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HomeMy WebLinkAboutPermit D02-152 - CAR TOYS - EXPANSION AND REMODELD02 -152 CAR TOYS 16901 Southcenter Py. ( . _ - _ ' - - \.._( • • ' - i" \� r ■ ..t r 84:11 Tukwila • 4 •# C of Me Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Q Permit Center Authorized Signature: 1 Air Date: 2-f6-0), 4 = ice �W : 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 6 D ordinances governing this work will be complied with, whether specified herein or not. U O } N CI The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws ` w W LU regulating construction or the performance of work. I am authorized to sign and obtain this development permit. H N u. Signature: `' Date: `7 yp_c32 W O ii_Q Print Name: * *,,,pS v ,i u) a Z 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 z H suspended or abandoned for a period of 180 days from the last inspection. H p Z l-- 2 { C=)o O N 8 H .. !E ; W I-� LL O Z . w - i � F- i' Z t . , } I z' .. 1 rY n ; r r y ,, ,, 1 1 i 1 g , ' -jr 9• doc: Devperm D02 -152 Printed: 07 -10 -2002 r�4 " ' �,t.12. . , .. ,. , i .. ... ,. .., .. , , ,.. .. .r '•, .• ...i .3'•' .. . . t r !. ta,M.. t1..5 a... ., t. YTtllt? .. « ......... .. _ .... .� ...� ... .... . . . .r......,......a.,W.• ..Y .++Y..++. ■ and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. . 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1 16: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of U , ,t, area. The extinguisher • V.:4 z` ``ti ` ' . should be of the "all purpose" (2A, 10B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10, 3- 1.1) F O ' 17: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. x . The hanger or bracket , ... ,. shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that ; % , the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the ta VO floor shall not be less '' doc: Conditions D02 -152 Printed: 07 -10 -2002 ,.i'44,%,4 f.. .. ' '. F �L;.'.`Si 1" .. ..i........ «.4... it -.I: .i" iaE ...•n x3::it�.tii. .. KrtfrtM BFI.." uF: aMNtx .NCarnn'mn.m..r.......r. .. ... - ..n�'yM7NTCw. .. y .. ,. .. . .. fj 1pliM. MmtY.MM . . t . , . ► - - _\ 1 r '� �1/ C of Tukwi Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 than 4 inches. 18: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign Z • stating, "Fire Q Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) H w 19: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) re 2 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month 6 C..) and year that the U o inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six W = years, dry chemical and halon i ' type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly u) IL, and yearly inspections w 0 J et U . ^ N ;) City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such z condition or violation. 37: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- Z 4407. ' -J U • v = p- 0 1— Z .. � ��� r if i R t i l Y i tt Y A yiP 1 L ^S doc: Conditions D02 -152 Printed: 07 -10 -2002 z,'; ;a .., , i .. ... .5�.�..a Ya.::..:lva:.lh' a,.,V.i .ta...i':k..' . lV.. . +W.rr..w. ...,...... ... .._, ...<............... .. .. ._. _ . ,. , a �w CITY OF T UI� "NI LA 1 • ; I v o Permit Center P ject Number ti) , +; . 6300 Southcenter Blvd., Suite 100 . ii "cif; ' � Tukwila, WA 98188 mit Number (206) 431 -3670 Z— l S Z Commercial / 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. Project Name /Tenant: V4jue of Construction: Site Address (include suite number) City State /Zip: Tax Parcel Number: 1 04 1 S au-rtic I�'j-Er n < i . iv , uvA eo 2402 364- lot/ P operty Owner: Phone: b_ 44E N V 'h1 t opes , G • r $ SC -HOPI e. LI) C. ?D- 4%6. 46a. 63157 Street Address: City State /Zip: Fax #: bit I N." 3[4t++ ST. 1 LL VU� , WA 1�ao 4 425. 4402 . 1 30 Contractor: � ? � ' /l � Pho /' Z � ^ et Teal. �'mL e o I 1 r L ily `1 l S e A dress: City State /Zip: Fax #: . >C 1 ax 74u , zi -CELL WA '4a 1 '125 . Rte- 0 16 Architect: Phone: ?iTtl 1— • Alt r• • 227'Q7/ Street Addr s City State/Zip: ax #: 71L] N • ai 1REzr - r ( W [OS p: zL . 7 ( � Engineer: Phone: �� ci •�KI��► �_ F iz1M,e 265 .0 Str•et Address: City State/Zip: Fax #: z ;Id/ t.tC ' c AT i' ... rD• 24(e % 0 _o • a • ContacPerson: Phone: I Z TO M > �r 20th. 443•Q4 re 6 Street Address: City State /Zip: Fax #: W = 26 w • � e s �r 1 wA 1oq 2ira • 441 Y4 o U) o Description of work to be done (please be specific): �'tdl u l l'�P1 ovfAehlT Li iO e J PE1. 7 0 w w tNlcL(/DE NEW ihiSTAWNON BAY el). >ufk IN l sr 010 3 ucr'u . 1pu r w OP EL OP 'ex1 ST it•i& Trig4 NT 9fWE w 0 Existing use: CgrRetail ❑ Restaurant El Multi-family ❑ Warehouse ❑Hospital 2 ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office u.. ❑ School /College/University ❑ Other = w Proposed use: Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Z H ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z 0 ❑ School /College /University ❑ Other Building Square Feet: 24 of existing No. of Stories: 1 Area of construction (sq ft): ! 314 5F U ° Y Will there be a change of use? ❑ yes ! no If es ex tent of change: (Attach additional sheet if necessary) 0 H — (L SALES T 2 $ ov1" Er41L IN,I L w Will there be rack storage? 73 yes . 7 no M C S — &cC v - . l- . — O Existing fire protection features: P sprinklers 0 automatic fire alarm ❑ none ❑ other (specify) ❑ .. Z U Will there be storage of flammable/combustible hazardous material in the building? yes no = 0 }— Attach list of materials and storage location on separate 8 1/2 X11 paper indicating quantities & Material Safety Data Sheets I APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: �,:,.,.�,,;:, .„ l.i \ice ❑ Miscellaneous + Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. VIM Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in _ Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I 0 I, Aft , AM Date application accepted: . , • • ' '." Date application expires: Aliplication taken by (initials) .....1 - ....: ' ' • , ,-es ' • 1- — - - / ...., • r ..., . • , • • , • PLEASE SIGN BACK OF APPLICATION FORM ,� •.. 11 /30/00 crpermir.doc ' 1111i 1 r ., Y'�; , YmP9ttttae ... • , , AIM ____ , , ' ,p 1 APPLI(ATIA MUST BE SUBMITTED WITH TH iLLOWING: > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED NIA SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). .. 1 Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. 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 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, Z identify by size and species which are to be removed and saved I I— 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use tY W only) D 11. Location and gross floor area of existing structure with dimensions and setback J 0 • 12. Lowest finished floor elevation (if in flood control zone) U so ri ri 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). w W Floor plan: show location of tenant space with proposed use of each room labeled J 1-- to w ❑ In w0 Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of g any hazardous materials; dimensions of proposed tenant space. g ❑ ❑ Vicinity Map showing location of site c d = w ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z H layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of I-- O rack. Structural calculations are required for rack storage eight feet and over. W ui W ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished v o • co ❑ 71 Construction details 0 1— ww ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure,' i.e., roof; size of water I-- H supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed I ' - - O sprinkler system design criteria as identified by the Fire Department. uj Z U (I) ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0 H ❑ CI SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Z ❑ ❑ 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 seiected at time of application a copy of this license wiii 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 ,`• II a • be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. .BUILDING • •'n,y y ' AUTHORIZED AGENT: , ' L Signature: r l � Date: y •' • ;. Q ; Print na 1 t I 90 Phor Y� iy_)747 t7 J Fax (�JP� a7• [ j T11 `5 L • J ` V V(S� / �r Y , c Address 7J! aim s,r s f City /State/Zip q • V QQ 1 i t a mi l II /30/00 IIIIM crpermil.doc te a . - _- -- - , -, • ■ • �� itZ City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT ' _~ ,F W r4 M JV. . ► ( �,. • , • • • Z 'H • co p INSPECTION RECORD I co W , ) 2, Retain a copy with permit r!i INSPECTION NO. PERM ;' ffriii N LL � Jdi+�.w.�,.i3ziti's y :s. ,, aL 'r::,..LS_ >t,Y::y.;,.iS,�. �S: � ni�;;-iw si a.�= r:r.,,.:,`...�. _ , "-...."....>: , , � � . , l; tSr a •Y+%! #fr1:r,;;;,U, ti3s. .. , l' 1• 6 ,v w > : ?Y }! 1. b . ti�SiFe . a 4 ; r • .. _, • i 4 - ' _ 11 :/ :, \ 1 . • ,: 4 .. • ,.., .Y': �SS'� ,vJ, '„t, ' 4', . v -v. . f41. ` pv t,,:,, .r xs'tD'J"F ,�, -.4ry•f r 4x ,. 4 ,. c . . v V777777' .. `\\\\ <� 4 ' Oi`• ' ., Z ' City of Tukwila Steven M. Mullet, Mayor .414: (Y. i,►�• _ , Fire Department Thomas P. Keefe, Fire Chief 1908 , z ' _I- • ~W re 41 TUKWILA FIRE DEPARTMENT U FINAL APPROVAL FORM U co 0 W = c Q 2 — /� — a J Permit No co � W O IL. Q = d �W Z = Prod ect Name C. u r l tJ y j 1 O I / z E- W Address 1 h 01 r-t 1 c,. <' vi ' .�/' P0,1,00 Suite # o v o1_-' w ,..-_,.....__ Retain.' _curr.ent_.inspection -schedule__ ,.. i v ~ u- O Needs shift inspection z . w co U = O~ '✓ App without correction notice Z Approved with correction notice issued • Sprinklers: V-P S ' Fire Alarm: Hood & Duct: . Halon: Monitor: Pre -Fire: . Permits: s: • i,41-A,-* . cc f--P.7 ` //3//2:-') l!'' Authorized Signature Date _:• Y ` ?e,, FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 471 ' , . S ea Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 1 ei kmit tif: 1 t _,_ _-- _ , ,. • . z 6 D ;. , Project Type f Inspectio 3 .`- ',' Address: Date called: Z 1 ._ . 7 .. :a.' •• Special instructions: Date wante � W W Requester: 0 D ti<" ,O N ,�,` .... Phone: O H . W Rt0. I I— W U 0:::::;,?:' Approved per applicable codes: n Corrections required prior to approv u. ~O , • x;45 CO MENTS: ! ` Ili Z U CO 7Wit : ` J 4/� (./' 17`�� L . 1 _ . 4 .5_,„.„ - 4.,\_ - ,7/›-7 ,...__. , ,ii . r ..e--. -?-._.?- /,/e5r").-+ ee , . 1 • s / 3 0 ,...., / /z2 , Q e l . ::: C . i ti {' ::;�;. •r: � .,: a �4 k `:.. Inspector Date: ,b r4. A, - ;`'•`,' $47 REINSPECTIO f E REQUIRED. Prior to inspection, fee must be paid 0 4.1 -, y`. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 1:;k1 .tpj' { ��• LvzS• ";;�: r':�17;��d: tC: /lei; � 1 � i ;r ' y : ,,�,,$. �7 .i ,,, �1 ^11.'x'.. ,t � a,• s .�,.: ',. ^ LuU�„,6,) • :i; ' • S »...cF::._i•:...r`st3. I'.;:ir.r : ?.aij Y�kktA`t - z , .; '`,: , ::. Rk:{i ':kr'll.1. *. 4.'.:.: ;:"itli .::'- :A:t.'.a :. ., .�.n aer. ,_i. '. ' .. rI=;. :- , _ t a i , - - -- - - -- _ ,-- ( 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (206)431 -3670 t Proje Ty f Ins ecti U. a ` � a K 7 /S ° � ? on: ( /r: f a Address. co D / JCS / Date l Q 1 U ~ H Z Special Instructions: Date Q W n ed: lr ■ o .2 gl) .2 .. - P.m. Z I•— Reque tfrr: !`e K) _ 7 Phone O A � O to ; - �J ° ,_ W Approved per applicable codes. El Corrections required prior to approval. F U I' CO MENTS: Z w U 0 /— ;tr Z I _ ' 1 1 1 „e '.:^ :4 Inspector. Date: e � ,1 ;! ta t, . r ,,// • ! El $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be 7 ,. ,, 1.#' : ,}x . 43 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. _; . .,,, ' `Receipt No Date: . , 1 1,. ... '''$, :' ar:'o∎eh a;,iatI14..1 ia iv, ..,, i t',kt1i.14:,, ,Iihat ,,, ,,A., 1 - _ ,. ... ,.,..'a tl}?.`r.,:' 3 ria'".; tos:. 'T:tY9b::::i+.R,Pae.:604,�i3'l: ,, ::4 9it:;•K.1y ..i, J. :1, • �"� _____ , /- ..._ -,.,- - . .. • ...• Z < • . - i l- i t- ' tu re 2 -,',;• - ,-,-,,,-.,--,, ..- .-‘4 — • , ' ' ''''. " r — r"''''''''r '''''Iv "r""z" " 3 • 0 0 , - u) 0 u) ii.1 INSPECTION RECORD al X Retain a copy with permit - • co u _ INSPECTION NO. • / PERMIT NO , : u j 0 2 1" CITY OF TUKWILA BUILDING DIVISION , r ; . s 46 g D 6300 Southcenter Blvd, #100, Tukwila, WA 9818; (206)431-3670 U) — a ' Pr z .."0.)....A 1 Ty of Inspection: (6. (.. I C Id ess. 0 1 Date called 7 1— o z 1— Special instructions: Date wanted: a.m. U.I uj Q 2 -- 2..- 0 , -p.m. 2 n D c3 Requeste r: tZ€ 0 e , U) N) ..., -- • 0 h - Phone: M _1') c — zzo-osq ui u i X 0 1.-. 1 , Approved per applicable codes. 0 Corrections required prior to approval. X . COMMENTS: . I i 1... 0 S 1..J6e.A.4 c 9 43( - 1: %a? C2 z I t"Z" 0 dvc-A - cry1/4_ • . . , i-:•, -- ,';isc.-;-;‘, gaZ1), ,„,....,„,,,,.„, . t...4eNta d" 4 _ - _ -- t ..�r - Z H Z Q _ Jo V Q 4 >; -. INSPECTION RECORD •. 2 c w i Retain a copy with permit �7' r � ''� ' INSPECTION NO /1/)PERMIT NO Cl) O CITY OF TUKWILA BUILDING DIVISION " ui } 6300 Southcenter Blvd, #100, Tukwila, WA 98188 206)431 -3670 F- Proje : I Type of Inspection: IL CO l 6 / AeryS /- r kk7 f ddress: D ate c u w z1._ Special instructions: Date w tec j . l //1 ," Z 0 f t'.... m: w w i Requester:, 2 D D , ire ii o N . Phone: ._ -OCo ' O?/ W w o Approved per applicable codes. Corrections required prior, to approval h COMMENTS: Z fil I CD \ C) ( A ) 0.-LP .k ..... c__O ( ' I- I 0 E- • l..l.e..,. i L )CJ) .. z k '�_ �, C cat v a� 4 .� ` ..0 .i\.. .�l:.,�, - t : r ' t e r • A t ;,,, 1 y ; Via t 4 F n espe tor: Dat . • $ .00 REINSPECTION R UIRED. Prior to insdection, fee must be paid ' ICY i :�tf � 1 • `t " i � � a 6300 Southcenter Blvd., Suite 100. Call to schedul reinspection. Re • t No: Date: ;,., y ` I ' ;,,, M!',, , t alkl . -4. ' ` .. „ w .. .:!. . ., ,::'u-:. ro,..,.«r.a Ye, 'Fis i',•'• ,,.. 't ,t ., n • ` t r . , ,„ :.." v,t "4;+ ,Ya . n: rlr.., ,l �n '•i�;'� }.�' sly -� +3�fii',�iIS,�Otbt� ^, . '., '• , r.• ' '4 ai5(,I•,v4,S1JYA:/ • :441.11" Q Z•1•4" At k•frWrt t.,d,.brJ3 ∎,Har ;.;no .. -- - ° __ --- - - -. - • z Q • ILI C4 us 0 O CO C I N W INSPECTION RECORD _ 1 i Retain a copy with permit D (�� 152— v � N W INSPECT" N NO. PERMIT NO. < J ' W 0 CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 . u. Project: '77,8 Type of Inspection: `' ' N d a,ii. 1/14-, tuai,c -loOa� . W Adress: Date ca led: Z 1— O Special instructions: wanted: a.m. W W 6'90/ 'PiG)10/19i•rteirt rDate 7—la -07-- < ? D p*, p,tik t Requester: kJ21 Phone rl 0 E- ,2.O(o-. 08 i0 proved per applicable codes. n Corrections required prior to approval. Z COMMENTS: .'t U CO O f" z • 1 . 1 ,. : y t , , r F 1 • nspel or: (./f.4/d 7 - '0 .41§4- 7.00 REINSPECT N FEE REQUIRED Prior to inspection, fee must be paid ; P „4 .t 6300 Southcente Ivd., Suite 100. all to schedule reinspection. 1 `` ,.• ceipt No: Date: 1 1 y - , , 4 1 . .d 1 , a _ c,.t e. u , ,xxrN'$.as+:t ri4. _ < ..<.. ,.r1 . •.. ' l. r .. ,, _ ,. .. .•g, :t -,,,A iidila ti f t' < 4a,.Jo,P ": ` li%t. .. • i ' , Z ILI C i c.) o I; INSPECTION RECORD ,4 co u- %LT - ,---' - ' c Retain a copy with permit �Q ' W O . INSPECTION NO. t a 0 / PERMIT NO. 2 ^ ' CITY OF TUKWILA BUILDING DIVISION j 0 u_ 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 rn a = Proj eft: W / r-� s Ty e of Inspection: _ Ca. f a (/` , /i2 s r e)- t n4 ? 1— Address: ; ,,;; ca : Da te lle Z O . • A9 9o/ , 'c f -7 � , q Special instructions: Date w nted: . a.m. 2 n 7 17 r_ ^� " 2 Requel�ttf� O — Ker ! III iigi onel 010- ,?0D4`0 l ~H l �' Approved per applicable codes. RI orrections required prior to approval U COMMENTS: ~O H / Z 1. /� • w J4 J � .�r 4/1 p ..‹ 4 V 2 .7 . \ -4 ( \ €k �A ,....,.. , cv ,� .� , • . , , YL.''s , 1.III " _ , 0 .474.it., mi .,, IIIMI A l 1101M, .4.4imwit . . l' — —AI 6 . - e l lA kI )4A Lnt'VQ, e 1 fT \• k Q----" .4.1r) P AO ifi A - 4 --- , ' ALAI A.. 1L 1. iii + .�_`d A -0 1. , wr r , In ecto Date: ^`^ $47.00 REINSPECTIO FEE REQUIRED. Pri to inspection, fee must be paid , at 6300 Southcenter BI .., Suite 100. Call t schedule reinspection. PY L , R ceipt No: ,. Date: { i { s ra*Y n' r►_ .}. ..� ■,r; ' •:,,,a• . �, .. 'a Y ;' � .'f'. r y, W t#„i y.t , � t, 55: .,Q,,,%nl ",`i5rr` er. ''. i1 , 22:. ,' $;fti, n;k rvi^ r2..s'2 - .... ∎t - +(b> 4:.., .. / Mr. . °.rda ' N!;: i .7 • ? r - _:ar ? "S(�:s.r'- W.:;�:l:wx..? lei ;r'.�s. w.:ia,:,�$.(t. c -y, . x t. ,a ..... r.: UlA,..S r.. �— . ... ' di 4.4.......441 Ejni • 4 f -.-..:_. IMF . . . - L 'I r \• \, I 40 .r jp Ci ✓ • .f , :l ,.,,./,.........:......, x l " i '? 3 -�; l,''.i r '.: spettor: ` Date: _ fi, ' \ n 7.00 REINSPECTION FEE QUIRED. Prior t inspection, fee must be paid ' �'' '` 74 . 6300 Southcenter Blvd., Sui a 100. Call to s edule reinspection. Y;, ; ' R: pt No: Date: Pay �:5' +',�'tf.i+ : �' �r�.),1 rr' G :tt': '!' e:t,r -. +A`;• '�. .ii'' �.. _..'�.. �,('1}rt!� rti`�:b'�•�17Syin ,L`fii' .,.1$' „V:a: ^ MlY•i; ciiySNw�vu:s ..: %�;.►c . ,,, 4 i »aw" i19;':� , +7 t'r. "• � �, ` 'q. ,t:.r..... G�Si.L F`". ri�rtrn Jrrb2? rr4 .. h'.'ttri• . .:..t•- .fi[ ' 4. tXiihwcl ...4.+.:t'sioti a l3 aY: r;. ii$' ;4:4'x riy: :);4'7d'te --■ - ■ .. — -- , • z . Z' ;�' W ir, J C) b 0 O C ' INSPECTION RECORD D0� I- Retain a copy with permit co u INSPECTION NO. PERMIT NO. W } }', ' CITY OF TUKWILA BUILDING DIVISION g J .:, ' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 11- `` Project: Typ� Inspection: = W r `;; _ O t.1/t / Th 1�� !�F%t'YLT /(/V° s work- Z = ,` Ad r ss: Date called: / � Socrf�We Ui l ld / 7 - 1 ° - D-- Z ° ,.: ' Special • instructions: Date wanted: (a�.niJ NJ W if,;;,,. Requester:l /, , t � %!; O co Phone: (J Ill uJ ' ' proved per applicable codes. Corrections required prior to approval. O :'''-' COMMEN U H 1- , - ? , , . - 1 • -�.J }.. ' �. ", L , i t 1f L 1=; , r s a f;;• Inspec r: Da 4 ' y t i .` g t 4k i 47.00 REINSPECTION E REQUIRED. Pr/6r to inspection, fee must be paid r, •._ at 6300 Southcenter Blvd., uite 100. Cal schedule reinspection. A, . :Y Receipt No Date: Fsz4a� "Lamm 1 a "" a +!': l: isYlt 'S:...i:..k�s.^.....siS1..:t '.::r:�i►1sii��:i3,`>....: - + r .:...........: r:: Sn +a.u.L.:. �.., ,:w.a aS , w:.:.. ...i , � 1.•:0 . y� 'tLY;U,.iti ti: + r,ri:tim"s', ✓1h�'il Z ' #•i: i"ak�,u:8' �:`aV•c�.:.�i.'t!; ,. ,i. i. �ittL+ n0!'.'t',•.,: .........,. .. ... .. .. .. .. .. .. .. '� .. .. .. .. .. .. ,x5 {rGlro 1 "vi �';'fit75q .r', P.I:r Zi. 3�' I - i ter ,. ' 1 J 1 NS \ \ \\ . *MA *MA ', °I Z i C ity o Tukwila f Steven M. Mullet, Mayor V -oil/ %- v ' -. ; ' , r'i J O • ', 0 ' . ••• kw ` • Department of Community Development Steve Lancaster, Director ' l' 1908 __ -_ z January 7, 2003 , 1 ,H- Z "' re W QQ 2 Tom Sather J U 20 West Geier Street 0 0 Seattle, WA 98109 ; u) W I RE: Permit Application No. 002 -152 I-- 16901 Southcenter Parkway u) LL W O Dear Permit Holder: 2 7: reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila LL j Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the = C1 Building Official under the provisions of this code shall expire by limitation and become null and void if the . W t building or work authorized by such permit is not commenced. within 180 days from the date of such permit, or if I z H the building or work authorized by . such permit is suspended or abandoned at any time after the work is f.. o ' commenced for a period of 180 days. t— ill W Based on the above, you are hereby advised to:. U p N • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final o 1— inspection. ' W W U This inspection is intended to determine if substantial work has been accomplished since issuance of the permit L I— or last inspection; or if the project should be considered abandoned. — Z lil If such determination is made, • the Building Code does allow the Building Official to approve a one -time• = .. extension up to 180 days.. Extension requests must be in writing and provide satisfactory reasons why F - .. O '— circumstances beyond the applicants control have prevented action from being taken. Z In the event you do not call for the above inspection or request and receive an extension prior to February 23, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. • Sincerely, • • 4- . r�Gs+t� . Stefania Spencer Permit Technician ' Xc: Permit File No D02 -152 k l ii g { Bob Benedicto, Building Official ^S-�a c • a ik,71,: 14. ,,,,,. .i . 