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Permit B95-0122 - MCDONALD'S - RIVERTON HEIGHTS - PLAYSPACE ENCLOSURE
. f I i [AC- DCWAI-14)5 1 2 11\1 4 10N 0\0 de;4150-01a City of Tukwila (206) 431-3670 Units: 001 Buildings: 001 Fire Protection: DETECTORS UBC Edition: 1991 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas/Elec: BUILDING PERMIT B95-0122 B-BUILD ACOM 15210 PACIFIC HY S 004300-0090 C2 VN Status: ISSUED Issued: 06/16/1995 Expires: 12/13/1995 Suite: Type of Occupancy: RESTAURANT Wetlands: Slopes: N Water: 125 Sewer: VAL VUE Contractor License No.: MJCARC1077DH TENANT OWNER CONTACT CONTRACTOR MCDONALDS OF RIVERTON HEIGHTS 15210 PACIFIC HY S, TUKWILA, WA MCDONALDS OF RIVERTON 15210 PACIFIC HWY S, TUKWILA WA BOB COMISKEY 15210 PACIFIC HY S, TUKWILA, WA M J LARSON CONSTRUCTION 98168 98188 98188 :Phone: 206 246-0807 Phone: 206 630-6635 ************************************, ****, ****, **************************** Permit Description: ENCLOSING PLAYPLACE TO AN EXISTING TENANT SPACE SETBACKS Front: .0 Back: .0 Left: .0 Right: .0 Valuation: 140,800.00 Total Permit Fee: 1,296.45 ************************************************************************** -r-ram Permit Cent Authorized Signature 6-q-c Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of, this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. Signature: Print Name: 0,b-er-11' Co rh t s i e L- Date:__ 4 4 %5._.- Title: o e. r` This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. ` -' 4.444 ` w ' 4 s y. CITY OF TUKWIL o , 0„ , E Department of Co\ nunity Development — Permit Centel‘. '. , t _,' 6300 Southcenter Boulevard - #100, Tukwila, WA 98938 . '.. 7 `iiT 1 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME • NUMBER C .48 . ./ SITE ADDRESS SUITE NO. Bqs IS&«) ( V acIFIc ' HWS 5 INSTRUCTIONS TO STAFF . ®► Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. O Plan corrections shall be completed and approved prior to sending to the next department. O Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. 4 Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. _ ,., i DATE DEPARTMENT DATE +N A PPROVE . REQUIREMENTS / COMMENTS BUILDING - WiWei`jg, CONSULTANT: Date Sent DateApproved - -- _ -- initial review � aS45 ROUTED AFIRE w� - S // % j FIRE PROTECTION _7 Detectors (7N /A _ FIRE DEPT. LETTER DATED: s /ii/ qs INSPECTOR:`S f / _ I INIT: Jilli� — -- — �J PLANNING 1 �' R'-').-- ZONING: _ BAR/LANDUSECONDITIONS? ( Y©s No REFERENCE FILE NOS.: L - .��_..__ �� INIT: , G 4 --' ---- MINIMUM SETBACKS: N- S. E- W- r _ /3Ul 9,i` UTILITY PERMITS REQUIRED? 1� No ' WORKS , �� S �, PUBLIC WORKS LETTER DATED: INIT :. 0 OTHER INIT: o/ TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): BUILDING - /t' final review INIT ,/ ki O Yes %No 1cj J BUILDING Z lf . OFFICIAL INIT: ,, _ . . L REVIEW COMPLETED AMOUNT CONTACTED / 1 OWING: Sts) Crn 4. 1 • DATE NOTIFIED % BY: sP (n R_- ,z0 \s � 2nd NOTIFICATION BY: V (init.) 3RD NOTIFICATION BY:. 075750 (init.) 01/08/93 BUILDING PERMIT ----- , �,.. T APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 206 431-3670 hhr DESCRIPTION.;< :: ;: ;;::'AMOUNT::: RCPT :# ?:<;• DATE > ?:: _ c �� � � � V > BUILDING PERMIT FEE> •": ' " PLAN CHECK PLAN. CI-IECK.FEE >. << :'< ;�R, > ><: >:::, :A:` NUMBER b ) ^ 0l .? BUILDING SURCHARGE Y,: APPLICATION -MUST, •BE', OTHER r ` FILLED ' OU7'; _ .CUMf�L ET84 . Y ...: TOTA SITE ADDRESS SUITE 11 VALUE OF ONSTRUCTION - $ 15 210 PACIFIC f (tWY S S140 , 800.00 PROJECT NAME/TENANT PL,41 ADD I'l'l ON FOR ASSESSOR ACCOUNT # MCDONALD'S OF RIVERTON IIFIGOTS (104;;00 - 0096 01( 1 - 0. 0080 -02 TYPE OF • New Building Addition • Tenant Improvement (commercial) • Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: _ DESCRIBE WORK TO BE DONE: CONS'i'RUC'[' NEW 1408 SE PLAYPLACI? ADD1TION TO AN EYIST1NG 355? SF MCDONALD'S RESTAURANT BUILDING USE (office, warehouse, etc.) RESTAURANT SEATING AND PLAY EQUIPMENT NATURE OF BUSINESS: RESTAURANT • WILL THERE BE A CHANGE IN USE7 W No U Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE.• Building: Tenant Space: j OO f Area of Construction: 1408 SE WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS iN THE BUILDING? AGO No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ Sprinklers Q Automatic Fire Alarm System PROPERTY OWNER nICI)ONALI)' OF RIVERTON liE1GIFIS Attn: Bob Comi.sken PHONE (706) 246 - 0807 ADDRESS 15210 PACIFIC MY S SEATTLE TWA _ ZIP 98188 CONTRACTOR PHONE ADDRESS IZIP WA. ST. CONTRACTOR'S LICENSE it EXP. DATE ARCHITECT RUIIL -PARR •& ASSOCIATES- Att:n: Scoit. I fflEIS PHONE (706) 644 ADDRESS 5625 1 3211I) AVE SIT , SUITE 100 OFLLEVUE WA 1ZIP 9800(1 <:I ;HEREBY: >:CER IF.Y.<;THAT::I : HAVE:: READ:' AND;: EXAMINED;::: THIS« APPLICATION AND.. TNB SAME :TOr ` >; , :::,,.:.. >:..,..:...,. BUILDING OWNER SIGNATUR - DATE OR 11 AUTHORIZED PRINT NAME Rol; cot,/ . .,Krw PHONE (206) ^46.0807 AGENT ADDRESS 1521.0 CITY2IP `• I:A'C . 1,1; 98188 • CONTACT PERSON BOB CON I SKUY PHONE (206) 246 - 0807 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this lorm. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete In order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER ( AUTHORIZED AGENT If the applicant is other than the owner, registered airlifted/engineer, or contractor licensed by the Slate of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant feet a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Deparbn Development Building Division at 431 -3670. ' DATE APPLIC TION ACCEPTED APR 2 5 1995 9 s DATE APPLICATION EXPIRES /� 5 /0 i 16422/b3* UB CHEC KLIST COM ME RCIAL— > : ...:. . V .. NEW C OMMERCIAL t3UILD C OMM ERCIAL TEN IMPR OFM E N T iS b u Co I o I : :.::: m Irt 1d to i on ''`:•1 " ' ` � ° "`��' Complete buildin permit eppli ( one fo e strv P . e d rtg r E?F,... • , or e a c h attvdiure ar nl �1 t en A as A n t N m r A sses so r. Ac N • k 7 . : s. s 2 of a lo o et th . of n O g ±: ..; :::: ; ;:::T 2 , s;vis.ol. c on5t t u o tl o n Iond: whi In clude, ;:: t ": c :: > ' i.il� i >'« ( ) P a ` spe c i fi c Gons , ; :, Sit v •pia n t-� .: ; : .. : :; .:.: <, ;: :.. Lcatin l f s` ri ce': ��•.: : •.;:,;:<.:,<`: �.>; : > � <�`. .:` F: <: >;:; > ;:'<`• < > <:; S s tamp ed b a Washingto Sta li ogn s od.; : .:;: : ::...p : :.:::.::.;::;:;:. •: n .:. > : . : .... ;. � Rx isdn g and pia Beal. petkhig r;; z•::: a::< r;•; : :::::: ;::• :::.;:< .<::..; >::,. eng in e e r . • Landscape plan ( P o i app licable, ] e„ ch ttngo o f; u tij ; < >` ( `� Soits r e p ort sta mp tt d b y a Washtng l ...: • ::::;::; >: <: ': :> ::.:: ::: ::::::::::::.: : >:: ><:::::::: L—t : : OV a r allb U li d i n d plan., E Topographic ) s urvey • Ten l o ca tion Use o f ad j a cent ( c ommon Wall te t E ne r gy calculations sta mp e d by a W a shington State licensed • O v era ll •dime of buliding squa fob enginee o r architec r p Legal d an o 1 grop a U. F ioo •Tenant s pla w ith Use o f each r la o in ` ' i s tamp b ,.� . t E xit doors' re p at ter n s; : ::<:::.... W r tc . g dr w ngs, pod �� y u W E ,hington: Star© lice ;. , : :.:::.. '� :<::<:::. •: ar chi t ect ; w hi c h incl :.: ` ; Now walls, existing WAIT, a W alls to c :'::` :`: • Site pla L: Construc details • Archlto dr awings • Cros ce showing well cons itucticn acid me thod o Structura drawi • • ....: ;attac h men t ,for door end oefUn� :: <•:;<:�:; ><:� <c< >;:: »::: • Me chanical.drawin s, :; • ,: Str tu ca do s s pad b a a g t o li n s e d Civi drawing en g i nee r ma b e requi i gt nr ct r at wo rk l is to be done ( 2 set • Landscape pion : ..: N OTE 11 a n y utility w o rk Is to bo don submi s eparate u perm >r: Comp le te d uhli ermit.a 'licatio� one r ect a 7l a n a; " Sin,' 6 o f civil d . DO NOT >So utrli erml a ' lic a nd c he c kli s fora eclll utili ." :' :::; . `:. %::•::>: : pP f :. P. .. h s ubmitta l requireme Com pleted buliding p e erm it ap pheati � n: ( one for each s t r ucture ). • , : Assessor A Numbr R O AG :.... ..... /: : .;, •::.rial :.: K : T R ........,....::::::::::::::::::::;0:::::;:$:4 . < .,(: Narrative describing e xlsg ng r o of; ma te b r e m o ve d, : an d —� ma being in C om p leted, b uilding p ermi t a pplicatio n N A c e rlr fi c abon le tter Is r e quired prior to fi l and sign Ass Accou Number o f t bf the permit Tw ( 2 ) set of plans, which In c l u de 1�u11ding flo Dian s ANTENNA/SAT D Comple b permit ap � :: � �: . � ` r •Entire space. wher r will bQ lo :> E xit doors • ,n A sse s s or Acc ount Num ber Dimens of all aisles :! ;: tide Te spa 1loorpl s i�wing ra storage layout ai sles ©nd Tw (2) ,se ts of plans, w hich i ncl . ex its "."'h.:: � S ite Pla ( b uildin g an d foe of a nt o nna/ sateil ite di NO : . Inclodo of r (h width. and length aisles t and exit way on plan :::; : l� Do falls ante nna/ sat eltlt e dish and m e thod of a ttaohm ent � tr u S uctu S ucturalalc l o ti o ns s t a mpe d b Was U c e nse d k ctural calculati stt by a W ash ingloti S t a te If .ongineer (rac s :8 a nd user) :: engi may be required RES IDENTIA L NEW SINGLE-FAMILY: DW ELLINGS /ADDITION RESIDENTIlAL REMODELS ; Co mple ted buil p applica ( o ne for each stru Compl b uilding permit application (e nv for each structure). I 1 Lega de Assessor Account N A Acc N umbe r ng s, wh i nc l ud e' Twe (2) se of iN orldny d rawl { • Sit u Ian; l T se ts (2 of working d w hic h in c l ude • Fond n pla Site pla o —. _#.. ( � plan s how c io s os th rdr ant locat F l o or p . ; " : 1 . .. : ► E11 ! plan F ounda tion plan Incl a ccess : tv b uilding, s ! v * i nU ; : : : : ; ; . • B uilding el ail View) <'::.;::: }:::.; Floor p lan wld and length al n ea rs ) : (. .. : • ..: > ::: � : : : : .:. :;. . . . B u r ldin c action . : ;::: ; ::: >... : : . :1 :• : . : :: :. : ; ,.::..;.:. :..:: :: : :;.: . Str u ctUr a l.f ra min l a i ::::.::.::..;, :: ::::.:.:::. .:::..:...:.;:. • B elevations (a vi • Buildi cross section NOTE tf an ut ility work Is to be do pro u tilit y po r mh ap pli c ation •.Structur fr a ming plans and must be su b mitted, $ i. W ashin ton S tat e Energ .Co data 9 ' gy . <:: to::; > :, : RER O O FS ; :::•> Co mplet e d uti p ermit application : n ;:• ; ,. •: `�� toted b uitding p erm it applica ( f o r M a c h stru Comp, Six ( sets of s ite' plan s ho w i n g u biities ':` ',`." `` ` � Assessor Acc Num ,:,b ee N rio doacribin a st <'::o :::::. t :: ri - :.:.. d s :: `::< NO T E: 13uhd� a lto plan g rid ub slta:plamrr►ay be coin fined , , S � g • x tq r ot, ma on ain remov ,. d . : .. • : : . :• n utility per A pplication a che ck l ist for s pec ific s ubmittal requ lrom e nts ',;;: m ateri al being installed' • :: A A dd i ti onal • . , P.. g ph Y 4 q 4 P p 8 s ite c o nd it ion s; o ( I of the per CHANGE 0.00. rui u514IT Number: 4002477 Amount: 787."0 "4 /16 /RP /14 858 3654A000 16:38 Payment Method: CHECK Notation: MCUONALOS 'I:r►it: KJp Permit N,o: B95-0122 Type: B-•BUILD B.UIL.OING PERMIT Parcel '.No: 0043OO70090 Site;Addres: 15210 PACIt"IC HY. Total Fer;s: 1,296.4" This Payment 787.5O Total. ALL Pmts: 1,296.45 Balance: .00 *** A** k****** 21**** *** * *k * * * * ** * *!. * *** * * **A4 * * * ** • ** * *• ** * * *N * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 783.00' k" 000/386.904 .STATE BUILDING SURCHARGE 4.5O` • a,. 