, HMDWARE. O ALIGN WALL W/ EXISTING MULLION 4 `, WHITE MARKER BOARD FROM 3'4" A.FT TO T-0' 4� S > TACKABLE SURFACE BOARD FROM 3'4' A.F.F. TO T-0' O INFILL DEMO'D FLOOR OPENINGS WITH PLYWOOD ,•s..-.iMi�,�w.�- ••.wi..•.. a•- •�- wr- ...w..•.•+,n� .. �,,..�.,,. -.we+ - . . t""1e�'+`-t•y.+•r i - -r. .Mid"" s!�e, .... - �• -+w +-ors -- - — -- '�" ----+- -' - •r - - �r .�... -- -- •� - - mow. -- _.r�-- 4 10 0 4' 8' 18' 37 ti 44ITCHELL C. SMITH, ARCHITECT v 5014 ARCHITECT REGISTMO • wN.vww Araftc e rw,r AM vft vw No aw of to dam~ may to P - 4 , , in wv form or vy aw me" wwur — -- y 00 wee m+ in w" from 1A AvwVG2 Am Man an f DATE DESCRIPTION /942004 PERMIT SUBMISSION 1 19/14104 FIELD CHANGE 2 1 11/'01/04' OWNER REVISION 04-011001 PM: CLIFF MASERT ORAWN: SECOND FLOOR PLAN .4 I STRUCTURE ABOVE 101.01 � 1028 10802 4 I ( I I f .. _. , ,- _ _. -, - CKSONIIIIIIIIIIIIIII CON III IF a u C IF 1 0 N EAN C5 I � I I GATEWAY NORTH 11 6TH STREET - L TUKWILA, WASHINGTON 3 . 0 G11B HE -ER 00 A FIF v 11 A I t I - ff r T , CEILING I .10 .-. sp 00000 in -j YZ- L�Izz AZZZZ 3 To JER g-6 AkT CE10 G III � - '..• .;• •.' � ...•.. .- •.•... 0 T 0 IWI so III y GM J&(LING �� I . L RECEPTION 1'4r ITYP t ^ �� '':• .:. •'. SLOPE UP '' . ' O ` Ii I ;;,.' :� :. .... • % % 1'4r \t.20 % IOU 1 .8 �� l1i ll m m m SON NONE �u� ����a,'o M �■ ■o��o■�; � �� vin o�■� _:_��_�_ - - - - -, EN, 11��0��� u � IN -Ell ■moo ■ti■�ie■�� Eiinommiiimoumm ii��iii��� = �■� mm i �� MEN-Igo EME111 iu � �� fl 1�����1■�II III I■■ 0 m OFFICE F Li - - - - - - - - - - - - - - - - C8 - - - - - - - - -- - - I �� C REFLECTED CEILING PLAN A B cc�l CD, SCALE: 1!40 = 1'-0" L o iiiio = ii6iij�aii���i I loom S I1������I �� ������� M U LV N N Y, G 2 oil 1110112THAVE.NE I SUrTE5001 OMEN BELLEVUE, WA 1 "W4 1425.483.2000 1 f425.4632002� Iwo 02011 ii uml !m m em on S�a mm �sqm" ii�!�n ■ai �� SEFJ ROOM cl NG low 0 4' $Z M IT CHELL C. SMITH, ARCHITECT GENERAL NOTES KEYNOTES RCP LEGEND I LIGHT FIXTURE TO BE CENTERED OVER CARPET STRIP SEE FLOOR FINISH 1. REFER TO SHEET IDG1.02FOR REFLECTED C9JNG PLAN GENERAL NOTES 11111. U.O.N. THE LOCATION OF LIMIT FUR ORES SHALL BE DETERMINED BY THE CEILING GRID PATTERN. I 1waaamd ft" cw ""We 4 c U.O.N., ALL FIXTURES SHALL BE LOCATED IN CENTER OF CEILING TILE PLAN.TYP. SYMBOL TYPE DESCRIPTION SYMBOL TYPE DESCRIPTION ow"ftew in w �� ftm VWhWwVW AMMOM I VERIFY CEILING GRID & INSTALL L04T FUTURES & EXIT SIGNS AS SHOWW THE GENERAL CONTPACTOR SMALL OBTAIN EXACT DIMIENS OF IWMqIDESCEW, LIGHT CENTER LIGHT FIXTURE INION ROOM, WALL OR OPENING. i'l i DATE I DESCRIPTION I REWORK SPRW-LERS & HVAC AS REQUIRED. VERIFY THAT SPRIINKLER PLACEMENT COMPLIES FIXTURES AT HARD CEILINGS FROM ARGI`-qTECTAJGHTING CONSULTANT PRIOR TO INSTALLATION 3 &4r A.F.F. LOW WALL NEW RECESSED Z X 4'FL(XJRESCENT LIGHT FIXTURE - ------ - Wrl ALL APPLI'CARE CODE REOUPWANTS. 9E-CiRCUT & RE-SWITCH ALL LIGHTING AS ON NEW UNDERCABINET FLOURIESCENT TASK LIGHT (ON SEPARATE — yW2C0i'? PERMIT SUBMISSION SWITCH) REQUIRED 10 PROVIDE AND INSTALL ACCESS PANES AT DRYWALL CEILINGS AS REQUIRED TO ACCESS IJIFEISAFETY ANDfOR MECHANICAL AND ELECTRICAL EQUIPMENT. LOCATIONS TO BE APPROVED By 4. INDICATE SPRINKLER HEAD LOCATION ON ENGINEEI�ED SPRIONCLER SYSTEM SHOP DRAWINGS- NEW SUSPENDED PENDANT LIGHT FIXTU I ARCHMECTMESGNER. PANEL SUE TO MEET GOVERNING CODES, (24- X 24- MIN.). NEW NO USED crrY - w &MIT TO ARCHITECTADESKWR FOR REVIEW cIRIOR TO START OF WORK. IM. ALL INCANDESCENT AND LOW VOLTAGE LIGHT FIXTURES SHALL BE ON DIMMER CIRCUITS, TYPICAL. 6. ALL SPRINKLER HEADS AT ". 00 CEILING WALL K FULLY CONCEALEI01.(WHITE) ALL DIMMER SWITCHES SHALL BE BY LUTRON LUMEA 2 SERIES, WHITE, U.O.N. NEW SUSPENDED PENDANT LIGHT FIXTURE TELECONFERENCING LK*fflNG G. RELOCATE, RETROFIT FOR INSTALL NEW FIRE/ LIFE SAFETY ANNUNCIATION MICES AS 92. ELECTRICAL. ENGINEER WALL PROVIDE CMCUITIING FOR ALL LIGHT SWITCHES. REQUIRED TO COMPLY WITH ALL APPLICABLE CODES ARCHITECTODESIGNER SHALL BE PROVIDED WITH LGHTM PLAN SHOP DRAWINGS AND SUBMITTALS FOR REVIEW PRIOR TO ORDERING AND INSTALLATION NEW DIRECTK)NAL ACCENT CEILING LC*ff FIXTURE (PAR 30 7. ALL STROBES TO SE CEIIIAG MOUNTED, U.O.N. MULTI - SPOT) F14 WALL WASH FIIXTIURIE 1. ALL M AND LIFE SAFETY SYSTEM DEVICES SPECIIFICATIONS AND LAYOUT TO MEET 13. FOR EXIT SIGN AND NEW SWITCH LOCATIONS -SEE ELECTRICAL ENG BANS REQUIREMENTS DETERMINED BY KING COUNTY. p SWITCHING OF ENCLOSED ROOMS & OFFICES PER WASHINGTON ENERGY CODE. NEW SUSPENDED SINGLE CEILING FIXTURE (MINIMUS) F, 5 NEW RECESSED DIRECTIONAL ACCENT LIGHT I GENERAL CONTRACTOR SHALL RMISH ARCHITECTMESCOER WITH PLANS SHOWING LOCATIONS g5 GANG SWITCHES UNDER ONE COVER PLATE WHEN POSSAIE OF ALL UGHT SENSORS, EMERGENCY LOW STROBES. SMOKE DETECTORS, LIFE SAFETY KWIC NEW RECESSED CAN FIXTURE 0"1 1041 It ANNOUNCEMENT SPEAKERS AND THERMOSTATS FOR REVIEW TO ORDERING AND N ALL WALL MOUNTED FIXTURES SMALL BE MOUNTED SO AS NOT TO PROTRUDE BEYOND 4' FROM W MOUNTED UGHT ON FURNITURE WALL INSTALIAT110N• THE FACE OF THE WALL AT A HEIGHT OF 94r A.F.F. U.O.N. => (9 IPM: CLIFF HASERT 111. CELPIG AS REQUIRED M D FOR NEW WALL LOCATIONS ly PROVIDE SHADOW MOLDING AT TRANSITION SEEN DRYWALL CEILINGS AND ACOUSTICAL. TILE F DRAWN: 12. GENERAL CONTRACTOR TO VERIFY IN FILD QUWrrTIIES OF RELOCATED VERSUS NEW FRTURES CEILING OR SOFFITS, T". DOUBLE SUSPENDED CEILING LIGHT FIXTURE (MINIMUS) LIG NOT USED I& ALL U13KT FIXTURES ARE NEW PER SPECJFICATM, U.O.N. NEW EXIT MIN TO MATCH BUILDING STANDARD RCP U. ALL REUSED LIGHT FWURES TO SE REAAMPED. Ne* SUSPENDED LINEAR LKWT FWTUIRE ARROW DIREC TIONS AND LOCAMINS VARY PER PLAN GROUND FLOOR 16. W TO RAN FOR ALL CLING HEIIGHTS, NEW MNS CEILING, WE RCP PLAIN FOR HE*HT 'PLAN N. A WALL WASHERS AM "MERS TO BE PLACED 0 CENTER OF TILE U . O . N . U W 4 VANITY LK*fT FIXTURE (TOOL) '02-20.01 V. SUPPORT & BRACE CEL ft NG O & FIXTURES A$ REQUIRED I►f WARNNG CODES & i PROVIDE "ff SIGNS A$ SHOWN & PER FIRE INSPECTORS REOUMMENTS 21 4' FLOLNtESCENT LIGHT FOCTURES NEW 7 X 7 SUSPENDED CERJNG Oft & ACT TU* SEE 11CP (FIXTURE H9=N ADM TRANSLUCENT PWAA PLAN FOR HEIGHT A 41 7 it •3- I 1 I Ll c 6 *, "*l � - - ---- -- - C5a CEILING GRID SETOUT POINT C7 I I I I I I 43 REFLECTED CEILING PLAN A B , D 7 1 � 1 GENERAL NOTES KEYNOTES IRCPLEGEND r I. REFER TO SHEET IDG1 02 FOR REFLECTED CEILING PIMP GENERAL NOTES 19. U.O.N THE LOCATION OF LIGHT FIXTURES SHALL BE DETERMINED BY THE CEILING GRID PATTERN. U.O.N., ALL FIXTURES SHALL BE LOCATED IN CENTER OF CEILING TILE. 2. VERIFY CEN.ING GRID 6 INSTALL LOW FIXTURES 6 EXIT SIGNS AS SHOWN 1 LIGHT FIXTURE TO BE CENTERED OVER CARPET STRIP. SEE FLOOR FINISH Pte' TYP. 2 CENTER LIGHT FIXTURE IN/ON ROOM, WALL OR OPENING. SYMBOL TYPE DESCRIPTION SYMBOL TYPE DESCRIPTION 19. THE GENERAL CONTRACTOR SHALL 013TAI N EXACT DIMENSIONS OF INCANDESCENT LIGHT S. REWORK SPRINKLERS S HVAC AS REQUIRED. VERIFY THAT SPRINKLER PLACEMENT COMPLIES FIXTURES AT HARD CEILINGS FROM ARCH ITECTILIGHTING CONSULTANT PRIOR TO INSTALLATION WITH ALL APPLICABLE CODE REQUIREMENTS. RE-C RCUT & RE- SWITCH ALL LIGHTING AS REQUIRED 10. PROVIDE AND INSTALL ACCESS PANELS AT DRYWALL CEILINGS AS REQUIRED TO ACCESS LlFUWc'TY ANIYOR MECH A NKAL AND ELECTRICAL EQUIPMENT. LOCATIONS TO BE APPROVED BY 4. INDICATE SPRV4KL.ER HEAD LOCATION ON ENGINEERED SPRIMC ER SYSTEM SHOP DRAWINGS; ARCHITECYRIESIGINER. PANEL SIZE TO MEET GOVERNING CODES. (14' X 24• MIN.) 3 &4r A.F.F. LOW WALL 4 NEW ROOF HATCH AND ALTERNATING TREAD STAIR, LOCATION TO BE COORDINATED ON SITE F1 NEW RECESSED 7 X 4' FLOURESCENT LKIHT FIXTURE - _- ---- -_ F11 NEW UNDERCA8INET FLOURESCENT TASK LIGHT (ON SEPARATE WITCH) F2 NEW SUSPENDED PENDANT LIGHT FOCnJRE F12 NEW NOT USED SUBMIT TO ARCHITECTIDESIGNER FOR REVIEW PRIOR TO START OF WORK � F3 NEW SUSPENDED PENDANT LIGHT FIXTURE 21. ALL INCANDESCENT AND LOW VOLTAGE LIGHT FUMMS SHALL BE ON DIMMER CIRCUITS, TYPICAL. S. ALL SPRINKLER MEADS AT GYP. 90. CEILING SHALL BE FULLY CONCEAALED.(V*M) ALL DIIBM ER SWITCHES SHALL BE BY LUTRON, LUMEA 2 SERIES, WHITE, U.O.N. F13 TELECONFERENCING LIGHTING 1. RELOCATE, RETROFIT SIOR INSTALL NEW FIRE/ LIFE SAFETY ANNUNCIATION DEVICES AS ill. ELECTRICAL ENGINEER SMALL PROVIDE CIRCUITING FOR ALL UGHT SW ITCHES. - REQUIRED TO COMPLY WITH ALL APPLICABLE CODES. ARCHITECTIDESIGNER SHALL BE PROVIDED WTTH LIGHTING PLAN SHOP DRAWINGS AND SUWTTAIS FOR REVIEW PRIOR TO ORDERING AND INSTALLATION. 1. ALL STROBES TO BE CEILING MOUNTED. U.O.N. F4 NEW DIRECTIONAL ACCENT CEILING LIGHT FIXTURE (PAR 30 MULTI - SPOT) F14 WALL WASH FO(TURE 2.1. FOR EXIT SM AND NEW SWITCH LOCATIONS -ME ELECTRICAL ENG PLANS F5 NEW SUSPENDED SINGLE CEILING FIXTURE (MINIMUS) Q 1S NEW RECESSED DIRECTONAL ACCENT LK3HT 1. ALL FILE AND LIFE SAFETY SYSTEM DEVICES SPECIFICATIONS AND LAYOUT TO MEET REQUIREMENTS DETERMINED BY KING COUNTY N. SWRCHING OF ENCLOSED ROOMS l RG OFFICES PER WASHINGTON ENEMY CODE. 1. GENERAL CONTRACTOR SHALL FURNISH ARCHTTECTOESIGINER WITH PLANS SHOWING LOCATIONS 2i, GANG SWITCHES UNDER ONE COVER PLATE WHEN POI Saf. OF ALL LIGHT SENSORS, EMERGENCY LIGHT STROBES. SMOKE DETECTORS, LIFE SAFETY KE PUBLIC 0. ANNOUNCEMENT SPEARS AND THERMOSTATS FOR REVIEW PRIOR TO ORDERING AND �• ALL WALL MOUNTED FWURES SMALL BE MOUNTED 90 AS NOT TO PROTRUDE BEYOND 4• FROM INSTALLATION. THE FACE OF THE WALL AT A HEIGHT OF r4r AF.F. U.O.N. - 0 F8 NEW RECESSED CAN FIXTURE NEW MOUNTED LK,IIiT ON FURNTTIJRE WALL O DOUBLE SUSPENDED CEILING LKIHT FDRURE (MINIMUS) � F 1 L NOT USED 11. REWORK CUING AS REQUIRED FOR NEW WALL LOCATIONS. g7 PROVIDE SHADOW MOLDING AT TRANSITION BETWEEN DRYWALL CEILINGS AND ACOUSTICAL Tx. �� OR SOFFITS. �. 12. GENERAL CONTRACTOR TO VERIFY IN FIELD QUANTITIES OF RELOCATED VERSUS NEW FDRURES FB NEW SUSPENDED LINEAR LIGHT FDCTURE NEW EXIT SIGN TO MATCH BUKJMNG STANDARD ARROW DIRECTIONS /MAD LOCATIONS VARY PER PLAN 13. ALL LOUT FIXTURES ARE NEW PER SPECIFICATION, U.O.N. M. ALL REUSED LI FIXTURES TO BE RE{AMPEO. 11. REFER TO PLAN FOR ALL CELL NG MEKi MTS. NEW OM CEL04, SEE RICO PLAN FOR HEIGHT Fsi VANITY LIGHT FIXT (TOOL) URE 1/. ALL OOwN1lIGH NAZI WABFIERS AND �INlQERB TO BE PLACED IN CENTER OF TILE. U.O.N. NEW X SUSPENDEI CER BNCi OM 8 ACT T>L,ES, SEE RCP PLAN FOR FIEIOMT 17. SUPPORT i BRACE CEILING GRID i FIXTURES AS REQUIRED BY GOVERNING CODES i REGULATIONS. PROVIDE EXR 910N8 AS 9HgWIN i PER FIRE INSPECTORS REGI 4W AL — L.--- — � f 1 �F HIDDEN AOOVE TWw>ILUCENT PANELS) ACKSON.M J r. lb c *2 oNs ToucT loN I)E N GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON • i i } i , r 0 4' V 18' 92' MITCHELL C. SMITH, ARCHITECT "IIIIalall • wwanfyci7 Art�tcan• AM raft mmrvW No art of to mw"mm nN a nI a'' m " in ow tmf or W rfr ffl r saw vrfwwen n WOV *am MA w#VM weirtoWe : T719 ;� DATE DESCRIPTION 12004 PERMIT SUBMISSION 0"l pp110 ��( 01 DRAVIIN�F M aW RCP SECOND FLOOR PLAN " 10220e 02 . , .war+ • _.� ----- -. _ _ _.... _ .,...— �..�.- - �_ —.� +- _ .� _-�.. ter,• -_ rr- - .�_r...w�_.,..rr�..w -- - - -- - - ----- � - - • ..rr.r... _.,.La.'s.►. .,;�,,,i .... �.,i,r ., . -.. ._ ` fir. ,.�y� .�/•y �'''�,�.�" .�.+"7T • :ias ,1 �y�;iF�1 ' v may► + rAAl�raw/�',Ar �/� '. _..►•: _ . - ... rt r �' , • i i } i , r 0 4' V 18' 92' MITCHELL C. SMITH, ARCHITECT "IIIIalall • wwanfyci7 Art�tcan• AM raft mmrvW No art of to mw"mm nN a nI a'' m " in ow tmf or W rfr ffl r saw vrfwwen n WOV *am MA w#VM weirtoWe : T719 ;� DATE DESCRIPTION 12004 PERMIT SUBMISSION 0"l pp110 ��( 01 DRAVIIN�F M aW RCP SECOND FLOOR PLAN " 10220e 02 . , .war+ • _.� ----- -. _ _ _.... _ .,...— �..�.- - �_ —.� +- _ .� _-�.. ter,• -_ rr- - .�_r...w�_.,..rr�..w -- - - -- - - ----- � - - • ..rr.r... _.,.La.'s.►. .,;�,,,i .... �.,i,r ., . -.. ._ ` fir. ,.�y� .�/•y �'''�,�.�" .�.+"7T • :ias ,1 �y�;iF�1 ' v may► + rAAl�raw/�',Ar �/� '. _..►•: _ . - ... rt r �' II I 5a T-1 II II II II II I I C6 Cam-- C8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A) ---------------- ----------- GROUND FLOOR FURNITURE PLAN x_111 I X Eg o J CKSON. CONSTRUCTION DEAN' GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1110 112TM AVE. NE SUITE 500 BELLEVUE, WA I 99004 t 425.463.2000 1 f 425.463. lMuhnwwiyG2.00m 0 4' Ir 16 MITCHELL C. SMITH, ARCHITECT NMI APCHFW AN I" mvW%'W No =r of ru Qwgw mw b 0 , I " , e in "dorm or rf wv mas wow pw"w"Im m wrp 6w ML*4wwvm A DATE DESCRIPTION ?IV2M PERMIT SUBMISSION sell 011-0110*1 PM: CLIFF HASERT DRAWN: f GROUND FLOOR FURNITURE PLAN 9 102w40901 v I * . WW.. .n I Irzt " low lrtc& for I Jd" qk 0 4' Ir 16 MITCHELL C. SMITH, ARCHITECT NMI APCHFW AN I" mvW%'W No =r of ru Qwgw mw b 0 , I " , e in "dorm or rf wv mas wow pw"w"Im m wrp 6w ML*4wwvm A DATE DESCRIPTION ?IV2M PERMIT SUBMISSION sell 011-0110*1 PM: CLIFF HASERT DRAWN: f GROUND FLOOR FURNITURE PLAN 9 102w40901 v I * . WW.. .n I Irzt " low lrtc& for I Lg C6 ) I OP OFF ICE 212 I C7�) C8 CA p. SECOND FLOOR FURNIT PLAN SCALE 114" = l'- 0" OPE Tom_ ING r — — 1 / 1 / i . i o— r t 1 % 1 � 1/ r -• i t� �sa 1 / t I 1 / 1/ t/ 1 . r -- 1/ = I 1 � , 1 % � j� �.s t % � E �P 2 i 2004 � �i!t iViS �1NG 40 3 J ACKSO : C0015T0UCT10N DEAN' GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1110 112TH AVE. NE SUITE 500 9ELLEVUE, WA 198004 ' t425.463.2000 f425.463. MulvenryMmor n' I , 1. t. 40 3 J ACKSO : C0015T0UCT10N DEAN' GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1110 112TH AVE. NE SUITE 500 9ELLEVUE, WA 198004 ' t425.463.2000 f425.463. MulvenryMmor n' I T 1 �\ 0 4' V IV 32' MITCHELL C. SMITH, ARCHITECT MaaWT a wtrl>I�t��ot� I � Mw.rr+�u �ra+rou. M "wft rMwroo A o Dwt of Ms Aompom m" b1 I� A ,, m in wM fwm of br wM mms uww pa mea On in oft fwm MWwrryQ2 AroflMaM� DATE DESCRIPTION 7A 2004 PERMIT SUBMISSION LR"VX — JUL I PE'Fllblrr CPO" 04-0110-01 PM: CLIFF HASERT DRAWN SECOND FLOOR FURNITURE PLAN • ' �:, . - _. _. ,��- _ -. .. -_' .