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Permit D01-254 - STEVEN NGUYEN DDS - IMPROVEMENTS
DO1-254 teven Nguyen DDS 15668 West Valley Hy •Z. .J U :Q 0 ;W = JF.. N L. u_ . Q Z � • 1-i: W W C Wi H U' u- ~O• • t11Z' Z City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD LXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000580 -0028 Address: 15668 WEST'VALLEY HY Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: AOFF DEVPERM TUC 001 North: TUKWILA Contractor License No: OCCUPANT STEVEN NGUYEN DDS 15668 WEST VALLEY HY, TUKWILA, WA 98188 OWNER .ABACUS MORTGAGE 15668 W VALLEY HWY, TU CONTACT ROBERT CHAMPION 3801 COLBY, EVERETT, WA 98201 **** k************• k k k'**• k**** k**** k* k** k*• k******k*** kk*** k * * * * ** **** * ** * *k*** *k Permit Description: REMOVE EXISTING PARTITIONS & INSTALL NEW. REVISE PLUMBING, HVAC & ELECTRICAL. ENCLOSE PATIO. ** ** *•k ** *•fit* * * ** * * * * *•k ** ** * * *** *•k ** * * ** * * * k* * Construction Valuation: $ 110,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: andscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N ' Private: N Public: N ************* * * *** " •k *'* * * * * * *** *k ** * ** * * **�k * ** * k* * * * * ** **•k * *•k ***. * *: **•k k*** ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,736.59 * * * * * *k** * * ** * ** * ** k' *** * ** * * * * * * **•k * * * * ** k* k *•k *•k* ** * * * * * * *** k•kk k k * k k * * **** : *- Permit Center Authorized Signature:_ 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. DEVELOPMENT PERMIT .0 South: Sewer: Slopes: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: (206) 431 -3670 Gyy D01 -254 ubt .44-1 lb /l/0//10 vtA OFFICE 1997 AUTO FIRE ALARM .0 Fire .0 East: TUKWILA N Streams: Phone: KWILA WA 98188 Phone: 425- 259 -3136 * *** ** k ******** ** k *•k• * ** **•k * * * *•k• Date: 1 0 / Date: /O l o /10 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. '.i• it:; i u•,.z;:cS:i,'iat:,! ?s.iX:w�.'u: •Z _ re w 2' • U 0 CO • W w u_ • �w ZO. w w w • F- V' Z: X; O F. Address: 15668 WEST VALLEY HY Suite: 1 Tenant: , Type: DEVPERM Parcel #: 000580-0028 CITY OF TUKWILA Permit No: D01-254 Status: APPROVED Applied: 08/14/2001 Issued: ********** Permit Conditions: 1, No changes will be made to the plans unless approved by the :Engineer and the Tukwila Building 'Division. . Partition walls attached to ceiling grid must be laterally ;braced if over eight (8) feet in length4 All construction to be done in conformance with approved plans and reqiiirements of the Uniform Bbilding Cade (1997 Edition) as,7amended, Uniform Mechanical Code (1997 Edition), and Washington 'State Energy Code (1997 Edition). PlumbtngperMits 'shall be obtained through the Seattle-King Count of Public Health. Plumbing will be AnsRected by that 'agency, including all gas piping ' I • .(296-4722) ; . of Permit. The issuance of a permit or apOrovai,of , . , pspecifications, and computations shall not be con, sOetiv:Aobea permit for, or an approval of any violation‘ o:fe:,&ny,of'the provisions of the bUilding code or of any i i ' ther ordinance of the jurisdiction. No permit presuming to • , qlve authority'to-violate or cancel the provisions of this .code shall be valid:' P13ectripal :permits shall be obtained through the Washington , 6tepAvision'of and Industries and all electrical rk will be inSiiected, by that agency (248-6630). , -T be no occupancy of the building(s) until,the final 4nstiection has been comOetedby 'Tukwila Building. - _ . AfrGbonstruction noise to be to compliance 'with chapter 8.22 of *he City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 9. All permits, inspection records, and approved plans shall be ,available at'the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until , final inspection approval is granted. . ***FIRE DEPARTMENT CONDITIONS*** ' . The attacheset of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of ftre extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 108:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3-1.1) 13. Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher '.'M''tc7ie . 9 K di et 4A ' C : r 11A 1 ti •sha l 1 be Instal left so that the top of the extinguisher is , not: "more than 5 i(i et above the floor and the 1 :betwee.n t he boat: ; n of the extinguisher and th floor shall " .... not be less than 4 inches. :-Extinguishers shall be located so as to be in plain view _(if at all passable), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher", :with an `arrow pointing to the unit. (PIFPA 10, 106 -.3) (UFC S tandard 10-1) .'Clear access to fire extinguishers is required at all tirnes. They may not be hidden or obstructed. (NFPA 10, ...1 6"..5) F, ,ire extinguishers, require monthly and yearly inspections. They must have a „tag or label securely attached that\ indicates the month'and year -.:the ,inspection was performed and shall .identify :the- company > -or person s performing the .,se'rvlCce, (NFPA 10, 43, • 4;4 and 4 -4.3)\ Ever 'six x . y year s, ' ::clry cllemica`:1 and: halon,..type.'flre exti nguishers dial l be 'emptied ,and subjected to the applicable recharge procedures . (NFPA ,;ltd, . 4 -4. 1 } If the requ i redr7•4nont,h 1 y and' yearly inspections of the f i rye ext i.nguisher•('s) are not 'accompl ished or . ..the inspection tag o.;t i.s .n, l,ete ` a _reputable f',i_re extinguisher service company will 1 'be required t`o` conduct these requ`i red ,°surveys . (PNFRA 10, 4 -3, 4 -:4) Maintain fire extinguisher coverage throughout:'. NG j)o i nt "in an unspr,_i nk l er ed..:bu i i d i n g may be more than..: 20.0i,„. f+e from an "exi t,.measured, , along the path of travel: • (UBG; 11064.2`, ;t sj`t'poirit' in' a sp,rink,le`r bu+i lding may be more than 250•.: ; feet �fror an exit, ,rneasu,red a1o,ng the path of travel (UBC 1 ° 004 Exit t doors .:shall ' sw i ring i n the d i rect,i on 'of exit travel -.when :ervirng' any' hazardous' area when serv;lng an occupant load( .f or ,more E d t doors sha 1 1, . be '`openab 1 e from . 'the ins i cie without, the us'e` of�w; :a °'k"ey ,or any .special knowledge or effort.:; Exit `do�?rs shall 1. not be locked, cha.iried,.. : barr�ed, 'ory��.Qtherw:'i se • rendered unusable All i ock i ng dev i ces`:.; sha.1 -1•. ; be 'of' an approved type. (UFC 120:7.3 ) Dead:". b:olis are not allowed on. :auxi 1. "iary, exit 'doors unless.' the` dead bolt .s automatically' retracted when the door ;hard 1 e i engaged from inside the tenant space. (UFC 1207..3)'‘. ... When two - 7::-.more exits from a story,,are required,,.exit ;Signs shall be.. instal led a :, the requ.;ired exits,:ani where ,otherwise necessary to clearly.'ind'irate.the, direction of. egress. (UBC' 8 2) • .24 When two or more exits : om . a. story ,are..requ i red and when two or more exits from a` ,roam..o'r: an area are required, exit signs shall be illuminated. - MSC 1003.2.11.4) `Internally illuminated exit signs shall have both bulbs working at all times. •(LIBC 1003.2.8.4) 26 Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 ;foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of •power for Group 1, Oivision 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2,9, 1003.2.9.2) w-.a • i.;=0. 4:04: 4 %giNMP 4ziii'4410 »i'i. 't 4 :64,444 A, 27,. The power supply or means of egress i l l u m i n a t i o n shall nornia.11y be provi; by the premises' electr' T supply. In the event of -'h - s failure, illumination shad "1 be ;automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant, load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) All exit signs shall be illuminated at all times, To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and ,the. system shall be instal led ,in . accordance with the e l ectri oal ; code. (UBC 1003.2.'8.5) :Mai ntian sprinklers Overage per N,F.P.A _13 Add i t i on /r. e l oca't i.on of. wa ll s, c l o'sets or partitions may require relocating and /or adding Sprinkler heads. Sprinkler,protection shall be extended to all areas where required, ;including all enclosed areas, below ,'Obstructions and under-'overhangs greater than four. feet wide. (NEPA 13-4-5,5.3.1) All new sprinkler Systems and all modifications to existing sprinkler systems shall have fire department review and app of drawings Prior to installation or modification. Ne. i`sprinkler" systems and all modifications to sprinkler,. ysterns involving more than 50 heads shall have the written, pproval ©f the W. R.B. , Factory `Mutual, Industrial Risk' n'surers, temper. or any, other representative designated recorgn i zed_ by ; the, City ,of Tukwila, prior, to submittal; to ;,the Tukwila` `Eire Prevention ,'Bureau. No ri nk l er work:' s h a l l ' commence without. approved drawings,. t ! yw'Orci i Hance . #1901) 1 sprinkler system .'plans, calculations and the on.tractors Materials and Test Certificates submitted to ttie,atTu'kwila Fire Prevention Bureau must be stamped with the ap,,pr +ppr,iafe level of competency sea1. (WAC , 212 -80) a'i ;autoinatic fire detector coverage per. N.F.P.A. 72, Addition/relocation of walls,'` closets or partitions may require relocating and /or adding automatic fire detectors: "Maintain square foot coverage 'of deteetors': per . manufatturer's: specifications in all areas including: closets, e_levator shafts,, top of stairwells, etc'. (NFPA 72, 5-1 .4:2‘) . All new fire::alarrn systems or modifications to existing systems shall : have the written approval of the Tukwila Fire Prevention Bureau':: , ...No work shall commence 'until a fire department permit'` has been obtained. (City Ordinance #1900) (UFC 1001.3) 3G. All electrical work and equipment ' shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 37. An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110-16(c)) 38. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 39. Required fire resistive construction, including occupancy j1u'u'�'eV8`lt `_:.'�vk' fi iSi4'':'^7F'+ ;MY.7�iL�4'�'>" z H 0 co 0 co Lu J = r- co w 0 =w r- z � w� U � 0 N . O I-- w • 0 Pi w z LLi z ddtd; va: ut�;. �.! ii.: t� iti.'l ute! �. 9 i' f:;: : f �rt�'? itics .ti�xvleiai�%�7� "w•E4;11i:T5 {e :�, e .... l� t M� : ;separations, area separation walls, exterior walls due to location on propt.t t6r, fire resistive requ i rem"° is based 'on type of construci:on, draft stop partitions a4;,= roof ,coverings shall be maintained as specified in the Building Cpde and Fire Code and shall be properly repaired, restored `or :replaced when damaged, altered, .breached, penetrated, removed or improperly installed. (UFC 1111.1). The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth In Table No. 8 -B of the Uniform Building Code. (UBC 804.1) .`Your street addres's must be conspicuously posted on the building and shall: be plainly visible and legible from the 'street. Numbers shall contrast with their background. (UFC 901.4.4) 'In order to provide you with .:the- fastest pol ice and fire :protection under emergency:;.c'onditions, ' post your ;suite,, room. or apart menrt number i n a consp'i:cuious place near • `the main entry,do�or. ,(UFC- 901.4.4) Fire,' Department '� "1 ock 1. boxes sha l :1 be provided for access to ,,a11 f:ire. alarm .panels and Sprinkler risers The 'appropr iaete••' key( 1? for access. s h a l l be placed• -i n the lockbox`' "/Lockbox° order `forms must be 'obtained from the .TukwilaF ir�e. Department. .(City ,Ordinance #1900).. .Contact' the Tukwi la Fire prevent -ion Bureau 'to witness a reg inspections, and. tests. :(UFC 10.503); (Ci'ty Ordinance #1900' and #.1'901) This` r eute'w 1 united do speculative tenant space only pedal` f ire, ;limy be necessary depending on detailed q escr. i'p ;i an ;of intended ' use', Any overlooked hazardous condition and /or violation of-,the, adopted .F i re or Bulld i n Codes' : `does not Imply approval approkiaL of Lech .•condition Or .violat'i`on. T�h`e plans were reviewed ;br'`510 If "you "have any quest lease ca11:r the Tukwila: Fire' Prevention, Bureau at (206) 575- ;'.44`07, 1 ier.eb'yjkcertify that I, have read these _conditions and will comply i th ..ti�erir as outl in All provisions. Of law `'and ordinances governing is `work1`wi 11; he .00mpl:ted with whether 'S'pecified herein-or .not. The granti n g of t h i s Permit does not pre, . authority; to violate or cencel'''.,the :provisions Of any v'b work or local :laws regulating'cohstruction or' the performance of' work. nature: Naive Project Name/Tenant: 6TE.I/F14 t■l G t.,%'E ft 17 ICD3 Value of Construction: *, 1 t 0, boo Site Address (include suite numt er) City State/Zip: I5Co6$ \#∎1 > '- Au- '( 1-ki4ok l/ Tem4_ .98i Sib Tax Parcel Number: • o005P3000.28 Phone: 45 741 5094 Property Owner: s-r eVE N N giuY EN Street Address: City State/Zip: 16620 se. 27r t �t..L voe. 9e>608 Fax #: — Phone: ' Contractor: Street Address: City State/Zip: Fax #: Building Square Feet: 4 r CD 4- existing No. of Stories: 1 Area of construction (sq ft): 4 6 . Architect: 1205e „ Gt-t i C A I ^ 12:r Phon e4: Z 45? 3136 Street Address: State/Zip: Cm-VW •. Fax # :425 2.52. 3317 3802 -1:ze. 9 2 Engineer: ` I o Phone: Street Address: , City State/Zip: Fax #: Contact Person: I>o$e-�,,� Ct+ Plots t `' Phone: Street Address: City State/Zip: Fax #: Description of work to be done (please be specific): tze It4.1 ..>... 14aw. 1 -EV15 pL- VM(IkIen M:Lo a fATI(7. "©1/. Ex 1 1 , 4 / f Ai rnog5 j / I+VA4. * .-1-- rzicAc1 -- , Existing use: ❑ Retail ❑ Restaurant - ❑ Church - ❑ Manufacturing ❑ School / College/University ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel El Office -- ..- - •- • •- ❑ Other . Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital . ❑ Ch rch ❑ Manufacturing ❑ Motel /Hotel 123 Office ❑ School /College/University . ❑ Other Building Square Feet: 4 r CD 4- existing No. of Stories: 1 Area of construction (sq ft): 4 6 . •. Will there be a change of use? ❑ yes f21 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: ❑ sprinklers RI automatic fire alarm 574 none ❑ o the r (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes RI no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets 'MOW rI V. 11/30100 ciperni l.dd CITY OF TU. ;VILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 ornmercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channel ization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): ❑ Miscellaneous Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Est. quantity: ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public__.._ 0 Water Only RECEIVED art OF TUILWIL.I gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed aFEt MANMPTER possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) 17v. PLEASE SIGN BACK OF APPLICATION FORM APPLICAT S MUST BE SUBMITTEb WITH T • LLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ✓� ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A y SUBMI ENGINEER OR CIVIL ENGINEER Complete Legal Description ". eff ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures '•- (Form 11-13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : ❑ Ti Site Plan (including existing fire hydrant location(s) 1. Signature: 11/30/00 clpcnnildoc North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries tl. hlontify location of sonslllvo most sloiuws 20% or i rr,ilor, wo1Liiuls, w,ilorn :mows ,uu1 Ihoir boffins (di u u of usa only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9)., • Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. f>uctural calculations are required for rack storage eight feet and over. • Indicate proposed construction of tenant space or addition and walls being demolished Construction details Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY,OF PERJURY 81' THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR,,WI-IORIZED AGENT: . Print name: . :Kr- cspr Iv\et DA Address 3$ c 1 .45.- 1 , A v e , (exterior changes or change of use r Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 2 ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). LIO ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other :(- land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County ' Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H-5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no "contractor - has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal aNT I.reG- f) Date: 1. Phone: 4'205 259 3136 Fax #:4.25 252, 3 317 City /State/Zip VVegsorr, e , , �. Receipt No.: R020000793 Initials: LAW User ID: 1630 City of Tuicwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 0005800028 Address: 15668 WEST VALLEY HY TUKW Suite No: Applicant: Payee: TRANSACTION LIST: doc: Receipt ARCHER CONSTRUCTION INC Amount Payment Check 27856 ACCOUNT ITEM LIST: Description Current Pmts INSP FEE - SME/SSS RECEIPT Type Method Description Permit Number: D01-254 Status: ISSUED Applied Date: 08/14/2001 Issue Date: 10/01/2001 Payment Amount: 20.00 402/342.400 20.00 Payment Date: 06/14/2002 09:00 AM Balance: $0.00 20.00 Account Code Total: 20.00 TOIL 20 Printed: 06-14-2002 ,t. •4.9l *:irk *h *•1!k *A * * **k0k *A *h: *.* • * * tic 4.V, * tic AokA "kA•kk:h * * *k k *•k* ** • TY' OF T`U K ' WILA WA TRANSMIT *h *A *.'t** tAt k *•kh "'A * *A *l *A *k•k:kA *:t ** *:4 ** ** *A * ***k r;* tic * * * **.A *k'eh' R ANSMI.T Nunikier i R0101 283 Anirluiri.c ` 1. ,_054•.25 10101 /Oi. 14:00 Po�rmor t ;Method :,: CHECY ' ` No.tat 1 on4 STEVE NGUYEN .[nit: 81(S. ewi'ti t No D01 -254 . Tvpe:pEVPEUM DEVELOPMl_11T PERMIT, ar,ca1 No 00,05€i0-00 8 i e Addri s• .: 1.5668 WEST VOLLEY HY, total Fees : . 1,736.59 is P iyri i ent 1,054.25 Total : ALL Pints: 1 B a l a n c e : .O{) *,A *,* *.tt * A + * 4( ir iv iv 1% tl A * le * * * # * At * it A * A•.* * .* A h• ***A•k ** . ca«nt Cod,o Dest:T i pt 1 are Amo'.cnt 0 0/322."100 :BUIU)ING - NONRES 1,049.75 '{10/386,904 : STATE ElliILDI4NG SURCHARGE 4.50.: ?545 10/02. :9710 TOTAL 1054..25., >1 * * *k * * * %k* A71Ce' "• *A* ** ** - *& *, * * *: tit *; 11ir* A** ' J1* *k * *k - k * * * * * *,1k ** * ** ** * * IT OF , 1UKWILA. era TI I MIT ** *** t : * *** . * % * * *A " yh % * l ** 4:4 * *thA - *fs* k ** * *A* *:t**•L * * *A * * *** *:t'* *rota• fiRANSNIT Number : 801.01.052 Amount _ 68.2.34 083/14/01 16:00 ;P vment Method: ,;CHECK" Notat ion: `'DR. STEVE NGUYLN 1nit: ICAS eriait i10 ::. :DOI -254 Tyne: DEVPERII.: DEVELOPMENT PERMIT Pare l No:` 000580-0028 Address 156 68 WEST VAi.LEY: HY Total Fe's : 1'g 736.59 TM i s Pavrnerrt "` 682.'34 ,. Total ALL Pmts 682.34 Balance: 1;05425 ' . F .. crou:nl: Codcode Descr^iptiior� Arnoui�i; °a 0 01345.830 PLAN CHE`CIG : NONRES 682.34 ___ _ Project: / /V / Gf {/Fi1/ Type of In tion: /� A T 2Y Addressr / /aG4' /j2 ay A/1 Date called: 7- i -4Z- Special instructions: / ,.:x ,�v�- P,L�s1.--6.0-1s'(. Date wanted: 7-fa -1 a.m. p.m. Requester: • // 0 it/r// /77CGCe� Pho e: (� Za6 , ) Ifs - /t /V pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. 1 COMMENTS: (1) A.2 -c ,..,,t,e1 a t ry 1 0,vt ( a 1 �fnspecto Q/\.4._. .6-(Y) l J ✓- 0 o 1 at 6,3"00 Southcenter Blvd., S REINSPECTION FEE RE ' UIRED. Pric11F to inspection, fee must be paid e 100. Call t schedule reinspection. Receij No: Date: '-) I O -Oder Date: A.'t':U'4?' M' RtS44.4Glp.74 +.s,v.it� 6. itilar: uJU:A:..1 .:s:S.':d :.°i6 { .Sy; isiltti '4i4%wi',:i.L:4'!fi:9ikn. +.G PType .'Et•• -V��l c lei L . 7 of Insp n: I.rr ( . Addd ress: I (P n 7 lid /kV . . ,t1 f Date ca ed:. ( / a Special instructions:. Date w ed: P.m. Re es er: Pho f,- 81/I- INSPECTION RECORD Retain a copy with permit :INSPECTION N CITY OF TUKWILA BUILDING. DIVISION 6300 Southcenter Blvd, #100, Tukwila; WA 98188 Approved per applicable codes. ri Corrections required prior to approval.. iCOMMENTS ito° / 7 /Ve-eifid deleiza 614,xC -- ,(5 4 p rj � 3 Pei 44 1ev t 17 44t4; 1 -7/9// Date: 6 ,, i OA_ n $47.dO" EINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No: Date: •l Wo.."'"it= stit:+ "t'6i.. (��i'-'.••w6i�` ` - • v3 �. :�.. ,. .•[ �r t;'�s` P ! � ' ai � • :«W« -. .c.�l.�:::�' s�:a�::su. v , �.'' fb��Ai' AI"[ i a' na'+U+i1d.i/n''�..fi+i«o +p�t'�ti. i• INSPECTION NO. INSPECTION RECORD, Retain a copy with permi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Pe Address Special instructions: Type of Inspection: Date called: Date wanted: a.m. p.m. • Phone: Approved per applicable codes. 0 Corrections ' required prior to approval: COMMENTS: in/ Iyt° AL F 6A pkG Mk Pt( Li,- 1 T vin n_� 9 /u....t. i Inspector: t i( / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: d���il'.4�t[9r1LYlt. V�{c'Mi'� Project: r-- e-o-er, , /v4 Ci y s " Type of Inspection: �` S cJ ✓ A� rest: r CO I / y (l / Date called: l j � � 2- , Special instructions: � Date wanted: r4 P r a.m p.m. Requester: `tiLf� ��..e�ul�f Phone: 5 Approved per applicable.codes. INSPECTION RECORV Retain a copy with perm, S PECTION .N • CITY OF,TUKWILA BUI DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 00 2 -5 - Y PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: (.lyt CiMP/tel 4102- 6(0k1A-eLdril A-OY N cl 1-12A- Li ' //..d try U; *44 r , 6 .6K-Ad t wt co.44 6 /4 c6A. 37-m' r-m_r 4d F-6 i c."46clei kr 141x( r 0) 64 - s Sty 6 I -MAIM z, a Inspector: 6 Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: v+jaJhYvJa ..� i:7i ;.w. �t,+7•ASi:�` ilMd�,�iCul:�lt':iFt'�,..- COMMENTS: 1 \ t , I C ,,,)?r ; .0r rot• --- (nd d( fr • ' '11 V ' '4' P•� - ) ? )( ) 1 0 t /J � � / D to ca led: 0 Z Special instructions: A / Fire /....?67.-19, . ,;,, , a 1 .- q �, • 6.‘ Y , \. <-`1c-\. Pte _.k ' t P .\ , • 5.) 1 41 \' 1 ) lr`�' !)r. ;r C ran r l�il�io I 1 P- 1 i 'r r' . r \r,, .- A ,‘. \ 'Pql r7' 1 ,_ _ , I C PC U 1 7' 11 1 p psy:_lki • c --- \ Nr r'' \ 1, - ' - - . - ) J • # �-' r c i _.; ,. •. � l 1 i 1 ti % n 07 1-.4 ` `',.� s .. • ,r — . r r U4 1 1 4 . \ , 4.-. 1 W1\ c J' ?lmJ 'Pt°fcAl t p Pr sect: e VP in (ic,.kt��e v 121) Typ 2f Inspecti . . 14 Address: /5k 10 U.4 0 t /J � � / D to ca led: 0 Z Special instructions: A / Fire /....?67.-19, D to w nt / 0019 ci Request p 0 " Ph --' b - 1q- 011/42 r r\e' r • hxMhr1Sti!�?�1�,f R'4 :'i!."S"+ +� "' S""""" �•^- r,>^aer .�r.�m .. ` : Pi^�; ..tnn? .{.c J r-1 Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. b)-1, Date (0- 10-0Z El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: A „ Plturti Type of lnspe tion: , , oicif, Address: t.iii / 51/64 Wer Vaal . " ir Date called: - Special instructions: Date wanted: ii a Requestk . a atiAlif/A-t:/ Phone: e906 8 7 6 INSPECTION NO. COMMENTS: Approved per applicable codes. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 9cit J 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 orrections required priorto,approval.. PERMIT NO. Lt • r4i Inspectox: 7.00 REINSPECTI t 6300 Southcenter .litrEeipt No: Date: koien e A ot. i (,) --- N FEE REQUIRED. Por to inspection, fee must be paid lvd., Suite 100. Call to schedule reinspection. Date: Project: 5 L:V A1521c FA/• / Type f Inspection: �f ztspPn/cr 4 d Q e , I nl' Address:, f f5 S f� d ' C�w.tJA! /E.(1 /( Date called:. 5 ^ ti/ OZ e Special instructions: • Date wanted: a.m. " — 1(0 — a —p.m.. Requester: r20 Phone: 0. 11 e N � ° 4114 6. - ca i ∎ 4 <X:;t2u? l.k. pproved:per applicable codes. INSPECTION RECOR Retain a copy with perms INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431' -3670, Corrections required prior to approval. COMMENTS: n • ector:" 47.o REINSPECTION FEE EQUIRED. y 'rior to inspection, fee must be paid at . 00 Southcenter Blvd., S ite 100. Call to schedule reinspection. R:ce •t No: Date: .arty"tirC. ,B�''a �'F..4sik: asSVnz+.....<��:1,;'.,'; •'.' . tr:•;:atx.:a:.:^ :s?:ta1.:. ,s Ye;: ''` c.'i•.�r��kgLL�tXr��S'1dg32tb COMMENT S /.tap4" +Drz ti,,,,,-)A0 to,Q ^p , EAe . : Type of Inspection:X.'t Vt "'f v w • ` Address. ;'; ;:.:.:: /S1/4 , L ' • V � co L€QTRI0At-. NErc.DN m lZa1t kiscNi N A t Qc _sti; 4 -RA( Gcnice 'Special instructions: Date wanted. Requeitlr d.„.. Phone: Project: CC : Type of Inspection:X.'t Vt "'f v w • ` Address. ;'; ;:.:.:: /S1/4 , L ' • V � I Date called: Q y--1 -01 'Special instructions: Date wanted. Requeitlr d.„.. Phone: •INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Bivd #100, Tukwila .WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit voi -ash PERMIT NO (206)431 -3670 n . :," - Corrections required prior to approval. "tn i 1 NAAA.64.0c4 47.00 ItEINSPECTION FEE R QUIRED. Prier to inspection, fee must be paid at 6 0 Southcenter Blvd., Suit 100. Call to schedule reinspection. Rec No: Daft/ / / Date: cam liner a:' t'i a COMMENTS: 1 Type of Inspection: 7 6 A. R 1 R 1 //v5 / .ii (1 !/ r46 g s. p. Cdt4,..0'1. No 1.W. I1(24..u,.,7 3 /55 (A OA �� #tcw0Ve4 /fi, c b €, r <If c,)5 Met -7aL.) J)66t cg 7c.1 f2 r vci(f /N to sT .v ? . e. w. /'l i -i-7 /' f.-,t l.i miSr thz, / f�, ( -P 441.4 5(e".. C i.t/b Po f r'f4J ALIF i cI CO - 71757. f f d2 7` 4/2 ire ,/o- A fA IAA (c A7 Project: f � �� Type of Inspection: / 9 c Address: - igoby (r,) v ftwi Date called: Special instructions: 2 6,/ iCS:}4 _! Date wanted: a.m. p.m. Requester: Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Do/- 2-5T PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: ci 2 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: aa JU o O i • W J 1— w O, J • j N Z zo . 