1' ` - f Y r it IS ,, t44. 1'y v t yp; 4, y , b iz ) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Ass a i � F� .. a . .:....c ,; ,•:- r< +.zww..vr.+f »sJ%.4i:.'�:u'.t , • ^• y... +�nw.r ...... .. nvxwv..,..... ... a - • This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, �, rk except in full, without written permission from our firm is strictly prohibited. ; ' Page 1 of 1 " rt `f V' , Form No.: T-104 X': ti > Revised: 02/01 It97 3r • 1, '4,..A1 V .' . ... , f; ! ' I - , _ ddILA ' , �, C' City of Tukwila : � Q . 'r' m t Steven M. Mullet, Mayor , si} _ : Department of Community Development Steve Lancaster, Director ' ' . •• %_ . /90 _ - z June 10, 2002 - W re 2 Tom Sather —J 20 West Galer U Seattle, WA 98109 w = J RE: Letter of Incomplete Application #1 w o Development Permit Application Number D02 -152 2 Car Toys —16901 Southcenter Parkway g 5 — a Dear Tom: w Z Th is letter is to inform you that your permit application received at the City of Tukwila Permit Center on o June 5, 2002, is determined to be incomplete. Before your permit application can begin the plan review w w process the following items need to be addressed: ? o } 0 N . Q 1—' Building Department: Ken Nelson, Plans Examiner at (206) 431 -3670, if you have = w questions concerning the following: F- v L I p 1. Please identify what, if any, are the impacts to the adjoining tenant space, i.e., exits, etc. w _ v— o Please address the above comments in an itemized format with applicable revised plans, specifications, z and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. 1 . In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, :2 15/ .4 nijG`S , Q'' Stefania Spencer Permit Technician encl File: Permit File No. D02 -152 '` " ' P41 nrw 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 r,t i.N..+.H..:n.w,. •...;.r..n «. ....nl..a •. ^.•..,...•,. u.+.. n. n$ #t.unV..1..c•'FhTI.+„!Y�IR'Y .Ui m!iW+e. v.H.w.W.., . . . MM hE, 1CUhf #•.. ^ImvN'iw.uuyhVFncx+.Y — w .r 3.. ,� - - � • n 52,_ C(,,t,r o PERMIT NO.: 2 - ` - TE NANT NAME: ,_ 5 • BUILDING PERMITS INSPECTIONS CONDITIONS ❑ 1 Progress Inspection Status k 10001 No changes will be made to the plans unless approved ❑ 2 Pre- construction by the Engineer and the Tukwila Building Division ❑ 3 Investigation ❑ 10002 Plumbing permits shall be obtained through King Co ❑ 4 OK to Occupy 10003 Electrical permits obtained through L & I [] 5 Remove Stop Work Order 10004 All mechanical work shall be under separate permit Z . ❑ 6 Follow -up ar 10005 All permits, insp records & approved plans available • 1 • ❑ 7 Pre -Move Inspection ❑ 10006 All structural concrete shall be special inspected ,l-. Z ❑ 10007 Alt structural welding shall be done by certified Q 50 WSEC Residential g Y WABO certi ILI ❑ 60 WA Ventilation/Indoor AQC inspector M ■ S - '2414144.1 ,A1v4'N _ PERMIT COORD C( . s PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -152 DATE: 6 -20 -02 . PROJECT NAME: CAR TOYS Z SITE ADDRESS: 16901 SOUTHCENTER PARKWAY w Original Plan Submittal X Response to Incomplete Letter # 1 0 0 Response to Correction Letter # Revision # After Permit Is Issued -J H NIL Documents/roulingsllp.doc PERMIT COORD COPY ;, 2 -28 -02 iS �,...w.., 1 . :,gr, . :....,,.::. ^- >- :..:i:.i. ; -. . t.,,. ::: .. .;;.:.... ..,.�, ..,..b s,'N.:w. ... ..: •b,td.;uy "t. >,:a...b..., nro + iwr , +,v.,.,.«.M„M.,,......o_... ..,..,. ,. ..... ........... _ . .. ..... .. .... _.. ......... -. r' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP , ACTIVITY NUMBER: D02 -152 DATE: • 6 -05 -02 PROJECT NAME: CARTOYS a , SITE ADDRESS: 16901 SOUTHCENTER PARKWAY rt w — , - t ws. . - i ,. ■ . 4 I Jul 09 02 05:27p _ p.2 1 i a 1 1 II DEPARTMENT OF LABOR AND I\DU FRIES i 1 . QQ 2 11 REGISTERED AS PROVIDED BY LAW AS J V ; �' CQN$T; • CONT, GENERAL ;4 . • - . ,, v o • /REGIS'': # ..EXP' DATE i W Z CCO1.,. 04/26/2003 r • EFFECTIVE DATE 02/03/1999 W O . . 3 ti. J L HARDY' INC ` i � 1800 •S WEST TEMPLE #330 � Q SALT LAKE CITY UT 84115 it N D ! • H W ` J ^C � t _ , ' -. y.. _.. :� _ -- _.___ate .____� .�_ ._._. J "Y"�C `r_.'s � : f .__._ - -_ . -- - _. - -.- _ ... __.._._. — _...._.__.... I O Z I- WW^ ul J c 0 ON O I- ' , = W I- V U_ � Ili I • H F . 0 I z RECEIVED CITY OF TUKWILA I JUL 1 0 2002 PERMfl CENTER I I • • , Try' ;tom. rt i A ,N :114: p,---41 µi• L. . Do Do zI S 61 ;‘ r 7,-,,,t1, 1 2,,,,...„...;,,,:, u ;, „ ,,,..x.....,...,::, +. a.. rn....:lwuL.d.C1:u, ...,- .,.... ,v_.. c, M.: .c..... a�.u.o:SMJM'/J>alP. .... r.� ••�••i <• -.. •'Nr4? f wwrwrerwsw .rvTrs......hurx..r <x:. r.•- �wMrvtlnS.C.a+n"l• "slwt�::5 r 1 1 _ - -- • _Y ..1 : ■ LICENSE DETAIL INFORMFON Form t , Page 1 of 1 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: z LICENSE DETAIL INFORMATION `�W Current Filter: None 6 v ` 1.00A7lON PLAN keith I smith, Jct red j tlttt v ........... 719 N 61st Greet Seattle. Naerringurt 98103 20629 206 297.9185 fax OM I * IIEasti� aRprTECT ... Tukwilla Washington . _OCAT P41) DMSION OF WORK AGENCY CODE REVIEW VICINITY MAP DMSION ITEM OWNER G.C. - LAt' � 1 BULD!NG CODE: 1997 J'i 'm B.iicing Cone F. EXITING: 1- REMARKS HAND`CAP CODE 1997 Wcshi. o State Accessibility Code 1. ALLOWABLE SQUARE FEET ZONING: C2 PER OCCUPANT: S ? OCCUPANCY 3664 SF 1 /200 SF 18 PEOPLE �.► �+ 1 10 FINAL CLEANING _ • _ • ' ' OM CLEAN � � 02070 SELECTIVE DEMOLITION _ A OCCUPANCY GROUP: M OCCUPANCY ^ �t - .,".. • • } RC � � 03150 EXPANSiON � OiNTS t 1. EXISTING BUI,..DING: M. S -3 RETAIL 2880 SF 1/30 SF 96 PEOPL �Tech� '- titipoar>r� p ; tiS `�� i . a _ _• u ,RED ' 3 � E ` 03340 FLOOR CUTTING AND TRENCHING } i F :RED STOCK 4 S '400 SF 1/300 SF 1 PEOPLE c i e 03050 LEVE-ING CCMPUND t • _ - • AS RE. :RED AT RADIO RM OPEINGS B. CON S T RUC TI ON TYPE: .! J ` 116901 Southcenter G _ I 03050 CONCRETE FILL ! Y. ! _ • AS RE .� IRFD 1. E ST 'NC BUILD V N FULLY SPR1Nf"L_R£D TOTAL OCCUPANT LOAD: 115 PEOPL a( 03700 CONCRETE ! - Y rs ' iii. 1 Seattle. WA. 98188 ! _ _• A.S RFOuIRFD 03700 CONC. SLAB PATCH /LEVEL • • I PREP FOR FIN. MATERIALS C. AREA: 2- NUMBER OF El(fl5 REQUIRED: 2 i _ • I 05400 STRUCT. MIL. FRAMING /ALSO. MIL_ • • EXT. /DEMISING WALLS BY C.C. GC� OE' CO ROUGH CARPENTRY c +. EX'S" c4 cS M OCCUPANCY: 32EC 3. NUMBER OF EXITS PROVIDED: 2 j • • EXT. /DEMISING WALL BY G.C. f 3 OCCUP ANCY: < E XIT DOOR WIDTH REQUIR 32 • 06070 FIRE RETARDANT BLK v^ - 2 EX :- NSTALt , c_ z {. ?S " 1 = / • _ _• i ALL WOOD IN WORK 5 DOOR G - _ . t , 06092 CONNECTORS AND SUPPORTS E� 3. EX. • S. - 7 - A.L : F^" c. DISTANCE TO EXITS: 1/2 DISTANCE OF BUILDING - �:C� LL • • PER STRUCTURAL PLANS 5 2 DIST/ `+�' 6. CORRIDORS: 06100 STRUCTURAL BEAMS AND COLUMNS • _• ! PER STRUCTURAL PLANS 4. NEW INSTALL, S -3 OCCUPANCY: 1344 SF A WIDTH: 44' MIN. r 17E1.' 4 f "•' � s 06200 FINISH CARPENTRY I 1 5. NEW TOTA 6944 SF B. HEIGHT: °� � t < u - M.AX. d 06412 CABINET HARDWARE • • AT GC PROVIDED WORK D. OCCUPANCY REQUIREMENTS: 8C" MIN. - �+� - ` I � � C. PROJECTIONS: 4" 06200 OFFICE DESKS D. ELEVATION CHANCE: 27" MAX '1 ( 0 q�" 02 002 Mcrosoft_Co ©1.�9 N ab Tecr ,, 7 inn a .a _. 1. TOILE? ROOM: Compusean.r. 06260 KITCHEN CABINETS SASE UPFE -- • - 1 E RAT A& JUL _ � ?Or I • A. QUANTITY: N/A A WALLS: N/A ` X i 06410 STORE FLOOR & WALL FIXTURES • I • ! / 06410 RADIO ROOM DISPLAYS • • B. FIXTURES: CEILING: N/A WATER CLOSETS: MALE /FEMALE: N/A O PENINGS: N/A " 06410 RADIO RM REAR SPKR PLATFORMS • • INCLUDING C ARPET LAVATORIES: M ALE /FEMALE: N /A 7. HARDWARE: PANIC HARDWARE; H/C ACCESSIBLE 06410 CASHWRAP CASEWORK • _ I • SHEET INDEX 064' 0 PLASTIC LAMINATE • • ON TENANT SUPPLIED ITEMS r E. TYPE OF CONST RECU!REMEN 064' 0 PLASTIC LAMINATE _- G. FIRE EXTINGUISHING F SYSTEMS: _ • - • OFF CE /KITCHEN COUNTERTOP 1. STRUCTURAL LOADING: i. AUTOMATIC FIRE 06420 SLOTWALL I • � - "" -- - - ! A. RETAi' : PER CODE EXTINGUISHING SYSTEM: FULLY SPRINKLERED PER CODE ARCHITECTURAL Cif) 06450 WALL FIXTURE DISPLAYS • _ _• • _ _ B. STORAGE: PER CODE 2. SPRINKLER HEADS: RECESSED AT CEILINGS /SOFFITS 07100 WATERPROOFING /DAMPPROOFING AT I • • A, T ENANT NEW WORK 2. HANDICAP: CITY OF T CHANGES STALL 07200 THERMAL INSULATION _ TOILET: N/A H. MECHANICAL: 07210 BUILDING INSULATION I • • • AT TENANT NEW WORK A. HEIGHT O OILET: N A A l • Q' C ^�, �G j- • • • AT TENANT NEW WORK B. DIAMETER OF GRAB BAR: N A .na / 1. HEA LOSS CALCULATIONS: N/A - UNDER SEPARATE PERMIT APPLICATION Ai.O2 SCHEDULES REVi ! :3E� TIR PERMIT - • ~- C. HEIGHT OF GRAB BAR N/A 07500 MEMBRANE ROOF'NG • ! • AT TENANT NEW WORK t;, BE MADE TO C RED FOR: _ D , - 01 E - .- cy0?c OF y ;OPK WiTWOUT PR 07600 FLASHING • • • AT TENANT NEW WORK 3. SEISMIC BRACING: 07720 ROOF ACCESSORIES • • • AT TENANT NEW WO A. ZON E: N/A L ELECTRICAL: 1 D�MOL LION PLAN I . ChaNICAL __ - . 1 LIGHTING CALCULATIONS N/A UNDER SEPARATE PERMIT APPLICATION „JVI.I CF TU K''• A BUILDING DiV S:C;.. 0 0 , 7840 FIRESTOPPING /SMOKE BARRIERS • • • AT TENANT NEW WORK CEILING AT 8. HORIZONTAL BRACING A' � s w1u aeaane + T� _ CTR CAL 07915 SEALANTS, CAULKING AND SEALS ! UGT FIXTURES: PER CODE A2.O1 FLOOR P'�1N ��,,,,, rpCrs►✓z+„� R„►,,Ew �s I • • • AT TENANT NEW WORK J. STRUCTURAL [✓ " Ur7 07900 EXTERIOR JOINT SEALERS C. COMPRESSION STRUTS AT • • • AT TENANT NEW WORK 2.O1.1 DIMENS ��N P L AN 1. CALCULATIONS: SEE SHEET Si S1 08000 EXTERIOR DOORS & FRAMES -- CEILING AT LIGHT FIXTURES: PER CODE [� ` S PIPING 1-- 2. SEISMIC BRACING: PER CODE A2 -01.2 REF! E, ED CEILING PLAN tJKwILA 08000 RATED DOORS AND FRAMES 01 I A2 ..3 POW LAN BUILD:h 3 DIVISFON & i llillii TRIM ! • • - r 08C00 INTERIOR DOORS, FRAMES 1 A . 08360 SECTIONAL ROLL -UP DOORS FIRE RA' ^0 AND NON FIRE RATED A2.02 DETAi_` FILE COPY 08500 ALUMINUM STOREFRONT NEW WORK EXTERIOR ' • • • I AT TENA ;T - E INTERIOR • - • - - - • _ • ac,,ava 08550 A3 .01 , P, ! u ^dersts9nd that t!� Pian Chec': a, s a re L L I 08 ' " DOOR FINISH HARDWARE • - ANISE PLAN uD, °c., ;a er. ^'s a rit th e v' 2nd sp f an of }-- Q iars dc�s nc'. a �tnc ze the vic a:ic o f an A4.01 DETA S o ... d c is or a� ^arse. Rec°i t of co W 085 STOREFRONT SECURITY GRILLE -t Q • • EXCLUDING MEDECO LOCKS /CYLINDERS GENERAL NOTES ` traders c ry of appro p'sns acknow'.e ed. U 08800 GLASS /GLAZING - SF INTERIOR • • OPENING AT STOREFRONT GC TO LEVEL :A _ S� STRUCTURAL = 08800 GLASS /GLAZING - EXTERIOR • -•_ . _ • AT TENANT NEW WORK - EXTERIOR w , 08800 MIRRORS_ • • 09100 METAL WALL FRAMING /FURRING • • SP1.01 SPECIFICAI!ONS By � ----- -- 'c 09120 CEILING SUSPENSION SYSTEM • • I 1. MINIMAL SITE SURVEY HAS BEEN CONDUCTED PRIOR TO PREPARATION OF THESE. 9. DIMENSIONS ARE TO FACE OF FINISHED WALL MATERIAL OR TO CENTER - 09�30 CEILING CEILING GRID • DRAWINGS. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND OF COLUMNS OR GRID UNES AS SHOWN ON DWGS. SPi.O2 SPEC . iL,ATICNS Da te_ - _ o - - _ • - - - _p_Z_ 1 2 _ 09200 LATH AND PLASTER STUCCO DIMENSIONS. ANY DI SCREPANCIES BET WEEN CT PRIOR CONDITIONS AND THESE 10. :,0 NOT SCALE DRAWINGS. Permit No. _ PLASTER/ STUCCO • •, • -•_ • _ • REPAI AT TENANT NEW WORK PLANS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO SUBMISSION OF BID. 09250 _GYPSUM WALLBOARD/CEILING • - _ • A SUBMISSION OF BID SHALL IMPLY THAT THE CONTRACTOR WAS ACCEPTED 1 . GYPSUM WALL BOARD AT DEMISING WALLS, & IXR CORRIDOR WALLS SHALL LEGAL DESR/PTION _ 09510 ACOUSTICAL CEILING PAN ELS I • • THE DRAWINGS AND THE EXISTING CONDMONS. EXTEND TO DECK (AT SALES AREA) ABOVE AS SHOWN ON PLANS. AT BACK AREAS 09530 ACOUSTICAL INSULATION • - (WITH CEIUNG), EXTEND GWB TO WITHIN 6" OF STRUCTURE OR DECK FOR RETURN AIR. • 09650 RESILIENT FLOORING /BASE • • 2. MANY SMALL DISSIMILARMES BETWEEN THESE PLANS AND ACTUAL CONDITIONS GENERAL CONTRACTOR SHALL MAINTAIN THE REQ'D RATING ON AL SUCH PARTITIONS: T 09680 CARPET • • MAY BE FOUND AND SOLVED BY THE CONTRACTOR WITHOUT CONSULTING THE METAL STUDS SWAM BE AS FOLLOWS: 20 -GUUGE TYPICAL AT NON -LOAD BEARING TH E PORTION OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUART? 09920 INTERIOR PANTING • • ARCHITECT WHEN WORK IS DONE PER STANDARD OF PRACTICE, MANUFACTURER'S PARTITIONS WHICH ARE FULL HEIGHT TO DECK {HERE NAFTER REFERRED CAS THE SBL'VISION) IN SECTION 26, TOWNSHIP 23 10520 FIRE _I_XTINGUISH,ESS _I _ • . _ • INSTRUCTIONS, AND /OR LANDLORD'S RECOMMENDATION OR REQUEST. HOWEVER ABOVE. 18 -GAUGE AT LOAD- BEARING WALLS. U.N.O. NORTH, RANGE 4 EAST, W.M., DESCR;BED AS FOLLOWS: 10426 SIGNAGE AND INTERIOR GRAPHICS • • CODE SPECIFIED SIGNAGE CONTRACTOR'S DISCRETION SHALL NOT BE FINAL BEGINNING AT A PGA � ON THE WEST LINE OF SAID SUBDIVISION 765 FEET 12. PROVIDE 2X F.R.T. WOOD BLOCKING FOR ALL SIGNS, FIXTURES, TOILET ROOM NORTH OF THE SO SOU CORNER THEREOF; 10430 STOREFRONT SIGN • • r ACCESSORIES AND ANY OTHER WALL MOUNTED EQUIPMENT. 10440 CARTOY �INIERIOR SIGNAGE • • I 3. ALL FEES AND PERMITS REQUIRED TO CONSTRUCT THE WORK SHALL BE uT - - ACQUIRED AND PAID FOR BY THE CONTRACTOR. 13. WITHIN Two (2) DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL THENCE NORTH ON SAID WEST LINE 255 FEET; 10670 STOCKROOM_/RECEIVING SHELVING • • ( ) 10810 TOILET ACCESSORIES • - _ -- 4. ALL WORK SHALL BE PERFORMED IN A THOROUGHLY FIRST -CLASS AND PROVIDE TO THE OWNER A DIMENSIONAL SKETCH SHOWING ANY DOSING THENCE EAST O A LINE PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION _ • IF EXISI CONTRACT 11026 AR /SHOP EQUIP. • . _ ._ SPE AND TO �TRA IIVOL�VED AND 14. GYPSUM WALLBOARD IS TO HAVE A FIN ED EDGEE WHERE EXPOSED. TO _ E WEST LINE OF SOUTHCENTER CENTERLINE; PARKWY (57TH AVE. SOUTH) AT A POIN 30 FEET WESTOF THE CENTER 12000 FURNISHINGS • • _ 15. S G T FURNISH AND INSTALL ONE LAYER OF 5/8' TYPE 'X' GWB AT TENANT THEN INTERSECTION ONG SAID WEST LINE 255 FE ET, MORE OR L E LESS, D E THE 5. GENERAL CONTRACTOR TWO ALL SUBCONTRACTORS SHALL GUARAN ALL OF THEN E SOUTH A 1 SPRINKLER SYSTEM - MAIN SERVICE I • • • IF EXI TNG THOR WORK AND /OR MATERIALS TO BE FREE FROM ALL DEFECTS FOR A _ S, JB OUT PERIOD OF NOT LESS THAN ONE ( 1 NG WALLS IF NOT EXISTTEXISTING. ON WI Ii A LINE PARALLEL WITH THE SOUTH LINE OF A _ _ SPRINKLER SYSTEM - DISTRIBUTION I • • I AT TENANT NEW WORK OF AN N YEAR FROM DATE OF OWNERS APPROVAL IO�tK OR MATERIALS THAT BECOME DEFECTIVE SUBD VISION AND 'SEARING EAST FROM THE POINT OF BEGINNING; RECEIVED STEM - I T TENANT ONE (1 OYEA FROM OWNERS APPROVAL, SHALL BE REPAIRED AND/OR DEPT FOR THENCE WEST BEGINNING; cmo Tu rt�l 15400 PLUMBING AND FIXTURES • • AT LL , FIXTURES BY GC W � H 16. GC TO FURNISH AN IN STALL ALL ACCESS PANELS IN GWB WALL/ CEIUNGS AL SAID PARALLEL LINE TO THE POINT OF 155 HVAC SYSTEM R UNITS • • • AT TENANT NEW WORK 'D BY LANDLORD OR BLDG. EXIST. . AND ELECT. HVAC SYSTEM DISTRIBUTION • • CHARGE TO THE OWNERS ACCESS. OR NEIN MECH EXCEPT THAT PORTION TN` F v REQ'D 17. PRIOR TO SUBMITTING BID, CONTRACTOR SHALL CONTACT TENANT COORDINATOR SOUTHCENTER PARKWAY AS CONVEYED L INE OF _ _ RC LY YED TO OF TUKWTLLA BY PERMIT' rE•�J4. 16050 ELECTRICAL - FLOOR OUTLETS • • CONDUIT /J BOXES /PULL WIRES 6. THESE DRAWINGS AND SPECIFICATIONS ARE BASED ON THE BEST POSSIBLE 16400 ELECTRICAL SYSTEM MAIN SERVICE • INFORMATION AVAILABLE. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY FOR INFORMATION REGARDING SPECIAL REQUIREMENTS WHICH MAY AFFECT PROJECT DEED REORDED UNDER RECORDING NC.634853; ELECTRICAL sYSTEM - DISTRIBUTION ' REGARDING DISCREPANCIES BETWEEN PLAN'S • SPECIFICATIONS AND DIMENSIONS, COST SUCH AS: INSURANCE, PERFORMANCE BONDS, DAMAGE DEPOSITS, UNIQUE 650 LIGHTING LAMPS LIGHTING - LIGHT FIXTURES • • I • -• - AND EXISTING SITE CONDITIONS AND PROJECT DATA AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF 1 - • _ • - 7. TENANT'S GENERAL CONTRACTOR SHALL KEEP PREMISES FREE FROM MECHANICAL REQUIREMENTS, ETC. G.C. SWILL ALSO REQUEST FROM MALL'S 1650 650 LIGHTING EXTERIOR • • WHERE REQUIRED ACCUMUlAT10N OF WASTE AND RUBBISH AND REMOVE DAILY. THE CONTRACTOR TENANT COORDINATOR ALL REQUIRED TENANT CRITERIA AND CONSTRUCTION MANUALS WASHINGTON FOR PRIMARY STATE HIGHWY N0.1, UNDER DEED RECORDED 1 L GAIT BOXES - • • . SHALL LEAVE THE PREMISES BROOM CLEAN AND SHALL CLEAN ALL FINISHED OF SWILL CONSULT A WIT FOR RE REQUIREMENTS PRIOR TO SUBMITTAL UNDER AUDITORS ! E N0.5992106; - 1 T 6,535 EXIT SIGNS - � .__.• ' =� � • • PER LOCAL CODE�xisTING_ SUR FACES, FIXTURES, GLASS, STOREFRONT, ETC. OF BID AND BE FAMILIAR WITH OTS REQUIREMENTS FOR THE COMPLETION OF 16740 TELEPHONE /CASH REGISTERS • ' THE PROJECT. TOGETHER WITH THAT PROPERTY CONVEYED BY THE STAT _ OF WASHINGTON EQUIPMENT BY DEED PER RECORDED UNDER RECORDING NO. 8505 50267; rELEPHOr CASH REGISTERS • . • _• • C /J- BOXES�ULL WIRES 8. CONNECTION TO TEMPORARY POWER, INCLUDING ALL TEMPORARY POWER LINES, . EXISTING INTERIOR WALLS TO BE PATCHED, REPAIRED AND RESTORED TO UN ' 16720 FIRE ALARM SYSTEM - TRANSFORMERS A SMOOTH SURFACE. SITUATE IN THE CITY OF TUKWILLA, COUNTY OF KING, STATE OF WASHINGTON. '• SECURITY SYSTEM MOTION/DOOR 1 • • EQOipTvTEI MID ELECTRICAL DISTRIBUTION SHALL BE PROVIDED BY TENANTS 18 ALL • GENERAL CONTRACTOR. 19. ALL WOOD FRAMING, BLOCKING, AND BACKIN TO BE F.R.T. SECURITY SYSTEM- CAMERA _ 1--• • I • CON A CTS ___ CONDUIT J- BOXES /PULL WIRES 3002 KLS - 2 05..PERMIT 17000 DOOR COUNTER 1 04.23.02 KLS BID • S • YMBOLS ABBREVIATIONS Number Date By , Description TENANT/ CARTOYS OWNER: 20 WEST GALER STREET sneer ?tk ACT ACOUSTICAL CLG TILE ELEC ELECTRICAL FU RN FURNISH NTS NOT TO SCALE SEATTLE, WASHINGTON 98109 COVER SHEET ELEVATION INDICATOR 0 DOOR INDICATOR 10' - -0" 1 CEILING HEIGHT ADJ ADJUSTABLE EQ EQUAL GA GAUGE O.C. ON CENTER CONTACT: TOM BATHER A -5 A.F.F. ABOVE FINISHED FLOOR F.O. FURNISHED BY G.C. GENERAL CONTRACTOR P- LAM PLASTIC LAMINATE TEL.: 206.443.0980 x294 BLK'G BLOCKING GWB GYPSUM WALL BOARD PT PAINT FAX: 206.441.0834 B.O. BOTTOM OF OWNER(TENANT), HDWR HARDWARE RB RUBBER BASE Mk I vaki ROOM NUMBER FINISH INDICATOR CENTERLINE INSTALLED BY HM HOLLOW METAL REINF REINFORCING / CONTRACTOR: SELECT CONTRACTOR BUILDING SECTION INDICATOR CLR CLEAR /CLEARANCE CONTRACTOR(G.C.) HT HEIGHT REINFORCEMENT P.O. BOX 1746 CLG CEILING F.O.I.0. FURNISHED BY IN INCH REQ'D REQUIRED Designed KLS Drawn KLS CMU CONCRETE MASONRY UNIT OWNER(TENANT), INST INSTALL TEL.: (425) .. L, WASHINGTON 98401 ' h REV. REVISED /REVISION TEL.: (425) 486 - 9769 + Date pocked KLS Q31 COL COLUMN INSTALLED BY L.L. LANDLORD SCHED SCHEDULE DETAIL INDICATOR CONC CONCRETE OWNER(TENANT) MAT'L MATERIAL SIM SIMILAR FAX (425) 806 Approved B KLS ,lob Number 2000 -12 CONT CONTINUOUS FT FOOT /FEET MECH MECHANICAL SQ SQUARE LICENSE.: SELECC*027bb Sheet Number CPT CARPET F.R.T. FIRE RETARDANT MIN MINIMUM SUSP SUSPENDED STRUCTURAL CT ENGINEERING DET DETAIL TREATED MR MOISTURE RESISTANT S.V. SHEET VINYL ENGINEER: 180 NICKERSON DIM DIMENSION FEC FIRE EXTINGUISHER N/A NOT APPLICABLE TEMP TEMPERED 1)(:) 2 DWG DRAWING CABINET N.I.C. NOT IN CONTRACT T.O. TOP OF CONTACT: TODD EATON r NO NUMBER TYP TYPICAL SEATTLE, WASHINGTON 98109 A1O1 V.C.T. VINYL COMPOSITION TILE TEL.: (206) 285 - 4512 1 41 4 $ ROOM FINISH SCHEDULE IFIMSH MOTES Ste TYPE 'Lt :3' A 3' -s. °g PER PLAN • JL"® '11). key I smith, architect Dina 4- %AWE i . heir it- MEP MOONS '!'t* OMER P!