1 1 iidk 4la fib:.+; ?4?}FCitss{.1:��' .�a'J?t Y. :. ,c�i.Y, • # i*A71;vA***AA****Aitikir4A liEf ;7. A 508.95 CITY OF TUKWILA., WA TRANSMIT 508.95 CHER 50835 CHANGE 0.00 TRANSMIT Number i 94002176 Amount: 508.95 04/ :28 Owd.oty 2182A000 16:13 Payment Method: CHECK Notation: MCDONALOS Init: lOP Permit No: 095-0122 Type: 0 -0UILD BUILDING PERMIT Parcel Na: 004300-0090 Site Address: 15210 PACIFIC HY 0 Total Fees: 1,296.45 This Payment 508.95 Total ALL Pmts: 508.95 Balance: 707.50 ' **.ico* le****11 ACCOUht, Code Description Amount 000/345.830 PLAN CHECK - NONRES 508.95 S S. C INSPECTION. RECORD 895 Retain a copy with permit 0122_ ; Ira. PERMIT NO/ 0 _ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 — ' 06 1-3670 Project: ype o ns. . sr; ress: onim: . /521 /el' / 7/ 44.1 %- ' Special Instructions: Date Wanted: - Requester: Phone No.: Y.,..... per apPi Corrections required prior to approval. COMMENTS: Aag_ /e" nc.: or: Oliar e: Ali 0 $30.00 REINSPECTION FEE • EQUIRED. Prior to reinspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 12e: 1 1 n s kt"' 0 — INSPECTION RECORD / Retain a copy with permit 0/2-2., 7 il p -- .1 1•• PERMIT NO. ' CITY OF TUKWILA BUILDING DIVISION 0 41, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , . 14 (206) 431 •roje : ype o nspect , n: 0 Awl, Air ikte el :•: . • ress: J S?./ , 4, (1_ Special In strbions: Date Wanted: 29 Requester: Phone No.: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTSTCrZ Y r, i ..y , / I /Ln """" r ). ' rip'S /5 / . ./ d'At.,.. I .0 i • to, / —4 0' A 0 ; ... .".kas A I ■1 2 1 c / Ii_ .. i ..0 ....a t 41111M :, 6r) /0(. /.. _frtec4 • 2 pekl• 4v/a .,- ex ‚'L Ii /-7 Ae-74 se 4, _ .A..-ko .... .. -(---' 0 ..„ ef--- : 411I■ i nspector: 4 r 2 .,,A jmnP0 , 1 440 3.0111finlffialm „! ii 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. V F 1WN°.: Date: 1 ? , t , .4....;,....,,,A.:— ■•:.. , %...t--% *;:444..4.` ' ' " ' ..” , • - r '' ' ' ''' ' '''' .'''" " • s V, S" / 7 0 .. 44 . 6-4 . INSPECTION RECORD i � 0( ta1n a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \i, (206) 431 -3670 Project axis Type of-Inspection: f ti Address: of-Inspection: SZ' 0 Date Called: Special Instructions: Date Wanted: 1/ ( il 42) e Rm. , to' C /0''30 Requester: C„tlo • Phan No.: ?_4....9 � g . ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS* ` /_.rz:�.� . ,a► 1 Nay ?--D it I"" 4 i zi h a Uc,- e> vi-c ✓'reit.- ex_i "j- ` / ;- � .ice . _ 0 - t �:. T I b /4 - -- ,.), '-. - , , ,: nspector: / I- e: , ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 1 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Date: J 1 k _ z:. • • 0 0 • INSPECTION RECORD 5c15 Retain a copy with permit INSPETION O. P MIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 • ro • ype o nspect. 1 I Ilk to ress: op • f" 11 .•• • • ;111111 Sped. nstruct ons: Date "anted: L T t • " am. p.m. • IP Requester: Rime P.21 Approved per applicable codes 0 Corrections required prior to approval. COMMENTS: • • • nspector:02# ..4 , r 1 .00 REI PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ' • .1 • Southcenter Blvd., Suite 100. Call to schedule reinspection. I Date: . ;. . ,._....,.... o: l..,.«:...:. V��s�. c.: t< ux:.•. a: w' 1..".:... o-z.... u..:: ...w...+...,...,w...._....._. —_ _......_. r.....`.... .- ...........- .......... -..... ...�.- �.- .__......_ O INSPEC1iONRECORD O mr Retain a copy with permit ° CITY OF TUKWILA BUILDING DIVISION • �� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M� ,11. (206) 431 -3670 Project: A A �ry h � J Type of Inspection: go �+ �, Address:/17.10 dote,, (Sate Called: Special fist Ions: 7 Date Wanted: /0 -9 C p .m. Requester: Phone Na: Approved per applicable codes. ❑ Corrections required prior to approval. .. . . COMMENTS: . A/e 70 ; , di kVII r., / /<< r- . 6. , /moo 4 - ,n g /XL fr^ ct # - -- , -A-L. 0.7--& - See-- c i "7/ r nspectorA. • //Cu' il1� ill ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 97:^7 `.,: 176: r .. _.. _ _ _. .... , astir ur!s. e. �.4 +Mn: ::.42A'.S�:c.... ��'3:. .. . , �I ........r , _ .. , _. .. n f. " ______ ‘"--) INSPECTION RECORD Retain a copy with permit . 10. PERMIT Ny CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 TiOR: 'T ype ot Inspeon: Av./ Add ress: r: e :1: Sp: nstruct ons: I e anted: 11 cilf-- / Requester: Phone No.: Approved per applicable codes. CI Corrections required prior to approval. COMMENTS: 1 •44 • 40W _ Inspector: Date: .4 Ai 0 1.1 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: ...■ , A 4.4 •■•••••• •et ■••• •■••*•■••••••••••••••■••••••■••••••• • • • 0 • ) (I 5 INSPECTION RECORD Retain a copy with permit / o. PERMIT a/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11 \ (206) 431-3670 Project: A A ..., I W e,r5 CA. l/ c Address: Date Called: Special Instructions: Date Wanted: / i2.- 95 aGm p.m. Requester: Phone No.: ltik Approved per applicable codes. El Corrections required prior to approval. COMMENTS: • ;•. • • 4 1 . , ' it .40..ittLI nsPect": VIRM1111111111111 0- $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ; 6300 Southcenter,Blvd., Suite 100. Call to schedule reinspection. , . ueS(41iltr;o2VirdiquI.V. • .......-..^•.•.. r..:: r.,,,: s....;.: c" rO. 4: U'v.: ti' Mrr. �Y" Sr.• iti':.::`.< EA3.'+.+ e...: i::!`.:' r.:..+ ...v'.^<�y Yde.:sunN!'r.':.0 .. . a.. •. ..eFV,eY.. rwa , 0 In 1 • I NSPECTION RECORD 0 r Retain a copy with permit t \S. - .. 1.. • . ' ` r •. CITY OF TUKWILA BUILDING DIVISION 1 \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 i �. , (206) 431 -3670 •roe : , ype o nspe • • n : Vet ' 0-- /Na ~ .�►� 1 . Sp: • - nstruct ons: Date anted: ��+ - - ` 15 am p.m. Requester: 13 r 1-1 i s.b 7 X1•.: ._ 0522 , ❑ Approved per applicable codes. g C required prior to approval. 1 't i t) . 375 r . /0 / ' , ( ham P2ao 'e.eQ C 14.74.4-7 5 lvrr.( yetA ee 1.'4 -z-' t /aJ .91-. 1 7. . n tot: i OMIIIIW ❑ $30.00 REINSPECTIO E E R Prior to reinspection, fee must be paid at ' ' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • V • r" .111 L- INSPECTION RECORD s R e t a i n a c o p y w i t h p e r m i t GI 2— CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \1*. (206) 431-3670 .1 'roe : . A Type of Inspection: ,.- CIAWALIOS r–/A Address: Date Called: /5;2_ em.s, Special Instructions: Date Wanted: drr C5 p.m. J24,4)8 Requester: Alst Phone No.: - ir4 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: AOP / dig ..ei ir -ar Ai L5 nsPectorlarnIMWWWW11111117100M , AM/ f El $30.00 REINSPECTION FE • EOUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Roc* No.: Date: _ 4.4.'1 ‘' 0 . CP INSPECTION RECOIRD ? .C) ., Retain a copy with permit Q Z2.. �.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: n � C 5,�, `�` Type of Inspion: F � n t ! ,1 � 1 `" 1.. �! D ate Called: !�'"�t `�1 !V� Addro 2. a 1 ,_ HI \o - 2� - qS Special nstructions: Date Wanted: 10 ` 2:1 am. p.m. ; • Requester: e V )e A,c Phone PhNo.: R f ,' /5.zz O Approved per applicable codes. vit' Corrections required prior to approval. COMMENTS: /J ADD fl' 3 R•tru (-9 1 C..1.1 1 S ,2 1.1 °ea. 4 , AG cam- . vs)/ I0 SPEr-Tian) • p.-A.- PR.a,- SPsv-S A' 64. Z3 d 7h, ( . 4 C � ~ OAS. ,(-v G. - '' S ` . U Sr` 4 S it. PPaa -'O C C -A 10 Pwo 1 - a- sP ,,$). ; L t,N. yr 6.e(L Sv.P P t..ue4 _ si Tom i 'r t S - It ►Cw` -- C-, rLaov0 • t NSU�;rF' K . i r r , 0r of . L WR44... ■ ("ml e-. -- f ) s .s��.c. 0 or cA «,t,n.cs Po Lro / • n nspector: / 0 e• 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' L ' °.: I Dale:. I ... _ ..... ,_.__..,...�.,._—v.: ti_,.a:::r..`.aae. ±_R._fyPYs!' �Y1rv 31ti$ rat41. c47Bl tiki:t0ititti6c::EhtflidfikAili!'45At".�.�ii).446.a:Ai_" INSPECTION RECORD Retain a copy with permit OD. I, - „. PERINI NO) CITY OF TUKWILA BUILDING DIVISION \ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ (206) 431-3670 •roe.: ' • S ype o n • --61kwi-11 • • ..mss: 1 • Special nstruct ons: 11 anted: -S 111 Requester: "ow Phone 'Approved per applicable codes. 'I Corrections required prior to approval. COMMENTS: Cc )-int-et-crri a. - (4 iorD 714A-1 /14N r 14,v s -rt 1,1 seem- 1 AT Z- LTC, Nft> w Pra • I InSPeCtOr: °Ztte.. q I ID $3000 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . S.: hill.111111111111111 et:A.34.Y kt. . • , . . 1 . . , . 0 C INSPECTION REoORD 139 4, Retain a copy with permit 0 [7 .., „. PERM Ra CITY OF TUKWILA BUILDING DIVISION `6300 Southcenter Blvd., #100, Tukwila, WA 98188 k 4, (206) 431-3670 176Tect: c 5 Lb TYPe of Ins. ; .1s3n: .70,t -41i Ati , • 4 a * • ' r 2 /C) ecrP A0.1 etc i n s 1,9 : ID ..., . ....% Sp Instructions: Date Wanted) 0 s a c am. p.m. 12,4 rry Sit( p.o.r- - Requester: I 2 ;/37 , ' phone No " . I 95183 (.1.4.//)1/4 - 0522. 1 . Ei Approved per applicable codes. [81, Corrections required prior to approval. - , COMMENTS: • . . . ' 2 gAl3C-- ZNEYainA 1 v36? SP-S CA LA- Fa (1-- 3 A-I II II Fctsod— a o O--4 A y 114J r" itoti A (1..... 2)4 0. C . A MO 1,4 I Lt.- 61%) 6 r1.4 - A PerL4N vAL • • - , 7- - A 0 9 "'Alla 1-2:vis-3 ''' • ., 1 5 Aoo sT-21 374P S own._ 04,4.C. ..S . Fi.,.11,. ‘4 kb. ILAisr, ogf i-I 2$ PA - 1, tzs , A t .4. • ■ InSpEK4CR: ,..-, Date: / 0 $3000 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7gWS7--- Dale: ti ar . INSPECTION RECORD Retain a copy with permit O \ Z� ` 1 _..�• 1 10. 1' Ire .' CITY OF TUKWILA BUILDING DIVISION V '" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t►; (206) 431 -3670 •ro0.:mebt.AlxL- s g fit% o� ypeo ns.;• •n C e A. Date Called: • = t f= 1-1k Sp: • . nstruct one: Date want - ZO - am p.m. Requester: c-' g MC K 5 mz l S?SekiNte- INSP. i 0 ;30 Phone No.: z 4 - Wiz. K Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: CA4 C+A o.. 5 .-t •o C1 4 is g•1 ti • 1> j L ispect . ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspaction, fee must be paid at ;;; 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' w1. wc. .. G. d. +�.Q.....a.:s..Yidt�h�,:�i:' �r�.,,¢ �..., 6•.+. ��ttS' dul�' a` �i' d�N1MWu' M' 1V{•. �L. ��t. �Gi. �'1+��ri'iP�44SEf��{14tfile�' . ,,, .a..i....,..... .wu. .wr .r ✓.,..,..wox..w v+ r .....+ r.. w. �+ e•.1 r.' vW�/ wJ• Y+.. r lU; �'u:s.'.iuYa'i.Ll�1:i� .- ..."a: Y..['�'�.. �.•._ -.— . . 1 i3O .2., INSPECTION RECORD 0 895 J Retain a copy with permit a 2-Z. x CITY OF TUKWILA BUILDING DIVISION s 6300 Southcenter Blvd., #100, Tukwila, WA ?8188 (206) 431 -3670 ro ec : /-� o ns w�. / Address: 4/0 Datetailed. � u " Special nst � � Date Wanted: ` , , . , .�+ � r "'' c6 -pS am. p.m. U Le / yr, Requester: Phone No O Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ; g , { '� , (A .. wimmulimarinwpwomils • o AI nspector. IMO ? if /.r.[ /R a 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ' 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e: r. 4, i1'. ... t:it4 v—c -, , , < �'`•idacs'y��ft�- iii: 4114,n 1,,.413l: 1. &wa3: lio11.. .>+ 4. , 1 . rill kJ INSPECTION RECORD ' '` ° (`D 1 Retain a copy with permit 01 a 1 Ps. - -.0 '0. PERMITNO. i CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 14 (206) 431 -3670 roe ;' t C boncAl Cie Type of Inspection: R ' r n6--- , Address: � � t C I � Dat eCal led:q 5 / C1S— Special I ructions: Y Date Wante/ ,D — 1 0 0 pO r _ + S am. .m. pe(,; . I 5. Requesters 1( 0 I yylc- K...