2 j: • = U O ti ` O ~ : Z Project: ? Ali (A yciu 0k S Type of Inspection: � L14 Ad� ems! / � ,� � �' CP to � Date called: Special instructions: 1 q ! e. 1 Date wanted: a.m. p.m. Requester: Phone: INSPECTION RECOR Retain a copy with perm; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pal - z3 - y PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: fr S e)2— Nv f"[ l,„tiK. o Inspector: Date: 5 / Z y( o2_, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proje4tY _ yrl , 0 D c C s � � Type of Inspection: (co Ad / d dr re J , t • V toe W • t J Date called: ,4 Special instructions: .. / Date wanted: a.m. p.m. Requester: Phone: •INspFcTI0N, RECO Retain `a`ennv witl -pe mi INSPECTION VO,�' lY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Poi- 2_ v i PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: /),--U40.1.€/u7 j e:e 4 4. C . r Ig/i1yrS S /reek).- 1/ Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: l: E�x` �i :�•�'iu"��a , : .w t.��'.... ''"]'.`:....x. "4; t . r�.t e. u.; •.r „�v�3:. t... .• y•�. :raur%s�ft'1 a i�i5' s4 a i ,422 a t«W. s ?yx s 7, .e yaA'u C t` U4 Project: 1 ants` ' t'J• S ;A t{ �' IV ' ; ' r er aK I � .(..t . *. ^ :,a.r, gyp' d E lctn k y//}�/171 Q. � {' �j�' f 4 1� 4 + d:� Address: ; .... e 7s' z~ ?`h ..: , " . 7 Date calle „ ;,',', y �- Special instructions: 1 Date wanted: a.m. —!. p2 p.m. Requester: 'R Phone: ZO(, — 0 1- 11 - 0 4 4/0 INSPECTION NO.. pproved per applicable codes. INSPECTION RECO Retain a copy with permit CITYOF TUKWILA BUILDING DIVISION', . 6300 Southcenter Blvd, #100, Tul4jl1lA=981 sy,:JSthipzuoi graezzvasity- , Mi..' "sata r icier xliafiezS.+JkYs'Sirawak a;:u COMMENTS: Inspector: Date: 3-- I—Q 7 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to chedule reinspection. Date: Corrections required prior to approval. Receipt No: .Project: /(9 yFA/ A Y S .. Type of Inspection: —47A/77 &J, 7 / / /d1r< . 'Addr // ess // : /54 AXq oo ' l ' 1,4 �f HE y ' Date called: /a. / 7 / a Z_ ,---• Special inst 12e57/S �.i�1I (� Date wante C>) J2 a.m. I Requester: Phone: ' r7�SlTi"', 4' f "`!' '.J �C^s1r..rsT'n^v�F�'Y"'m' '. .i'.'�"^„ _ !'^^�TS.'•^r^ INSPECTION RECOR Retain a copy with perms INSPECTION NO. - ITY OF.:TUKWILABUILDING DIVISION ' 6300 Southceri'ter Blvd; . #100; Tuki(a;'V1/A 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 7 ,- /;" 614/4 -- fJ litC 01 4 —. e/.4 r l.4r7 / /.g G - F�C/i/ / 4/e' 7.00 REINSPECTION FEE REQUIR . - Prior to inspection, fee must-be paid at 6300 Southcenter BIv ., Suite 10 . Call to schedule reinspection. Receipt No: to Date: ,E. �;'.�:� ... a. eri a; k: t! 1 :.�•i;.li�:si..,.4`i4ir;::;6n f zi'wL+h:.K�"' M1 'rif`E- .i�f';nvi�hJBiirirl�?a § z W ' 6 U O: CO w J z CO t` w O; g a . co a H W a. Z I- O Z H: u t W D p N — ; W W: 1 U . LL 45 z ' O V. O z Project: • i Type of I spection: A dress: tJe 1 4uye tit Ifie li . Date 1 Dit ICPA I-2---- .9 et-."///--) 4/2/02— Sp - - wanted: apr.-- Requester: Phone: 14c1 --),-,, , cyf a_ mei, 1 INSPECTION'RECORD . 'Retaiitk-Copy with Penni /261 INECTION NO - • , PERMIT NO r • " , ",, „ CITY OF TOKWIIABUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 COMMENTS: in& ector: NSPECTION EE f REQ L,RED. Prior to ins ection, fee must be paid 0 Southcenter Blvd., Site 10 Call to sched e reinspection. R ipt No: ate: - rada. , ' 7, 44,10114.141Aie.4 , .+71 Approved per applicable codes. El Corrections required prior to approval. 1 z re II U . C.) 0 CO CO ILI Il i 0 u. u) z z WW 0 — CI — LL! t u ai o COMMENTS: Type of Inspection:, 1: 09" -.1, AI d 4- Address: f G 6r? )esrvi4LCfrf- � 7-7 Oo1/f+t dvf s. Z / j Date wanted: a � 7 ,fr.e • dr : . ( 7 .L ;; 1;>.4/ .. •' /" ,f=�rc . _S'av,p d// 9ZF-e-7 A---,-,,,,, /rte/ 4-4 J, oh ,, .Na.,;/ -6 » f,7 /2 A;. enter . Project: -si' accstl. N4 z 1 Yfi / Type of Inspection:, 1: 09" -.1, AI d 4- Address: f G 6r? )esrvi4LCfrf- � Date called: e5 � , Special instructions: Date wanted: a � 7 a.m. p.m. Requester: Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. ? 444 .00 REINSPECTION F E REQUIRED at 6300 Southcenter Blvd , Suite 100. Date: / �Do, -25'� PERMIT NO. Call to schedule reinspection. (206)431 -3670 'Corrections required prior to approval. 7 Prior to inspection, fee must be paid Receipt No: Date: �`�`W'K�•; viiN57�t INSPECTION RECOR Retain a copy with permit INSPECTION NO. TV OF TUKW.ILA BUILDING DIVISION 6300: Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 '.Project: P . \) e . , iVI t4_ Pr1 Address:. ::.... ; Special instructions: Type of n I Ntc Date called: i('DS lo 'Date wanted: a. C 1131 0.2 Requester: 1 Phoneyl Approved per applicable codes. Corrections required prior to approval. COMMENTS rd? «/G 71. - dzr�7" ?g ,t/) $4 A-i; S E r nn4 iit/.‘ !dr/2 A Aorie rhll Sd'fCY J • REINSPECTION -FEE RE 00 Southcenter Blvd., Suit IRED. Pri • inspection, fee must be paid 1 00. Call t�chedule reins p ection. Date: z Q W. W 2 J O 0 co o: CO 11J: WI • S2u_ w 00 } J u. a •co = Cy ; 1., z 1— I- 0 z H: tu • p. 0 D , W W ui Z .0 N 0 z , 4,10:44* INSPECTION O. INSPECTION RECOR r .- Retain a ropy with permit' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .4 6300 Southcenter Blvd, #100, Tukwila, WA 9818 8 (206)431-3670 I# Type of spection: .P Address: I 5(o Special instructions: Phone: Approved per applicable codes. Jay .. . . .- 4 rit. `,•A' •• •Sf '''' , ..?; • •■11.44.X ..... ;;X' 4 4 1 Weittr i.rie . !•;,?,:.•-• 4. ..V.S Date called: :, Date wanted: / kt•jn., -1/0 P.m' Requester: Corrections required prior to ibproVal.. COMMENTS: ( •. • • -t 1' - El $47.00 REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • .•..,•••-;•,,,,• z 00 co Ui i uj 0 < co m iLl Z 0 Z F- uj 0 0 O g 0 1— 111 uj I- LL Z' Lii O (° o 1- z INSPES ION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ProjW Addms5: 6&G> 6/. I% Special instructions: . • Type of Inspection: Date called: Date wanted: / a .m. P.m. Requester: Phone: •Approved per applicable codes. OMMENTS: Receipt No: INSPECTION RECOR Retain a copy with permit Corrections required prior to approval. 4.111MOMMIIIMMEIMMIIIMni I P 1111 In I P V M r - . . 4 . • . . " ' ' ' - . ARP" WV/. .. Irispector: . - N'------A-6-4-41.1 .--;t-i / Date: - / 4e - 700'REINSPECTION EE REQUIRED. ' nor to inspection, fee must be paid at 6300 Southceriter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431-3670 • proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: /)- Date: / Inspecteo : 19 47.00 REINSPECTIO FEE REQUIRED. P for to inspection, fee must be paid at 6300 Southcenter B d., Suite 100. Ca j to schedule reinspection. Receipt No: Date: Proje / v Adji3 ei:5 .4 4 Special instructions: Ste. /; C5 Type of I spec y'qn: /9 �xf Date cal d: Date wanted: Requester: Phone: Corrections required prior to approval:: �J�:.. ° f; • . � ypy�; �wA. 7hJ�� ♦`.�i�4.1T.12.�4��{fiN.�`�) � L:: J�w} Y .Yf:.. °.a4S.'�iP�.f�i::�'s'k�JY Probe , C,✓�, �l�l . Ty Type of I s ecfio Z. 4 ;. Addre :$6(0/. / Date caller / i .Spe is tructions: Date wanted: ' / 2 — a. m) P.rnf Requester. c 1 Phone: INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. XCorrections required prior to approval. COMMENTS: r.. C 4- °-= Se6, ''1- F''l c Jam' /t 3 ( ), `•r.2 - s Datey ./ $47.00 REINSPECTIOI4'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION RECO Retain a copy with permit PERMIT NO. (206)431 -3670 U .X`++daWa'6L'i { ustttYfi„W', 1+ Gr' iidw iflt:, h1J:',#4�d+iti1. ?;LYS�+E(kv.�. »4 i.i i y ir':iu!ai. INSPECTION NO PERMIT NO C ITV IOF TUKWILA BUILDING DIVISION &300.Southcenter Blvd '#100, Tukwila, WA 981814 (206)431 -3670 Address: T pe of Inspe ion: Date calle.: 1 to Date wanted: ; Approved per applicable codes. COMMENTS: • ••:00 REINSPECTION:•F.E REQUIRED. Pri to inspection, fee must be paid at6300 Southcenter Blvd:; uite 100. CaII to schedule reinspection. Receipt No: Date: ,/ 02 / d Date: Corrections required prior to approval. i�twt k - ii. dd'�`�`y(( tuas ':`4;:wu:c. '.riix�.i .t✓;,1bFruii , .: r1G'. s','. i� `S�f�,'e�l.:fr -nti n:IsisvauiexY��i;`wk)1:: ::;4 , 412 4'441,`r::S mi:,.3y�'i�, r;).:4rt -t s.V, z • w ': 6 J U. 0 C c J CO LL w O: w < —a r 1— O' Z I—• w 2 p ' U :O c o ❑ I— w 1 4 H: O. Z _ z ' 0 STEVEN NGUYEN DDS 15668 WEST VALLEY HIGHWAY TUKWILA, WA PROJECT MANUAL ARCHITECT Champion Architects, AIA 3802 Colby Avenue • Everett, WA 98201 (425) 259 -3136 FAX (425) 252 -3317 August 10, 2001 c o of WO SEP 2 2001 tkOtE 13*IG 011' CITYOF�TUK WILA AUG 1 4 2001 PERMIT CENTER Dol- 154 STEVEN NGUYEN DDS TUKWILA, WA Document DIVISION 1 - GENERAL REQUIREMENTS Section 01110 Summary of Work 01210 Allowances 01290 Payment Procedures 01311 Project Coordination 01312 Project Meetings 01330 Submittal Procedures 01410 Regulatory Requirements 01422 Definitions 01500 Temporary Facilities and Controls 01600 Product Requirements 01720 Preparation 01730 Selective Demolition 01770 Closeout Procedures DIVISION 2 - NOT USED DIVISION 3 - CONCRETE Section 03300 Cast -In -Place Concrete DIVISIONS 4 AND 5 - NOT USED DIVISION 6 - WOOD AND PLASTICS Section 06100 Rough Carpentry 06200 Finish Carpentry 06410 Custom Cabinets 00010 - 1 DOCUMENT 00010 TABLE OF CONTENTS DOCUMENT 00010 TABLE OF CONTENTS BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 00010 Table of Contents 00103 Invitation to Bid 00410 Bid Form 00520 Agreement Form (AIA Document A107) 00800 Supplementary Conditions t Th STEVEN NGUYEN DDS TUKWILA, WA DIVISION 7- THERMAL AND MOISTURE PROTECTION Section DIVISION 8- DOORS AND WINDOWS Section DIVISION 9- FINISHES Section DIVISION 10- SPECIALTIES Section DIVISIONS 11 THROUGH 14 - NOT USED DIVISION 15 - MECHANICAL Section DIVISION 16- ELECTRICAL Section MgggaPgfeomeft=e=e=--- 07260 Vapor Retarders - 07900 Joint Sealers APPe-NDA : 08210 Wood Doors 08700 Hardware 09110 Non-Load Bearing Wall Framing 09250 Gypsum Board 09510 Acoustical Ceilings 09650 Resilient Flooring 09680 Carpet 09900 Paints and Coatings 10160 10400 10520 10810 Metal Toilet Compartments Identifying Devices Fire Protection Specialties Toilet Accessories 16010 Basic Electrical Requirements 16050 Basic Electrical Materials and Methods 16500 Lighting 16720 Alarm and Detection Systems fl 15010 Basic Mechanical Requirements 15050 Basic Mechanical Materials and Methods 15080 Mechanical Insulation 15400 Plumbing Fixtures and Equipment 15700 Heating, Ventilating, and Air Conditioning Equipment END OF DOCUMENT 5TROc_TO 1RAL DE 5161 Ni 00010-2 DOCUMENT 00010 TABLE OF CONTENTS STEVEN NGUYEN DDS TUKWILA, WA DOCUMENT 00103 INVITATION TO BID The Project and Contract Documents are titled: Steven Nguyen DDS 15668 West Valley Highway Tukwila, WA 98188 The Owner is: Steven Nguyen DDS 15668 West Valley Highway Tukwila, WA 98188 The Architect is: Champion Architects, AIA 3802 Colby Avenue Everett, Washington 98201 The Owner has selected and pre - qualified firms as bidders for the role of Contractor: (No other bidders will be allowed) DESCRIPTION OF THE PROJECT: The proposed Work includes remodeling of a portion of the First Floor in an existing one -story Type V -N building for a Occupancy Group B Dental Office. The Contract includes liquidated damages, specified in Supplementary Conditions, and the Bidder's attention is drawn thereto. DRAWINGS AND PROJECT MANUAL: Three sets of Drawings and Project Manuals will be furnished to each of the pre - qualified bidders. No deposit is required. These documents will be mailed to the bidders. The three sets of documents must be returned to the Architect, in good condition, within 5 calendar days after the bid date. PROJECT FUNDING: The Owner plans to finance this project with private funds. 00103 - 1 DOCUMENT 00103 INVITATION TO BID : >i n}.'.a =t:p. • 71 Sao STEVEN NGUYEN DDS DOCUMENT 00103 TUKWILA, WA BID FORM: Bid Form, to be entitled to consideration, must be made in accordance with the following instructions: -. 1. Bid Form shall be in the form provided. All blank spaces in the Bid Form shall be fully filled, the signature shall be in longhand, and the completed form shall be without interlineation, alteration, or erasure. 2. Bid Form shall not contain any recapitulation of the Work to be performed. No oral, telegraphic, or telephone proposals or modifications will be considered. 3. Bid Form shall be addressed to the Owner, and shall be delivered to Champion Architects enclosed in an opaque sealed envelope marked "Bid Form" and bearing the title of the Work and the name of the bidder, no later than PM, 2001. 4. Bids will be publicly opened and read immediately after the time of receipt. Bidders may be present at the opening, but no further notice will be given except in the event of a change of opening time. REJECTION OF BIDS: The bidder acknowledges the right of the Owner to reject any or all bids, to waive any informality or irregularity in any bid received, and to accept other than the lowest bid. In addition, the bidder recognizes the right of the Owner to reject a bid if the bidder failed to furnish any required bid security, or to submit the data required by the bidding documents, or if the bid is in any way incomplete or irregular. AWARD OF CONTRACT: INVITATION TO BID The bidder to whom the award is made will be promptly notified and, within 10 calendar days from the date of such notification, he shall execute the Abbreviated Form of Agreement Between Owner and Contractor, AIA Document A107, latest edition. Selection of low bidder will be based on cost and time for completion. TIME FOR COMPLETION: The Work shall be Substantially Complete within the number of calendar days as stated in the Bid Form and shall be Finally Complete within thirty calendar days thereafter. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for perform- ing the Work. The Contract will be awarded based on cost and timing. LIQUIDATED DAMAGES Liquidated Damages are stipulated at one percent of construction cost per day for each day the Work is not Substantially Complete and 0.034 percent of construction cost thereafter for each day the Work is not Finally Complete. CONSULTANTS ON THE PROJECT: See listing on Drawings. END OF DOCUMENT • 00103 - 2 VS klS:ttpYCs 1 'Vi�iiSk'rTbf z w • .J O U O N 0, • U) H. N LL. w O. co d • _: z �., Z o U 0 =w — o. • ui U N .o z STEVEN NGUYEN DDS TUKWILA, WA Champion Architects, AIA 3802 Colby Avenue Everett, WA 98201 Gentlemen: BASE BID The major subcontractors to be used are: Very truly yours DOCUMENT 00410 BID FORM Drywall: Painting: Mechanical: Electrical: Washington License No: Date: END OF DOCUMENT 00410 - 1 Dollars ($ ) DOCUMENT 00410 BID FORM Having carefully examined the General Conditions, Supplementary Conditions, Drawings, and Specifications entitled Steven Nguyen DDS, 15668 West Valley Highway, Tukwila, WA 98188 dated August 10, 2001, and the Addenda numbered , as well as the premises and the conditions affecting the Work, the Undersigned proposes to provide each unit of Work for the Stipulated Sums as set forth below: Applicable Washington State Sales Tax is not included in the bid and will be added to each progress payment request. If the undersigned is notified of the acceptance of this Bid within thirty calendar days of the time set for opening of the Bid, the undersigned agrees to execute a Contract for the above Work for the above - stated compensation in the form of the Contract attached hereto and to commence Work within ten days after the execution thereof. The Undersigned agrees if awarded the Contract, to be Substantially Complete within calendar days from the date of the Notice to Proceed, and to be Finally Complete within thirty calendar days thereafter (Contractor to fill in blanks as specified in the Invitation to Bid). By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. ....,,..'. t.'.....,.v.:s..�:..,.._�::+eu. big,: u .'.1;+:.y.1�:1:e.:.u:M+,iGisu:, Xis:: u:::. 1i1.:•' ax 'wi�i1.:..niw.iAs�rrY;w.:;utta. 3xt:irud ?u: ?= :.7.s:+'iu`�i STEVEN NGUYEN DDS DOCUMENT 00520 TUKWILA, WA AGREEMENT FORM PART 1 - GENERAL DOCUMENT 00520 AGREEMENT FORM A. The "Abbreviated Standard Form of Agreement Between Owner and Contractor for Construction Projects of Limited Scope ", AIA Document A107, 1997 Edition, is a part of these Contract Documents and is incorporated as fully as if bound herein. B. The Agreement Form may be purchased from the Architect's office, or from the American Institute of Architects, 1735 New York Avenue NW, Washington D.C. 20006; Seattle Chapter, American Institute of Architects, 1911 First Avenue, Seattle, WA 98101; and Northwest Washington Chapter, American Institute of Architects as follows: 1. Mail Orders to: John Cheney AIA 1504 Broad Street Mount Vernon, WA 98274 2. Fax Orders to (360) 416 -0955 3. E -Mail Orders to cheney@ncia.com 4. Telephone Orders to (360) 424 -5354 5. Walk -in Purchases during business hours at the office of: Harold A. Page AIA 416 Snoqualmie Street Mount Vernon, WA 98273 Original documents will be provided for Contracting. END OF DOCUMENT 00520 -1 STEVEN NGUYEN DDS DOCUMENT 00800 TUKWILA, WA SUPPLEMENTARY CONDITIONS B. ADD Subparagraph 6.6: DOCUMENT 00800 SUPPLEMENTARY CONDITIONS UNLESS EXPRESSLY OTHERWISE INDICATED, THE FOLLOWING REQUIREMENTS SUPPLEMENT THE REFERENCED ARTICLES OF THE "ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR" (AIA DOCUMENT A107, 1997 EDITION) AND SUPERSEDE THEM WHERE THEY CONTRADICT THE SAME. 1.1 GENERAL PROVISIONS (Article 6) A. ADD to Subparagraph 6.4 the following: No allowance shall subsequently be made on behalf of the Contractor on account of an error on his part or his negligence or failure to acquaint himself with the conditions of the Site. 6.6 Sections of Division 1 - General Requirements govern the execution of all Sections of the Specifications. 1.2 CONTRACTOR (Article 8) A. Paragraph 8.5, line 1 DELETE the word .. "sales, ". B. ADD to Paragraph 8.5 the following. Applicable sales tax shall be included in progress payments as provided in Articles 4 and 5 of this Agreement. C. ADD paragraph 8.14 8.14 Limitation of Liability 8.14.1 The contractor and its subcontractors are skilled and experienced in the use and interpretation of Contract Documents such as those included in the bid documents for this Contract. They have carefully reviewed the Contract Documents for this Project and have found them to be free of ambiguities and sufficient for bid purposes. 8.14.2 Further, they have carefully examined the site of the Work and, from their own observations, have satisfied themselves as to the nature and location of the Work; the character, quality and quantity of materials; the difficulties likely to be encountered; and other items which may affect the performance of the Work. 8.14.3 They have based their bid solely on these documents and observations and have not relied in any way on any explanation or interpretation, oral or written, from any other source. 00800 - 1 t4 A �ti " . t; * 4 is iLak+ ... 44. n Lh rT TUKWILA, WA STEVEN NGUYEN DDS DOCUMENT 00800 SUPPLEMENTARY CONDITIONS 8.14.4 Having assured themselves of the adequacy of the documents and the accuracy of their bid, the Contractor and its subcontractors shall limit the liability of the Owner, the Architect, and his Consultants for professional negligence, errors or omissions of the Architect and his Consultants to a total aggregate sum of the Architect's and Consultant's fees. 8.14.5 The Contractor and its subcontractors do not assume any liability for damages to others caused by the professional negligence, errors, or omissions of the Architect and his Consultants. 1.3 ARCHITECT'S ADMINISTRATION OF THE CONTRACT (Article 9) A. Paragraph 9.10.4, line 3, CHANGE "shall" TO "may." B. ADD paragraph 9.12 9.12 Except when direct communications have been specially authorized, the Owner and Contractor shall communicate through the Architect. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. 1.4 TIME (Article 13) A. DELETE paragraph 13.1 in its entirety and substitute the following: 13.1 The Work shall be Substantially Complete within the number of calendar days as stated in the Bid Form and shall be Finally Complete within thirty calendar days thereafter. By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. 1.5 INSURANCE (Article 16) A. ADD to subparagraph 16.1 the following: .1 Liability Insurance required by Article 16 shall be on a comprehensive basis, including: .1 Premises, operations .2 Independent Contractor's Protective .3 Products and completed operations .4 Contractual, including specified provision for the Contractor's obligations under paragraph 8.13 .5 Owned, non - owned, and hired motor vehicles .6 Broad form coverage for property damage .7 All Risk Coverage: The Architect and Owner shall be named as additionally insured. 00800 - 2 ..a.,...o.c „01:Ved*+/1:: :JJ;t :,Pa; iiAiit`'`:r :5u'':t. u ?%;ui�'iti `ts;'l' 5, �:," �a' iYZt` 4S: a'rho;::.1:r'::4•i:+i2Spr ?iq ~' Z o: .J O 0 . NCI. W= w 0 : g Q. = d F _ W. 0: Z I-. w U in •• :w U; u- p, u U N: 0 DOCUMENT 00800 TUKWILA, WA SUPPLEMENTARY CONDITIONS STEVEN NGUYEN DDS .2 Insurance required by paragraph 16.1 shall be written for not Tess than the following amounts. .1 Workmen's Compensation - Statutory -.2 Employer's Liability - $100,000 .3 Comprehensive General Liability Bodily injury - $1,000,000 each person /$1,000,000 each occurrence Personal injury - $500,000 each person /$500,000 aggregate /$1,000,000 general aggregate Property damage - $250,000 each person /$250,000 each occurrence /$500,000 aggregate .4 Automobile Liability Bodily Injury - $1,000,000 each person /$1,000,000 each occurrence Property Damage - $1,000,000 each occurrence .5 Independent contractor's - Same limits as above .6 Products and completed operations - same limits as above for years, commencing with issuance of final Certificate for Payment. .7 Contractual Liability - Same limits as above .8 Include coverage for explosion, collapse, and underground in property damage. .3 The Contractor shall purchase and maintain property insurance upon the entire Work at the site to the full insurable value thereof. And shall include the interest of the Owner, Contractor, sub - contractors, sub - sub - contractors in the Work and shall insure against the perils of fire and extended coverage and shall include all risk insurance for physical loss or damage including, without duplication of coverage, theft, vandalism, and malicious mischief. .4 This shall include property coverage as described above for Work stored off the site or in transit when included in an application for payment. The Contractor shall file a copy of the above insurance with the Architect prior to commencement of Work. Paragraph 16.4, DELETE the first sentence in its entirety and SUBSTITUTE the following: "Unless otherwise provided, the Owner shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, course of construction property insurance upon the entire Work at the site to the full insurable value thereof." C. ADD paragraph 16.6 as follows: 16.6 The insurance required by Article 16 is not intended to cover machinery, tools or equipment owned or rented by the Contractor which are utilized in the performance of the Work but not incorporated into the permanent improvements. The Contractor shall, at the Contractor's own expense, provide insurance coverage for owned or rented machinery, tools or equipment which shall be subject to the provisions of Article 16. �- z 00 o cn w =. J F.- w0 ga 3 u. N � = a �. w z � 0 z t- 0 co, oI- w W` 1— ..z UN 0 1.6 OTHER CONDITIONS OR PROVISIONS (Article 20) STEVEN NGUYEN DDS TUKWILA, WA A. ADD the following paragraphs: 20.1 If required the Contractor shall furnish a Performance Bond, paid for by Owner in an amount equal to one hundred percent of the Contract Sum as security for the faithful performance of this Contract. If required the Contractor shall also furnish a Labor and Material Payment Bond, paid for by the Owner, in an amount not less than one hundred percent of the Contract Sum or in a penal sum not less than that prescribed by State, or Local law, as security for the payment of all persons performing labor on the Project under this Contract and furnishing materials in connection with this Contract. The Performance Bond and the Labor and Material Payment Bond may be in one or in separate instruments in accordance with local law and shall be delivered to the Owner not later than the date of execution of the Contract. 