� 1G .IRALL It1 - - - _ C 41.." 719 h 61st Shat • ( t * co�s u ` , Llaa x ` S F�L Jores a SUNS WOO �rQ i 206.297.9486 tax 2 9 _ I 2 4 . AVM Aa >iwM1E WNE11hN OF AU. 91F.aa to MOWS A SODaTN NOT USED A ` - V ! ' ` L.'A IE�u `� S MACE VINYL MOWER SNIP AT ALL MNL N2 CARPET TgA16iROR6. AT morn U 1 : .. ; - • IECLILAR A1TM9L t 4Nft WNW ANA c HALLS f �/l� 950 _ ae_ ._ 2Y Stt LAW FOOTAGE 1e want NimoN 016, FLOAT SLAB UP 10 ART 10 ME WOO TIWNST TOIL PER ROLLMIG FOE DOO PER IRAN TEA 1O `" MDT USED i SO£DItID 11.001t f1M9ES ATE TO EXTEND UNDER ALL LOSES (HALL 10 meta BOOR !' - - - --t-- -- t- - -_ - - -- -. 7' gal gal � (0) 101 , ICI USED I ► i _ NOY �AL7r CELl6 1 �IB A 61C TO 8E AWED AWED tiAOE' � S Q ` 19 Pl/WStE1ED - - - - - - - 1�I 'j ARO.rEr: I i ! .A ANCHOR PER L Nti WARNS 9141 I1F WOOED (CIO NITUNS OR 91RIC WS tIC 10/ /2 IMAMLIF. REQ. 1 U I 102 ( NOT USED I M . , j , r_ AK TRACK A _ OF M4fMGTON NOT USED n o©R CORING TRANSOM HD to NO T USED R -t E1>i'OS1E PORED OUT LEAST 222 WEDS R OPDI lG 0 - STOREFRONT TRO - - _ -- i ROLL -UP FIRE DOOR JAMB @INTERIOR 4 t SCALE r• r-or seta r= I IV: 1C-2 I$-2 r -1 C -t BOSTIC t�-2 COVET. a� Tow 45 �RJWTE 597 ) - - iNNFTET GC 106 MDT USED < 8Y 107 NOT USED i OCK t FC-3 WTI COMPOSITION TIE - AIR SR -129 tiHTr MD SR -123 SACK' INSULATION FMRDN000 DOOR - ) N 1 12' x 12' 1 1 LAD BM GRAN OPPOSING IN O€CKER BOARD' FASMON PER PLAINS FRAME A RIM. FNM. iDd MDT USED _ INSTALL TT/FACTORY APPRDNED EPDXY FOR IDLTSTRNL USES ` PER SCHEDULE NOT USED VINYL COMFa9TDN TU fARKETi 6434 1/rlrE' • rs 12" x 'Y ILES LAiD MTH MON OPPOSING i 110 NOT uSED t -_ t - -I 1 NOT USED '`� -� tit NO USED >-i n!1R R6CGC- ? \/ 9 ' I' ; ? 9 9 i I t 12 � NOf 1151<D IE VINYL FLOOR LIP NALL 6' . _ , / I \� ^ ▪ I FB-1 COMM 113 STOCK /PARTS Ft -1 FB-2 w EXISTING U l LB-2 4' VINYL (03* TNOPPE 94 'BURNT UNDER' l' �� �- • - • t' 1/4 - 114 NLSGLLATDN FC -3/4 FB-2 w -1 EXISTING WSW P PUAMN ' PLASTIC WNW FORHG 837 Se "GRAPHITE' ' ` ' 1 is SHOP FC 3/4 FB z + w -, tML z PLASTIC LAtlri►TE - NISONARr /7990 -60 LION MAPLE' -,r- ? ' /r DOOR PER SCHEDULE COSTING DOSING CEILINGS: • C -1 LAY-IN ACOUSTICAL PMELS - ARMSTRONG CORTECA 24' X 48' X 5/8' NAVE' 1769 , GTOD SYSTEM - USG 345 -MITE' CD STOREFRONT HEAD, JAMB SIM. 8 WOOD DOOR JAMB, HEAD SIM. I C -2 TAY-111 ACOl15TICAL PNELS - CELOTEX /SOTTO€ 'THEATER BLACK', 24' X 24' X 5/8' SOUN EDGE 'BLACK' SCALE 3' = 1' -0' U 3' - 1"-C' . M I C D SYSTEM - RANDS C IMO METALLIC • BLACK' C -3 GYPSUM BOARD - 5/8' GYPSUM WARD ON CEILING JOISTS DOOR SCHEDULE NOTE: LODE MO GOERS PRIMED eY OWNER C-4 EXPOSED CONSTRUCTION - PANTED MTH SWEEP -UP SPRAY - WHITE C -5 LAY -N ACOUSTICAL PANELS - ARMSTRONG CORTEGA 24- X 24- x 5/r -vier GRID SYSTEM - USG "WHITE' cr t NY'A Z FRAME o I w -1 DNB SMOOTH FINISH WITH PARKER PAM AMBER WAVES' 1824311 SATIN DOOR �; x : S - z = W - GW B SMOOTH FINISH WITH PARKER PANT AMBER NAVES' 1824311 SBA -GLOSS j o a - NOT USED W -3 48' w 1 SCHEDULE o iIPE o CT - x ",'v 7 THRESHOLD Mr R14 FINISH MA "E4AI FBVIS GLAZTNE a i j ' a y i o WAINSCOT OF E1ETNIAl11N MOOTS "DARK LILAC 2070 3O 5EII -GLOSS W/hErk TRW + - I L- __ _ w--4 48' WAINSCOT OF FRP MUTE P -100, w /METAL TRIM AT EDCES AiD CORNERS �� Q 1 E 16tMJ 20 -0' X 10 0 i GALV. SR_ D 3 I %V. SR_ 0-3 ELECTRIC 6 ' , Y AND w -5 MS SMOOiH FINISH WITH BDAINAINE MOORE "DARK UDC' 2070 -30 SATIN C. t 7 C SfOga'ARIS 3 -0' X r -0' ! EXISTN } i . , - _ b-1 DOSING D-t _1 DUNG 4 sTOC1NOOM1 carn�c RELOCATED CA�tiN - S - - - -4- -r' 5 H INSTi1LL INN 3-0' X r -0' 1/2' x 5' ALUM ALUMINUM M -1 CAM/ SF -1 Tarim 1EDECO /1 11 6,7 CONTRACTOR F� ` < 14 -0 X i4' -0 ( -1___ __ CA CABINETS E ETS WWI MENN TA INNATE BY G.C. n` _ J 20 F I FR DOOR ' ' ' "FACTOR GALV. SR. CI-1 REDUCER STRIP 0 1 I 1 (1) HR caNmACroR FM -SEE NOTE 7 - _ (GC 10 CONFIRM) CtVSTL - - n c n + l S . TvRF R„ NTS AT DIS9YLAR SF -1 N4TERIOR STOREFRONTS - O'BRIEN 'BLOODY MARY' PER- 400 -59 POWDER COATED FLOOR FINISHES I I SF -2 EXTERIOR STOREFRONTS - ITCH BUILDING STANDARD D t GLOSS SAFETY RED' DOOR, SAM= S I- c 18243 Glass CI REFR SILL WOOG .-o- SILL + I D-1 SMOOTH FINISH PARKER PAINT 'AMBER WAVES' S 1 / I I 1 f D-2 MILLER PARS (PARKER PAINT ' A MEER WAVES' 18243M SATIN ' ( : ' PER PL NS r U.L LABEL -HR H.M. INSULAT OA 0-3 MATCH BUILDING STANDARD I I FRAME ASSEM ETLY • EXTERIOR 1 I 2 � , PROVIDE GASKETS, REQ. SWEEPS, LI GC 10 MATCH STANDARD BuItDtNC COLOR I , - -� 'RED' - PRESERVATIVE 10-314 OIL HIGH (EXRI410R SIDE ONLY ; I/ I i � -� i. X �LJ t I I _NI DOOR REMARK NOTES ANCHOR PER /\ ' r- • I � j UANUF. INSTRUCTIONS J 1 I 1 Y . --,... • . , 0 ) i - " A I °° (./..) I RIO = F /I6TAU oN+ER FOC = FURNISHED CONTR1crOR/dsrALL oONURACrOR FCC = FLIfINS►fD • l n J I All CONTRACTOR 1 N . SEALANT EACH SIDE W I ( NOTE 1: PULL TRUES CAI DREW ONLY. lYP m� , i i • • GC 10 PROVUE KICKe FUR DINERS RADA ROOM DISPLAY, LOCATION BY OWNER NOTE 2 NO 24 GA GALV Mil ,� OPETfIG IINONNfLE ON EXIEROR. FLASHING (PAINT) H.M. DOOR FRAME - TIM 3: LOO( SET TILL BE KEYED MD LIVE PUSH BUTTON ON RESlR00M SUE (PAINT) • PER SCHEDULE I I DOOR TYPES HARDWARE GROUP NEw au DEVICES PROM) or GC LOOT TILL LAM IF BUTTON IS DEPRESSED NC DOOR IS THEN ALLOWED '0 CLOSE DOOR PER I Group #E1 on Group #2 (srocRROOMI) Group 3 ( ) NOTE 4: ACTIVE DOOR SILL OPEN INTO SHOP. SCHEDULE , 1 4, 5 3/4' k - 2' i 5/8 U.L. LABEL 1 -HR H.M. DOOR _� -� � D ` `" °� °°° �" ` r 5. DOO HIN FR AND ` HOLLOW METAL HEAD @ NO CTERIOR D H. METAL. L DOOR /HOLLOW METAL FRAME JAMB 0 PER SCHEDULE - -� !ER SCHEDUC� did; OOQi 9W IM \ 11115 X51 i 14/2 - �4:R SNKEY . :91900. : (7} FA 1 - 1/2 PAR STANLEY 081900 . ALL HARDWARE PROVIDED BV OM {R5 SUPPLIER - • 4 1/2' , , 1/2' , JS260. 4 1/2' a 4 1/2' a US26U. NOTE 6: DOOR AND FRAME PREPPED FOR DEAD BOLT NTH BANK PLATE NSGLIED. SCALE 3' = 1' O SCALE 3' = t' - 0 • IwE GLASS - l was � Er: scRlrcE ALSJPp Sal, us26o. (LEVER) tAta�T: ENLACE OPD SAL us26D. (tLVER) NOTE 7: FUSIBLE LINK FRAMEWORK AND COIL COVER ARE PANTED OUT LONER PORTION GETS NAI6COT. CLOSER CLOSExPLUS. I85C1BF (o Huh I CLOSER 1Y/ 1U5. 16901. (e PULL „..,, _ _ SCE). US260 . NOTE 8 SPRiIG UTp#S N r RA TOP DIUS NNE PAIRS INSIDE NC OUT. x � b; j x 1�I RDOR STOP: FLOOR STOP. NOTE 9: GATE REWIRES A POCKET AT DOOR CREW. ,�, I _ I R KI, _*1E oc. , 13 . 12' , 34' ■ VS260 v 050'0'. BJE (80tH NOES) K IAIE_ lloon nc moz 12' a S4• a / ii U526D US2f0 1.050', 9JE MOM SCSI. 1000 PEAR ' ,1 - I_ _ - \ SILENCER 3) EA. TR:ICO, '229/, 1526D SILENCER (3) EA 081C1). 1229A USIND DOOR/ GLAZING NOTES MOOR FLUSH DOOR WENCH ooae c. ow.. Rata': 27x7:. ,,.,2611. DCM K. iiii.•'O. � u,m.. a'3281:. , i A c • F O 1. DOT DOORS TO SWING N THE gRECTION OF TRAVEL x .6'' RECEIVED fl02 cm oP n,KLNILA 'N I ""M Group #4 (I.ue RDO d) Group #E5 sT R ) Group #6 (SEOREEROI,r) 2. ALL BUILDING DOTS to HAVE AN ILLUMINATED COT SKI! NOT USE D 3. PROVIDE ADA APPROVE STROBE LIGHT AT HANDICAPPED ACCESSIBLE EXiTS N G T USED '� - % 2 _ _ CONTROLLED SEPARATELY FROM ALL OTHER CI '3 POW ER TO BE STIPPLED BY TWO SEPARATE CIRCUITS. SIGNS TO HAVE BATTER$. ONE OF WHICH SHALL BE �r.aK' TiA :i?>t L' . BATTERY > ' PER WHOM/ 0ER SCHi_ BACKUP. M I - 1F] - _ _ 4. SIDELK?NTS ADJACENT TD DOORS TO BE SAFETY GLAZED PER UBC. - I 5. GLAZING IN DOORS TO BE SAFETY GLAZING PER UBC. , ! • 6. FORCE OF ACCESSIBLE EXiT DOORS SHALL NOT EXCEED 8.5 POUNDS AT H EXTERIOR DOORS, NC 5 POUNDS AT SUOING, FOLDING MID INTERIOR tIOR SWING EXT DOORS. m I 7. APPLY SEALANT AROUND THE E?R1RE FRAME PERIMETER OF ALL_ EXTERIOR NC INiERIOR FRAMES. SEALANT APPLICATION AT INTERIOR FRAMES SHALL CLOSE • • , , ,, Gfo(P 1P 11 THE GAP BETWEEN THE WALL SURFACE MID THE FRAME, AND SHALL NOT -, = 4 ' CREATE A CODE. 24 A WV. METAL ROELUP 8. DOOR HINDUS HARDWARE TO BE 'LEVER' TYPE TO MEET ADA REWIElAEN1T. ODOR wn+ 18 A ,RACK MUE NAMUR STOREFRORr t H+ FINE RATED 0001+ POKER OWED - SF-1 Group ; iE7 1[a snRC EXIT) Gip # E8 NH IKIr; ■ 0 IT - NT9 (SEC GALLS) 9. DOOERIOR DOOR BUTTS TO HAVE NON - REMOVABLE PINS. CD HOLLOW METAL SILL @ EXTERIOR SECURITY GATE SCAL 1 ¶J2' 1 0 10. GENERAL CONTRACTOR TO PROVIDE ALL LOCK S. KEYING SYSiDA AND - - - - - - E = -0• - - SINGLE E CORES TO BE BY OWNER. SCALE 3' = 1' -0' - - -- -- _ 2 05.30.02 KLS PERMIT � 1 04.23.02 KLS END i 11. PROVDE MINIMUM (3) SILENCERS PER DOOR. �, Ital. - ����� .s ?_� Number Date 12. PROVIDE CLEAR STICKER WITH 1' BLACK LET ItJa READING: NOTE: CONT. ANGLE ' PI -_ - - ___ BY - Description IMF. 'DNS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' FOR DOOR IC F . PINT D-3 i Shea TIbe 13. PROVIDE AND INSTALL 6' SQUARE INTERNATIONAL SYMBOL OF ACCESS SIGN ON J DETAILS � ADJACENT TO -_ - -- THE WALL ADJA(C TO THE MATCH SIDE OF THE DOOR. SIGNS SHALL BE CENTERED AT 60' AFT. it SCHEDULES #1) 14. PROVIDE ON DOORS WHERE SCHEDULED; 30' X 16' KCK PLATE A ' UGH; GRAY PUSH PLATES 15. ROLLING FIRE DOOR TO HAVE FUSIBLE LINK ACTIVATOR RED TO ALARM SYSTEM WFATHLHSTNIPING _ __ 16. PROVDE A IA APPROVED HANDICAPPED THRESHOLD AT MUN ENTRANCE / EXIT DOORS - NOT USED - ' 17. PROVIDE FLOOR STOPS AT ALL INTERIOR DOORS - - - - Group #T 10 (M raw rearm) Group IM 'WO rq ROOMS) 18. OPAQUE DOORS TO BE INSULATED W/0.6 U- FACTOR. / ' � •I; • I • 19. EXIT DOORS SHALL BE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECNL • Scale AS NOTED KNOWLEDGE OR EFFORT I.E, NO DEAD BOLTS, SURFACE BOUT 11#1118 -TURNS ETC. THE MAIN 7 ' trS R INENDATiONS Designed KLS Drown KLS COT ONLY, MAY HAVE A EY LOCKING DEVICE, IF THERE IS A SIGN ADJACENT TO THE DOOR ,,) ,..:===ff DD2..... DOOR SHALL BE FREE SLANG UN WrtTHOIJT THE USE OF LATCHING DUCE. (UBC 10043 �j Date (Necked KLS SURFACE MOUNTED RUSH OR SURFACE BOLTS ARE PROHIBITED. AUTOMATIC FLUSH BOLTS ARE AL_OWED ON PAIRS OF DOORS, PROVIDED THE DOOR WiTH THE RUSH BOLT HA.S NO KNOBS OR Approved By KLS Job Number 1000 -12 SURFACE-MOUNTED HARDWARE, AND THE UNLATCHING OF ANN' LEAF REQUIRES ONLY A SINGLE EXISTING ROLL LIP DOORS BY LANDLORD -- -- OPERATION. (UBC SECTION 10043). OC TO PAINT D -3 20. ALL STOREFRONT BEHIND WALLS SHILL BE PROVIDED WAN OPAQUE WA FURNISHER BY C.C. Sheet Number INSTALLED BY G.C. CD ROLL -UP DOOR JAMB @ EXTERIOR 2 N. METAL DOOR /HOLLOW METAL FRAME JAMB 21. CC TO PROVIDE DUD ALARM SYSTEM AT DOOR. SCALE 3' = 1' -0' SCALE 3' = 1' A1.02 ___ .. __ . _. . _ . . _ _ . ..___ ..... . . . ... _.. __ ____ . . . , , — keit I with, architect 719 N 61st Street Stott*. leasningten 96 206 297.097" 206/97.9486 fax I , I I 1 I . 426 eriastuce i ARCHITECT . "L.--- . a■;■1‘;'0E - viAmweec im"' Toll ! I I I , . I • , , . I I . ' f ■ 1 • , , i I 1 i I I . I I I I I ' , . , I , i ! I I /-77--- REMOVE DOOR/WALL' MD RELOCATE AS IND;CATED T \ 1 1 ! I I I 1 ; --9 1 I , , ,.... , 1 1 \ „ i 1 I , .7 • _. _b i I I I , I I , 1 / , I I - I i I . . ; i ; 1 1 : I I ‘.\ x r . 1 1 I . , ,r, 1 -- - 9 i ,-..... : , 1 _. , i . , , . ....._ ----- . I ; I I RELOCATE DOOR TO NEW STORAGE WALL SEE DOOR NUMBER 7 DCTA!LS I I I I I I I I I I I I ...< I CA 1 1 I . — 1 I I 0 . • I / , _ ____ Ell"( I-- I / i I / I I I I I i / r l / / REMOVE WALLS AND CLOSET DOORS III : -.73 cY L.±.] . -Y: I r111/4 1-;— I I I = f-- 1 ■ = I .. • - i - " ' " • ' I I I ' ' • „ . . . .. L1110 - 1 (i) I I I I I I \ REMOVE WALLS AND REPAIR CJLING I [ I I IF REQUIRED FOR L. 1 I I 1 I I I I I R - I I IS - I I L L I -I-- — -63- - _ _ --111 _ _ ___ _ _ , I I i I I I I I I I I I I RECEIVED I CITY OF TUKWILA i I , , 0 04° I —.I ■ - t 101" i I I I REMOVE CONCRETE WALLS PER STRUCTURAL / GC TO PROVIDE SHQR NG AS REQUIRED I D • • H.M. - e:.' ______,.. I .- enc.. bel. ...phone nO , '-';, ■ — - I — i ' - - • - ---- I .._____ .. A .,„.......... 1 I 1 . 2 05.30.02 KLS PERMIT I 04.2.3.o2 KLS BID Number Date By Description Sheet Titie DEMOUTOV PLAN ! 1 ! Seale AS NOTED Designed DLS Drown KLS Date Checked KLS , Approved By KLS Job Number 2000-12 1)0 27 , 2 .... Sheet Number ( D1.01 a . . 0 _ . . . . .. .. . . . ... ....... _____. a 0 4 0 4 II PMITTION TYPES sly • ,/r . 1 ' - O loth I mitt), ac+ ed 719 N 6 Street Spate. tae 98' • • 206297.097• r s "4 "' J / 13119114 MIk _ 206297.9486 fat I -�_ 2 me. 16 .A oAP -SIDE / `"� • DfflfcroM 9 P 1RACK .0 _ -SUSPENDED OR J coo ac soar • • 5/N' 01P- 80 TYPE Y 9CIN SAS LPL FLOAT A c ?ANT . - 5/E' .71 90 OIE SSE nw - +-_;�: T. FLOAT MID PANT aEas1F1ED r s3 j L - 3 -5/8" 20 GA. GALV. Ma ` � 1 , Z I T ± r ff oc. • MEW . r um. I I I WOOED .� TO OM .ALL e' ABOVE "°°�; PT 1 It R1319 PT2 DEit1rIG Sa�rr ICS iII1. t 'a to' -a'' f ki . . yr.= 1 i { • + -DOSING ROOF DECK OR ,i -{ ---,, f - - EXTSTNG ROOF i �� OR F! OOR DECK ' 1 STJC JC+S S SEE NL , ( I ry i t ry j FRNMNG �Ah SFlT- Al PAR ( s : t DEEP, '6 GA OUTSIDE ..s1 2' DEEF '6 GA. OUTSIDE ° ( I ! I OEFLECiION SLP TRACK DEFLECTION SLIP TRACK �' ' : 5/8" GYP. LID. 1{: - �5 ' /8 GYP EC.- TYPKR BOTH SIDES - ` MICA. BOTH SIDES • • TAPE. FLOAT AND PNr4 TAPE. FLOAT *0 PANT !wpm ' NEW CARPET PROVIDED BY OWNER tos • I - 3 5/8' 2C :,A GALV. SiE , NEW CARPET INSTALLED BY GC I S f 3 5/8' 20 CA- GALV. STEEL T . STtAS O ' 6' O.0 • to' -0" I; SOLING �N.SAATION I i I r ' ( I PJOS O '6 C.C. ' j NEW WALL BY GC FINISH TO MATCH DOSTING I -) -"IL ' _JOk _ NE • • i ! EXHAUST FAN SPECIFICATIONS i I • 1 HR WALL O (1) GREENHECK CSP250 INUNE 0 / . SEE DET. 1/A2.3 EXHAUST A1oz TYP. FAN = X cNOED WALL TO DECK OF TO O 1 I I O EXHAUST FLEX POND HIGH PT3 EXTENDED wA _ 'J DECK 6' -0' A_F.F SEE PLAN k ELEVATION � - - -- - - 12 FT OF 8" DIA ; • (USE WATER RESSTANT [PT4 + • (USE WATER RESISTANT A = T = - =- I O ELECTRICAL CONNECTION TO EXHAUST GYP. EC. ®"0' - -- _ _ `� F W HIG 0 GYP. BC. O TOILET) AN H SPEED C NTROL - V - - - - - - - SWITCH ON ADJACENT WALL _ 1 , STOCK NG ROOF DECK OR / ARTS . { _ " EX FLOOR DECK • I i � JOISTS SEE PARTIAL UL RATED COILING 1 -HR 13 FRAMING PLAN SHE. Al RATED FIRE DOOR ON FatFE2 _ j - `__ , c•i FUSIBLE LINK W1.0 I ( 2 DEL. 16 GA. OUTSIDE I 2' DEEP, '6 G0. OUTSIDE NEW 1 HR DEMISING WALL BY i DEFLECTION SUP TRACK 1. DEFLECTION SL!a TRACK GC FINISH TO MATCH EXISTING j ! I f I { I . T • 5/B' GYP. B'. D ONE NT SIDc' TYPICAL • �- 5/8' GYP. . BD.- C/ AN PLAPICAL BOTH SIDES TAPE, FLOAT AND PAINT I 6' 2C GA GALV. SWLL +* 3 5/8' 20 GA GALV. STEEL STUDS 0 '6" O.C. >MI ''<c- ' STU 0 ' O.C 1. . AIR COMPRESSOR I /C i� (N.I.C.) L I W Or- . 0 ___I = J:NE METAL STwS ARE Jt2NShE0 AND QCR JNE Cor p � FROM 6 S Of PROVIDE COM PRESSOR AIR ONES TO p0 nt �l j • ! I GC TO CUT WALL BACK AS INDICATED GC PROVIDED (5) EA. tObie I INST' LEG Br LANDLORD AT SIM. I REPAIR CEILING /WALLS IF REQUIRED CEILING REELS, & (2) I - DROPS AT 48" A.F.F. t 1 °(TENDED WA:_ TC DECK EXTENDED WALL TC DECK I I /J NEW DROP DOWN EXHAUST TUBE VENTILATION I PTS PROVIDE VALVES AT ALL GC TO INSTALL, OWNER TO PROVIDE SPECIFICATIONS P7g FPT6 I • USE WATER RESISTANT +sTAU LOCATIONS. PROVIDE DRAIN 4 114 ON ALL SUPPLY LINES GYP. BD. 0 TOILET] FC3.FE2. - f w1,wJ,C1 NEW WALL BY • i I r�asrc GC FINISH TO MATCH EXISTING PREIArGR. 3/4' PLYWOOD BACKING - P4 Ic3/11.arsi = r C r - WORK BENCH f I i SUSPENDED CEILING OR I PENDED CEILING OR w iasrc I GYF. BD. SOFFIT ((a b I e� NEW VCT BY GC M1. 1.172 S T- GYP B0. SOFFIT k I I f U saw ' N.I.C. N. _ pane � _._ SUSP. AIR SUSP. AIR 5 /8' GYP. BD. BCTN 51DE5 Ill I �� - 5/8' GYP. BD. BOTH SIDES /--- COMPRESSED AIR P +LOSE REEL HOSE REEL t� O . �- TAPE, FLOAT ANL SAINT TAPE, FLOAT AND PAINT , SOW OUTLETS EXISTING CEILING TO REMAIN - CD O 48" A F.F. LAYOUT LIGHTING TO MATCH ADJACENT SHOP REPRESENTS 6" WIDE � tf I l - 3 5/8" 20 C . GALV. 'TEFL 3 5 8 20 GA GALV. STEEL $ - - - _ 16 GA_ FLAT METAL 1 - r I / c _ (./-) SHOP - - - - I - STUDS AT 16' O.C. BACKING AT 84' A.F.F. I STUDS AT 16' O.C. I I 115 ABOVE ALL WORK 1 T I , J I BENCHES TYPICAL ! w1,c1 ! Q ODR SINE FLOOR '_INE J DOST'G ¢: SEE STRUCTURAL INFORMATION IL` ON SHEET A202 1 EXTEND WALL 6' ABOVE I VE NEW VCT BY GC dut ,---".k l o r7 - T7 - CEILING COIIe tOf LING OR SOFFIT PT8 I CEIUNG OR SOFFIT I PREMFGR. I I PT2 d PT9 WORK BENCH EXTEND WALL 6" ABO EXIT Fri I fIC]fTl �1 N.I.C. SIGN �rwo r nc ,. x an •. work Jo RO DECK PAR IAL DNGISTS R SEE PARTIAL - - - - 1 i ® _y I FRAMING LAN SHT K At OR 1 I �� I S STUD t8 - - i 1 { 1 - } -2 DEEP 16 GA OUTSIDE ( 1 FRAM N S EXISTING OPENING - - - - 1- - - - - - - - - t--- - - -- - -- ! EP, 16 GA. OUTSIDE EXISTING OPENING I ‘,...__,/ NEW OPENING Ot �• DEFLECTION SLIP TRACK DEFLECTION SUP TRACK • i� I 1 5/8' GYP. BD. 5 8 GYP. BD. OVER 1 2" PLY / / TYPICAL ONE SIDE �-� ^T' L ONE SIDE II- TAPE, FLOAT AND PART COMPRESSED AIR I; ., 1 TAPE, FLOAT ANC PAINT I A GALV. STEEL & POWER OUTLETS • •' •" 20 GA GALV. STEEL { tt' 3 -5/8" 20 GA. 0 1 6' O.C. RECEIVED ! STUDS 0 16" O.C. 1� O 48" A.F.F. OPAQUE FILM BY GC CITYOFIUKWILA SOUND INSULATION 1 4 - SOUND INSULATION PUIWiYCEw EA ' • FLOOR LINE I • •I FLOOR LINE ; � FLOOR PLAN �r - EXTENDE^ WALL TO DECK JRENDED WALL TO DECK __ 'k SCALE: 1/4" = 1'-0" PT9 DEMISING WALL rP 1 0 I ST , NORTH -- NOTES: - i _ 1. WHERE 1 -HOUR PARTITIONS ARE REQUIRED, PARTITION TYPES w e1� 0 NOTES WALL SYMBOLS P.13 AND/OR !'14 SHALL BE CONSTRUCTED BASED ON L.L cor n • DESIGN NO. 465 FOR NON -LOAD BEARING WALLS. , '154 ! 2 05.30.02 KLS PERMIT 1. ALL DIMENSIONS ARE TAKEN FROM THE FINISHED FACE OF 9. ALL FIRE RATED ASSEMBUES ARE BASED UPON GYPSUM ASSOC. - 2. WHERE DEFLECTION SUP TRACKS ARE REQUIRED 0 1 -HOUR WALLS, � \' + h.1 ∎I 1 04.23.02 KLS Be AND BEAMS, TEST DATA SEE SPECIFIC TEST REPORTS FOR REQUIRED PROVIDE 5/8" TYPE "X" GYP. B0. OVER OUTSIDE DEEP LEG TRACK N ' WALLS, AND FROM THE CENTERLINE OF COLUMNS AND Sr PACK VOIDS IN DECK FLUTE 50UD W/ FIRE SAFlNG INSULATION UNLESS NOTED OTHERWISE. COMPONETS AND ASSEMBLY. TYP. INTERIOR PARTITION, SEE WALL KEY Number Date By Description 2. ALL EXPOSED INTERIOR METAL, WOOD, AND GYPSUM BOARD 10. BLOCKING IS REQUIRED AT THE FOLLOWING LOCATIONS: SEE 4/A4.01 FOR DETAILS 3. DEMISING k RATED WALLS SHALL BE CONSTRUCTED TIGHT IC DECK SURFACES SHALL BE FINISHED PER FINISH SCHEDULE AND SEE 3/A4.01 FOR TYP. RESTROOM WALLS & MAINTAIN REO'D. RATING. VOIDS BETWEEN TO'' OF WALL & DECK SPECIFICATIONS. IF A COLOR IS NOT SPECIFIED, VERIFY A. TELEPHONE ENCLOSURES FLUTES TO BE PACKED FULL OF FIRE RATED SARNG INSULATION MATERIAL Sheet Tdk I WITH THE ARCHITECT. FLOOR PLAV B. COUNTERS WALL WTIH 16 GA X 6" WIDE FLAT 3. EXTEND METAL STUDS A MIN. OF 6" ABOVE FINISH CEILING METAL BACKING FOR SHELVING AND PROVIDE LATERAL BRACING AS REQUIRED. RUN GYPSUM C. RAILS WHERE ATTACHED TO WALLS VERIFY EXTENTS AND HEIGHTS PARTITION NOTES: BOARD A MIN. OF 4 ABOVE THE FINISHED CEILING OR TO THE UNDERSIDE OF THE ROOF DECK WHERE NO CEIUNG D. DOOR FRAMES WITH OWNERS REP. OCCURS. 1. All FLOOR BEAM PARTMON AN0 LANCING SOFT1 S THAT E. CASED OPENINGS 4. PROVIDE A SLIP JOINT AT ALL LOCATIONS WHERE METAL MENG TO STRuCTITRN. STEEL SHALL BE suPPaRTED FROM STUDS EXTEND TO DECKING OR JOISTS ABOVE. DO NOT F. WALL MOUNTED DOOR STOPS 1 HOUR FIRE RATED WALL, TOP CHORD OF OPEN wFB JOISTS ANO /OR N40E FLANGE BEAMS PUNCTURE OR PENETRATE RIGID INSULATION OR ROOFING SEE 1/A4.01 FOR DETAILS 2. Au TE?NNI CTOREFiiONT iRAAANG AND FINISHES SFINl BE MEMBRANE ABOVE DECKING. G. TOILET PARTITIONS R+ AN0 n4SIAl1ED MDEPENOANT OF LA DLGRO 8JLXHEAD Scale AS NOTED 5. ALL GYPSUM BOARD TO BE 5/8" THICK UNLESS NOTED H. COAT RACKS filliffit _I Designed DES Drawn KLS OTHERWISE ON DRAWINGS. EXIST EXTERIOR WALL, SEE WALL KEY I. FIRE EXTINGUISHER CABINETS MAINTAINT /PATCH & REPAIR AS REQD. Date Checked KLS 6. ALL 6" METAL STUDS SHALL BE 18 GA. MINIMUM U.N.O. ALL OTHER METAL STUD GA. SHALL BE AS SHOWN ON PLANS, J. ROOF ACCESS LADDER Approved By KLS Job Number 2000 -12 OR AS SPECIFIED. WHERE NO GA. IS SHOWN OR SPECIFIED, USE GA. AS RECOMMENDED BY MANUFACTURER FOR WALL 11. MECHANICAL SYSTEMS, INCLUDING HVAC PLUMBING, wi HEIGHT AND USE. TO BE 'BIDDER DESIGN" SYSTEM PER D Sheol Number CRITERIA IN SPECIFICATIONS AND DRAWINGS. 