� .... _._. _ _. _ .. _ ...- �» .r -.� . +�.- - .�... -�-- .� . ..� •-.. -. _.► _. .-.-�. � .. .� -- ».- -.� ..-- �._ � - ....�...�. .� -.—. — _ w.�..++.- -..- . -.... _ - -.... -�.� - �,. - r ! - _ .rr. . �..r.w► "+�M.�/M.�.�. .wn� ...��+wr w..► w NN�v..r w '` r , +w ' •.r...•�.�.w .. +w.-w :em � .VI�.�.«i�rM.w. .�. .,. � ".�� '�'"'r'•.�'. , 1. ,r t T 1 �\ 0 4' V IV 32' MITCHELL C. SMITH, ARCHITECT MaaWT a wtrl>I�t��ot� I � Mw.rr+�u �ra+rou. M "wft rMwroo A o Dwt of Ms Aompom m" b1 I� A ,, m in wM fwm of br wM mms uww pa mea On in oft fwm MWwrryQ2 AroflMaM� DATE DESCRIPTION 7A 2004 PERMIT SUBMISSION LR"VX — JUL I PE'Fllblrr CPO" 04-0110-01 PM: CLIFF HASERT DRAWN SECOND FLOOR FURNITURE PLAN • ' �:, . - _. _. ,��- _ -. .. -_' .� .... _._. _ _. _ .. _ ...- �» .r -.� . +�.- - .�... -�-- .� . ..� •-.. -. _.► _. .-.-�. � .. .� -- ».- -.� ..-- �._ � - ....�...�. .� -.—. — _ w.�..++.- -..- . -.... _ - -.... -�.� - �,. - r ! - _ .rr. . �..r.w► "+�M.�/M.�.�. .wn� ...��+wr w..► w NN�v..r w '` r , +w ' •.r...•�.�.w .. +w.-w :em � .VI�.�.«i�rM.w. .�. .,. � ".�� '�'"'r'•.�'. y. 5a J CKSONSIN cold fTRUCTION SEAN' GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON .. v v X N M 1110 112TH AVE. NE I SUITE 500 BELLEVUE. WA 1 99004 It 425.463.2000 1 t 425.4632002 Muh►annyG2.mn C7� 6.-- - - - - C � i FLOO FI PLAN SCALE 114" = 1'- 0" KEY NOTES GENERAL FINISH NOTES tO EXISTING FLOOR TO BE DIAMOND HONED OR STAINED I. REFER TO SHEET IDG1.02 FOR FLOOR FINISH PLAN GENERAL NOTES FOR ADDITIONAL NOTES 2. ALL CARPET TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. UNO- 3. ALL CARPET SHALL BE DIRECT GLUE DOWN U.O.N. 4. ALL RUBBER /VINYL BASE TREATMENTS THROUGHOUT ARE TO BE AS FOLLOWS LION. STRAIGHT BASE AT CARPET COVED BASE AT VINYL COMPOSITION TILE FLOORING OR SHEET 5• PROVIDE MERCER TILE/CARPET JOINER AT ALL TRANSITIONS BETWEEN VCT OR LINOLEUM FLOORING AND CARPETING UON COLOR BLACK 6• ALL CARPET ARE TO BE SEALED AS PER CARPET MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS T. CONTRACTOR SHALL SUPPLY SEAMING DIAGRAM TO ARCHITECT FOR APPROVAL BEFORE ORDERING AND PRIOR TO INSTALLING MATERIALS. 11. PROVIDE AND INSTALL VCT FLOORING AS INDICATED ON THE PLANS. INSTALL PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDED METHODS OF INSTALLATION �• CONTRACTOR TO PROVIDE I W SATIN STAINLESS SCHLUTER STRIP AT ALL TRANSITIONS BETWEEN STONE FLOORING AND CARPET. 10. CONTRACTOR TO PROVIDE THREE EACH SAMPLES OF ALL FINISHES TO MULVANNYG2 FOR APPROVAL PRIOR TO INSTALLATION. 11. GENERAL CONTRACTOR TO FEATHER FLOORING AT ALL FLOOR FINISH TRANSITION AS REQUIRED. 12. GENERAL CONTRACTOR TO PATCH AND REPAIR FLOOR AS REQUIRED. 13. ALL FINISHES TO COMPLY WITH CLASS 3 FLAMI` SPREAD REQUIREMENTS. 14. RB-1 BASE THROUGOUT, U.O.N. f t dkt 0 4' MITCHELL C. SMITH, ARCHITECT �1 >c" I M Vft mmva No aW d bra oxwmr mfr to wwwAum r, OW lode a qr ey nwrn wow moron in oft b m 1MmvWci2 Arv�c�r� - `- DATE DESCRIPTION 702004 PERMIT SUBMISSION OF TLI yr JUL 1 04-0110-01 PM: CLIFF HASERT DRAWN: FLOOR FINISH PLAN r i02s50o0l ..��.11a.' +'�' �i�'�ft ?.'�. - .� ;�• .'+► A g C p ;, E F� rte,► 0 I� �tw' 5 �--- _ - - v FLOOR FINISH PLAN C 6 � 1---- C7,1' C SCALE. 1/4" = 1'- 0" GENERAL FINISH NOTES I. REFER TO SHEET IDG1.3-2 FOR FLOOR FINISH PLAN GENERAL NOTES FOR ADDITIONAL NOTES 2• ALL CARPET TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. UNO. I ALL CARPET SHALL BE DIRECT GLUE DOWN U O.N. 4. ALL RUBBERIVINYL BASE TREATMENTS THROUGHOUT ARE TO BE AS FOLLOWS LION. STRAIGHT BASE AT CARPET COVED BASE AT VINYL COMPOSITION TILE FLOORING OR SHEET 5. PROVIDE MERCER TILE/CARPET JOINER AT ALL TRANSITIONS BETWEEN VCT OR LINOLEUM FLOORING AND CARPETING UON COLOR BLACK 6. ALL CARPET ARE TO BE SEALED AS PER CARPET MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS 7. CONTRACTOR SHALL SUPPLY SEAMING DIAGRAM TO ARCHITECT FOR APPROVAL BEFORE ORDERING AND PRIOR TO INSTALLING MATERIALS. �• PROVIDE AND INSTALL VCT FLOORING AS INDICATED ON THE PLANS INSTALL PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDED METHODS OF INSTALLATION �• CONTRACTOR TO PROVIDE 1M" SATIN STAINLESS SCHLUTER STRIP AT ALL TRANSITIONS BETWEEN STONE FLOORING AND CARPET. 10. CONTRACTOR TO PROVIDE THREE EACH SAMPLES OF ALL FINISHES TO MULVANNYG2 FOR APPROVAL PRIOR TO INSTALLATION. 11• GENERAL CONTRACTOR TO FEATHER FLOORING AT ALL FLOOR FINISH TRANSITION AS REQUIRED. 12. GENERAL CONTRACTOR TO PATCH AND REPAIR FLOOR AS REQUIRED. 13. ALL FINISHES TO COMPLY WITH CLASS 3 FLAME SPREAD REQUIREMENTS. 14 R10-1 BASE THROUODUT, U.O.N. 04-0110-01 PM: CLIFF HASERT DRAWN: r lk, 1 i SECOND FLOOR FINISH PLAN • • - _ _— - ....._ ..- _—.- _- .�„r�- �.,... -. .-. �_ .. __� --.� -....- � . .. _ �►. �. -... -. .... �.� ♦�++.�• r� - - -. . �.... .�..... -_..- , v. -" '- .�._l.r..- -� -.r. r .. ..� 1 .. .. «.... �. _•.. _:�.1. _.,. .�..:. �� =� �* _�_. • «� -_. .. � 1 ��..� � .. Arii�L r- . I I A► B C� r I ( 'E) D K9k oo�oE p wnv*O s o 2 8 200 .*, °t, oM ION r w _, t J AC 9014 4 TIYCt101N DEAN` GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1110 112TH AVE. NE I SUITE 500 i BELLEVUE, WA 1 99004 ' 1 425.463.2000 1 f425.4832002 MuWwwiyG2.00m' i' 7 0 37 �>IAITCHELL C. SMITH, ARCHITECT M ngft neenwa No mn of ra eomnwt mW be wproeuc we in oM loan or b ow ff wr sw our Pw "mm^ ^ w a f o Mk*wvV 7 homeam . �. DATE . DESCRIPTION /V2004; PERMIT SUBMISSION i I I �.J P II 2 III P I 4 I I II I I I I it I� I II ll I � II II II II II II I I I z R( II I I II II II II II II I r5a II I II I I s• 1 ' i I I 1 1 I I Alt I I + iOPEN OFFICE I 1 I I 11Z II P II 2 i 13m L I I - II I I SUBROOM F E FCE I 116 117 118 II I I II II II II I II I 1 li II II tl I I II II I I 7; - - _____ ______ ______________ -__ I II I I 1 I I I i C CA WALL FINI PL SCALE. 1/4" = 1'- 0" 1 CB My Of TiAnwp BUILDING DMSION Fi J C CON$TIUC11ON l r GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA I 99004 t 425.463.2000 I f 425.463.2002 MWvwnnyG2.mn 1• T, 0 4' 8' 16' 37 MITCHELL C. SMITH, ARCHITECT a NwWaN • "wr..vi2 hoomck . M Vft msRMtl Nu aW of to 0oanwr mW be --dmwwqwmoroydmf"� 6- - ownw.a, r, orm Gem WWmwVW Aipftot.a " 1110 t, FI E 114 122 I I >f I I - F 4 / -...— .rr�..�r. �. �� .� .�.n..��— � .__�+.r. oi► w+�— r... .+.��.r� �r+�,.✓t. r ..r r+ �...�� _ KITCHEN 111 I i i I � P ,� I 4 STAIR I ,) rn 124 I �� F FIL __ E I 1 125 I i I r ' I P I 4 i I SERVER . 1 REVIEWED FOR BODE COMPLIANCE jkp SEP 2 8 P GENERAL FINISH NOTES 1. REFER TO ADDITIONAL FINISH NOTES SHEET IDG1.02. 11. ALL WALLS SHALL BE P -1 WHITE FINISH U.O.N. s 2. REFER TO PROJECT SPECIFICATIONS ANDIOR MANUFACTURERS SPECIFICATIONS BE APPLIED BY DIRECT GLUE AND SHALL BE BACKED FOR WALL APPLICATION. WALLS j• FOR GENERAL PRODUCT INFORMATION AND INSTALLATION. SHALL BE SANDED SMOOTH & PRIMED TO RECEIVE WALL COVERING, 3 CONTRACTOR SHALL EXAMINE ALL SURFACES TO BE FINISHED AND VERIFY THAT 13. WALL FINISH SPECIFICATIONS: THEY ARE REASONABLY ACCEPTABLE TO RECEIVE SPECIFIED FINISHES A. ALL WALLS SHALL BE PRIMED WITH ONE COAT USG FIRST 4. SURFACE DEFECTS OR DEFICIENCIES WHICH MAY ADVERSELY AFFECT WORK B ALL WALLS SHALL RECEIVE ONE COAT PRIMER SHALL BE CORRECTED OR BROUGHT TO THE ATTENTION OF THE GENERAL C. ALL WALLS SHALL RECEIVE TWO COATS FINISH PAINT PER SPECIFICATION CONTRACTOR FOR CORRECTION PRIOR TO COMMENCEMENT OF WORK 14. SEE REFLECTED CEILING PLAN(S) FOR CEILING FINISHES AND LOCATIONS. S ALL SURFACES SHALL BE PREPARED AND PRIMED ACCORDING TO 16. ALL DRYWALL CEILINGS, SOFFITS AND FASCIAS SWILL BE PAINTED P -1 U.O.N. FOR MANUFACTURERS' DIRECTIONS AND RECOMMENDATIONS. ACCENT COLORS REFER TO CEILING PLAN. FOR LOCATION REFER TO CEILING PLAN. 8. 1• T, 0 4' 8' 16' 37 MITCHELL C. SMITH, ARCHITECT a NwWaN • "wr..vi2 hoomck . M Vft msRMtl Nu aW of to 0oanwr mW be --dmwwqwmoroydmf"� 6- - ownw.a, r, orm Gem WWmwVW Aipftot.a " 1110 t, FI E 114 122 I I >f I I - F 4 / -...— .rr�..�r. �. �� .� .�.n..��— � .__�+.r. oi► w+�— r... .+.��.r� �r+�,.✓t. r ..r r+ �...�� _ KITCHEN 111 I i i I � P ,� I 4 STAIR I ,) rn 124 I �� F FIL __ E I 1 125 I i I r ' I P I 4 i I SERVER . 1 REVIEWED FOR BODE COMPLIANCE jkp SEP 2 8 P .,.,r , OAF T(I�yy� If OR WALL FABR UPHOLSTERY TO ARCHII ECT FOR APRROVAL. WALLJDOOR FINISH SUBMIT (3) IrXlt SAMPLES FOR APPROVAL OF EACH F�1 DOORS GROUND FLOOR I. ALL VERTICAL SURFACES TO RECEIVE BASE U.O.N. TO BE SHOP PAINTED BY FINELINE OR OTHER APPROVED PAINT CONTRACTOR. W ALL FINISH 10- NO WALL BASE SEAM TO OCCUR WITHIN I r OF A WALL CORNER PLAN "02 - - - .. .. r.► x�... c. ..: �+...../ �s. Wi��Yi .1ei,.:,ti.�.a.�.i,�.....i .... f ..�....L rte.. ,F; 4 1 I OFFICE 120 I i ---- - - - - -- i i i C cp Tr I n 04-0110-0'1 PM- CLIFF HASERT DRAWN: GENERAL FINISH NOTES 1. REFER TO ADDITIONAL FINISH NOTES SHEET IDG1.02. 11. ALL WALLS SHALL BE P -1 WHITE FINISH U.O.N. 12. PROVIDE & INSTALL WALL COVERING AS INDICATED ON PLANS, ALL WALL COWERING TO 2. REFER TO PROJECT SPECIFICATIONS ANDIOR MANUFACTURERS SPECIFICATIONS BE APPLIED BY DIRECT GLUE AND SHALL BE BACKED FOR WALL APPLICATION. WALLS FOR GENERAL PRODUCT INFORMATION AND INSTALLATION. SHALL BE SANDED SMOOTH & PRIMED TO RECEIVE WALL COVERING, 3 CONTRACTOR SHALL EXAMINE ALL SURFACES TO BE FINISHED AND VERIFY THAT 13. WALL FINISH SPECIFICATIONS: THEY ARE REASONABLY ACCEPTABLE TO RECEIVE SPECIFIED FINISHES A. ALL WALLS SHALL BE PRIMED WITH ONE COAT USG FIRST 4. SURFACE DEFECTS OR DEFICIENCIES WHICH MAY ADVERSELY AFFECT WORK B ALL WALLS SHALL RECEIVE ONE COAT PRIMER SHALL BE CORRECTED OR BROUGHT TO THE ATTENTION OF THE GENERAL C. ALL WALLS SHALL RECEIVE TWO COATS FINISH PAINT PER SPECIFICATION CONTRACTOR FOR CORRECTION PRIOR TO COMMENCEMENT OF WORK 14. SEE REFLECTED CEILING PLAN(S) FOR CEILING FINISHES AND LOCATIONS. S ALL SURFACES SHALL BE PREPARED AND PRIMED ACCORDING TO 16. ALL DRYWALL CEILINGS, SOFFITS AND FASCIAS SWILL BE PAINTED P -1 U.O.N. FOR MANUFACTURERS' DIRECTIONS AND RECOMMENDATIONS. ACCENT COLORS REFER TO CEILING PLAN. FOR LOCATION REFER TO CEILING PLAN. 8. CONTRACTOR IS TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS 18. BUILDING TO PROVIDE BLINDS TO MATCH THE BALANCE OF THE BUILDING AT PERIMETER REGARDING CONDITIONS OR LOCATIONS FOR APPLICATION OF MATERIAL PRIOR TO WINDOW WALLS. OR DURING CONSTRUCTION/ INSTALLATION, OR TRADE RESPONSIBILITY FOR IT ALL EXISTING DEMOUNTABLES SMALL BE P.1 U.O.N. CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT. 1I. CONTRACTOR TO PROVIDE LEVEL 5 FINISH DETAIL FOR DRYWALL Q ALL ACCENT WALLS. I. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES AND APPROVE ALL NECESSARY TOUCH -UP 1o. CONTRACTOR TO PAINT TRIM OF PROJECTION SCREEN TO MATCH CEILING, PAINTING OR PATCHING. 20. ALL FINISHES TO COMPLY WITH CLASS 3 FLAME SPREAD REQUIREMENTS. 8 GENERAL CONTRACTOR SMALL SUBMIT (3) EACH SAMPLES OF ALL FINISH .21 ALL DOORS WHICH RECEIVE PAINTED FINISH SHALL BE PAINTED TO MATCH ADJACENT MATERIALS AND SEAMING DIAGRAMS AT ALL WALLS TO RECEIVE WALL COVERING WALL TYPICAL U O N ALL FRAMES SHAL .,.,r , OAF T(I�yy� If OR WALL FABR UPHOLSTERY TO ARCHII ECT FOR APRROVAL. WALLJDOOR FINISH SUBMIT (3) IrXlt SAMPLES FOR APPROVAL OF EACH F�1 DOORS GROUND FLOOR I. ALL VERTICAL SURFACES TO RECEIVE BASE U.O.N. TO BE SHOP PAINTED BY FINELINE OR OTHER APPROVED PAINT CONTRACTOR. W ALL FINISH 10- NO WALL BASE SEAM TO OCCUR WITHIN I r OF A WALL CORNER PLAN "02 - - - .. .. r.► x�... c. ..: �+...../ �s. Wi��Yi .1ei,.:,ti.�.a.�.i,�.....i .... f ..�....L rte.. ,F; 4 1 I OFFICE 120 I i ---- - - - - -- i i i C cp Tr I n 04-0110-0'1 PM- CLIFF HASERT DRAWN: r� C CAD 6WPPL MOPtOVED SV 2 6 2004 GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 5 - - 0 wk0ow"m M1l4, -- AM vu rw %vd No w d fr Oooennf nw be RWO& —d in WV %- or bI &V HIS* wo W annlyion ti-"*-" 1AM"Cia pah"oh" 5 r .p j � r • 1i fe C7 4.