20.2 On or about the fifteenth of each month the Owner agrees to pay to the Contractor an amount to be determined by taking ninety percent of the value of labor and materials incorporated in the Work, plus material not incorporated in the Work but approved by the Architect under provisions of the Contract Documents, up to the date of payment proposed to be made, Tess the aggregate of all previous payments and deductions provided in the Contract Documents. The ten percent withheld shall be the retainage, which retainage shall be paid as provided herein. If the Contractor wants the Architect to consider the release of retainage for a portion of the Work which has been completed, the following procedure shall be followed. Submit with the monthly application for payment: .1 Written request for release of retainage. .2 Release of lien rights. .3 Consent of Surety 00800 - 4 DOCUMENT 00800 SUPPLEMENTARY CONDITIONS After review of the request, the Architect will render a decision which will be final. However a release of retainage for any Work which may be subject to damage or which might be affected by any other Work will not by considered. The Architect will issue a final Certificate for Payment for one hundred percent of the Contract Sum less the retainage. The retainage will be paid by the Owner, without any additional request by the Contractor or certification by the Architect, by the statutory time after recording by the Owner of the Notice of Completion of all Work to be done under this Contract, providing there are no undischarged or unsecured liens, attachments, or claims in connection with the Work. •S ;��'. .r :y" 43vP )l`ai } »A�;i�F�t.�.i� .: fq�- fi,'1'�4 '3;' 7'r'Fkolu' F- e , .;'9�4: `:}.'u'i."�' } M'w ' • `' v- i ii;' ,�i'if� 4'',t:3lr;•'e :SiY.:'t�' ;i� :.. e% it'liia:4}];?.:�Siori;�•Llzil`w; Lid: e�tRCSdvl V, ii` x, Jw' � �,i °q'ei34rar).d � STEVEN NGUYEN DDS DOCUMENT 00800 TUKWILA, WA 20.3 Liquidated Damages SUPPLEMENTARY CONDITIONS 20.3.1 If the Contractor should fail to complete the Work, or any part thereof, within the Contract Time, the Owner will sustain damage because of the following type of damage. .1 Loss of profits anticipated from use of the new facilities. .2 Expense of staff necessary to hire in advance of completion to assure availability. .3 Increased costs and inefficiency resulting from disruption and delay of Owner's moving schedules. .4 Interest on money borrowed for construction payments. 20.3.2 Therefore the parties agree that the Contractor shall pay the Owner, as liquidated damages and not as penalty, one percent of construction cost per day for each day the Work is not Substantially Complete and 0.034 percent of construction cost thereafter for each day the Work is not Finally Complete. 20.3.3 The Owner may deduct the sum of such liquidated damages from any moneys due or that may become due the Contractor, or if such moneys are insufficient, the Contractor, or its Surety or Sureties shall pay any deficiency. END OF DOCUMENT STEVEN NGUYEN DDS DIVISION 1 TUKWILA, WA GENERAL REQUIREMENTS SECTION 01110 - SUMMARY OF WORK DIVISION 1 - GENERAL REQUIREMENTS A. General Conditions, Supplementary Conditions, and Division 1 - General Require- ments govern the Work of all Sections of the Specifications. B. The proposed Work includes remodeling of a portion of the First Floor in an existing one -story Type V -N building for a Occupancy Group B Dental Office. The Contract includes liquidated damages, specified in Supplementary Conditions, and the Bid- der's attention is drawn thereto. C. Contractor's Use of Premise: Limit parking, material storage, job shack, and other construction operations to the area within the site boundaries. Contractor shall police subcontractors and workers regarding this requirement D. Persons performing Work shall examine surfaces to receive their Work and shall report in writing to Contractor, with copy to Architect, conditions detrimental to Work. Failure to examine and report makes the person responsible, at no increase in Contract Sum, for corrections Architect may require. Commencement of Work constitutes acceptance of surface. E. Work Sequence: 1. During remodeling for the new facility the Owner will be conducting business in the existing building on site. Schedule Work and construction operations so as to provide minimal interruptions or disruption to the Owner's ongoing activities. SECTION 01210 - ALLOWANCES A. In addition to requirements of General and Supplementary Conditions, cash allowances, as provided in applicable Sections, will be administered as follows: 1. Cash allowances shall include the furnishing of materials, delivered to the site, and installation required to complete the Work represented by the cash allowances. 2. The Architect will select the materials to be furnished and will inform the Contractor of his selections. The Contractor shall prepare an itemized cost for the furnishing and installation of materials selected, and submit it to the Architect for approval. 3. The Contract Sum will be adjusted by Change Order by the amount that the approved cost of materials represented by cash allowances is greater or Tess than the specified cash allowance. B. Schedule of Cash Allowances: 1. Section 09680 - Carpet: Allow the sum of Thirty Five Dollars ($35.00) per square yard for purchase, delivery, and installation of finish carpet. Division 1 -1 z ~ w QQ 2 JU 0 1 c co w Lu • w w0 u. Q u) 3 = w Z1- 1- o Z I- U� o u) wW � U ILi Z U (0 . O I:4 STEVEN NGUYEN DDS DIVISION 1 TUKWILA, WA GENERAL REQUIREMENTS SECTION 01290 - PAYMENT PROCEDURES A. Schedule of Values: Submit on AIA Document G703. B. Applications for Payment: Submit on AIA Document G702. SECTION 01311 - PROJECT COORDINATION A. General: 1. Coordinate with Work of other Sections to ensure that all fixtures, devices, switches, outlets, ducts, pipes, and similar items can be installed as shown without modifications to framing. Provide all blockouts, raceways and similar framing as required. 2. Coordinate the Work; do not delegate responsibility for coordination to any subcontractor. 3. Anticipate interrelationship of all subcontractors and their relationship with the total Work. 4. Resolve differences or disputes between subcontractors and materials suppliers concerning coordination, interference, or extent of Work between Sections. Contractor's decisions, if consistent with Contract Document requirements, shall be final. 5. Verify all dimensions on site. All dimensions are to face or centerline of framing members and concrete unless otherwise shown or noted. SECTION 01312 - PROJECT MEETINGS A. Prior to commencement of Work, a preconstruction conference will be held to discuss procedures to be followed. B. Location: A site as convenient as possible for all parties, designated by the Architect. C. Attending shall be: 1. Owner's Representative. 2. Architect. 3. Contractor. 4. Contractor's Representative. 5. Major Subcontractors. 6. Others as appropriate. D. Progress Meetings: 1. Prepare agenda, schedule, and hold weekly meetings or as required by progress of the Work. Record agreed action and resolutions in minutes of meeting and distribute to attending parties within 3 working days. 2. Location: A site as convenient as possible for all parties, designated by the architect. Division 1 - 2 r"N F. Begin no fabrication or Work which requires submittals until return of Architect's final reviewed submittals. +wail STEVEN NGUYEN DDS TUKWILA, WA 3. Attending shall be: a. Architect. b. Owner's Representative. -c. Contractor. d. Contractor's Representative. e. Subcontractors, as appropriate to the agenda. f. Suppliers, as appropriate to the agenda. g. Others, as appropriate to the agenda. SECTION 01330 - SUBMITTAL PROCEDURES DIVISION 1 GENERAL REQUIREMENTS A. Autocad discs are available to Contractor and subcontractors. To obtain discs send the Architect a formatted 3.5 inch or 5 -1/4 inch disc, return mailer, and description of material needed. B. Make submittals promptly and in such a manner as to cause no delay in the Work. C. Modify drawings, diagrams, and product data to delete information which is not applicable to the Work. Supplement standard information to provide information specifically applicable to the Work. Number of Submittals Required: 1. Shop Drawings: Submit one reproducible transparency (which will be returned for reproduction by the Contractor) and one opaque reproduction (which will be used for checking and will not be returned). Resubmit as required until final action by the Architect. 2. Product Data, and Non - Reproducible Submittals: Submit number of copies which the Contractor requires, plus two which will be retained by the Architect. 3. Samples: Submit number stated in each Section. E. Submit mechanical and electrical Shop Drawings directly to the consultants with a copy to the Architect, including date transmitted. Reviewed sets will be sent to the Architect for checking and transmittal to the Contractor. G. Submit Progress Schedule to the Architect no later than 15 calendar days after date of commencement of Work. Coordinate progress schedule with Shop Drawings, Product Data, and Samples submittals. H. Progress Schedule may be a bar graph. The number of activities and structure of the Progress Schedule shall be adequate to explain the various stages of construction and shall be coordinated with applications for payment specified in Section 01025. I. Contractor shall update the Progress Schedule and Submittal Log during construction as required to keep them current and submit copies at each weekly meeting. Division 1 - 3 A STEVEN NGUYEN DOS DIVISION 1 TUKWILA, WA GENERAL REQUIREMENTS SECTION 01410 - REGULATORY REQUIREMENTS A. Requirements of regulatory agencies shall mean the latest printed edition of each in effect. at the date of submission of Bids unless the document is shown dated. B. Perform the Work in conformance with applicable requirements of all regulatory agencies including, but not limited to, the following: 1. Uniform Building Code (UBC) 1997 Edition, and Washington State Building Code Amendments, 2001 Edition . 2. National Electrical Code (NEC). 3. Uniform Mechanical Code (UMC). 4. Uniform Plumbing Code (UPC). 5. Washington State Non - Residential Energy Code. 6. Washington State Regulations for Barrier -Free Design. 7. Americans with Disabilities Act (ADA). 8. Uniform Fire Code (UFC): SECTION 01422 - DEFINITIONS A. Terms used on the Drawings or in the Specifications in addition to those shown in General Conditions shall have the following meanings: TERM MEANING As Directed "By the Architect" As Required "By Code; by good building practice; by the condition prevailing; by Contract Documents; by Owner, or by Architect" As Selected "By Architect" Equal In the opinion of the Architect. The burden of proof of equality is the responsibility of the Contractor. Furnish "Supply and deliver to the Project ready for installation and in operable condition." Install "Incorporate in the Work in final position, complete, anchored, connected, and in operable condition." NIC Not in Contract Project Total construction of which Work performed under the Contract Documents may be the whole or a part. Division 1 - 4 w 6 _ JO oo N 0 N w w o g J: L. < mo Z 0 o :0 w W `: H U ui z (.) o '' z STEVEN NGUYEN DDS TUKWILA, WA TERM MEANING DIVISION 1 GENERAL REQUIREMENTS Provide "Furnish and install complete." When neither "furnish ", "install ", nor "provide" is stated, "provide" is implied. Shown "As indicated on the Drawings" Specified "As written in the Project Manual" SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS A. Obtain and pay for all special permits and licenses and give all notices required for providing construction facilities and temporary controls. B. Construction facilities and temporary controls shall conform with applicable requirements of the following: 1. Associated General Contractors of America (AGC): Manual of Accident Prevention in Construction. 2. Uniform Building Code (UBC), National Electrical Code (NEC), and Uniform Plumbing Code (UPC): Applicable Chapters and Sections. C. Contractor may take water or electric energy, at Owner's expense, in such quantities and at such times as they are available from Owner's water and electric systems respectively. Provide equipment, connections, transformers, and other materials necessary for extending water and power lines to the Site of the Work. Make installation in locations designated by the Architect. Construct in conformance with safety regulations. D. Provide temporary heat and ventilation required to maintain adequate environmental conditions to facilitate progress of Work E. Toilet Facilities: Existing on site public toilet facilities may be used. Cooperate with Owner in maintaining sanitary and cleanliness conditions. F. Provide temporary telephone, answering machine, and Fax machine for use of Contractor, Architect, and Owner. G. Provide and maintain suitable temporary barriers as required to prevent public entry. H. Provide and maintain temporary structures for field offices, construction storage, and parking. Obtain permission from the Architect for location and extent of temporary facilities. Division 1 - 5 • STEVEN NGUYEN DDS urwi.Yw�..�.., .. DIVISION 1 TUKWILA, WA GENERAL REQUIREMENTS I. Temporary Controls: The Washington State Clean Air Act requires the use of all known, available, and reasonable means of controlling air pollution, including dust. Control dust generated during construction activities by wetting dust sources such as areas of exposed soils, washing truck wheels before they leave the Site, and installing and maintaining gravel construction entrances. Construction vehicle track -out is also a major dust source. Any evidence of track out can trigger violations and fines from the Department of Ecology or the Puget Sound Air Pollution Control Agency. (SEPA Natural Environment/Air Quality Policies). J. Mitigation of Damages: During construction protect all adjacent property and structures from damage due to and including, but not limited to, subsidence, erosion and inundation. Mitigation of damages caused by Contractor's operations shall be the sole responsibility of the Contractor. SECTION 01600 - PRODUCT REQUIREMENTS A. All material and equipment incorporated in the Work shall be new, unless otherwise specified; in condition acceptable to the Architect; suitable for the intended use. B. Provide products complete with all accessories, trim, finish, fasteners and adhesives, and other devices and details required for the intended use and effect. C. Product Options and Substitutions: 1. Whenever a product is specified by using a proprietary name or the name of a particular manufacturer or vendor, the specific item mentioned shall be understood as establishing type, function, dimension, appearance, and quality desired. Other manufacturer's products will be accepted provided sufficient information is submitted to allow the Architect to determine that products proposed are equivalent to those named. 2. If the Contractor desires to use any other brand, make, or manufacturer of equal quality, appearance, and utility to the product specified, substitution shall be requested as provided herein. 3. Requests for substitution by Contractor constitute representation that Contractor: a. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product. b. Shall provide the same or better warranty for substitution as for specified product. c. Shall be responsible for effect of substitution upon related Work, shall coordinate installation, and be responsible for other changes which may be required for Work to be complete in all respects, in compliance with design intent and in compliance with all applicable codes and regulatory requirements. d. Be responsible for additional costs which may subsequently become apparent. This includes additional costs for required additional Architect's services made necessary by the substitution. e. Shall provide all cost savings to Contract Sum as credits. f. Shall provide specified product, material, or system should substitution be rejected, at no change in Contract Sum. Division 1 - 6 N-1 STEVEN NGUYEN DDS DIVISION 1 TUKWILA, WA GENERAL REQUIREMENTS 4. Architect reserves the right to reject proposals due to insufficient information or failure to conform to requirements of Contract Documents. The Architect's decision shall be final. 5. - Formal request for all substitutions items must be submitted to Architect within 30 days after award of Contract. After that period only specified item unav- ailability will be considered as legitimate reason for substitution request. Product unavailability shall be verified in writing by manufacturer. SECTION 01720 - PREPARATION A. Inspect the Site and location of the Work and become acquainted with and understand all conditions relating to the Work to be performed under this Contract. B. Locate and lay out new construction and utilities. Be responsible for accuracy and correctness of layout and for establishing location of buried utility lines. SECTION 01730 - SELECTIVE DEMOLITION A. Contractor shall be solely responsible for safety, adequacy, and satisfactory performance of methods and means employed. B. Carefully remove items marked for salvage or reuse and store as directed. C. Legally dispose of demolition materials off site. Location of disposal site and length of haul are the Contractor's responsibility. D. Cutting: At limits of demolition Work shown or specified, provide neat, orderly, and clean joints, lines, and edges of surfaces, whether for junctions with new materials or surfaces or whether to be left as existing. E. Patching: Repair or replace any surfaces to remain which become exposed, defaced, or damaged as a result of demolition Work at no increase in Contract Sum. Repair and repaint surfaces to nearest change in plane. F. Extent of demolition Work is shown on the Drawings. SECTION 01770 - CLOSEOUT PROCEDURES A. Progress Cleaning: 1. Weekly, and more often if necessary, inspect the structure, and site, pick up all scrap, debris, and waste material. Remove such items to the place designated for their storage. 2. Weekly, and more often if necessary, sweep interior spaces clean. "Clean," for the purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort and a hand -held broom. 3. Maintain the site in a neat and orderly condition at all times. Division 1 - 7 • 4 .7 . • STEVEN NGUYEN DDS TUKWILA, WA B. Final Cleaning: Prior to final inspection, thoroughly clean building and jobsite. Vacuum clean where appropriate, remove all spots, smears, smudges, dust, debris, handprints, and defacements. Follow recommendations of manufacturers of materials and items to be cleaned for all cleaning, polishing, and treatment such as waxing and sealing. C. Operation and Maintenance Data: 1. Compile product data and related information appropriate for Owner's maintenance and operation of products, equipment, and systems provided under the Contract. Submit prior to final request for payment. 2. Instruct Owner's personnel in the maintenance and operation of equipment and systems. D. Warranties and Bonds: Assemble warranties, bonds, and service and maintenance contracts executed by each of the respective manufacturers, suppliers, and subcontractors. Submit prior to final request for payment. Project Record Documents: 1. Final Record Documents: At a time nearing completion of the Work, secure from the Architect at the Contractor's expense one complete set of mylar transparencies of all Drawings in the Contract. Identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET." 2. Do not use the job set for any purpose except entry of new data and for review by the Architect. 3. Carefully transfer change data to the corresponding transparencies, coordinating the changes as required. 4. Call attention to each entry by drawing a "cloud" around the area or areas affected. 5. Make changes neatly, consistently, and with the proper media to assure longevity and clear reproduction. 6. Prior to submitting request for final payment, submit final Project Record Documents to the Architect and secure approval. END OF DIVISION 1 Division 1 - 8 DIVISION 1 GENERAL REQUIREMENTS u&+ ti STEVEN NGUYEN DDS TUKWILA, WA DIVISION 3 - CONCRETE Division 3 - 1 DIVISION 3 CONCRETE SECTION 03300 - CAST -IN -PLACE CONCRETE A. Provide cutting and patching of existing concrete floor slab if required. B. Comply with UBC, Chapter 19, and ACI 301. C. Form exposed concrete with "B -B Plyform Class 1 Exterior" grade plywood, 5/8 inch thick, meeting PS 1. D. Reinforcing Bars: ASTM A 615, Grade 40 for #4 and smaller; Grade 60 for #5 and larger. E. Welded Wire Fabric: ASTM A 185, 6 x 6, W1.4 X W1.4 , lap 12 inches at splices. Raise to middle of slab during pour. Provide at concrete slabs. F. Rigidly support reinforcing using concrete blocks or chairs manufactured in accordance with CRSI Standards. At openings over 18 inches square provide two bars same size as main steel, extending 30 diameters past opening, at each side and diagonally at corners. Non - structural slabs on grade, 4 inches thick. Place on gravel fill and reinforce with welded wire fabric. G. Concrete: Regular concrete with minimum 2500 psi compressive strength at 28 days. H. Maximum Size Aggregate: 3/4 inch. I. Maximum Slump: 4 inches. J. Slab Casting Base: Specified in Section 07190. K. Legally dispose of concrete spoils off site as required. L. Slab Finishes: Steel trowel, with tolerance level of 1/8 inch in 10 feet; match existing. M. Cure concrete with polyethylene sheet or apply curing compound. Curing or sealing compound shall not interfere with proper adhesion of finish flooring materials. END OF DIVISION 3 v. 4? ,.. &a . t : r . r� •.... w,;lr ti3`i, :'d'i'e: }. !; : i J:., ui {.: , .x uX : `4h:. ;:: $ ..t ,ti ll:p J �x r, cr < STEVEN NGUYEN DDS TUKWILA, WA SECTION 0610 - ROUGH CARPENTRY DIVISION 6 - WOOD AND PLASTICS Division 6 - 1 DIVISION 6 WOOD AND PLASTICS w' . A. At Contractor's option SUBSTITUTE Non -Load Bearing Wall Framing specified in Et 2 Section 09110, FOR wood framing specified. 6 o B. Comply with UBC, Chapter 23. ° w J C. Framing Lumber: Douglas fir of grades defined in WCLIB, Standard Grading Rules co u. for West Coast Lumber No. 16, and WWPA, Western Lumber Grading Rules, latest w editions as follows: g _ J LL Q. Item Grade cn a = w Studs, Plates and Blocking DF #2 Kiln dried z �` Posts DF #1 Kiln dried 1- O z D. Adhesives: APA Specification AFG -01 for installation of subflooring. U o - E. Rough Hardware: ° i— t Nails: Common wire, coated sinkers or galvanized box. w w' 2. Expansion Bolts: Phillips wedge rod anchors, Wej -It, Kwik -bolt. Reverse cone, r self- wedging, expansion type. Tightening of nut or increased tension on bolt �' o shank shall act to force wedges outward to create positive increased resistance ui c to withdrawal. c.) — 3. Bolts, Nuts, and Washers: ASTM A 307, galvanized, Hex head. Provide z standard cut washers at all bolt heads and nuts bearing on wood or concrete. 4. Metal Timber Framing Connectors: Simpson Company "Strong Tie "; Silver; or approved; types as shown. Fabricate from hot - dipped galvanized steel, 16 gage material minimum, 1/8 inch plate where welded, unless otherwise shown or specified, punched for nailing. Provide full nailing or bolting in accordance with manufacturer's recommendations. Provide a nail for each punched hole. 5. Miscellaneous Hardware: Provide all common screws, bolts, fastenings, washers, and nuts required to complete rough carpentry Work. F. Fit accurately, secure rigidly, to lines and levels shown, plumb and square to a tolerance of 1/8 inch in 10 feet. Provide any special framing, even if not specifically shown, as required to properly complete Work. Provide all wood blocking, backing, furring, grounds, nailers, stripping, and similar rough carpentry as detailed and as otherwise required to anchor fixtures and equipment to be installed by other trades. Perform all cutting, boring, and similar Work. 0 STEVEN NGUYEN DDS DIVISION 6 TUKWILA, WA WOOD AND PLASTICS G. Coordination: 1. Prior to bidding, contact local regulatory authorities having jurisdiction to identify, and comply with, any special framing, blocking or backing details, or caulking conditions as may be required for structural or fire stopping, or energy code requirements. 2. Coordinate with Work of other Sections to ensure that all fixtures, devices, switches, outlets, ducts, pipes, and similar items can be installed as shown without modifications to framing. Provide all blockouts, raceways and similar framing as required. H. Framing: 1. Double all trimmers and headers framing openings or provide lumber of equivalent cross section. Support each end with proper sized framing anchors unless adequate bearing is provided through other means. Support tail joists with proper sized framing anchors. 2. Provide double top plate, overlap at corners and intersections with all partitions. Offset end joints 4 feet minimum. 3. All studs shall have full bearing on a plate or sill not less than 2 inches in thickness, and having a width not less than that of stud. 4. Effectively brace all main cross stud partitions, by an approved method, at each end or as near thereto as possible, and at a maximum 25 feet of length. 