7. USE WATER RESISTANT GYPSUM BOARD IN ALL TOILET AREAS. 8. ALL BATT INSULATION EXPOSED TO VIEW TO BE VINYL FACED, AND BE FLAME SPREAD -25. ! • A2.01 I .__ 0 4 0 • PARTITCIV TYPES I Ste. . •,r = t -a' keith I with, a 719 N 61St Sti- e! Seottie, la gtat 913'Q3 • �16UIG ROOF mat , 00 A- S• FI ONT 206 297.097? "'- /� 206297.9486 tm a " I OR EIDER OM '+ /'� i � -- 2 DEEP. 16 GA arSCE / - SUSPEN ED CUM OR IRECION SIP~ TRACK / GM. 83_ SOMT • _ I • ! • --5/e- CYR �.w•wE x 60th SMES • WE. MIT MC PAW - ___ 5/8' C'tP 80 -01E SIDE o+ 4 / T. Par MID PART IlE rX51ElEC AROIIECT j i t STEM /� 5/Q" 20 GAUL S � • w . 7WS 10.C. > __ r . 2c r Lv [ - r "O I FLOOR LINE Dorm I i tarn F10am EXTEND RAU 6' Ae30N_ �� i a+ i F -:-: ] EX t ]DTO DCK li R13 9 11 RA CAN i TICAORIE en .C5 1 10--47. , I 'r __ NG T ROOF OM OR OR ROOK DECK I �\ •, I i � I COSTING 400E -; T / SPX cts^5 SEE PARTIAL w I r =RAYING PLAN SHT. At 2 DEEP, t 6 GA . OUTS OE - ,. 2" D. 15 GA. OUTSIDE ,§§§ N. OEF1 DEFLECTION SLP TRACJC 1x f DEFLECTION SUP TRACK • II - - - 5 /e' GYP. B0.- ;, X 5/8• GYP. B1_- TYPICAL BoTM SOB ; � TrPiCJAL BOTH SIDES f I I TAPE, FLOAT AND PAM TAPE, FLOAT AND PAMr iwertec I I - ---S 5/8' 20 G4 VA' V. STEEL I ` ` STUDS I 3 5/8' 20 G A GALV BLEB �: 3 STS 0 ' 5' O.C. ,o -0' I I SILOS 0 ?6 DZ. ; SOUK INSLIA710N - • = -COP JNE • .t =_DOR •N= / t I I EXTENDED wAL TO DECK OR TC — I.-- - -1 EXTEND A I / / sroac / ARts / / L: I TRACK it -5/8• ;1 P. BD. �7NE SIDE E' Q 46'-o' AN TAPE. FLOAT D PLANT TYPICAL BO?! SIDES / I I .. TAPE. FLOAT AND PAINT t ! AI I 3 5/8' 2G GA GALV. STEEL •< \ 6' 20 GA GAL /. STEEL STUDS O 16' O.C. STUDS 0 '6' O.C. tt • — J F — =_OCR JNE I I JOR _,NE MEAL STUD E '- - S ARE. ANC — INSTALLED BY .ANDLORD A SIM. _ r ■ D(T NO W _ TO DECK n i- -- I I I I IP �JTTENDE W A TC DECK ' (USE WATER RESISTANT I RiSTALL I F>Arez. _ w _ , \ GYP. BD. 0 TOILET) _ i'll'' 1 1 40 w Cl 12 1 /4' � • / LL_i iCJ /4rB4 3/4" PLYWOOD BACKING I:4 F— w�,wac1 Ir- - SUSPENDED CEILING OR F SUSPENDED CEILING OR , -1 I SOFFIT GYP. BD. SOFFIT U � 1 ,W C1 LL , 0 6 1 • - I I `" j ; TAPE, R TAT AND PA1p BO. BOTH SIDES I I' i — 5/8' uYP, BD. BOTH SIDES I— l TAPE, FLOAT AND PAINT , O a - - - - - - -- - 3 5/8' 20 GA. GALV. STEEL , �- 3 5/8' 20 GA GALV. STEEL �� IC J sHOP r,s t STUDS AT 16' 0.' J / STUDS AT 16' 0.0. n3i 'six!' OOR '_:NE FLOOR LINE EXTEND WALL 6' ABOVE EXTEND WALL 6' ABOVE CEILING OR SOFFR i CEILING OR SOFFIT P �8 ea p I t.o'ae.. - - -_ � — E)(ISTING ROOF DECK ORS ..--------EXISTING BOT. ROOF J�1STS OR �- �9 I _ -. — — — t -- ; STUD JOISTS - SEE PAR STUD JOISTS - SEE NATAL ' FRAMING P + — — { — —$ -- _ - - _� I \ — — 1 I FRAMING PLAN Si-TT. Al UN SHT. A' \ 2' DEEP, 16 GA OUTSIDE I - 2' DEEP, 16 GA. OUTSIDE I FLECTION SLIP TRACK DEFLECTION SLIP TRACK 9' -6' X 3' 2 i/4'` 20' -0' / 13' 9 324' Y' DE I - VERIFY A 1 5/8' GYP. BD. TYPICAL ONE SIDE 1 � _y — 5/B' GYP dD. OVER t/2 PLY T . I ' TYPICAL ONE SIDE Tm L, .,. - TAPE, FLOAT AND PAINT ` "U Y„ . • 3 -5/8' 20 GA. GALV. STEEL 12' -5' 18' -0" RECEIVED • -6' 20 A. GALV. STEEL STUDS 0 16" O.C. 15' 0' / 15 -0" II- STUDS 0 16' O.C. �_�: i i OPAQUE FILM BY GC CITY OF TUKtvILA PANEL JOINT PANEL JOINT PANEL JOINT PANEL JOINT SOLING INSULATION _- SOUND INSULATION I FWOR LINE i FLOOR LINE IP f91 EXTENDED WALL TO DECK P T , EXTENDED WAIL TO DECK DEMISING WALL STOREFRONT i I NOTES: \ ' _ NOTES WALL SYMBOLS ,vr LJ YMBO C� 1. WHERE 1-HOUR PARTITIONS ARE REQUIRED, PARTITION TAF3 ` y 1 ,,, 0 I O/"7L�L� PT3 AND /OR �T4 SHALL BE CONSTRUCTED BASED ON U.L ' DESIGN NO. 465 FOR NON -LOAD BEARING WALLS. 1 2 05.30.02 KLS PERMIT 1, ALL DIMENSIONS ARE TAKEN FROM THE FINISHED FACE OF 9. ALL FIRE RATED ASSEMBLIES ARE BASED UPON GYPSUM ASSOC. 2. WHERE DEFLECTION SUP TRACKS ARE REQUIRED 0 1 -HOUR WALLS. ��� .. �j _rJs 1 04.23.02 KLS BID WALLS, AND FROM THE CENTERLINE OF COLUMNS AND BEAMS, TEST DATA. SEE SPECIFIC TEST REPORTS FOR REQUIRED PROVIDE 5/B' TYPE 'X' GYP. BD. OVER OUTSIDE DEEP NS TRACK t • UNLESS NOTED OTHERWISE. COMPONETS AND ASSEMBLY. TYP. INTERIOR PARTITION, SEE WALL KEY Number Date SEE 4/A4.01 FOR DETNLS & PACK VOIDS IN DECK FLUTE SOLID W/ F IRE SAFING INSULATION. _ By Description 2. ALL EXPOSED INTERIOR METAL, WOOD AND GYPSUM BOARD 10. BLOCKING IS REQUIRED AT THE FOLLOWING LOCATIONS: SEE 3/A4.01 FOR TYP. RESTROOM WALLS 3. DEMISING & RATE - 0 WALLS SHALL BE CONSTRUCTED LIGHT TO DECK SURFACES SHALL BE FINISHED PER FINISH SCHEDULE AND & MAINTAIN RFQ'D. RATING. VOIDS BET1pEEN TOP OF WALL & DECK I SPECIFICATIONS. IF A COLOR IS NOT SPECIFIED, VERIFY A. TELEPHONE ENCLOSURES FLUTES TO BE PACKED FULL OF FIRE RATED SWING INSULATION MATERIAL. Sheet Title WITH THE ARCHITECT. - _ I B. COUNTERS - - -t LL 6 w* wmi 16 GA x WIDE FLAT DIPAYSION PLAN 3. EXTEND METAL STUDS A MIN. OF 6" ABOVE FINISH CEILING METAL BACKING FOR SHELVING AND PROVIDE LATERAL BRACING AS REQUIRED. RUN GYPSUM C. RAILS WHERE ATTACHED TO WALLS BOARD A MIN. OF 4" ABOVE THE FINISHED CEILING OR TO VERIFY EXTENTS AND HEIGHTS THE UNDERSIDE OF THE ROOF DECK WHERE NO CEILING D. DOOR FRAMES W OWNERS REP. PAR LITTON NOTES: ITH OCCURS. E. CASED OPENINGS FITS PAR 1. ALL B FLOOR EARNMUTTON MO 1MNGNG SOFFITS THAT 4. PROVIDE A SLIP JOINT AT ALL LOCATIONS WHERE METAL 1 HOUR FIRE RATED WALL. EXTEND TO LNII C STEEL SHALL BE SDPPO FROM STUDS EXTEND TO DECKING OR JOISTS ABOVE. DO NOT F. WALL MOUNTED DOOR STOPS lop g1OA0 of OPEN FITS JOISTS AND /OR MADE MANGE DEWS PUNCTURE OR PENETRATE RIGID INSULATION OR ROOFING SEE 1/A4.01 FOR DETAILS MEMBRANE ABOVE DECKING. G. TOILET PARTITIONS 2. ALL TE?MNI sr011EFR01F1 FRANK AND FLASHES SHALL BE 5. ALL GYPSUM BOARD TO BE 5/8" THICK UNLESS NOTED H. COAT RACKS SUPPORTED N40 INSTAL! FD WDEPENON T OF LANDLORD BIAKHEAD Scak AS NOTED OTHERWISE ON DRAWINGS. EXIST EXTERIOR WALL, SEE WALL KEY I Designed OLS Drown KLS I. ARE EXTINGUISHER CABINETS MNNTNNT /PATCH & REPAIR AS REQD. Checked 6. ALL 6" METAL STUDS SHALL BE 18 GA. MINIMUM U.N.O. ALL Date KLS OTHER METAL STUD GA. SHALL BE AS SHOWN ON PLANS, J. ROOF ACCESS LADDER OR AS SPECIFIED. WHERE NO GA. IS SHOWN OR SPECIFIED, USE GA. AS RECOMMENDED BY MANUFACTURER FOR WALL 11. MECHAN_IAL SYSTEMS, INCLUDING HVAC PLUMBING, Approved By KLS Job Number 2000 -12 HEIGHT AND USE. TO BE 'B DESIGN SYSTEM PER DESIGN 7 CRITERIA IN SPECIFICATIONS AND DRAWINGS. �"'� Sheet Number 7. USE WATER RESISTANT GYPSUM BOARD IN ALL TOILET AREAS. 8. ALL BATT INSULATION EXPOSED TO VIEW TO BE VINYL FACED, AND BE FLAME SPREAD -25. A2.01. I . LEGEPO keith I smith, act ect z 719N61st p nit,. c rROUFD ev Seattle, tam 98'03 1L►rLRitr C-- /5F160R- 206297.097' 4 k NIGHT MIT 206297.9 66 fax i O ARCidiECT11RAL CASEWORK � AND "—Off CAN OETIkS • • \ y 1 l FIXTURE TYPE . • •A RATE OF RISE DETECTOR i I FIRE ALARIII �� RED II i • • Cl p I L 7 F ` ! S�A .I1S..GTO1� 6 I 3 ( I ALL E:ECTRICAL, SPRINKLER. FIRE ALARM Atall MEC►NNICAL WORK S^MLL BE UNDER SEPARATE PERM(' mo I I i i ` mow Luse ROOM 07 s I 1M CIA raUe1. >R r.� i �lffi •° 1 Ur-0- 1 S Ir ,C2 // ' I N. � T NG UC-{TirG p 9E i I I .,ATED — NO :AMU I 1 O ' O ." C D I i Wi XS I • /, I / STOCK / . ...___ e A -. -__ _-- - - - - - ..-___- - -._ -- il i I / / I cif) , 1 iii-iii Q 0 _I Y Emil -i-f) I I 1 I N'SfAL I I I N wi w - e L lEX15T' " 1 INSTALL I w1,w3.C1 INIZE � L� 1.172 SF IC - � I U L L = , STING LIGHTING TO BE 1 EXI RELOCATED — NO CHANGE — -- - - � - - - t$ - - - - - - - -- SHOP I - - - - - L _ 115 I /4 I I WI,Ci I EXISTING LIGHTING TO BE RELOCATED — NO CHANGE I I I fm°°' I I // : TT!TT : ) , A , i REFLECTED CEILING PLAN RECEIVED . Cl SCALE 1/4" = 1' —O" CITY OF TUK\MILA NORTH 4 `ii i.,`c / EXISTING STRUCTURE. . — ' NKn CC27 CUP OR EOUAL. LIGHTING /NG r"I/� / .IRE SCHEDULE G� 1001. 2 05.30.02 KLS PERMIT VOLT MODEL ��� �U y ; t? 04.23.02 Ins 910 SEISMIC' RFSTR AINT CLIP PROVIDE 12 GA. STEEL WIRE A1PPOf T FROM Date MINIMUM (4) PER LIGHT FIXTURE, (TYPICAL.). � J� SAFETV YARf SUPPORT HOLES AND MARK DESCRIPTION • MANUF. WATTS INPUT REMARKS Number Dat By Description FASTENED To BUI -DING STRUCTURE. PRO VIDE PWR TO POLE SIGN. (CONFIRM W /OWNER) I MINIMUM (2) SAFE it WIRES DeP I'GHT FIXTURE n ; n ; ,n ;c CAI ccRNEH� A IKIII ALL INTERIOR LIGHTING SYSTEMS SHALL BE EQUIPPED Sheet Title __ —_ i C B 2X4, 3 -LAMP FLOUR, FIXTURE, Al2 ACRYLIC LENS, E.B. 120V #2G 332 A 120 EB 81 -U METALUX 91 SUPPLY 25% SPARE LAMPS WITH A SEPARATE AUTOMATIC CONTROL TO SHUT __ I a' X 2 RECESSED LIGH ,UPI:. 61 SAME AS TYPE B W /BATTERY BACK -UP 120V OFF THE LIGhIiNG AND LOCAL OVERRIDE SWITCHING. — I _ METALUX 91 SYSTEM SHALL BE LOW VOLTAGE AND BE UTHONIA SQUARE —D, UGHTOUER, G.E. OR OTHER APPROVED SYSTEM. CO N TRACTOR TO FURNISH & INSTALL TYPE " " Aiiiw i - L2" FI XES IN DISPLAY, SIGN/WALL RECESSES. REFER TO LIGHT CAN.� L1 DISPLAYS & CASS SCHEDULES EWORK SCHEDULES ON ARCH. SHEETS. \ SEE POWER PLAN FOR J —BOXES & FLEX FOR THESE RECESSES. FIERECTED CMG PUN \--EXPOSED T — BAR couNC. AS NOTED SWITCHES & RECEPTACLE OUTLET COVERS SHALL BE WHITE IN COLOR. Designed DLS Drawn KLS ALL EXTERIOR LIGHTS SHALL BE PROVIDED WITH A PHOTO CELL FOR CONTOL. Checked KLS LIGHT FIXTURE SUPPORT DETAIL Approved By KLS Job Number 2000 -12 ALL WIRES ARE TO BE TAUT WA TH A MINIMUM Of (3) TIOHT TURNS AROUND SELF - TvPICAI. ]-_, D i s Sheet Number A2.01.2 1 1 _ . . . _ . . _. .. • . • _ _......_.......... ... .........................,... .. ..... ....................... . . Kdith 1 smith, allied 719N61stStreet Seattle. pari►+gtor 98103 206297A97' • 206297.9486 rac E 1 4 Os ,...a C I I f ' I • • a t STA ar WASHINGTON I _ I COSMO I I ,,,V MOON j I I ; a CIA . , I THOME ii.cs _ ,o'-o. I I I I s ■ .. i ( f } i ! I I `" �> � - ( 1 C -0' • i I �® I r I i tI — — -- - _ _ _ _ _ ,E! / — � I / AR 'I1 1 / � I w1,C4 I I 4x I cf) .< ›...1 ..<_. [I'l �. I i ` �. I �. 48. 48 • 0 = cor re sor paint 0 table F wG I I I I I I i DOSI INSTALL • 14c ,,wJ E 1,W3 C MSTALL 48� WI ,M • 114 el /4 I--- I ,� ,,,,,/. 4,F132,,.., / � 43� 48'� Dr6YG 48 Q LL I I I I • , e 1 1s I 1.17 SF 1s U I pare! 1 1 i a- PI saw D ° I S 115 _ _.,___ _ — e e _ , _ I: Loo HOP IT-3/4,132 I 1 e - ®+ w1,c1 EXIS1 G © 48 A k J I@ 48 du • colle;tor _ o - I t. 11 I I x 4a • tta rn 1. I 1 I work - - __ _J _ -- -- - I L - . - - - -.. j. -- — ' "rr,o�e a _. -_. anal ' s.o _ . -. ` x- i g ..c c onc,n x tr r. ( r ` , -� —1- _ - — — I - -- --1- - - — __ A il ..__ RECEIVE) CITY OF Togtv:, KEY NOTES EQUIPU_NT SC . _ SYMBOL NAME FLA VOLT /PH SINGLE POINT CONNECTION AC RECEPTACLE TO MATCH PLUG — AIR COMPRESSOR 4.0 208/1 PROVIDEC WITH EQ. O PROVIDE 2 -POLE, 30A NONE USIBL E DISCONNECT SWITCH IN NEMA 12 r °‘ 1 TABLE SAW 7.9 208/1 RECEPTACLE TO MATCH PLUG ENCLOSURE FOR SHOP AND GARAGE AREA. Ur O — _ -- 1�'� 'L _ 2 05.30.02 KLS _ PERMIT PROVIDED WITH EQ. 04.23.02 KLS AID . DC R ECEPTACLE TO MATCH PLUG , � �w W� Number Dote By Description PTA PROVIDED WITH EQ. a DUST COLLECTOR 8.8 208/1 15 H OSE REEL RECEPTACLE MOUNTED ABOVE. COORDINATE EXACT ` _ � -- - - LOCATION WITH OWNER PRIOR TO ROUGH -IN. HR HOSE REEL Sneer Title 1 (TOTAL OF (5) UNITS) 5.0 120/1 NEMA 20R PONS 00 OVERHEAD DOOR #1 7.2 208/1 DIRECT CONNECTION • PROVIDE INTERFACE TO FIRE ALARM SYSTEM TO RELEASE ROLLING FIRE SHUTTER UPON FIRE ALARM ACTIVATION. Scale NOTED 3 PUSHBUTTON CONTROL FOR OVERHEAD DOOR, (1) ONE PUSHBUTTON PER DOOR. Designed as prawn KLS CONFIRM LOCATION AND WIRING REQUIREMENTS WITH DOOR INSTALLER. Date Checked KLS Approved By KLS Job Number 2000 -12 1 0 2 ( S a Sheet Number A2.01.3 • _. _. • , a I 4 4 ` 4 ■ ke T' Cr'''....' ..Tite 719 tr 61st Street T PROPOSED WEUrk £7[PA11 7 Seattle. tlorir�gtan 98103 oc>snac OW 206.297_09P / 206297.9486 foe "" ", /�/ ;/1! N ' �as� EnST'NG RUA& 2.T I TENANT SPACE SALES r t.M 4 . / ' ' / , '-//,/,,, MOM L arr. / ATE OF M4/K,TOI /, - ' i /./2////./.. -_._, ..A STdr, EVT 1,] / !' i I i • C I ExsnNC LOCATION o ti LUNCH A PLAN . I ROOK NO EfISTING _ - - IN CAR FCS,fL". � .•` ! / , / THEATRE 11/..M ` / - e : 10._._ . , . -, , . .. . . . , .. ., , ... / . . / / ! ..,- . ., 7 „, . , i • ' / . - CA . . . f -'' , . . , ., „. , Ns .• • • j` _ • . , ., / . . .... ,. ,.. . ., . ... ., , f , ilinili . . . , . , . ., ., • „ N.. / —J _I . . . ..• .• , EXISTING SALES AREA FOR ... .. , i . . / . ADJACENT SPACE NO WORK , i WAITING NEW CARPET PROVIDED BY OWNER 105 I I / r E,.. 7 ..,.. NEW CARPET INSTALLED BY GC �' / . ' ' ' ' . : w1,m NEW WALL BY !, . • GC FINISH TO MATCH EXISTING ` EXHAUST FAN SPECIFICATIONS : t HR WALL } 0 SEE DET. ? /A2.3 I O (1) GREENHECK CSP250 IE:HAUST 8EXHAUST FAN ® s ® I O 12 FT OF ” DIA ROND Hf O _ PRESSURE FLEX • O ELECTRICAL CONNECTION T I , U . FAN HIGH SPEED CONTROL W — — 7 (-,-,;\ - — 5 — — -- — — SWITCH QN ADJACENT WALL _, — — — ,' • A STOCK I L) . /PARTS ` D COILING - G HR 11 ' UL RATE r ! . Up RATED FIRE DOOR ON FUSIBLE UNK w1 / • EXPOSE7] ` NEW 1 HR DEMISING WALL BY ,:� - C- GC FINISH TO 1 MATCH EXISTING t (0715,---' AIR COMPRESSOR I con PROVIDE 3/4" AIR LINES e .. . . ... . . RECEIVED FROM COMPRESSOR TO point • CITY OF TUCWILA GC TO CUT WALL BACK AS INDICATED GC PROVIDED (5) EA. tC ble I / JUN 2 0 POOZ REPAIR CEILING /WALLS IF REQUIRED CEILING REELS, & (2) DROPS AT 48" A.F.F. NEW O EXISTING I PROVIDE VALVES AT ALL I PT9 PER,' CENTER LOCATIONS. PROVIDE DRAIN GC TO DR IP NSTALLDOWN EXHAUST TUBE VENTILATION , OWNER TO PROVIDE SPECIFICATIONS INSTALL „sal ON ALL SUPPLY LINES / " F • c3.FBZ•1 _.. NEW WALL BY - , : f W1,w3,C Exlsrc GC FINISH TO MATCH EXISTING ALL PREMFGR. I _ 144 WORK BENCH w1.r3.C11 N.I.C. • • EXrsr G i EXISTING STOCK ROOM /OFFICE ,f` I ---i- [Oblel I NEW VCT BY GC ,.n2 SF FOR ADJACENT SPACE NO WORK SOW 1 / pone. SUSP. AIR I SUSP- AIR -- % 1 SOW COMPRESSED AIR HOSE REEL EXISTING CEILING TO REMAIN HOSE REEL a LAYOUT LIGHTING TO MATCH ADJACENT SHOP N" O CUTLETS 48" F.F. REPRESENTS 6" WIDE — - - - - _ 16 GA. FLAT METAL _ I f` • - ' A. SHOP I BACKING AT 84" A.F.F, . I I i ' ® ABOVE ALL WORK / I BENCHES, TYPICAL. w1.c1 1 - - • oos; c I SEE STRUCTURAL INFORMATION F ON SHEET A202 NEW VCT BY GC d U t ��1 S - C011 %V CID 2 05.30.02 KLS PERMIT PREMFGR. 1 04.23.02 KIS BID EXIT = floor ... - I p 0 _ - / WORK BENCH EXISTING EXIT Number Dote By - Description f1am.i I I work / N.I.C. SIGN e e non ha- t o e eohons ea. ++ ... W :: e. rl c h _ �] -- — T — — — — Sheet Tide OPENING I ��� — I T R \\_ NEW OPENING O COMPRESSED AIR BSI �,( & POWER OUTLETS K` O 48" A.F.F. 1 F0 I N C O M F' . - Scale AS NOTED 416 L T R # . J Designed DLS Drawn KLS — Dote Checked KLS Approved By KLS Job Number 2000 -12 FLOOR PLAN SCALE: 1/4" = 1' - Sheet Number NORTH l b 02 ow \ 5 2 A2. , _ _ . _. .. ••• . 4,.. . . .......... a • . , . . a kelp I snit, crcfilett 719 N Vs )ee Sell* 191103 206297097' 206297 9486 fax Ma AR04TECT arti ! STA � er eG?pk i i C Q • o i illiii F— I I 111 I— 12 GA. WIRE W RIGID STRUT PARALLEL TO 12 GA. WIRE MAIN RUNNER = ` PARALLEL TO TEE E CROSS TEE .\\ Cr) U = 90 12 GA. WIRE — r PARALLEL TO PARALLEW : — CROSS TEE MAIN RUNNER \ 9L.— TEE < . • . 40:00 , / CROSS TEE 45"' MAX. AT 2' O.C. MAIN RUNNER AT 4' O.G. � �/ � coy ' l"`r"` DECEIVED 4' S I �� A p CITY OF TUKWILA M Py.. "I' S �p F. -N ti BO "c6) 87:---262‘ e,. tart PE rr c CONFORM TO RE.,). OF U.B.C. STD. 47 -1812 FOR INSTALLATION PROVIDE PERIMETER ATTACHMENT & STRUT STABILIZERS SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT 8 20 DUE TO EARTHQUAKE. IN THE ABSENSE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED: FOUR NUMBER 12 GAGE STEEL WIRES SHALL BE ATTACHED TO A MAIN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRE SHALL BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE 2 05.30.02 KLS PERGIT i AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE HORIZONTAL. i 04.23.02 KLS BID A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER AT THE Number Dote By Deeaiption ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE. SUCH BRekCING SYSTEMS SHALL BE PROVIDED AT Sheet tl A SPACING NOT TO EXCEED 12 FEET IN BOTH DIRECTIONS. BEGINNING F e ENLARGED FLOOR PL4NS AT A POINT NOT TO EXCEED 6 FEET FROM WALLS. LIGHT FIXTURES SHALL BE SUSPENDED IN ACCORDANCE WITH UNIFORM BUILDING CODE. LIGHTING DOOR SCHEDULES FIXTURES WHICH WEIGH LESS THEN 56 POUNDS SHALL BE ATTACHED TO DETAILS THE CEILING GRID SYSTEM AND TO BUILDING STRUCTURE BY AT LEAST 2 NO. 12 GAGE WIRES. LIGHTING FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE INDEPENDENT OF THE CEILING GRID. AND AN ENGINEERING DESIGN SHALL BE SUBMITTED TO Scale AS NOTED SUBSTANTIATE THE SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL Designed KLS Drawn KLS BE SUPPORTED INDEPENDENT OF THE CEILING SUSPENSION SYSTEM. Dote Checked KLS Approved By KLS Job Number 2000 -12 5 a Sheet Number 6 ( ) J ATERALBRACING A2 I I - - kph I sr i th, crc#Mect - 719 M6'r at' air S.a Oe, Ilkorimian 96 20629'.09 206_297.9485 fill , Sae wash I _ sr s , • / fir' i t F I i N. ( i i i I f C = i i i :: : Ill - : -- 1 : .---11111--::; , ' — ---f - T.': : /I ( — — i � •-4 Q I i � J .- ill/ 0 ___1 - - _ . . ......: :.,,,:,,,.. • - 'MIMI( _ I Y 1 II LLJ r LLJ ',i,-.- ' iiii III t CONIO 1 ) .. '''''''''''' e".. '. -' ..., Ce.. ,. , ,- _ .. :::: ;:-.,.: - ... - , , ' ..- ...' i , ;..",-:_::_::. .__'_ _ -, I I - w 1 i .. __ f, g am, /100, - ... . $a , E i'+ ��.. � I e : ore oa. t ko a.e ea. � anatr ��" d�.� ________A I - — - — — I _ '.�. _ _." 4- f • r RECEIVED CITY OF TUKWILA PERMIT CENTEF 1 _ I NOTES WALL SYMBOLS 2 05.30.02 KLS PERMIT 1. ALL DIMENSIONS ARE TAKEN FROM THE FINISHED FACE OF 9. ALL FIRE RATED ASSEMBLIES ARE BASED UPON GYPSUM ASSOC. 1 04.23.02 KLS BID WALLS, AND FROM THE CENTERLINE CF COLUMNS AND BEAMS, TEST DATA. SEE SPECIFIC TEST REPORTS FOR REQUIRED UNLESS NOTED OTHERWISE. COMPONETS AND ASSEMBLY. TYP. INTERIOR PARTITION, SEE WALL KEY By Dexnption I Number Dote SEE 4/M.01 FOR DETAILS Numb 2. ALL EXPOSED INTERIOR. METAL, WOOD, AND GYPSUM BOARD 10. BLOCKING IS REQUIRED AT THE FOLLOWING LOCATIONS: SEE 3/M.01 FOR TYP. RESTROOM WALLS � �v 1 Z∎1 ► SURFACES SHALL BE FINISHED PER FINISH SCHEDULE AND SPECIFICATIONS. IF A COLOR IS NOT SPECIFIED, VERIFY A. TELEPHONE ENCLOSURES Sheet i4k WITH THE ARCHITECT. 20Q2 B, COUNTERS 3. EXTEND METAL STUDS A MIN. OF 6" ABOVE FINISH CEILING WALL WITH 16 GA X 6' WIDE FLAT AND PROVIDE LATE L BRACING AS REQUIRED. RUN GYPSUM C. RAILS WHERE ATTACHED TO WALLS BACKING HEIEGH� JUG ` �4 rU � B OARD A MIN. OF 4 ABOVE THE FINISHED CEILING OR TO THE UNDERSIDE OF THE ROOF DECK WHERE NO CEILING D. DOOR FRAMES WITH OWNERS REP. `� " ' 4 OCCURS. E. CASED OPENINGS 4. PROVIDE A SLIP JOINT AT ALL LOCATIONS WHERE METAL STUDS EXTEND TO DECKING OR JOISTS ABOVE. DO NOT F. WALL MOUNTED DOOR STOPS .... 1 HOUR FIRE RATED WALL PUNCTURE OR PENETRATE RIGID INSULATION OR ROOFING SEE 1/M.01 FOR DETAILS MEMBRANE ABOVE DECKING. G. TOILET PARTITIONS 5. ALL GYPSUM BOARD TO BE 5/8" THICK UNLESS NOTED H. COAT RACKS le AS NOTED OTHERWISE ON DRAWINGS. EXIST. EXTERIOR WALL. SEE WALL KEY Designed pLg Drown KLS I. FIRE EXTINGUISHER CABINETS MAINTAJNT /PATCH k REPAIR AS WOO. 6. ALL 6" METAL STUDS SHALL BE 18 GA. MINIMUM U.N.O. ALL OTHER METAL STUD GA. SHALL BE AS SHOWN ON PLANS, J. ROOF ACCESS LADDER Date Checked KLS OR AS SPECIFIED. WHERE NO GA. IS SHOWN OR SPECIFIED, Approved By KLS Job Number 2000-12 USE GA. AS RECOMMENDED BY MANUFACTURER FOR WALL 11. MECHANICAL SYSTEMS, INCLUDING HVAC PLUMBING, HEIGHT AND USE. TO BE "BIDDER DESIGN" SYSTEM PER DESIGN CRITERIA IN SPECIFICATIONS AND DRAWINGS. 