-cr1 Z C. Phone 4(r) O � ❑ Approved per applicable codes. Corrections required prior to approval. i COMMENTS: 1�� Uv S G ,. r J/ i C45 `mo t_ / EA )--. cote S 01 I —J-9 4 r ii e.- 4.-- sieda 7� ei �%�. -,s, c5,1, �� . 0 i i c.a, �r?d . A y _. SSo. s r� ",,,. r.H.r� r 01 % 45./4 4 So, / ,...,,ti,� S /" / s4 ,. / 1,4.4...: �!`71 1 / /' ter AA!. u�.... .. .r'. ._ , s i -. .a '.s c . f pfi l .in;4,_./ ,/ .. , , I inspector (ta-- _ � �� ,� Da te: 2,/ ) ; ,1 ,, ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. liWilaIIIIIIIIIIIIIIIIMIIIIIIIhlillIllIllMM r. ii,.:.:::e.1«,a.:1:`' 1...'Zrsaal.. l.".'.. ^ .e.:it st1 , ;.';` .4i .“ ifSk, „, .h1..3';1 , . :-.,° 'r : 1 4::',::)...1!, � ; . r, .. ,.i... ... "i ... i..... ......,. •.fM .!..'.. .tt,ss mr`" < ye+. . ...n r.. ,� . o...,,a.... _ ........ ........,.........- .,....,.,... Y.. .. -,. au... v° m,.*..r. 7 rLa fe;'€ ax,; aTLV3 's�? xrs4d!!t ?(Xi";;:%:'Pt 4;54X CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS `■ E 12919 N.E., 126TH PLACE KIRKLAND: 12061 823 -9800 SEA•iTLE: 18081 626 - 8700 KIRKLAND, WASHINGTON 96034 FAX: 12081 623 -2203 EVERETT: 12061 269 -0617 December 18, 1995 Cert No. 9509 -10 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: McDonald's Restaurant 15210 Pac Hig way S Permit l' . B95 -0122 Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Reinforced concrete cast in place for footings and walls 2. Structural steel bolting for column bases 3. Torqueing of bolts 4. Visual welding inspection of simpson leg to top of WF beam All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 09 -20 -95 and is number 86389. Respectfully, CASCADE TESTING LABORATORY, INC. D nnis H. Stack President RECEIVED DEC 2 t1 1995 COMMUNITY DEVfLOPUIENT .., ., .. ..: r ...., ...., r.,..x ^.. .. ... .. f_. ... ._.... I ,: 3'.,, t.,..t.t..'.... ..,x 'el ..r rh r.,.a. «..�.... LOBERG ROOIM c::>< CC_.._ AND CONSTRUCTION, INC. P.O. Box 6386 • Lynnwood, WA 98036 • (206) 775.2276 LIC # LOBERRC101BJ November 22, 1995 VIO 2:1 195 COW City of Tukwila - Public Works 6300 South Center Blvd, Suite #100 Tukwila, WA 98188 Acct " 95°122 McDona s layland 15210 Pacific Hwy South Tukwila, WA Attention: Dave Larson This letter serves as written verification of the material that was installed on the McDonald's Playland in Tukwila. The deck is non - combustible or combustible consisting of the following layers: * R -30 (4 ") Polyiso Insulation * Base * Torchdown * Coated with a Karnak deck coating This entire system is classified as a Class "A" system. For your convenience, I've also enclosed information on the insulation from AtlasF.nergy Products. If yo have any further questions, please don't hesitate to give me a call at (206) 775- C 276. ncerely, rk 10 Ryan Si •.o Vice President. RS:smr . . • • r . .. .. : . .. C F oanr . . •. • . •- "LAS. • � �� � - .. EIVE r: PRODUCTS Ins ations .: „_;. .,..i,...,.....:•.:„...•..7 DiyisionTof Atias�Rbofing Corporation - ' Product esc iiiiiiiiii id :ages r I • Standnedi. ThicknessesY&Thecma Values 'i, All ACFoam products consist ot state-of-the-art polyisocyanurate Nomin AC Foam- I /ACFoam -II ACFmnu Supreme foam with superior tire performance characteristics and the ability 'Thickness to retain high R- Values. Products are of'f'ered in a variety of ** Ft -Val C-Value I -Value C-Value thicknesses, providing R- Values from 6.0 to 30.3. Each ACFoam I.0” 6.0 .I(7 7.5 .133 product is manufactured with exceptional strength, using 1.2" 7.5 .133 8.5 .I18 dimensionally stable facers to add toughness to the boards. 1.3" 8.3 .120 9,1 . I I 0 ACFoam -IIr" and Tapered ACFoam- feature the Atlas closed- 1.4" 9.1 . I 10 10.1 .099 cell polyisocyanurate foam core integrally laminated to heavy, 1.5" 10.0 .I00 11.2 .08t) black (non - asphaltic), glass fiber reinforced felt facers. These 1.6" I1.0 .091 12.1 .082 _ facers exhibit a superior resistance to the potentially harmful effects 1,8" �I 2.5 .080 13.1 .076 of strong solvents used in fully adhered single -ply systems. These 2.0" 14.3 .070 I 5.2 066 products are suitable for all single -ply systems, but are the only 2.3" 16,7 060 16.9 .059 ACFoam products recommended for fully adhered, single -ply applications. ACFoam -II and Tapered ACFoam are also _ 2.5" 18.0 OSG I8.4 054 recommended for BUR or modified bitumen membrane systems. 2.6" 19.0 .053 19,2 .052 ACFoam-I" has the Atlas closed -cell polyisocyanurate foam core 1 20,0 050 20.3 019 integrally laminated to white glass fiber facers on both sides. This 3,0" 32.0 .045 22.2 .045 product is specifically recommended for all hot asphalt or coal tar 3.2" 24.0 .042 24.2 .04 I BUR and modified bitumen membrane systems. Fully adhered 3.4" 25.0 .040 35.3 .039 single -ply systems should not be applied directly to ACFoam -I 3.8" 28.0 .036 28.3 .035 however, mechanically attached and loose -laid ballasted single- • 4.0" 30.0 .033 30.3 .033 ply membranes may be used. • Conditioned thermal values were determined by ASTM C -518 at 75'b mean temperancre..Ul test ACI' loam Supreme has a polyisocyanurate loam core and features specimens were conditioned in accordance with procedures outlined in t'IMA nullcun No. MI mid tri- laminate toil facers and rovides the highest R -Value per inch ,. RIClI'A nulletin N 28 l•I. P per Ulher thi avuil allc upon special request. of any of the ACFoam products. The product is specifically Inches to tiiillioieier conversion: I inch =25.4 n designed for use with mechanically attached and loose-laid ballasted Ask about the Atlas 20 Year Limited single -ply membrane systems. A CFoam Supreme cannot be used Thermal Warranty directly with Hot asphalt or torch applied systems. • iiialf l' k sica, l?r ether '� ;'i: :`:: y : For information on A( Fuum Composite and ACFoam nail 'P x. , ... ._ Base Insulation", contact an Atlas Sales Representative. - • • Property Test Method Typical Results • Codes '.and esin ' '‘.. Less than 3S'r Linear . ACFoam Insulations comply with the requirements of the following Dimensional Stability ASTM D-2126 Change specifications, test and code requirements when installed properly: • Federal Specification I-11'1- I- 1972 /GEN (All ACFoam products) Compressive Strength ASTM D -1621 20 PSI HH- I- 1972 /2, Class I • ACFotun -I /ACFotun- 11/ IapenedACFoam Water Absorption ASTM C-209 Less than 1 By Volume ' HH- I- 1972/1, Class 1 • ACFoam Supreme Vapor Moisture Va p • Metro -Dade County, Florida No. 89- 0509.3. ASTM E -96 Less than One (I) Penn • California State Insulation Quality Standards & Title 25 Transmission Foam Flammability Criteria (License #TC 1231). Product Density ASTM D -1622 Nominal 2.0 lbs. per • BOCA, ICBO, and SBCCI Sections on Foam Insulation. - cubic foot • FM Standard 4450/4470 Approval for Class 1 insulated roof Flame Spread (foam core) ASTM E -84 25 ** deck construction (Refer to FM Guide for specific systems). r - • UL Standard 1256 Classification (ACFoam -I /ACFoam -11/ Service Temperature - -- -100 °F to +250 °F Max Tapered ACFoam):'Insulated metal deck construction assemblies; • The physical properties listed above arc presented as ty pical average values as determined by accepted COnSt. #1213 & #123. ASTM test methods and are subject to normal manufacturing variation. This data is tittered as a service • UL Standard 790 Classification (ACFoam -I /ACFoam -I I/ to our customers and is subject to change. All information can be confirmed by convicting Atlas. • • The numerical ratings as determined by ASTM Test Method 0.114 are not intended intellect hazards Tapered ACFoam): Class A with most roof membrane systems. presented by this or any other material under actual lire conditions. See UL Building Materials Directory. • UL Standard 263 Fire Resistance Classification (ACFoam-I/ • - ACFoam-II/Tapered ACFoam): The hourly rated listings are Fa ct0ry . P225, P230, P232, P243, P254, P259, P508, P510, P514, P701, Mutual PIMA U . P710, P711, P713, P715, P717, P718, P719, P720, P801, P814, system Pw oo 'a w ll arw . ti ® L . P815, P817, P818 and P819. See LIL Fire Resistance Directory. " .. - ,- •r r ..,« ; —e « . ....r. _ r... + .--.. - ..,.. .......! 7 ay ,,. '+r- '„r "7'.,_' f '. .F y , ,y:. w, .) �� ,9 . �7 "" - - - * * * * 1 . 1 1 . . A . , , , 1'6/ 04 pity of Tukwila John W Rants, Mayor s + ; : 0.7/= / Fire Department :. � Thomas P. Keefe, Fire Chief /908 - TURWILA FIRE DEPARTMENT . FINAL APPROVAL FORM Permit No. /3 g) - 0 /1Z. Project Name / c i ) 0 ha4d.1 04 n i",r w lug, /`I r' i � i t }.3 Address /S 1 / a rya c i ‘+ r• /1-- S Suite # Y Retain current inspection schedule Needs shift inspection Y Approved without correction notice Approved with correction notice issued Sprinklers: _ Al Fire Alarm: M Hood & Duct: Halon: t-, Monitor: /- lohr/wef " Pre -Fire: ' Permits: ,".G -r .... }fi f( fr ,S . ///)..? / C.- Authorized Signature Date • FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: '444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 CITY OF TUKWILA Address: 15210 PACIFIC HY S Permit No: 895 -0122 Suite: ry Tenant: MCDONALDS OF RIVERTON HEIGHTS Status: ISSUED Type: B -BUILD Applied: 04/25/1995 Parcel #: 004300 -0090 Issued: 06/16/1995 k* k• kkk***•k** bk**** k• k*•k k kk k• k• kk• kkk• k kk* k• 1k kk• kkk• kk*• k• k k* k•lk * *k*k•k *•k•kkk **k•k Permit Conditions: 1. The signs are not a par, t,:of. th pe rmi;:tr.- ; A .separate sign permit is required 2. Prior to occupancy, a "Copy of a recorded easement•:-� for parkin g on the re1ev,anMcDonalds parking areas shall` be: provided to the Depart m ent o,f r Commun i ty tDev'e 1 opment 3. Temporary erosion contr,,o l' measures shall be ,i:mp l enter ted' as the f it st,,order..of ,b0siness :ito" pr eventt'sedimen off' site or 41'16 �existing storm drai facili�ties. 4. No changes w i�• l l , be" made to . t:he psl ans unless approved eby they, Architect' or Engineer and the Tukwila . Building `Divi`sion. 5. P l unib yt: 'g" ' permits shall b =i'l `m ts ,� e,•obtained �tfir`ough the Seattle -King ''• Count y;�Deparrtment' of Public Health. Plumbing inspected ibi "that agency, incl l gas piping (29c+:-4724). x �''' ;: >' ,`,. permitr hall •:be obtained -,.>r g{ 6. E 1 e,G .t`�� i r.a`l:; :, hryou , the Washington State Division' of:•Labo`r °.an "d :Industries anti a electr work will be i�'ns.pec�ted • that �agen' (;24 6;630) . • ` � 7. All echan�i.'ca l- wort, - shall be�', under x sep:t rate 'permit i ssued bar 7i th •,ci ty .of Tukwi .,la . :': r " ?,;� . y ... sr ...., f ll % 8. A ` , , c r .. ot. {dg.,, a'r 1d;:a r v pp o plans s'hal l.,e b ;, � p 'er`init' s i'rrsp ec:t:'i on f r�., ed 1 ar � y J ' • t� r •4 a v a i; 1, b l e a the j b li4 .t e,,, r• f o r l t o , hhe s:s�•l a•r =t:. o f any con - ; a, � struc ici'n These documents are t'ol be maintained and:��avail � xp � able.. t,ial• "f, na�l inspection apprcva=1\` i;^:,grante�c. 9. Noti y�th ,tv ag of Tukwila Bui 1di `'g S rivi'sion 'Yprkioraton �, ,f placirl� , concrete This proc lure i;s. ih'' -ad iti;on to arty .. requirTe ants for special inspection.' I `.; ,s ue 10. All constructi'on to °b done in eonformapce, waft apprc ved p W q Tans ands requi;rements -,of the Uniform Building Code ,(19Yi. Edition) ys .amen,+ Y d, Uniform Mechanical code (199` ,E'dit.tol , and Washington State Energy `Code.