5. Provide all openings in bearing walls with minimum 4 x 10 Douglas fir No. 2 header, with minimum bearing of 1 -1/2 inches for full width. 6. Provide fire stopping, of non - combustible material or 2 inch nominal wood members, to cut off concealed openings (both vertical and horizontal), to form an effective barrier between roof or attic space, and as follows: a. Around vent pipes, ducts, and similar penetrations at ceiling levels which afford a passage for fire. 7. Provide metal nail plates in all locations where plumbing or wiring comes within 1 -1/4 inch of the edge of any stud. 8. Frame stud partitions containing plumbing, heating, or other pipes, and space framing to provide proper clearance. Where a partition containing such piping runs parallel to framing double, space, and bridge framing to permit passage of piping. Where such piping is placed in or partly in a partition requiring cutting of soles or plates provide metal ties minimum 1/8 inch thick and 1 -1/2 inch wide. Fasten across and to each side of opening with not less than 4 - 16d nails. 9. Provide solid wood blocking for all wall mounted or wall supported items and accessories. Confirm locations with Owner or Architect prior to application of covering materials. 10. Provide blocking or bracing as required to make interior walls rigid. I. Nailing: Conform to UBC Table 23- II -B -1 for all nailing unless otherwise noted. 1. Staples or other power driven fasteners, with equivalent capacity of fasteners shown or specified, may be substituted only with prior written approval of Building Official and Architect. Division 6 - 2 whol. yaw .titir0.40ixraAtRAPAcVi#t+Y"w', tf {ku�;it{ yi i`.3C.rlt+fn��:l �rdiC'�Sf !a32R0*.0,��'!�".rNi+�uF T,3 :':u?e>uatt STEVEN NGUYEN DDS TUKWILA, WA SECTION 06200 - FINISH CARPENTRY A. Comply with AWI "Quality Standards for Architectural Woodwork," Custom Grade requirements. B. Interior Woodwork: Match existing unless otherwise noted. C. Installation: 1. Cope internal corners and miter external corners at all standing and running trim. 2. Provide running trim in as long lengths as practical. Make splices with 45 degree scarfed end joints. 3. Install materials straight and true. Tightly butt ends of trim. 4. Securely fasten materials to supporting substrate, countersink nails and fill nail holes. SECTION 06410 - CUSTOM CABINETS A. Comply with AWI "Quality Standards for Architectural Cabinets," Custom Grade requirements. Flush overlay construction. B. Submittals: Shop Drawings, Product Data, and Samples required. C. Cabinet Doors, Drawer Faces, and Filler Panels: Plywood, or particle board, 3/4 inch thickness. Provide solid edging. D. Cabinet Bodies and Shelves: Melamine overlay particleboard with heat bonded PVC edging. Countertops: Plastic laminate with self edge. Color and pattern as selected. Fabricate with plastic laminate backing sheet. DIVISION 6 WOOD AND PLASTICS F. Finish Hardware: Cabinet hardware AWI Standard and as shown and specified. Provide drawers with Accuride full extension slides. Provide multiple drilled holes and plastic or metal pins for adjustable shelves. Do not install cabinets until all painting, finishing, and overhead Work is complete in the spaces to receive cabinets, and temperature and relative humidity are stabilized and conditions are representative of the finished facility. H. Test and adjust all items of equipment for satisfactory operation. I. Adjust hinges so doors hang straight. END OF DIVISION 6 Division 6 - 3 ?Y' Akf"41. •'u:J.s.ti.+al4Lti V".t."'(Y.4%�.1;" t:;tub.tRANE �. "i�s�tizlaX�ssf- i�tr'� s "'ri:kia'eidtdtiis .;G: ;:c � , ...•••� � ' STEVEN NGUYEN DDS TUKWILA, WA SECTION 07260 - VAPOR RETARDERS A. Vapor Retarder: 6 mil polyethylene sheeting. Tape: Pressure - sensitive neoprene or vinyl - chloride rubber adhesive and tape. Slab Casting Base: Clean, dry, naturally occurring, pea gravel, free from wood waste and organic material. B. C. SECTION 07900 - JOINT SEALERS A. Comply with SWI "Sealants: The Professionals' Guide." DIVISION 7 - THERMAL AND MOISTURE PROTECTION DIVISION 7 THERMAL AND MOISTURE PROTECTION Install vapor retarder over slab casting base, placed over compacted sub -base at concrete floor slabs specified in Section 03300. Lap 12 inches and tape all edges. Turn up at edges and secure to foundations or footings. Fix and seal around pipes and conduits. Provide interior calking and sealing of joints as required to seal perimeters of all openings in walls, and as required to weatherproof the building. Provide calking and sealing wherever required to prevent light leakage and sound penetration, as well as moisture intrusion. Interior Sealant: Acrylic -latex water -base sealant, Chem -Calk 600, or equal. Sanitary Sealant: Mildew- resistant silicone rubber sealant, General Electric "Sanitary Sealant," or equal. END OF DIVISION 7 Division 7 -1 G. Glazing: PPG Industries, Inc., as shown on Door Schedule. Glass and glazing shall conform with applicable requirements of UBC Chapter 24. STEVEN NGUYEN DDS DIVISION 8 TUKWILA, WA DOORS AND WINDOWS SECTION 08210 - WOOD DOORS A. Re -use existing doors where possible. B. Pre - finished doors manufactured by Weyerhaeuser Company, Algoma Hardwoods, Inc., Western Oregon Door Company, Inc., Vancouver Door Company, will be acceptable subject to conformance with specified requirements. C. Provide Custom Grade solid -core flush, and glazed doors as shown. D. Provide doors factory pre - finished, and prepared for hardware specified in Section 08700. E. Door Faces: As scheduled on Drawings. F. Edge Bands: Match door faces. SECTION 08700 - HARDWARE A. Comply with UBC, Chapter 10. DIVISION 8 - DOORS AND WINDOWS B. Manufacturers: Provide products to match existing products are identified by hardware designation numbers of the following: 1. Hinges: a. Listed: Hager. b. Approved Substitutions: McKinney, Stanley. 2. Lock Cylinders: a. Listed: Schlage. b. Approved Substitutions: None. 3. Locksets, Latchsets, and Privacy Sets: a. Listed: Schlage. 4. Closers: a. Listed: Norton. 5. Wall and Floor Stops: a. Listed: Trimco. b. Approved Substitutions: Ives. Division 8 - 1 STEVEN NGUYEN DDS TUKWILA, WA DIVISION 8 DOORS AND WINDOWS 6. Threshold, Gaskets, and Sweeps: a. Listed: Pemko. b. Approved Substitutions: Reese, National Guard. 7. - Silencers: a. Listed: Trimco 229 Series. b. Approved Substitutions: Glynn- Johnson, GMF, and Ives. Finishes: Dull Chrome (US26D, 626) unless otherwise indicated. Key all locks and cylinders to master key as directed .by Owner. E. HARDWARE SCHEDULE HW 1: DOORS 1 AND 8. 3 EA HINGES EXISTING 1 EA LOCKSET AL80PD SAT 626 1 EA GASKET S44D 1 EA SWEEP 18061CP 36" 1 EA THRESHOLD 271A 36" FHSL25 HW 2: DOORS 3, 4, 5 AND 7. 3 EA HINGES EXISTING 1 EA LATCHSET AL10S SAT 626 1 EA WALL STOP 1270W 630 OR 1210 626 AS REQUIRED 3 EA SILENCERS 20 HW 3: DOORS 6 AND 12. 3 EA HINGES BB1279 4.5 X 4.5 US26D 1 EA LOCKSET AL53PD SAT 626 1 EA CLOSER PR8501 BF X AL 1 EA FLOOR STOP 1201 626 / 1270W AT DOOR 6 3 EA SILENCERS 20 HW 4: DOORS 9, 15 AND 18. 3 EA HINGES BB1279 4.5 X 4.5 US26D 1 EA LOCKSET AL80PD SAT 626 X MKD 1 EA WALL STOP 1270W 630 OR 1212W IF REQUIRED (DOOR 9) 3 EA SILENCERS 20 Division 8 - 2 STEVEN NGUYEN DOS TUKWILA, WA HW 5: DOORS 11 AND 14. 3 EA HINGES BB1279 4.5 X 4.5 US26D 1 EA LATCHSET AL1OS SAT 626 1 EA CLOSER 8501 BF X AL 1 EA WALL STOP 1270W 630 1 EA GASKET S44D HW 6: DOOR 10. HW 7: DOOR 13. ALL HARDWARE BY DOOR MANUFACTURER HW 8: DOOR 17. RE -USE EXISTING TOILET ACCESSORIES MEN END OF DIVISION 8 Division 8 - 3 DIVISION 8 DOORS AND WINDOWS 3 EA HINGES 1279 4.5 X 4.5 US26D 1 EA PRIVACY AL4OS SAT 626 1 EA WALL STOP 1270W 630 OR 1212W IF REQUIRED 1 SET LIGHT SEALS 335A X 336A 17' 1 EA DOOR BOTTOM 411 ARL 36" 1 EA THRESHOLD 271A 36" FHSL25 2 EA SOAP DISPENSER 8 -150 1 EA TOWEL DISPENSER B -262 1 EA T. P. DISPENSER B -6677 2 EA GRAB BARS B-490 LENGTHS AS REQUIRED WOMEN 2 EA SOAP DISPENSER B -150 1 EA TOWEL DISPENSER B -262 1 EA T. P. DISPENSER 8 -6677 2 EA GRAB BARS B-490 LENGTHS AS REQUIRED STEVEN NGUYEN DDS TUKWILA, WA DIVISION 9 - FINISHES SECTION 09110 - NON -LOAD BEARING WALL FRAMING Division 9 - 1 DIVISION 9 FINISHES A. At Contractor's option SUBSTITUTE wood framing specified in Section 06100, FOR Non -Load Bearing Wall Framing specified. B. Comply with recommendations of Metal Lath /Steel Framing Association (MLSFA) "Specifications for Metal Lath and Furring." C. Materials: 1. Metal Studs: 25 gage minimum galvanized steel, non- bearing, with punched webs and perforated flanges to receive screws. 2. Wide Flange Studs: 16 gage steel, with punched webs and perforated flanges to receive screws; paint with rust inhibitive primer. 3. Runner Tracks: 16 gage galvanized steel, un- punched. 4. Backing Plates: Steel sheet or plate of gages or thickness required or scheduled, galvanized or painted with rust inhibitive primer. 5. Channels: 16 gage steel, 3/4 inch furring channels and 1 -1/2 inch runner channels, painted. 6. Metal Furring: Roll formed 25 gage galvanized steel, hat shaped channels. 7. Fasteners: To suit stud, track, or channel gage. a. Sheet Metal Screws: b. 3/8 inch Type S pan head for fastening 25 gage material. c. 1/2 inch Type S -16 pan head cadmium plated for fastening wide flange studs, and similar 16 gage material. d. Powder - Actuated Devices: 1/4 inch diameter with 1 -1/2 inch concrete penetration as specified in Section 05500. e. Concrete Nails: Case hardened stub nails 3/4 inch long. 8. Wire: a. 18 gage soft annealed galvanized steel tie wire. b. 10 gage soft annealed galvanized steel hanger wire. c. 8 gage soft annealed galvanized steel hanger wire. 9. Welding Electrodes: AWS low hydrogen type, as required. 10. Miscellaneous Accessories: Manufacturer's standard, suitable for the intended use. D. Installation: 1. Secure studs to runner tracks with sheet metal screws to suit stud gage. 2. Install Work in accordance with applicable requirements of MLSFA, AWS, and ASTM C 754. 3. Limit tolerance for bow and alignment to 1/8 inch in 10 feet. 4. Use wide flange studs at partitions supporting plywood, at electric panels, backing plates, fire extinguisher cabinets, and free ends of partitions. 5. Use metal studs at interior partition framing supporting gypsum board not requiring wide flange studs. 6. Use wide flange studs at heads and jambs of door frames and at borrowed Tight openings. Stiffen as shown. STEVEN NGUYEN DDS TUKWILA, WA DIVISION 9 FINISHES 7. Furred Spaces: Provide metal furring or furring channels at 16 inch centers vertically or as shown. Fasten at top and bottom, and tie to horizontal furring channels at 4 foot centers. Fasten furring brackets to concrete with powder __actuated devices. 8. Partition Stiffeners: Provide horizontal furring channel stiffeners at 5 foot centers maximum vertically at all metal studs in interior partitions. 9. Provide backing plates as scheduled and detailed, of sufficient length to fasten each end to metal framing. Provide backing plate support for each point of fastening of any unit to be anchored. 10. Fasten runner tracks at 2 foot intervals and 6 inches from ends. a. To Concrete Slab: With powder actuated devices. b. To Wood Framing: With concrete nails. 11. Secure studs to runner tracks with sheet metal screws to suit stud gage. 12. Provide welded, bolted, or screwed connections as shown or required. 13. Partition Bracing: For partitions exceeding 10 feet in length provide two 10 gage wires, one each way perpendicular to plane of partition, at 10 foot centers maximum. Splay at 45 degrees vertically. 14. Install accessories and miscellaneous specialties to plumb, true, and level lines, including other materials furnished and located as part of the Work of other Sections. 15. Ceiling Furring: a. Space hanger wires at 4 feet maximum centers connected to wood framing with 3/8 inch by 3 inch long tie wire screw eyes. Space runner channels at 4 foot centers and saddle tie hanger wire top and bottom with 2 loops secured with no Tess than 3 tums around itself. b. Provide hangers within 6 inches of ends of runner channels. Provide runner channels within 6 inches of walls and partitions to support ends of metal furring. c. Lay out runner channels transverse to direction of joists where spacings permit. 1) Space metal furring for gypsum board at 16 inch centers. Saddle tie to runner channels with 2 loops of tie wire secured with no less than 3 tums around itself. SECTION 09250 - GYPSUM BOARD A. Comply with UBC, Chapter 7 and 25, and Gypsum Association GA 216 "Recommended Specifications for the Application and Finishing of Gypsum Board." B. Gypsum Board: ASTM C 36. 1. Type X where noted One -Hour, regular gypsum board elsewhere, at all walls, ceilings, and interior partitions where gypsum board is scheduled. Thickness, 5/8 inch. 2. Water Resistant (WR) Gypsum Board: ASTM C 630, for walls at Men and Women Toilet Rooms. 3. Draft Stops: Regular gypsum board, ASTM C 36, or plywood, 1/2 inch minimum thickness. Division 9 - 2 miiabgs.al;' +' mU�i;v1`. 'i3. .' 't } + + ,JJi t" STEVEN NGUYEN DDS TUKWILA, WA C. Accessories: Provide manufacturer's metal trim, taping, and finishing materials. Provide metal corner bead for all external corners and edge trim for all exposed edges. Provide PVC trim at windows. D. Fasteners: 1. Metal Support Systems: Type S, bugle head screws, sizes as recommended by manufacturer. 2. Wood Framing: Type W, bugle head screws 1-1/4 inch long. E. Acoustical Insulation: Owens - Corning Fiberglas Corporation, Noise Barrier Batts, ASTM C 665, 3 -1/2 inches thick. F. Install materials in accordance with Gypsum Association GA 216, manufacturer's instructions, requirements of regulatory agencies, and as shown. G. At gypsum board ceilings, apply gypsum board first to ceilings and then to partitions. Joints on opposite sides of same partition shall occur on different studs. Install gypsum board in moderate contact, not forced into place. H. Provide gypsum board, prefabricated or job cut, shrouds over fluorescent fixtures at suspended acoustical ceilings as required to comply with fire rating requirements. I. Provide metal trim at all intersections with exposed wood to receive transparent finish. J. Mask all exposed wood to receive transparent finish before application of any joint compound. K. Finishing: 1. Provide taping and finishing using proper hand tools such as broad knives or trowels with straight and true edges or mechanical tools designed for this purpose. 2. Seal all screw heads at WR board using waterproof sealer. 3. Apply joint compound at all joints, and metal trim in accordance with GA 216. 4. Reinforce all joints, corner beads and metal trim with tape. Center all tape on joint and seat in joint compound. Apply skim coat to cover tape. Allow tape to dry before second coat is applied. 5. Apply second coat of joint compound over embedding coat, cover tape and feather 2 inches beyond edges leaving joint flush. 6. When second coat is dry apply third thin coat of finishing compound feathered 2 inches beyond second coat. 7. Finish all nail, screw depressions, gouges, and scratches with 2 coats of joint compound. Leave surface of gypsum board flush and even. 8. Sand finish coat when dry to leave surface flush, smooth, and ready for painting specified in section 09900. L. With final application of joint compound and sanding, leave gypsum board surfaces uniformly smooth to comply with Northwest Wall and Ceiling Bureau Finish Level 4. Provide light dash texture finish for all exposed gypsum board. Division 9 - 3 DIVISION 9 FINISHES STEVEN NGUYEN DDS TUKWILA, WA DIVISION 9 FINISHES M. Prime paint gypsum board, with latex primer - sealer specified in Section 09900, after application of light dash texture coat. N. Acoustical Partitions: 1 Friction fit noise barrier batts in place until interior finish is applied. In areas where noise barrier batt insulation will be applied in heights over 8 feet provide supplementary support until interior finish is applied. Carefully fit insulation around outlets, junction boxes, and other irregularities. 2. Install gypsum board 1/4 to 3/8 inch above floor and fill resultant space with acoustical sealer. 3. Provide a minimum clearance of 1/4 inch along perimeters of penetrations, fill resultant space with acoustical sealer. 4. Achieve maximum sound insulation through careful installation in jointing, sealing, taping, and staggering of joints. Conform with ASTM E 497. 5. With final application of joint compound and sanding, leave gypsum board surfaces uniformly smooth and in condition to receive specified finishes. SECTION 09510 - ACOUSTICAL CEILINGS A. Submittals: Shop Drawings including layout of suspension system, locations and dimensions of access doors, and other items to be installed in suspended ceilings. B. Suspension System: Armstrong, Prelude, and Prelude Fire Guard; or approved; direct hung, electrogalvanized, 15/16 inch exposed T, with low sheen satin white enamel finish. UL Rated and non -rated as required. C. Acoustical Tile: Armstrong, Highspire, 567, 24" x 24" x 3/4" angled tegular lay -in. NRC 0.65. D. Install in accordance with manufacturers recommendations, ASTM C 636, and reviewed Shop Drawings. E. Seismic Restraints: Install in strict accordance with UBC requirements. 1. Spacing: a. For areas less than 96 square feet with no dimension exceeding 12 feet, no bracing required. b. For areas less than 96 square feet with a dimension exceeding 12 feet, provide bracing. c. For areas greater than 96 square feet provide 2 or more as required. 96 square feet maximum per brace. d. Maximum spacing 8 feet by 12 feet. e. Maximum distance from walls: Not more than'/ the bracing spacing in the direction perpendicular to the plane of the wall. 2. Seismic Wires: Four 12 gage galvanized steel wires splayed at 45 degrees vertically and spaced at 90 degrees to each other horizontally. Attach to ceiling support members within 2 inches of compression struts. Division 9 - 4 STEVEN NGUYEN DDS TUKWILA, WA F. Finished suspended ceilings shall not deviate from level in excess of 1/8 inch in 12 feet. SECTION 09650 - RESILIENT FLOORING A. Submittals: Samples of resilient tile and resilient sheet flooring. B. Resilient Sheet: Armstrong, Classic Corlon, 0.085 gage. Color and pattern as selected. C. Resilient Base: Burke, Johnsonite, rubber in conformance with FS SS -W-40a Type I, 0.080 gage, topset cove, 6 inches high. Colors as selected from manufacturer's standards. 3. Compression Struts: Steel section with L/R ratio of 200 maximum. Attach to overhead structure and ceiling support members with fasteners approved by regulatory agencies and as appropriate. Provide at seismic wire locations. _Compression struts shall not replace hanger wires. 4. Provide seismic wire supports at diagonal opposite corners of fluorescent light fixtures. . Reducers: Vinyl, tapered edge style, thickness to suit abutting floor covering material. Application Materials: Provide crack filler, leveling compound, primer, and adhesives as required and as recommended by floor covering manufacturer. F. Installation: 1. Apply application materials in accordance with manufacturer's instructions. Ensure that adhesives and patch compounds are kept at a minimum 70 degrees for 48 hours prior to installation. 2. Resilient Sheet: Install over underlayment specified in Section 06100. Lay out to minimize seams. Double cut all seams. Make seams under center of doors. Do not run seams through door openings. Provide fillet strip to form self -cove at base at all resilient sheet flooring. Trim top edge of self -cove base with metal "J" mold. 3. Roll resilient floors with a 75 or 100 pound roller. Roll floor in both directions. 4. Resilient Base: Install around perimeters of rooms and spaces shown and in toe spaces of casework. Use longest lengths practical to minimize number of joints. Firmly adhere resilient base materials to walls and permanent fixtures. Scribe and fit bases accurately to abutting surfaces. 5. Provide reducers wherever resilient flooring terminates at an opening or where there is an unprotected edge. Clean and polish resilient flooring materials as recommended by manufacturer's. Division 9 - 5 DIVISION 9 FINISHES STEVEN NGUYEN DDS TUKWILA, WA SECTION 09680 - CARPET DIVISION 9 FINISHES A. Installer Qualifications: Installer of at least 10 projects equal in yardage to Work specified. Minimum 5 years experience. B. Submittals: Shop Drawings showing seam layout. C. Materials: 1. Carpet: Furnished as specified in Section 01210 - Allowances. 2. Adhesive: Manufacturer's standard for underlayment specified in Section 06100. D. Examination: Prior to start of Work inspect all surfaces, verify that surfaces are clean, dry, sound, level, and free from oil, grease, wax or other foreign matter that would impair installation. E. Installation: 1. Provide glue down installation throughout. 2. Layout carpet to minimize seams, and parallel to traffic. Seam by trimming edges, buttering cuts with seaming cement, taping or sewing seams to provide sufficient strength for stretching. Provide edging wherever carpet abuts other floor materials. 3. Install carpet within allowable temperature range recommended by manufacturer. 4. Adhesive: a. Apply uniformly in accordance with manufacturer's instructions. b. Apply only to that amount of area that can be covered by carpet within the recommended working time of adhesive. c. Do not soil walls, bases, or adjacent areas. d. Promptly remove spillage. 5. Carpet: a. Install in accordance with seaming plans and manufacturer's instructions. b. Fit neatly into breaks and recesses, against bases, around penetrations, under thresholds, and around permanent cabinets and equipment. c. Seal all seams with latex seam sealing compound. d. Broom or roll to remove air bubbles and insure bond. e. Install edge strips where carpet adjoins resilient flooring. F. Cleaning: Remove spots and smears of cement from carpet immediately with solvent. G. Upon completion, vacuum with commercial beater bar type vacuum cleaner. Protect from soiling and damage until acceptance by Owner. H. Protect installed carpet from damage due to subsequent construction activities. Repair any damage to carpet due to Contractor's operations. Touch up finishes at baseboards resulting from carpet installation. Division 9 - 6 ,011, :.ar„ waiiterd.2u. 6;110 nto t:s STEVEN NGUYEN DDS TUKWILA, WA DIVISION 9 FINISHES I. At a time convenient to Owner, approximately 8 to 10 months after occupancy, or earlier if requested by Owner, repair open seams, loose edges, and any other faults which may have developed. If areas of carpet cannot be adjusted to satisfaction of Architect, replace with new carpet to match existing, at no additional expense to Owner. SECTION 09900 - PAINTS AND COATINGS A. Surfaces Not to be Painted: Materials with factory applied finish, hardware, finished metals, glass, plastic laminate, tile, resilient flooring, lighting fixtures, Code - Required labels. B. Unless otherwise shown or specified paint all surfaces exposed in the finished Work. Re -paint all existing walls and partitions. Re- finish all existing millwork. Comply with quality standards of Architectural Specification Manual (ASM), published by Specification Services, Inc., Seattle WA 98134 (206) 343 -7774. Architect is Specifying Authority. Inspection and Warranty are not required. D. Submittals: Color chips and sample brush -outs. E. Extra Materials: Furnish 5 gallons of each paint type and color used. F. Acceptable Manufacturers: Comply with ASM Section 7. G. Paint Systems: 1. Mechanical and Electrical: a. HVAC ducts and uncovered piping in finished spaces: Touch up damaged areas in shop coat with same material. Two coats alkyd satin industrial enamel, first coat thinned 8:1 with mineral spirits. b. Other exposed piping in finished spaces: One coat zinc chromate primer. Two coats finish used for adjacent surfaces. c. Pipe and duct covering: Two coats quick -drying wall sealer. (one coat may be omitted) One coat alkyd flat wall paint. d. Inside of ducts, visible from finished space. One coat black galvanized iron primer. One coat dull black paint. e. Miscellaneous: Finish registers, grilles, exposed conduit, electrical cabinets, and similar items to match adjacent surfaces. Division 9 - 7 6 .J U' 00 rn w . W =' J CO II-. w O -J u-< = 1 _ . Z t-: F= o. z l U 0. N . c.11-- 111 u j U ro ui z co. z , STEVEN NGUYEN DDS TUKWILA, WA H. Prepare surfaces in accordance with materials manufacturer's recommendations. Clean, remove foreign matter, patch holes, cracks, and imperfections with compound recommended by manufacturer of paint to be applied to these surfaces. Bring all areas to be painted to true, even surfaces. I. On smooth surfaces carefully sand all finishes for good adhesion of subsequent coats. J. Apply putty, caulk, or spackle after surfaces are primed and primer is dry. Spot prime areas as required. h 2. Interior: 15 percent of total area will consist of deep colors which may require one additional coat in addition to coats specified. Install 50 square feet of each wall color for approval before proceeding. - Exposed wood: Where paint is scheduled. One coat alkyd primer. Two coats interior semi -gloss alkyd. b. Gypsum board, typical: One coat alkyd primer - sealer tinted to match final color. Two coats semi -gloss alkyd stippling enamel. Provide sample roller stipple texture on wall surface for approval prior to proceeding with final coat. c. Exposed hardwood to receive natural finish: Two coats catalyzed lacquer. 