-- - — - C8, \ ---. WALL FINISH PLA S CALE 1/4 - 1'- 0" A► CE 1 r A/V d � i 0 4' 6' 16' 3 37 AAITCHELL C- SMITH, ARCHITECT J C RONf11aucT10N DE AN' 9110 11 ZTH AVE NE I SUITE 500 BELLEVUE, WA 1 91!004: , It 425.463.2000 1 f 425.463.2002 Mu1vMx►yG2.00m' lamina S ING DIVISION BUILD - __�___ a>al GENERAL FINISH NOTES 4 v I. REFER TO ADDITIONAL FINISH NOTES SHEET IDG1.02. 2 REFER TO PROJECT SPECIFICATIONS ANDIOR MANUFACTURERS SPECIFICATIONS FOR GENERAL PRODUCT INFORMATION AND INSTALLATION. I CONTRACTOR SHALL EXAMINE ALL SURFACES TO BE FINISHED AND VERIFY THAT THEY ARE REASONABLY ACCEPTABLE TO RECEIVE SPECIFIED FINISHES. 4• SURFACE DEFECTS OR DEFICIENCIES WHICH MAY ADVERSELY AFFECT WORK SHALL BE CORRECTED OR BROUGHT TO THE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION PRIOR TO COMMENCEMENT OF WORK. S. ALL SURFACES SHALL BE PREPARED AND PRIMED ACCORDING TO MANUFACTURERS' DIRECTIONS AND RECOMMENDATIONS. 1. CONTRACTOR 13 TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS REGARDING CONDITIONS OR LOCATIONS FOR APPLICATION OF MATERIAL PRIOR TO OR DURING CONSTRUCTION/ INSTALLATION, OR TRADE RESPONSIBILITY FOR CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT. 7. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES AND APPROVE ALL NECESSARY TOUCH-UP PAINTING OR PATCHING. S. GENERAL CONTRACTOR SHALL SUBMIT (3) EACH SANOLES OF ALL FINISH MATERIALS AND SEAMING DIAGRAMS AT ALL WALLS TO RECEIVE WALL COVERING OR WALL FABRICS/ UPHOLSTERY TO ARCH MECT FOR APPROVAL. I. All VERTICAL SURFACES TO RECEIVE BASE U.O.N. W. NO WALL BABE SEAM TO OCCUR WITHIN 1? OF A WALL CORNER 11. ALL WALLS SHALL BE P -1 WHITE FINISH U.O.N. 12. PROVIDE & INSTALL WALL COVERING AS INDICATED ON PLANS, ALL WALL COVERING TO BE APPLIED BY DIRECT GLUE AND SHALL BE BACKED FOR WALL APPLICATION. WALLS SHALL BE SANDED SMOOTH & PRIMED TO RECEIVE WALL COVERING. 13. WALL FINISH SPECIFICATIONS: A. ALL WALLS SHALL BE PRIMED WITH ONE COAT USG FIRST 13 ALL WALLS SHALL RECEIVE ONE COAT PRIMER C. ALL WALLS SHALL RECEIVE TWO COATS FINISH PAINT PER SPECIFICATION 14. SEE REFLECTED CEILING PLAN(S) FOR CEILING FINISHES AND LOCATIONS. 15 ALL DRYWALL CEILINGS, SOFFITS AND FASCIAS SHALL BE PAINTED P -1 U.O.N. FOR ACCENT COLORS REFER TO CEILING PLAN. FOR LOCATION REFER TO CEILING PLAN. I& BUILDING TO PROVIDE BLINDS TO MATCH THE BALANCE OF THE WJK2 4G AT PERIMETER WINDOW WALLS. 11. ALL EXISTING DEMOUNTABLE$ SHALL BE P.1 U.O.N. It CONTRACTOR TO PROVIDE LEVEL 5 FINISH DETAIL FOR DRYWALL • ALL ACCENT WALLS. Ill. CONTRACTOR TO PAINT TRIM OF PROJECTION SCREEN TO MATCH CEILING. 2n. ALL FINISHES TO COMPLY WITH CLASS 3 FLAME SPREAD REQUIREMENTS. 21. ALL DOORS WHICH RECEIVE PAINTED FINISH SHALL BE PAINTED TO MATCH ADJACENT WALL TYPICAL U.O.N. ALL FRAMES SHALL BE SHOP PAINTED TO MATCH ADJACENT WALUDOOR FINISH SUBMIT (3) 9 SAMPLES FOR APPROVAL OF EACH FINISH. DOORS TO BE SHOP PANYTED BY FINELMNE OR OTHER APPROVED PAINT CONTRACTOR. 14O)o . ?f SECOND FLOOR WALL FINISH PLAN 102.60.02 1 s � .r -4.-.r MMMiM�Y�•.i..•yr�..Y._.r.. -�'. ���L. u.w-.�. �.w'... -.r ..r._'.%ir�i � �"�.� r �"!5 A►. i/�r .. . •Ti.! -_. t.l�ii�.'i�i�� ~ .. , nA ear nf�fl�!'fT�A�� 4 04 -0110-01 PM CLIFF HASERT DRAWN: SCALE: 1 /2` =1' ELEVATION SCALE: 1/2' =1' ELEVATION SCALE. 1/7=1' ELEVATION SCALE: 1 /2" =1' MFTAL PLA' E 1 t/Y ME' A BARS — SHARP AQlUOA 3T LCD SCREE %S - --- PULL OUT TRASH I RECYCLE DRAWERS COUNTER TCO SCRIBE TO WALL RECEPTION DESK SEE -- ELEVATION SCALE: 1/2w= 1' RELOCATED MAIL SLOT N.I.C. [TER TOP IE TO WALLS— ill q L JAC •° •f "�I.Y <II�b I i I j / =ssx-t : ===- *I = = =s =sssa ELEVATION SCALE: 1/2w= 1' RELOCATED MAIL SLOT N.I.C. [TER TOP IE TO WALLS— ill ELEVATION If ■I PROJECTED METAL CUR LOGO N I.C. PROVIDE PLYWOOC BACKING IN WALL VENDING MACHINE N.I.0 I I I I 1 q Ir =a= = 9r == = = ' J 11 IL- - =eta ====-- A-momre =ss= NI I W_ = 7tiii =iii s =ssx-t : ===- *I = = =s =sssa = aws s = = = JJ _� A =basis - Iii = t ima= ��1r==== irL-= rass� 1 I i COFFEE COL D DRINKS; ; - -- - r' sM 00 IC] C7 1 SMALL I �tEFRIGERAT09 1, 1 1 7 77 I I C] C] 1 C] C7 i ELEVATION If ■I PROJECTED METAL CUR LOGO N I.C. PROVIDE PLYWOOC BACKING IN WALL VENDING MACHINE N.I.0 I I I I 1 -1 ELEVATION SCALE: 1/2" =1' s LIGHTED VALANCE SCALE: 1/2" =1' ADJUSTABLE SHELVES -- 4' BRUSHED S.S. WIRE PULLS TYP. LIGHTED VALANCE COUNTER TOP SCRIBE TO WALL KITCHEN SINK GARBAGE DISPOSER INSTA HOT WATER q = 7tiii =iii s M =basis - Iii = 1 I i COFFEE COL D DRINKS; ; - -- - r' sM 00 IC] C7 1 SMALL I �tEFRIGERAT09 1, 1 1 I I C] C] 1 C] C7 ' !C] C3 .r r� i4 Iih L -1 ELEVATION SCALE: 1/2" =1' s LIGHTED VALANCE SCALE: 1/2" =1' ADJUSTABLE SHELVES -- 4' BRUSHED S.S. WIRE PULLS TYP. LIGHTED VALANCE COUNTER TOP SCRIBE TO WALL KITCHEN SINK GARBAGE DISPOSER INSTA HOT WATER ELEVATION SCALE: 1/2" =1' OPEN ADJUSTABLE SHELVES PLAM INTERIOR AT OPEN SHELVES TYR COUNTER TOP SCRIBE TO WALLS CONTRACTOR TO COORDINATE W1 FURNITURE - FILE CABINETS BELOW - ADJUST SHELVE$ 4' BRON WIRE PV LIGHTED COUNTS SCRIBE 1 4STA HOT GARBAGE VATER FIL ELEVATION ELEVATION. SCALE: 1/2 V t SCALE: 1/2" =1' r� I r WOOD CASEVKM VG FIR NATRUAL FINISH ELEVATION SCALE: 1/2" =1' WALL WASHER ABOVE, SEE RCP PLAN FOR DETAILS I ---------------------- --------------- - - - - -- - --� CORK TACKABLE SURFACE OR WHITE BOARD SEE CONSTRUCTION PLAN COLD ROWED 81'EJFL MARKER TRAY (F APPLICABLE) /r REVIEWED CODE COMIN AN Ap"e"Fp SEP 2 0 20011 Qf Twwiu DATE IDESCRIPTON i PM: CLIFF HASERT DRAWN INTERIOR ELEVATIONS 107620 • a - — — �� -. _ - - - - - -- -+. - + -- - - _ ��C� _- -- .... _ r. _ :.tea► ".:.:. ... » C:..�...: L7�:. «. at'aL. �i6rc: CS LAX 4__ "'����M ►�eMl�r �'it�� "'ir� �ii�. ELEVATION SCALE: 1 /2 " =1' J C DEAN a GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON f 1110 112TH AVE. NE I SUITE 500 SELLEVUE, WA 1 W004 - ! 425.463.2000 1 t 425.483.2002 MulvRrxim-oom q 1 I i COFFEE r' sM 00 1 SMALL I �tEFRIGERAT09 1, 1 1 ELEVATION SCALE: 1/2" =1' OPEN ADJUSTABLE SHELVES PLAM INTERIOR AT OPEN SHELVES TYR COUNTER TOP SCRIBE TO WALLS CONTRACTOR TO COORDINATE W1 FURNITURE - FILE CABINETS BELOW - ADJUST SHELVE$ 4' BRON WIRE PV LIGHTED COUNTS SCRIBE 1 4STA HOT GARBAGE VATER FIL ELEVATION ELEVATION. SCALE: 1/2 V t SCALE: 1/2" =1' r� I r WOOD CASEVKM VG FIR NATRUAL FINISH ELEVATION SCALE: 1/2" =1' WALL WASHER ABOVE, SEE RCP PLAN FOR DETAILS I ---------------------- --------------- - - - - -- - --� CORK TACKABLE SURFACE OR WHITE BOARD SEE CONSTRUCTION PLAN COLD ROWED 81'EJFL MARKER TRAY (F APPLICABLE) /r REVIEWED CODE COMIN AN Ap"e"Fp SEP 2 0 20011 Qf Twwiu DATE IDESCRIPTON i PM: CLIFF HASERT DRAWN INTERIOR ELEVATIONS 107620 • a - — — �� -. _ - - - - - -- -+. - + -- - - _ ��C� _- -- .... _ r. _ :.tea► ".:.:. ... » C:..�...: L7�:. «. at'aL. �i6rc: CS LAX 4__ "'����M ►�eMl�r �'it�� "'ir� �ii�. ELEVATION SCALE: 1 /2 " =1' J C DEAN a GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON f 1110 112TH AVE. NE I SUITE 500 SELLEVUE, WA 1 W004 - ! 425.463.2000 1 t 425.483.2002 MulvRrxim-oom 0 4' 8' 16' 1 . 32' MITCHELL C. SMITH, ARCHITECT MOMI�C1t 1 • wirw,r0� M�nle,>uw. M � rwr.a No o.n d � aeeu�.n n.p b. wa�onua�e n r+P brm or a w mimu Mo w *wia� In %w" *" moiwrvw hchftow , r' sM .r r� 0 4' 8' 16' 1 . 32' MITCHELL C. SMITH, ARCHITECT MOMI�C1t 1 • wirw,r0� M�nle,>uw. M � rwr.a No o.n d � aeeu�.n n.p b. wa�onua�e n r+P brm or a w mimu Mo w *wia� In %w" *" moiwrvw hchftow , >r 6 a'.rr IN COUNTER DISPENSER GRAB RAILS LINE OF TOIL PAPER DISPE WALL MOUNT ELEVATION SCALE: 1/2" =1' FIBERGU ACCESSII WALL MO BENCH -- ELEVATION w COUwrER SOAP 0WOSER PAPER TOWEL DISPENSER YNASH RECEPTACLE FLOOR MOUNTED PAII STEEL PARTITIONS - W ALL MOUNTED LAW TILE WAINSCOT TO 48 WALL MOUNTED QW RAIL LINE OF TOILET SEAT PAPER DISPENSER ELEVATION � SCALE: 1f2'=1' SCALE: 1/2"= 1' FIBERGLAS; ACCESSELI 3 TIER LOCKERS - ELEVATION SCALE: 1Z =1' REVIEWED FOR CODE COMPUN* E APPROVED 028 2M oty Of ?Lkmia BUILDING DIV%IdN i � �I i. J ACKSON.:: c0N:Tauc I D EAN � GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON M 1110 112TH AVE. NE I SUITE 500 SELLEVUE, WA i 99004 i t 425.463.2000 1 f 425.463.2002 MutvsrmyG2.com' f 4d . rl L r . r � �r z 0 4` S' I V 32' MITCHELL C. SMITH, ARCHITECT .`f G • WA.,.G, M'eft mm~ %0 prt of M form - M "w be rwadwow in wry ftm m by wv n� on *A pmwron t+ �� bom IIt/wn+�(i2lr�ribefN DATE DESCRIPTION i --- - __ 7/9112004 PERMIT SUBMISSION OF Tty 1 04- 0110-01 PM CLIFF HASERT DRAWN: ELEVATION SCALE: 112" =1' BATHROOM ELEVATIONS 8 7. -- -- --- -- ---- •- —""'- -- ---- -- .. - - +. -• - -- �.� .— ..mss•_— — - - - =..��. ... �._... _ .�- ..�.�.:_.�....�...:�....... �..:_.._. -r.... -�-.�. �..._.. __— __.�..::... `..: ', 4dSSi ..:�:. r..,w_ i'M._�' a"C i7FS�:'Y!: ''�3..'L'kG7.!'�. '� +r 1. ya.o� r �.Vw. I I 001TOM OF STRUC. "NON -RATED PARTITION TO STRUC' DETAILS INDICATE ATTACHMENT 10 STRUC. PARTN. WIDTH REQUIRED BY TOILET ER ASiSEMBLIEB J A CKSON i III BOTTOO � - - IDEAN STwUC�E - ROMfT�11CT10N I '� BOTTOM OF STRUC, 'NON- A/1TED � � � ' PARTITION TO ISTRUC." DETAILS STRUCTURE- INDICATE ANCHOR. OF LONG ATTACH W12 POWDER BOTTOM OF STRUC. Y LEG AT "RATED PARTITION TO P OW*k SAS 1 ENERS PER LEG MET TOP TRACK TO STR GATEWAY NORTH 116TH STREET ART BRACE STRUC." DETAILS IND ICATE TUKWILA WASHINGTON ATTACHMENT NOTED WAC *dUL : TO STRUC ' _ PF0YIDE AC. INSUL DEFLECTION TOP TRACK MIT EXTENDING 24' _ 518" TYPE 'X' GWB SECTION AT I ARC NX OF PARTN. HEAD 2 Ur 10p� MET. STUD Ell SIDE OF PARTN BRACING 0 48'oc TO STRUCTURE I ATTACH GM '0 METAL STUDS, NOT TOP TRACK . 1 ACOUSTIC GATT INSULATION Q EA. STUD ^•AVtTY SLOTTED LONG LEG TOP TRACK SYSTEM T OP OF WALL fo ®8'-0' A.F.F. I SUSPENDED CEILING AS SCHEDULED • \ I CEILING AS SCHEDULED ---- - - - - -- - - - -- -------- - - - - -- I 3190 CONISO F OAM CEILINGPER SCHEDULE 1 LAYER OF 518' TYPE'X' GWB EA. - I TAPE 810E OF METAL STUDS I TAPEABLE MET. TOP TRACK PARTITION TYPE: --� AT ACHED LATERAL BRACING: PARTITION TYPE: ACHED TO BRACING W/2 MET.STUDS INDICATED �" OS SELF - TAPPING SM SCREWS ® Q 16bc, LION 3 rxl2 H M STUD 48oc ,� I-- INDICATED 48'oc, AND 304• PIPE SLEEVES 3 SW X �,A PL/1N � is 1m. LION * WB OR � -- PARTITION TYPE: - I 0 58'X20GA 1110 112TH AVE. NE I SUITE 500 MET AL STUDS AS INDI BELLEVUE, WA 19M i _ INSULATION 1!!'O.C. I - + t = THROUGHOUT y -_ I ADDITIONIL LAYER It 425.483.2000 1 1425.463.2002 U.O.N. PARTITION TYPE: OF 5V GWB WHERE OCCURS PARTITION TYPE: '- -- - MET.STUDS INDICATED MTL STUD 6' + 16"oc, LION MuN wvyG2.00m 1 LAYER OF 51 51 A 2 1 /2'x25ps I 2 /T GWS EA. SIDE SIB 2 1/2"x20gm '1 LAYER TYPE 7f SIB' OF MET STUDS - -- LOW WAIL SUPPORT, 51C 3 5005px L GWB EA SIDE OF MET 2X2X3118T.S. X 32' 51 D 3 &T6 F 0px s -UDS LONG. BASE PLATE - 3.2.W29(3118". FULL _ INSULATION BOX WELD TUBE TO NSlAJ1TION ` LAYER 518' TYPE "X• y GWB EA SIDE OF MET --r WHERE NOTED BASE PLATE. SECTION AT I THROUGHOUT STS OS BASE O.U.N. POWER DRIVEN FASTEN PER I POWDER DRIVEN POWDER DRIVEN FASTENER Q 24'oc STRUCTURAL \ � oc FASTENER C 24'oc FASTENER � 24' MET. RUNNER MET RUNNER TRACK METAL RUNNER ' MET RUNNER ' — �--� TRACK .TRACK TRACK SST SEALANT I SEALANT MET. RUNNER TRACK ANCHOR ( SEALANT Wl POWDER DRIVEN CRETE CONCRETE SLAB CONCRETE FASTENERS ® 24'bc I r -- BLAB SEALANT SLAB r f \ CONCRETE SLAB ; \ ( A \ RATING No.: UL i U4 19 K210 ER10M � FULL HEIGHT FULL HEIGHT FLOOR TO CEILING PARTITION PARTITION- NON RATED LOW PARTITION - NON RATED - _ 1 CHASE WALL �i HR RATED PARTITION 1 HR RATED ,.! SCALE: 3" = 1'- 0" � SCALE: 3` = 1'- 0" 3 • - �_ 4 " SCALE: 3 - 1 0 SCALE: 3" = 1'- 0" 5 SCALE: 3" = 1'- 0" r I BRACING e4'-0' O.C. TO STRUCT. ABOVE 1 2HR 1 HR CONCRETE COMPRESSION STRUT - PARTITION AS ARTITION PARTITION SLAB OR BEAM 4'-0' O.C. BOTTOM OF STRUC. �-- SCHEDULED BOTTOM OF TO STRUCT. ABOVE STRUCTURE • �-- NON -RATED PARTITION TO ACOUSTICAL } ., STRUC. 3l8' CONT. FOAM ' DETAILS INDICATE .;-- FIRE RATED ATTACHMENT TO STRUC. Sk _-0 INSULATION. SEALANT SOUN ISOLATION TAPE ISOLAT TAPE SEALANT CLG. SUSPENSION TOP OF COVER PLATE ATTACH GYP. BD. TO SYSTEM ATTACH GWB STUD iD STL STUD ONLY ATTACH GYP. BD. TO METAL STUDS -~ TO METAL STUDS, STL STUD ONLY ACOUS. CEILING _ � - -- FLEX CABLE BETWEEN J -. NOT RUNNER TRACK BOXES, WHERE OCCURS J MO;ILDING EA SIDE STL V RUNER W/ 2 FRICTION FIT STUD L r I rT SLOTTED LEGS, INTO RUNNER TRACK MTL. RUNNER SECURED go I DEFLECTION TOP TRACK N � � � OUT LET BOX PAD AO GAMIN. TO SWING WITH AROUND TYP. J - BOXES DEFLECTION TAPPING SCREWS _ GAP IN TOP OF STUD GYP. BD 518' 1 YPL X GYP. SO CLW PARTITION AS CONTINUOUS ACOUS BAFFLE. ATTACH TO NON-RATED SCHEDULED SEALANT AROUND TYP ACOUSTICAL RUNNER TRACK PARTITION A - "OXES - � INSULATION SCHEDULED 0 4' B' le . 