+(1994 11. All structurconcrete shall be special inspected (1lhBtc%'- Sec 306(a)1) t Y '^ ..::., 5 .1 � sS " i;: Ain' 12. All structural wee .dl shall ,i be done by; W.A.B.O. certified welders and special 'Inspecte'd '(UBC• Sec. 306(a),$) . 13. When special inspection. is r either` he' owner, architect or engineer shat'iw'r bt i;ftiieTuk i l a Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 14. The special inspector shall submit a final signed report stating whether the work requiring special inspection was to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 15. Readily accessible access to roof mounted equipment is required. 16. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material s h a l l bear I d e n t i - f i c a t i o n show i no the fire .performance retina thereof. i 17. A statement fro „. the ##roofing contractor veri ing fire : . ' � l retardant class';robf will be required pr ,to final inspection (see 4 �bached procedure) . ti 18. All construction'to be done in conformance with approved plans and requirements of the Uniform Building Code :(1991. , Edition) as amended,. Uniform Mechanical Code (1991 Edition), and Washington State ,Energy Code (1994 Edition). 19. There .`.sha.l l be no occupancy of the bui lding(s) until the final inspection has been completed by the Tukwila Building Inspector.. 20: Validity of Permit. The issuance of a permit or approval of H plans, specifications, and computations shall not be con • `strued to be a permit for, or ar1_ap,p!toval of; any violation .of any of the provisiorZs ttih:e�'*burr1d` n`g; code or of any other ordinance • •of the}�,�0 :tiAsdii "c't1on N°, No p�e m l.� t X ,pt • esuming to give "Authority to'v,,. o to otr cancel s;�the prov •ts,;i�otirs of this. ,% • code sha:1.1 be va1)fid. 1 • f �l� }} '� � • 'fir • l� Yt �a$gl N. ��v+ q • J r 'y tis • flori +t' �i !! r i d., . , \ X tr �;,, � • .�r Iks' '" � 44 O 'v t1 ,,,e 641 ..\„, ( � ,J i � t,'�'f• k q„ 6z Fla 1 'y ° ' ,° iI �i r q. : "d' ZY' v 6 1 f s y K.4q I '" y s i t k � , 6.• 1 t S ?} > 4 iii t1 _ , ^ 1. :. . 4 r i '', . ; ( � ,f ... , ,„d jr d:f ,js " .`{,, y � ! ,5 Y„� .wilt „, t''d> r. p ., „ it, ' Y ,,il. ' ` � ' ! , i � !- t '' ? `' :,� , y .� ,I, F qx ?.i;'. � � • A41'‘ § ;q ma y : '''''''''''''C'''' D r5 �{' .; '' Z!' 1 . 1 M ..•' • k t 1 C9” � F ' y 4 .t` ijfi� f .. a �r e t , :' f • v ii'l . `y u,: r, 1 " 4 .1.,, D - ,..;, , . ft , .., j r , ,. i ....., .',,,- i; .$ q. .....t,c0.1.w.." i S .....-e , FSi , y ' ; ., , ,..., S ` fi .tif a , f ; 3 ',, 7' ' ' TY 3�' ice. '''''k t iy ,, 'A ,0„ <i, , {, 4 F. � } f 5� s4r .,,� ( ' `s °Ft F L n`% F 5 L, `,1 3 \ 4 : , t i rk { ` f ' . ' 1 I >< :; � t' ,) 9 , .if ^ . ' < a . P ; t : '1 ik. 'R • • „,, � . •« fH k.. t aj • 4; eF 1 ✓r, ..,�� WASHINGTON STATE ENERGY CODE . THERMAL PERFORMANCE CALCULATIONS : MtL42 Y J1 Po,.�CT. � LOCATION :. lq‘/: ' � 3 * I Go.io f41/4 Tuj‘-wiLlAg ki7s-1 • 1622 t ARCHITECT limb wool 'UHL 40, W , HINGTON TAEIL OP CONTENTS PAGE 4 ENVELOPE ASSEM 3LY A A 4 (� HEAT TRANSFER COEFFICIENTS . THERMAL PERFORMANCE - - IE,4TING THERMAL PERFORMANCE - COOLING RECEIVED LIGHTING 3U1,GET CALCULATIONS CITY OF TUKWILA APR 2 5 1995 PERMIT CENTER Ruhl—Parr & Associates Architects Planners A P,Bhdonal Snwkr Corparonos • 35 1 132nd Auk S.E. Wits 100 (200) 644 -4000 Bekrww 'NA 95006 -13911 KAY (?Ds) 643 -4415 C C - - - ENVELOPE ASSEMBLY AREAS & HEAT TRANSFER COEFFICIENTS 1 • • r . (l, , ELEMENT: TYPICAL WALL t � 94 -371 : ;,�� � 1/2 in. G.W.B. iQ� :1 -'� , �� ; ,�` • 2x6 Framing @ 16in. O.C. R -19 Batt Insulation ; I '� a 1/2 in. Plywood Sheathing -u 4 E Face Brick 11101§ SKETCH OF ELEMENT Framing Ratio (FR), if applic.= 20% _ MATERIAL I(Inches) THICKNESS R Solid E Cavity Outside Air Film 1 0.17 0.17 1/2 in. plywood sheathings 0.5 ( 1.25 0.625 0.625 R -19 Batt Insulation 0 19 2x6 Framing at 16in. o.c. 5.5 1.25 6.875 0 1/2 in. G.W.B. 0.45 0.45 Inside Air Film 0.68 0.68 SUM R VALUES 8.8 20.925 U = 1/R 10.1136364 10.0477897 U VALUE FOR ELEMENT (Avg) = (U Solid)(FR) + (U Cavity)(1 -FR) = 0.0609591 AREA OF ELEMENT* = 945 sq. ft. * Area of Element is net area after openings such as doors, windows, and skylights have been subtracted. 4371EC1 Page 1 .. .. ..r.... ,.. ,...: ....._......... ..:. .. .. ...._....... ,.,.....,.......... ..v.. rvrrt 4Y Frt ,,,, Irv. + va.n. r..... —,— C U ELEMENT: WALL AT FASCIA 94 -371 illit ?.M 1/2 in. G.W.B. hatelq; 1/2 in. Plywood Spacer ,g :.Q � 5 1/8 in. Glulam Beam 0 1111KAWN 1/2 in. Plywood Sheathing I MIIMAO 3/4 in. Cedar Finish -pinworiii SKETCH OF ELEMENT Framing Ratio (FR), if applic.= 100% } MATERIAL I(Inches) THICKNESS R Solid E Cavity I Outside Air Film I I 0.17 I 3/4 in. Cedar Finish I 0.75 1.25 0.9375 I 1/2 in. Plywood Sheathing' 0.5 1.25 0.625 5 1/8 in. Glulam Beam I 5.125 1.25 6.40625 I 1/2 in. Plywood Spacer I 0.5 1.25 0.625 1/2 in. G.W.B. 0.9 1 0 Inside Air Film I I 0.68 I I I I I I I I I I I I SUM R VALUES I 9.44375 ( 0 U = 1/R 10.1058901 I 0 U VALUE FOR ELEMENT (Avg) = (U Solid) (FR) + (U Cavity) (1 -FR) = 0.1058901 AREA OF ELEMENT* = 130 sq. ft. * Area of Element is net area after openings such as doors, windows, and skylights have been subtracted. 4371EC2 Page 2 ■ l. . \ `._. ELEMENT: CORNER 94-371 Steel Post 9I {( . I, R -19 Batt Insulation Air Space 111 N110 1_, 1 . ?ii00.11111 Alum. Cover ,y SKETCH OF ELEMENT Framing Ratio (FR), if applic.= 100% MATERIAL TH THICKNESS R Solid E I Cavity Outside Air Film I 1 1 0.17 Air Space I I ( 0.68 R -19 Batt Insulation I I I 19 Inside Air Film 1 1 ( 0.68 1 1 1 o 1 1 1 o 1 1 1 0 1 1 I I I SUM R VALUES ( 20.53 I 0 U = 1/R 10.0487092 I 0 U VALUE FOR ELEMENT (Avg) = (U Solid) (FR) + (U Cavity) (1 -FR) = 0.0487092 AREA OF ELEMENT* = 84 sq. ft. * Area of Element is net area after openings such as doors, windows, and skylights have been subtracted. 4371EC3 Page 3 ELEMENT: ROOF /CEILING 94 -371 • ;►;•::: i,;.'•l wti: ��7►: wi : Pi:J1'i www Built -up Roof • � ♦ ���.�� 3/4 in. F.G. Insul. (R- 2.78min.) 3.7 in. Rigid Insul.(R- 30min.) Plywood Decking Glulam Beams SKETCH OF ELEMENT Framing Ratio (FR)', if applic.= 0% MATERIAL I(Inches) ( THICKNESS R Solid E I Cavity I Outside Air Film I I I I 0.17 R -2.78 F.G. Insulation I 0.75 3.7 I I 2.775 R -30 Rigid Insulation I 3.7 I 8.08 I 29.896 Plywood Decking 0.5 1.25 I 0.625 Inside Air Space I I I ( 0.68 I I I I I I I I I I I I I I SUM R VALUES I 0 I 34.146 U = 1/R I 1 0.029286 U VALUE FOR ELEMENT (Avg) = (U Solid) (FR) + (U Cavity) (1 -FR) 0.029286 AREA OF ELEMENT* = 1514 sq. ft. * Area of Element is net area after openings such as doors, windows, and have been subtracted. 4371EC4 Page 4 • • . • THERMAL PERFORMANCE -- HEATIN • • THERMAL PERFORMANCE CRITERIA Project: McDonald's - Riverton Hts., Tukwila, Wa. 94 -371 HEAT TYPE: CLIMATIC ZONE: I Electric Resistance (Forced Air) IX) Gas or. Electric Heat Pump / \T= 50 DEG. F. ASSEMBLY TABLE AREA U x A U x A U -Va(or F) SF.(or LF) x / \T OPAQUE WALL 0.14 1600 224 11200 ROOF /CEILING 0.05 1514 75.7 3785 PERIMETER SLAB INSUL 0.54 130 70.2 3510 GLAZING 0.5 1066 533 26650 0 0 CRITERIA TOTAL: 45145 U x A= 902.9 PROPOSED DESIGN: ASSEMBLY U -VALUE AREA U x A U x A (SQ.FT.) x / \T TYPICAL WALL 0.0609591 945 57.60635 2880.3175 PLAYPLACE ROOF 0.029286 1514 44.339004 2216.9502 WINDOW 0.45 1483 667.35 33367.5 DOOR- GLASS 0.64 24 15.36 768 WALL AT FASCIA 0.1058901 130 13.765713 688.28565 CORNER 0.0487092 84 4.0915728 204.57864 UNINSULATED SLAB 0.73 130 94.9 4745 O 0 O 0 O 0 PROPOSED TOTAL: 144870.632 U X A= 897.41264 4371EC5 Page 5 . �......, :.:, .....,.. r.,._.. .r.,., .. .., .,.....-.......: v...... n...:,. e.. y+.:. m:,,, ..- .. .......,._. ......... ._..,... .....,................,..,.,a.r emmrsrr rrnvaa ,xl V.x+ %aranemunate�ew✓7t .. .... _. .. ..tat \ .,.. r \ t L IGHTING BUDGET CALCULATIONS • • • • • f f LIGHTING POWER BUDGET 1994 WSEC APRIL 12, 1995 PROJECT: McDonald's - Riverton Hts., Tukwila, Wa. 94 -371 LIGHTING BUDGET ALLOWABLE PER CODE: Occupancy Area Allowable Allowable Watts /SF Watts Total B - Fast -food Est'mt. 1408 1.5 2112 Building Perimeter 130 7.5 I 975 0 0 0 0 0 'Total Watts Allowable Per Code: 3087 LIGHTING SCHEDULE PROPOSED: 1 Light Fixture Type I Watts # of Fixt.ITotal Watts Il 1/2 x 4 Fluorescent I 62 24 I 1488 'INCANDESCENT I 40 0 I 0 ISurf.Mtd. Metal Halide I 250 0 I 0 (Wall Mtd. Metal Halide I 100 0 I 0 (Pole Mtd. Metal Halide I 461 0 I 0 I I I 0 I 0 (Total Watts »>I 1488 'Deduct Credits per 505.3.2 I 0 (Total Watts Proposed (shall be <= total allowed) I 1488 4371LB ... .v. n HY !4544' ^n5R!YS }! . e. w �fi�!'Oi APR 2 5 1995 PERMIT CENTER NELSON- BOURDAGES, INC., P.S. Consulting Engineers • 512 6th Street South, Suite 202 • Kirkland, WA 98033 • (206) 827 -5995 FAX (206) 828.4850 ..., , ;.. ,: ;. .:., . ,:.,. ,.,.. .e.,_... _....:., , J +o - c..- o .<,.-,..„... ....................,v......._.._.....,,._..._....,.._....,._........,...«.».. r..«..,....,,..,....._......_..__.,_ ........,.,.,......- ....,.,.,,ri w,...os,.+Y e�uanxs+n. , � ° , „ , , . NELSON - BOURDAGES, INC., P.S. Made by d f,1 Date /1 q S Job No Consulting Engineers Checked by Date / Sheet No. / Z 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 Description (206) 827-5995 • FAX (206) 828 -4850 P - _ . ., ..,. . .... .. ....... .... .. .. ... .. - .. .. ......... ....... r..�r ...... ,.... Y Y... ..i' } !..... 1 .... ..e ...`t h t .x .lNtR ' MA&hy \) I iq q "Nn. , 7506 NCI.SON- RODUDAGtS, INC., P.S. (' coly:Iiiiiim I.try,lttrrt, (lterketl1+y 1mle !MherlFln. 1 / 512 Skill SItrrl Stgtih, SIIIIr 7117 • ItItWilil, kVA 914111 , , ` (NM) $ 27.5') • I'AX (7t1r�) 112/1-1810 I7racrll,llnn I `— E.• f lob Nnme l( \\ /1.. -4/ 04 . :, LI s J C41 1 X27(4 . 1 1 : 5 1 = - : ', • . '- " : ( 4r :zs' YJ7c) = 1I/ 1< . h .. . , . .. , ,.... _.•...................... ,.. ..F ,— .., ,. ... ,. r r.. ,.:. s <.t ..1. �xrz a .,v +e ...:!n Mnleh , t" ii9 61 5 j° ..,° .. '506( NELSON- INC„ h.9, `� Cnnsuitlnp rnalncr•ia C ocked by Mid Sheet Nr►, z L /I.10 = C. W PLF -k--g1 ` = - {,2,.k- 4 4.3 E,� `�/11,1h 6 ovetio -.) tr ' C ,1o3)C,',cT6o . ) ' qq PL. ,. V = (cfol PLI 1 ). ~ 4.1 lc ell4'..,t,...kviko.erveat5... • . ;) • , ' • ... ....:• _- _.:....,..... �.. .. ,. .. .. ..... ............ ..... .........,._...,....._......... ,.,....:... m,:.... m..: �; nar.. wwc , «rc,•s��:u:ar�rvx+n+rr_.:.+r� d 150 � I NELSON- BOURDAGES, INC., P.S. Mae byC 1 ' ' Consulting Engineers Checked by Date Sheet No.3 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 J (206) 827 -5995 • FAX (206) 828 -4850 Description Job Name --r IC`s/ 1L4 \\ • (. FIZAft\:K.- tro9 CPI 11 1-40■Se PooK !q.< . 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' • ,,' 4,...4t. ...,,., .,......4,; ...,... ,.,„, .,...-., , .,......,,, //I/4 'W. ''..:''''.' '. ', :::",.';',.'"' 3 ' ',',.' ''' ' '' .f ' "...' •,: , 'r 1" , . I • , i 1 . . . , ft . . • t 1 : t r r'� v r ( O 1�3 i ,ti... 5 s , r f/ ! ! i y ,�r ' 'n ' i i. r r i . • S { • } k .. � -::,.., Y re ' ,Jt(�fli ay { � f y ' �"' t �4 1. S A' > . �(,. , a � � .. . t , ... ` � s' :i i ?, i , .,.. ?.'' latil ,;., u..i 1f'i f +,'•Tt.iiihr - NN!z)�� t .. NELSON BOURDA ; INC., P.S. P.S. i i Made by . Date` d � ` i 4 jobNo�>1y /__ X 7 1 r . • Consulting Engineers i Checkedby•- , • 1 Date ' "'. SheetNo' �,,f �" r :..._. . L t t� • 512 Sixth Street South, Suite 202 Kirkland, WA 98033 :` - i_ , (206) 827 -5995 •FAX (206) 828.4850 •',:!. Description 0 . lob Name., -- (-2°) U ./I L./4 = • . • y . 