3. Tint all pigmented undercoats to approximately same shade as final coats. Noticeably decrease depth of shade in successive coats. Apply materials evenly, free from sags, runs, crawls, holidays, or defects. Mix to proper consistency, brush out smooth, leaving minimum of brush marks; material shall be flowed on. Avoid lapping material on adjacent surfaces. L. Apply paint by brushes, roller, or spray; sheepskin daubers may be used to reach surfaces which are inaccessible to paint brushes. M. Tint all pigmented undercoats to approximately same shade as final coat. Noticeably decrease depth of shade in successive coats. N. Cleaning: On completion carefully clean all glass, hardware, and similar surfaces to remove all misplaced paint and stain spots or spills. Leave Work in condition acceptable to Architect. END OF DIVISION 9 Division 9 - 8 .rCp 1441. MM1hN .010411004M11.4M411 M.i DIVISION 9 FINISHES Uwe STEVEN NGUYEN DDS TUKWILA, WA DIVISION 10 - SPECIALTIES SECTION 10160 - METAL TOILET COMPARTMENTS A. Toilet Compartments: Floor supported, overhead braced, Sanymetal "Academy," sizes and locations as shown. Provide all hardware, fittings, and fasteners. Provide combination coat hook and bumper in each toilet compartment. B. Urinal Screens: Floor supported, Sanymetal Type BX. C. Installation: 1. Install in accordance with manufacturer's instructions and reviewed Shop Drawings. 2. Provide fasteners suitable for attaching to adjacent surfaces. 3. Conceal evidence of drilling in finished Work. 4. Adjust pilaster shoes to fit flush with adjacent surfaces. D. Adjust hardware for proper operation. Set hinges to hold doors ajar when not latched. SECTION 10400 - IDENTIFYING DEVICES A. Interior Signs: System 2/90, Inc., Grand Rapids, MI (616) 949 - 4310), local distributor, Janet Stan (206) 455 -2677. Thin rails, round corner end caps, typestyle "ITC Eras Medium, screw attachment. Colors as selected. B. Comply with current ADA guidelines including braille, size, and mounting height. Verify locations and height on site with signs prior to installation. C. Install in accordance with manufacturer's instructions and as shown. Provide screw attachment as recommended by sign manufacturer for substrate involved. SECTION 10520 - FIRE PROTECTION SPECIALTIES A. Submittals: Manufacturer's data for materials, fabrication, colors and finishes, installation details, and maintenance instructions. B. Fire Extinguisher Cabinets: Potter - Roemer, Alta Series No. 7023- DV -6 -VR, or approved, semi - recessed steel, white polyester finish, duo - vertical acrylic panel door with cam latch and vertical red lettering. C. Fire Extinguishers: Potter - Roemer No. 3005, or approved, UL 2A:10B:C, 5 Ib. ABC multi- purpose dry chemical type. D. Install cabinets plumb, level, at location shown and at height acceptable to authorities having jurisdiction. E. Install extinguishers with wall -hung brackets at locations and heights shown and acceptable to authorities having jurisdiction. • Division 10 -1 DIVISION 10 SPECIALTIES STEVEN NGUYEN DDS TUKWILA, WA SECTION 10810 - TOILET ACCESSORIES F. Submittals: Manufacturer's product data and installation instructions. G. Provide toilet and bath accessories as shown on hardware schedule. H. Installation: 1. Verify wall openings for correct dimensions, plumbness of blocking and frames, and other preparation that would affect quality of installation. 2. Provide solid blocking, as specified in Section 06100, for all wall mounted or wall supported items. Blocking for grab bars shall be adequate to meet requirements of Washington State Barrier -Free Regulations and Uniform Federal Access Standards. 3. Install in accordance with manufacturer's recommendations, mounting heights as recommended by manufacturer and as required by Washington State Barrier -Free Regulations and ADA. 4. Finish of exposed fasteners shall match items secured. 5. Fit flanges of accessories snug to wall surfaces. 6. Adjust accessories for proper operation. Schedule: See Hardware Schedule. END OF DIVISION 10 Division 10 - 2 DIVISION 10 SPECIALTIES STEVEN NGUYEN DDS TUKWILA, WA DIVISION 15 - MECHANICAL SECTION 15010 - BASIC MECHANICAL REQUIREMENTS i... z. A. Summary: c g. 1. Provide a complete, bidder design, working installation with all equipment 6 D required for proper operating condition. Documents do not undertake to show o o or list every item to be provided. When an item not shown or specified is ' vi w clearly necessary for proper operation of equipment shown or specified, ►� - provide an item which will allow the system to function properly at no increase o a in Contract Sum. w 2. Provide Drawings, Specifications, and Product Data for Architect's approval g before commencing any Work. Obtain required permits, paid for by Owner. w N d : 3. Provide as -built drawings of all piping, ductwork, and equipment installation. � w . B. Submittals: z 1. Submittals shall be in accordance with Section 01330 and as specified. w o 2. Forward all submittals together, at one time. Individual or incomplete o submittals are not acceptable. c) 3. Identify each item by manufacturer, brand, trade name, number, size, rating, or o whatever other data is necessary to properly identify and review materials and w w equipment. . p u ; C. Regulatory Requirements: Nothing in the Drawings or Specifications shall be w z, construed to permit Work not conforming to applicable laws, ordinances, rules, or v - regulations. z SECTION 15050 - BASIC MECHANICAL MATERIALS AND METHODS A. General: 1. Run all piping concealed in finished areas unless otherwise noted. Arrange piping to avoid interference with light outlets, fixtures, ductwork, and other obstructions. 2. Allow sufficient space for the proper installation of pipe covering. Allow for expansion and contraction of all piping including run -outs, branch takeoffs, hanging and anchoring, and as shown. 3. Valve each removable or replaceable item of equipment. Install all valves completely accessible for service and repair. 4. Install valves with stem horizontal or above the horizontal. 5. Provide unions at each pipe connection to equipment and where necessary to disconnect piping for repairs. 6. Provide suitable hangers for all piping. Provide all anchor bolts required for securing any part of the Work. 7. Provide steel pipe sleeves through concrete construction. Wherever concealed piping passes through floors or walls pack annular space with non - combustible material to serve as a fire stop. Division 15 - 1 DIVISION 15 MECHANICAL TUKWILA, WA STEVEN NGUYEN DDS B. Materials: 1. Steel Pipe: Welded or seamless, ASTM A 120 or ASTM A 53. 2. Unions: Grinnell, Walworth, Kuhns, ground joint malleable type, match pipe in -which installed. 3. Valves: Crane, Stockham, Walworth, rising stem with union bonnet, rating 125 psi wsp minimum. 4. Valves in Copper Tubing: Chase, Mueller, Nibco, with bodies for soldered joint end connection. 5. Copper Tubing and Fittings: a. Manufacturer: Mueller, Chase, Anaconda. b. Tubing: Hard - drawn, Type L and Type K as specified. c. Fittings: Bronze castings or seamless wrought copper, soldering pattern. d. Solder: Tin - antimony 95 -5 for all joints, or high temperature silver solder where noted. C. Testing: 1. Water Piping: Test by hydrostatic pressure at least 1 -1/2 times maximum operating pressure, but not less than 100 psi, for a minimum of 24 hours. Use only potable water for testing. 2. Waste, and Vent Piping: Fill with water to highest point in each system with all air removed. 3. Natural Gas Piping: Test with compressed air, 15 psi minimum for 2 hour duration during which pressure shall not drop over 0.1 psi. 4. Air Supply and Distribution System: Perform operational test, not less than 4 hours duration, prior to commencement of air balancing. 5. Temperature Regulation: At completion of the Work test all temperature regulation equipment under operating service, by qualified engineer in the employ of the manufacturer. Following testing and adjusting submit manufacturer's signed certification that equipment has been put in perfect operating order. 6. Motor Driven Equipment: Test all motor driven equipment for proper rotation. Test and record amperage, and correct all conditions where motor overloading occurs. SECTION 15080 - MECHANICAL INSULATION A. Insulation, Jacket and Adhesive Materials: CertainTeed, Manville, Owens - Corning, conforming to requirements of NFPA 90A, ASTM C 547, and ASTM E 84. Maximum UL flame spread classification of 25 and smoke developed rating of not more than 150, (25 flame and 50 smoke when used in return air plenums), when tested in accordance with UBC Standard 8 -1. B. Domestic Water Pipe Covering: Premolded phenolic foam, urethane foam, or glass fiber, 1/2 inch thick for cold water, 1 inch thick for hot water. Provide general purpose vapor barrier jacket on cold water piping. C. Duct Insulation: Provide insulation on supply air ducts from outside air louver connection to point of discharge at grille. Division 15 - 2 DIVISION 15 MECHANICAL STEVEN NGUYEN DOS TUKWILA, WA DIVISION 15 MECHANICAL SECTION 15400 - PLUMBING FIXTURES AND EQUIPMENT A. Comply with Uniform Building Code and Uniform Plumbing Code. B. Submittals: Shop Drawings and Product Data. C. Plumbing Fixtures: Refer to Plumbing Fixture Schedule. Include faucets, traps, stops, and other fixtures, trim and accessories required for complete and finished installation. D. Sanitary Drains: 1. Soil and Waste Piping Above Ground: PVC, ASTM D 2665, Schedule 40. 2. Soil and Waste Piping Below Ground: ABS, ASTM D 2661, Schedule 40, no pipe smaller than 2 inches. Domestic Hot and Cold Water Piping and Fittings: 1. Inside Building: Type L hard -drawn copper. 2. Below Ground Under Building: Type K hard -drawn tubing with all joints silver soldered. 3. Air Chamber: Provide at each connection to plumbing fixture, same size as connection. Minimum length 16 inches, except 24 inches at flush valves. 4. Provide circulating hot water system for immediate hot water throughout. F. Natural Gas Piping: 1. Pipe: Schedule 40, black steel, for 125 psi, conforming to ASTM A 120. Mill coated with Scotchkote No. 202 hydrozide epoxy resin, or equal. 2. Fittings: Threaded, welded or flanged, compatible with pipe and installation requirements, 125 psi. 3. Field Coating: Field coat all fittings and un- coated pipe, after testing, with Scotchkote No. 302 -100 percent solid epoxy, apply in accordance with manufacturer's recommendations. G. Cleanouts: Provide at all locations required to clean piping, including end of main drain, base of all vertical stacks, at crosses, and elsewhere as required by codes and ordinances. Full size of piping served, accessible for use with conventional cleaning equipment. Provide brass Tugs, with graphite lubricant on threads. H. Floor Drains: Josam, Zum, Wade, double drainage type complete with flashings, clamps, and traps. Provide trap primer at each floor drain to maintain water seal. At hot water tanks provide funnel type floor drains. Insulate supply lines with 3/4 inch thick pre- formed foam insulation at unheated spaces, including attics and exterior wall cavities. J. Provide all piping, fittings, valves, and other items for a complete natural gas system. K. Plumbing Fixtures: Provide fixtures and fittings to match existing except as noted on Drawings. Division 15 - 3 z OO No . • w =: w O LL ¢: _. z �. Z o. U o 1- w w . 1O z 0 =. z fl STEVEN NGUYEN DDS DIVISION 15 TUKWILA, WA MECHANICAL SECTION 15700 - HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT A. Provide design, heat Toss /gain calculations, ductwork and equipment layouts and properly sized equipment to meet design criteria. Provide minimum 10 percent reserve capacity. B. Comply with Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Washington State Non - Residential Energy Code. Provide data required for energy requirements by the City of Tukwila Building Department. Submittals: Shop Drawings, Product Data, and design and heat Toss calculations in compliance with regulatory requirements. Heating and Cooling System: Revise existing system to meet new room arrangements and uses. Add equipment as required to adequately heat or cool spaces. Provide sufficient zones to maintain 3 degree F maximum temperature variation throughout. Controls: Programmable, 7 day solid state thermostat. Ductwork: Conform with ASHRAE Guide and Data Book, and SMACNA Duct Manual. Provide galvanized sheet metal, fiberglass ductboard, or flexible duct. Insu- late ductwork at unheated spaces. Diffusers, Grilles, and Registers: Aluminum or steel with factory baked enamel finish, color as selected. Coordinate locations with Work of other Sections. END OF DIVISION 15 Division 15 - 4 1- • o w RC 5 Jo o O ° Cnw: w = J H w o J co n w : z �; I.- o z �-: w w; ° D ° .off' w W•. GI H V' r. O . w z. U (n 0 z ▪ r- . STEVEN NGUYEN DDS TUKWILA, WA DIVISION 16 - ELECTRICAL DIVISION 16 ELECTRICAL SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS A. Summary: 1. Provide a complete, bidder design, working installation with all equipment required for proper operating condition. Documents do not undertake to show or list every item to be provided. When an item not shown or specified is clearly necessary for proper operation of equipment shown or specified, provide an item which will allow the system to function properly at no increase in Contract Sum. 2. Provide Drawings, Specifications, and Product Data for Architect's approval before commencing any Work. Obtain required permits, paid for by Owner. 3. Provide as -built drawings of all wiring and equipment installation. B. Regulatory Requirements: Nothing in the Drawings or Specifications shall be construed to permit Work not conforming to applicable laws, ordinances, rules, or regulations. C. Submittals: 1. Submittals shall be in accordance with Section 01330 and as specified. 2. Forward all submittals together, at one time. Individual or incomplete submittals are not acceptable. 3. Identify each item by manufacturer, brand, trade name, number, size, rating, or whatever other data is necessary to properly identify and review materials and equipment. SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS A. Report any conflicts in design: 1. Locate switches on latch side of door swings. 2. Conflicts with pipes, ducts, or equipment. 3. Conflicts with cabinets and counter locations. B. Notify Architect at time of electrical rough -in and before cover. Review electrical Work with Owner and Architect before cover. C. Comply with National Electrical Code and with rules and regulations of serving Utility Company. D. Provide UL listed or labeled equipment and materials for all items which carry UL listings or labels. E. Arrange with serving electrical and telephone utilities to provide their respective services. Owner will pay all related fees. F. Verify sufficient size service. Extra cost for added power will be paid by Owner if required after bidding, (do not include any change of service in bid). Division 16 -1 STEVEN NGUYEN DDS TUKWILA, WA G. Raceways: 1. Electrical Metallic Tubing (EMT): Above grade, except service entrance risers. Electro- galvanized steel, 0.5 inch minimum size with compression or set screw _type couplings and connectors. At outdoor conditions provide rain -tight type steel compression couplings and connectors. 2. Galvanized Rigid Steel Conduit (GRS): Service entrance elbows and risers. Hot - dipped galvanized with threaded couplings and connectors, 0.75 inch minimum size. 3. Polyvinyl Chloride Conduit (PVC): Below grade, except service entrance elbows and risers. Heavy -wall (Schedule 40), flame - retardant, suitable for use with 90 degree C cable, shall not distort from heat it will encounter, resistant to low temperature and sunlight effects, impact, and crushing, 0.75 inch minimum size. Provide conduit system fittings, couplings and similar items of same manufacture as conduit. 4. Flexible Metal Conduit (FLEX): Final connections to vibrating equipment and for fixture whips. Galvanized steel or aluminum. At wet or damp areas provide liquid tight galvanized steel with suitable outer cover. Minimum length 18 inches, minimum size 0.5 inches. Fixture whips may be 0.375 inches. 5. Under Floor Raceways: Walker No. 2 Duct and No. 4 Duct with Walker Source II dual flush service fittings. Provide all required fittings and accessories. Ducts shall have pre - punched openings at 2 foot intervals with preset inserts suitable for dual flush service fittings. 6. Wireways: Lay -in type, with standard knockouts, screw covers for full channel access and necessary fittings, connectors, supports, and similar items. Provide wireways of sufficient size to accommodate required number of conduits and cables. Provide steel barriers to separate circuits as shown or required. 7. Provide below grade telephone, computer, alarm, spare, and similar raceways with suitable pull wires or ropes. H. Boxes: 1. Indoor: Standard galvanized steel type. 2. Exterior: Threaded, rigid body type, cast aluminum or galvanized steel. 3. Switch, and Outlet Boxes: Single or ganged to accommodate required number of devices. 4. Junction and Pull Boxes: Sized as required. 5. Alarm System Boxes: In accordance with alarm system requirements. Provide 1/2 inch EMT to accessible location above ceiling. 6. Telephone and Computer Boxes: Single or ganged to accommodate required number of outlets. Provide 1/2 inch EMT to accessible location above ceiling. 7. Switch, outlet, telephone, computer, and similar boxes shall be single or ganged to accommodate required number of devices. Flush mounted boxes shall be minimum 2 gang size, 2 inches deep if containing more than a single device. Provide boxes with plaster rings and proper covers or wall plates. 8. Junction and Pull Boxes: Sized as required by NEC, 4 inch minimum size, square or octagonal as required, 1.5 inches deep. Provide full access screw covers. Division 16 - 2 DIVISION 16 ELECTRICAL z z z `. r4 2 6 J U O co 0 CO • u. w O u. = • a F- z I ... H- O w �-. (;) o I - ww: • U u Z U N z STEVEN NGUYEN DDS TUKWILA, WA K. Telephone Terminal Board: Plywood, 3/4 inch thick, 4 feet wide by 6 feet high minimum. Edge band with 1/2 inch hardwood on exposed edges. DIVISION 16 ELECTRICAL Wire and Cable: 1 Feeder and Branch Circuit Cable: Single conductor copper with 600 volt type XHHW or THWN/THHN insulation. Minimum conductor size No. 12 AWG. Provide stranded conductors for No. 10 AWG and larger. 2. Provide annealed copper conductors, NMB, insulated, 600 volt rating. Provide stranded conductors for No. 10 AWG and larger. Aluminum conductors not acceptable. 3. Line Voltage Control Cable: As specified for Feeder and Branch Circuit Cable except No. 14 AWG. 4. Low Voltage Control Cable: Color coded, multi- conductor as specified for feeder and branch circuit cable, No. 20 AWG minimum. 5. Keep taps and splices to a minimum. Make taps and splices in #8 AWG and smaller with spring type wire nuts. Taps and splices in larger cables will not be allowed. 6. Cable pulling compounds shall not have any damaging effect on insulation. Grounding: 1. Grounding Conductors: Bare, stranded, soft drawn copper wire. 2. Equipment Ground Conductors: Provide electrically continuous metal raceway. Where PVC or FLEX conduit is used run ground cable, sized same as largest circuit conductor with the circuit conductors. Panelboards: 1. Panelboards: Industrial /commercial type, dead - front, circuit breaker type with hinged door. 2. Busses: Copper or tinned aluminum with solderless pressure type connectors and Tugs. 3. Circuit Breakers: Bolt -on, molded case, thermal magnetic, quick make -quick break type with trip indicating handles. Multi -pole breakers shall be single - handle, common trip. Tandem breakers shall not be used. 4. Separately Mounted Circuit Breakers: As specified in paragraph K. 3. Surface mount in a proper enclosure, suitable for use as service entrance equipment where applicable. Provide line, Toad, neutral, and ground lugs as required. Provide solderless, pressure type cable terminals suitable for copper or aluminum wire. 5. Nameplates: Where function of the separately mounted circuit breaker is not immediately obvious from its location identify all disconnects with laminated plastic nameplates, black face, white core, engraved with minimum 0.125 inch high letters to identify function of device. M. Bus Gutters: 240 volt, 4 wire with copper or tinned aluminum bus, with solderless, pressure type line and load lugs. N. Disconnect Switches: 240 volt, general duty, horsepower rated safety switches. Provide switches with easily recognizable handle, lockable in the OFF position, operable from the front and in control of disconnect with door open or closed. • Division 16 - 3 STEVEN NGUYEN DDS TUKWILA, WA O. Fuses: Dual element, current limiting, 250 volt. P. Switches and Receptacles: Commercial grade, Leviton, or Hubbell, silent type switches, with matching cover plates, finishes to match existing. 1. Three Way Switches: As shown. 2. Dimmer Switches: Lutron Skylark SP, preset slide -type. re 2 3. Receptacles: Grounding type, with matching cover plates. GFI type at locations as required by code. o 4. Provide telephone and computer outlets with suitable coverplates. co o Lu Q. Nameplates: Identify all panelboards, disconnect switches, motor starters, and co similar electrical devices with laminated plastic nameplates, black face, white core, w o engraved with minimum 0.125 inch high letters to identify function of device. 2 �. Q I d Fw Z �. I- o . Z I 2 • o o O I•- I- - U ' �- o ..z U - . 0 z_ R. Installation: 1. Run raceways throughout concealed in walls, above ceiling or below floor, with all devices, fixtures, equipment and similar electrical items flush mounted. 2. Flush mount panelboards with all wiring concealed. 3. Install equipment, cabinets, boxes, fixtures, and similar electrical items plumb and true, firmly supported in accordance with manufacturer's instructions or as directed. 4. Mounting heights and location of similar equipment and devices shall be consistent. Locate special purpose items conveniently for purpose intended. 5. Locate switches 6 inches from door casings (except on center in spaces less than 12 inches), 42 inches to centerline above finish floor. 6. Install raceways straight, plumb and true. Run exposed raceways parallel or at right angles to walls and structural members. 7. Provide individual isolated power circuit to each computer, alarm panel, or similar electronic equipment unit. 8. Branch Circuits: Run from outlet to outlet, fixture to fixture, device to device. Run all homeruns exactly as shown unless otherwise approved. 9. Install disconnect switches, circuit breakers, and similar items, so that grip of operating handle, when in its highest position, is not more than 6.5 feet above floor or operating platform. 10. Prior to rough -in mark or otherwise show location of all devices. Obtain approval of locations of each prior to installation of boxes, raceways, and similar items. 11. Where allowed size holes and penetrations in studs, joists, and other structural members for raceways and cables to allow for a tight fit. 12. Tightly fit raceways in couplings, connectors, boxes, and similar items to provide an electrically continuous low resistance ground fault return path. Make up threaded joints with 5 threads fully engaged, minimum. 13. Bury underground conduits, not under concrete floor slab, between 24 and 30 inches below finish grade. Seal or plug at both ends. Solvent weld PVC conduit to prevent entrance of moisture. 14. Enclose all wire and cable within raceway system. Open cable wiring approved for the purpose shall be permitted for Class 2 signal and control circuits, telephone cable, computer cable, and similar wiring, when run in an accessible location above ceilings. Division 16 - 4 DIVISION 16 ELECTRICAL _- -•- -_ .... --..... ��. us�u�a_ wa�vmsnw�tcr�us�• �,:• ruxvm�. msrR�ar��?�. �r�s�, ���titiri '��� ",�2�,7�'+�.4.'yt"_tt!� STEVEN NGUYEN DDS TUKWILA, WA 15. Make conductor connections with connectors of the proper size and type. Make compression connections with correct number of crimps, or correct tightening torque for mechanical connectors in accordance with manufacturer's ._recommendations. Take care not to nick conductors during insulation removal. 