37 / SCHEDULED FIRE RATED n own IN MOUNT ADJOINING PARTITION AS NOTE - J-BOXES IN SEPERATF RATING NO.: UL SCHEDULED ACOUSTIC INSUL ( „��,�( PROVIDE DIAGONAL BRAC94G - -- STUD CAVITIES WHI 4964)SV -1287 WHERE SCHEDULED 1fI MAX. ABOVE STRIKE SIDE OF JAMB IN TWO DIRECTIONS T YP. J-BOX @ RATED PARTN NON RATED PARTITION SECURED TO SLAB ABOVE, TYP MITCHELL C SMITH, ARC CEILING PER SCHEDULE W/ ACCOUS. INCL. TO STRUC CONC. TO STRUCT. CONC. HEA NARROW FACE ALUM FRAME _ 7 SCALE: 3" = PARTN 1'- 0" � SCALE: " = 1'- " 9 w _ , w 1 3 0 SCALE: 3 - 1 - 0 O SCALE: 3" = 1'- on S�1 PARTITION TYPE. MET.STUDS INDICATED ® 18bc, LION 3 5/8" X 20GA _ _ 1 METAL CORNER BEAD W / JOINT A a` 1G►ON COMPOUND a SAND SMOOTH PROVIDE MIN 25 GA STUDS a ANCHOR -- BRACKET ANCHORAGES. DOUBLE ��/► i STUDS Q END OF PARTITIONS. PROVIDE FRAMING AROUND EXISTING WINDOW SILL AP'� +d+bram NoPWdftdowMWrn"M 1•0 raduo.d rr "bm w by ow rm" VOW pr mom in wm ft" owow#vw Mgwaen TAPE W/ JOINT COMPOUND A 518' GWB EA SIDE NOTCH GWB L SAND SMOOTH , DATE DESCRIPTION I LAYER OF 50ir �— AROUND EXISTING WINDOW SILL - - GW8 E/1 SIDE t PROVIDE SEALANT JOINTS WHERE /9112004 PERMIT SUBMISSION 3-A PAN HEAD SHT. MTL. GYP BD. MEETS SILL — -" OF MET STUDS SCREWS > STAGGER JOINT'S AT 24' MIN FIRE EXTINGUISHER CABINET. e'xIS GA UNPUNCHED STUD TRACK SEMI- RECESSED IN WALL nKW`ILA JUL y INSULATION I STUOS. TO E 11M0 STUD6 HMV. � SCHEDULED - - WHERE NOTED a EXTEND 8'MIN BEYOND MOUNTING POWER DRIVEN TAPE W1 JOINT COMPOUND a POINT EACH DIRECTION. i FASTENER ® 24 " BAND SMOOTH 51p' TYPE x G. ONE PIECE TAPABLE ALUMINUM TRACK PAINT MET RUNNER TRACK 40 tI014411ATED WALL 10 MATCH WALL STL. STUD WALL SEE � NOTES: SEALANT 1, TYPICAL ANCHOR BRACKET ASSEMBLY FOR HANDRAILS, GRAB BARS PLAN 27 314' NEOPRENE TAPE METAL CORNER BEAD W/ JOINT L TOILET ACCESSORY ANCHORAGES COMPRESS TO 318" COMPOUND A SAND SMOOTH < ALL F.E.CS TO BE VIEW CONCRETE KM i TOP OF CABINET MSTALLED o 5-0' A F.F. TO 0�1. 0 110-01 CO RNER 2 . COORDINATE ANCHOR BRACKET LOCATION WITH MANUFACURE MOUNTING INSTRUCTIONS. ACCE830RY �t DRAWN FM14ERT }E) MULLAIV ANO GLASS AT EXTERIOR REFER TO PARTITION TYPE FOR GYPSUM BOARD AND METAL STUD SIZE fE, PE':NETER METAL WALL TYPES, FULL HEIGHT M w AT LOW HEK3hIT p ETAI LS __ TYP. FIRE PARTITION TERMIN. PARTITION- NON RAVED GYPSUM BOARD PARTITION 6 STUD ANCHOR BRACKEN' EXTINGUISHER CABINET, TYP. EXT. MULLION SCALE: 3" = 1'- o' � SCALE: 1 -1/2" = 1'- o" � � : 1 3 14 - SCALE: IAA 1 - 0" SCALE: 1 -1/2' = 1.0" SCALE: 3" = 1'- Cr 108-01 �n arnucn� 1 1 1 1 1 1 1 1 I OEAM PER STRUCTURAL WELD UPPER FLAT BAR RETENTION TABS TO I BEAM HANGER WIRE TO STRUCTURE, TYP ACT CEILING - -- ( ® V-0. GM STAIRWELL CEILING 21R' X Yr!' FLA" BAR JPPER RETENTION TABS HARD BAR TO %T�FLAT UPPER NTION TABS 3' X 114' FLAT BAR TRAVELS FROM 1ST FLOOR TO 2nd FLOOR STRUCTURE SECT. @ STEEL WALL 4e r r SCALE: 3" = V -0" x w. lop CARPET, SEE FWASH PLAN ;L WALL HEAD 2 I& 4W PLYWOOD EDGE WRAP EDGE OF FLOOR STRUCTURE W/ 1W STEEL UM PER STRUCTURAL IINATE SASE 0 IER OF WALL L WALL o 3 . STRUCT. _ OF MEZZANINE CTURE SLOTTED /SPACED S CONNECTION, SEE — — 2117 X 3Nr FLAT BAR CENTER RETENTION TABS, WELD TO STEEL EDGE TRIM III r STEEL METAL PLATE HANGER WIRE TO STRUCTURE,TYP. ACT CEILING SECT. @STEEL WALL 3 INTERSECTION W/ CEILING r X 114 FLAT BAR TRAVELS FROM 1 ST FLOOR TO 2nd FLOOR STRUCTURE '�— 1 117 X 3W FLAT BAR BOTTOM MTENTION TABS 0 SLOTTED I SPACED 5 CONNECTION, SEE _ ���- -HOLD FLAT BAR 1R' OFF FLOOR, TYP. 2112' 21? X 316' FLAT BAR BASE WEDGE BOLT TO COW. SLAB PER STRUCTURAL LINE OF FINISH FLOOR SECT. @ STEEL WALL BASE `� SCALE: 3" = V -0" FIRST (15) FLAT BARS DIE ®1ST FLOOR CEILING d DO NOT CONTINUE THRU TO ABOVE r X 1K' STEEL FLAT BAR — -- i STEEL WALL /GUARDRAIL PERSPECTIVE SCALE: (PERSPECTIVE, N.T.S.) GRADE / STEEL BOLT SPACER - LftOF SLOT BEYOND ® I GWB SOFFIT r X 114' FLAT BAR TRAVELS FROM 1ST FLOOR TO 2nd FLOOR STRUCTURE coot* AaflanupD i Dqi§q�wrna S& 2 8 1004 city of G p�S�4N J C 4: OII:TitucI10N DEAN GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON 1110 112TH AVE. NE SurTE 500 BELLEVUE, WA 1 86004 . 1425.463.2000 f425.4632= MuhwnyG2.00m r' �i 0 4' V le. 37 .MITCHELL C. SMITH, ARCHITECT - -- -- - — -- -- _ _ -- OF womeapm • MuNw"w Ma+Mocin I.I a ii m c 'n any farm or by my mom sawn 00fte m in m 01 Nom MMwVG2 ka Mcan DATE DESCRIPTION 71912004 i PERMIT SUBMISSION CRY OMB TUI�Wg,�_ 1 laiNg FLAT BAR SIB' GLADE 1rd2'" SPACE 04-0110.01 PM: CLIFF HASERT NOT NCT*N "AA" ORAWIN: VERTICAL FLAT BARS ARE TO R:LOAT' (NOT HARD BOLTED TO LOWER RETENTION TABS) AT LOWER RETENTION TABS TO ALLOW FOR STRUCTLIIW. sErnING WALL DETAILS STEEL WALL SLOT DETAIL 5. SCALE: 6' = 1'-0" i08 its 1* MATERIALS/FINISHES LEGEND E I 1 i� 1 FLOOR WALL I MILLWORK CONTACT CONTACT CONTACT ATLAS INTERFACE AMTK.O AOY4L MOSA 808 PEDERSON 625.820.0181 TIM KATZINSKI 077.605.1500 NORA VIVARELLI 1.100.5822857 MOLLY SMITH 425 251.5310 EXT 12 SHERWIN WILLNMS 1.800.382.6687 10 DULUX PERRY WHITE 100.314.8042 EXT327.4817 QALTILE CHUCK HILL OREGON LUMBER COMPANY SCOTT CHLMIG J100.124.6671 NEVAMAR PAMELA MARLJITT . 300p ,ABET L AMINATi FRIK HANSON 610 5671400 CPT 1 MANUFACTURER: TYPE: PATTERN: COLOR. INSTALLATION: ATLAS BROADLOOM BRAMPTON 06 BITTERSWEET DI RECT GLUE ? MANUFACTURER TYPE. COLOR ICIDULUX EGGSHELL SOFT OFF -WHITE 2011 WD i MANUFACTURER TYPE: FINISH COLOR: VERTICAL GRAIN FIR NATURAL „ MANUFACTURER: TYPE COLOR: ICI DULUX EGGSHELL DESERT VALLEY 521 O C.2 BASE: B-1 P WD 2 R TYPE: PATTERN. COLOR. INTERFACE CARPET TILE TRANSFORMATION 4186 BARK MANUFACTURER: TYPE FINISH: COLOR OREGON LUMBER COMPANY WORTHWOOD DOUGLAS FIR PLY -TYPE CLEAR OL ab6V INSTALLATION: GLUE p MANUFACTURER TYPE COLOR. � ICI DULUX r EGGSHELL WESTERN TRAIL 482 a MANUFACTURER TYPE: ABET LAMINATI ` FIBER - TEXTURED FINISH MANUFACTURER INTERFACE 1031 , TYPE: CARPET TILE C3T PATTERN: COLOR: INSTALLATION: BASE: ACCELERATION 4575 DIVIDEND DIRECT GLUE B-1 P 4 MANUFACTURER TYPE: COLOR: ICI DULUX EGGSHELL RED MAPLE 182 PL MANUFACTURER Tom' COLOR: NEVAMAR RADMNT CMUSMA TEXTURED CM4001T , r i MANUFACTURER: TYPE: PATTERN: COLOR: ATLAS BROADLOOM UPTON 06 BITTERSWEET MANUFACTURER TYPE: COLOR: SHERWIN WILLAMS EGGSHELL SUPERIOR BRONZE 6152 CPT P PL D MANUFACTURER TYPE: COLOR: R NEVAMAR ` GRAYTf WOOD MOTIF TEXTURED 1Nm002T I NSTALLATION: B B ASE: DIRECT GLUE B-1 CT MANUFACTURER TYPE DALTILE CERAMIC TILE 6' X r BASE MANUFACTURER TYPE PATTERN: COLOR: INSTA LLATION: B BASE: ASE: AMTICO VINYL TILE bR134 LUNAR BRONZE B-1 MANUFACTURER: TYPE: COLOR: JOHINSONITE 31M a TIGH'TLOCK 86 EITHER ORE y • - . 1 COLOR: 1001 LATICRETE SPECTRALOCK 44 BRIGHT WHITE 1 MANUFACTURER TYPE: COLOR GROUT: DALT1lE CERAMIC TILE 6' X it OF07 AMBER IATrAETE SPECTRALOCK 44 BRIGHT WHITE (1) MANUFACTURER TYPE: ROYAL MOSA r X r COVE BASE MANUFACTURER: SCOFIELD COLOR 7m ; TYPE: SIZE- COLOR: GROUT: OVERLAY WI CLEAR SEALER CHARCOAL GRAY - SANDBLASTED MANUFACTURER TYPE: COLOR. WALLTALKERS TAC WALL SUNTAN C250M ti 4 PANEL FABRIC INSTALLATION: MANUFACTURER: TYPE: COLOR: ` KNOLL , r j PANEL FABRIC ., NIGHT LIFE K18118 PAINT THE TOWN MANUFACTURER: TYPE: N6COFIELD LITHOCHROME CHEMSTAIN WI CLEAR SEALER COLOR: GROUT: CS-15 ANTIQUE AMBER INSTALLATION C . t .FINISH SYMBOL LEGEND SYMBOLS AND ABBREVIATIONS ABBREVIATIONS r , AF ACCESS FLOORING MANUFACTURER: TYPE: SUE ROYAL MOSA PORCELAIN TILE i t x 1 r COLOR. 60042 RL ACT ACOUSTICAL CEILING TILE GROUT: BASE: LATICRETE SPECTRALOCK 35 MOCHA (I) 11.2 - AP ACOUSTICAL. FABRIC PANEL FLOOR FINISH SYMBOL. 80 BLACKOUT SHADE CPT CARPET T CEILING MANUFACTURER SUE: COLOR: ,J OHNSONNT'E ROUNDEL STAIR SYSTEM H4IMMERED - HTRSP 725 METEOR R 1 CT CERAMIC TIDE ` GL GLAZING BASE FINISH SYMBOLS LB HORIZONTAL LOUVER BLINDS MB MARKET BOARD CONTACT: ARMSTRONG CEILING TIM HAMILTON 153.811.3188 LANDING TILE TO NOSINGS TO MEE AATCH TPZADMJSERS ADA REQUIREMENTS KNOLL SUSIE HANSEN 208.6622788 MTL METAL MK MILLWORK MR MARKET RAIL MANUFACTURER KNOLL IMAGO -_ WALL FINISH SYMBOL MT PERFORATED METAL CEILING TYPE: TRANSLUSCENT PANEL N.I.C. NOT IN CON'T'RACT SIZE. P PAINT COLOR: LUCERE ALUMINUM 01 J PL PLASTIC LAMINATE ST STONE CEILING FINISH SYMBOLS TAP TRANSLUCENT ACRYLIC PANEL MANUFACTURER TYPE: ARMSTRONG OPTIMA _ 3251 SQUARE TEGUUW 9118' TB TACKBOARD UP UPHOLSTERY SIZE 240 X 2wr - - VCT VINYL COMPOSITON TILE VP VENETIAN PLASTER MILLWORK WB WALL BASE . WC WALL COVERING 1 wD WOOD � 'WP ACOUSTICAL WALL PANEL {MOTES: 1. ALL BATHROOM PAINT TO HAVE SEMI -GLOSS FINISH 3?. ALL PAJNTED DOORS AND DOOR FRAMES TO MATCH ADJ. WALL, SEMI -GLOSS FINISH . r f - ` s 1 C i�� 2/ 7 ? �R.IANCF ApR "m • say z e Zoos City Of Tukwila JACKSONA ;0144 1'AIICTIOM DEAN GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON • xr � E 0 \\ 0 4' 8' 16 MITCHELL C. SMITH, ARCHITECT • ' IIIIONIpO'T �fT I�pro4w0 n IK br.r v M � mnns �10R pw""No e in 0 0 !row IM/w wow McJomArN t.a DATE DESCRIPTION 191 AN PERMIT SUBMISSION &r OF TUKWILA 04-0110-01 PM: CUFF HASERT DRAWN: FINISH SCHEDULES "09,930 N .'.�:#.r -rr►�- awes•..- t- ..•..�: �.. _. _. - __ . ... __ . � _ .. _ _ - - - -- • . ...... - '^�•►- -�-- -+- '-'.� -._ _�-•-- _�- •'�' -- _ - - iMi�..r..r' - - - _ - .d._.Jm — - � .. al :A+sert: _ syA.f YPr�.. w" -St I.y,Mr `•"+73r .x.! ter. - r- �....w.!•. - :..r�._.�.� -.... ?► , �.�, . � . ..._ ' r �. -' .tea. _....� -it .—:- - ... -,�.�. . ACT CEILING SECT. @CEILING SCALE: T • 1•.p• 11lr METAL iTUD FRAMING WB' GWB 'AINT INSIDE OF LIGHT IALANCE SEMI GLOSS WHITE ! LUORESCENT LIGHT 'U(TURE A DIFFUSER ME OF SHEET METAL LIGHT IXTURE END CAP BEYOND \ 2111 METAL STUD FRAMING H° NOTE CAP ENDS OF WALL WASH FIXTURES W/ PAINTED SHEET METAL i or I LINE OF 211. STUD SISTERED TO 31R' STUD SECT. @ R.R. LIGHTING VALANCE SCALE: 3" = 1' -0" SECT. @ GWB POCKET t 4 HANGER WIRE TO STRUCTURE,TYP. RECESSED LIGHT SCALE: 3 = 1' TEE GRID, SEE RCP FOR HEIGHT S SETOUT POINT PAINT MISIGE OF LIGHT VALANCE SEMI GLOSS WHITE FLUORESCENT LIGHT FIXTURE a DIFFUSER S 117 METAL STUDS w on ow ACT CEILING 0 94r A.F.F. .�.... T VARIES, SEE PLAN 1 r�xd 0t - vq! w fv i • a r -- i 0 4' 8' 18' 92' ,MITCHELL C. SMITH, ARCHITECT ,• AST • MMW.rr,O2 AMNK w Mnw4few NDWdfUAom~mWb. Mpro k. of in sw farm or Or A1aR pMl+ftm n "" Ham M ~ffo 34 &MMw%" TEE GRID, SEE RCP FOR v DATE j DESCRIPTION HEIGHT 8 SETOUT POINT ?AV2004' PERMIT SUOMISSION PAINT INSIDE OF LIGHT - VALANCE SEMI GLOSS WHITE WVL PERW- r.....� FLUORESCENT LIGHT FI II RE & DIFFUSER S 1? METAL STL= won 04-0110-01 PM: CLIFF HASERT DRAWN: ) %S n ECTION M C ILING SCALE: 1 1 I = 1'- Cr I TEE GRID, SEE RCP FOR IfgHT A SETOUT POINT ILING .EDGER, BEND ANGLE OF SLOPE -" DS - I -ow low Mw I 114' IMAGO TRANSLUCENT PMIELS. SEE FI NSH SCHEDULE S U!' METAL STUOt - ATTACH 4' FLUORESCENT FD(TURES TO BOTTOM OF TJI TO IMCK LIGHT TRANSLUCENT PANEL BELOW, SEE RCP PLAN ISTM OF EXISTING TJI GWB CEILING GWB SOFFIT Av Q ro AF. F. A N-T A.F.F. I ' 1 ATM OF E)USTWO TJ ATTAC 4' FLUORESCENT FD(TURES TO BOTTOM OF TJI TO BACK LIGHT TRANSLUCENT PANEL UELOW, SEE RCP PILAN �.,�.....� 1 J CKSO N.:: cok:,.uctlo "DEAN f GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON RECESSED WALL =. O WASHING LIGHT FDtTURE NOTE: CAP ENDS OF WALL WASH F ucruRES 1 1 , Z / 6�" GWe, TYP 1. PROJECTOR N.I.C. RECESSED TELECONFERENCING LIGHT FD(Tl1RE - -- - - i 1 i ' CEILING SECT. CONFERENCE RM. - - - - - -- +-__ _...._�_�..-------------- - --__- SCALE: 3" = 1' -0" r 6 DETAILS SECTION CEILING '08-20 SCALE: 1 1/7 = 1'• C r �.w•_.r.rr --�.,� _`�-- rr.�r�.- +..lr...r .dt..n�Ut�71'. .. .pry f:11►' 1C�� w .L•:Y -. y.]tl- �,y� _s'R74 .. i PAINTED SHEET METAL j i fc ov'w- r►r.r. Y 4 IN GRID SPACING MAX TVP. TO SPACE WIRES Ile ADOfnftt COS RI ONIERS WHERE r X 7 Im OED m - CIM kI NNE RS AT 24' 04 CFK � MAIN RXIERS AT 1 T 4'4' 1 1 - -12 GA V@IT'. HAWER - WI ES AT c4r O.C. MAX TYP. N 1 ^r MAX GI 114 LENGTH OF ATQb CK*WR FREE SIDES 4 DIAG0ft BRACE WIRES ON 8'X 17 GRID SEE DETAIL 12 1 - NOTES: (AS REQ'D BY U.B.G. STANDARD 25-2) 1. THE TWO ADJACENT WALL TO CEILING MAIN & CROSS RUNNERS 2. VERTICAL STRU' A STRUT rASTENDED TO THE MAAk RJNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS SUPPORTING THE FLOOR ABOVE THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THE STRUT MAY BE STEEL STUD BLACK IRON, EMT OR OTHER APPROVED EQUA:. (GOOD FOR UP TO 4'-0' HIGH) THE STRUTS SHAD. BE PLACED IN 174' X 174r GRID WITH THE FIRST POINT WITHIN 4'4' FROM EACH WALL. ACT SEISMIC GRID SUSPENSION DIAGRAM scue. N.T.S. PARTITION ANCHOR BRACKET 08 SELF TAPPING MS O�� SPLAYED SEISMIC BRACE WIRE STEEL STRAP 1 -117 X 7 X 1 -1/7L X 12 GA. MIN. BRACE WIRE @WALL 6 ) . � SEISIVIIC SCALE: N TWO (2) 12 GA SLICK SAFETY WIRES ATTACHED TO FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO STRUCTURE ABOVE- UP TO 9 POUNDS- ALL 4'X4' FIXTURE MUST HAVE WIRES AT EACH CORNER NOTE: WITH HEAVY DUTY GRID SYSTEM - FOR FIXTURES WEIGHING 56 POUNDS OR MORE MUST HAVE 4 TAUT 12 GA. WIRES ATTACHED TO FIXTURE AND TO STRUCTURE ABOVE NOTE PROVIDE ADDITIONAL SUPPORTS WHEN FIXTURES ARE 8' OR LONGER 03 ,ACT LAYOUT DIAGRAM SCALE: 114" = 1' - 0" NOTE: PROVIDE ACT SUSPENSION GRID COMPLYING Wl UBC STANDARD 25-2 & FASTENERS I COMPLYING WI UL EX -2258 UNDERSIDE OF STRUCT. ANCHOR TO STRUTT. WITH APPROVED METHOD ADDITIONAL BRACE WIRE FOR HEIGHTS GREATER THAN 5'�9 3N' DNA, 22 GA. CONDUIT OR MTL. STUD BRACE WIRE, TYR \ �..