3: �'. �� ��� 1 r s fit'" t ,. .•.i `_. ' . i f i • t. f . i , t 1 1.,....:.•. . . • it r Z � r>•z -- ....t. ) t r ` .;.,. t l i 1.. ` • 'd t . A , 4t5 N N I • > 4+; wh ;;;• i 1 / t k• 4..' 1 .. I ;Jr +t `� 1:1;.!!Y•1;1 y.;�. k` L / / ,y . , . . o f + tr 1 .,. ,. . ! + ', -1..",•,;.--.,;', . t `+ e f " -- 4 t . + 0: 0 , r 1L!$ .. , " . ^,4 .0. :+ �; r i ' i ,bl V "' 4 . £' 6 E a x # . 9; t ��� zry � .u' 1 ? 13. :: ' : .._ 1 . , el' (N r i i"' 4 S t .,. , i J'v� ; 1. 3 ilt � ,v - fit ,_ ` ./ ; IL f .. -. 7. -- I ..`�: (V . ;; "r `S '� . 7 fE.. . ± I 1. . ; '' .. ! " "*. iO ••~ { t 1 } , r ry •4 t! ,, : • fl'L � 1 . � L. , I 1 .(..... c ,., .---. 7 '.,.; :, . ! 1 . 'f'• i . ..1 .,,, ,',.,.' '.-.. ....., ' •, i ,,, i 1 i ! ', 1 • r • .. • -- I - ', • ' • i v.; i ' fit `P ' t t �. i i l f } I ii ( 1 • � y .... t ; . t 1 � w.. 1 i l l .r • . 1 i 4444 .i _ ' (' i .} t :1' 1 .J .. 'i .i 1 ( . t t .` ,i t . • a t �. y t . I IL • • 04/03/95 15:32 FAX 208 828 9359 McDonald's Corp. 0003 ' 03/28/95 11:50 , ACM Wt. Lt.UAL 44-, ,tA11LG MOIuV�iuuo • • TUKWILA CILIVERTOIND WASHINGTON 28710 Pacific Hwy. South Z/G 046400S, Film 41s.57 CYEISA I U • McDONALD'S CO1tPORA4ION, hereinafter "Owner ", is the owner of the improvements on leased land (legally described as Parcel 1 on Exhibit A , . attached. McDonald's Corporation also owns the adjacent property described as Parcel 2 in Exhibit B attached and owns the improvements thereon. For and in consideration of the City of Tukwila issuing a building permit for the construction of a Megaplayland on Parcel 1, the Owner hereby covenants that for as long as Parcel 1 is used for the operation of a McDonald's restaurant, Owner agrees that Parcel 2 shall be used for vehicular parking in connection with the operation of said McDonald's restaurant: . This covenant shall run with the land for as long as Parcel l is used for the operation of a McDonald's rests t, and is for the benefit of the general public k ECUTED this day of, • ,1995. • • McDONALD'S CORPORATION • t 1 By i • , i Assistant Vice President STATE OF , ) i COUNTY OF • ) i. I certify that I know or have satisfactory evidence that � _ is the person who appeared before Me, and said person acknowledged that he signed this instrument, on oath slated that he was authorized to execute the instrument and acknowledged it, as the of McDonald's Corporation to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument.' My Commission Expires: Notary Public Bate • • ' r ' . — • L: ... H ..,, ,.,, narcni n;«,,= 'r.V r : ^:,MY •u :.i.p k +Y = >.• nt}:;.. ,i,. ....w,.. d, ,_ ......._ ..... .................v.=,..- ,...... m^n+'�;�?�tr+irrtwxnrv.••: at WK , iR , ,JI G,TNdYk `AR.'Liiry.R!'d'rlL'itRCYStMt 04/03/95 15:32 FAX 206 828 9359 McDonald's Corp. [� 004 .'X13/$8/85 iL:50 ilci) xiE LhUAL -. »+ ZitAb1Lt 3004 uua • , r t Legal Description of McDonald's leafed premises: 1 • TEAT PORTION OF LOT 4 IN SLOCR,S OF THIRD . RD ADDITION TO ADAMS HOBS TRACTS. AS PER PLAT RECORDED VOLUME 13 OP PLATS. PAGE 17, RECORDS OF KING COUNTY.• . LYING EASTERLY OF STATE SIGAiIAY NO. 3 (PACIFIC HIGHWAY SOUT$) CONV8YED YO THE STATE OF WASHINGTON BY' DEED RECORDED UNDER RECORDING N0. 2014222t AND LOT A OF SHORT PLAT NO. 377015 ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 7707 80912: SITUATE IN THE COUNTY or RING, STATE OF WASHINGTON. See sketch on Exhibit C • . • • . i� I 1 . . • •• .. : , : , : .. . ' :•,, :: ,.' ..::, . , ',,, , ,. H : ... • 04/03/95 15:32 FAX 208 828 9359 McDonald's Corp. •,u3isaias 11:50 [0005 ff MCD R/E LEGAL ma y+ SEATTLE Q 004 /006 • I, . • 1 Legal DesetiptiOn of property cwnsd by McDonald ° s= . , • , • F • • . • PARCtTO i 1 Ilt:: rull:0112!IN:04L:W;M1:140(;r � d 14. ? li6©0lfDS ODD GZNOR1�lY'. • �N 10 SEC0�1� It11�0l� O �t6 L X10 . gist OP STATE ROAD 00• is AS SOOSSISt SliVATIS 111 lit COEp 'ZY OP XCINB. f s?ATh 0! 111181 11111110111. I • . I . 1 ! , i • • i i t . - • i '. . . • • 0 I 1 rr. ' • I !, 1 1 04/03/95 15:33 FAX 206 828 9359 McDonald's Corp. 0]006 • jaixts /t 1 ] : 50 MCD R/E LEGAL -6+4 SEATTLE 1 005/005 j f \-- %..A. •a• 15a- % ��4' 'Ct+ , . 1 # i .. V e • `e• l . ii t. ..1/00 . i A . AD •.....in ANNE., Ilr r '' I li \ • :v . di '� . 3 . f i S l -JO .,� • ra r% • _ ".t0 d _ . .8� J . i - , - N top 7 :- �. mow 1 • 0 r '• I U !1 ' 0 A 2 L•- , , . e • N Kit A Q� 4 : . — V � • ( 1 P. 4 I -7e `► ilc v® 19 it * \\ ug • • K i t, 02 3 : /4. /29 nl n '° 6,0470 % I 43 4 ,x , -..4 :...,y) S 154TH ST n 1 l : k - 5 4 * -sr 040.4,"6 POT 1 I �.avvr•v tt w "OCT 1 I •` j ��. . i 00/ 5 f ' -r .: i ., e This map does not purport to show ail highways roads or easements affecting said property; no liability is assn ed for variations in dimensions and locat: 1 Exitilinr C •:;..,,4'. ;.. 1. ., ,. .. nnv� s: ? 1 t t a - , t •. .xt i+, ' if 4:-.'4 i BhA4 2 4 'tl7{ {^..r sbc�s� ' ... .. , 4- L °.:R'.. t .: t ��n.: , v. .... +.•H ;.: eSxt h � .. .[4.s iym ��� . ' ��.at • st t { '71 t Y "17 � &i1 +'l FIELD REPORT NELSON- Project: Pacific Hwy McDonalds File No.: 158795 COUVRETTE & Owner: McDonalds Date: 9/7/95 ASSOCIATES, INC. Location: 15210 Pacific Hwy S., Tukwila. Report No.: 1 17311 135TH Ave. NE #A -500 Weather: Cloudy 60's Page: 1 of 1 Woodinville, WA 98072 Purpose (206)486 -1669 FAX 481 -2510 of Visit: Evaluate Footing Subgrade. By: MAS We visited the site on this date at the request of Ernie McKenzie of M.T. Larson to evaluate the footing subgrade for an addition to an existing McDonalds restaurant. We understand that the area of addition was previously a part of the parking lot and is being converted into a play area and seating area. The addition is a single story building built with spread footings and a slab -on- grade. The existing building is being expanded to the west and south around the south west corner. The footings for the addition have already been poured. The contractor was setting the forms for the columns at the time of our visit. A 1/2 foot thick layer of crushed rock was observed under the footings in the southwest corner of the addition, as shown on the attached plan. The native soil, at footing subgrade elevation, was observed to be a brown silty sand with gravel. This is interpreted to be weathered till soils. The footing subgrade was evaluated by probing with a 1/2" T -bar on all sides of the footings. Soil was explored under the crushed rock and found to be native and consistent with the soil for the rest of the foundation. Bearing soil for the footings was native soil and probed 1/2 to 2 inches. Provided that any slough or water loosened soils were removed from the prepared subgrade prior to pouring footings, it is our opinion, that the footing subgrade is suitable for the design bearing pressure of 2000 pounds per square foot. RECEW D NOV 15 1995 COMMUNITY Attachments: Site Plan Signed: 1/.4144 l� ,r- �}EV it/4r Sk6/ Distribution: Ernie McKenzie 1 .. it. OA 63 QC E • FF e J p1 L1' VoRIr' , . Ito"--? 60 ' -o - d,'-di b'-d 41.10 _ G' -6 ' 6 ,1 ,bit , Il -dl t F:) pY p. VE ir1' I ' r I • of 2NNEST I Nyt'I cur-06 II IrTil�i �, - Cti I LI r Its 5 FLAN , • ,� /' / 1N ,u5 ! ' 1.i ` ` °`' r ..,a . Hi • . . i 7 /l 0,..vr , sty / , . , / .) ,r PLAY • EA' ' /./..,, /. �' f // Crash k 1 °oC<< tfrieler r /., , 1A 813, , / ; /7 1 . 1 ,� •{ ,, df �r x: .., , 1 7 t ►r (� `� / / / ' j ' rvrific :I // / . // / / 7 //' ,/ / "'"-N — I — _........_ r .., . ,:„.„,,,,..„. IN , .. do . ......"—... I . 11 .., C:1 EXISTING McDONALD'S III IM 1 P , I w �, I grtfr ('VPV'Y ramFt1ENr ,Cii■ CV • 'I SEATING AREA © it >L 595 fr• 7 4 li . now Ml.h loos of lh. wall, 81111 pl...nl looallon, as J n.Id• II•. now pl.ypl..I, .pan., EnI.nd Ih• oold valor • h. .alalo.•of lh. I ulldlnp. V.Ilfy Illo lo.allon with • . N n 1 • ?xPi4Ntxi r ...7 aIIrcRINc`T �If}� f `1I 1. y I' F II°�Mr�I � IT�f_(� a � � .. \ I .7 %�y1 . �F• INA G• HfITli M. t l"1 N c) ) . \.g r 1131111 4 44 1 1 pri 1( l il e • f c.16' Rt 1/ l I5 ©i 15 1 tit Uu nitIL • FLOOR PLAN •.LEGEN - .. • ... • . GENERAL • NOTES: . LINts or 7X1 PAP/. aII. eorAP lJG J . I ' • • • :. • . RECEIVED . NOV 15 1995 COMMUNITY DEVELOPMENT . • ( ... NELSON— COUVRETTEE,ASSOC` S 20G4O1 231 A P.03 • n ,A • ,F .. .. - - -_.._ �` ._._.._..._ ..... _ .. , •� , .o 1 o �: e ' S 4 d.Cd/i Gg..10 I"t)r1 G y t6 8y c.'-on 64.10 �, v.....0 ' "'" f4 rj+tr is. tn , rr • t Na•l � - 4.4 - 1 , / — .M 8 '''. 2- . - . . - : ' A . , _4 a 11 i '''s I al. ea ,i' J. Pd d. 1 � ��, , 1 1 S ♦ e ,e • f '' .• !• ' • + U' " ,fi4t ,, h+" r t,l �Y �16i \ A' i 'r • � , + f, .... , . .. / / ,� + i '' C 4. te . � V e.i•.I , r f y . / .'• • ' /- / 1 4 ,, ,' � � ' / r .. . _ ... h...1 . "711 . p ..../ , ..• ,,.. ,.. , ,,.. , .... .....; ,.•'' . ii, o e LZ . / f' / 11114 - 1 41 ' PP.NIn I H IN `T w' v & XIS TING MC DONALD'S III �,r,,r4,,,lga„� ' +' .9 v ►!a(>r O . Pv Y GawPr - `° 1e • 1 • • 4 I AU SEATING AREA X11 l 'V 0950.. E'IJ - �" I C ' . u,•..,.a,.1 tti►nuntb..11sn, as • ,.,..., • � . �.,.ypi.,• sense. [.1.nd Ns s.h wan �. ,, • . -, • J„ •u..,pb Va0y a.. b.sa .4.11 _ . i,. - --- -•- __ ♦d _- seen se es._ I W, � �nta6 '� I .y t ' ; : t IN WI ,J!W�#�t 1 c[ 1• I , € . . IF PAt I _ a . t. 41 � , .1P' . 'V F-y a, l:9 rec h i MO'? `IS I A) I I . . C•, • F— c — = , FL OgIQZ FLAN CYeNER NO CEIVEC .. .... . ,. •,. 3rU0TIN4 P1stA!<ali� Va+•'� _ .-. J T i s _{ c p;i g ict{ • .. ! r ----7 T. I tS r l� l u S E P 0 8 1995 _ 20"d LZTZT£990 • zsu03 •uvs.ato WV LZ:0T 1dS g6 - 80 — daS �,WILA wQ s City o .Tukwila ... 0 2 FIRE DEPARTMENT -.i 444 Andover Park East 2 Tukwila, Washington 98188 -7661 (206) 575 -4404 • y908 • ' John W. Rants, Mayor May 11, 1995 Fire Department Review Control #B95 -0122 (511) Re: McDonald's - 15210 Pacific Highway South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1-6.9) 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 stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, �� ,��, "q Ls, City o Tukwila { > o '''s y J 444 FIRE Andover Park DEPARTMENT st Ea 0 Tukwila, Washington 98188 -7661 � N (206) 575 -4404 . f . John W. Rants Mayor Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 3304(b)) 1 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Exit doors from a group A, E or I occupancy having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) 3. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) Internally illuminated exit signs shall have both L ( Citila MFIRE DEPARTMENT -1 0 444 Andover Park East t , p Tukwila, Washington 98188 -7661 (206) 575 -4404 /908. John W. Rants, Mayor Page number 3 bulbs working at all times. (UBC 3314(c)) 4. Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. Such sign shall be maintained legible by the owner or the owner's authorized agent and shall indicate the number of occupants permitted for each room use. (UFC 25.114(a)) 5. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group d, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) 6. Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) 7. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1646. Local U.L. central station supervision is required. (City Ordinance #1646) Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: VMMIIIIMMINI „.. ` ,s, City or Tukwila c .. FIRE DEPARTMENT GI 444 Andover Park East Tukwila, Washington 98188 -7661 C . - ‘Z' (206) 575 -4404 . y908 • John W. Rants, Mayor Page number 4 closets, elevator shafts, top of stairwells, etc. (NFPA 72E, 2 -7.4) (UFC 10.501(a)) The installation of wiring and equipment shall be in accordance with NFPA 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 2 -1.4) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1646) (UFC 10.501(a)) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1646) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 8. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1646) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.302) � `• J sy City of Tukwila 0 1. FIRE DEPARTMENT W 44 4 Andover Park East 0 Tukwila, Washington 98188 -7661 N Z (206) 575 -4404 . John W. Rants, Mayor 1908' Page number 5 9. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 10. When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 42-B of The Uniform Building Code. (UBC 4204(a)) 11. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.301(a)) 12. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire. Prevention Bureau cc: T.F.D. file / 0/ S ncd .f Y or (It a .;'` s City of Tukwila Pre- Application Process '°' _ : MEETING ATTENDANCE RECORD • MOS City of Tukwila Department of Community Development - Building Division 6300 Southcenter Boulevard, #100 Phone: (206) 431 -3670 Tukwila, Washington 98188 Pre - Application PRE95 -005 Project: MCDONALDSADDITION File Number Meeting Date: MARCH Z 1995 Time: 2 :30 P.M Site 15210 PACIFIC HY S Address: Date Checklist MARCH 3, 1995 By: SYLVIA A. OSBY Mailed: CITY STAFF PRESENT DEPARTMENTS PHONE #'s NAMES /TITLES X Building 431 -3670 DUANE GRIFFIN, BUILDING OFFICIAL X Fire 575 -4404 MIKEALDERSON, FIRE MARSHALL X Planning 431 -3680 JOHNJIMERSON, ASSOCIATE PLANNER X Public Works 433 -0179 JOANNA SPENCER, DEVELOPMENT ENGINEER Parks & Rec 433 -1843 Police 433 -1804 Environmental 431 -3680 Permit Center 431 -3670 Other: APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: SCOTT HAAS Phone: 206 644 -4000 PERSON Company/Title: RUHL-PARR AND ASSOCIATES Street Address: 3625 132 AV SE, SUITE 100 City/State/Zip: BELLEVUE, WA 98006 OTHERS Name: Phone: PRESENT Company/Title: Street Address: City /State/Zip: Name: Phone: Company/Title: Street Address: City /State/Zip: Name: Phone: Company/Title: Street Address: City/State/Zip: Name: Phone: Company/Title: Street Address: City/State/Zip: Name: Phone: Company/Title: Street Address: City/State/Zip: PRE-APPL1CATCDN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431-3670 PRE - APPLICATION FILE NO PRE95 -005 . PROJECT: ' ' MCDONALD' S 'ADDITION MEETING DATE: 3 - - 95 TIME: 2:30 SITE ADDRESS: 15210 PACIFIC HY S ' The following comm.ents are based on Oreliniinary review. . Additional information may be needed: Other requirements /regulations may need t o be met. . BUILDING L?I VISION ( ' Q � • • I nL G -ti.�,s tom; ll 0.46p1-6, . . IX 1. Comply with the Uniform Building Code, 1991 Edition. , go 3.411 Q t 6 El 2. Comply with the Uniform Mechanical Code, 1991 Edition. /9 tL 1 3. Comply with the Washington State Energy Code, 1.99 - Second-Edition. -f ide -ette gy- ealeulatiegs. tv c: f g i f v e trcpi ck- o r (-see- att-aehed-fnrmat = &;clz., 4. Comply with Washington State Barrier Free Code, 1991 Edition. V 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: Z 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided oh the reverse of the application forms to verify that all the necessary materials and information has been supplied. M--- 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. [>—‹* 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part . , of the Building Permit application. N 10, Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. , 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered . retaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A `—" Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. . 2 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. I 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. ' 7 15. Demolition permits are required for removal of any existing buildings or structures. / I 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy I group). Z . 17. Obtain approvals and permits from outside agencies: El ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). V . FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. I I 19. Y 20. • f 1 ... Checklist prepared by (staff): :LLC12_. — ti-y) Date: 3A/ 35 PRE" L APP�.IICA`CI�N CHECK' IS1 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431 -3670 • PRE - APPLICATION FILE NO PRE95 -005.. PROJECT: MCDONALD'S ADDITION MEETING DATE: 3-2-95 TIME 2 :30 ` SITE ADDRESS. 15210 PACIFIC 1lY S �, '1. Ir a � 7 e Wowin comments. are based on a prelim nary -'' A nf b ddlilonallonbatldn.ma e•needed Other. ents /r. gu4atloris ;:�r Y. . ... -!� ,e �s y need . FIRE DEPARTMENT - Construction Information 02 t?'/ 4 1. The City of Tukwila has adopted t e 19.9 -- Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #1626) 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1646) 4. Automatic fire sprinklers, audible and visual devices, and a minimum of one pull station per floor are required for this project. Sprinkler system and fire alarm shall comply with N.F.P.A. #13, #72, and ADA requirements. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) 5. Maximum grade is 15% for all projects. 6. Hose stations are required. (City Ord. #1646) j 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) 154 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, loBC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) M 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require aturn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). 17. Ade uate fire flow availability will need to be demonstrated for t:.':: project. f � n 18. 0 2 S 7e0 j ej Ca e 200 64,07 &)/4-,0/ AA: ALL' S7,¢ /404 1.Uc7 0 13 N AlC1.7/0 7 fi'rt,L LA Checklist prepared by (staff): / , G �D�.c.S o� Date: .3h/c- ( PREINAPPLICATI&N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431 -3670 PRE-APPLICATION : FILE NO PRE9 -005 PR OJECT. ` ...McDONATD' S 'MEETING; DATE: 3 -2 -95 TIME: 2:30 : 'SITE ADDRESS: 1 5210 PACIFIC s Ti 'ti llathiing comments are bas f► on a prefltilln- revile Additional;informatlQnniay. be,needed. Other' equirements /reguletl4ns'may net fto be met. FIRE DEPARTMENT — Inspections ri 1. Overhead sprinkler piping a. Hydrostatic test d. Fire Dept. approved plans • b. Trip test e. Sprinkler head location and spacing c. Alarm system monitoring test f. Materials and test certificate ri 2. Underground tank a. Location e. Vent piping, swing joints, fill piping, discharge piping b. Distance between tanks f. Anchoring c. Distance to property line g. Hydrostatic test d. Depth of cover h. Separate Fire Dept. approved plans pg, 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans n 4. Hood and duct inspections a. Installation b. Trip test • ri 5. Spray Booth • a. Location b. Fire protection • c. Ventilation d. Permit 6. Flammable liquid room a. Location b. Fire protection • c. Permit 7. Rack storage a. Permit . b. Mechanical smoke removal c. Rack sprinklers d. Aisle width 8. Fire doors and fire dampers a. Installation b. Drop testing 9. Fire final e. Fire protection systems: a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes C. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers ire Extinguishers • n 10. Other: a. b. e. c. i. d. 0. • .Checklist prepared by (staff): '1 tee /7 Date: • PLI Al N CHECKLIST :,,� PIKE -AID C � � CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO PRE95 -005 PROJECT: MCDONAID'S ADDITION.: • MEETING DATE: 3 -2 -95. r TIMEj:30 SITE ADDRESS: 15210 PACIFIC HY S ; `t �:1'. %h ✓�. .'� � }• �` ', ��� '�� ',,. �`,�I. • fv 1 , 1 -� } . �. f e.f4<flauvin mrr�entsarebased O*49.0r`e/**Oy.revie04i3 6 ,;� ; r ; (•,• : ,�1 jo H; S, t .�, w . ��.g y� .. ; f.• �.. P. �, . ^ - ..�' . ' v. . ` • • i..•.:11 • r.r.�{,: • � ; �, _;, , , , 'Addl, lonal;irif9,_ : Neon- nay,, ,1 needed: Jdther; equlrerii' ants %regUtatlons 7,1WA V.10 he imp* 4 PARKS AND RECREATION DEPARTMENT • THE PARKS AND RECREATION DEPARTMENT HAS NO COMMENTS ON THIS PROJECT. • • • r - r • ' it CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Soulhcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431-3670 PRE - APPLICATION FILE NO PRE95 --005 PROJECT: ' .'�'11CDONALD'•5 ADDITION • MEETING DATE: 3 -2 -95 TIME:2:30 SITE ADDRESS: 15210 PACIFIC BY S 1 '! ;r " {i f u 1 �, r' �(+ v ;tttr r a .nr. t ltvtn+ t°ax m,., 1 •.rrr r. : e•• ., , n rr n•); {ryv� 99 y t�� y ] t INfitt:f, ! }T.1 >' �! 1 � � �, (�' i 1t °'� !:� %!i. ,',�J�t! $10,11,4r, � j{+(!rY!�� �� i �ftgGi�,.��� � Im 8 ��vl r� ri � t•�,�,+�5'lT1� �S[:�': ''•� ! !7'4�'tN; j: ANA . ,JJ.' r ri7 . A 4 # "it"' Vl1S�4r i 16 ✓ v 1A r r' al'! �J. +i,4r{u;. l ff � ti%!1.1:�� i r: r y rr JY •h:. .;:� ��' IN " ti��: �l4•`. �'. r r r t � j . ,�> .!r'.'tierire�qufrememtst �gu tfans�may<treed�o;be'mex M ;;��? � {j�; ^. .i���.l * n!1...�rYbSd 1 ?:✓.+; i.•73uM Zt LLry }pr NN nt!^.1T rub•. �•41 .. �LNht3r�•i:'!hr9N:J �Ila . n. J�.'•u �'•; .li,�..... .r'l. of •:Per r4 :/'i..arlir'r a]:...,• :.�: U1b�,..•.c.o +. .7��;.• �7i ..�:'. �I PLANNING DIVISION -- Land Use Information . iyi 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) I i 2. Obtain the following land use permits /approvals: Lat Coes,laoSa fro Boundary Line Adjustment () Rezone . ` (I Building Site Improvement Plan n Shoreline Management Permit i Comprehensive Plan Amendment ,, 0 Shoreline Management Permit Rev. Conditional Use Permit r j Short Subdivision Design Review ( ) Sign(s) in Design Review - Interurban (p Subdivision Environmental (SEPA) 0 Unclassified Use . : Planned Mixed Use Development CD Variance Planned Residential Development n Other: 3. Zoning designation: Site located in sensitive area? , Yes •-,<. No 4. Minimum setback requirements: Front: yU Side: j _ 0 Side: (0 Rear: /D . X 5. Maximum Building Height:_ 3S _ Height exception area? Yes }[ No X 6. Minimum, parking stalls required: ,.71/ f Handicap stalls required: X 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into i. compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. )4.. 8. Minimum landscaping required: Front: l(. Side: r Side: 5' Rear: e) 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All - landscape areas require a landscape irrigation system (Utility Permit Required). - 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans' which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. , 13. _ e f Mt4 - LC 'c/ii - 54/05 ,v■' /keraXT iJb cU?, 7r"M- ' i 1 4 . TV i ' Of . r i f t W A .- • J J ' b E L /Al it AITM ' e 'F E-) t5T /,cJ 51(N5 P i 15. 7YTEr2`L1 &v4.- 1 idieo ?OS' f0 5 (46v5 ,•E li-e`cifiT -m.:4 . . 