16. Develop and use consistent color coding system, or tag each cable at each end with wire number and circuit identification. Neatly bundle cables at pulling points by circuit. 17. Keep taps and splices to a minimum. taps and splices are not allowed in control, alarm, computer, and similar cable without prior approval. 18. Service and feeder cables, including panels with branch circuit breakers open, shall have insulation resistance to ground measured with other phases grounded after all splices and terminations are made. Measure insulation resistance using 500 volt megger, minimum resistance 1.0 megohm. Branch lighting and general purpose receptacle circuits do not require insulation test, functional tests only are required. Test all receptacles for correct connection using suitable receptacle tester. 19. Test to verify continuity of ground system and all ground fault paths. 20. After completion of grounding system measure resistance of grounding network to earth using ground megger. Minimum ground earth resistance, 25 ohms. If ground earth resistance is higher than 25 ohms provide additional ground rod. S. Testing: Upon completion of the entire electrical system test all equipment and electrical systems for functional operation, including all intended modes and sequences of operation. All systems shall test free from shorts, grounds and shall be without mechanical and electrical defects. SECTION 16500 - LIGHTING A. Lighting Fixtures: Refer to Lighting Fixture Schedule. Provide UL listed or labeled fixtures. Provide lamps for all fixtures. B. Fluorescent Ballasts: 120 volt, high power factor, Class P (protected) type, manufacturer's most energy efficient full light output design, Class A sound rating. Conform to CBM Standards and identified with a CBM -ETL label. C. H.I.D. Ballasts: 120 volt, high power factor, Class H insulated. D. Incandescent Lamps: Rated 130 volt. E. Emergency Lighting Power Units: Self contained, designed to provide power to fixtures automatically and instantaneously upon failure or interruption of normal electric power for a minimum of 90 minutes. Power source; 6 volt, rechargeable, maintenance free, sealed, spill -proof lead- calcium battery system. F. Lighting Fixture Schedule: Division 16 - 5 DIVISION 16 ELECTRICAL STEVEN NGUYEN DDS TUKWILA, WA SECTION 16720 - ALARM AND DETECTION SYSTEMS A. Revise existing fire alarm system as required to comply with applicable regulatory requirements. System shall be approved by City of Tukwila. END OF DIVISION 16 Division 16 - 6 DIVISION 16 ELECTRICAL August 9, 2001 Bob Champion 3802 Colby Ave Everett, WA 98201 Sincerely, r Anth y J. Basile Project Engineer Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 (425) 339 -0293 Subject: Roof Beam Designs at 15668 W Valley Highway, Tukwila, WA SDA Job # 21350 To whom this may concern: At the request of Bob Champion, this office reviewed the subject office building for the removal of bearing walls. This 96' by 49' single story office building utilizes 2x10 roof rafters at 24" on center to support torched -down roofing. There are (4) air conditioning unit mounted on the roof between the bearing walls to be removed. Typically, the roof rafters run North and South except in the furthest West portion of the building where the rafters run 14 -feet East and West. The bearing walls may be removed and supported with beams, posts, and footings as shown on the attached sketch. Temporary shoring must be put in place prior to removal of any bearing wall. Note that vents from the air conditioning unit penetrate the bearing walls. The beam framing must accommodate this situation. The beams supporting this area may be dropped to run under the vent lines and solid block is required from the roof rafters to the top of the beams as shown in Detail 1. Please contact this office if you have any questions concerning this report. DEL V. 30301Z -..Z' .6 iZ' :-,6'. XJz „ - !C F7:6 .:.. - iv/ CZ)f E. c..). 3'IF70..Bvfl N OTE SHIJH /11 TO FIT LC GJ'S i /1"LY WOOL S !Iir . Z "//6x l /AP5L 303017_ •c � 1 _ • 303D)L Y4x II Y.fPSL 31 ill L ii Lk4XIIY #P 4 z 4 lic P O�� Q 4.• X6- BEAM FKAI1 XIG PLAN SCAM”: r8 tILL3 ,L13 125 L -_ FARAL A" *Ux / /f1 30301 30302 3030/2_ Y.4-)e /I HUZ- 7SS/ /Zmax N Bbb LUS4 /b Z7ICY II Y4 r5L HOS 4/0 303Oil f Dl3 STUD NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DEL STUD • t 1 SOLID BLOCK A11301.1,1 WA) CEN11167 5P41.4) 5 Y44 IIY4 PS) • OAP TILLS XERlin AS ego Esa4572N6 VENT OnsA0 / 13 CAIN 5441,6: 11/2:1 • BEAM. 43 141/6E0 10 d • NAZIS, CZ PLAts illoST PEK FeAll 5 ' '• . 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Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 Rev: 510302 U er: K. 0603169, Ver 5,1.3,22496.1999, Mi3.2 (..) 1963.99 CNCRCAIC Description General Information - ,were Section Name PrIIm: 2.6875x11.25 Beam Width 2.688 in Beam Depth 11.250 in Member Type Load Dur. Factor Beam End Fixity FuII Len ! th Uniform Loads Center Left Cantilever Right Cantilever Summary Span =16.50ft, Beam Width = 2.688in x Depth =11.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max ® Left Support Max Right Support Max. M allow Ib 2,305.19 psi Fb 2,900.00 psi Deflections Center Span... Deflection ...Location ...Leng IDefl DL DL DL General Timber Beam Roof Beam Design / west front beam 1.000 Pin -Pin 120.00 #/ft #/ft 11/ft Center Span Left Cantilever Right Cantilever Truss Joist - MacMlMan, Fb Base Allow Fv Allow Fc Allow E 0.795 ; 1 10.9 k -ft 13.7 k -ft 10.89 k -ft at 8.250 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 13.70 iv Fv Dead Load -0.314 in 8250 ft 631.0 116.31 psi 290.00 psi Title : Dsgnr: Description : LL LL LL Scope : Calculations are designed to 1997 NDS and 1997 UBC Requirements) 0.110 .... ...n Reactions... Left DL Right DL 16.50 ft Lu ft Lu ft Lu Paragam 2.0E 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 ksi 200.00 *ft #/ft #/ft Maximum Shear • 1.5 Allowable Shear: 0.99 k 0.99 k Total Load Left Cantilever... -0.837 in Deflection 8250 ft ...LengthiDefl 236.83 Right Cantilever... Deflection ...Length/Dell Job # 2./ 75 U Date: 2 :21 PM, 8 AUG 01 0.00 ft 0.00 ft 0.00 ft Beam Design OK 3.5 k 8.8 k © Left 2.64 k Right 2.64 k Camber: c Left 0.000 in ® Center 0.471 in ait Right 0.000 in Max 2.64 k Max 2.64 k Page Tote 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 7 1 . 1 Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 R..: 510302 ute,:'CW.0603169, Ve, 5.1.3, 22.Jw.1999. W11132 (c) 1503.99 LIKnCALC Description Roof Beam Design / west mid beam General Information Section Name 012 Beam Width 3.500 in Beam Depth 11.250 in Member Type Sawn Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Summery Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max( Left Support Max a Right Support Max. M allow ft) 936.23 psi Fb 962.50 psi Deflections Center Span... Deflection ...Location ...Length/Defl DL DL DL 1.000 Pin -Pin General Timber Beam 120.00 0/ft #/ft . ft Center Span 12.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E 1,600.0 ksi LL LL LL Span= 12.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin 0.973 1 5.8 k -ft Maximum Shear • 1.5 5.9 k -ft Allowable 5.76 k -ft at 6.000 ft Shear: 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 5.92 Reactions... fir 62.03 psi Left DL 0.72 k Fv 95.00 psi Right DL 0.72 k Calculations are designed to 1997 NOS and 1997 UBC Requirements Title : Dsgnr: Description : Scope: 200.00 *ft #/ft #/ft /1) Job J3 5 ) Date: 2:24PM, 8 AUG 01 Page 0.00 9 0.00 ft 0.00 ft Beam Design OK 2.4 k 3.7 k © Left 1.92 k © Right 1.92 k Camber: ® Left 0.000 in (� Center 0.126 in Right 0.000 in Max 1.92 k Max 1.92 k Dead Load Total Load Left Cantilever... Dead Load Total Load -0.084 in -0.225 in Deflection 0.000 in 0.000 in 6.000 ft 6.000 ft ...Length/Deft 0.0 0.0 1,709.0 640.89 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Dell 0.0 0.0 re W � ..J U Uo; I • n 0 ! w : LL: N 7. = O ' F- _. z i LLI �0. O N ; . WW tL ' ` 0: U N .Z * -1 Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 Rev. 510302 Ucer. KV -0803109. Va 5.1.3, 22•M -1999, Vis32 ( c) 1903.99 CNlRCAIC Description Roof Beam Design / west rear bea General Information Section Name 4x10 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Len th Uniform Loads Center Left Cantilever Right Cantilever Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max ® Left Support Max in Right Support Max. M allow b 694.83 psi Fb 1,050.00 pat LDeflections Canter Span... Deflection .Location ...Length/Dell DL DL DL 3.500 in 9.250 in Sawn 1.000 Pin -Pin 2.89 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 4.37 fv Fv Dead Loan -0.038 in 4.250 ft 2,873.0 120.00 SIR 118 818 General Timber Beam Center Span Left Cantilever Right Cantilever Douglas Fit - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Span- 8.508, Beam Width = 3.500in x Depth • 9.25in, Ends are Pin -Pin 0.662 1 2.9 k -ft 4.4 k -ft at at 51.92 psi 95.00 psi 4.250 ft 0.000 ft Calculations are designed to 1997 NDS and 1997 UBC Requiremen LL LL LL Reactions... Left DL Right DL Title : Dsgnr. Description : Scope : 8.50 ft Lu ft Lu ft Lu 200.00 S18 Sift (rift Maximum Shear Allowable Shear: 0.51 k 0.51 k Total Load Laft Cantilever... -0.102 in Deflection 4.250 ft ...Length/Dell 1,002.39 Right Cantilever... Deflection ...Length/Defl Camber: * 1.5 (D Left Right Left Center c Right Max Max Job# L�3SU Date: 2:24PM, 8 AUG 01 0.00 ft 0.00 ft 0.00 ft 1.7 k 3.1 k 1.36 k 1.36 k 0.000 in 0.057 in 0.000 in 1.36 k 1.36 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Page 1 Beam Design OK F-, W ' M ` :J 0: • .0 0' 'CO CO W ,W I`. CO W., W O 2 d _ • • Z Z I, n p, O N: . • w w F V IL- 0: W z, U co . • ;..1 Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 Rev: 510302 lbcr: KV•0603169, Vie S.1.3. 22•M• 1999, VIe32 tc) 146349[FiRCALC Description General Information Traeezoidal Loads 11 DL ® Left DL ® Right 12 DL ® Left DL Right Point Loads Summary Deflections Roof Beam Design / north right beam Section Name Prllm: 5.25x11.875 Beam Width 5.250 in Beam Depth 11.875 in Member Type Sawn Load Dur. Factor 1.000 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 850.0 psi E 2,000.0 kai 240.00 8/ft 240.00 11/ft 30.00 1/ft 30.00 81ft General Timber Beam Center Span 16.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Trues Joist - MacMillan, ParaNam 2.0E Fb Base Allow 2,900.0 psi LL Left LL 0 Right LL 0 Left LL ® Right Title : Dsgnr: Description : Scope : Calculations are designed to 1997 NOS and 1997 UBC Requirements 400.00 *ft 400.00 *ft 50.00 8/ft 50.00 *ft Start Loc End Loc Start Loc End Loc Job: 2 /350 Date: 3:24PM, 8 AUG 01 0.00 ft 0.00 ft 0.00 ft 0.000 ft 14.750 ft 14.750 ft 16.500 ft Dead Load 1,710.01x 300.0lbs Ibs 1* 1* Ibs Ibs Live Load 2,850.0 In foe ibs Ibe !be Ibs Ibs ...distance 14.750 ft 0.500 ft 0.000 ft 0.0008 0.000 ft 0.000 ft 0.000 ft Beam Design OK Spann 16.508, Beam Width • 5.250in x Depth - 11.875in, Ends are Pin-Pin Max Stress Ratio 0 : 1 Maximum Moment 25.6 k -ft Maximum Shear • 1.5 12.5 k Allowable 29.8 k Allowable 18.1 k Max. Positive Moment 25.56 k -ft at 8.910 ft Shear. ® Left 6.00 k Max. Negative Moment 0.00k-ft at 0.000 ft ® Right 8.44 k Max ® Left Support 0.00 k -ft Camber: 0 Left 0.000 in 0.494 in Max • Right Support 0.00 k -ft ® � 0.494 in Max. M Blow 29.82 Rte.. b 2,485.39 psi fv 201.23 pal LeR DL 2.43 k Max 6.00 k Fb 2,900.00 psi Fv 290.00 pei Right DL 3.17 k Max 8.44k Canker Span- Ons1.L2251 To Laid Lea Cantilever... Total.Loed Deflection -0.329 in -0.873 in Deflection 0.000 in 0.000 in ...Location 8.448 R 8.448 ft ...Length/Deft 0.0 0.0 ...Length/Del 601.7 226.92 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 95201 A r. 510302 Uae : KV•0603169.Va 5.13, 22.J -1999. VI■$ 1a) 1953.99 ENEMAIC Description Roof Beam Design / south right beam General Information Section Name Prlim: 2.6875x11.25 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Trapezoidal Loads 11 DL fID Left DL Right 1r2 DL ® Left DL Right Deflections . Center Span 16.50 ft Lu 2.688 in Left Cantilever ft Lu 11.250In Right Cantilever ft Lu Sawn Twee Joist - MacMillan, ParaNam 2.0E Fb Base ANow 2,900.0 psi 1.000 Fv Allow Pin -Pin Fc Allow E 240.00 #/R LL Left 240.00 #/ft LL Right 30.00 0/ft LL l@ Left 30.00 #/ft LL Right Tide : Dsgnr: Description : Scope : General Timber Beam Calculations are designed to 1997 NDS and 1997 UBC Requiremen 400.00 *ft 400.00 *ft 50.00 1/ft 50.00 #Mft 290.0 psi 650.0 psi 2,000.0 kill Point Loads ead Loa • 1, 1 . i Ibe Ibs be 1 . Ibe be Live Load 2,050.01 be N» 1be be Ibs be Ibs ...distance 2.750 R 0.000 ft 0.000 ft 0.000 ft 0.000 R 0.000 ft 0.000 ft Summary 4 Spam 16.5011, Beam Width . 2.688In x Depth is 11.25In, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 10.8 k -ft Maximum Shear * 1.5 6.3 k Allowable 13.7 k -R Allowable 8.8 k Max. Positive Moment 10.79 k -ft at 2.772 ft Shear: ® LeR 4.80 k Max. Negative Moment 0.00 k -R at 0.000 R 6 Right 1.33 k Max t@ Left Support 0.00 k -ft Camber: ® Left 0.000 In Max ® Right Support 0.00 k -ft • Center 0.401 In Max. M Now 13.70 Reactlona... ® Right 0.000 in tb 2,283.78 psi fv 209.05 psi Left DL 1.80 k Max 4.80 k Fb 2,900.00 psi Fv 290.00 psi Right DL 0.50 k Max 1.33 k Center Span -. T Loa ! Deflection -0.267 in -0.713 in Deflection 0.000 in 0.000 in ...Location 7.45811 7.458 ft ...LengthIDef 0.0 0.0 ...Leng i/Defl 740.5 277.68 Right Cantilever.- Deflection 0.000 in 0.000 in ...Length/Dell 0.0 0.0 Start Loc End Loc Start Loc End Loc / F Job to Zr35u Date: 2:55PM, 8 AUG 01 0.00 ft 0.00 ft 0.00 ft 0.000 R 2.750 ft 2.750 R 16.500 ft Page Beam Design OK ga:ar 6 in Ord.5$61/4 eietzvd: D . gr Mtz Gon4' • L:: 4<ds I 'c.r.7,01/ 600Pt_F 7-25 /37s FR ZAti5 2 p5f 0.) Crrit0 . - L.: /.5 io),I /5 tgo()SF)= 60010/.r 47 11,4,.ci;121= . 1 A 13 ci 5.6 s Yi 1) '4 p. Ne _i_____L5 0 j_ 1 , 1 ! a la 3', 8, )1 . i in1/4. "I T ---- - - • • 1 i I , . ; Lt- I 4 ,5•1 i Clupw li tYit 0 /2:: CT. . IA zip (Aag ! sIffe)/ 95L /1. Air) , I • 1.211' 4Z41 orip): C1 � Z13 5u t o Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 RV: 510003 U :KW- 0601611. Vet 5.1.3,324o-1939, W1.32 (e) 19e0.91 crLRCALC Description Roof Beam Design / south right mid bea General Information Section Name Beam Wdth Beam Depth Member Type Loed Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Point Loads • ea. Load Live Load ...Mane Summary Deflections Center Span... Deflection ...Location -Length/Dell Prlim: 2.8875x11.28 2.688 in 11.250 in Sawn Full Len .'th Uniform Loads Iles 0.500 ft DL DL DL Spar- 12.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max Left Support Max 0 Right Support Max. M aflow fb 2,302.01 pat Fb 2,900.00 pat 1.000 Pin -Pin Iles be 0.000 ft ■ 2.668in x Depth • 11.25in, Ends are Pin -Pin 0.794 : 1 10.9 k -ft 13.7 k-ft 10.87 k -ft at 6.000 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 13.70 fv Fv Dud Loki -0.188 in 6.000 ft 855.9 225.00 Sift Sift Sift 152.08 psi 290.00 psi Center Span Left Cantilever Right Cantilever True Joist - MacM8an, Fb Base Allow Fv Allow Fc Allow E !be • be 0.000 ft LL LL LL Reactions... Left DL Right 01 Title : Dsgnr. Description : Scope : General Timber Beam Calculations are designed to 1997 NOS and 1597 UGC Requirements 12.00 ft Lu ft Lu ft Lu Paragam 2.0E 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 ksi 375.00 #/ft *ft S/ft be be !be 0.000 ft 0.000 ft Maximum Shear Allowable Shear: 1.64 k 1.36 k 12t1M115l Left Cantilever... -0.443 In Deflection 6.000 ft ...Length/Deft 325.37 Right Cantilever... Deflection ...Length/Deft Camber. ` 1.5 3 L fl Left o Center Right Max Max 7'1 Job 8 3 Date: 4:21 PM, 8 AUG 01 G 0.00 ft 0.00 ft 0.00 ft Ibe 0.000 ft Page Ibs lbe 0.000 ft Beam Design OK 4.6 k 8.8 k 3.89 k 3.81 k 0.000 in 0.252 in 0.000 in 3.89 k 3.81 k Qead Loed LogiLclig 0.000 h 0.000 in 0.0 0.0 0.000 in 0.000 In 0.0 0.0 IL z Wi re w 00 co ui J = F- w0 w Q', w =d . = . Z � H 0 Z F- U 0` W, I U LI0 iii cfy Z t > J Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 Rev: 510302 User: K•0603169, Yu 5.1.3, 22,10-1991, (c) 1933.99[FRRC',lC General Information Section Name Prllm: 5.25x11.25 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summary Deflections Canter Span... Deflection ...Location ...LergllWefl 300. ' Ibis lbe 3.000 ft 1 Max. Positive Moment Max. Negative Moment Max Left Support Max ® Right Suppart Max. M slow b 2,522.13 psi Fb 2,900.00 psi DL DL DL 5.250 in 11.250 in Sawn 1.000 Pin -Pin D.20 .1.12111 -0.415 in 8.250 it 477.4 General Timber Beam • Description Roof Beam Design / south left mid beam Full Length Uniform Loads 225.00 lilt *ft . 81* Span= 18.508, Beam Width • 5250in x Depth is 11.25in, Ends are Pin -Pin Max Stress Ratio 0.870 ; 1 Maximum Moment 23.3 k -ft Allowable 28,8 k-ft 2328 k -ft at 8.382 ft 0.00 k -ft at 16.500 ft 0.00 k -ft 0.00 k -ft 26.76 Reactions... fv 129.18 psi Left DL Fv 290.00 psi Right DL • Fb Base Allow Fv Allow Fc Allow E LL LL LL Title : Osgnr: Description : Scope : 0 lbe 300.0 '.. 300.0 Ibs lbe lbe Ibis 4.000 ft 9.000 ft 12.000 ft 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 ksi 375.00 0/ft *ft 9/ft Calculations are designed to 1997 NOS and 1997 UBC Requirements Center Span 16.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Truss Joist - MacMiNan, ParaNam 2.0E Maximum Shear Allowable Shear: ToW Lord Left Cantilever... -0.9171n Deflection 8250 ft ...Lenglh/De6 215.99 Right Cantilever... Deflection ...Length/Dell Camber 2.55 k 2.37 k ibs Nae 0.000 ft • 1.5 ® L Rii� Left Center Right Max Max Dead Load 0.000 in 0.0 26 Job* Z /3 Date: 4:28PM, 8 AUG 01 0,00 ft 0.00 ft 0.00 ft Ibe ibs 0.000 ft 7.8 k 17.1 k 5.64 k 5.46 k 0.000 in 0.622 in 0.000 in 5.64 k 5.46 k Ibs Ibs 0.000 ft Beam Design OK Total Load 0.000 In 0.0 0.000 in 0.000 in 0.0 0.0 Page 1 Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 Fier. 510309 We: kV-04031K Vw .1.3.22 Mr 10411, rwft 1993.4$e RCMc Title : Dsgnr: Description : Scope: General Timber Beam Description Roof Beam Design / south left beam General Information Section Name Prlhn: 2.6875x11.25 Center Span 13.00 ft Lu 0.00 ft Beam Width 2.688 in Left Cantilever ft Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Trues Joist - MacMBan, Paralam 2.0E Fb Base Allow 2,900.0 psi Load Dur. Factor 1.150 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Mow 650.0 psi E 2,000.01W Full Length Uniform Loads Center DL 225.00 Slit LL 375.00 *R Left Cantilever DL Sift LL */ft Right Cantilever DL 1111t LL 1/ft Job 6 1 i-/3 CU Dab: 4:29PM, 8 AUG 01 Page 1 Calculations are designed to 1957 NDS and 1997 UBC Requirements Sad Load 300.0 bs 300.0 ba 300.0 Ibs Ibs Ibe Ibe Ibs Live Load be bs bs be be be Ibe ...distance 3.000 ft 8.000 ft 11.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 R Summary Spann 13.008, Beam Width • 2.6888in x Depth IN 11.25in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 14.2 k - ft Maximum Shear • 1.5 5.8 k Allowable 15.8 k41 Allowable 10.1 k Max. Positive Moment 14.18 k -ft at 6.656 R Shear: • Left 4.29 k Max. Negative Moment 0.00 k-ft at 0.000 R 0 MOM 4.41 k Max m Left Support 0.00 k-ft Camber: i@ Left 0.000 in in Max ® Right Support 0.00 k-ft Gt Center 0. in M M slow 15.75 Reactions... b 3,002.06 psi fv 190.81 psi Left DL 1.85 k Max 4.29 k Fb 3,335.00 psi Fv 333.50 psi Right DL 1.97 k Max 4.41 k Deflections 1 Beam Design OK Center Span... Du Load I.9taLL9i81 Let! Cantilever... Quelling DA UM Deflection -0.302 in -0.880 in Deflection 0.000 in 0.000 in ...Location 6.552 R 6.500 R ...LengihiDell 0.0 0.0 ...LengthlDefl 517.0 229.55 Right Cantilever... Deflection 0.000 in 0.000 in ...LengOVDell 0.0 0.0 Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 I P,v 510301 Ueet: KV•0603169, Vet S.1.3, 22.M.1999, V142 (e) 1983.99 ENCRCALC Description Roof Beam Design / north mid bea General Information Beam Width Beam Depth Member Type Section Name Prilm: 6.26x11.28 Load Our. Factor Beam End Fixity Full Len th Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summery 3' ' .0 lbs Ibe 3.000 ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max Right Support Max. M allow b 2,869.60 psi Fb 2,900.00 psi Deflections Center Span... Deflection ...Location ...LengtlWefl 1 DL DL DL 5.250 in 11.250 in Sawn 1.000 Pin -Pin 300.0 lbe 4.000 ft chtlitsist -0.435 in 8.250 ft 455.3 240.00 lift lift *ft Title : Dsgnr. Description : Scope : General Timber Beam 138.62 poi 290.00 psi Center Span Left Cantilever Right Cantilever Trues Joist - MacMillan, Fb Base Allow Fv Allow Fc Allow E 300.0 lbs 9.000 ft LL LL LL Sparc 16.508, Beam Width - 5250in x Depth • 11.25in, Ends are Pin-Pin 0.921 : 1 24.6 k-ft 26.8 k -ft 24.64 k -ft at 8.382 ft 0.00 k ft at 16.500 ft 0.00 k -ft 0.00 k -ft 26.78 fv Fv Calculations are designed to 1997 NDS and 1997 UBC Requirements Reactioons... Left DL Right 01 300.0 Ibe 12.000 ft ToW Load Left Cantilever... -0.970 In Deflection 8.250 ft ...Length/Deft 204.07 Right Cantilever... Deflection ...Length/Deft 16.50 R Lu ft Lu R Lu Paralam 2.0E 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 kel 400.00 *ft llf lift Maximum Shear Allowable Shear: Camber: 2.67 k 2.49 k lbs Ibe 0.000 R *1.5 ® Left Right Left ® Center Right Max Max Cead Load 0.000 In 0.0 Job# t 3 S U Date: 4:31 PM, 8 AUG 01 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft lbs (tea 0.000 ft Beam Design OK 8.1 k 17.1 k 5.97 k 5.79 k 0.000 in 0.652 in 0.000 in 5.97 k 5.79 k 0.0 Total Loaci 0.000 in 0.0 lbs • lbs 0.000 ft 0.000 in ;t'S,syS >q'.r1�ts� L: e+ p, atr: ?Yer'arRYux+,sMm4't.U:;1s'. W 6 00 . t N 0 ; U) W = I- ' W O g J z d W . Z 1.- 1- O Z F- UJI : U O 52 W W - ur - O ill Z ; U = O F- .. Z Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 96201 tier. 310302 Lilo: 2N...0603169. Vn 3.1.0. 22•Jw• 1991. W1432 ! [N(RCMC General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Len • th Uniform Loads Center Left Cantilever Right Cantilever Summary Deflections 1 DL DL DL Description Roof Beam Design / north left beam PrIIm: 3.501.25 3.500 in 11.250 in Sawn 1.000 Pin -Pin 240.00 iNft 1t/ft Sift Title : Dsgnr: Description : Scope : General Timber Beam 2 3 Job # 2 / 3 CO Date: 4:32PM, 8 AUG 01 Page Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 13.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Trues Joist - MacMillan, Paralam 2.0E Fb Base Ailow 2,900.0 psi Fv Allow 290.0 psi Fc Allow 650.0 psi E 2,000.0 ksi 0.00 ft 0.00 ft 0.00 R LL LL LL 400.00tiyft t Point Loads Dea . Load 300.0 Ibs 3 ' ' .0 Ibe 300.0 - Ibe Ibe . . Ibs Live Load Ibe Ibs Ibe Ibe ibe Ibs Ibe ...distance 3.000 ft 8.000 ft 11.000 R 0.000 ft 0.000 ft 0.000 ft 0.000 ft Beam Design OK Spans 13.008, Beam Width si 3.SOOin x Depth ■ 1125in, Ends are Pin -Pin Max Stress Ratio 0 : 1 Maximum Moment 15.0 k -ft Maximum Shear * 1.5 6.1 k Allowable 17.8 k ft Allowable 11.4 k Max. Positive Moment 15.03 k -ft at 6.656 ft Shear. 1@ Left 4.55 k Max. Negative Moment 0.00 k -ft at 0.000 ft ® Right 4.67 k Max t@ Left Support 0.00 k -ft Camber: Left 0.000 in max: MOM Support 0.00 k-ft 0 0 365 in Max. M allow 17.84 Reactions... lb 2,442.42 psi fv 155.00 psi Left DL 1.95 k Max 4.55 k Fb 2,900.00 psi Fv 290.00 psi Right DL 2.07 k Max 4.87 k Center Span.. 12220 .1.920 Total Ind Loft Cantilever... Dead Load Total Load Deflection -0.243 in -0.553 let Deflection 0.000 in 0.000 In ...Location 6.552 ft 6.500 ft ...LengfhlDefl 0.0 0.0 ...Length/Deft 641.2 282.22 Right Cantilever... Deflection 0.000 in 0.000 in ...LengltVDefl 0.0 0.0 • " : .61::7 .v�3.. ,r , .x. 4X . .Fi . u 'a4 , i. ! ir i + • yj •1 Chris C. Covington Structural Design Associates North Star Building 2210 Hewitt Ave, Suite 401 Everett, WA 98201 Re.. S10301 user KW0603169. ver 3.1.3, 22400-1999. 9,1030 (0 1969.99 [FtlpCALC Description General Information Wood Section Rectangular Column Column Depth Width Sawn Axial Load Eccentricity Roof Beam Design / typ posts Summary fc : Compression Fc : Allowable bx : Flexural Fbx : Allowable Interaction Value Fc : X -X Fc:Y -Y F'c : Allowable F'c:ANow • Load Dur Factor F'bx Fbx • Loed Duration Factor 0.000in Timber Column Design 8xd otai o mn eight Load Duration Factor 5.50 in Fc 5.50 in Fb E - Elastic Modulus Douglas Fir - Larch, No.1 Dead Load 4,421.00 bs Title : Dsgnr. Description : Scope: Using : 64, Width= 5.50in, Depth= 5.50in, Total Column Ht= 10.00ft DL +LL DL +LL +ST 389.75 psi 389.75 psi 849.49 psi 849.49 psi 0.00 psi 1,000.00 psi 0.4588 849.49 psi 849.49 psi 849.49 pee 849.49 psi 1,000.00 psi 1,000.00 psi Job 9 Z J . .5V Date: 4:49PM, 8 AUG 01 Calculations are designed to 1997 NDS and 1997 UBC Requirements 10.00 ft 1.00 1,500.00 psi 1,000.00 psi 1,700 ksi Live Load 7,369.00 bs 0.00 psi 1,000.00 psi 0.4588 For Bending Stress Calm... Max k•Lu / d Actual k•Luld Min. Allow k•Lu / d Cf:BendIng Rb: (Le d /b"2) ".5 For Axial Stress Cates... Cf : Axial Mal X -X k Lu / d Mal Y- YkLu /d Le XX for Axial Le YY for Axial Lu XX for Bending Shod Term Load 0.00 Ibs + ST 148.15 psi 849.49 psi 0.00 psi 1,000.00 psi 0.1720 50.00 22.59 11.00 1.000 6.336 1.000 21.82 21.82 Page 1 10.00 ft 10.00 ft 10.00 ft Loads 411111111111111011101111111110111) Column OK .