7. USE WATER RESISTANT GYPSUM BOARD IN ALI_ TOILET AREAS. Sheet Number 8. ALL BATT INSULATION EXPOSED TO VIEW TO BE VINYL FACED, 2...... i AND BE FLAME SPREAD -25. J � , A3.01 I I _ _ . . _ � ._ _... _ __- , . i keith ! smi h, ardiect vote& r _.......... CF NOTES: 719 w 6' �+�eel OR O11 R APpt20YED !avow Seattle. lasr ,a. 99103 1- st PRAWN'S ._ 9E GALV+wLcD UNLESS OMMIERWPSE MOWED. 206297.097 • t00N4IuArerG AS FOLLOWS, 206297.948E kil 12. "4 & 16 GAGE ASTI A446 GRADE C %e . 50 KS -- T --- - -- 16 & 20 GAGE ASST• A446 GRADE A Fs . 33 R51 ,7 t i 2. TRACK SECTIOoHS SHALL BE ` AND SHALL hHplE A' LEAST 1' -- W / FLANGES- SEE DES FOR TYPICAL TOP ANO 9OTTOW cf 16141. OOMNECTION. TIw 3. C STUDS SHALL BE PROVIDED AT THE IEND OF THE DIALS AND AT THE F--�r- fI00r TRUSS OF A,_ NM.:S OVER 6 -0' CONTINUOUS WIDTH BLOCH@iG AT IOZ- HEIGHT NOT USED c 4 t1R TTO 10• -0' HEx +T� Tut « s c= 3RHDC�+NC �Qw F ACED 7VER 1C' O' HE1GH' BROG+}IG ROWS SPACED 3' -4' O.0 MAX i DOUBLE TOP PLATE BRAGNG SHALL BE EITHER WELD�.� OR SCREWED AS DETAILED I YR n00L SAFING MATERIAL -/ 4' /C` TENSITY OR OTHER APPRO'rED NATERIAL 1 HOUR PARTITION 6-1/2" (7 -1/2' 0 SHEAR WALL) 41 1 I I i i i 1 1 HOUR PARTI_Tl WALL 2 1 HOUR WALL AT ROOF TRUSS METAL STUD FRAMING NOTES j r- ^ A _ - -..\ - . -. — S can r. zit - - - . , . - - ■ t WIDT- PLR / ----- i; 1, ; I I ,) I i I I I ( 1i/ •c6P I PINTED EACH SE JAMB STUD TO:- AND BOTTOM nib. I i I 3 4- WELDS ' I -- — I � 5 CYP. 90AR0 EA. P TYPE 'X' I �p. ` . � � T l STUD FRAMING (SIZE� GA AS SHOWN JOISTS PER L r � __ 1 - ; O PLANS SCHEDULE _} M _ ? SCRl1�NS � � -�-- J � ` � � PER SCHEDULE _�` " SOUND ATTENTUATION I NO PUNCHOUT SHALL OCCUR WITHIN v t'1 BAITS PER SCHEDULE f 12' FROM ENDS OF STUDS / # 5 SCREWS ;� + HAT t8 O.C. j EXOTIC ROOM 18 NN BRIDGING CHANNEL. EACH SIDE IL ' I i t I SIDE 8" REQUIRED EL TYP. L - . 'n SCREW ATTACHMENT AT EACH FLANGE - J STU G:82 PAINTED ON 5' I NO. 6 X 7/16 PAN HEAD SHEET METAL I I I I I '� STUDS 4' O. I SCREWS. U 1' MIN. DRYWALL SCREW IF I 5 8' G = STUD AT TIAH ARE CONNECTED TO \ 9 GA TRAC K • PAINTED FINISH FLOO CONT. 18 GA. BOTTOM TRACK, SIZE TO 1/` I • - — ! ' MATCH METAL STUD FRAMING. ATTACH RUDE() SCREWED OPTION I TO FLOOR W/ 5 /32' DIA. DRIVE PINS AT _ HEADER SCHEDULE O 4' -0 O.C. U.N, OPNG. WIDTH SIZE NO. OF SCREWS /I\ BRIDGING IS REQUIRED AT ALL WALLS CONFORMING TO THE FOLLOWING: / I FLEXIBLE 1 -HR JOINT SEALANT AT 0' 0' 10' -0' (2) 6' 16 GA (6) NO.10 1 -HR WALL CONDITIONS TYPICAL UP TO 10 -0" HEIGHT: TWO ROWS OF BRIDGING EQUALLY SPACED. OVER 10' -0" HEIGHT: BRIDGING ROWS SPACED 3' -4' O.C. MAX. 10 13'-0' (2) B" 16 GA. (6! NO.10 0 = , BRIDGING SHALL BE EITHER WELDED OR SCREWED AS DETAILED ABOVE. 1---- -� WALL @ EXOTIC ROOM WALLS n TYP. WALL TO FLOOR CONNECTION f9 BRIDGING DETAILS HEADER DETAIL I __ ' SCA. _ " " -- '' SCA�E: 3" = -C" NOT TO SCA ��)7 a_ _- - -.. 0 P4 LLJ ' Ille U = i CIIIINI) C) C 1 Gt`f pi 141 i' D 8 2002 JUt -8 ILl MJc ---..- - RECEIVED CITY OF TUKWI A PERMIT CEAiTti- 5 8" CWB � a 2 05.30.02 KLS PERMIT OR 1/2" PLYWD 1 (.5,24 1 04.23.02 KLS BID TRUSS ATTATCH TO 1 0 o Number Date By DeeaipOon j — I 0 @ 010 ►;I O. Sheet Title II 3 () — 2X4 STUDS w O 24" 0.C. SAFiNG = MATERIAL a 0 I s` T _: T: Seale AS NOTED t.--- Designed KLS Drawn KLS _ SUSPENDED CEILING Date Chedied KLS Approved By KLS Job Number 2000 -12 O Sheet Number DRAFT STOP DETAIL ' " " " 2 :: :: r ol? . 7 2 SCALE: 1 \2' = 1 -0" _ t A4.01 1 • 1 . . .._ . _ , . __ ____ . _.. _... . . . , ._... ...... .. _......____ r I erne dew it: ter oe. meteees a eceerea• sr a yet nerd Spex A1101;O -s ore T,.•K" e steer arc we :awr.,pec a /#011+40 celltvarnae 'C Car et e ;s Deere gs one Specie" at _nr (D aweeeee frprrf Cantr s eke ell mall l cost tt t at d e lctti ^:era and 0......, 0......, c: r•°. err err the were sneer zen , =4d far O •eatdreafAy Pre ttelrt repasees.• *tease ad�tiared colt tc b s Cr Mt telfl�snrx 2 Prp� � 11t} � ea a A Materials. re the ar ra, es. ere A ra g all cot r a dit tke. A it fieai media all le trl�Mt i dle edema Ices sell etsexwdilt tw 4e soars s ewe e f Al doe's t wars hale o morn of ' -- t/2 pen of 719 N ' architect arr:4 a' :! fen„ "Stn � era sat sq n t • cos �,� eaer y o eke entente. of ate � e oar .err o• the ...-e- arse *reelect s: eretec• seetee ace a: mesa iecsio+n we tae made_ there canCiets to Os, Hrse'ree pr Wowed m.rrts .n :.w mime see edge t *krwtrs �iViSi>N 1 ' atmrsakows acct" _ rlF be assumed Mat the Contractor hos egurea (It) Provide OwnerOwner wee rrwlRte'y and location of atltl save' o,,: *. . ante :clads set ar Iota set. oral one 6 :S t roll rest Sta"td (x RA_ 0141? `raifviS a most eeper Vide ^ e;hodt. Attr signing contrcct. ec increase it I Use seder Vest .r else serf F ';erect We af cheek tourstaf coders of sslesvet ascot step.ta meet A ^_A requwarrnerti See araswie+gs Seat*, tllslf�'s9dCr1 91110 se oe we x Omen for any =elect or omission .rte - the neon: (by (`) Provide Ara7titla:t rte: one piece' at Vert ow carpet aplasfKSta"fs asrso mact+ara retA►k"Errterttt 2 Coerce eras ' cierer® cant arts of r~ a 'mac e xsteo ?arm of r: react of ',ce; :eat s estesixfea by the chase/Pete chase/Pete 3f the p•opct soaps - :win. see a 2 - mn� sin w a ' 3 w e a drere Oros be commented grade 206297_9496 fists General Ca " agreenrer etseeler .*weer axe ar attar' eit AA saes ant e. y 3 here t sole o• cats min w t2 m ' Tat?' (� Y )) mode c per re tr�s car roc: cs attoc•r• heel- n err- e:e mere', B. not Sccale the dro. :fees for adtalnsiond information- Should o rata floor of arts r/ t o t fAp �3) Closets as o prevent met. n ter t2 moo- 2e' Ot 3 .4 7oorstops to prevent .moos trot* !netting awa"s_ ^ . :reoa :meteor, ;ter miss a .r cantiict, contact the Architect 7 - i e` 6 9 s Y MUM PlOWCWON 2- Contractor's O - toes n .,.• to :r;.{s seen `ea . y sits ant " g of os -Duals 8. ►tard>ra►a settee*: See Sheet A -t cot lor ^^ s, the p'etracto' s ere g{►axcs!y es foeaws • -- ediote . y (I) Provide tandord (') eePY 1f. Suede.' arcs: The Garrard Contract," salad notify the Architect a ten Section 07200 - emulation e'4 :ces.receor Costs Ferree: as spececa.y revere presets coed pay for ten ('C :cell from start of construction of per: proposed substitutions due w 9ttlellab It , armor. mote ees arc coop:ride. toes, ear-se-veer ecepr'teet and to preentesient dffeseties_ sic ure to do so ri result in the Gerard DIVISION 2 - SITE t14RK 1- retard: es. m more-y eater. •sect, elect ec :reset , ;, . t -ties req. /eat a exec- - tractor being hns e responstte few any coaife/sal costs necessary ear canner - crgrn, are alto ar •a.. ties fc service ^!Cars dry for A Well ea& exuewee - ter a aulreeme ere fee wweak issinrctiare Ma to obtcr the product es specified, it e..aing ail freight premium charges, Section 02090 - t'wriditg Alterations A_ Provide acoustical insulation for trans and ceilings of toilet rooms only. see •r.+rrnee+dations. Meets cutting ire Stems rep xee tc ieste proper exe.tar re comp!et te Or o' e eons and inceToin the corsstructice schedul fe. For a substitution to be Untess othendse notes!. hedkr�e area a into sarfoces sae asst std el be pollee d oeser.�r 1 cons dda a. the Contractor r? submta complete data. inCuderng samples, to Germ. al: %Shea. raid so& item r^ e cowe4d alert y, remove owe store *erg �___ - B. Perrrfits one Fates: Secure and pay 'err garernTert 'cen licenses. anal the Al cam. test for review. a e 8. Provide thermal insulation of exterior walls one: roof per code and landlord req. application d Rental C des Rental ace comedian of uwehirq 41kr ors _ erne permits except as specifty note: ^wen As rite ail other A. Protection: perform ail work it oetardonce site A S/ A10.6: Space fasteners end cletereges ens neeatee or is acardeee war ♦ tK5►swCtOa� per -mils, the Contrecttx seam obtae the ter ONfg per'" t protect persoenef and those portions of tee eu Wading ceding and C. Fire Performance Cncrocterist cx iel provide ins ict. ' maters which are etesey senderats 12. Sr Sarin, t i-oyor.t: AA sprinkler rock to be done by landlord's approved areas which ore to reman_ leave areas. structures areal other identical to those weose fre performance character as listed for each material G The Owner seen pay far al testers_ rte C,nt,octar, norever, ie.. De sprinke :Ontroctar at Tenant's expense. construction to remain in some condition as four, responsene for the cost of test reports t_ect are euestceccr C, or and Petniee off approved "cc/ice sprinkler 3 tem 1e' t to the architect fence! antl ot: . Ys yOi' or assembly of fence insect :ice is 0 port, have been determined by test erg. apPropriele ►eteste¢ A ;gis sndi De made by o tn.a: app oxen to eel. atesign. The daesgr :avow. provide, Herein reflects the B. Existing conditionx "sit site one verify requirements OS necessary m ethods indicated bedor, b UL a other lentil and in a Maurng heifer heirs ow are arts ire 'eights up ton: reek floor tads established t f •: t , Pd Y 9 inspecting a9e"cY acaxptoWe isdepe*dert test ng abexotory, r pving the axi'. es visas you des =tea_ Revisions must be sensitive ;o the curt. cll visual impcct. to accommodate alterations Mute orronger^ents ar visit with to author ties hoeing jurisdiction. unen sear` newts 9^s , umber to "'r'e° iwdioete teat ell to make the test siege red, oral we ce s satisfactory to the Owner's Drarcgs & Cdcu:at:ors roe suer systems seal' be submitted to the Owner's londlard a d visit site at his/her. convenience f r 9 r shoe per at erne Mtge et, units :}wee_ 1 Slur ace bu Hen characteristics: ASTM is 84. Representative. Tee testing laboratory see;` report the resu:ts of inss.raxce agency (attar to fabricators c' any material) fax review and )approval 2 we resistonce ASTTM E '19- t) 8attar tinge c '! Hates all tests in writing to the Contrec ;or arfe the Owner's Ratpresentotive- prior :a seamission of the code review authority. 3 Combustion characteristics: ASTM E 136. ( 2) Tat singe 6 to E r -es ,ow ti7n weed Drawings and cdcu atiOns must cis: be signed are sealed by an 2 Products: s knterw_+cte i ) *tinges - duce/ sec engines icensea :ne state there the subject building is located. All A. Materials anal Construction: motor a s one construction for ( Door Iron i6 to e'0 -5/f6 inches inches at Careplet:on of work. Forwarc Of of same to the Owner. costs !d reredeye permit, signing and se0'ing at drawings and CdCUIOtiOraS pf altered, cut, or removed COnstr,ct.on pre rot ifted. patching D. General protection: protect insulations from p► w 'i it F :amege and from beCOming 0_ Certficcte of Occupancy Otte. ono regard certificate of occupancy m 5) Deadlocks Deadlocks s 54 W iadrea tome spec net soled, or covered ■d ice a sr. Comp y we facturei s ( Door pail ore ;.41.11 eras 42 to 45 Halms Comp shall be boe by tee sprink err subcontractor. Provide materials and caanstrzction 'or palming anal /or new construction reccenmendotions for hdnaling, storage and protection during installation. E. Regulations ono Notices: Commp v with codes. ordinances. rues. , as required to repair. replece. or otherw'se finish or refinish altered ( Deets same tar OnC wear rat M face v6Dlt regulat:Ons and o,ne requnreme a of public ot,tharit "es which pertain 13_ S Constru s ac: use any sequence of construction, subject to the i on empty wreak+ o. eque construction to match existing material ono construction_ r me'a'n restrict one, cornea :Bee to meet the construction schedule- ProduProducts: to the completion of the work : a g %vs, alt required notices, irpudirfg written notice to the Architect, of any observed varicnces in the Section 053X t7dzng contract documents with lego! requiremeeets. 14. On-Ste 'depnone /Fax: 'he Generof Contractor is required to maintain on or- 3. Execution: A. Acoustic: y, 9 q provide thick nesses to fill war stud cavil anal 6" on ceiling. f Gwent • site teeohone /fax for the use of alt parties hosing any legal responsibility B. Thermal: provide thicknesses as necessary to meet required ve.ues. F. Contractor shall attend precons :ructia• meetings ei!^. the mail one /err for any portion of the work At! users shoe' reimburse the Genera! A. Patching and Repair. at a!trea construction, rrPair cut edges. B. $eCtrOn ecockes the Own: or Owner's Representative es requires. ,- repair cut edges, replace construction and fit Her to existing Contractor for alt long o eta nce use. W th the excop,non of suedt u se, all construction as required to match end mete w.^ existing work. C. Owens Comm g Noose Sorrier Bott ex :quo!. Provide celloneous and accessory "" r1) ilondahK gees costs tor installation, mantenance, operation, anal remove) of ±his smooth, even, and practically invisibee. Where Her Paint other • 1 G. Coord.naon: Coordinate work of the various t -ales and te!epne ^e ore the responsibility of the General Contractor. The telepnone or mmaterial, methods, and equi mart p as r equired to compete insulation work z • 002 sealants. finishes ore joined, carry to nearest break in surfaces, � Coerce - nation: subcontractors to assure effcienz aria o oeriy isions sequence of win for instare ^an connected ant foal ccmpletion or the store telephone is id f os requreor not finished appearance. p, wens O Caxni Fiber lass Bctt Insulotior with Kraft ail atic or, of construction elements, wen o ors;ons �ed. n g g paper face und nished wall surfaces ,nst 9 T of wore era this saxtion educe in tar. k occom ^odating %terns ^sto led e:er. Verify that character sties o' and with foil faces Ot unfinished exterior walls above cell%ng Ond of underside of roof. 1t eterre`ctee operating equipment are compatible; coordinate work o` vs,•io a sections hcw i^:erdepenaent -espe ^sib ;i ;t ;es for instc ling, 15. Owner Occupancy. Tee Owner reserves the right to toke initio. occupancy of B_ Disposal: the Contractor is responsible far removal, hauling, and (1) Mirc s connection to, and p'OCirg in service, such equioment. the building os sched�ea, particulprty with regard to delivery end disposal of 011 debris on a daily basis. E. Rigid ingulotion may be used at exteraor wars and roof ;r, Iieu of fiberglass Botts. instctiction of store fixtures ono merchandise. Depending on the progress F. Roof insulation may be above or below roof deco 2 °"°ducts H. Supervision: Ali work ' this contract shall be done cancer of wcrk, this may or may not create some inconve^ience. Claims for DIVISION 3 - CONCRETE constant supervision ca c qualified superintendent. Superintend:^ts time =clays and /or extra costs due to such ;nconvenierces wit! not be a Installation: A Gds +a: where safety glazinq's regaled ter ;overskirt' autffarities cannot be changed without prior approval of the Owner. allowee. 1. ction 50 - Concrete atch provde certified safety gout A. Install bolts between framing members° fitting tightly to adjacent i rgming. terrors terrors 16. Pro ct Close -Out: General: g provri ^t rkdkwtea m drawees M sales one Sttikg roams 3. Use of premises: Confine operation ct site to area perm[tted by aw, a ordinances, permits, mall represertet :vs, and the contract documents. 7o B. Provide cli s where is deer • t AI ex o be polished. not load structure wee weights which we endanger structure_ A. Final Cleanin Clear it accordance with excellent housekeeping A. Concrete patch work as requires. Fife abandoned electric "i boxes, 1- P sp ace in partition or s al per than thickness o: insula.,or. •b9e t prcctices. Remove grease, mastic, adhesives, dust, dirt, stains, cracks, any hoes greater Char ins and depressed slab areas. G Miter tee pd shed plate gees miry can e ea te sy copper plated Sara. f ore Level gill ex sting construction joints. Section 07900 - Sealants 4. Protectio^s: fingerprints. labels oral other ign meter;als from sght exposed guaranteed agcinst sire scoiage me en ter ('0) yeas surfaces. Wasn and seine storefront glazing. Polisn glossy surfaces General: 3. 3. Installation: A. Bcrr;caaes dividin t he work s te from tote mall must be c oordinated 2. Proctcts. 1- g - to shine clear ^y. Clear and vacuum al! carpets. Entire store to be with ono approved by :ne mc` . Tenant GC to incur" all costs for hare- dusted existing parncoe provided py L . A- Cement: ASTM C -150, Low Aeon A. Provide sealant and backing materials for the sec;ng of joints in construction. A_ Car n a n ey wits recommeo:ens fste- .:lion contoinec in the FG Gla YA 'zing B. Gererol Contractor ;s to cover cu c-sp,ay windows lath kraft paper Where installed in visible locotions, prcv;de in. custom colors os Manual and 'Sealant Mor,,o" except .Her specifically not recommenced a B. Personnel: Protect personn.ei, whether occupants of existing building after barricade has been taker. down. B. Aggregates: ASTM C -33 approved to match adjacent surfaces. prohb.ted cry a' y tee glass glazing m anw! .'erie mufacturer; comply w and adjacent spaces, or visitors to the site, or shoppers if manufacturer's recommencat,ons construction is phased, from hcrm cnd trji'v. C. Mesh: ASTM A -185 CA C. Operations and Maintenance Data 2. Products: 8. Cut glass to exw e' rate siz ant stapes cs ndcotec on dradrawee, awr, coos cage Q C. Construction: Protect existing anal adjoining :paces, utilities, and cecrerces and tolerances n accordance sit 'NA recommenaoras umess (1 work of any kind which is to remain from damage, defacement, or ) Materials and Maintenance Manua s: Furnish two (2) final copies D. Water: Potable A. Acoustical sealant: non- hcrdening, nor- drying synthetic rubber seal ng ccrnpound with otherwise rreficated. interruption of service, except as seay be spacic'y directed or of "Materials Manua' ". Deliver final co ies to Owner at time of oauthorized. Ali p,.biic spaces and adjacent tenor: spaces shall be P E. Lo r ex Patch: RAECO -LITH "R -25" minimum ninety percent (907, solids. Use at III interior joints a: ntersections final acceptance. Manuals to nclude materials as listed below between planes around door cnd window frames. C. Cl ,,pa com pleter, rexnc,e ei excess secant ana meterios from repairec, if domagec, and left in c conait'or rnotcr ing the original and to include maintenance instructions where rioted. B nd 3. Installation: Q condition. Any merchandise damaged in adjacent tenants spaces shall fi surfaces .