16. --/Y Vx'u5 ,'`eq tit ,`tel fit/ pi, Pi oft 1 44, ; •'>r- p f si0F,. .4rAD . 1 I 17. t t GiIhtt 6 • 1H18. 19. i I 20. • Checklist prepared by (staff): -41 �".`�'z _____ `__,__ . Date: 3 ? 95' - • ',-•: PRE-APPLICATION CHECKLIST . . , .. • •..., CITY OF TUKWILA _____ DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Soulhcenter Boulevard, Tukwila, WA 9818.': BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431 -3670 • PRE- APPLICATION FILE ENO. PRE95 -005 • PROJECT: McnoNALD's .ADDITION ., . . MEETING DATE: 3 -95' • 'TIME: '2:30' SITE ADDRESS: `15210 PACIFIC' Ift s •` ' , i 1 ' , ;. s3'T1;el lloNi ri ri is a to bae n` "s oa;�' , relimina sevie�ni:, .. t , ,. : ;�J:? " ; f f cligd i1 x . 1000. * • • 'cvin a * •tieede�oi,.i 0 uirementsi0: ulati 1,14 reed. o•ri ' G , t ,:l :71.?" .. ? hr. .. �•� rr; > �. ! •r .. .. :r•. •� .rr 1. ...r•'n r ... POLICE DEPARTMENT CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Windows: Consideration should be given to providing hardened coverings (such as security film, etc.) for ground level windows where glass breakage would allow for .access to building interiors by burglars. ' 2. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business. 3. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding•correct hardware usage at 433 -1823. 4. Graffiti Prevention Program: It is important to win the war against the graffiti "artist" and keep your building attractive for customers. New non -stick anti - graffiti water - based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit 433- 1823. 5. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five(5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. 6. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. By providing sufficient lighting in the parking lot and around your building you will discourage burglars and vandals who don't like light, preferring the cover of darkness for their dirty work. Also the lighting will provide a legitimate sense of security for not only you, but your employees and customers. • Checklist prepared by T. Kilburg (242 -8084) 2/28/95 1 RE- M o RAT N CHECKLIST CITY OF TUKWILA FEB q 1995 DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER "i UKW1 RKS Telephone: (206) 431 -3670 . 1" s• °j x:• :yv" ;Sh4: E- AP.PLICA7ION'FILE NO: `PRE95: -O05 ::PROJECT: ' 'MCDONA n S . inrrxo�t < s. f:::, ,. '•:4:. •. by ••o �MEETING MR. ::S ,A R SS: Y 2 ,0` `PACIFIC BY S PUBLIC WORKS DEPARTMENT The following. comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be ;met. • • • • • • • • • • • • • • • PROJECT:McDONALD'S ADDITION addreis:15210 PACIFIC HWY S PW# 966 Date: . . ' ��,1 qr By: d 44A4e.: . Pre -Ap PRE95 -00 , SEPA .... Shortplt ..,... BLA Shoreline BAR ROW Vacation .... Permits REVIEW COMMENTS: availability letters: ... water ... sewer 1. Water ... Assessment ... Double Detector ... Fire Loop /Hydrant ... Proportionate Fair Share /No Protest water agreement 2. Sewer: SHOW EXIST. SEWER SYSTEM ... Proportionate Fair Share /No Protest sewer agreement XXX Grease interceptor designed to Uniform Plumbing Code apndx H 3. Surface Water: SHOW EXIST. STORM DRAIN SYSTEM AND HOW ROOF DRAINS WILL BE CONNECTED TO EXIST. SYSTEM ... Identify drain system condition for 1/4 mile downstream ... Design to KC Design Manual XXX Biofiltration or Coalescing Plate Separator(INCREASED TRAFFIC) ... Riverbank stabilztn• 4. Hydrolgcl /geotech• 5. Traffic: SHOW EXISTING AND INCREASED. XXX Trip generation & Distribution for AWDT, & AM, noon, PM peaks ... Channelization /access: XXX Frontal /Sidewalk:PROPORTIONATE FAIR SHARE FOR 8FT SDWK ON PACIFIC HWY S AND 5FT SDWK ON S 152 ST. (TMC11.64.020 rqmnt for: 25,000 ft, 25% of value, or $250,000) ... CBD Treeplan: ... Undergrounding: curb cut /access. 6. R /W- Easements: IDENTIFY EXIST. EASEMENTS (WHO /WHAT FOR) 7. Developer's Agreement° 8. Turnover. 9. Other• All macs & plans to use NGVD datum. • PERMITS TO BE OBTAINED: ... Water: ... H2O Meter - Exempt ... H2O Meter - Permanent ... H2O Meter (Temp) ... Landscape Irrigation ... Sewer: ... Side Sewer ... Sewer Main Ext (Private /Public) ... Metro Business Declaration Form ... Metro Discharge ... Land Altering: ... Drainage. ... FZC: floor elevation: :.. ... Street Use: ... Hauling: $2,000 bond, $1,000,000 ins., bus lic, route map, & $25 fee req'd. ... Oversize Load $5,000 bond, $1,000,000 ins., route map, & $25 fee required. ... PSAPCA (demolitions): ... ... .., .. .. ! � :'�r,� x., ,,,,., ":k:�.�4 � #�. :? i; � �. � �' lfi.' ?' h! A tJ.; tsPr, G„ t, t+: �^ °�y3Y- t�!1:�ttiZs r, ,, n,4. t3k'F ""F.�iTx` wt.n[TVr°r`trroo;rP „cen: JUN 16 '95 01 :15PM DEPT L &I P.1 Department of Labor & Indust” • . REGISTRATJN VERIFICATION Contractor Registration SectioL" ' PO Box 44450 Olympia WA 98504-4450 (206) 956 - 5226 SCAN 269.5226 �0 y.. FAX (206) 956 -5228 `To fie /`i /t P ..... r` »... /(J/ i�+�r� /IQ Olympia dq R' . cd n a � ; j i ' 0,(Kr7 roc �o�.z - , iiagiRtradan number /.. , �•� - ��,� x � Contractor: Yo r Corti i • t o ' - gistration will •• : the Olympia office and should be receiv- 2 to 3 wee . s, • eep this reco until • .: our Certificate of Re : • ation. ?Funk you F625. 036.000 registration verification 4-93 or( or .�a i (c 1993 p6RM ceasiA ' - : - * , - , -• • --- . , - - - GENERAL NOTES 4" I ALL WORK SHALL COMPLY WITH APPLICABLE CODES 12. IT SHALL BE THE RESPONSIBILITY OF Twe CONTRACTOR TO L 3 2 THE '' ''' -'' LOCATE ALL EXISTING UTILITIES WHETHEI‘ e4-1011.14 HERON OR '- . SHALL PE CCRTRACT°R AV RI5 RjECCKIRACTCCE '?"- .... 'f, '' ''' • ,. .- „, -. _,,, , - • ,. •,,,, ir eko oR ...i.„... ccrastAcy mop:51AL opERATING BuSINESS HoURS OF THE STORE. .- - -.. 4 ..,,,,,- VI 6 2. vERIFY ALL GRADES DIMENSIoNS AND ExISTING WORK THAT WILL REQUIRE INTERFa.1PTIONS OF orEstArictie , " - , - --, ' 4 - , 4 - ' - • - ,,, ,,,,, _ I CONACTOSHALL ir 1 UTILITIES OR OTHER FROPERTY oArtorset3 BY OPERATIONS _ - 3 TR'R CONSUL PLAN OF ALL TRAES c uG T S DoNjNTIoN aria THE EXECUTION oF THB w o,,,_ N SNALL BE C PERFORMED ATED O * A . ”- ' " - ,..` FOR PlIFING, CONDUITS, EQUIPMENT AND SHALL vERIFY m ,..,,,. e i.,,,. SEAL L ..... ALL ANTIIP VERTIM E REQUIRE D SHALL B E ': . ,' 7, :.. - _ ., , ' ;,,, "7 SIZE AND LOCATION OF OPENINGS THRU SLABS MD '-"" "r„.., ,,,...," - ,4 AL }N*74°R AND E ,,,,,,,,,, WERiaR . Ne ., N i t' L ,„" NcuED IN TkE EASE D. ,'; ' 'Lr' E' ' s' ''' ' -- ' ' ...' -; '''' ' ' ' WALLS WITH OTHER TRADES CONTRACTOR SHALL p " - ETAL ,-„ -- Ai4 ZRE CTISC pBoviDE AL "" e . : ,,,,,,,, cc ,'" -- • 7 ' 24. SHOULD A CONFLICT OF INFoRMATION EXIST IN THE c-ONST. c . ' -- --- ''' ' ' ''' ''' ' '' t Ina PROVIDE ACCESS DOORS, FURRING, WRBS ANCHORS, INBERre, fpoua.4 BuoKe AN, ,,,,,,,,,N,,,,, gu,,E WATERFROF eNcLoeusE. DOCUMENTS, THE CONTRACTOR SHALL STOP WORK IN THE riouNTED „ Ems. , ,,,,,,,, oN 0 f:›RAwiNG eur ,4 . ALL jelrAttltL L AN. AL ,AfiFr.E.,7,..pEr.r. • NOT A AN, coNTAcr THE ARCHITECT PLAYPLACE AEDDITON RIvEIRTON HEIGHTS, TUKWILA W4. • ON OTHERS SHALL BE RRNISI-ED COMPLETE. CONDITION AT ALL 25. JOSSITE SAFETY: THE ARCHITECIVENGINEER HAS NOT 1 w 4 CONTRACTOR SHALL VERIFY ALL ROUGH-N AND OTHER TINE ,,,..., BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN DIMENSIONS FOR EQUIPMENT FURNISHED BY HIMSELF OR ,. Av „ —_,- ..__._____ _ T ........ FL N,,, AND/OR ce,s ToR.. , r, MU SERVICES c REL R, A.27 , 14TO , • , ,,_...„. \ = S. BY OTHERS NOT ENS ED DIMIONS TAKE PRECEDENCE OVER SCALED " DC ' ALD'S ce "MAGER ___, DIMENSIONS 16. SEE KITCHEN ROLGH-IN PLANS FOR LOCATIONS OF Slums AND " T:E r C-04:4E.TC4:4:'454ECIUENC7-1°M Thie-Elr I YF k. .,_.... 1----...,..Lik., 1(:::::iN V 1\1 TAKING OF PERIODIC SITE vISITS BY THE ARCHITECT/ A REpETITIvE FEATURES ARE ORA. ONLY ONCE AND SHALL SLEE'ES BE COMPLETELY PROVIDED AS IF DRAILN IN FULL. IT NDITFY ALL TRADES AND r1c.DONALD'S CONSTRICTION ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF . ENGINEER NO MAKE HIM RESPONSIBLE FOR WOOD MET1BERS E NE I3EFORE POURING SLAEL ACTUAL CONSTRUCTION R RESS 1. FRAMING AIRE DTAILED I T BY . 3-1/2•, ETC. IS. ALL LEEvES S-1/2”, S TwRou GH FaNDATI ON WALL AN D SLA B TO B E FR°'4 s coN FE TRAcT P L Ac t4T E , coN TI4E PE°CM T , A , r ,, R ,T E , ''F ' occ„ SEALED WATF.R TIGHT. SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, 4=3 ,_.....„ S CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS • REQUIRED FOR EXECUTION CF ALL WORK. is. EXACT LOCATION OF SLEEVES FOR INCOMING SERVICES • TO BE vISITS, USE, tUORK, TRAVEL OR OCCUPANCY BY ANY PERSON. __ R-41 (E/15 f\G) 3532 S ===--, ,.. S. ALL WORK SHALL BE COMPLETED IN Ar E WITH DE'EC"NED Er SITE CCNDITCC*15- THE PIANLFACTURERE LATEST RECOMENDATIONS OR 20 REFER TO 8P-2 FOR ExACT DIMENSIONS CP CONCRETE DRNE 26 coNDITIONS OF USE, THESE DRAWINGS HAvE BEEN PREPARED 4 WRITTEN DIRECTIONS fF cONFLICTS ExIST, CONTACT THE "11-1R1.1 PAD. SOLELY FOR USE IN THE CONSTRUCTION OF A PROPOSF_D -:e CONSTRUCTION MANAGER FOR CLARIFICATIONS. 21 HAZARDOUS MATERIALS ARE FOIND TO EXIST ON THIS BUILDING LOC.ATED AT MP PACPIC 141118. 71141114,11A. THESE DRAWINGS SHALL NOT BE USED IN WHOLE OR IN PART, FOR '=--- — CIRCUMSTANCES .‘ 10. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS PROJECT. -. m C f NTRACT °R SHALL CEASE ALL ECM< FABRICATION OR CONSTRICTION AT ,ANY OTHER LO . CATION ':--- t , TO INSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT IATE LY y THE IN UJRITING I oF ThE WITHOUT THE WITTEN CONSENT OF THE ARCHITECT/ENGINEER ALL TIMES. ( \ _ W / 140s SO. -----. .._ c2-. IL IF REQUIRED, A CONSTRUCTION BARRICADE SHALL ESE 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY INSTALLED BY THE CONTRACTOR, PAINTF_D, DETAILED ALL SHORING, BRACING, OR OTHER TEMPORARY STRuC . • AND ILLUMINATED AS REQUIRED. NO SIGNS OTHER THAN TuRat SUPPORTS AS MAT BE REQUIRED AND SHALL - ALL THOSE AUTHORIZED BY THE CONSTRUCTION MANAGER WILL BEAR THE COSTS OF ANY ENGINEERING THAT MAY BY BY PEMIRTTED ON THIS BARRICADE. 1622 II DE9CMPTION REGISTERED 7 1:D4WING INE)EX S I T E tp A. k WASHINGTON SHINGTON _ CO COVER SHEET, GENERAL NOTES Al SITE PLAN (f) 2 iii . AIRC-41TECTUIRAL K „ 42 FLOOR PLAN 4 SCHEDULES A3 ELEVATIONS L tj g cc A4 WALL SECTIONS 4 DETAILS • AS WALL SECTIONS 4 DETAILS lin_ 6 g 8 wi - ,., 'qi g i , . :5 2 , 1 r z , 7,... .. - - - SEPARATE PERMIT , , REQUIRED FOR: / geMECHANICAL u , s • ELECTRICAL STIRLICTUIRAL 0 T LY 6 LUMBING i SI A J FOUNDATION PLAN 4 DETAILS li PIPING 52, ROOF FRAMING PLAN 4 DETAILS -4 CITY OF TUKWILA 53A FRAME ELEVATIONS 4 DETAILS BUILDING DIVISION So.5 4r44p...P1 1 FILE COPY L A I I 0 i understand that the Plan Check approvaln ore MECI-14NIC4L / ELECTfRICAL 0 p subject oe to errors and omissions and approval of i , VIC lans ds not authatas the ViOltdion of any MEI MECI-IANICAL, ELECTRICAL ROOF PLAN L Ct. adopted code or cabana Ressipt of contractors REFLECTED CEILING / LIGHTING PLAN copy of PI= , *- B ke,...-.4r -- _ Date 0 ;‘,76- i 9 Remit No. 95-0Iank SPECIFICATIONS SAl GENERAL CONDITIONS ILI z t ntr IA B UILDING ° t o RTEuVISIONILSDING DIVISION. SA2 SPECIFICATIONS NO CHANGES SHALL BE MADE TO 5A3 SPECIFICATIONS THE SCOPE OF WORK WITHOUT PRIOR ‚° 4 1 APP ROVAL OF 544 SPECIFICATIONS o_ L c b i NOTE REViSIONS WILL REQUIRE AND MAY INCLuDE AporrioNAL FLAN R= SAS SPECIFICATIONS W--_-, SAT SPECIFICATIONS C.) SAl SPECIFICATIONS CITY OF TUKWIIA 548 SPECIFICATIONS APPROVED 5,49 1-1,4NDICAF', FIRE DEPARTMENT, SECURITY, :4 i f 4 C1 1 JUN 0 9 199 4 ENERGY NOTES 6 iii I U . 