� C ��: "a.•.; i ,`taar 4, 4'�91A Dec. 20 01 10:20a XRAY fi PHONE ALARM EXIST. MEDICAL GAS EXISTING TWO LAYERS OF R -11 FLAME SPREAD OF 25 OR LESS INSULATION WAS PLACED TIGHT TO THE ROOF DECK WITHOUT A VENTILATED AIR SPACE. (ALLOWED WHEN THE BUILDING WAS BUILT) THIS SHOULD NOT ALLOW THE DEW POINT TO OCCUR WITHIN THE BUILDING AND CAUSE CONDENSATION. REPLACE ANY INSULATION DAMPENED DUE TO ROOF LEAKS. •,r • rib gam. wmam Rl,i.Mi COMP. VAC. 4;5 Robert. W Champion _ 425 . 252 11_ C \( lg Robert W. Champion D 41 mom ••=1 aftWININICIMNIIIMM 3 -1/2 X 15 PSL OR 5-1/4 X 11 -7/8 PSL Architect A.I.A. Annie 1. Miller associate 3802 Colby Avenue; Everett. Wa. 98201 (425) 259 3136 FAX (425) 252 3317 3-1/2 X 15 PSL OR _.. _ i 5 -1 4 X 11 --7/8 PSL r .^ FIELD ORDER 3 PAGE 2 STEVEN NGUYEN DOS ROOF FRAMING PLAN SCALE 1 /8" = 1 '--0" 12/20/01 3317 p.1 SEE FIELD ORDER 1 RECEIVED DEC 2 0 Z001 COMMUNITY DEVELOPMENT mormils10.1111 9 DOUBLE STUD /30 X 30 X 12 EXIST. 2 X 10 024" O.C. Ath i W . v0 N0 W= W0 2 g J' D. � Z � 0 ; Z W 2 • Q . O - O I— W • W 0 . ▪ . = O Z De .20 01 10:20a ert W Champion Steven Nguyen DDS; 15668 West Valley Highway; Tukwila 98188 FIELD ORDER #3 20 December, 2001 Re: Tukwila Dental Center To: Coleman Construction; Cc: Steve Nguyen DDS; Annie Miller JAAAss t c)[A(L , To gw Ac ,(5 - Via FAX; Number of sheets including this one = 2. The architect hereby authorizes the following minor changes not changing the contract sum or contract time. Should any require additional time or cost, the contractor shall submit an itemized proposal and if approved submit a change order to be signed by the owner and architect before proceeding. The owner is advised of these changes by copy received and should inform the architect of any to which he may question or object. See enclosed roof framing plan for clarification of the raised roof area to be flush with the existing roof deck. Yours truly, 42,252 3317 bert W. Champion A.I. . 3802 Colby Avenue; Everett, Wa 98201; Office 425 259 3136; Fax 425 252 3317 E -mail: rchampaia @earthlink.net cw 100 '6C i 1100 p. 2 v A 4 Backflow Assembly Testing and Service BACKFLOW PREVENTION ASSEMBLY TEST REPORT PURVEYOR ID # NEW, NAME OF PREMISE \\ays 1 SERVICE ADDRESS 1 5 6 1 1 ) 1 1 '%Q\ NO 11. ‘t\ r,‘NwA ►� CONTACT PERSON Stt.v o V. V\ Q,ri Z OWNER / PM MAILING ADDRESS S W CITY: CONTACT PERSON PHONE LOCATION OF ASSEMBLY N G�. + { 'v. r V-% SA �•nA . t\ C- 7'!1 VA re n c& h o OWN DOWNSTREAM PROCESS ..?%-* Q. yr 1 1RPBA ❑ DCVA ❑ PVBA ❑ DCDA PROP. INSTA: ❑ YES ❑ NO DATE INSTA: Lj J 0 '1. ASSEMBLY \K\ 7 1\\ c ‘ 1 r S °17 5 3 l-. // 5 (4 1 to LINE PRESSURE AT TIME OF TEST 1 .4 S PSI NO. OF ASSEMBLIES THIS LOCATION 1. Reduced Pressure Assemblies Pressure Vacuum Breaker Double Check Assemblies Air Inlet Check Valve 1st Check 2nd Check Relief Valve Closed Closed Opened at DC- Tight'E 1 Tight : �psid psid RP , b psid DC psid PRESSURE FOR ONE HOSE METHOD Leaked ❑ Did Not Open ❑ Did Not Open ❑ Leaked ❑ Initial Test Repairs Cleaned ❑ Replaced ❑ Part# Test After Repair TESTED BY: MANUFACTURER MODEL DC psid Leaked ❑ Cleaned ❑ Replaced ❑ DC Tight ❑ DC Tight ❑ RP psid DC psid DC psid Cleaned ❑ Replaced ❑ ICNAT ' E PRINT NAME: �vl ► c } •.) 11111\ CSI--10 L7 j\ TESTED OYJ GAUGE:_AN v•41a ■ L a 0 �-1 0 k 5 CALIBRATION DATE: p 0 / -° PMB A -11 621 SR 9 NE • Lake Steu ��t�l (425) 334 -4507 • Pager: (425) 438 -5316 • IFIEM ggll�4 APR 2 3 2002 TUKWILA CITY SHOPS EXISTING ❑ REPLACEMENT ❑ COMM. 'x RES. ❑ CITY•.�M \i AI M ZIP: q i' PHONEM ' 30' ( 1014 FAX SIZE SERIAL NO. Opened at psid Cleaned ❑ Replaced ❑ Opened at Opened at psid psid PRESSURE FOR ONE HOSE METHOD WHITE • PURVEYOR YELLOW • OFFICE PINK . CUSTOMER TO 41 1 f ZIP: FAX AIR GAP INSPECTION: Required minimum air gap separation provided ? Yeses No ❑ RE MARKS: v` S V� o t�► S e u IN Cleaned ❑ Replaced ❑ psid CERT NO. S 3911 DATE: I�b1, FIRE SERVICE RESTORED: TIME: ❑ AM ❑ PM DATE: T /A: ❑ YES O NO METER NO. METER READING G REPORT TO: ■Siv isS ` - 1 v A vq\\e\. V\ 1`% its FAX: 1• --0k' 5 5' 3 0 L ASSEMBLY: XPASSED ❑ FAILED CONFINED SPACE: ❑ YES R NO REPORT RECEIVED BY: SERVICE RESTORED ❑ YES ❑ NO WSP2 YES PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -254 PROJECT NAME: STEVEN NGUYEN D.D.S. SITE ADDRESS: 15668 WEST VALLEY HIGHWAY DATE: 6 -12 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Pub is orkk it (? APPROVALS OR CORRECTIONS: Fire Prevention Structural ❑ REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY Planning Division ❑ Permit Coordinator DUE DATE: 6 -13-02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use. Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Er Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 7 -11 -02 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: B ❑ Fire ❑ Ping ❑ PW ❑ Staff . Initials: `` , i i ' ..�Ur:I.K ' 1 4 MS1 Ii , .rv1e Yl. kR3,1♦fi b]� �'. 1utir' �-' ' rE �r�s` l b��. 4 ? +�•�.,✓444i�'.�:�ik+1`:S:*}�:�v �?ni�s'�At.�h4 `k(`Sul4}�+L�X�I.? W'�1�5' f,;�` Y44+�i rt�.'i�t�'� -'� ACTIVITY NUMBER: D01 -254 DATE: 6 -12 -02 PROJECT NAME: STEVEN NGUYEN D.D.S. SITE ADDRESS: 15668 WEST VALLEY HIGHWAY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SUP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR RRECTIONS: Documents/routing slip.doc 2.28 -02 Incomplete ❑ ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 6-13 -02 Not Applicable ❑ Comments: Permit Center Use, Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ : Ping ❑ PW ❑. Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 7 -11 -02 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: G✓o •i 3.1) � — Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: z Z CC 6 J U U O O t WI J � w ga J . LL -a _ • •z 1— Z O . w U ON O F_ w w . LL 0 w Z,... ACTIVITY NUMBER: D01 -254 DATE: 9 -12 -01 PROJECT NAME: Steven Nguyen DDS SITE ADDRESS: 15668 West Valley Rd SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # ! Revision # After Permit Is Issued DEPARTMENTS: BuiJdi Complete Comments: Approved \PRROUTE.DOC 5/99 \A PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 1� uivision Publ'c rks -Zo o] DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions Fire Prevention n Planning Division Structural Incomplete REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 9-1 2-01 Not Applicable No further Review Required DATE: DUE DATE 10 -11 -01 Not Approved (attach comments) 1 I DATE: DUE DATE Not Approved (attach comments) DATE: z Vi z , cc w: 6 D. J O 0: • N N W W =, J N LL w } J LL < • D. C1 � w z � 1- 0 z � .2 • 0 o ff W w' 0 ▪ . ui zl L " O z { ACTIVITY. NUMBER: D01 -254 DATE: 9 -12 -01 PROJECT NAME: Steven Nguyen DDS SITE ADDRESS: 15668 West Valley Rd SUITE # Original Plan Submittal Response to Incomplete Letter At X Response to Correction Letter # ' Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Please Route Approved \PRROUTE.DOC 5/99 TUES /THURS ROUTING: REVIEWER'S INITIALS: I 1 REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with •. ditions Planning Division Permit Coordinator DUE DATE: 9-12-01 Not Applicable DUE DATE 10 -11 -01 Not Approved (attach comments) DATE: q Comments: No further Review equi ed DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PERMIT NO.: DD 1 -- 2 BUILDING PERMITS INSPECTIONS ❑ 00001 ❑ 00002 ❑ 00003 ❑ 00004 ❑ 00005 ❑ 00006 ❑ 00007 ❑ 00050 ❑ 00060 ❑ 00070 ❑ 00071 ❑ 0007 ❑ 00090 ❑ /00095 00100 ❑ 00200 ❑ 00250 ❑ 00300 ❑ 00350 ❑ 00400 ❑ 00450 ❑ 00500 ❑ 00525 ❑ 00550 ❑ 00600 ❑ ,90610 00700 ❑ 00750 ❑ 00800 ❑ 00801 ❑ 00802 ❑ 00803 ❑. 00815 ❑ 00900 j ' 01000 ❑ 01001 ❑ 01110 ❑ 01115 ❑ 01120 ❑ 01140 ❑ 01400 ❑ 01700 ❑ 01900 ❑ 03100 ❑ 04000 ❑ 04001 ❑ 04001 ❑ 04003 ❑ 04004 ❑ 04005 ❑ 04006 ❑ 04007 ❑ 04008 ❑ 04009 ❑ 04010 ❑ 04011 ❑ 0401 ❑ 04013 ❑ 04014 ❑ 04015 Progress Inspection Status Pre - construction Investigation OK to Occupy Remove Stop Work Order Follow -up Pre -Move inspection WSEC Residential WA Ventilation/Indoor AQC NLEA Inspection/Modular Struct Mobile Home Tie Down Insp Marriage Lines Resteel Footing Drains Foundation Footings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Roof Sheathing Nailing Plywood Deck Nailing Exterior Wall Sheathing Masonry Chimney Chimney Installation/AIl Types Framing Roof/Ceiling Insulation Floor Insulation Wall Insulation Exterior Roof Insulation Glazing Inspection Lighting and Controls Suspended Ceiling Interior Wallboard Fastening Exterior Wallboard Fastening Pre -Move inspection Motor Inspection Pre -Demo Pre - reroof Final -Fire Final - Buiiding Final - Reroof Site Visit Special - Concrete Special -Bolts in Concrete Special- Morn/Resist Conc Frame Special -Reinf Steel Prestress Special - Welding Special - High - Strength Bolting Special - Structural Masonry Special -Reinf Gypsum Concrete Special - Insulating Conc Fill Special -Spray Fireproofing Special - Piling, Piers, Caissons Special- Shotcr ete Special - Grading, ExcavfFill Special - Retaining Wall Special - Panels Special -Smoke Control System TENANT NAME: �T?2N N L 1 DDS CONDITIONS 1 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required. notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing RI Partition walls attached to ceiiing grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall oe on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage. excavation ❑ 0013 Statement from rooting contractor verifying tire retardant class of roof 2 all construction to be done in conformance w /approved plans ❑ 'No work shall be done in addition to those modifications..." ., 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 all structural masonry shall be special inspected EV 0027 Validity of Permit ❑ y 0028 Rack storage requires separate permit I ',0003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete. stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water/sewer connect ❑ 0033 a C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall [v] �0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 3.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces [V] all permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shalt obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by 1VABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ ''Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" ■ Date: Date: t'LS'h 'r'.i:.�. fir•" C. 3: 7.":: e •t'v1:9 ,`.4 In, e'n.n k' W".� w eres.�.urmx.»: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -254 DATE: 9 -12 -01 PROJECT NAME: Steven Nguyen DDS SITE ADDRESS: 15668 West Valley Rd SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # I Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n x DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete Not Applicable Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 Fire Prevention Structural Structural Review Required Ji Approved Approved with Conditions REVIEWER'S INITIALS• CORRECTION DETERMINATION: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 9-12-01 No further Review Required DATE: ` 13 "© APPROVALS OR CORRECTIONS: (4 weeks) DUE DATE 10 -11 -01 Not Approved (attach comments) DATE: 4 ' 9 ' 2 -4 94 ' I Approved with Conditionsn Not Approved (attach comments) DUE DATE DATE: ACTIVITY NUMBER: D01 - 254 PROJECT NAME: Steven Nguyen DDS SITE ADDRESS: 15668 West Valley Hy SUITE # Original Plan Submittal Response to Correction Letter # DATE: 8 -14 -01 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil Division dim 844° Public Wpprks� S Q1j avAt&d.. �. z DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTANG: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved REVIEWER'S INITIALS: Approved with Conditions Odoww# liom F - f to ,L' , 1 —ol CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 foe%) PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention G - a0 -0 1 Structural Incomplete Structural Review Required Approved with Conditions Planning Division Permit Coordinator DUE DATE: 8-16-01 No further Review Required [xi Not Applicable n DATE: DUE DATE 9 -13 -01 Not Approved (attach comments) OTE: DUE DATE Not Approved (attach comments) DATE: , .„Q ��:.'.'r,;:id:i:t;ok:1 e1:wS':a u�.d,;dd ;u"�;d�i`' -3�5• "d.`;;;i• i'a;ri ks,i August 27, 2001 Robert Champion 3802 Colby Avenue Everett, WA 98201 Dear Mr. Champion: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D01-254 City of Tukwila Department of Community Development RE: CORRECTION LETTER #1 Development Permit Application Number D01-254 Steven Nguyen DDS 15668 West Valley Hy Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or bv a messenger service. If you have any questions, please contact me at (206)431-3672. n.300 Sour/?center Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3070 • Fax: 206-431-3665 • Date: August 24, 2001 Project Name: Steven Nguyen DDS Application #: D01-254 Plan Reviewer: Bob Benedicto PLAN REVIEW COMMENTS 1) Provide additional details on the site plan to describe the location of the barrier free parking stall. Show the access aisle adjacent to stall and dimension stall and aisle. Specify required signage per UBC Section 1107.3. Note: Since (at minimum, one van accessible stall is required) provide access aisle for a van accessible stall. Access aisle should be located such that it is not necessary for a wheel chair to enter vehicular traffi t lanes to reach the accessible entry. 2) The shower stall at the men's room must be accessible per UBC Chapter 11. Please detail or otherwise note the requirements for a "transfer shower-stall" on the plans. Grab bar sizes and location, fold-down seat size and location, hand held showerhead and location all should be shown on the plans. Refer to UBC 1106.11.10. End/initial review coments. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 3) A specification could not be found for the "Stucco" exterior wall finish. Provide said specification, or otherwise note "exterior plaster shall comply with UBC Section 2508 & Table 25-F". 'Yt CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Steven Nguyen, DDS 15668 West valley Highway File #: D01 -254 Date: 08.23.01 Reviewer: L. Jill Mosqueda, P The City . Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. As part of the City's cross connection control program, the City requires installation of a reduced pressure assembly on this building's domestic water line. Please provide the make and model and an installation schematic for a reduced pressure assembly installation at the property line. 2. Please provide a complete King County Non - residential Sewer Use Certificate. Projects /SFR /D01 -092 stenson comm 1 1 DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -254 DATE: 8 -14 -01 PROJECT NAME: Steven Nguyen DDS SITE ADDRESS: 15668 West Valley Hy SUITE # XI N, Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued TUES /THURS ROUTIN : REVIEWER'S INITIALS: REVIEWER'S INITIALS: Structural DETERMINATION 9F COMPLETENESS: (Tues., Thurs.) Incomplete Structural Rev' eq fired APPROVALS OR CORRECTIONS: (4 weeks) Fire Prevention Approved wit Con i ions CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8 -16-01 Not Applicable No further Review Required DATE: /6 Z00 DUE DATE 9 -13 -01 Not Approved (attach com -nts) DATE: DUE DATE Not Approved (attach comments) DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -254 DATE: 8 -14 -01 PROJECT NAME: Steven Nguyen DDS SITE ADDRESS: 15668 West Valley Hy SUITE # x Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (4 weeks) Approved n Ap ov-d with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Planning Division Permit Coordinator DUE DATE: 8 -16-01 Not Applicable n No further Review Required DUE DATE 9 -13 -01 Not Approved (attach comments) DATE: 8(ao l o) CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -254 DATE: 8 -14 -01 PROJECT NAME: Steven Nguyen DDS SITE ADDRESS: 15668 West Valley Hy SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions Approved with Conditions REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-1 6-01 Not Applicable No further Review Required DATE: IS - 0 DUE DATE 9 -13 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: 'S5ii2w*� '�i44 M;: 0 , 4W" 7 a` yG" ul,. i; gi9Eiv"' mP :'::iaii:, ^.i >b'tiS.iKii'�,'r2�: U0 : u W J am. CO u u. W O: - a � z � zo 2w U .o w u. U H 0 z c H W U . 1- 0 z (0. S ACTIVITY NUMBER: D01 -254 DATE: 8 -14 -01 PROJECT NAME: Steven Nguyen DDS SITE ADDRESS: 15668 West Valley Hy SUITE # x Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Approved Approved PLAN REVIEW /ROUTING SLIP n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Fire Prevention Structural CORRECTION DETERMINATION: Structural Review Required REVIEWER'S INITIAL t, - APPROVALS OR CORRECTIONS: (4 weeks) Approved with Conditions REVIEWER'S INITIAL DATE: og • ' 3'7 Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Planning Division Permit Coordinator DUE DATE: 8-16-01 Incomplete n Not Applicable No further Review Required DATE: 0Z - 1, o DUE DATE 9 -13 -01 Not Approved (attach comments) n DUE DATE Not Approved (attach comments) DATE: Revision No. Date ! Staff I Received 1 Initials [late Issued Staff Initials 1 Summary of Revision: Summary of Revision: Received By: Revision No. • Date Received Staff Initials Date 1 Staff I Issued I Initials 1 1 Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials ! Summary of Revision: Received By: Revision No. Date Received Staff I Initials Date Issued ! Staff Initials Summary or Revision: PROJECT NAME: `La 4 J ob.s. PERM Site Address: /5-44.8 G�.�se - .a. Original Issue Date: Revision No. Date Received REVISION LOG Staff Initials 4 W -OZ SACS Summary of Revision: l _Ade-u.LeG Received By: /` • Received By: Date Issued • ''Staff Initials 1 dCK SM )•-4 (please print) (please print) (please print) please prin (please print) 1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (/9-io ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ' after Permit is Issued ±vcn PYl -s Project Ad dress: 0 W 9S�' U l /e i �I Lcxc Contact Person: Jason - 4 uvr) t' Project Name: ' Phone Number: Summary of Revision: rer -.1„ ec �C� Lsi LS e t e V e c n rcyv. 1 Co-C lr Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1,•-' k l Entered in Sierra on -47 - ez Plan Check/Permit Number: ` D / 9S I ( 3 lam 4-c RECEIVED CITY OF TU KVyn 11 i pit P tHMIT CENTER CirD 1 DUMPSTER Li " PJC EXISTING BITUMINOUS PAVING EXISTING BUILDING • 4 "0 PIPES 0 .» (RE- STRIPE BY OWNER) PARK 16 NO C�1 g a � � , o it �ss 5 o o E'a'r R3 p, c.) p O O 1: ..) i.. �'+ .( F' •ter I* 4 12 43 0 _ 0 .� _ • .t RECEIVED CITY OF TUKWILA PERMIT CENTER m 0 W P r w t - 0 f CONCRETE CURB PROPERTY UNE 150' LEGAL DESCRIPTION , THAT PORTION OF HENRY MEADER DONATION CLAIM NO. 46 IN SECTION 24, � E TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH MARGIN OF SOUTH 158th STREET, 6 aai AS IT NOW EXISTS, WITH THE EASTERLY MARGIN OF SECONDARY STATE HIGHWAY N0 (.� 2M (WEST VALLEY ROAD SOUTH) AS IT NOW EXISTS" THENCE ALONG SAID NORTH a ' MARGIN N.87' 07' 22" EAST 150.0 FEET; THENCE NO2' 52' 35" W. 100.0 FEET; THENCE S.87' 07' 22 "W. 158.42 FEET TO THE SAID EASTERLY MARGIN OF SAID .o HIGHWAY; THENCE S.07' 41' 30" E, 100.35 FEET TO THE POINT OF BEGINNING. 0 4' 20' PARKING ' bo‘ 254 3 SPACES PER 300 SQ. FT. = 4.164 SQ. FT. REQUIRES 13 SPACES. 16 PROVIDED. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 �A 40' D SIGNAL CONTROLLERS E ' 1 j EXISTING V ; SIGN • O F City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /110 I O Response to Incomplete Letter # ® Response to Correction Letter # 1 O Revision # after Permit is Issued Project Name: STEVEN NGUYEN DDS Project Address: 15668 West Valley Hy Contact Person: Robert Champion Summary of Revision: L Sheet Number(s): A- t "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in Sierra on Plan Check /Permit Number: D01-254 Phone Number: /2 r�Je.l...l�f I • Kt) /3L 2 " F AMU!' 5Ale -R►l 2 Fri. s Hou.A . z_ 2, r: L1 6F. L (FE-1 - PR 5CO C '- r'rz 3. ( 5o i rg.> ..5 o ralE, R r )L TV I 74$ AL TIo1I CORRCCTIO LIR#A CITY OFtTUKWILA SEP 12 2001 PERMIT CENTER 08/27/01 Do(4 :C:.;•,4,ittt.hl'sLu ':�t;:ti «,ti:: :iM +;;J: +:Y.e•t:efa4:tM u �LikhZnif�k:i Ruud zfid 1itiii Iu J U: U O U O, W= J • LL w O; L ?' =' .1— w Z F- O Z H U l mi U� :o F - :w Lu ;1^ U P. —O L .. Z. I— . :O '' z • 11,4.-A v. • • 0 %1 , • CITY OF TUKWILA ! lo • ' PUBLIC WORKS PROJECT REVIEW COMMENTS -• . • • , Project Name: • File #: D01-254 Date: 08.23.01 Reviewer: L. 3111 Mosqueda, P The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433-0179, if you have any questions regarding the followingtomments. 1. As part of the City's cross connection control program, the City- requires installation of a reduced pressure assembly on this building's domestic water line. Please provide the make and model and an installation schematic for a reduced pressure assembly installation at the property line. 2. Please provide a complete King County Non-residential Sewer Use Certificate. Projects/SFR/D01-092 stenson comm 1 Steven Nguyen, DDS 45668 West valley Highway .1. ;;.;,-; • ; ; • RECEIVED CITY OF TUKWILA • •;`4 • ' • • CORRECVON SEP 12 2001 PERMIT CENTER 1 0 Model Seat K 12155 1 None K 11156 one K 12451 1 Fo ••up; . left side K 12453 Fo ••up; right side Mme Info. Soap ledge left Right Right left One-piece FRP Dimensions 42" x 36W x 83W (1061 x 927 x 2114 mm) 9.2 Material High•g oss acrylic Weight 185 lbs. (84Kg) 6 Grab Bars Hewi' nylon Optional Recommended •.` " ... Drain K•9132 1 10.16 Optional ; .. Dome light K -1570 10.16 Shower Enclosure Arica K- 705015, Focal K- 701216, Glassworks K•9883 11.7,11,13 Faucet Wall-mount shower Section 2 Variation , re ,.- Shower w /Stainless Steel Grab Bars" — K- 12457 -SS K- 12458 -SS . Available with White or Almond showers only Model Out et K 1565 1 K 1586 1 Al eft Al rip t K -1571 1 K•1572 At left At right 61oie Info. Dimensions - 60" x 32" x 76" (1524 x 813 x 1930 mm) Height to Rim 17" (432mm) Material One-piece FRP Two-piece FRP Weight 129 lbs. (59 Kg) 145 lbs. (66 Kg) Capacity to Overflow 44 Gals. (167 litres) 6 Recommended s', °> Drain K•7160-TF 1 10.16 Optional Shower Enclosure - Forum K- 703012, Focal K- 701025, Glassworks K -9875, Helios K•704010 11.5,11, 13, 9 Faucets Wall -mount bath /shower RFC`'FOPF 10.10 H A 1�)( 11 tl VV 1 1 ni ) Il ll I l -� F RE'EW'I L L BARRIER -FREE. • • A)r 42 "'x 36 x 83 K - 12458 Freewill Barrier -Free Shower Module in Wild Rose with Taboret Rite -Temp valve (K- T8228.4/K•304 -K) and Persona handshower /slide bar (K - 9674). • Integral soap ledge • Verisons available with or without fold -up seat • Slip - resistant floor • Biscuit and White colored showers feature grey nylon bars. All other colored showers feature white bars. " Also includes solid nylon seal w /stainless s eel supports 134' 231' KOHLER, :t5'D5 K -12455 U.S. Pat. 0320,844 K - 1586 Veracruz Bath /Shower Module in Almond with Taboret Rite -Temp faucet (K- T8224 -4 /K- 304 -K/K- 16202). • One- and two -piece models • Integral clear acrylic grab bar • Smooth walls for easy cleaning VERACRUZTM'5' 60 "x32 "x76" - K -1585 'Hewi nylon is a registered trademark of Hewi Inc., Allendale, N.J. CORRECTION LTR# CITY OF TUKWILA SEP 12 2001 P M T CENTER L OF SHOWER AM (UT N.P.S ) Q OF SUPPLY FITTING ")!!:' . v';4'.ti Y..y�:�e ifi;ufi'�ri'iGi iMra�t'<a.4�. }Fd4 L�% �. HS< �' rYl. N4 r: 4a�GidiFS� 'bil5u�siFna( %i; ` ice. ti.4% ', ,4* S' uNkii 'h�sl4'6 oel3f tlna ti 1,....:!,..,';:f:.:.:;‘;,:::: ' ''....\::';40;(00) •• . , , r 1 • e 0 , • - • / " 1 1 .. t Sep OS 01 OS:OOp Jose E. Benavidez ZIO'd ld.101 ••••:•.'.•••;•-•.• , . V; • • .• • . r)D 360-769-4010 "AbooN 't • • G fri0psibg , • ;.:serykik . ..• • P51,04•bar.0/1404irO01 fe- -loes610r. sc for scaled spngcage for se *ppI*ts • • , . ::; . ; • . • : %-; f9rivv.itgl***1?K:1 S'4 • • a Rctcci7.7k1.510it're44irl tc Z7 :J6i. 40 Ps44t01.PrOs.4 .P!X !.:., : • CA • . • •■ • • • WaiXe,1! OterSiavins ti613:irwari . ‘ thiit'ireciyeirig 0,1e, syafit,itippljqi,telfiefi# *41felja a water servIng0.30 ie..i". Prr4.00egiich5,Y1 • • . 1 • : • ZO d ,• watts,. 0i0V69L092 16 :•,.. 01. CORRECTION LTR# .. ,'•.,' Al: 1 .. '. . • : ':- :*' ,;.•! I 4 :, -,,'' , : .. ' • . ' . tvcivii-ran ,. % ... - : . . ..„ .....,, ,..,....,...,...,,,....,,.... :. , .... c,..., ., .......,.., .4,,, , ,,.,, 1:11400ti .1. PINd W08.d LS : 9t TE16I-SEI-dBS ;. ,..„ -• • isimek1.4144A,40,44 rii4 "g142.44.,V • w 6 D -J 0 00 CO Ca H . WI. -J CD IL. uj 0 2 g 5 • < f • ?, • w Z 0 Z • uj 2 • 0 O — O 1— uj w • C.) • 1 z • -±- O 1— � O It 71 ri1 0 z Ncv Y PPS ROBERT W. CHAMPION, A.I.A. 3802 Colby Avenue Everett WA 98201 Ph. (425) 259 -3136 Fax 252 -3317 VALVE---5 10["4 0 VV/ ry N . j I/ 00 t JA 1 5 AC°_.K . FLD , m o tN ce is subject to � t � pubUa Iivei beet r�� nce with current Thee ttrncox for confocma errors and City t Acceptance �IIY �1�����ds. ^::-iie violations of which do ^nt acs '�iiity pt fi e s a s ar id ; ::.:eS. t= v i= t � the fP! the dcgn ail: design rests to?a.