+s and Bran dl etc ir, arc earning members Wished copies in hardbound black covers, will label to include 6. primer: made or recommended by sealant manufacturer for be replaced by the Contractor. project Home, Owner, architect, contractor and date of A. Strength: 2,500 PS! minimum, D. Installation Materials Genaral: Select products wee nave approp•cte ,. completion. Intrude index cnd tabbed dividers between the conditions arc substrates of the application, peperformance dkcr :ter era os - :commended oy glass and g laz" Tatericis � t; D. Existing . I!t es: Protect any existing " utilities to remain" from categories. Manuals to include: B. Curin kee wet not less than twent four r^anu and lyric are compatibl w e wit. a!1 materials wh:cr trey any damage or interruption of service. !f necessary, ootain 9i P y (�4) hours: mois ...7 not less than seven (7) days with plastic film cosering- C. Backin material: ex rill come into contact. permission, of ma!' ant utility company ant reloccte as required for (o) Name of supplier 0 completion of the work. Overtime teetered for the installation, P to distribute concrete F anded, closed cell polyethylene Applied E xtrusion Technoogy C. Slab finishes: tam and then flt and tr tth (AET) Softrod," or approv equal connection or relocation of utilities sh be nc,uded in the (b) Hardware to induce maintenance instructions for locksets, t oa owe o smoo H Ceiling seismic bracing: orev;de framing era pplico red des a with seise _ 11.111 I- e'. Contrcctor's bid. closers and specaa! loos required. surface. Finish floor shall be level and fiat to within 1/8" to 10' and not exceed 3. Installation: tracing in accordance wits: •equiremerts of applicable codes and as show^ (c) HVAC equipment to include maintenance instructions ant parts i /2" from the highest point to the lowest point over the entire surface' _ en drawings. E Acjocent Property. Prior to commencement of any work, inspect list. D. Bonding: bond all new work :o old b s instructions. y thoroughly cleaning old work a ^d A. Mix and apply sealant materials ;n strict o ccordance with manufacturer' L Use ocaustical sed ou an! :rnd alf adjacent tenant spaces and property for existing signs of damage. (d) Paint, list of monufccturer ° s type, and, local supplier clean joints and surfaces free from dirt, dust, and an other contaminants affectin pipes, ducts, conduits, autets, switdnes, Record any such defects observed and document for future determination applying an approved concrete bonding agent evenly to the interfacing bond of sealant y g and formula if s br etc, or both sides of crossing /penetrating wails with !her a ,' acoustic pecial mixed. erial, mask around joints to protect adjacent IflSUl Pene nblies s of fire voted walls shall he protected by applicable III surface in accordance with manufacturer instructions for a any damage caused by the work of this contract. (e) E:ectrical equipment to include operation instructions and Prime contact surrffaa ces, install backing in joint to provide proper depth epth for sealant. - -raterate fire d assemblies. J fixture Get. App y sealant aver booking to uniform thickness in continuous betas, 5. Warranty. Provide written war-arty of not less tnan one (1) year oge st Wren ;necessary, furnish su lemental drowin s to show o :ration DIVISION 6 - WOOD AND PLASTICS fillip a!I o:nts and voids solid: su erficiai g skim beam wli not be - defects in workmen ship mateeeis and equipment. Warranty period begins FP 9 P 9 ) p paintin w [h (/ upon date of final coma et!or. anal servicing or maintenance points. Sind finished copies in Section 06200 Carpentry accepted. After application, tool surface to achieve complete adhesion and contact manual. leave surface of sealant slightly concave, upon completion, remove and dispose of I 6. 1. General: Included, but not limited to: masking materiels and clean surfaces. U Work not included: AG items marked "N.i.C. ", "By Owner" or by others." (2) Operation of Equipment: 7. Site Coordination: A. Rough carpentry inciuding any wooc studs, furring, blocking, grounds, rough frames, = (a) Lubrication: Lubricate operating equipment in strict wood curbs, bucks, nailers, backing, fixture framing, equipment supports, etc., DIVISION 8 - DOORS AND WINDOWS occordance with manufacturer's instructions. Provide oil, as detailed. f A. Lines and Levels: Maintain true alignme ^t ono levels to existing grease and other aterials anal methods equired for proper Section 08210 Wood Doors construction. All new work and patchwork to match existing lines, preparation equipment and satisfactory operation. O m levels are finishes unless otherwise noted. B. Finish carpentry to include installation of all fixtures and all associated trim 1. General: (b) Start -Up Start -up all equipment and test run for hardware and stair nosings. C 9. Existing Conditions: Verify all existing conditions and existing sufficient period to demonstrate operation and capacity of n addition, once any A. Provide &install wood doors as indicated on drawings. items to be relocated (noted on drawings). C. Standards: equipment. Adjust for proper operation prior to Owners required demolition is complete, verify that nothing interferes with acceptance. (1) Finish Carpentry- Material fabrication and /or •nstallation of work covered B. Standards: in accordance with requirements of NWMA .S.1. the proposes build -out. Deviot one rom conditions shown shall in this section shall be in conformance with the Architectural Woodwork promptly be reportec to the Architect for resolution. 3 Instruction of Owners Personnel: i nstitute AW custom rade of the arch tectural woodwork y C. Protection: ( ) ' ( ) " " 9 qualit standards ", except as modified. 8. Contractor & Subcontractor Qua ifications: A!l subcontractors engaged by (a) Operation instructions: Conduct instructional meetings for (1) Protect ail doors against dampness. Store on site in a dry, the General Contractor she: be bondable, licensed subcontractors, possess well resen per oft the floor. Doors shall not be Owners re tatives and p (2) Wood framing members: U.S. P roduct Standards (PS) - P.S. 20 ve ntilated room, stackin 9 good labor relations, and be capable of performing quality work. The Owner P and initial operation of equipment ant onal sy f sy ste to ms. for western lumber. g tom letio subject to extremes of humidity or temperature. Contractor shall reserves the right to approve or disapprove of any subcontractor. The Genera Contractor and supcontractnrs must be licensed in the state in which the provide heat in rooms where wor doors are stored during cold or work vel be performed, and Contractors obtaining permits shall have all required (b) Maintenance Instructions: Demonstrate and instruct Owner's (3) Plywood: U.S. Product Standards (P5) - PSt -74 construct an humid weather. Doors shall be retained in their tit business licenses, or other personnel in the proper maintenance of all incorporated and industrial plywood. Y permits as required 5y the building department. materials and equipment. unopened cartons until ready for installation - 9. Insurance (c) Extra Stock: Turn over extra stock and spare parts D. Work Included: D. Guarantee: (1) Furnish, install and erect all lumber, millwork, rough hardware, (1) Doors to be guaranteed by the manufacturer, agreeing specified in technical sections to Owners representative. A. Purchase and mainto n the following insurance, unless otherwise Store where directed. nails and miscellaneous materials. The work under this section to repair or replace any defective doors which directed by the mall criteria: d Owner's Occu ant Should the Owner occu ro ect rior to y ang requred foe proper ns ware, bow, cup, twist or which show Photographing of includes the necessar frmi i r th i (1) Worker's compensation and employers' liability insurance cs ) P y PY P J P of construction below n face veneers. ( requires by cry employee benefit act or Inc statutes applicobie its acceatance. insurance coverage of Contractor shall be of work of other trades, including wgllbogrd, toilet accessories, where the work is to be erformed, as oil! rrtect Contractor en canceed only after thin Y 30 continued in force until one hundred percent (100 %) final merchandising fixtures, etc 2. Products: P P acceptance of project; thl from any arc all liability under the aforementioned acts, but not ( ) de' istered mail notice to the Owner. 2. Products: A. Wood Doors: shall be of design size and type shown on drawings. less than $2,000,000. Ys re 9 4 Construct per NWMA I.S.1.1 and I.S.1.2 and WIC Section 20 for custom RECEIVED (2) Comprehensive general liability insuran (including Owner and ( ) Checklist and Close -Out Procedure• A. Framing Lumber: P,S. 20, S45, 19 percent (19 %) maximum moisture content. grade door, edge banding and face veneers shale be clear finish grade. CiTYOFTUKWtLA Contractor for future liability insurance) with following limits (1) Studs: No. 3 or better. of liability. (a) Owner to provide final punchlist to the Contractor, (2) Joists: No. 2 or better. indicating work that shall be corrected or completed. B. All wood frames and trim shall be custom grade as defined by the W.I.C. (a) Bodily injury liability, each occurrence $2,000,000 B. PI ood: unless otherwise noted detailed, or approved. pERMITCENTEp (b) Entire project shall be one hundred percent (100 %) in every 1) Concealed sheathin APA Rated, Ex osure I, unless indicated otherwise. (b) Bodily injury liability, aggregate $2,000,000 detail before final acce tonce ins ection. g- P 3, installation: P P 2) Finish panels: A/D pine face, veneer care, rotary cut, random match (c) Property damage liability, each occurrence $500,000 C. Finish Wood: (c) Submit written certification that work is one hundred 1 Transparent Finish: os shown on drawings. A. Obtain templates from hardware manufacturer and confirm type, location, (d) Property damage liability, aggregate $500,000 percent (100 %) complete and in strict accordance with plans, (2) Pointed wood: Yellow Poplar. and special requirements of hardware for each door prior to cutting. (e) Personal injury liability, aggregate $2,000,000 specifications, addenda, change orders and punchlist. Hang doors scheduled on drawings in accurate locations as indicated. Where doors are prefinished before hanging, exercise care to protect finishes (d) Provide two (2) copies each to Owner of unconditional waivers of liens D. Woods: all wood shall be sound, flat, straight, well- seasoned, thoroughly dry from damage during hanging, Such insurance shall provide for exposion and collapse coverage from all major suppliers and all subcontractors indicating and free from structural defects. Warped or twisted wood shall not be used. Hang doors to 1/8" clearance at tops and 3/8" clearance at bottom, and contractual liability coverage, and shall insure Contractor payment in full for all labor and /or materials. unless specifical,y noted for "undercuts" or other deviations i fit. against any and all claims for personal injury, including death 3. Installation Verify clearances required for carpeting. Hang pairs of doors as specified resulting therefrom and damage to the property of others arising (e) Reproducible project record documents (as- builts). with a 3/32" clearance at meeting edges. from its operations under its contract, whether such operations A. Finish Carpentry Installation: as o minimum requirement, comply with standards are performed by Contractor or by anyone directly or indirectly (1) The Contractor and the subcontractors shall maintain, for custom grade of the manual of millwork, of the Architectural Wood work Institute. B. Finish schedule specified on door occurs on both sides of door and frame employed by the Contractor. at the job site current, accurate marked --up prints unless otherwise noted or detailed. -- - indicating the as -- built" conditions of the Finish woodwork shall be smoothly dressed and machine sanded to an even, smooth 2 05.30.02 KLS PERMIT (3) Comprehensive automobile liability insurance including the representative work. At the conclusion of the job, all surface prior to erection. Finish free from open joints, hammer, and machine marks, 1 04.23.02 KLS BID j ownership, maintenance and operation of any automotive equipment such marked -up prints shall be turned over to the structural defects, and surface blemishes. Wnerever practical. conceal means of Section 08710 - Finish Hardware mum amounts: Contractor for transferal of all information to one fastening. Where surface nailing is unavoidable, neotly set nails for putty stopping. Number Date By Description master set of reproducible mylar prints of the job. Kerf backs of members more than 5" wide and 1" nominal thickness; ease all external 1. General: _ (o) Bodi injury 'ability, each person $500,000 corners. A ll t annin trim to be one sec i owned, hired, and non -owned in the following mini These mylars may not be electrostatic reproductions or 9 1 () p e up to 10' 0 ". A. Finish anal specialty hardware includes all accessories, tools, anal fasteners (b) Bodily injury liability, each occurrence $ sepia mylars. Plotted or photo wash -offs are notch grain and color piece to piece. required for hardware installation anal maintenance. Items not specifically t a. acceptable, os are originals. The Contractor shall mentioned, but necessar Sheet Talk (c) Property damage liability, each occurrence $500,000 y to complete the work, shall be furnished - SPECIFICATICWS sign the master set attesting to the accuracy of the 8. All millwork shall be backprimed Ond protected against dampness. matching in quality anal finish of specified items in similar locations. Such insurance shall insure against any and all claims for bodily instarled work as shown on this set. The General ` injury, including death resulting therefrom and damage to the s � Cant actor shall provide and pay for the set of mylar C. All finish materials shall be on -site for o minimum of 48 hours to allow them B. Qualifications: Contractor is responsible for the proper application and d� 0 I property of others arising from its operations under its contract reproducibles of the contract drawings. Sepias are n fit of all finish anal specialty hardware in locations as indicated on drowin acceptable. to be preconditioned g with Owner, whether such operations are performed by Contractor or os specified. Coordinate dimensions between hardware items where opt or by anyone directly or indirectly employed by the Contractor. f Com letel si led off D. All wood surfaces to be set against masonry anal /or concealed after erection the installation of any items affects the operation or installation of another item. Or - p , O P y g permit inspection reports. shalt be given a heavy coat of sealer.`�0 (4) Builder's risk completed value form affording "all risks of C• Codes: materials and work shall conform to the governing building code. (g) Certificate of occupancy issued local building In case of conflict between these specifications, the reference 0 physical loss or damage" on its work in the premises gs it authorities. Original left with stoto E. All wood framing in contact with concrete to be pressure treated. re, forward copy io specifications, and the building code, the more stringent shall govern, $cab NA related to the building in which the premises are located, Homing Owner. the interests of General Contractor and all Subcontractors as their respective interests may appear, within a radius of 100' of Section 06240 Plastic Laminate: b. Fire rated openings: provide hardware for fire -rated openings in Designed KLS Otdsn KL5 j (h) Mechonicdl balance reports by independent agent. compliance with requirements of NFPA 80. Date Checked KLS the premises. Amount of insurance shall equal one hundred percent (100%) of the replacement cost. 1. general: This requirement takes precedence over other requirements for such hardware. (i) Signed guarantees stating that the work under guarantee was Approved By KLS Job Number 2000 12 (5) All such insurance policies required shall include Owner, its installed in accordance with the contract documents, and A. famish all necessary materials, lobo and equipment fax the complete installation of laminated plastic as E. Keyng: Architect, its General Contractor, & Subcontractors as additional that the work will be free from defects in workmanship and shown on the drawings and specified herein. (1) Contractor must turn over all construction keys to the Owner Insureds: Except workers compensation insurance, which shall materials for o minimum of one year (specify time frame), at the completion of the' work. Sheet Numttd contain an endorsement waiving all rights of subrogation against and that all defects will be promptly repaired without 2. Products: 2 3 All Two keys cylinders for shall b l ock ke yed and individu mas keys y a nd s shall sterkeye be furn f ished _' e ach � I the mall, its Architect, its General Contractor, and additional cost to the Owner. (��. I` Subcontractors. Certificates of insurance shall provide that no A. General Purpose Grade: Brand as specified on drawings, nominal thickness 0.050 fa application where and delivered to Owner. The keys shall be new and the locks they control such insurance coverage shall be canceled or allowed to expire specified on drawings and as required fa both vertical and horizontal locations. Colors as specified on shall not hove been used by the contractor during construction. until at least thirty (30) days prior to written notice to the drawings. Owner and landlord. Note: Adhesive fa laminated lastic, refer to SP101 P specification section 09990. • r t _ r s er St ■ • mar ea ere erred:: aWratrc v roomer_. emote tow set eeere. outgo nee Wrest +taste r ne : leffteo ere Sear MX - AtetiArf Cabe Cabe risbekaArw or A .:rxar9 i:twts !f - - 1 C flew fi 71w ieseatstee wed wevpe� w en *r Motes sxs/ erpsau ^wr apatse rrex tmentemots wr ono* :Thew es "lik en, tree es fen floret are pea ere abe • tteoroe w s Gem t(e) Y k of ieaaaMie aloe a efrreirrgyna d aeon s Deena mere troths . w ore S:11 ears ; ones 1*r" wtmteomr,ti ere wpm* wpm* ratter e* *on cane sL4*em. sew a alMnne. , J , Osten e e se* end poen ore Mar Sallies Ilissobwilibb IOW" soot tc ^�e svpeTx sdesrf a arar set sr f�rosf+s A esteem to mall will we • s mosoenos ss esters tp .feet ne w�eee eiel ee a .ant s sees senates oaetdsng a tare +eebw pwe `atoms4� s0 e•nsr "'e A atirseear l.�r� * V * saesowee awe" p! rte. keith ! 7e aeon woes r wont test!: n ore vm abwa ao we gentles it wane w snow zee fasts So ter V Jdree abet a t ors* '.v ogee mere f we weiree net gyp UM home 6V6,.: .tewete ore own few fss ere- ri *mop i T eerie *wee *wee Acect+a+arn at bop or es nee Wand wee* sores le sMwtaere p 4t s a � ere lee ere aoale5 dames and Atenirea� rnetaAsrrrwrs� bore coat 719 TS 61st IEd GS avb we erase' owe a ..r. s a+awae ; • e !Ms arw«r, It Wu ate saaerwrw AS!te C - l* WW1 Its Polo s liglitor Beres Mr 9atesien tint be ended n sew xarc ,re .-+ - a'ulecswr erne. csol cos Silo -29 �fRlet ► 98 :G3 ate .'vC 9eat " >: '�aa! pee Oa!rnrt; y r fia o *err' ; adraaeC M wee ASV te-tli" starer ewrrrraewre preface fe eeelrem.. at .sate •)( Coen sell Caw tit abets ore WOOS* sal :a sal Genre. � 2 9 � 7. r� t9 p 7 6 ! f• '' x G caw set�aris' 3: rhea nice* a the plates a LUV- L7�.4496 t C iNelet aetei how ors ell II few c eves v Rowse eA *e m of arse edges sea be este* betty resew to terse fetters it r+aA 9m St y to odes. colkome. mope �"'r! *wet m fora sews s soertesls few elr it pees t 5) , y ,� ac e�eeeris. stet ao mode b pb f aeb�rra.s .ere re - ;`s Qt4 tell �r e ase LIMN) kta0r noes 2 - noes vRvU alaci wore ZPeodsamc A F !meter. etwou two atones Fern* tae e weeafeety meow raise oat for an e 9 dimereent Resew admen woe* her ee loot of tee WWI oarpretr seGosa+ate d shetwes for fetnraatd seas* priancts ;'T Crvera 374.7 ea leer oe r'E+e r; d p �seT wore p19 • aerC.rret Wipes ewer b00e" , tem. me :zero n e ra'ser e g :s:.:•ana • wan s rM r cu e ere a ipes ore as moire* r"- ter it ;DP 1182901 tip tot noose we ran '2 3 set P de claws oast Me. p3 Were revs ea se,-......:- c* 9o4es ssypt mete tits A As Warne n mien adrneet a Mr +qs Owe *pee *pee meets QS 6sra iw ' wilco. poops otye 'es�w4s feet x acrd y F6 at ores era nine ewe !set tr tr ope TO Ps" Caetrader sell Wee mooed Woes faro mope ire* caper sage naSegs roe edge at =pet es owed cod a thwiaion b ease four c eenee t one wanes a per a atss,•sactssor "f rtar"rne/07eOFS (2 F, ere Q�'te 3Gfe' cow Wawa iaala b1 apple; We 'l7lrasr ., err: =rode* t 5 awes Sawa betweer `'; -re -re f� addR' -•Cold .rq • scowl* W Met wine r} La lliew �r�... 