`_ SUSP. CLG. FRAMING o EQ EQ r-0' �`- SIM. CONDITION ACT 4'4' 7 7.0' COMPRESSION STRUT SUSP ACT I "I ARID - N 1 AC T *SECOND L OOK' REVEAL, WHEN SO*D 7x4' LIGHT FIXTURE 1 S'lQ' LIGHT FD'TURE - - ""''"` • 1k1' HVAC DIFFUSFJR �'- LIFE SAFTY DEVICE 2lc2' HVAC � DIFFUSER � y - -- - ---- -- - --- ---.-- ELEC SIGNAL I EQUIP DEVICE SPRINKLER j --•- INDIRECT PENDENT HEAD -- �_.._/ EQ EQ 2-T EQ EQ r:' iMM LIGHT FIXTURE 03 ,ACT LAYOUT DIAGRAM SCALE: 114" = 1' - 0" NOTE: PROVIDE ACT SUSPENSION GRID COMPLYING Wl UBC STANDARD 25-2 & FASTENERS I COMPLYING WI UL EX -2258 UNDERSIDE OF STRUCT. ANCHOR TO STRUTT. WITH APPROVED METHOD ADDITIONAL BRACE WIRE FOR HEIGHTS GREATER THAN 5'�9 \.1! •' SCALE: 3" = l'- 0" TWO (2) 12 GA. SLACK SAFETY WIRES ATTACHED TO FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO STRUCTURE ABOVE FOR UP TO 56 POUNDS MAIN RUNNER MAIN RUNNER BEYOND GYP BD. BEYOND —4 GA HANGER WIRES 04'-W O.C. RADDLE -TIED AROUND MAIN RUNNERS •--- SADDLE -TIED GROSS FURRING TO MAIN RUNNERS WITH 2 STPA NDS OF 16 GA WIRE OR 1 STRAND OF • Y r 012 GA VERT" W IRE r � MAX. -�`- MAX. `. HORIZONTAL STRUT TYPICAL .\ GO WITIONS ,• N, 16 GA WIRE - 14' POP RIVET 0 PROVIDE 1/Y SPACE .•-a...ommmW O MPRES" STRUT BOARD MEMBERS ONE WALL OPPOSING WALL 1 N RUNNER OR CROSS TEE WALL ANGLE 012 GA SPLAY WNW BRACING IN PLANE OF EACH RUNNER VERTICAL. ANGLE - 45' (17 OC. 012 HANGER WIRE O 4' O' OC. IN IN BOTH DIRECTIONS. 144 SO. FT. MAX.) START BOTH DIRECTIONS ALL HANGERS AND VIITHIN V OF (MALL SPLAY WIRES TO HAVE A MIN. OF 3 TURNS IN V OF RUN UL COMPLYING J A C KSONIIIIIIIIIIII • F ASTENER � 4 0 5T . DEAN W ! , 1� GATE TUKWILA, WASHINGTON ET uNOEasIDE of !, � sTRUcTURE '` I MAX ' STL- CLIP l _vr X T X 1- 11X'1. \� X 12 OA (MIN) ~•- - 4 TIGHT TURNS VERTICAL SEISMIC STRUT AT 17 OC SPLAYED SEISMIC r ` 45 TYP f _ SPACE WIRE VERTICAL - . .• •, r • , STL. CLIP - 1.1/? X P X #HANGER WIRE r 1 1R'X16 GA HOT ROLLED MAIN RUNNER - 4.1/7L X 12 GA. (MIN) CHANNELS o4'-0' O.0 1 12IIFT MMNMUM MAIN RUNNER 46 TYP ' . `- _ . "' t' • 14'X26 GA. CROSS FURRING CHANNELS ..,..CROSS TEE - - ►, olvi O.C. NOTE: 1 PROVIDE FASTENERS COMPLYING WI UL EX -2256 GYP. BD + ti SUSPENDED GW13 CEILING DIAG. SUSPENDED CEILING GRID SEISMIC BRACE WIRE IVITL. DECK: MULVANNY G2� SCALE: 3/4" = l'- 0 "/ C4- SCALE: V.T.S. ) SCALE: 1 1/2' = 1'- 0" 1 f I GA. HANGER WIRES AT 4' -0' ,r' ,Pr` ' 1110 112TH AVE. NE I SUITE 500 ' O.C. SADDLED -TIED AROUND ,. � BRACING O4'-0' O.C. f '' , EiELLEWE, WA � 96004 ; HANGER WIRE MAIN RUNNERS ., TO STRUCT. ABOVE r MAX. (TYPICAL) t 425.463.2000 t 425-4632002 EDGE ANGLE 612 DIAGONAL WIRE TIES —' • --+• COMPRESSION STRUT o 4'-0' MuIMllnrtyG2.oOm 017-0' O.C. EACH WAY ' - 4.C. TO STRUTT. ABOVE CONT'RACTOR'S OPTIONS 1.) USG %X AIPASSO' TRIM DRYWALL MAIN TEE o 24' O.C. -•-�•- CLG. SUSPENSION s ' # - 2.) ARCHITECTURAL ALTERNATIVES SYSTEM PERIMETER TRIM 3M CONT. FOAM SOUND --� - ISOLATION "APE 'ACT Qj J MOt,�DING EA SIDE . `�' AA' 1. RUNNER SECURED '0 BRACING WITH (RUNNERS �. �, TAPPING SCREWS 54' GWB CEILING ACT CEILING FINISH PER SCHEDUt F ; PARTITION AS r 1 1Q'1X1 11T CONT. ANGLE, FASTEN S °18CHEDILAM �+ wALL PER SCHEDULE TO GWB GRID i WALL FRAMING �• . . PARTITION OR SOFFIT F *AS SCHEDULED r N � '• - f' •.� PROVIDE ABOVE E DIAGONAL '"«• ... ,. .� ', ' STRIKE SIDE OF JAMB IN TWO DIRECTIONS % -LftC TO SLAB ABOVE, TYP. ' - SUSPENDED GW13 CEILING - ACT CEILING PERIMETER DETAIL & SEISMIC RESTRAINED PERIMETER COMPRESSION SEAL C& TOP OF WALLS 81 , SCALE: 3" = l'- 0" _ cl o ) SCALE: 3" - 1' - V SCALE: 3" = 1'- 0" TWO (2) 12 GA. SLACK SAFETY WIRES ATTACHED TO FIXTURE . AT DIAGONAL CORNERS AND ANCHORED TO STRUCTURE ABOVE HANGER WIRE TYP NOTE: HEAVY DUTY GRID SYSTEM �• t 1 V 1 d8' GYP. BD 1 1 �- SUSPENDED CLG RECESSED LIGHT FIXTURE AS SCHEDULED RECESSED DOWN LIGHT SEE ELECTRICAL DRAWINGS CROSS FURRING CHANNELS MAIN RUNNER FIXTURE, SEE ELECTRICAL SUSPENDED CLG DRAWINGS AS SCHEDULED RECESSED LIGHT FIXTURE - SEE ELEC. DRAWNGS ACT- RECESSED FLUORESCENT LIGHT (1 7 2 GW B CEILING RECESSED DOWN LIGHT ACT - RECESSED DOWN LIGHT SCALE: 3" = 1' - 0" SCALE: 3 =1' - 0 SCALE. 3 " 'I 3 " = 1 f _ 0 " . com sy y 0 4' V 1& 37 MITCHELL C. SMITH, ARCHITECT opmoomm . 04W..WW M tt*Kt . M mwft mwvw No 0w of M ftmmm MR be M�wMOn h 00 *W W OMNWG2Md C DATE j DESCRIPTION 7/9112004 PERMIT SUBMISSION t:fT1� Of TUK41�A 04-0110-01 PM: CLIFF HASEW DRAWN: CEILING DETAILS f i r 0 ,6 1`08921 -- . - .. ,..- .- .r -...: a.+eL •4��.a::.,'....,19pi;fifG �`- �'- '�r.'"°:.* ^ J�t , �l�ur` ^ �:_ :_:b m '�111.4� �►.'S�.�I10 +'�i�11,ii>MI"i��iI� —• . NOTE: PROM FASTENERS COMPLYING WI UL EX2258 3N' DNA, 22 GA. CONDUIT OR MTL. STUD BRACE WIRE, TYR \ �..`_ SUSP. CLG. FRAMING o NON-COMBUSTIBLE SIM. CONDITION ACT MAIN RUNNER SEISMIC COMPRESSION STRUT \.1! •' SCALE: 3" = l'- 0" TWO (2) 12 GA. SLACK SAFETY WIRES ATTACHED TO FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO STRUCTURE ABOVE FOR UP TO 56 POUNDS MAIN RUNNER MAIN RUNNER BEYOND GYP BD. BEYOND —4 GA HANGER WIRES 04'-W O.C. RADDLE -TIED AROUND MAIN RUNNERS •--- SADDLE -TIED GROSS FURRING TO MAIN RUNNERS WITH 2 STPA NDS OF 16 GA WIRE OR 1 STRAND OF • Y r 012 GA VERT" W IRE r � MAX. -�`- MAX. `. HORIZONTAL STRUT TYPICAL .\ GO WITIONS ,• N, 16 GA WIRE - 14' POP RIVET 0 PROVIDE 1/Y SPACE .•-a...ommmW O MPRES" STRUT BOARD MEMBERS ONE WALL OPPOSING WALL 1 N RUNNER OR CROSS TEE WALL ANGLE 012 GA SPLAY WNW BRACING IN PLANE OF EACH RUNNER VERTICAL. ANGLE - 45' (17 OC. 012 HANGER WIRE O 4' O' OC. IN IN BOTH DIRECTIONS. 144 SO. FT. MAX.) START BOTH DIRECTIONS ALL HANGERS AND VIITHIN V OF (MALL SPLAY WIRES TO HAVE A MIN. OF 3 TURNS IN V OF RUN UL COMPLYING J A C KSONIIIIIIIIIIII • F ASTENER � 4 0 5T . DEAN W ! , 1� GATE TUKWILA, WASHINGTON ET uNOEasIDE of !, � sTRUcTURE '` I MAX ' STL- CLIP l _vr X T X 1- 11X'1. \� X 12 OA (MIN) ~•- - 4 TIGHT TURNS VERTICAL SEISMIC STRUT AT 17 OC SPLAYED SEISMIC r ` 45 TYP f _ SPACE WIRE VERTICAL - . .• •, r • , STL. CLIP - 1.1/? X P X #HANGER WIRE r 1 1R'X16 GA HOT ROLLED MAIN RUNNER - 4.1/7L X 12 GA. (MIN) CHANNELS o4'-0' O.0 1 12IIFT MMNMUM MAIN RUNNER 46 TYP ' . `- _ . "' t' • 14'X26 GA. CROSS FURRING CHANNELS ..,..CROSS TEE - - ►, olvi O.C. NOTE: 1 PROVIDE FASTENERS COMPLYING WI UL EX -2256 GYP. BD + ti SUSPENDED GW13 CEILING DIAG. SUSPENDED CEILING GRID SEISMIC BRACE WIRE IVITL. DECK: MULVANNY G2� SCALE: 3/4" = l'- 0 "/ C4- SCALE: V.T.S. ) SCALE: 1 1/2' = 1'- 0" 1 f I GA. HANGER WIRES AT 4' -0' ,r' ,Pr` ' 1110 112TH AVE. NE I SUITE 500 ' O.C. SADDLED -TIED AROUND ,. � BRACING O4'-0' O.C. f '' , EiELLEWE, WA � 96004 ; HANGER WIRE MAIN RUNNERS ., TO STRUCT. ABOVE r MAX. (TYPICAL) t 425.463.2000 t 425-4632002 EDGE ANGLE 612 DIAGONAL WIRE TIES —' • --+• COMPRESSION STRUT o 4'-0' MuIMllnrtyG2.oOm 017-0' O.C. EACH WAY ' - 4.C. TO STRUTT. ABOVE CONT'RACTOR'S OPTIONS 1.) USG %X AIPASSO' TRIM DRYWALL MAIN TEE o 24' O.C. -•-�•- CLG. SUSPENSION s ' # - 2.) ARCHITECTURAL ALTERNATIVES SYSTEM PERIMETER TRIM 3M CONT. FOAM SOUND --� - ISOLATION "APE 'ACT Qj J MOt,�DING EA SIDE . `�' AA' 1. RUNNER SECURED '0 BRACING WITH (RUNNERS �. �, TAPPING SCREWS 54' GWB CEILING ACT CEILING FINISH PER SCHEDUt F ; PARTITION AS r 1 1Q'1X1 11T CONT. ANGLE, FASTEN S °18CHEDILAM �+ wALL PER SCHEDULE TO GWB GRID i WALL FRAMING �• . . PARTITION OR SOFFIT F *AS SCHEDULED r N � '• - f' •.� PROVIDE ABOVE E DIAGONAL '"«• ... ,. .� ', ' STRIKE SIDE OF JAMB IN TWO DIRECTIONS % -LftC TO SLAB ABOVE, TYP. ' - SUSPENDED GW13 CEILING - ACT CEILING PERIMETER DETAIL & SEISMIC RESTRAINED PERIMETER COMPRESSION SEAL C& TOP OF WALLS 81 , SCALE: 3" = l'- 0" _ cl o ) SCALE: 3" - 1' - V SCALE: 3" = 1'- 0" TWO (2) 12 GA. SLACK SAFETY WIRES ATTACHED TO FIXTURE . AT DIAGONAL CORNERS AND ANCHORED TO STRUCTURE ABOVE HANGER WIRE TYP NOTE: HEAVY DUTY GRID SYSTEM �• t 1 V 1 d8' GYP. BD 1 1 �- SUSPENDED CLG RECESSED LIGHT FIXTURE AS SCHEDULED RECESSED DOWN LIGHT SEE ELECTRICAL DRAWINGS CROSS FURRING CHANNELS MAIN RUNNER FIXTURE, SEE ELECTRICAL SUSPENDED CLG DRAWINGS AS SCHEDULED RECESSED LIGHT FIXTURE - SEE ELEC. DRAWNGS ACT- RECESSED FLUORESCENT LIGHT (1 7 2 GW B CEILING RECESSED DOWN LIGHT ACT - RECESSED DOWN LIGHT SCALE: 3" = 1' - 0" SCALE: 3 =1' - 0 SCALE. 3 " 'I 3 " = 1 f _ 0 " . com sy y 0 4' V 1& 37 MITCHELL C. SMITH, ARCHITECT opmoomm . 04W..WW M tt*Kt . M mwft mwvw No 0w of M ftmmm MR be M�wMOn h 00 *W W OMNWG2Md C DATE j DESCRIPTION 7/9112004 PERMIT SUBMISSION t:fT1� Of TUK41�A 04-0110-01 PM: CLIFF HASEW DRAWN: CEILING DETAILS f i r 0 ,6 1`08921 -- . - .. ,..- .- .r -...: a.+eL •4��.a::.,'....,19pi;fifG �`- �'- '�r.'"°:.* ^ J�t , �l�ur` ^ �:_ :_:b m '�111.4� �►.'S�.�I10 +'�i�11,ii>MI"i��iI� —• . NOTE: PROM FASTENERS COMPLYING WI UL EX2258 10 EXTEN To ALI ,1 ENLARGED 1st LEVEL STAIR PLAN ,' SCALE: 10=1' 1 1 MIN. r STEEL HANDRAIL W/ j NATURAL FINISH - / FLAT BAR HAND RAIL / SUPPORT — -- — / LINE OF WALL T-T MIN ® TOP l' -11' MIN. a DOT. LINE OF STRINGER - -,.. I BELOW _ _- I WALL MOUNTED HANDRAIL SCALE: 1 1/2"= 1' -0" Ma STEEL HANDRAIL W/ NATURAL FINISH STEEL HANDRAIL WI NATURAL FINISH 3' x 1N' METAL BARS NOTE: STAIRWELL IS EXISTING r $wpLvw= EXPOSED E NDOUN ACTIL�) „SACKS N.: coN:T.UC o EAN' SM WAIL, SEE SHEET GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON i : } 1304 x 101' COLD ROLLED -- _ - STEEL EDGE 1' 1tT , O -- EXTEND EXISTING STAR STRUCTURE t : A SHEATH W/ 314' M.D.O. - LNrE OF EXISTING STAIR $ TRUCTURE loop r • i r ' f 0 4' N!' 1 N3' 32' y . ism om REYIEW� � CJO� C�NIPLlI�I'iC� .r A/PQW ' MITCHELL C SMITH, ARCHITECT '. 2 504 7 MY Of pan„p MaNnex,�r C. • rww.,� Nw.cl�,. N mwo fomvw No aw d we dm wwe MR to l opaaae in a+r tam w by .y "mm now � o"o tta" tAwarr,�Q2 .. 1 AL DATE DESCRIPTION 1/lIJ2004! PERMIT SUBMISSION Pour_ 01-0110-01 PM: CUFF MASERT DRAWN: STAIR PLANS, ELEVATIONS & DETAILS '08- �--- �� �► . �._. -..- -- -� -- +- ---��- ...r_.. _�� - �....��. - _-�__ - — � .�..�. -- �.__ .._. ..��..w.,,,�r,.. - �..,,,.,,. �_ t ..:..... _..�.. y _ :...._. 9.. �/.� .+rtL ::' -- -w �.•3���� �.�: "� �- *= U _�—do-wo ..... mw�_ Nam& wow =: 1 1 Y4 x 104' COLD ROLLED STEEL EDGE EXPOSED ENDGRAIN ENGINEERED TREAD WOOD lCANTACT ORIOON LUMBER) .0 814' PLYWOOD COUNTER SUNK SCREWS EVENLY SPACED o t Nr O.C. ol \ S.—T IW METAL BARS OF MEZZ. FLOOR OPEN � ,ENLARGED 2nd LEVEL STAIR PLAN �. TYPICAL TREAD SECTION TYPICAL STAIR SECTION MULVANNY G 2 i At $wpLvw= EXPOSED E NDOUN ACTIL�) „SACKS N.: coN:T.UC o EAN' SM WAIL, SEE SHEET GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON i : } 1304 x 101' COLD ROLLED -- _ - STEEL EDGE 1' 1tT , O -- EXTEND EXISTING STAR STRUCTURE t : A SHEATH W/ 314' M.D.O. - LNrE OF EXISTING STAIR $ TRUCTURE loop r • i r ' f 0 4' N!' 1 N3' 32' y . ism om REYIEW� � CJO� C�NIPLlI�I'iC� .r A/PQW ' MITCHELL C SMITH, ARCHITECT '. 2 504 7 MY Of pan„p MaNnex,�r C. • rww.,� Nw.cl�,. N mwo fomvw No aw d we dm wwe MR to l opaaae in a+r tam w by .y "mm now � o"o tta" tAwarr,�Q2 .. 1 AL DATE DESCRIPTION 1/lIJ2004! PERMIT SUBMISSION Pour_ 01-0110-01 PM: CUFF MASERT DRAWN: STAIR PLANS, ELEVATIONS & DETAILS '08- �--- �� �► . �._. -..- -- -� -- +- ---��- ...r_.. _�� - �....��. - _-�__ - — � .�..�. -- �.__ .._. ..��..w.,,,�r,.. - �..,,,.,,. �_ t ..:..... _..�.. y _ :...._. 9.. �/.� .+rtL ::' -- -w �.•3���� �.�: "� �- *= U _�—do-wo ..... mw�_ Nam& wow =: 1 1 Y4 x 104' COLD ROLLED STEEL EDGE EXPOSED ENDGRAIN ENGINEERED TREAD WOOD lCANTACT ORIOON LUMBER) .0 814' PLYWOOD COUNTER SUNK SCREWS EVENLY SPACED o t Nr O.C. ol \ S.—T IW METAL BARS OF MEZZ. FLOOR OPEN � ,ENLARGED 2nd LEVEL STAIR PLAN �. TYPICAL TREAD SECTION TYPICAL STAIR SECTION MULVANNY G 2 i r i $wpLvw= EXPOSED E NDOUN ACTIL�) „SACKS N.: coN:T.UC o EAN' SM WAIL, SEE SHEET GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON i : } 1304 x 101' COLD ROLLED -- _ - STEEL EDGE 1' 1tT , O -- EXTEND EXISTING STAR STRUCTURE t : A SHEATH W/ 314' M.D.O. - LNrE OF EXISTING STAIR $ TRUCTURE loop r • i r ' f 0 4' N!' 1 N3' 32' y . ism om REYIEW� � CJO� C�NIPLlI�I'iC� .r A/PQW ' MITCHELL C SMITH, ARCHITECT '. 2 504 7 MY Of pan„p MaNnex,�r C. • rww.,� Nw.cl�,. N mwo fomvw No aw d we dm wwe MR to l opaaae in a+r tam w by .y "mm now � o"o tta" tAwarr,�Q2 .. 1 AL DATE DESCRIPTION 1/lIJ2004! PERMIT SUBMISSION Pour_ 01-0110-01 PM: CUFF MASERT DRAWN: STAIR PLANS, ELEVATIONS & DETAILS '08- �--- �� �► . �._. -..- -- -� -- +- ---��- ...r_.. _�� - �....��. - _-�__ - — � .�..�. -- �.__ .._. ..��..w.,,,�r,.. - �..,,,.,,. �_ t ..:..... _..