� for the adcq =.za: -. `� i.,' iii) .; ;jr revifl strs to th er Additions, , Si CFO c s design . drawings after this da�b al of r � d�,ccittp . and will require a res for subsequent approv ect to field inspection by Final acceptance is subj ector. the public Works utilities insp Dates By e' ..... &U1 LDIN WA1 METE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT: aic" r , r .rt 6' �x ,.3; i° j' y �' tt3�34'a•''�Yt+i �ti �'V.a�u Y. `*''.iti " . . • r 'r .�r.i' "I " .,�'.,. ". ''Y"'. t�e.�l; t l'{r'i'�jb��i�v+` �� � � t 'f.,� +''�.:;i.)�r'1�,•�+•�' }ty1tt itfuly • ry 4 Address roj ect.. Name Sprinklers: Fire . Alarm Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM City of Tukwila Fire Department ! Ah vc. /L/ is G cr 9 (.i-1' • (J» 8t(-7 /4 Retain current inspection schedule shift inspection Approved without correction notice Approved with correction notice issued Al • r •.TURWILA FIRE DEPARTMENT FINAL APPROVAL.FORM Permit No. 4b 0 / '-s q T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # 6 Dat Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 ?.Si e*LtA'AI,4,4.a4.111 i c . z w ce 00 co w • O g Q . N = a �.w z � � z �-. Lu w 0 O D- C1 r w w u' o, Z w H =. o ~• z Kind of Fixture Fixture Units • No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 Dental units 1 1 1 1- Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb (interior) 5 3. Clotheswasher or laundry tub 4 2 ' 1 4. Sink, bar or lavatory 2 1 17 3 1 1 - Sink, clinic, flushing 10 10 Sink, kitchen 4 2 • Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank . 3 3 Urinal, wall or stall ' 5 5 1 c Water closet, tank 5 3 3 i 5' Water closet, flush valve 10 6 1058 (Rev. 10/00) _ on-Residential Sewer Use Certification (To be completed for all :sewer connections, reconnections or change of 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 Ordinance No. 11034, all sewer customers who establisha new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge Is established annually by the IGng .. County Council tiut.is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen'' years 'The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer " " • ' • customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at • (206) 684 - 1740. ' • (Please print or type) Owner's Name itr_ z y 4 (Last, First, Middle Initial) Property Legal Address: ' ' Party's Mailing Address: Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) — Property Street Address Go ZD 5 e 2-7 City or Sewer District Date of Connection City, State, ZIP • . as Side Sewer Permit # Owner's Phone Number (4t) 74 509+ Owner's Mailing Address (if different from above) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units 62 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20' RCE lFor:�Kl`ng Gown . YAccotilit.# , "•Mdnthlyr. a t€ Y � ,.. '. Sixi Monthtltao White - King County Property Tax ID # 000 5450 0C9 Party to be Billed (if different from owner) or Property Contact Phone # ( ) Demolition of pre - existing building? ❑ Yes 0 No Type of building demolished Sewer disconnect date B. Other Wastewater F(pw (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A +. B 3.1 3.1 RCE RCE CITY OF SEP, 12 2001 PERMIT CENTER 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. Signature of Owner/ Representative Print Name of Owner/ /� Representative 1 +PMP(ON PtA Date Yellow - Local Sewer Agency Pink - Sewer Customer s riSi�i:,f 3ik1:,. %si;'ti+!e;'i.4�.v� 5�a5?Sti31['• ..:tta�:'k: 14.7i vi=ta `;iGktt' {: ref l..t.;';t LICENSE DETAIL INFORMATION Form Page 1 of 1 Current Filter: None STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Registration# or License RODNECC994MT Name RODNEY COLEMAN CONSTRUCTION Address 3504 200TH PL SE Address City LYNNWOOD State WA Zip 98036 Phone Number 4256972199 Effective Date 7/30/01 Expiration Date 5/10/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity INDIVIDUAL Specialty Code GENERAL Other Specialties UBI Number 602036469 * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * * ** https : / /wws2.wa.gov /lni/bbip /TF2Form .asp ?license= RODNECC994MT CITY OF OCT 01 2001 PERMIT CENTER New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page 10/1/01 ROD COLEMAN CONSTRUCTION Commercial • Residential Licensed'. finiuled • Insured • • Lic. RODNCC99' Rod Coleman 206-8404116 Cell • •:Domenic (Tony) DiFdippo • 125-697L2199 Office • _425-21I-8898 3501 -200th PL. S,W. Lynnwood, 1•VA 98636 • • 1 1- a ,z 1- '•• • ' • • 0•,-; • • • - eedto Enter Contractor. Information in Sierra: 'Yes :;: p: SS:>:::: �'' t:: S::::>;:;:;:,••:: i' t: i:: fr: S:• 2 :::::: S; S;: fv:;: y! �'. t`::::; 4:> ::::;::5::::�f >:::: : >:;�:'•: �' : •: :; >::!•: .... DOOR SCHEDULE 10 ` 3215 ONIN3d0 TYPE (NOTE 2) THICKNESS (3) CONSTRUCTION (4) FACING t: FINISH (5) (9) SStl1O (L) ONA R' I (8) 3W8Nd (6) 386MONVH 6310N (Ol) 306N01S 01 REPAINT EXISTING 3' 2 NEW GWB 3 EXIST. NO C WALL COVERING 3 NOTE 1 CHANGE 1 02 NOT USED 4 EXIST. NO CHANGE CHANGE 5 E 5 03 REPAINT EXISTING 3' 6 7 G 7 8 2 8 04 REPAINT EXISTING 3' 2 05 REPAINT EXISTING 3' 2 06 6' -8" HI X 3' -0" B T T T - T 3 07 6' -8" HI X 3' -0" B T T T - T 2 08 REPAINT EXISTING 3' 1 09 6' -8" HI X 3' -0" B TT T - T 4 10 6' -8" 111 X 3' -0" B T T T - T 6 11 6' -8" HI X 3' -0" B TT T - T 5 12 6' -8" HI X 3' -0" B T T T - T 3 13 6' -8" HI X 3' -0" A - AL - SG - - 7 14 6' -8" HI X 3' -0" B T T T - T 5 15 6' -8" HI X 3' -0" B T T I T 4 16 NOT USED 17 REPAINT EXISTING 3' WIDE DOOR. 8 18 6' -8" 1-11 X 3' -O" B T T T - T 4 ROOM MATERIAL CODE LIST FLOOR /BASE WALLS /WAINSCOTE CEILING 1 CARPET A REPAINT NEW 1 NOTE 3 & EXIST. GWB 2 VINYL B NOTE 1 2 NEW GWB 3 EXIST. NO C WALL COVERING 3 NOTE 1 CHANGE NOTE 2 4 D EXIST. NO 4 EXIST. NO CHANGE CHANGE 5 E 5 6 F 6 7 G 7 8 H 8 CONFERENCE 1Ar O DDS OFFICE ,5' -7 "t VERIFY _OP 1 11YP I . ,OP 2 COMP. VAC. 5 "± :Im STERILE SHORE UP AT EXIST. BEARING WALL & REPLACE WITH BEAMS PER STRUCTURAL IN SPEC. ADDENDA DOC)R NOTES I. SHOWN ON SCHEDULE INDICATES TYPICAL. 2. DOOR TYPES: REUSE ExImNG ]OOR =FAME A 3. ALL DOORS 1 3/4' THICK UNLESS NOTED. 4. DOOR CONSTRUCTION: TYPICAL = SOLID CORE HC = HOLLOW CORE HM = HOLLOW METAL AL = ALUMINUM & GLASS 5. FACING AND FINISH: TYPICAL = PAINT GRADE HARDWOOD 6. GLASS: TYPICAL = CLEAR WIRE SG = SAFETY GLASS 7. 1/3, 1, 2 ETC. INDICATES HOURS OF FIRE RATING. 8. TYPICAL FRAMES 'T"= MATCH EXISTING. 9. SEE SPECIFICATIONS OFFICE- ROOM NAME tA3 MATERIAL CODES, SEE UST 2 N F O . LOOR /BASE 2nd N0 WAL: 3rd N0. CEILING 1. MEDICAL GAS ROOM TO HAVE 5/8" TYPE X ONE HOUR WALLBOARD BOTH SIDES OF INTERIOR WALLS AND CEILING. PROVIDE MECHANICAL VENTILATION FOR 6 AIR CHANGES PER HOUR. TWO G.I. 36" SQUARE OUTSIDE GRILLES. ONE WITHIN 6" OF FLOOR AND ONE WITHIN 6" OF CEILING. 2. WALL COVERING TO BE APPROVED BY THE BUILDING DEPARTMENT AS NON ABSORBENT PER THE U.B.C. SECTION 807.1.2. 3. REUSE EXISTING UNDAMAGED TILE. ASSUME ALL NEW CEILING GRID EXCEPT ROOMS EAST OF RECEPTION ARE TO RETAIN EXISTING CEILINGS. ASSUME 505 OF THE TILE WILL NEED REPLACING. LOCATE EXISTING UNDAMAGED TILE IN CONFERENCE, DDS OFFICE, LAUNDRY, BREAK, LAB, STERILE AND SOUTH HALL. NEW TILE TO MATCH EXISTING PATTERN. 4. MATCH EXISTING WOOD BASE AT CARPET AREAS. MATCH EXISTING RUBBER BASE AT VINYL AREAS. VICINITY MAP WALL SCHEDULE; NEW EXISTING TO REMAIN REMOVE FLOOR PLAN NOTES 1. INDICATES LOCATION OF FIRE EXTINGUISHERS RATED 2A 1O -B:C. MOUNT WITH TOPS BELOW 54" FROM THE FLOOR IN RECESSED CABINETS. 2. UNE TYPES: EXISTING CENTER LINE HIDDEN - GENERAL NOTES 3 4 5 CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND DETERMINE THE LOCATION OF ADJACENT UTILITIES. NOTIFY THE ARCHITECT OF DISCREPANCIES. CONTRACTOR IS RESPONSIBLE FOR SAFETY PRECAUTIONS, METHODS. TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY DO NOT SATISFY THIS REQUIREMENT. CONTRACT DOCUMENTS DESCRIBE GENERAL AND TYPICAL DETAILS. WHERE CONDmONS ARE NOT SPECIFICALLY DETAILED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS SUBJECT TO ARCHITECTS APPROVAL. DIMENSIONS AND QUANTITIES ARE NOT REVIEWED ON THE SHOP DRAWINGS BY THE ARCHITECT. THEY MUST BE VERIFIED BY THE CONTRACTOR. 6 OUTSIDE DIMENSIONS ARE TO THE OUTSIDE FACE OF CONCRETE WALLS. INSIDE DIMENSIONS ARE TO FACE OF THE STUDS OR CENTER OF COLUMNS UNLESS NOTED. 7 AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A107 "GENERAL CONDITIONS FOR THE CONTRACT FOR CONSTRUCTION" & "ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR" CURRENT EDITION. IS HEREBY MADE A PART OF THESE DOCUMENTS. 8. REVISE EXISTING FIRE ALARM SYSTEM PER CITY REQUIREMENTS. NOT IN CONTRACT. 9. ANY CONTACT WITH MATERIALS THAT MAY CONTAIN HAZARDOUS WASTE DURING REMODELING OR DEMOLITION SHOULD IMMEDIATELY BE REPORTED TO THE ARCHITECT. THIS MAY INCLUDE OIL STORAGE TANKS, LEAD PAINT AND. OR MATERIAL CONTAINING ASBESTOS. 10. FURR AROUND ALL OTHERWISE EXPOSED STRUCTURE, DUCTS. PIPES, AND OTHER UTILJES UNLESS NOTED. 11. BEFORE RE- ROOFING, INSTALL OVERFLOW ROOF DRAINS CENTRALLY AT EACH OF 4 SIDES AND 2 IN THE MECHANICAL WELL THE INLET IS TO BE 2" ABOVE THE EXISTING ROOF DRAIN AND SIZED AS LARGE AS THE EXISTING. DISCHARGE AT THE NEAREST OVERHANG SOFFIT. ALL PER UBC 1506.3. THE ROOFING AND HVAC REVISION I5 NOT IN THIS CONTRACT. 12. EXHAUST CLOTHES DRYER VENT TO THE EXTERIOR.' 13. LOCATE 4 X 4 POSTS AT XRAY STATIONS FASTENED SECURELY AT FLOOR SLAB AND ROOF STRUCTURE. LOCATE AS DIRECTED BY DENTAL EQUIPMENT SUPPLIER. 14. RETAIN EXISTING APPROX.. 8' -10' CEILING HEIGHTS. LOWERED CEILING AT OPERATORY 6,7,9 & 10 INCLUDING TOILET ROOMS AN HALL WHICH ARE APPROX.. 7' -10' MAY REMAIN IF DUCTS ARE ABLE TO FIT IN THE ATTIC SPACE. END THE LOWERED CEILING AREAS IN THESE SPACES AT A WALL. 15. INSTALL A NEW 1/2 ". PAINTED OVERLAY WATERPROOF PLYWOOD CMUNG AT THE NORTH ENTRY PORCH. INSTALL NEW WOOD TRIM AT THE COLUMNS. REPLACE ANY DRY ROT DISCOVERED WHEN THESE ITEMS ARE REMOVED AT THE OWNER'S EXPENSE (PROVIDE A COST FIRST). 16. MATCH EXISTING DOOR FRAMING, BASE AND WINDOW TRIM WHERE REQUIRED. USE WOOD BASE AT CARPET AND RUBBER BASE AT RESIUENT FLOORS. 17. SHORE UP ROOF JOIST AT BEARING WALLS BEFORE REMOVAL 18. REUSE ONE SOAP DISPENSER ONE TOWEL DISPENSER AND TWO WASTE CONTAINERS. 19. REVISIONS IN THE HVAC SYSTEM AND RE- ROOFING ARE LAUNDRY NOT IN THIS CONTRACT. THEY ARE PEING NEGOTIATED WITH 1A3 SYSTEM HEATING AND AIR CONDmONING. (206) 762 -4249 9410 DELRIDGE WAY SW; SEATTLE 98106. 20. THE PLUMBING 81D IS TO ASSUME CONNECTION TO THE SIDE SEWER 5 OUTSIDE THE BUILDING NORTH OF THE NEW TOILET ROOMS. IF THE SIDE SEWER 15 NOT LOW ENOUGH OR LOCATED ELSEWHERE, A PROPOSED CHANGE ORDER IS TO BE PRESENTED 21. EXTERIOR PLASTER SHALL COMPLY WITH UBC SECTION 2508 AND TABLE 25 -F. R-1 WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE; PRESCRIPTIVE METHOD TO BE USED. EXISTI60 HVAC SYSTEM WILL BE REVISED AND INSULATION WILL CONTINUE TO BE USED. INSTALL R -19 INSULATION AT NEW PATIO ENCLOSURE WALLS. REMOVE EXISTING SOFFIT AND INSULATION. INSTALL NEW R -30 BLANKET INSULATION AND PROVIDE 200 SQ. IN. OF SCREENED CROSS VENTILATION BETWEEN THE NEW INSULATION AND THE EXISTING ROOF DECK PER U.B.C. SECTION 1505.3. THE NEW GLAZING AT THE LAB TO BE INSULATING FLOAT GLASS WITH ARGON FILLED 1/2" MINIMUM AIR SPACE THE NO. 3 SURFACE TO BE LOW E COATED. PROVIDE FANS RATED FOR 50 CFM IN BATHROOMS WITH PROVISIONS OF WSEC 502.4.4. WATER HEATER LABEIJED TO MEET NAECA LATEST EDOON. SET TO 120' MAX. SHOWERS AND LAVATORIES SET TO 2.5 GPM MAX. DENTAL OPERATORIES AND LAB ARE EXEMPT FROM LIGHTING POWER REQUIREMENTS PER 1512.1. PER 1521 THE FOLLOWING FIXTURES ARE EXEMPT FROM THE WASHINGTON STATE ENERGY CODE NINETY FIVE PERCENT OF THE NEW LIGHTING FIXTURES TO BE ONE OR TWO LAMP MAXIMUM NON- LENSED, FLUORESCENT FIXTURES FITTED WITH TYPE 0 -5, T -6, T -8 OR PL TYPE LAMPS FROM 5 TO 50 WATTS AND ELECTRONIC BALLASTS. THE REMAINING FIVE PERCENT MAY BE ANY TYPE OF FIXTURE AND LAMP. PLUMBING FIXTURE SCHEDULE NOTE ALL PORCELAIN FIXTURES TO BE WHITE UNLESS NOTED OTHERWISE P1 KOHLER HIGHLINE WATER CLOSET K -3427 WITH RIGHT HAND TRIP LEVER. ADA APPROVED. P2 POTTERY SINKS BY OWNER. VERIFY SIZE. MOEN FAUCET 520 -WFMPU AND INSTALLATION BY CONTRACTOR. P3 ELKAY LR -1918 18 GAUGE LUSTERTONE SELF RIM STAINLESS STEEL SINK. 19" X 18" OUTSIDE, 16" X 11 1/2" X 7 1/2" DEEP BOWL ELKAY LK -4122 FAUCET WITH 9" OUTLET HEIGHT P4 KOHLER FREEWILL BARRIER -FREE 42" X 36.1/2 X 83 1/4 K -12458 SHOWER MODULE WITH ALL RECOMMENDED FEATURES. TRANSFER SHOWER. STALL. FOLD DOWN SEAT OPPOSITE CONTROLS & HAND HELD SHOWERHEAD. GRAB BAR +33" TO +36 ". 18" LONG OPPOSITE OPEN SPACE. ONE END TERMINATED AT THE WALL OPPOSITE THE SEAT. A GRAB BAR 27" MIN. LONG OPPOSITE THE SEAT. R-1 E EXISTING U P5 R P6 REUSE. EXISTING WATERCLOSETS. P7 LARGER POTTERY SINKS BY OWNER. VERIFY SIZE. MOEN FAUCET 520 -WFMPU AND INSTALLATION BY CONTRACTOR. DEMOLITION PLAN DOi-5f ` RECUT. BREAK Eil FLOOR PLAN Vs' = r-o' UNIFORM BUILDING CODE OCCUPANCY GROUP B CONSTRUCTION TYPE V -N 1997 UNIFORM BUILDING CODE (H 0 V 0 0 WANING ❑ ■ ■11■■ ■ ■ ■■ 1111111111 a t' s' EXISTING BUILDING AREA 3.957 SQ. FT. ADD 207 SQ. FT. = 4,164 SQ. FT. TOTAL 23' 6 "t VERIFY STOCK HIGH IMPACT PLASTIC SIGNS AND POST SET IN CONCRETE AS APPROVED FOR WASH., STATE ACCESSIBLE DESIGN REGULATIONS. ACCESSIBLE PARKING SIGN 96' 3 "± VERIFY 7 ' BASKING • EXIST. POWER 't PP 18 A[ 17 MEDICAL G. MMHANICAL DUMPSTER • cosnNG BITUMINOUS PAVING C LEGAL DESCRIPTION _RELOCATE EXIST. ALARM & TELEPHONE BOARD OP 11 Pz LONG.. WAY PROPERTY LI NE 150' PIPES (RE- STRIPE BY OW11ER) PARK. 16 NO CHANGE THAT PORTION OF HENRY HEADER DONATION CLAIM NO. 46 IN ::ECTION. 24, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. . IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH MARGIN OF S0JTH 158th STREET, AS IT NOW EXISTS, WITH THE EASTERLY MARGIN OF SECONDARY STATE HIGHWAY NO. 2M (WEST VALLEY 00AD SOUTH) AS R. NOW COSTS' THENCE ALONG SAID NORTH MARGIN N.87 07' 22' EAST 150.0 FEET; THENCE NOT 52' 35" W. 100.0 FEET; THENCE 5.8T 07' 22•W. 158.42 FEET TO THE SAID EASTERLY MARGIN OF SAID HIGHWAY; THENCE S.OT 41' 310 E. 100.35 FEET TO THE POINT OF BEGINNING: I /I I / I i, SITE PLAN $ CAJF 1 = 20.0 0 4' 2 I understand that the Plan Check, approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. Date !® Permit No. -- OP 13 I _ FILE COPY SEPARATE PERMIT QUIRED FOR: ECHANICAL ELECTRICAL LU GAS PIPING CITY OF TUKWILA BUILDING DIVISION 05 IS, SHALL B IV lADE NG TO =< W PFAOR 0 SU ILO f D,Y9,.,. 2 X 6 FURRING AT EXISTING a y CURTAIN WALL 50. & WEST 2. m o BRICK WITH R -19 INSULATION MATCH EXISTING ALUMINUM'S 40' 80' CQ1' 1EC,10P 4 RECEIVED :TTY OF TUKWILA SEP 12 2001 FERMI OPEN ADJUSTABLE SHELVES FRAME AND SHELVES SOLID EDGED. EXPOSED PARTS PLASTIC LAMINATE UNLESS NOTED. 6" HIGH P.L. BACKSPLASH ON 3/4" PLYWOOD STAINLESS STEEL WIRE PULLS AS SELECTED. ADJUSTABLE SHELVES BEHIND DOORS CABINETWORK NOTES: 1. DOORS TO BE 3/4" MATERIAL. TOPS 1". 2. ALL SINK SECTIONS TO HAVE P.L. BACKSPLASHES THE FULL LENGTH OF THAT COUNTER. 3. PROVIDE FINISH END PANELS WHERE EXPOSED. 1 "0 LEG AT UNSUPPORTED COUNTER ENDS. 4. SHELVES ARE TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. 5. DRAWER UNITS TO HAVE FULL EXTENSION ROLLER GUIDES FOR EXPOSURE TO REAR OF DRAWER WHEN FULLY OPEN. 6. UPPER CABINETS 12 CLEAR DEEP INSIDE, LOWER COUNTER 25 DEEP UNLESS UNLESS OTHERWISE NOTED. RECESSED DISPENSER DRAWERS 1 1' -6" 2' IN AMAX 3' MIN. I I 5' MIN. BOO g , PLAN 7. SUPPORT COUNTERTOPS WITH APPROVED BRACKET 3' -0 ON CENTER MINIMUM 8. INSTALL 2 -1/2 "0 GROMMETS WITH COVERS AT A R -O ON CENTER IN COUNTER TOPS KNEE SPACES FOR ELECTRICAL CHORDS. 9. ATTACH CABINETWORK WITH SCREWS OR BOLTS FOR EASE OF RELOCATION. 10. PARTS HIDDEN BEHIND DOORS OR INTERIOR OF DRAWERS MELAMINE OR POLYESTER. PARTS EXPOSED WHEN DOORS ARE CLOSED TO BE PLASTIC LAMINATE 11. MAXIMUM 3/4 SHELF SPAN 36 ° . SAMPLE ELEVATION 0 0 0 AT OSED NTER CAL SAFETY GLASS 6" MAX. J L OWNER'S REFRIGERATOR LOCATE CONVENIENCE OUTLETS +18 ABOVE FINISH FLOOR AT KNEE SPACE WITH GROMMET WIRE HOLES IN DESK TOP_ FULL HEIGHT BACKSPLASH TYPICAL 0 STERILE TRASH WAITING EAST ELEVATION 2' LATERAL PENTAFLEX SINK G.W.B. OWNER'S AUTOCLAVE STERILE WEST ELEVATION MEN ALAS WOMEN'S TYPICAL ACCESSIBILITY 1/2" = 1 SIZE FOR OWNER' TRAYS 14 1/4" WIDE X 9- 9/16 ". DEEP X 14 3/4" HIGH (VERIFY) 1 L CHROME PEDESTAL WITH PLATE FASTENED TO FLOOR UNDER CARPET RECEPTION WEST ELEVATION VINYL WALL COVERING TO BE APPROVED BY CITY OF TUKWILLA FOR TOILET ROOM USE. MEN SOUTH ELEVATION (WOMEN SIMILAR) MIN CUPS & TOWELS 1 L L - KNEES STERILE NORTH ELEVATION LATERAL LETTER LETTER PENTAFLEX = 4' TIMES TWO FILES BY OWNER PASS THROUGH TRAYS HALL SIDE OF STERILE ISLAND KOHLER BARRIER -FREE TRANSFER TYPE SHOWER K -12457 K- T8228- 4 /K- 304 -K /K -9674 WITH 1" SEAT PER CODE. VERIFY MODEL NO. 1 X 3 WITH EXPOSED EDGES 3/8° CHAMFER TYPICAL TRIM STAFF SOUTH ELEVATION 5 "- 6 1/2 "± i 4" RECEPTION SOUTH ELEVATION STONE BY OWNER AT THESE 2 SURFACES &END CONTRACTOR INSTALL ooV SIZE FOR OWNER'S TRAYS `14 1/4 WIDE X 9 -9/16" DEEP X 14 3/4 HIGH (VERIFY).. STERILE SIDE OF ISLAND nc -00 cx .c4 w 21 Ste` N1 \ X t5 \ CITY OF TUKWIIA AUG i 4 ?rD O PERMIT CENTER 32" TO 36'' CUBBY HOLES 11 1/4 CLEAR WIDE MINIMUM WITH 1/4" HARDBOARD DIVIDERS 3 CLEAR. ORK BRACES AS NEEDED KNEES ' .. I I DRAWERS WITH r.--2' -9 DIVIDERS KNEES - I I - OPEN ADJUSTABLE SHELVES FRAME AND SHELVES SOLID EDGED. EXPOSED PARTS PLASTIC LAMINATE UNLESS NOTED. 6" HIGH P.L. BACKSPLASH ON 3/4" PLYWOOD STAINLESS STEEL WIRE PULLS AS SELECTED. ADJUSTABLE SHELVES BEHIND DOORS CABINETWORK NOTES: 1. DOORS TO BE 3/4" MATERIAL. TOPS 1". 2. ALL SINK SECTIONS TO HAVE P.L. BACKSPLASHES THE FULL LENGTH OF THAT COUNTER. 3. PROVIDE FINISH END PANELS WHERE EXPOSED. 1 "0 LEG AT UNSUPPORTED COUNTER ENDS. 4. SHELVES ARE TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. 5. DRAWER UNITS TO HAVE FULL EXTENSION ROLLER GUIDES FOR EXPOSURE TO REAR OF DRAWER WHEN FULLY OPEN. 6. UPPER CABINETS 12 CLEAR DEEP INSIDE, LOWER COUNTER 25 DEEP UNLESS UNLESS OTHERWISE NOTED. RECESSED DISPENSER DRAWERS 1 1' -6" 2' IN AMAX 3' MIN. I I 5' MIN. BOO g , PLAN 7. SUPPORT COUNTERTOPS WITH APPROVED BRACKET 3' -0 ON CENTER MINIMUM 8. INSTALL 2 -1/2 "0 GROMMETS WITH COVERS AT A R -O ON CENTER IN COUNTER TOPS KNEE SPACES FOR ELECTRICAL CHORDS. 9. ATTACH CABINETWORK WITH SCREWS OR BOLTS FOR EASE OF RELOCATION. 10. PARTS HIDDEN BEHIND DOORS OR INTERIOR OF DRAWERS MELAMINE OR POLYESTER. PARTS EXPOSED WHEN DOORS ARE CLOSED TO BE PLASTIC LAMINATE 11. MAXIMUM 3/4 SHELF SPAN 36 ° . SAMPLE ELEVATION 0 0 0 AT OSED NTER CAL SAFETY GLASS 6" MAX. J L OWNER'S REFRIGERATOR LOCATE CONVENIENCE OUTLETS +18 ABOVE FINISH FLOOR AT KNEE SPACE WITH GROMMET WIRE HOLES IN DESK TOP_ FULL HEIGHT BACKSPLASH TYPICAL 0 STERILE TRASH WAITING EAST ELEVATION 2' LATERAL PENTAFLEX SINK G.W.B. OWNER'S AUTOCLAVE STERILE WEST ELEVATION MEN ALAS WOMEN'S TYPICAL ACCESSIBILITY 1/2" = 1 SIZE FOR OWNER' TRAYS 14 1/4" WIDE X 9- 9/16 ". DEEP X 14 3/4" HIGH (VERIFY) 1 L CHROME PEDESTAL WITH PLATE FASTENED TO FLOOR UNDER CARPET RECEPTION WEST ELEVATION VINYL WALL COVERING TO BE APPROVED BY CITY OF TUKWILLA FOR TOILET ROOM USE. MEN SOUTH ELEVATION (WOMEN SIMILAR) MIN CUPS & TOWELS 1 L L - KNEES STERILE NORTH ELEVATION LATERAL LETTER LETTER PENTAFLEX = 4' TIMES TWO FILES BY OWNER PASS THROUGH TRAYS HALL SIDE OF STERILE ISLAND KOHLER BARRIER -FREE TRANSFER TYPE SHOWER K -12457 K- T8228- 4 /K- 304 -K /K -9674 WITH 1" SEAT PER CODE. VERIFY MODEL NO. 1 X 3 WITH EXPOSED EDGES 3/8° CHAMFER TYPICAL TRIM STAFF SOUTH ELEVATION 5 "- 6 1/2 "± i 4" RECEPTION SOUTH ELEVATION STONE BY OWNER AT THESE 2 SURFACES &END CONTRACTOR INSTALL ooV SIZE FOR OWNER'S TRAYS `14 1/4 WIDE X 9 -9/16" DEEP X 14 3/4 HIGH (VERIFY).. STERILE SIDE OF ISLAND nc -00 cx .c4 w 21 Ste` N1 \ X t5 \ CITY OF TUKWIIA AUG i 4 ?rD O PERMIT CENTER 32" TO 36'' LOCATE A GROMMET FOR GARBAGE DROP TYPICAL - - SINK 7- 1 I I t11 OPEN ADJUSTABLE SHELVES FRAME AND SHELVES SOLID EDGED. EXPOSED PARTS PLASTIC LAMINATE UNLESS NOTED. 6" HIGH P.L. BACKSPLASH ON 3/4" PLYWOOD STAINLESS STEEL WIRE PULLS AS SELECTED. ADJUSTABLE SHELVES BEHIND DOORS CABINETWORK NOTES: 1. DOORS TO BE 3/4" MATERIAL. TOPS 1". 2. ALL SINK SECTIONS TO HAVE P.L. BACKSPLASHES THE FULL LENGTH OF THAT COUNTER. 3. PROVIDE FINISH END PANELS WHERE EXPOSED. 1 "0 LEG AT UNSUPPORTED COUNTER ENDS. 4. SHELVES ARE TO BE ADJUSTABLE UNLESS NOTED OTHERWISE. 5. DRAWER UNITS TO HAVE FULL EXTENSION ROLLER GUIDES FOR EXPOSURE TO REAR OF DRAWER WHEN FULLY OPEN. 6. UPPER CABINETS 12 CLEAR DEEP INSIDE, LOWER COUNTER 25 DEEP UNLESS UNLESS OTHERWISE NOTED. RECESSED DISPENSER DRAWERS 1 1' -6" 2' IN AMAX 3' MIN. I I 5' MIN. BOO g , PLAN 7. SUPPORT COUNTERTOPS WITH APPROVED BRACKET 3' -0 ON CENTER MINIMUM 8. INSTALL 2 -1/2 "0 GROMMETS WITH COVERS AT A R -O ON CENTER IN COUNTER TOPS KNEE SPACES FOR ELECTRICAL CHORDS. 9. ATTACH CABINETWORK WITH SCREWS OR BOLTS FOR EASE OF RELOCATION. 10. PARTS HIDDEN BEHIND DOORS OR INTERIOR OF DRAWERS MELAMINE OR POLYESTER. PARTS EXPOSED WHEN DOORS ARE CLOSED TO BE PLASTIC LAMINATE 11. MAXIMUM 3/4 SHELF SPAN 36 ° . SAMPLE ELEVATION 0 0 0 AT OSED NTER CAL SAFETY GLASS 6" MAX. J L OWNER'S REFRIGERATOR LOCATE CONVENIENCE OUTLETS +18 ABOVE FINISH FLOOR AT KNEE SPACE WITH GROMMET WIRE HOLES IN DESK TOP_ FULL HEIGHT BACKSPLASH TYPICAL 0 STERILE TRASH WAITING EAST ELEVATION 2' LATERAL PENTAFLEX SINK G.W.B. OWNER'S AUTOCLAVE STERILE WEST ELEVATION MEN ALAS WOMEN'S TYPICAL ACCESSIBILITY 1/2" = 1 SIZE FOR OWNER' TRAYS 14 1/4" WIDE X 9- 9/16 ". DEEP X 14 3/4" HIGH (VERIFY) 1 L CHROME PEDESTAL WITH PLATE FASTENED TO FLOOR UNDER CARPET RECEPTION WEST ELEVATION VINYL WALL COVERING TO BE APPROVED BY CITY OF TUKWILLA FOR TOILET ROOM USE. MEN SOUTH ELEVATION (WOMEN SIMILAR) MIN CUPS & TOWELS 1 L L - KNEES STERILE NORTH ELEVATION LATERAL LETTER LETTER PENTAFLEX = 4' TIMES TWO FILES BY OWNER PASS THROUGH TRAYS HALL SIDE OF STERILE ISLAND KOHLER BARRIER -FREE TRANSFER TYPE SHOWER K -12457 K- T8228- 4 /K- 304 -K /K -9674 WITH 1" SEAT PER CODE. VERIFY MODEL NO. 1 X 3 WITH EXPOSED EDGES 3/8° CHAMFER TYPICAL TRIM STAFF SOUTH ELEVATION 5 "- 6 1/2 "± i 4" RECEPTION SOUTH ELEVATION STONE BY OWNER AT THESE 2 SURFACES &END CONTRACTOR INSTALL ooV SIZE FOR OWNER'S TRAYS `14 1/4 WIDE X 9 -9/16" DEEP X 14 3/4 HIGH (VERIFY).. STERILE SIDE OF ISLAND nc -00 cx .c4 w 21 Ste` N1 \ X t5 \ CITY OF TUKWIIA AUG i 4 ?rD O PERMIT CENTER 32" TO 36'' NEW WINDOW TO MATCH EXISTING NEW ALUMINUM WINDOWS AND DOOR TO MATCH EXISTING 11 11 -4" 1I 11 II 11 KNEES 5'-' LETTER SIZE LATERAL PENTAFLEX/ ES II 1 r NEW WINDOW TO MATCH EXISTING J 11 11 1 1 1 1 I 1I 11 II 11 1 CORK MAGNETIC I CORK III 4 SPLA Li ES KNEES / I TRSH TI — r7 II DRAWERS & COUNTER KNEES FOR )WEL 'ENSER XES 4 II II WALL 1 1 I 1 CABI MAY N BE 2 X3 STUDS OR 1 I � 1 1 1 1 I 11 1 v ES I — r7 II DRAWERS & COUNTER KNEES OPE{AAORIES T 4 I 1 EXTENqOTO RE 4t 0 li 11 i it OMIT BOTTOM ACCESS TO T AND CUP DIS CUT OUT GLOVE BO 2 GLOVE HOI 3 "0 WASTE 1 WITH GROMM OPERATORY HALL ELEVATION 12 GA. WIRE WITH 3 WRAPS MIN. CONNECTION SUSPENDED CEILING 3 EQUAL SPACES LABORATORY WEST ELEVATION I 3' • COMPRESSION STRUTS SCALE 1 -1/2" = 1' -0" OPERATORY ASSISTANT SIDE ELEVATION BLOCKING OR ROOF JOIST LOCATE 3/4 "16 GA. CHANNEL OR 7/8" HAT CHANNEL. COMPRESSION BRACES EVERY 144 SQ. FT. MIN. (12' O.C. EACH WAY) 3' STOP CABINET 2' SHORT OF END WALL FOR PASSAGE TO NEXT OPERATORY WHERE SHOWN. XRAY SWITCHES TO BE LOCATED HERE PROVIDE DOOR FOR X -RAY ACCESS TO OPERATORY 6 & 7 PLUS 10 & 11 ROVIDE 2 SUPPORTS OR X -RAY FROM SLAB 0 ROOF STRUCTURE. RI, SIZE & LOCATION ! RH DENTAL SUPPLIER ALL PARTITIONS ATTACHED TO .ACOUSTICAL CEILING SHALL BE BRACED AS FOLLOWS: BRACES TO BE 3/4" 16 GA. CHANNEL OR 7/8" HAT CHANNEL. USE 2 #8 SCREWS TO ATTACH. THE TOP PLATE OF THE PARTITION AND 2 #8 SCREWS TO ATTACH TO 1 -1/2" MIN BLOCKING BETWEEN JOIST. BRACES AT 8' -0" G.C. ALTERNATE SIDES. MAX. PLENUM HEIGHT 5' -0 ". BRACES NOT REQUIRED WITHIN 8' OF INTERSECTING PARTITIONS. PARTITION BRACING SCALE 1 -1/2" = 1' -0" 4 LOCKERS WITH LOCKS = EQUAL SPACES NPICAL UNLESS NOTED (6' -8 ") MAGNETIC 1 KNEES CORK LABORATORY EAST ELEVATION POLE I POLE 4 EQUAL OWNER'S MICROWAVE VERIFY' SIZE 0 BREAK ROOM WEST ELEVATION OWNE I VE RIFY . ---I VERIFY VERIFY / - SIZES 2 SINKS ONE WITH PLASTER TRAP LABORATORY SOUTH ELEVATION 1 2 LETTER PENTAFLEX DRAWERS DDS OFFICE NORTH ELEVATION vxrc- re nlauoomPlci 'e d :1 21508 4416406b feglete 26-F !STING DDS OFFICE EAST ELEVATION 2 /4 ROTNM 1 4 10P PND — INSULATION NOT SHOWN FOR MAR, SIMPSON 1102A 1(2" Dl4 BOLTS 7" MI EMBEDMENT 6 O.C. PERU.B.C. 2907. PRESSURE TR EATED PIATE PERIMETER FOOTING FOR SLAB ON GRADE UNDISTURBED EARTH egG 0 4'CQNC. SIPS WITH 6X6 10/10 SH ON 2 X 24 (HORIZONiALL�7 R -10 ME W.R. RIGID INSUL4TON ON -4" COMPACTED GRAVEL ON 6 MIL BIACK POLY VAPOR BARRIER STUCCO TO MATCH 6" OPEN DRAIN TILE COVERED WRH WASHED GRAVEL COVERED WRH FlLTER FABRIC ATTACH TO IXISTING RECEIVED CITY OF TUKWILA AUG 1 4 2001 PERMIT CENTER o ro w Q