1 moo* wed be setwey *wore to s�lMt 2. PkOdie[!t n "' � TK ` rs4 repay -rqx s tee 'nee I s r• .y e!rr'E Noe 'wee ire De seneortre *fecal tone wove wove ores owned not to ew •`x' 4 �t' en Weer 0i k '..e•. !tetCP,s ear aft tebeeteo � eat free tee pee of flow 10 7 t w tee D "•��°•°1► lb) .xc>aec, caw! raoef"+s tole°= per ' xrK compare taros sat k *Wed papaericoAarr c re* wars cell emcee at 16 noses a+ teeter tilt fees deems nabs otherwise 0 tote oompleteae el Me AVOW., neon al were meaeruss, ;oars one eni0essrt. A *we A/earre Comore* Comore* eon eon g2 wee wee dticsaee is ms. IL Sr c rc b slitters aced eyed Mepnae for WIS Pees oq tee Purer to fine obpptebpe tnorwq =f nom" tree azure fear ar!oce wisq oasefnerdee rotrraee having decraAte inn tn. re sepheint 1 -SeC 647 -1253 pfS1FJNED c , ,,e11, (cad; coot restkigew aye type tocevg aveoess'G ewers fewe9 owners tong ^x;o nips J Room spas a r r nE ARW?EC' er pete or other u4glentertcy swot men os at obstrwdiena to mentor Wet ewer, Preside fate War ere typing dreary to members s emepttlt Aotic coOect .ter" acts. p9et" tic Spicy sty re. 4) Prostate protection methods sell motor* PIM cent men teed et e .teat deteriorates a 1 eeatratiaec F. we stets v braces as retried d wing loggias. soffits a �contw►ra,s etas inpasfaie to rob* hewers plumb b suaperesa semen. Woe of tees of arpstaNid xmpktian.� _ arm C Ferri* not a T Sect* 09100 - Meta Support Spews C S t G. feria r wean rumen to Inners 4r ac. and not mot o fin r +crone ands. few (nor more era t/ii' 11-e) A Omsk seta poet a we Went* bete seam doe o. tg dy. 1. Gawet r S boozes feslded d T6 ivdetf an oentc tinat be shit : ell to the reran rimers r. so0dle hen at erg s_•sde f Wt. -stew -mows taut to 7"merit 6spte- ar svt eats cod News sleet or be binYrsd a her t E Yoinfersanoe iaprx'.i°ns s �'Arr OF tsti4ieGrt7r� t t ?6 gage is ore ulrfeeP err .r comet a Bare note wines t SererraaY Q Prone addtene hangers as mein d t %toe nonce. (1) F M ddrctp a Ike fnq lronrralz F_ see vsafocture s recommended carpet eriactae and together A Section hoed. not mote trot manes at junction of fren Ufa hoe arrsd oretseas toggle bats a toad avers a^ Painting instruction to areas maintenance ewes a+ wen core san era ceding sat err ate *Wes Swore to teens r wit IC ore on 4 Tar woes Snide malaria bufe tern* n we Sect* 09900 - g & Won Meta lot" seeped erring deovees sent be spaced not to .speed 24 inches an center .et+odey or lerecntatlly are anelktion. tete art di cornett testae ewe (oat more char ler n ,e-ere D. Cleo- u0 ay acne adhesive Of toeniecttd ptos`ic fineir eeing Provide t gntJage moll brewing fa ceangs. tan s ^ A ate we `srirg epee sear r learree re sttodrK with. c >D eserwe cdnalle stub eels a Odeeae -bite^ fdsttrers dstrrtS sled De spaced not to weed 24 itches cr amtr F. 4,t ponds amen* as reefed to fit an- sloedaa rid g apteigs GtiMret tnasered to !verve {red ro'�• =_ sta99aec m aDDosite Ern maoloctrews eecomeneenled Went Tres an rotes to deeck =a ft 6 Finned Sectitsts Far flarh9ts spices seas be prodded by nesting thorn* not zero tear 8 itches one endearing e!h tic damage a discalwauore pro to deo- -a: d od+esee geyser rxt:xxaR see 092 Far a wns* reeorbes ear acoustical A pesogt;m: (2) seas a et tbdrige Ftrrtg Wares fed be shimmed m reQnirod to prcride c pherhb fnahed .o :mat hoe Section 09650 Reined fioortg if reputed m :ten pant fint. fa puking are other sntraces as screamed m drd�rgs No poi' fees fee 09250- Far rowel ttetwae rugs sex C'21Q Genera: sent g oorErptet y fetish. cuing ties and .tees arced. be rneaar6st rcetene. specified hereto. Pont goes and Qdhrsers to mate adjacent surfaces * seeding s r ee ' or C. Substautiaet Subs iste predicts ii x causderee meet the terms sat aerators Setetian 01600. OtlAS10fe S rle9ES Provide vnyl mmpor file rtyf sheet flooring. tindewn tit; a Moue street flooring and rubber bone ihlAotec oiling f n9 f OfM90Al 10 - SPEGAL;tES 12 Wordy Asseaeoe Section 0925+ - G pxrr Dry a- ad *ter Sherds os indicated an bksmgs B. Sta rare n Sector '0520 - Fee Extiennrs age dry, dear. ea ventioted areas e a *roe to prevent damage a fie, and a dosed ewer - A Monde tderaeces Rastas hank) kA rated ern accred to =farm w:• the t. Gaxro: Mnnternce materiel in °dation to materials oar ett Remove empty wearers and point soled a d r from the site a the e of tact de work 1. Genes fafoeng aeoeap t°kraeas maned completion of the torte. l,ymdr me (1) rd far r cgs j s w each 5,000 square feet intac one (1) box tie and bolo (12) Ina s' feet hose fa each odor iWated C `rni onmenid Conducts apply no pant n rain, fog, or mat w err the terrperatiee is betas 45 F. Ensure H and ^ as 1/8' i B paten^ framing Puree ere erase wee, plus w nines 1/4 -tech of emu.. locations A educes necesser eateries, labor ma accessories fa the insldbtim of proper erection doing ce interior pat•t+ug k Provide on ^dal fie amihqusrs krd e*iets as tn6cated x i gypsum Oleo 'a sac framing Products C Cities earner Leval weer 1/E rcn c 10 feet and erecter sc that aetectier of any comment does not . show the =teat doctrneitS tCT: mnn bawmgs an as expend 5y code Pre- to rtstalaton of :mrtts exec. '/360 of its seer after tntalerti a of d firish materials and ar more, hrk 11' r 12" rerweial wade oar wwfoc ; :re as indicated m drawees 0. Halloos ensre that harde ww $ removed before f is started and r red ore wv t epreyrr Comply ghee: vim odor one rinpnufaature as indicate. ., tr Dfof a+e y e^ p0" fn are tie exligrahe. the Cc/erecter eerie! ',actions Wee the 13 Ddnery, rfkrtlt g r e Storage ehply rith he fdior ^; stareaarcs r grade- Cdr and rnanutaturer as egiicated m ore there dry Fitting, ' r wfrn Q 'u' a 2 mm thick commerce grade_ sectians 0. Linde m Meet: minti � ' m and reinstdldtpr of fetish hardware s lyeC :frpd n firer carpentry and gowning cutha�es B (1) am C36 -64A, specifitober fa gypsum we bond trowres even cos 11 s 17' a 2 Products Linoleum tit rermem it ce 3mrr, thine, mnerdd wade Cake and mmufoctvee as E Coots: the number of coats !paife d a the minirum number occeptable. if hat, roge o not Wee- e A Denney and re mat Hendee. At m er rho be delivered to the job site O ihet w n e ewer* d id its. canto or (2) AST spec oyyy -alt no ate; caste-such Doers as ore necesarr to produce the A Extinguatrez i .. ceded tort. ?en ('; pound capacity. warned b very Store •-sautes in a place pea ? Y C475 -61, specifcoti°n fa ;ant treat t treatment maelots ice wee war board indicated m drawee wee the sired number of coats ) F coking era action ham domacye arc aposre ;o ;he dime +ts t E Rubber ease requ red fnir , as awe* by the Owrr. stud c°nfatw rte yessre intrC°tsry gouge. for dry A. B. ,• coma*, shag bee *+an fati,o ne fi s Wand orate_ Oe:nogea or deteriorated materials shat ed on ! be rejecte (3) ASTY C5 <9, sperifieafron far the application and fnshing of 9yPs+TTt watt hood and C few. rerhored from the job site 1 A minimum. of 0.080" thick top set heighht as shyer w finer 9ptnedrrle F. Nonienance Yateds n melon to materials requred for cornet* of the wor furnsh one (1) gallon 0 2 Cc tree to be used a aanxfele and tie Mss sash can and for ea erne one t (1) goat of each can and/or ffetish tree Installation: Installation: Om: 2. I }oduc C Store materiels a sate ands e cov and keep then dry and protectec kigar st damage from waterer, const•uction m /w material of fr:r equi f traffic and other causes *eel stock 91psum boards flat to prevent SQgg^g other s daces. Deriver to Owner. to ar;ce to aceptm of of the work and store where directed. F. Printers adhesises chat sealers .ate resatmt types made or recommended by the leering mnanufaUre far A Issue tenets ar wee reonrried hocks as indicates, at ecatans 21 nattier: the conditions of the Intention. G. Protection protect Ana end and al adpant surfoces from point shears, spatters, or droppings use drop cotes oar natty ''dung to friar ;•'fades eceeet ee- err ee l, 2. Proce cis: Installation: to protect flows- Cora factures and rernene hadeore not to be pointed. Mask of' areas were required iwree reputed, err applytrq gyps.• ere nowt to conceded surfaces A Metre Studs: Deanne; ;ype formed Oar- e p x m 25 gage ote'e ere mere, yield of j3, 000 psi. conform,; A Instill dl floor costing motefrids r strict conformance with monufattre s ' nstructions instil eh by cemtng of cabinet. Place fully charged .ti gu sties s eetbtrets prior to AST C645 w A446, Goode A_ StuCS she designed to receive self-towel screws a shate how p cheat A Gerson wall board: tiered edge sheet conforming to ASTM C36, 5/8' thickness triers noted otherwise apenieg i webs tc facilitate pipe are coleus. -stt+retiar. Size of studs tc be es indicctec r tee drawees. Use type "IN/R,' conforming to ASTM C38, e- we required by code and of d toilet rooms and behind all oe- drect!y to =uDStrate unless othenae specified or tn6eatod 2. of to ottupmcy. Provde c tote of a spemeris (8), . radon re ere *term ^ea b y Architect c !omit tie and masonry ranee, unless notes otherwise. B. Fna w hing e cleaning A. Except as otherwise speecified twain, e n t s d O ly approved by the Architect melee the foo men oring u - Provide standard dotes acessxes, suer as ,ov and kudtng rurrers tastents not 'he lie, o' som `•aturer (1) Protect e ma floors from etfltr rg !cods for forty eight (48) hours after tnitd installation. installation. installation. xcept comdy rte cifie r or : as stud, as required to maze cumoete and o•opr i istat °tior. Runners ( tracks) she: be a onnd type of some gage (2) hind maintenance oftr intalatiore B. „Dint reinforcing tape. odh.ive, ana meta comer reinfacesnert: standard products recommended by the as scheduled for studs aed be sized for friction fit to studs. "op ;rode wee set into relieving donne, see, .eve mar of the gypsum eau used it board d the work. (c Sweep a vacuum floor thoroughly- (1) Orywdi Surfaces d SofAts Primers: Prtn 2 i (( b Damp mop. exefd!y remove stains, maks, etc ch long legs f C. Fosterers: sdf- trileg, self - tapping, countersunk huge hear drywall screws, 'or attachment of wallboar to (c) Apply two (2) coats of floor parch" Glidden -- PVA prim 5019 C. Stuns and r vas shat Weis manufatve s stardo d zr c protective coating a be dikx .coned from garvan zed steel. rood studs. C Mbrkmanshp: Devoe Vine Pigmented Primer Shaer 9014 C. Reieving chmnes mall ore 'armed from mine ? t6 gage steel meeting the requirements of AS1M A570 with a (I) Apply smooth mastic when surfaes or substrate to which the resiient materials a to be applied show More - Moore's Quick try , fine Sec me mum yield of 3,000 ps; nor ^�s Moe be unpundrtd type. D. 6eadex ,rim a specified as a stancerc for approve. Provide galvanized steel laminated with paper trim voids a unevenness Unaeaymen, shill be compote ive for base shall be weteaoof t not Pratt & ...amber! P & _ Vapez orb!. Prier E Carling and Soffit Framing: Provce tee idlanrg materials for -sting and soffit framing: r 9ned for concedes mete and for application witnai mrchanicat fastenng. Use Beadex 'No. 3-'' for per ( soluble n water) as recommended by the flooring Sewer -*earns - S & W Professix n„oatings Ok.tsi„e toners. Provide right angle trim with pope surface to receive cement. Use Beodex No B -4' for manufacturer. Pittsburgh (PPG) - PPG Quick Geeing Emulsion Seder 1. Cold ratted echarne Cold relied stew channels not !ass :nor^ 1 6 gage; sizes as teficoted or as eequired. exposed edges- Provide shaped trim with paper surface to receive cement: size to suit wolf board thic ass. (3) Set base in longest available lengths wife, eo pieces less the It long except on surfaces less thee '2' on schedule. Fn permitted. Cut trim 2" "Hot' reared furrec channels: Rolled hat moped chorines, minimum 25 a conforming with requirements of manufacturer beg. Form in-comers and out- comers in place from lengths as tong as practical n acordance wit" (2) Dr gage; 5 cQr+ yrrni Surfaces and Soffits- 2nd d 3rd a tits: /� AMU C6 7 8 :n n e with ' E. Far edges abutting dissimilar materials Beadex 'Prenesk -4.' or approved. Provide L repeat tom elm 's instdlatim instructions. No preformed in and at comes will be i Feist, coat: use frier, as rated I / cep / ere hemmer ed ges poor surface to receive cement and factory cipdiere masking size to suit rot board thickness. ond but pints accurately and tightly against abutting work. 3. Tie wire: Govo ann.,. st zed anneel wire. net less than 16 goge Sectror 09690 - Carpeting (3) Veneer Plaster 4. Hongrs: Galvanized onnea +ell steel woe. gores le accordance with SAC for weight and area of support. F. For control 'pints: L.S. Gypsum "No- 093" or approved. Provide roll -famed zinc trier with tone- protected General (a) rime area using procedure A -1. _ 1/4" apennq 7/18' Deep. A. Sect* Induces b; Frisn tact use finish as noted on schedule. Q i F. Zee' shaped Furring C Mateo, Channels: Furring aannes shalt be "zee' apes, ? .rich by 2 a inch remind by 1 in in size; i) Prep ti: tile n surfaces to re ca floor °) One coat wood primer. carpet. (4) Panted Woodwork 0 channels shall be formed from 14 gage e stet. 3. Installation. 1 C ) apee and Accessories on floor rpet. p A. Install wall studs at 16" o.c. unless noted otherwise. 3 Accessories. r. G. Screws: roducts of, a as recamme dell by ,he stud manufacture Rdote° Sections ib) Two finish coats: use finish as noted w schedule 1. Studs -to- runners: 3/8" tree Type S par Read. B. Install ceiling supports at 24" o.c., unless noted otherwise. (1) Refer to General and Supplementary CaMtions for additional information regarding entire carpet Stained roadwork: � , 2. Furring chann,eis to studs: 3/8 inch Type S 12 Pon Hera. thstallaton. (5) H 3. Furring channels ana other meta! members '.o steuctere studs: 3/8 inch TEK Teee screws" C. InsttA tarring channels at 2 <" ac. perpendicular to the main supports. B. Delivery. (a) Stain as noted on finish schedule. 1--- ( C r etirg sea!! be delivered to the job site H. Accessories: Provide of irci°er a, and accessory materials squires 'a erector of framing systems. .dulling onctors D. Install wall board n maxim ,n panels At fire reed walls ono ceilings, attach to framing per drawing it original boxes with eat`' box having it's register :umber properly attached, dearly marked as to size dye a., quantity, one material. (b) Seat with An system y b semi glass cater. lacquer, premium wade. 35 to 45% degree fasteners and cps as required 5y eferenceg AS A+ standards. detols- F!sewnere (tpica!ly), attach to wet framing members with long edges vertical, using 1 -1/2" long (2) Material shop be stored a on enclosed one cry area protected from damage and soling. sheen shdi be acCept�le. Sutxnit sample to Tenant's Architect for wine prrpr to se err f asteners a maximum o 2' o.c. r the find and 8" o.c. or the edges over framing members. Support commencement of work. I. Powder Joyce eastenos: Low ve!octy arrive pins: Ramset Fastening Systems '1500 Seems Drive Pin Fasteners': ate edges with framing or blocking. Attach to ceiling and soffits with gong edges perpendicular to supports: C. Protection Conditions: minimum 9/64 inch diameter shank: meth o` pi- shad provide minimum 1 -1/4 inch penetration it concrete or greater poseen ends over supports and stagger in adjacent rows, use 1 -1/2" long screws at 12' ec. in the Add and 8" (1) Floorcoverin in stallation contractor shall visit the site and be r (6) Miscellaneous meld surfaes (all miscellaneous ferrous metal, hallow metal sows and frames): as detaled. Hilti, Inc. - Del Medium Duty Pins" are or approved equal. o.c. along edges supported on framing members. g responsible fa dl measurements one job i conditions. (o) On shop applied primer: touch up marks, scratches and abraded spots with primer to math Le] (2) Before submittng bid, subcontractor material suppliers examine drawings, these specifications, existing original a with a prime made by the manufacturer of the paint used 'or subsequent coats Contacts shat! a-ovide and locate access panels as required after :nstallation of mechanical ducts, plumbing, building and conditions. If existing vinyl tie, wood, terrazzo, carpet, a the existing floor finishes or (b) On all ferrous meta! not shop primed (except gdwr'zet ire and stet:;: One cant of print E 2.2 Specie! Features: and electricol work, fee rated if required. materials ore not specified to be removed, ! .t the opinion of the subcontractor and motet suppliers suppliers is that made by the manufacturer of pant used for subsequent coats. Lee, . A. reovol is necessary, the subcontractor shall notify Architect of these conditions in writing and request further (c) Second coat as noted on finish schedule. m Wall Anchor Strips: Custom fabricated channei shapea strip for support of wall -hung cabinets and equipment, fabricate F. Provide blocking behind all signs, fixtures, etc., instructions If, in the opinion of t he subconracta c• c material , where indicatec or required. I from steel to mater other framing; not less tea m 18 -gage cterial; cut flanges as necessary for passage over earning suppliers it i necessary t apply floor 3. Installation, primers or sealers rs to new or existing substrates where c prim or sealer has not been specified, the members. Drill pilot G. Extern° an soffit earning holes for self - topping sheet meta: screws. Provide in wall or partitior framing system wherever wall- g to structure above. diagonally brace as necessary or required. subcontractor shall notify Architect o; these conditions in writing and request further instructions A. Condition of Surfaces: all surfaces to receive paint shall be clean, any, smooth, and dust free before F- hung cabinets and equipment are indicetetl an drawings and where requires for mounting of miscellaneous items requiring etpplieotian of any material. Prepare surfaces as follows: - backing. Section 09300 Tie D. Warranty. (1) Woad sand, smooth, and remove dust. FA open joints, cracks, oat hides one other pits or depressions Li) Cil (1) Manufacturers Warranty: Face fiber will rot wear more than 15 percent within 15 years, and carpet shill flush and smooth with p utty o f wood dough otter priming. Cola putty to match frisk paint coat. Up B. Jack Studs: 'Provide studs betweer bottom track ana window arc cr relite sills, betweer intels and headers and top track, 1 ' " erne 01. carry a 3 yea manufacturers a tar's or or Touch -up knots sop streaks with shellac the approved seder before priming. ond elsewhere as required for support of attechec materials and equipment' A. Section Induces: (2) Floor Covering Installotlor Contreractors Warranty. Selmer a certificate guaranteeing the installation to be (2) Concrete and Masonry remove all foreign matter, efflorescence and encrustations. use a stiff feet C. Blocking: Provide otockrq in framing +or all we mounted finish hardware and equipment, ndud'rg doe stops. 1) Goma quarry tile. hie of defect in workmanship for of a a of one veer. The certificate shall induce the following brush m to remove loose particles. Flt all depressions and remove al! fins and projections not nherent in � 2) Unglazed quarry tile. statement: Installer shall at his/her awe expo se and upon written notice from the Owner or his/her the base matted. .presentative, promptly correct/replace any ark all improper wok and material that may become apparent 3 Ferrous Metal: remove all foreign matter both -up abrasions with ferrous metal primer. 