�.. y _ :...._. 9.. �/.� .+rtL ::' -- -w �.•3���� �.�: "� �- *= U _�—do-wo ..... mw�_ Nam& wow =: 1 1 Y4 x 104' COLD ROLLED STEEL EDGE EXPOSED ENDGRAIN ENGINEERED TREAD WOOD lCANTACT ORIOON LUMBER) .0 814' PLYWOOD COUNTER SUNK SCREWS EVENLY SPACED o t Nr O.C. ol \ S.—T IW METAL BARS OF MEZZ. FLOOR OPEN � ,ENLARGED 2nd LEVEL STAIR PLAN �. TYPICAL TREAD SECTION TYPICAL STAIR SECTION MULVANNY G 2 i 4 rNIIIT 34PLATE b DUPLEX ELECTRICAL WALL -�— OUTLET- MTD. VERTIC& c l , NP. MOUNTING HEIGHTS I SCALE: 1/2" = l'- 0" t NOT USED 61 scue: HEADER PER MFG.'S 0 RECOMMENDATIONS " SLIDER DOOR TRACK CODE I < NO. 15361, FASTEN PER MFG.'S RECOMMENDATIONS i � � I - - • - - _ - Al SEE RCP f� FOR HEIGHT GWB CEILING CEILING LOCKSET OR LATC HIET AS REQUIRED FIRE EXTINGueek AL • 1 3�11• DOOR T I iff GWO EA SIDE OF "0001�1 3AETAL STUDS 8101L1D WOOD DOOR TRIM Ir �w• SHIM SPACE �-- � F.R. TREATED BLOCKING $01LID WOOD STOP S.C. WOOD VENEER DOOR (SEE DOOR SCHEDULE) DOOR HEAD SECTION -, 1 SCALE: 6' = 1' -0' (JAMB SIMILAR) ;.. 7 NOT USED ! . / SCALE: 6 = 1' -0' i� l4 i 16V owe EA SIDE OF METAL STUDS Wr -SOLID WOOD DOOR TRIM �- -�K• SHIM SPACE �f•R TREATED BLOCKING SOLID WOOD STOP 310' TEMPERED GLASS CENTER CSI JAW RELITE HEAD SECTION f SCALE: 6' = 1' -0" (JAMB SIMILAR) Q NOT USED M• 1 C SMIGLE WHEELED TROLLEY, CODE N0, 14253, INSTALL PER ' AAFG.'S RECOMMENDATIONS 13/4' r4ICK SLIDER DOORS t� FLOOR MOUNTED DOOR GUIDE - ►� CHANNEL FIN' FLOOR PER F04W SCHEDULE c SECTION POCKET DOORS SCALE: 3" = 1' -0 %of, ` SCALE: FORBID TACKABLE SURFACE OR WHITE BOARD, SEE CONSTRUCTION LINE OF WALL PLAN FOR DETAILS 1• COLD ROLLED STEEL FLAT BAR FORBID TAC:IUIBLE SURFACE OR DISPLAY BOARD EDGE TRIM WHITE BOARD, SEE CONSTRUCTION PLAN FOR LOCATIONS COLD ROLLED STEEL DISPLAY I MARKER TRAY, FASTEN TO WALL STUDS COUNTER SUNK SCREW, -- o ; FASTEN TO STUDS IN 1• COLD ROLLED STEEL FIAT BAR r DISPLAY BOARD EDGE TRIM �— LINE OF WALL - SECT DISPLAY BOARD MARKER TRAY SECT DISPLAY BOARDS 12; SCALE: 6"= 1' -0' 3, SCALE: 1 . = 1 -5V Oft EA. SIDE OF METAL STUDS _ - -. ! -1 OWD WOOD DOOR STOP - : _ -- - SOLID WOOD DOOR TRIM QQ —1N' SHIM SPACE % A s f R. TREATED BLOCKING r f' ( W TEMPEREC GLASS SOLID WOLO DOOR TRIM - 'SUBSTRATE J ACKSON.0 : cold $T outt " DEAN! GATEWAY NORTH 116TH STREET TUKWILA, WASHINGTON t C SLIDING DOOR HEAD SECT DOOR/RELITE JAMB SECTION 4 5) MULVANNY,G2� SCALE: 6' = 1' -0' {JAMB SIMILAR SCALE: 6' = 1'-0' ;. ' 11 112TH AVE. NE SUITE SW BELLEVUE, WA 1 90004 11425.4433.2000 1 t 425.463.2002 i FLAT SLIDER DOOR TRACK, MOUNT TO HEADER FLAT SLIDER DOOR TRACK ' MOUNTING TABS 00 ' BOLT TROLLEY ASSY. TO SLIDING DOOR WI CARRIAGE BOLTS O 4' V 16' 32' . MITCHELL C. SMITH, ARCHITECT % 1304' -- WOOD SLIDING DOOR DOOR1� CONCEILED DOOR STAY ROLLER SLIDING DOOR HEAD SECT WOO DOOR r FOB a Tuk �t ONCEALED STAY ROLLER d r' RACK ASSEMBLY LINE OF FLOOR NOTE: FLAT TRACK 8 ARE BY •RICK SCALE: 1' = 1' 15 SCALE: g . _ , ��. 2o I , CF wassim a v,a rumm a No w d rft *Do~ mwr 1. 9"r ' h WV ft— a sr •,V nwrrWft%A o.nn�.ron r, iwwro Meer Ywwr�e� Ara�.�w DATE DESCRIPTION - ---, -- - -- - - - - - ?N2004 PERMIT SUBMISSION 00 m 04- 0110-01 PM. CLIFF HASERfi DRAWN: Ca( MAY 20, WN DOOR/WINDOW A MISC. DETAILS r fi A I , CF wassim a v,a rumm a No w d rft *Do~ mwr 1. 9"r ' h WV ft— a sr •,V nwrrWft%A o.nn�.ron r, iwwro Meer Ywwr�e� Ara�.�w DATE DESCRIPTION - ---, -- - -- - - - - - ?N2004 PERMIT SUBMISSION 00 m 04- 0110-01 PM. CLIFF HASERfi DRAWN: Ca( MAY 20, WN DOOR/WINDOW A MISC. DETAILS r fi r KEYBOARD / MOUSE TRAY, N.I.C. COMPUTER TERMINAL, N.i C. I - TRANSACTION COUNTER WORK LINTER i I ' i • • A, F.— dr WAFT ') (� r - - -- - -- - --PLAM WORK SURFACE i STEEL TRANSACTION COUNTER EQUALLY SPACED STEEL 3 k TRANSACTION SUPPORT 1 T t STAND-OFFS BELOW � 1• TYPICAL COUNTER WIRE GROMMETS OVERHANG BELOW,TYP LINE OF CASEWORK FRAMING BELOW, TYP. ENLARGED PLAN RECEPTION DESK 1 SCALE: 1/2 " =1' -0" STEEL TRANSACTION COUNTER d STAND-OFFS BEYOND EXPOSED DESK FRAMING, ALTERNATI OVERLAPPING BUTT JOINTS COUNTERTOP: PLAM OVER 314 PLYWOOD, TYP. SOLID WOOD 304' COUNTER OVERHANG, TYP. DRAWERS ON FULL EXTENSION SLIDERS, TYP. VRFY MELAMINE ON ALL INTER109 SURFACES EXPOSED AGGREGATE CONCRETE PANELS d BASE 1 117 THICK PANELS ~ EXPOSED AGGREGATE CONCRETE PANELS d BASE SECT. THRU INFO COUNTER r\ SCALE: 1 1 12' = 1' -0" FINISH CEILING AS SCHEDULED - VERIFY CLG. HEIGHT CABINET DOOR W/ CONCEALED HINGES ADJ. SHELF ON HEAVY DUTY METAL PIN SUPPORTS PROVIDE PARTITION BACKING PER DETAIL 4' BRUSHED S.S WIRE PULLS TYP 1 LIGHTED VALANCE FINISH CEILING AS SCHEDULED - VERIFY CLG. HEIGHT CONCRETE PANELS SECT. THRU INFO COUNTER e � SCALE: 1 1/2" = 1'-0" I LIGHTED VALANCE SCRIBED TO WALL BACKSPLASH ADJ SHELVES ON HEAVY DUTY METAL . PINS SUPPORT , r— CABW DOOR ON OONCEALED HNGES; 6C4 HARDWARE FLOOR LINE SEC. THRU CASEWORK SCRIBED TO WALL BACKSPLASH FLOOR LINE o7o SEC. THRU CASEWORK FINISH FLOOR L1* SEC. THRU CASEWORK SXPOW AGGREGATE CONCRETE PANELS 1 WIDE x 8 3M• DEEP MAIL SLOTS, TYP. -�- DRAWERS ON FULL EXTENSION SLIDU W/ 4 S.S. BRUSH FINISH WIRE PILLS MAIL CABINET DOOR, HOLD TOP OF DOOR 8' FROM COUNTER FOR MAIL SLOT - STEEI. TRANSACTION COUNTER STEEL TRANSACTION COUNTER Now STAND-OFFS TYP. . - No NE PLAM WORK SURFACE -- w b �- EXPOSED DESK FRAMING, Arr'FRNATING OVERLAPPING BUTT JOWTS -- - - b NOTE: MELAMINE FINISH ON INSIDE OF CABNETS SHOULD BE GREY CLOR, TYP. " 2t go } i SCALE: 1'= / � S 0 4' B' 113 MITCHELL C. SMITH, ARCHITECT �- • MA w ww AN MWft nmwwe No =I of fb doW"" mwr in fopv&m ro In wV bnn or &I w1 mW* wlfW swn000 + In w" A•re WllWvVW Na�lww -,- DATE DESCRIPTION 191/'1004 PERMIT SUBMISSION CMY OF T1JKyVK4_ _._.._ Jut 1 a "m 0 PM: CLIFF HASERT DRAWN - M ,r 4 r ,M / � S 0 4' B' 113 MITCHELL C. SMITH, ARCHITECT �- • MA w ww AN MWft nmwwe No =I of fb doW"" mwr in fopv&m ro In wV bnn or &I w1 mW* wlfW swn000 + In w" A•re WllWvVW Na�lww -,- DATE DESCRIPTION 191/'1004 PERMIT SUBMISSION CMY OF T1JKyVK4_ _._.._ Jut 1 a "m 0 PM: CLIFF HASERT DRAWN - NOTES: 1. ALL DIMENSIONS ARE TYPICAL UNLESS OTHERWISE NOTED 2. WEDGE BOLT CASEWORK TO FLOOR BTEEl TRANSACTIOI+I COUNTER /0000,— STEEL TWINoACTlON COUNTER STAND-OFFS, TYF EXPOSED DESA FRAMING, ALTER OVERLAPPING BUTT JOINTS - - -- C .. .� •"..• • �'. \ EXPOSED AGGREGATE CONCRETE EXPOSED AGGREGATE OONCRETE PANELS d BASE PANELS 8 BASE --- 1'4' - 1'-0' 1 112' PANEL El •f ELEV. 0 RECEPTION DESK 2 , SCALE: 1/2"= V-0" STEEL TRANSACTION COUNTER d SEE PLAN STAND -OFFS NG 12' WIDE x 8 314 DEEP MAIL SLOTS, TYP EXPOSED DESK FRAMING, ALTERNATING OVERLAPPING BUTT JOINTS o COLN�fTERTOP; PLAM OVER 39' PLYWOOD, TYP. W -- 1' COUNTER OVERHANG, TYP. MAIL CABINET, MAIL RECEPTICALS N.I.C. r - - - -- - - - - - C S.S. WIRE PULL W/ BRUSH FINISH US MAIL j J 1 J GREY MELAMINE ON ALL 1 INTERIOR SURFACES JACKSO m 0 a 9 n 0 N =T2 UCT10N DEAN' GATEWAY NORTH 11STH STREET TUKWILA, WASHINGTON ' r 3 E LEVA' RECEPT. DESK n ELEV. @RECEPTION DESK r ELEV RECEPTION DESK � M U L V A N N Y 'G 2 SCALE: 1/7=1'-O" t`�i scut 1n.in FINISH CEILING AS SCHEDULED - VERIFY CLG. HEIGHT ADJ. SHELF ON HEAVY DUTY METAL PIN SUPPORTS PLAM FINISH ALL SIDES FINISH ALL SIDES PROVIDE PARTITION BACKING PER DETAIL SCRIBED TO WALL BACKSPLASH SHF1F EDGE PLAM, TYP PLAM ADJ. SHELVES ON HEAVY DUTY METAL PINS SUPPORT CABINET DOOR ON CONCEALED HINGES; SCHED. HARDWARE 1 RECEPTION DESK & MISC. DETAIL i08m50 -� SECT. THRU INFO COUNTER 4 r ,M NOTES: 1. ALL DIMENSIONS ARE TYPICAL UNLESS OTHERWISE NOTED 2. WEDGE BOLT CASEWORK TO FLOOR BTEEl TRANSACTIOI+I COUNTER /0000,— STEEL TWINoACTlON COUNTER STAND-OFFS, TYF EXPOSED DESA FRAMING, ALTER OVERLAPPING BUTT JOINTS - - -- C .. .� •"..• • �'. \ EXPOSED AGGREGATE CONCRETE EXPOSED AGGREGATE OONCRETE PANELS d BASE PANELS 8 BASE --- 1'4' - 1'-0' 1 112' PANEL El •f ELEV. 0 RECEPTION DESK 2 , SCALE: 1/2"= V-0" STEEL TRANSACTION COUNTER d SEE PLAN STAND -OFFS NG 12' WIDE x 8 314 DEEP MAIL SLOTS, TYP EXPOSED DESK FRAMING, ALTERNATING OVERLAPPING BUTT JOINTS o COLN�fTERTOP; PLAM OVER 39' PLYWOOD, TYP. W -- 1' COUNTER OVERHANG, TYP. MAIL CABINET, MAIL RECEPTICALS N.I.C. r - - - -- - - - - - C S.S. WIRE PULL W/ BRUSH FINISH US MAIL j J 1 J GREY MELAMINE ON ALL 1 INTERIOR SURFACES JACKSO m 0 a 9 n 0 N =T2 UCT10N DEAN' GATEWAY NORTH 11STH STREET TUKWILA, WASHINGTON ' r 3 E LEVA' RECEPT. DESK n ELEV. @RECEPTION DESK r ELEV RECEPTION DESK � M U L V A N N Y 'G 2 SCALE: 1/7=1'-O" t`�i scut 1n.in FINISH CEILING AS SCHEDULED - VERIFY CLG. HEIGHT ADJ. SHELF ON HEAVY DUTY METAL PIN SUPPORTS PLAM FINISH ALL SIDES FINISH ALL SIDES PROVIDE PARTITION BACKING PER DETAIL SCRIBED TO WALL BACKSPLASH SHF1F EDGE PLAM, TYP PLAM ADJ. SHELVES ON HEAVY DUTY METAL PINS SUPPORT CABINET DOOR ON CONCEALED HINGES; SCHED. HARDWARE 1 RECEPTION DESK & MISC. DETAIL i08m50 -� SECT. THRU INFO COUNTER • DOOR AND FRAME SCHEDULE C APSU VUATIONS 3'-0' X 7*0 MTL PAINT PAINT _ AL ALUMINOM ZED ANZ ANODIZED E DISTING ME MATCH EXISTING PL PLASTIC LAMINATE 8TN STAINED CAA CLEAR ALUM. ANOD Q CLEAR a TE GLASS MH MAGNETIC HOLD OPEN PR PAIR 1 SOLID CORE WD CR CARo READER HM LQ HOLLOW METAL (ELATED) IACOUERED MIN MINUTES P8 PANIC BAR Pw PAINT . COLOR PWC POWDER COAT i 3TL STEEL NF NO F RAME NO FR 'VAR VARNISH OPENING OPENING /LLICIL Q FRAME ALL AIL WDIGL HW FIRE REMARKS NUMBER SIZE SET I RTG. TYPE MATERIAL FINISH `YPE MATERIAL FINISH HEAD JAMB ILL GROUND FLOOR 3' -0' X T-0" R WD /GL NR E:JUSTING DOOR, PAINT TO MATCH WALL 100A 3'-0' X 7*0 MTL PAINT PAINT MTL WD PAINT EO MIN RELOCATED DOOR, RE -KEY AS REG'D 1008 3' -0' X T-0' AUGL N/A R AL CLEAR WR WD CLEAR 20 MIN RELOCATED DOOR, RE-KEY AS REO'D 1000 V -0' X T-0' /LLICIL N/A 204 ALL R WDIGL CLEAR WR 20 MIN RELOCATED DOOR, RE-KEY AS REG'D 1 03 3' -0' X T-0' 1468.40 PAINT NR DOOR SIZE IS 7"-8" x 3' -4' (TO COVER TRIM) PAINT 3' -0' X T-0" R WD /GL NR E:JUSTING DOOR, PAINT TO MATCH WALL 104 105 106A 1066 107 108 $10 X T 8'-0" X 7-0" 8 X r-w 3 ' 4 r X 74r 8 8'4' X T4" 8' X r4r f WD WD WD WD PAINT PAINT PAINT PAINT PAINT CLEAR WD WD WD WD WD WD PAINT PAINT PAINT PAINT PAINT CLEAR 10118,40 2118.40 18/18.40 2118.40 GROUP 11 GROUP 2 NR NR NR NR N/R 20 MIN. EXISTING DOOR, PAINT TO MATCH WALL EXISTING DOOR, PAINT TO MATCH WALL RELOCATED DOOR, PAINT TO MATCH WALL BI -FOLD CLOSET DOOR RELOCATED DOOR, PAINT TO MATCH WALL 110 8' X T$ R WD/GL CLEAR WR WD CLEAR 3.4 8 15118.40 3.4 8 5118.40 1468.40 GROUP 12 FAR DOOR SIZE IS T-8' x 7-4 (TO COVER TRIM) 111A 5'-0' X T4" R WDIGL CLEAR WR WD CLEAR 3, 4 8 15AS -40 3,4 8 5118.40 14118.40 GROUP 12 NR DOOR SIZE IS T-Q' x 7••4• (TO COVER TRIM) 1118 5'-0" X T4' R WD /GL CLEAR WR WD CLEAR 3, 4 8 15118.40 3, 4 8 5118.40 14118.40 GROUP 12 NR DOOR SIZE IS T x 3'-4" (TO COVER TRIM) 111 C 3'4' X T$ WD PAINT F WD PAINT WD WD CLEAR NR RELOCATED DOOR, PAINT TO MATCH WALL 1111D Y -O" X T4' 1 WD PAINT WD PAINT CL NR RELOCATED DOOR, PAINT TO MATCH WALL 114 117 3'-0' X T4' R 3'4' X T-0' R WDIGL WD/3L CLEAR CLEAR WR WR WD WD CLEAR CLEAR 3,4 Nl 1568.40 3,4 Il 15118.40 3.4 8 5118.40 1468.40 3, 4 8 5118.40 14/18.40 GROUP 12 GROUP 12 NR NR DOOR SIZE IS T4' x 3' -4' (TO COVER TRIM) DOOR SIZE IS T-8' x 3'-4' (TO COVER TRIM) 118 3' -0' X T46' R WD/GL CLEAR WR WD CLEAR 3.4 6 15118.40 3.4 8 568.40 14/'18.40 GROUP 12 NR DOOR SIZE IS T-8" x 74" (TO COVER TRIM) 119 3'4' X T4" R WD /GL CLEAR WR WD CLEAR 3,4 8 15108 "40 3,4 8 5118.40 1468.40 GROUP 12 NR DOOR SIZE IS T4" x 3' -4" (I'O COVER TRIM) 1 20 3' -0" X T4' R WD/GL CLEAR WR WD CLEAR 3.4 NL 1568.40 3, 4 8 568.40 14/'18.40 GROUP 12 NR DOOR SIZE IS T4' x 3'-4• (TO COVER TRIM) 121 V -0" X 7-8' R WD/GL CLEAR WR WD CLEAR 3, 4 & 15118.40 3, 4 S 568.40 1468.40 GROUP 12 NR ;DOOR SIZE IS T-8" x 3'-4" (TO COVER TRIM) 122 8'-0' X T.8' IR WD/GL CLEAR WR WD CLEAR 3.4 8 15118 "40 3, 4 & 5118.40 1468.40 GROUP 12 NR (DOOR SIZE IS T48' x 3'-4' (TO COVER TRIM) 123 8'-O' X T-0" F WD CLEAR WD WD CLEAR 2h8.40 4, 568.40 GROUP 2 QO MIN (1) CLOSER 124 8 X T-' R 'WDIGL CLEAR WR WD CLEAR 3,4 Nl 1568.40 3, 4 NI, 568.40 1468.40 GROUP 12 , NR DOOR SIZE IS T 4' x V-4 (TO COVER TRIM) 125 8' -0' X T4" R WD/GL CLEAR WR WD CLEAR 3, 4 & 1SM-40 3.4 & 568.40 1468.40 GROUP 12 ANR DOOR SIZE IS T-8' x 3' -4" (TO COVER TRIM) 126 S'-0" X T-6' WD CLEAR RATED W/ CLOSER WD CLEAR GROUP 2 +NR RELOCATED DOOR, PAINT TO MATCH WALL 1 I btcurvu rwurc 202 3' -0' X T-6" WD PAINT WD PAINT GROUP' NR RELOCATED DOOR, PAINT TO MATCH WALL 203 3' -0" X T-6' R WD/GL CLEAR WR WD CLEAR 3, 4 8 1568.40 3, 4 8 568.40 1468.40 GROUP 12 NR DOOR SIZE IS 7"-8" x 3'-4" (TO COVER TRIM) 204 3' -0' X T-6' R WDIGL CLEAR WR WD CLEAR 3, 4 & 1568.40 3, 4 8 5/i8.40 1468.40 GROUP 12 NR DOOR SIZE IS 7"-8" x 3' -4' (TO COVER TRIM) 205 3' -0' X T-0" R WD /GL CLEAR WR WD CLEAR 3, 4 8 15/18.40 3, 4 & 51i8.40 1468.40 GROUP 12 NR DOOR SIZE IS 7"-8" x 3'4" (TO COVER TRIM) 207A 3' -0' X T-6' F WD CLEAR WD WD CLEAR 2118.40 268.40 (�) PAIR HINGES (1) PASSAGE LOCKSET GROUP I NR TUKWILA, WASHINGTON 2078 11'-4" X 9-0" S WD CLEAR N/A NiA WA 1168.40 NIA GROUP 13 NR 11 X S WD CLEAR N/A N/A i .40 (1) OFFICE LOCKSET (2) STOPS CLOSER tCN UGH F4000 (COMPLY WI ADA. NO THROUGH GR , 207D 3'-0' X T-6" F WD CLEAR WD WD CLEAR .268.40 2118.40 (2) CLOSERS GROUP 1 NR Tom' F CL CLEAR 2/18.40 . 