2.3 Related Mate tats within one year after the date of Substantial' Completion. This warranty shall be in addition to and not a ( 4) Galvanized Meta!: remove all foreign matter and dew entire surface with mineral spirits. Pre -treat B. Extra Materials: Furnish not less than five percent of total product installed maintenance stock for each type, limitation of other rights the owner may hue against the contractor under the contract documents with phosphoric acid etch ur vnyl wash Apply primer t pits the some day as pre treatment is applied. A. Insulation: Insulation for closing of metal deck flutes above all interior partitions and between receiving channel and top C. odor, pattern, and site of tie product installed. 3 Submit cttificotes in accordance with :kneed s d and Supplementary Condition (5) Gypsum Board: remove all foreign matter. Fit all pits flush and smooth with spackle, runner where partitions extend to metal deck shall be D S.G. 'Themiafiber Safing Insulation ", having a minimum density of 4; Antimicrobial shall be warranted to be minimum 95.5% effective for the lifetime of the carpet. 4 pounds per cubic foot- 1. Products: B. Acoustical Sealant Tape: Acoustical sealant ;ape for underside of floc runner tracks os herein specified shall be Nortor A. Colors, Textures, and Patterns, Tee Grout, and Other Products: Maid caters indicated or as scheduled on E. Overage Material: Provide overage of 5% of five square yards (whichever is greater) of each carpet used by product, coca. etc. B. Priming: (i) Norseoi Acoustical Sealant V-738", Nashua Corporation " Acoustical Tape ", a approved aqua 'ape to be 1 inch ores by drawings Installation costs wie be based on installed carpet and wit! not ineudf the overage carpet. Provide owners (1) Woos: before installation, prime and back prime ah items partially or completely concealed in the 1/4 inch thick. B. Unglazea Quarry file Square edged flat tile: representative with floor layout plan, coded by area, designating the location of each dye lot /run number style finish work. Use factory mixed primer. Foe a wood having a stained transparent finish, use 4 lb. cut 3.4 11 Marefact rry tit Per finish schedule. and or top, bottoms left or right sides if carpet tile. The required overage should be provided for each of the shellac. 3. Executive: � Slip resistan per ADA code for stair treads and for floes. aforementioned possble variations that apply and should be delivered in identified manufacturer's packaging (2) Gypsum Wail Board or Plaster Board: prime an new board. with area codes corresponding to those indicated on floor layout pion. 3 Golwn red Metal: come all surfaces except where to be embedded in concrete, masonry, or roofing; C. Glazed Quarry Tle: Squared -edged flat tile. allow to dry before installation. 3.1 Inspection. ( Manufacturer: Per finish schedule. Products C. Painting: 2) Trim units: Match color and finish of adacrt flat tee: A. Carpet is Furnished by CC. (1) Apply material evenly, tree from sags, runs, taws, holidays, or directs. Mix to proper consistency A. Examine supporting structure and conditions under write studs wi'i be installed. o. Shapes and sizes: Manufacturers standard, as indicated; coordinated with indicated size and (1) Carpet specifications per finish schedule. Brush out smooth, leaving minimum of brush marks, enamel, and varnish uniformly applied. B. Correct conditions detrimental to proper installation b. coursing Qi adjacent fiat iii., where appiicabie: 2 „ u...t u• bourses, uirl, W o pe 1) Bulinose. t Apply p > uy. C. Installation constitutes acceptance of responsibility for performance. B. Accessories: 3 Allow each coat to thoroughly dry before succeeding coat application for oil paints 4 Trish all four 4) edges of dons with the some number and kind pf coatings as D. Portland Cement Mortar Installation Materials: ANSI A108.1. (1) Subfloor sealers filers, primers, and adhesives shill be those which ore approved by the manufacture of the ( 9 g sdirected. ed for then mom 1 Metal lath: Diamond mesh. ASTM C 847: carpet. surfaces. Where opening into rooms having different finishes, finer' door edges as direc 3.2 Installation of Interior Partition Studs: ) (2) Vinyl Moldings: Where carpeting terminates at other tens of floor fnishes provide carpet e carpe transition reduce (5) Gypsum kb Board or Plaster 9oard: ceilings to be painted with latex product specitcdty a. Interior applications: Uncoated steel sheet painted after lath fabrication, or zinc - coated manufactured or prepared for the material and surfaces; RECEIVED es p (galvanized) steel sheet. of thickness to match carpet and adjacent materiel color as selected by owner's representative. Parrett P fp prime coat one two (2) finish coats, fie' CITY OF TUKWILA A. Genial: Installation of interior drtition studs stroll be in accedence with SAC, ASTM C754 and as specified herein. manufacturer's ore: Mice, Nora, and Rapper. (6) Gypsum Wall Board or Plaster Board: o wale surfaces not concealed by fixtures to be pointed wit+ an b. Exterior applications: Zinc- coated (galvanized) sled sheet. S 3 Resilient Base: See section 09650, Resilient Flowing. alkyd paint product; prime coat and two (2) finish coals, eggshell. B. Runner Tracks: Sec Floor and ceiling runner trades shall aligned ko the partition layout. Strafe tracks as recommended by c. Weight: 14 pounds qtr square yard. inches on center and within 2 inches on ends. Provide (7) Wo od anted point with one 1 coot enamel undercoats; steed coot: er, fastener spacing not to exceed 24 V) Miscellaneous Materials: As recommended by manufacturer of modular carpet and selected by installer to O (painted), Pa O split coot of enema the stud manufacture, fasteners at all cants one ends of runner tracks. ell 24 shall be spaced a min mum of 3 inches from the edge of E Orgwic Adhesive: ANSI A136.1 for Type l and Tpe II, as each applies to the indicated installation. meet project circumstances and requirements Al strippers required foe the effective removal of old adhesives undercewter and semi -gloss enamel; third coat: semi -glass shoed. NEoii4 C;; ei t slob or comer. from subfloor or other surfaces most be environmentally friendly, product no V.O.C.'s exceeding by federal (8) Wood (transparent finish): to match Architect's sample. F. Sand - Portland Cement Grout: ANSI A108.10. test standards and should be of th• organic type. (i.e. de- sole Orange -it by O Sol). 9) Ferrous metals: first coot zinc chromate (only if shop primed); second and third coots semi - g■oss Secure bottom tracks to concrete wife powder -- driven fasteners. enamel C. G. Edge strips; brass with 1/8 inch wide exposed edge, and means for searing strip to substrate. C. Special Note: (11) Upon completion, remove all rubbish caused by this trade: spots from floors, gloss, and other surfoces. D. At metal deck and at bottom of beams, top track shall be placed within relieving channels. Top track shall not be (1) Prior to ordering products, verify that curing compounds, etc. used on concrete substrate by others are Leave premises in a clean and orderly condition. j secured to relieving channels: allow to a minimum of 1/2 inch movement. Space above top track shall be filled with sating H. Filler for Tie: Proprietary compound designed for filing unglazed tile to proven' stoning. compotble with primers and carpet adhesive specified in this section. insulctior of rated portitions as previously specified. Relieving channels shall be secured to metal deck wee self- topping (1) Ceramasea! Sion -8 Section 09986 Sanitary Wall Covering Panels 2 - screws spaced not to exceed 24 inches on center. Mireseal Porous Plus Installation A. Execution: 1. General: E. Where partitions are parallel to steel beams, attach "zee" shaped furring channel to beam .sing powder driven fasteners. I. Tile Cleaner: Product specifically acceptable to tile manufacturer and grout manufacturer for application (1) Inspect new and existing substrates. Verify suitability of substrates to accept carpet installation. Beginning Rel ieving channels shall be secured to "zee" shaped furring channel with self- topping screws, spaced not to exceed 24 inches indicated and os recommended by Neonate Tie Promotion Federation of Ceramic The Institute. installation in any given ore° means acceptance of all surfaces and conditions affecting the work of this area A. Furnish all necessary materials, labor, and equipment for the complete application of sanitary fiberglass wall by the floor covering installation contractor. panels, trim, and installation accessor ies. or center insulation at rated partitions as previously specified. Relieving channels shall be secured to metal deck with self - tapping screws spaced not to exceed 24 inches on center. 3. Installation: (2) Where primers/seaters are used, their campatibeity with adhesive shall be verified prior to starting work. F. Prior to attachment of floor runner tracks of partitions scheduled to receive sound insulation, apply two (7) continuous strips A Tile Installation Standard: ANSI A108 sties, fa setting and grouting materials listed. B. Preparation: 2. Products: 2 05.30.02 KLS PERMR (1) Perform all substrate preparation procedures in strict accordance with carpet and adhesive Manufacturers A. Kemlite brand Glasbord -P, product a BES370PL, or approved equal. See Finish Schedule for color. 1 04.2102 KLS BID of specified sealant tape to bottom side of track Strips shall be placed on outside edges. B. lestaNalnur Methods Comply with TCA "Handbook for Ceramic applications •.commendations. B. Trim: PVC extrusions, match peel color. Number Date By pesceiption indicated. (2) Surfaces to receive carpel must be free of dirt, solvents, oil, grease, paint, plaster, moisture, and other G. Studs: Set studs vertically in runners, spaced not to exceed 16 lnrhes on center, unless otherwise indicated on the drawings. substances detrimental to 1. Provide manufactures standard jot (" ) prape performance of adhesive and carpet. edge, panel joint H' , inside and outside corner trim. Use full length studs between runner tracks, cut 1/2 inch short of total height when partitions run full height and separate C. Edge Strips: Install where indicated and where exposed edge of tile meets other finishes flush with top of tie. (3) Concrete Surfaces: C. Fasteners: Nylon drive rivets; match color of panels. relieving channels are used. Friction fit studs to runner tracks by positioning and rotating into place. Provide positive attachment Interior Floor ln Bed: installation. schedu D (a) Verify that moisture and alkalinity conditions of the concrete slabs are occeptoble before bebeginning 0. A on dhesives led substrates and Sealers: Provde products reconmended specifically by manufacture of wall coven foe use Sheet Title ng wd certified to be mldew resistant anef inhbitive to befit° growth g n 1 S to runner toads to studs !mated at partitive tamers and ntesections mid adjacent to openings using 3/8 inch se . , t topping Tie: Unglazed quarry. b Check to ensure there is t no dusting. screws on both stud Aanges. All remaining studs shall be crimped into plat both top and bottom. H compensating flex track �25 Installation method: (c) Grind down ridges or high spots. Fit low spots. - -- - -- is used at head, all studs shall be secured with screws along top using 3/8 inch self- topping screws on both stud flanges. a. Concrete or plywood subflow: TCA F116. (4) Existing vinyl composition tile, ceramic tee, wood and terrazzo floor covering substrates must be clean ond 3. Preparation: `t k 1. Provide double studs alt each side of door a other wall openings and at partition ends. Structural studs adjacent to doe b. Bond teat Organic adhesive, ANSI A108.4. free of all adhesives, rarer, finishes, sealers or contaminants. coniants. �} and relite openings shall ea be ch provided under this section. (3) Grout Sand portiand cement, 1/4" width joints. (a) Existing substrates to receive carpet: Check fa any loose boards, tile, etc., and resecure as required. A. Gpsum Wallboard Substrates: Patch nicks and other surface irregularities with iatex few �n D Grind or sand down all high spots. Fill all , faults, grooves, holes, and low spots. Fill as 1. Sand filing material smooth and flush with substrate. n e t 101' 2. Studs to be located adjacent to dl door jambs, abutting partitions, partition corners, relite corners, relite openings, and E. Interior Wall, thin- -Bed: required. Feather out elevation differences of of adjoining floor surfaces. Correct any other V � other construction. Studs shall be securely anchored to the jamb anchor clips of each door frame and relite frame by using (1) Tee: Glazed quarry. miscellaneous conditions detrimental to the proper completion of the work. B. Prime and seal substrates in accordance with wall covering manufacture's recommendations for type a! substrate. Win t� ' " /l► two (2) self - tapping screws or bolts pet clip. Over metal door and ratite frames, a cut to length section of the (2 Installation method: o. Gypsum board on studs: TCA W242. 4. Installation: ��r r fte` vr, SeSbNA runner track with web flange bend at each end, shill be placed horizontally and securely ollachtd to the adjacent vertical b. Adhesive: Organic adhesive, ANSI A108.4. t` DeaignedKLS Drown KLS studs. A cut to length stud shall be positioned of the location of vertical joints over the door or relite frame header (3) Grout: Sand-policed cement, 1/8" width joints. extending to the tap runner. T. Clean tile surfaces otter installation is complete. A. Perform installation in acadance with manufacture's instructions. Dote Checked KLS 3. Provide rough framing at openings using full length studs adjacent to jambs and horizontal head and sill tracks. Cut horizontal ( Tie filler: Clean and dry tile before applying filler Apply filler at rate and by method recommended by B. Wall Covering Ponds: Approved ByKLS Job Number 2000-12 tracks to length, split flanges and bend webs at ends for flange overlays and screw attach to jamb studs. Install cut to filler manufacturer to achieve complete coverage and °uniform color over entire tile area. 1. Install prods sequentially. Provide trim for edges and 'pints between prods; exposed pond edges in length, intermediate studs between iamb studs at head and sill sections at same spacing as full length studs. (2) Slip resistance: filers and sealants not to reduce slip resistance below code minimum. finished installation not permitted. Make all slams plumb. 4. Where studs cannot run to underside of construction °bore due to equipment or ductwork, provide built -up headers consisting G. Protection: Apply neutral protective cleaner to tile otter installation if recommended by tile manufacturer. Sheet Number 2. Trim wall covering panels carefully at electrical boxes and other interruptions to avoid gaps and necessity �a 5 Z of runner tracks and studs spanning the distance. Overlay completed tile installation with kraft paper for protection from subsequent construction activities. for patches. H. furnish and install all required material for closing of metal deck flutes above all interior partitions where partitions extend to J. Plan installation so that pond joints do not occur within 4 inches of Comers or mo ar openings. metal deck. rill flute opening with specified sating insulation. 4. Install wall covering ponds by applying adhesive to its back surface and pressing wall covering into place SP102 before adhesive has set. Use roller or other device to ensure complete bonding of panel with adhesive. . •_. _ M • e t , e • • . .. ._ . . . ,.... ... _____..... 4 0 M —- 1 • 7 T 7 ' I"TURAL NOTES n CODE R I E«,IRE,IENTS '` ALL i)cSIGN AND %OHS iRUCTION SHALL CONFORM TO THE UNIFORM BUILDING E CO^F_ .99 EDITION. AS AMENDED BY THE CITY OF TUKWILA. WASHINGTON. SAL i I 1 CONTRACTOR SHALL PROVIDE BRACING OR SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOC STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE o THE WALL. IS PROPERLY SUPPORTED. REFER TO ARCHITECTURAL PLANS FOR - _ - - • _ a WALL OPENINGS, ARCHITECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. , I c CONSULT MECHANICAL PLANS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS AND PIPES ETC- NC" SHOWN. THE CONTRACTOR SHALL BE 1.1 I RESPONSIBLE FOR COORDINA'.ON OF ALL WORK AND UTILITIES. , DESIGN LOADS e - _ - • In _..E �:,:,J R3OF (SNOW) :_5 PSF - v°' _ WIND LOAD: 80 MPH, EXPOSURE B / C x EL7 - -C, A ZONE 3 // STRUCTURAL STEE_ ELEV. = 18' -0" T 1 e 4 ♦ • , 1 x C v: ----, MATERIALS SHALL BE iN ACCORDANCE WITH THE FOLLOWING: u o 1 I I r, STRUCTURAL STEEL AND MISC. O CONNECTION MATERI ASTM A 36, Fy =36 KS: I STRUCTURAL TUBES ASTM A -500, GRADE B I I `c WOOD CONNECTION BOLTS ASTM A -307 ■ ( I I ( I U Y Y ANCHOR BOLTS ASTM A -307 OR A -36 I Z x r, WELDING ELECTRODES E70XX • I DESIGN. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 9TH - �' EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOP BUILDINGS . ALL WELDING SHALL CONFORM . " \ 1 —� - .. - •t - 1 - i TO THE AWS D1 -1 "STRUCTURAL WELDING CODE ". ALL WELDING SHALL BE 1 - �� ` i PERFORMED BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) EXISTING CONC. PANEL } ' AND eINS I CERTIFIED WELDERS. - - - �_ - _ -- _ _ I OF STRUCTURAL I � INSPECTION: _ - I INSPECTIONS SHALL BE AS REOLHRED BY BUILDING DEPARTMENT WORK OFFICIALS. SPECIAL INSPECTION BY AN INDEPENDENT TESTING LAB APPROVED BY THE ENGINEER IS REQUIRED FOR ALL EXPANSION ANCHORS I -_ . z -- AND ANY FIELD WELDING. -- I I I I I E N SHOP DRAWINGS I I ` ` _' SHOP DRAWINGS FOR MANUFACTURED WOOD BEAMS SHALL BE SUBMITTED ( ! I ELEV. = 12' 70" • __ - _�_ ` - - - - q _ ' TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. I } '" IZ • g b l G RAPHIC SCALE /_ r, l I f x _ ��Hy� F ` J ( IN FEET ) _ 1+ ._ ' - - :LEV. = 11' -0" 1 inch = 20 fL T ® CE C , W TYP• SCALE: 1" = 2 a ! 21' -0" 15' -0" 6 o 1 1/2" ' 1 12' -9 7/B" T • i I 20 ' -0' 3' 2 1 /8" �-' 1 / , I ELEV. = 9' 0" I F. , = 1R. s TS 12X6X3/16 I I „ 1 1 a PL. 1/4" X 4" X 5" I I - 2' -0" o - - . TYPICAL W/ I 1 11 � t' o' 1 -o" z 1' 5/8 DIA. EXP. BOLT 1 I — `_ — - - — _ I __ - 0 O I ` -PL. 1/4" X 4" X 12" I I I Ft FV, 17' -10" _ _ n_ m ryi m m e , T m r m 5 y J _ TYPICAL W/ (2) . - a 5/8" DIA. EXP. BOLTS 1 ° - u u u u G u u LI tt, 3 F I Fl FV = 11' - O" n m - r.1 f" rt Fl n r3 F! F1 m NEW OPENING E D G 1 .,A CI 1 u © u © 61 6, 3 D — _ _E E • 3 F C r. };,� n /C`1 0 z e t, o 2, TS 12 X 6 X 3/16 z t3 L / 4' -0 E 3 "`,_ • I SCALE: 3 i o 0 TS 6 X 6 X 3/16 • E3 or _ —_ - E�3 Y El FV = 2' -O" E :. 20-0" E 3 S , - FtEV. = O' -0" RECEIVED CITY OF TUF(WILA — — fi t# " EXISTING CONC. PANEL • • BASE PLATE W/ (2) �TS 6X6 GRAPHIC SCALE 5/8" DIA. EXP. BOLTS , • r IM ,e , - i iiimiajoininis 11/2" EXIST'G. 7 1/2" SLAB EXIST'G. 7 1/2" SLAB ) �� I I SCALE: 1/4" = 1.-0 ( IN FEET Cl) 1 inch = 4 fL C/) - .` I i'I REMOVE CONCRETE WALLS PER STRUCTURAL • ''''. I -I, GC TO °uCVIDE SHORING AS REOI' IRE D i , ,:,, \ fr, l I 1^ 1 I I I , I < . \-,,_ , c..) . :,_ _ .. ,,, ...,....______ .._ ._ . ,,,, 1 cc r 1 - I l l I I I _ . . I T - I l l - I I ..di .I I .' I -II 1�1 I I I I III - II1 11 3' -2 1/4" 20' -0" 6' -9 3/4" t r r— 15' -0" PANFI ,IOINI I 19' -9" PANEL JOINT 15' -0" PANFI JOINT 15 — 4 Ln �,' 0" >, >.. 3 15' -0" / I S ection J /S1 Se ction 1/S1 / l' C' SCALE. 3/4" = 1' - 0" SCALE: 3/4" = 1' -0" O 1 n 1 G � \l1N" 1 O ,v` , a 24 42 1SL U ,,, ""-`� ,, GRAPHIC SCALE I ; <1 E a V - - - :,1 61C - t''''''' - . i ma 1 • " i mil ik 1 ii i I. • mi n '; ' e 1 Location Plan SCALE: 1/4" = 1' -0" ( IN FEET) I s 1 1 inch - 4 ft