2�� P 2 MI L f r : 4 210 3r-0' X 7-0" F WD CLEAR WD WD CLEAR 2, 368.40 4, 568.40 GROUP 1 NR AUTOMATIC DOOR BOTTOM PENKO 43411 (SURFACE MTD.) e 211 T -0" X T$ F WD CLEAR WD WD CLEAR 2, 368.40 4, 511840 GROUP 1 NR 213 3'-0' X T-0" R WD/GL CLEAR WR WD CLEAR 3,4 & 1568.40 3, 4 8 5118.40 1468 40 GROUP 12 NR DOOR SIZE IS T4' x 3'-4' (TO COVER TRIM) 214 215A 5-0' X T$ 3'-0' X T$ R R WD/GL WD/GL CLEAR CLEAR WR WR WD WD CLEAR CLEAR 3.4 i 1568.40 3, 4 i ' 568.40 3, 4 8 5/18.40 3, 4 N8 568 40 14118 40 1468.40 GROUP 12 GROUP 12 iNR NR DOOR SIZE IS 'r-8"x 3'4' (TO COVER TRIM) DOOR SIZE IS T-0' x 3'-4" (TO COVER TRIM) 2158 3-0' X T4" DUST PROOF STRIKE GLYNN,aHNSON WD CLEAR GROUP 6 SINGLE, OFFICE LOCKSET WD CLEAR '" BELLEVUE. WA 1 08004 RATED W/ CLOSER GROUP 2 NR RELOCATED DOOR, PAINT TO MATCH WALL NOTE: ALL NEW WOOD DOORS TO BE (SEE FINISH SCHEDULE) 1 DATE DESCRIPTION PERMIT SUBMISSION 1 9/14104 ' FIELD CHANGE 2 1110 M X OWNER REVISION =Z p AV, 04.011041 PIM CLIFF HASERT ORAWNI. WD WR WIC �V000 WOOOAiEIITE W000 CASE OPENNOG a*%2L41 DOOR SCHEDULES « i i09 Mr N 5 1411 It r ' A• 1� ,:��'$M�Rf�:airc ±..t�ww�a� -aui ..,� -�:x . :.rrn...� - - �, - - -- __' -"�- .�� -. _...f.. .._•rrw�.r - - -- ....- �_�+�.�,.�..i.,�, .. ....rs .4..Mt..e Zr..or -.:a• �.�r+rr _ .� GROUP 13 (1) SLIDER TRACK SLIDING POCKET DOOR (2) TROLLEY ASSEMBLY NON RATED (1) TRACK STOP (1) FLOOR GUIDE MOUNTED (1) EDGE MOUNTED FLUSH DOOR PULL DOOR TYPES 51/2' FRAME 1 YP 3'-0' RELITE - LINE OF RELITE ♦ I j FRAME I DOOR ,, I f/ OPENING i I / BEYOND I ap ' I 4' DOOR -- - -.BASE FLUSH WD I GL SLIDING DOOR WI RELITE 81 -FOLD F RAME TYPES I 2. DOOR FRAMES HUNG WITH LABELED DOORS SMALL ALSO BE LABELED WITH THE SAME RATING 3. CLOSURES SHALL BE PROVIDED ON LABELED DOORS. 4. ALL DOORS SHALL BE 139 THICK UNLESS OTHERWISE NOTED. E. SEE DOOR SCHEDULE FOR DOOR AND FRAME FINISHES. DOOR EDGES TO MATCH FINISHES OF DOOR SURFACES. 6. PROVIDE SMOKE GASKETS AT JAMBS AND HEAD FOR 20 MIN. DOOR FRAMES. T. PROVIDE DOOR SIGNAGE PER DETAIL, MOUNT ON DOOR. 6 DOOR LATCH OR LATCH -SET HKtDWARE SHALL MEET BARRIER FREE CODE REQUIREMENTS. 9. THE OPERATION OF ALL DOOR 1iARDWARE SHALL BE BY WRIST OR ARM MOTION AND COMPLY WITH THE REQUIREMENTS OF SECTION 11062 AND 1106.3 OF - HE WASHINGTON STATE AMENDMENTS. z 18' RELITE ED 11' COLA XLED STEEL OGLE TRIM 0 4' 8' 16' 32' "• s MITCHELL C. S MITH, A RCHITECT y� 4MA8►+MG TNiIt I • wwwnrw Ararku. AN Va pmwvw No mm or w ftm a t m" a wono"d r, "to" or br +M mws mow po imm a+ r+ - !Dom MA AWftaw 13 SLIDING POCKET DOOR (HARDWARE GROUPS HARDWARE TYPES HARDWARE OR" HARDWARE f tEMARKS " 13EE SPECIFICATION SECTION 06710, DOOR HARDWAR FOR AUX INFORMATION J C all HARDWARE MMNUFACTLWR MOM NO WUP 1 HINGES t o Iy ,< T � u t r N o " DEAN 131NGL.E. PASSAGE LATCWSET �) PAIR () PASSAGE LJATCHBE? L � uT OCKSE i C 4WS SARGENT 2810006- LB-280 NON (1) STOP PANIC HARDWARE VON DUPRIN 0675L (F) TOP CENTER HUNG PNOT Aw" 340 GATEWAY NORTH 116TH STREET GROUP � SI NGLE. PASSAGE LOCKSET (�) PAIR HINGES (1) PASSAGE LOCKSET CENTER HUNG FLOOR CLOSER RIXSON 28 X 664 TUKWILA, WASHINGTON NON RATED WI CLOSER (1) STOP ' _ (1) CLOSER - 14INGE MCKINNEY 2300 AND 2700 SERIES HIDDEN HINGE RO83 218 / 418 HEAVY DUTY GROUP 3 (4) PAIR HINGES ELECTRIC STRIA ftUTHERFORD CONTROLS F4000 SERIES DOUBLE OFFICE LOCKSET W/ NON RATED CLOSER �, . (1) OFFICE LOCKSET (2) STOPS CLOSER tCN UGH F4000 (COMPLY WI ADA. NO THROUGH , (1) AUTOMATIC FLUSH BOLTS (CLOSER -HOLD OPEN �T (1) ASTRAGAL - FULL LENGTH w (2) CLOSERS ELECTRONIC HOLD OPENS ft0(ON FIREMARK FM 900 SERIES ; ^ DOOR STOP Y CARTER HARDWARE INC. FLOOR TYPE, FDB3687 ^ E DOOR SILENCERS GLYNN,NOH(,NSON GJ64 I GJ65 GROUP 4 HINGES (2) PAIR HINGES SMOKE SEALS PEMKO SINGLE, OFFICE LOCKSET (1) OFFICE LOCKSET NON RATED (1) STOP AUTOMATIC DOOR BOTTOM PENKO 43411 (SURFACE MTD.) e 800 SERIES (HOLLOW METAL DOORS) AUTOMATIC FLUSH BOLTS SW SERIES (WOOD DOORS) GROUP 5 (2) PAIR HINGES 8 COORDINATOR DOOR CONTROL INTO (DCI) SINGLE, OFFICE LOCKSET (1) OFFICE LOCKSET COR X FBI t NON RATED W/ CLOSER (1) STOP RATED COORDINATOR -GLYNN JOHNSON -" (1) CLOSER - fO 3668, MAX RIS �• i., ASTRAGAL. ' r DUST PROOF STRIKE GLYNN,aHNSON �' TH 1110 112 AVE. NE I SUITE 500 1 ' GROUP 6 SINGLE, OFFICE LOCKSET (2) PAIR HINGES (1) OFFICE LOGASET DOOR CLOSER / HOLD OPEN 4040SED - i SMOKE DETECTOR J LCN '" BELLEVUE. WA 1 08004 RATED W/ CLOSER (1) STOP t 425 "463.2000 1 t 425.463 2002 (1) SMOKE SEAL KICKPI RTES HAGER -` (1) CLOSER r 3847 r T fSB COAT HOOKS CARTER HARDWARE INC t "} Muly nnyG2.00m' DOOR CATCH rr•.� GROUP 7 (4) PMR HINGES '" .. r DOUBLE, OFFICE LOCKSET (1) OFFICE LOCKSET `• , RATED W/ CLOSER 12� DOOR STOP -.• ,, , (2) SMOKE SEALS a „ (2) CLOSERS (1) AUTOMATIC FLUSH BOLT x " (1) DUST PROOF STRIKE (1) ASTRAGAL - FULL LENGTH , .a (1) COORDINATOR - FULL LENGTH BAR ` • �' GROUP 8 (2) PAR HINGES ; SINGLE (1) PANIC HARDWARE PAMC HARDWARE (1) STOP RATED WI CLOSER (1) CLOSER r � •, 11) SMOKE SEAL • ;+ r t .' (4) PAIR DOUBLE HOLD OPEN OFFICELOOCKSET RATED WI CLOSER (1) AUTOMATIC FLUSH BOLT , . (1) DUST PROOF STRIKE ' (1) ASTRAGAL - FULL LENGTH - r y " (2) SMOKE SEALS r ' (2) CLOSERS .. (1) COORDINATOR -FULL LENGTH BAR y v~ 4 GROUP 10 (1#) PAIR HINGES SINGLE CARD READER 6) ELECTRIC TRANSFER HINGE NON RATED (1) ELECTRIC TRANSFER HINGE r` _ - 1 (1) CLOSER GROUP 11 (1) DOOR PULL FRAME & DOOR NOTES: 81 -FOLD NON RATED GROUP 12 (1) SLIDER TRACK 1. EXCEPT AS OTHERWISE REQUIRED BY LOCAL BUILDING CODES, THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL FIRE SLIDING W/ RELITE (2) TROLLEY ASSEMBLY DOOR ASSEMBLIES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION NON RATED ;'� (1) TRACK STOP - PAMPHLET, NFPA 80, THIS INCLUDES SWINGING DOORS, HOISTWAY DOORS FOR FOR ELEVATORS, ACCESS DOORS, AT THE (1) FLOOR MOUNTED GUIDE LOCATIONS WHERE INDICATED. MOS" RESTRICTIVE CODES GOVERN, IF ANY DIFFERENCES EXIST BETWEEN THESE CODES (1) VERTICAL DOOR HANDLE AND THE NFPA FOR ANY JF THE ABOVE INSTALLATIONS. GROUP 13 (1) SLIDER TRACK SLIDING POCKET DOOR (2) TROLLEY ASSEMBLY NON RATED (1) TRACK STOP (1) FLOOR GUIDE MOUNTED (1) EDGE MOUNTED FLUSH DOOR PULL DOOR TYPES 51/2' FRAME 1 YP 3'-0' RELITE - LINE OF RELITE ♦ I j FRAME I DOOR ,, I f/ OPENING i I / BEYOND I ap ' I 4' DOOR -- - -.BASE FLUSH WD I GL SLIDING DOOR WI RELITE 81 -FOLD F RAME TYPES I 2. DOOR FRAMES HUNG WITH LABELED DOORS SMALL ALSO BE LABELED WITH THE SAME RATING 3. CLOSURES SHALL BE PROVIDED ON LABELED DOORS. 4. ALL DOORS SHALL BE 139 THICK UNLESS OTHERWISE NOTED. E. SEE DOOR SCHEDULE FOR DOOR AND FRAME FINISHES. DOOR EDGES TO MATCH FINISHES OF DOOR SURFACES. 6. PROVIDE SMOKE GASKETS AT JAMBS AND HEAD FOR 20 MIN. DOOR FRAMES. T. PROVIDE DOOR SIGNAGE PER DETAIL, MOUNT ON DOOR. 6 DOOR LATCH OR LATCH -SET HKtDWARE SHALL MEET BARRIER FREE CODE REQUIREMENTS. 9. THE OPERATION OF ALL DOOR 1iARDWARE SHALL BE BY WRIST OR ARM MOTION AND COMPLY WITH THE REQUIREMENTS OF SECTION 11062 AND 1106.3 OF - HE WASHINGTON STATE AMENDMENTS. z 18' RELITE ED 11' COLA XLED STEEL OGLE TRIM 0 4' 8' 16' 32' "• s MITCHELL C. S MITH, A RCHITECT y� 4MA8►+MG TNiIt I • wwwnrw Ararku. AN Va pmwvw No mm or w ftm a t m" a wono"d r, "to" or br +M mws mow po imm a+ r+ - !Dom MA AWftaw 13 SLIDING POCKET DOOR • Q A 8 QC QD E F A 11 2 15' -0• ,o'_p• 30'_08 X5'_0• 25' -0 " t is' -o• ,o' -o• j _ GENERAL NOTES -Vol "� - -- THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE • COM INTERNATIONAL BUILDING CODE 2003 EDITION - ASTN'S LATEST EDITI UVE LOADS - _ EXIST. GLO 1 SEISMIC ZIP ...98168 1 • •�� SS * 1.41 VMS- , 1 S1 • � .49 SOS a .940 8 -1 I 1 +'�♦ SD 1 = .493 F -1 NEW W1204 F -1 1 j 1 Sei9mic ptsign Category • D ' I V - 6110 *W ( Aso ) 1e" TJI L65 NE w1 2x 1 BELOW �`•'' OSHA STANDARDS Q UNPILE C C 1 O 16 "0/c 1 D_ 1 4 o J E_ 1 F _ 1 , THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT 1 '� OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS C%11 EXIST, f; I N. FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL ., STAIR , 1 CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE $0 THE DRAWINGS MAY BE MODIFIED FOR COMPLI PRIOR TO EXIST. t CONSTRUCT l ON . THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND $ METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. 1 �. I - l . -. CAST-N4-PLACE CONCRETE r . 1 EXISI�ING 3 .. I F'c - 3000 PSI FOR ALL CAST-IN-PLACE CONCRETE. CONCRETE MAY BE PROPORTIONED ON BRG. WALL 2 - 18" TJI I I ImE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES AS DESCRIBED IN CODE. SUBMIT 18" TJI L69 N -- 1 — _ - _.._..._. - _._._........"._._...,... ."..,.,._�.,...,,,............, 5a 5S - , - , ..,..... ._.._,..., �-- ..,.+..._ ,..�.._: ._.,,.,,,.,, :...•_._ - ..�..,,., I-- „,,� •.r, MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. MIXING AND PACING OF ALL ' I CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WI THE ACI 318. t 016o/c C_1 � ; I PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX W ITH 4w MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGAT o I _ _ s 1 ON OR EXCESS FREE SURFACE WATER. SEE m I I T• & G. PLYWOOD o TILT UP WALL Y SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 1 -1/2% TOTAL AIR CONTENT FOR NAIL w/ 10d COMMON - I I USED CONCRETE EXPOSED TO FREEZING AND THAWING NG EXPOSURES . LIMIT WATER - CEMENT RATIO TO A -1 x ° N I 06 "o /c EDGES 4 r. - - - NEW ' MECH. •45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER ` 10 FIELD 1 N 00 MAX. VERIFY SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT S I T E . WATER REDUCING OR , _ SUPERPLASTICIZING ADMIXTURES MAY BE TO INCREASE WORKABILITY WITHOUT f' ----- ....- ........._. -.. _ _ 1 _- INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON N I ti 1 ARCHITECTURAL DRAWINGS.. in I I NEW STEEL J�. ° II of 4x6 USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A 615 GRADE 60 w/ SIMPSO ! (f y- , 000 PSI). LAP CONTINUOUS REINFORCING BARS 36 BAR D I ANiETERS 2'-0* HU46 HGR. UNL ESS ONTED OTHERWISE. PROVIDE CORNER BARS (2' -0” MI SEND) FOR %-L HORIZONTAL. EA. END ME DETAIL STEEL IN ACCORDANCE WITH ACI MANUAL. OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRU WELDED WIRE FABRIC (WWF) TO CONFORM WITH AS A 185 REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI ,SEISMIC r 7 7 '-� - - -- - -- .,........ �_....,.�..- ."...".. HOOKS. { o � 1 • I rI r COVE NVONPRESTRESSED RE INFORC EME NT: CONCRETE f INCHES) 1 p _1 . 0 � I CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH........ t .. ...3 .. .... I •' FORMED SURFACES EXPOSED TO EARTH 4 o OR FATHER. ............... AND LARGER. .2 #5 AND SMALLER. .... - 8 -- - - - - - 1 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 8 8 ---- �•-- -- - •-- ..----- ._...._.____..._. __.r"._.:...i SLABS, WALLS, JOISTS. .......... ..........14 AND LARGEP.. ...1 -1/2 ,.BEAMS , COLUMNS N '. .. ,. /11 AND SMAL /4 o I I ° i PRIMARY REINFORCEMENT. TIES, STIRRUPS, SPIRALS. ........1 - /2 �- o STRtlCTURAL STEEL ' ' ,.. ALL WORK IN ACCORDANCE WITH "A ISC SPECIFICATION FOR THE DESI =N FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". AND THE 'CODE OF STANDARD g 9 A. PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING 3TADARDS: -- ....- _- -�.-.. ,e WIDE FLANGE SHAPES ASTM A 992 ' Fy- 50.000 PSI) ` - • ;' OTHER SHAPES & PLATES ASTM A 36 Fy- 36,000 PSI) „�,. TUBE SHAPES ASTM A 500, GRADE 8 Fy- 46.000 PSI) 16 _p' ANCHOR BOLTS ;`_ ASTM F 1554 /> FY -36.000 PSI) owl H 8 PLATE TS STN C 3 07 • t L�,• ' ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A 325 TYPE N CONNECTIONS - . BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE CONNECTIONS ARE NON -SLIP -- 25' -0" 1 15' -0` i 10' -0" 30 -0" i ' " - w CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY, UNLESS OTHERWISE NOTED. 25 -0 - - - -+- ---- -- - - - - -.. -�--- - -- - �.«.�� - 1 I 7 5 -0 I 'I 0 35-0 -0 PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS I N ' ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL J01NTS USING ASTM A 325 (6/23/01). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER I T 2.2 FOR CONCRETE. UNLESS SHOWN OTHERWISE. ALL WELDING TO COFORM TH L� A 6 C p E � F A � B � ' 1\, 1. STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL 8E 1/4" C D CONTINUOUS FILLET MINIMUM. ALL WELDS BY W A80 CERTIFIED WELDERS. usE LOW MEZZANINE FRAMING PLAN Q i ". is-O" SEE ARCH. FOR LOACTION —►� I EXIST. GLB. I /2 -�m - J" BRG R � N m ENGINEER: R. RAICLE DRAWN: 9R O N SHEET 14 S1 �- PIOflSlCt -Gtn -16 Z s FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND W METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. THE N GENERAL CONTRACTOR SH".LL BE RESPONSIBLE FOR ALL PROVISIONS OF THIS STANDARD. J , NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL. CONTRACTOR'S _O Guam 0 SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE ; W u ■ u , JOBSITE SAFETY ON THIS PROJECT. O N - COMPLETE. Lu Y• 1 MEMBERS DESIGNATED 'POS'S ARE NOT DESIGNED T z O Z 1- 0 SO W w Z V) r' 2 V) W w 2 m ZQ a Q QY 0 W Q a: to N Q C� p N " O W 3 Z - : D o K C � N m ENGINEER: R. RAICLE DRAWN: 9R O N SHEET 14 S1 �- PIOflSlCt -Gtn -16 Z s FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND W METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. THE i GENERAL CONTRACTOR SH".LL BE RESPONSIBLE FOR ALL PROVISIONS OF THIS STANDARD. THE GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL. CONTRACTOR'S _O Guam 0 SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE ; W u ■ u , JOBSITE SAFETY ON THIS PROJECT. V) N - COMPLETE. Lu Y• 1 MEMBERS DESIGNATED 'POS'S ARE NOT DESIGNED T z O Z 1- 0 SO W w Z V) r' 2 V) a: w 2 �, ZQ a Q QY 0 W Q a: Q Z N Q Z p N " W 3 - : D o K V 0. W" ENGINEER: R. RAICLE DRAWN: 9R O I. SHEET 14 S1 �- PIOflSlCt -Gtn -16 Z s FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND W METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. THE i GENERAL CONTRACTOR SH".LL BE RESPONSIBLE FOR ALL PROVISIONS OF THIS STANDARD. THE GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS FOR ANY W 04000040 ENGINEER: R. RAICLE DRAWN: 9R O 7 -7-04 SHEET 14 S1 �- PIOflSlCt -Gtn -16 Z s FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND �" 1' METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. THE -0 (� \� GENERAL CONTRACTOR SH".LL BE RESPONSIBLE FOR ALL PROVISIONS OF THIS STANDARD. THE GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL. CONTRACTOR'S W Z Guam 0 SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE ; W u ■ u - JOBSITE SAFETY ON THIS PROJECT. m a n 00 NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE - COMPLETE. Lu Y• 1 MEMBERS DESIGNATED 'POS'S ARE NOT DESIGNED T z O Z 1- 0 SO W w Z V) r' 2 V) 2 Z ZQ a Q QY 0 W Q r Q Z N Q v N W r, H' 8 - CLEANING, VISUAL INSPECTION, NDT. IF REQUIRED. AFTER I I J 2 1 " BRG It TOP do BOT. " T- EA SIDE. 3�EA SI w/2 "0 BOL S. NEW GLB. J NEW T AS w/ SIMPSON HGRS. EXIST. TJI USE SIMPSON MIU OR MIT HANGER - NEW GLB. • � r Ap , ...o--3x3 x T.S. COL. ABO I " BRG. It 711 -j LAGS EXIST. STUD WALL. t1 - 3xj" R. E.S. IV/ i "0 BOLT BRG. R - EXIST. COL. CUT OFF AS REQ'D WELD NEW COL. CAP. i "o /c - 1 P1CAL DOUG FIR STANDARD 550 PSI (PLATES & LEDGERS DOUG FIR #2 875 PSI BEAMS b HEADERS - TYPICAL DOUG FIR #2 875 F-SI BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USI: STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF -N -1058 FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN tom- --• -- NEW 2x6 O 16 "o /c STUD �' PLYWOOD DIAPHRAGMS. PROVIDE MIN. NAILING PER UBC TABLE NEW TJI w /MIT HANGER WALL w/I COX (OSB) NAIL - 23-1 1 -B -1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. w /10d C MM. 0 6 "0/t; OTHER MANUFACTURERS WITH ICBO APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN EDGES 12" FIELD BLOCK THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY ALL EDGES. MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1 -INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND R PL ATES - -NO MORE THAN ONE HOLE EVERY 6- INCHES. PLYWOOD 2x6 TREATED PLATE r Q CONFORM WITH STANDARD GOC PS1 ON PS2. ALL PANELS RATED EXPOSURE 1. SEE PLANS EXIST. w/ J "a KWIK BOLTS ' NAILING SPACING 048 o 6" SLAB ON GRADE (EMBED c4") WALL SHEATHING: 1/2*. CDX 24 NAIL WITH 1 0d (.148 DIAMETER) COMMON ' NAILS WITH 2 INCH MINIMUM PENETRATION. FLOOR SHEATHING: 3/4 T & G. CDX 48/24. GLU -NAIL WITH I (.148" DIAMETER) X 2 -1/2" LONG RINGSHAK NAILS. GLUE PLYWOOD TO SUPPORTS i Z NEW 6x4x. HSS COL w /1 BRG AND AT T & G JOINTS WITH ADHESIVE CONFORMING TO APA I'LL I I12 MAX. . , - SPECIFICATI AFG -01 SECTION B -1 SECTION C-1 USE 2 -� "0 KWIK BOLTS EMBED 6` � ' .' ' •.. , . � .. . ��.�, PLYWOOD - 1 -0 AN 1 _O y DESIGN & MANUFACTURED BY TRUS JOIST M ACMILLAN IN ACCORDANCE WITH NER -200 . I do CUT EXIST. FTC. PROV 1 DE b INSTALL WEB STIFFENERS AS SHOWN OR REOU I RED . EXIST COL. FTG. DEAD LOAD ON FLOOR 15 PSF a HOLES IN WEBS SHALL BE IN ACCORDANCE WITH MANUFACTURER. SUPPORT CONCENTRATED �► LOADS IN ACCORDANCE WITH MANUFACTURER. VERIFY ALL MECHANICAL b ELECTRICAL b • " SECTION D - 1 OTHER EQUIPMENT : PROVIDE ADD T I ONAL JOISTS AS REOU I RED . SPECTIONS d `� • `'j "� , x " 1•-Ow IN INSPECTIONS ARE TO BE PER IBCCHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. 4 - 4 pp FOUNDATION: INSPECT F TING EXCAVATIONS AND PROVIDE COMPACTION TESTS. a� DRILL do EPDXY o - '~ (EMBED 8 ) it �-- '' - 0x1-0 FT •' " ' - EXIST 3- 0'x3 G• CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP, d ' _ � I VERIFY STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR '� 1 �•- 2 -N402" E.S. BOLTS. NAIL TO TRUSS RE I NF'ORC I NAG: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH SEE PLACE TIGHT TO APPROVED PLANS. CHECK FOR REQUIRED COVER. SIZE, GRADE. AND o NEW 6' -O" x3'-0' FTG. B ELOyy BM. FLANGE I SPACING . " BRG. CONC. EXPANSION b COPY OF ICBP REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MASONRY ANCHORS b MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE #5 O 12 "o% EA WAY. w/2 - ° BO LTS DRILLED IN DOWELS: SYSTEM INSTALLATION 1S IN ACCORDANCE WITH REPORT. MIE'LD1NG: PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND PERSONNEL 4x �" WELD It DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: DUAL I F I CAT IONS, WE PR NT h SECTION A- 1 304 T.S. COL, WELDING NG PROCEDURES. HELD I NG EQUIPM PME , T V I WELDING CONSUNABLES, BASE METAL QUALITY, JOINT PREPARATION [ 3x NAILER w "0 BOLTS I AND FI PREHEAT , WELDING CONDITIONS. OUR 1 NG WELDING " • 1' NEB --�. 024 "o/c STS ER I INSPECT THE FOLLOWING: TACK WELD DUALITY LLD PROCEDURES, , H I INTERPASS TEMPERATURES CONSUMABLE CONTROLS NNTERPASS J08 N0: 04000040 ENGINEER: R. RAICLE DRAWN: 9R DATE: 7 -7-04 SHEET 14 S1 �- PIOflSlCt -Gtn -16 ANCHORS - "HILTI EPDXY ANCHORS' - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUF ACTURER. SEE SPECIFICATIONS s FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND 8 - CLEANING, VISUAL INSPECTION, NDT. IF REQUIRED. AFTER I I J 2 1 " BRG It TOP do BOT. " T- EA SIDE. 3�EA SI w/2 "0 BOL S. NEW GLB. J NEW T AS w/ SIMPSON HGRS. EXIST. TJI USE SIMPSON MIU OR MIT HANGER - NEW GLB. • � r Ap , ...o--3x3 x T.S. COL. ABO I " BRG. It 711 -j LAGS EXIST. STUD WALL. t1 - 3xj" R. E.S. IV/ i "0 BOLT BRG. R - EXIST. COL. CUT OFF AS REQ'D WELD NEW COL. CAP. i "o /c - 1 P1CAL DOUG FIR STANDARD 550 PSI (PLATES & LEDGERS DOUG FIR #2 875 PSI BEAMS b HEADERS - TYPICAL DOUG FIR #2 875 F-SI BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USI: STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF -N -1058 FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN tom- --• -- NEW 2x6 O 16 "o /c STUD �' PLYWOOD DIAPHRAGMS. PROVIDE MIN. NAILING PER UBC TABLE NEW TJI w /MIT HANGER WALL w/I COX (OSB) NAIL - 23-1 1 -B -1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. w /10d C MM. 0 6 "0/t; OTHER MANUFACTURERS WITH ICBO APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN EDGES 12" FIELD BLOCK THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY ALL EDGES. MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1 -INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND R PL ATES - -NO MORE THAN ONE HOLE EVERY 6- INCHES. PLYWOOD 2x6 TREATED PLATE r Q CONFORM WITH STANDARD GOC PS1 ON PS2. ALL PANELS RATED EXPOSURE 1. SEE PLANS EXIST. w/ J "a KWIK BOLTS ' NAILING SPACING 048 o 6" SLAB ON GRADE (EMBED c4") WALL SHEATHING: 1/2*. CDX 24 NAIL WITH 1 0d (.148 DIAMETER) COMMON ' NAILS WITH 2 INCH MINIMUM PENETRATION. FLOOR SHEATHING: 3/4 T & G. CDX 48/24. GLU -NAIL WITH I (.148" DIAMETER) X 2 -1/2" LONG RINGSHAK NAILS. GLUE PLYWOOD TO SUPPORTS i Z NEW 6x4x. HSS COL w /1 BRG AND AT T & G JOINTS WITH ADHESIVE CONFORMING TO APA I'LL I I12 MAX. . , - SPECIFICATI AFG -01 SECTION B -1 SECTION C-1 USE 2 -� "0 KWIK BOLTS EMBED 6` � ' .' ' •.. , . � .. . ��.�, PLYWOOD - 1 -0 AN 1 _O y DESIGN & MANUFACTURED BY TRUS JOIST M ACMILLAN IN ACCORDANCE WITH NER -200 . I do CUT EXIST. FTC. PROV 1 DE b INSTALL WEB STIFFENERS AS SHOWN OR REOU I RED . EXIST COL. FTG. DEAD LOAD ON FLOOR 15 PSF a HOLES IN WEBS SHALL BE IN ACCORDANCE WITH MANUFACTURER. SUPPORT CONCENTRATED �► LOADS IN ACCORDANCE WITH MANUFACTURER. VERIFY ALL MECHANICAL b ELECTRICAL b • " SECTION D - 1 OTHER EQUIPMENT : PROVIDE ADD T I ONAL JOISTS AS REOU I RED . SPECTIONS d `� • `'j "� , x " 1•-Ow IN INSPECTIONS ARE TO BE PER IBCCHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. 4 - 4 pp FOUNDATION: INSPECT F TING EXCAVATIONS AND PROVIDE COMPACTION TESTS. a� DRILL do EPDXY o - '~ (EMBED 8 ) it �-- '' - 0x1-0 FT •' " ' - EXIST 3- 0'x3 G• CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP, d ' _ � I VERIFY STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR '� 1 �•- 2 -N402" E.S. BOLTS. NAIL TO TRUSS RE I NF'ORC I NAG: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH SEE PLACE TIGHT TO APPROVED PLANS. CHECK FOR REQUIRED COVER. SIZE, GRADE. AND o NEW 6' -O" x3'-0' FTG. B ELOyy BM. FLANGE I SPACING . " BRG. CONC. EXPANSION b COPY OF ICBP REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MASONRY ANCHORS b MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS OR ADHESIVE #5 O 12 "o% EA WAY. w/2 - ° BO LTS DRILLED IN DOWELS: SYSTEM INSTALLATION 1S IN ACCORDANCE WITH REPORT. MIE'LD1NG: PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND PERSONNEL 4x �" WELD It DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: DUAL I F I CAT IONS, WE PR NT h SECTION A- 1 304 T.S. COL, WELDING NG PROCEDURES. HELD I NG EQUIPM PME , T V I WELDING CONSUNABLES, BASE METAL QUALITY, JOINT PREPARATION [ 3x NAILER w "0 BOLTS I AND FI PREHEAT , WELDING CONDITIONS. OUR 1 NG WELDING " • 1' NEB --�. 024 "o/c STS ER I INSPECT THE FOLLOWING: TACK WELD DUALITY LLD PROCEDURES, , H I INTERPASS TEMPERATURES CONSUMABLE CONTROLS NNTERPASS J08 N0: 04000040 ENGINEER: R. RAICLE DRAWN: 9R DATE: 7 -7-04 SHEET 14 S1 �- PIOflSlCt -Gtn -16 -' _.._. __... � -- �---' - �- -•�. -- -.-�.. -ice - ._.- •.... - -�.-. r.�r.._ �_ ... - .s - - - - w � ���i7�iF ....« , r P WELDING INSPECT THE FOLLOWING, IF REQUIRED: CONFORMITY TO PLANS AND SPECIFICATIONS. CLEANING, VISUAL INSPECTION, NOT. REPAIRS INSPECTION, POST WELD HEAT TREATMENT, DOCUMENTATION. NDT IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP A FIELD. VISUAL INSPECTION IS PLYWOOD WALL CALL BLDG. DEPT. AND ENGINEER WE FORNAIL1NG REVIEW PRIOR TO S `-- 12x 12 � 12x 12x IC AND FLOOR " M/4 "+ ROOFING OR COVER I NNG WALLS . a 09 0/ M E W WIK BOLTS O O .09 "o% E.w, (EMBED 3 O e w SECTION Eml SECTION F-1 0 0 111 , 4 " 6 " 4 " 1 IANGER 0 CARRY THE OSHA 300 POUND • ECCENTRIC LOAD. FR O LUMBER GRADES & STRESSES SHALL CONFORM WITH DOC PS 20 -99. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. r , ESS NOTED OTHERWISE, U HE FOLLOWING: = l VISUALLY GRADED DIMENSION LUMBER SPECIES GRADE BASE VALUE Fb (2" TO 4" THICK BY 2' b WIDER) STUDS T V1YDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KS1. ALL WELDED + JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED . WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION ANCHORS - - �' 'HILTI KWIK BOLTS" - INSTALL IN ACCORDANCE WITH ICBO REPORT NO. 4627. MASONRY PARTIAL ROOF PL ANCHORS - "HILTI EPDXY ANCHORS' - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUF ACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION, INCLUDING OPEN WEB JOISTS AND �" 1' METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. THE -0 (� \� GENERAL CONTRACTOR SH".LL BE RESPONSIBLE FOR ALL PROVISIONS OF THIS STANDARD. THE GENERAL CONTRACTOR SHALL REVIEW THE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL. CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENIW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE ; ,. GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS - JOBSITE SAFETY ON THIS PROJECT. 00 NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE - COMPLETE. MEMBERS DESIGNATED 'POS'S ARE NOT DESIGNED T 0 CARRY THE OSHA 300 POUND • ECCENTRIC LOAD. FR O LUMBER GRADES & STRESSES SHALL CONFORM WITH DOC PS 20 -99. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. r , ESS NOTED OTHERWISE, U HE FOLLOWING: = l VISUALLY GRADED DIMENSION LUMBER SPECIES GRADE BASE VALUE Fb (2" TO 4" THICK BY 2' b WIDER) STUDS T