13 4 AS NOTED 0 _1 t BUILDING DIVI I N , Itail_., ..... d 0 . cirrscma. _o_i 1 APP 259 5 1995 . PeRaom ,?, a .-.... PERMIT CENTER 7 _ (-_, i _ I I . lel 9 3 W ® 4 4 J 3 IL ' • �{ E O . , a _ . F1 LF9 VP' 0; , f M oll ' (o °OI+ ��r± 6 ' (o � —II 6 8 11 I' — W tirjzi- g • I ii FLAN 1 ;a i r ! r N . 0 CI ,.: - r` V ' 1. _ fl11 q� '> . - :c..; --...- '.',. 'r, .6,: - ; - ' • - ' . . - ..... : '' . :.,: - 4! I � . �xl NG et U • ' '.'''- ';:. . rite.2_ -- .,-:;- '.':-.-.- ----- . . , .,' ; ', - c _ . ; ; . ‘‘. - . - , . -1,, # ,; r '''''''; --- ' ' - —r ;*- 1-1 :S '-' ,. '' .*',*; --,-- -':'•7*-, • -- . - :r e.-.1. 3# } ���,, , ,' PLAYI A'REA �� ? om'n0`? 1 $13 102 A r x � � — ' W j J e = r3 = ;'; h ' �"'lp1 U�� PI t ".. - -. -. ., I j ' ,� , .' r c =p -.,3 li. fl� ` � ��.. 7� • F j ®i. ;; �° ,` . -, o- ' �... _ :-a-. ...Y- - 1�$s - . - Cf1 C ➢ . — ` m � { � . � � e EiaNrr o�l 0 Y A7 .� 4 , � Y -. -• (i) -''..,-/-. . e -- - % 4 -++ • s ' :Llr' I mo, r. M v m � s4 r,; � - __ - .0. p.Kif'IN4 �� - C ib�:.f?G .... f N Wes, "± Y aR t FORCES ` �� jjyy �� 14.__Hr 1`�F� rT '/ � q . t. , =. EXISTING McD • OFF$ET Th ULAR DCO ULta v % J . - ,:...,: v �� � ;, - (� s., $j)�£N „ACTUATIEN` - .. �” \ � I - "'- � TH DRAWINGS AS I NSTRUMENTS OF SERVICE ARE THE - "' '?• ' , _ : ''_" :' - , - - - - - MOO PFI CATION F OF U ANV A KI ND 8 T0 S THESE T DRAWINGS BY ANYONE - : - -�- � ,. - __ OTHER TAT HAN RUHL -PARR AND ASSOCIATES, P.S. SHALL RELIEVE ii g ,I R HL -PARR ANO ASSOCIATES, PS. OF ANY LIABILITY RESULTING - ; ' - ± : " - - -` - , ''tee s - / ROM THE USE OF THESE DRAWINGS FOR WHATEVER REASON. k ' . �I us PR.S:B !•IINGEa .: _ A ® SEATING AREA 1 Q , PUSH'PL�+� lPtll a; a[yfo iwwiib7S+itl uiss kf- oflliYvaff ": �° �- '-.; . ' ' ��� s " mt�fttl�YP -Jls " o i anbt8fp w '" t Vim l , R$ ,�n�Id r� . . _ 1..:::'1: e'; c � .< �a�sewhwPsb�4batd�n� J�!►+�n��RA•ra�`'I �� �: ,.' j N PUSEf a1DE , t „ . n e`ie tF r :. ex I � 7 � q ,.,-: M'fd' 9.. �.:'� .,� --' -� _ I - - N St - ® ' L EV£R J- IAND4E - � -'srkry - - 4 r DET£X aE t - -- ' - - ® ®!� r 9 y " 1 PRIUAGY \ . EXISTING . _ ± Ea> cdN6 . 846'11.,..--...' L oGC M t STO MER Imo" M 5 t� '1 2x85tut ; ' ; .. b�ArH£R$ y.: ® ' ` S �FF\fiC E:. .� �iR��1• _ 6 . i �� N H V�D q{11 p > t?k5 u 'X2' VYLRO "A1'IPl ' TAGiIL£ :k17. aKa - : : 8i`DflVINi r:: �j Y 1 Ii !iiii uga 4T t�tx✓ T o T �iKE PILL: I N S T> , ,_ .,,,__—...ry — . - p'U N ✓4� MI�IINf REV DATE DESCRIPTION o I• nIS�LAr r£Mr°E GLA Z�iI� � �( 1 kl 111♦ Hsi N � UFC ; caM k 11 f l'I - '-I L1 bV , I n _ ►7 TF Ppk,�'.f��')11A1ENT�J. ,yam, I, f,`. ;b� !6 Y , apt MANAGER Y IM S LI3 P EN9jOty � �'✓ "� P � � F es! C S O S�"��'.{{,��G'F/. t m n R � P � IN � W ( T �S M © 1.4 ,ION I ARCH ECT/ • TI: B G � ., MGt7 J4 -L , a>14- �l 'RV�T'K/N ^+ � • i ENGINEER p � DRAWN B DATE 16' /qS $S .' ACTED GOWG $I.00tC ::.:',.. I .. -' :,.. 1 TE CHE 4a C ED' ALtpzk'SASE `' .L" - - - CITY OF TUKWILA 1622 9 - 4 O E P`vIH'rl , ® ® E ' 4.. - APPROVED REGISTERED ' . r a 9 :e JUN U 9 1995 ` AS NUIED RRY A . UHi. �, - - E OF W A HINGTDN BUILDING DIVISIdr3 . _ . ,..:. „ .... -?Q ..- .. .. ,- _ GENERA, ARE TO �, - , i N c v E ♦ • t i r z c , EXTEftlOR DM'�191Ch1d CO e ' - .',>._ : , . , , . ; t .. .:.. . X — — — — — _ - _ LRES aTm PPL 81 IE CE aF STUD wa_LS ,..,; Ruhl'P 81 ASSOa►t¢S T Archhects Manners A Profewbn•i 5erv eorporal on '.' s, r , . - ' - ,., : .� Q r. .; '7,-' - : , .. u ' " .;i I 4 OTF�ta1REE I'IOTED. r •F: ,: , - ,, ,. . ;% ® . M TERIOR' DI A TO FACE OF U7,4LL STUD. BC ., r a T �� i f I r 2'l 644-coo " ; O , r" - O ' r > , B EE 6 TEF EI £CR t! 1,1 LlC IT .ETC: wss n IT Ave. s. s on• ao ' -,. , '. ,-r .- vAx l�oel ca lu Cillinilill , -. :. - •k' .,,; - - BY Bellevue, WA 900061399 a <; , , , � . ; , ; _ . : • _ X �':' 4: BEAT ING 'FLAN $1' OPER4TOR IN6T G.C a ., ; » T a . to is eerteoR M ee a si �: .:� .F, T a ,•, - • `.' ,,;`. � � -• � � :., 8 1•WrLL'B E MOI!!1TED� 6' B A . (aEE a BE FLOOR PLAN MO DRAWING NO x � � , , 3, 6 ' \ ' � .,� Z : � 'Q DRAWING TITLE , r . as 6 . 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T O "00SStl S tl d0 tld S H1 I r a f A NEW PLAY PLACE for; ■ MCD0 flaIds , 15210 PACIFIC: H.IAIX..:S; -11/ S.}, �lJK1l1� WA. N I sumo swine 0310N SV 5661 6 0 Nnr 1,1I\,4 01 SCl1AdN251'W a9NL 91- +IO W al- W I L L I �Iz -zirivi >42u.IZic iv HI - l btu a R Nllvi i of s c11-4142 2 01 1 -bIVi :ff'Jl f al- WAL -- NT1sf f f dW 01' ..1.0.1 f I� tl l su :k1+14?14V.� ]1 LSVB �n► IQI'l ill ff?- . ®1-1� J I zlo <71 2 mil , ik.L J' I�H I , Nt1ad - rMM � Its cILI f*lmfo' L 21691 } III iv 6I 1 N 11Ntd '1'�1N 'n� • t o - A�1a '11 Namil 0 i . ' `'f'VCt1d q�ZLI hM�il ar...h64 of Plaftyleell41 Wrry i atid3Zf 1W(d. .l_ Bii1K373 A MR. ' I , ? 1 t 641 LoGro *.44.1 5 ��v, �h� et. tpp� - • PY °141s15 CT' _) �t t/ottiFPiN - P f'+Kr tTE M ' ',.,:,:i-,','",;71P-7 a rr, It t.. - 0:1-i: ' 4 _, (i ( . x. e .. upt ..;g F ; ` .rte • =tr .. r - x' X4.1116.1 _ Cu u 645 17 1 a I 1 L p 141412 ^1 Gt,617 N FA4.0171z012 _ ' t y q j \ — vr flzaaLL l;x15'i'IN� M ' y 'in �/ 4 Pte u � M� — i 1-IN - 00 , �� 1 ' pwci , (I b rn' �� 1 1rIN� r' 4 5 f� Nta�N y _ i i / / �� 1 I2 r�ur� . r � �i � \ iii � a C i / h - : To 440fi} MUwON ' r I , ;, _yam — ; 1 : __ - -- v WP M III 0 ! xi t i I ; I�INg1N6f bf h1 /Ca1d1e N = I — � i , ;;;: hl INS — 1� I r o o;q�M >;� al o 4 I 1 1 �r , % e T . - 1 Of awl._ . 1.x! _` 3 , _2 GI,0A1z .G41z M To M, i+ - is ' - A ' 1 1 Not�i L, � # �/'4�44 - :�s45titl MU�aaN J.IN _ 01-erING� — ci N/ �,� _ ( Ct 1'I'3 ' ' I I �. = � . . HoFrF f:ELE iii�N U AST ELEVATION = -- _. OovriNe- �,N 44 ` q/' -.`C . _- J _ _.::: -.... ,-,--=,"-- J'- YO U �I�kl. g<}1t O twirl c.:21.-r,N ._ coNuatl ®N �rrtbH t � N` � '° C- \ 640 4 .v M l r �or - r�K - I ) OWN _ ; GI-1:z. c�bv�z I?�M �, , . , N M . cra1A•LIDS To g A ti . M I O IMETt ' e , f > ITZAOOlee49 gwM 1. , IN12914 I To t lr i II o CT K • a f I /// II; 1 _ \\ � - - r - 7 ) I / / I I \\ I QC t P \ � I a M . I a --a / i 1 I \ � I L L _ ,-_ -- - -•'- THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE ''r- ' M DPERTY OF OF ANY THES ATER, A INC. VISION OR %' /N� MODIFICAT ON F ANY AKIN D & THESE D WINGS BY ANYONE OTHER THAN RUHL -PARR AND ASSOCIATES PS SHALL RELIEVE RUHL PARR AND ASSOCIATES P OF ANY �d� I�Ci/ , . m , , � G}rr7 f- I I 1 1 1 I I =I I S. LIABILITY RESULTING �"".'1 ° I 1 FROM THE USE OF THESE DRAWINGS FOR WHATEVER REASON. UU SNWx I }. I aoF>:orD.4[Ma'c h y- > I > 1 � . � _ tN l�lUWoN. / \ - r ,,,s. ` ri N, Kea . ety o ' ,_ , '} I IC ith To Sf d1T.�1 ELEVATION' 4 1�f1N�t W GD , iracfi _ i_ � lo �, I I _fill' -e 144-* lt46r crf Ga m ION / hCl 1;+ CITY OF TWVNILA GoN��. ,, Fl�r?>=u rr I i' GI r-Rt? CA4- r1fs'i T - F`rIN- APPROVED /� 44„ 51erN • 41 - N o . . .., JUN 0 9 1995 n A 4- 10-95 *og-T 'I w,, [ I T7 CUB AS NO ED/ A a @ S'S-OS8 � (� AJ REV DATE DESCRIPTION PROJECT - - Lt�l:1 I - I BUILDING DIVIS MANAGER ✓ I 'I II' i ' +V . 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STEEL L coLu R 4_ I I L S I l IL -r - Ur F I - c. 3 - - - Gr p SHEETS ' I I I rill `O � I I a � � 0 � I ' 1' w a. W oN St -say •� J a d e E or GYP. SD I I L O 4,c coNTlNua�S I>d 3 EILw SILL . I I I 1° LNSULATED G j - (BASS a. II Alt S cORi. N o. rRAY1l. � d T vr.�l IN !I'� 4 �`-r1 INSL' 4 G IN ...- a ®: iI ' A II I7f�I IA N cT IA 1 4f.W . P. III _ • k W t hRTAL TO MATCH z 4 C g gl IMO PROW ® 61.181. PL W M toy woe, 11.4. r TA °/ WIT N r irL T10N _ �� r'-1 1111NpOW CORNER ` GOLV IN ! • [ I T1 -11 FLYW -5171Nor Ls •- STEEL TUBE GOLUI•N I 5 �iVl PPf'k�i , ' �'T� 0 (6EE - S SHEETS.` - _ I N u , � Ip `t `% ...M=, {L C.ONT. SEALANT 1 /2II a � - - I EACH SIDE 2/(0 STUD @ 11 0•G. t fir f�711N N (�M I Gf (11) Y G oM-yf • —Tiort I%Ah g Pi - sp,I b IN &I err I oN 1- - Tp r l m r 1z t f JIN s a fic i _ ((, 1151AN((r GdOR r, \ \ \ N F.Alvf IN 1.04 NItR �' s: \ \ - � ,, � �N r � IN W %� NrF -AWN r n.. fo MQIM \ \ I I 1 /rel l 1 /.1 . ON I` rINGF V1,41 v .......:........ -_ .._. BLOTTED CLIP ANGLE IINI��PI�' e re ? pM3aN M S 'J it L i I I 1 - 1 2-44,- .6 To r�M�IN � , > �1 D EIREAIG �' I. r —I METAL TO MATCH ..-�. Jr2,s 11 ° p� � M t E DOOee uv o FI A 1E \ r �' � -- r (3�1°glN at l l�ahG1 }ALp S 11-1-1 11-1-1 --'— — -* # LI T T � �� I PLYtl9. on ZAG FFN CENTEReD N COL \ /i. C IN, 7 ‘ 1 ' / MGR�II' I-p' • la• oe: w, R-.1°) � CoN N•N./a✓fiElz ING L . lDETUEEN . V!° GYP. SD. ON THE INTERIOR ' 4 tw. TRIM Wit . \ I.GCA - r1 0 1-1 "1 IT�CM 5 E , � 1 l:!,.. l:!,.. - N 4 s re21.-Glc9, (;-\ ' DOOR JAMB 0 COLUMN SIN 0 � ► 9 I ` ` , \ I 1/2° • 1.-r V A41 \; Iii • I 1 _ 7 EELu THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE T STEEL BE SEE PROPERTY COLI STRUCRAL hll1.tim � i,� �. ` f1 CORIAN SILL - . LINE Of GYP. 1 1111 4 - C3CI5TINGI MPN D OJ H GI' �D. 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' . il,.:7, , ' f -., .--.-•';'',.;,,-..,-:',.' ' ., ' ' , ',I ' . . ..." ,•.-',.:-.=,,.., ..,-.- - -,...,, ,,.-, - , ..-..,. . ..: .... .. . . . . . . ., . . srAt aac HVAC UNiT SCHEDULE --_- _ - _ YORE ROOFTOP COOLNG AND FEATRG 1.241Te SERIES ID D•OG 0N2002S1 -ort E RaTH ECONcricER MECHANICAL CONTRACTOR TO VERIFY ALL ToN coOLNG CAPACD1,11e0100 B7U -90 BIER FEATP CAPACrr 246 mew - 199% EFFic1ENG7 EQUIP SIZES AND REQUIR AIR FLOWS, D -3 EvAP.IeLowERN.IINAL CR / 4000 - focrENNAL 6TATlc,31• rioTOR HP3 - DRIYE TYPE. 2ELT DUCT AND GRILL SIZES, LOCATIONS, 'ME" NALLOAs" AMPS , n1Ca06R90/rmr3/29®(4649.0/3.) ` (1)4 GAS COM�EGTION IFP.T.A3,4' ° 3 VERTICAL HEIGHTS •ETC PRIOR TO ANY wRUE.aIILe6. ua�u�.t69L>s6 r. REFLECTED CEILING / LIGHTING PLAN EQUIPMENT OR DERIi�(G OR INSTAL NoTE, ALL of THE ASO„ETE DATA bBA6EDONGA6wT6 AND is W ® - . LAT1 ON _ TARN FROM Ti E na4JFAclu ER'9 SPECPTCATICN6 FOR 'HIGH NEAT. v • J . 1? r 14" — 1 t — _ Q II COORDINATE WITH McDONALD'S J 3 CONSTRUCTION :MANAGER. Q, E . u) ILL t u y W _ Z z ..; G1,1cr--P--r 4 C 0 FII n ) -4------- ___. I - . . OK1 ! ca. t EFE uJl1H 8 e lRaec M® III D - - BAO®RAFT DAMPER FLA cc E LA fIhY 1541- ,r It5 TIT �I L !- I II• X II ° ;DUCT FROM PAN -- Crf I i + £6444T CA6ILLE N CEILNG. - - .,'` ` m ft � - f � ` j NQ 11300c1Del PROGRA+'T1ABLE I- r i DOWN I TNEICIOBTAT ....4 NTEG!¢4,.- T1'S7PERATURE 1-Lf� AN V 6EINSORJ -FOR coNTRoL cg HvA c w,r a -3. — N _ • - -... Y C EARA Tic LoaaNG COV£1x -- - ✓2c - 'L 12 1_t+ OONTR�k - TOR TO'COMPLEIFYY TO 6 J- BO W �I PI . G PI P _ aa:6 FOR WTFI 6aeAP j� �Eb OF F�ERC .AB6 N81a T4ERY09TAT � � z iv N - r� I, Tf I BEEN pRovIDED M. NVAG PIDDD .AT1CAL PACKAGE ULNCF{ F190 G+-v M t4 . n .. 0 t ii i a 2 r ` � ■ I OF 3 TITUS "saw BLADE SUPPLY REGISTERS, E i O MODEL VCRS, WITH MODEL AG -39 -AA DAMPERS. U 1 ) - I WV LONG BY 16 NIGH DUCT CGTAEC.TIGN. Gtf�i I G°FP1 sFF°"'I'+I A _ PeETRaT� t> r EAC1a� a•ePac 1' I -OJl /1 coNtu (r JIM Jrc ' ,Ae GEiWI ,FAIN ro -t 15,..g O 5,611 ,d -dl 101-di Y ORK,a TON Nv WIT. - t ti 1 s�rA1� NTAgs. IgR ouT81 AIR 111 - MI _ _ .. :r r; MI IIIIII I • I /� �'2 I � 24" -- IX N RNa MBULAtIai ii PROVIDE ,•. M A F ■-VI Mora To G IT ( 1401-cote-t-1- G�7 ea-KT ('I'n' 1 I l (t` .. ») @ . . - ' TITUS MODEL 33R RETURN GRILL _ --- , - V1• : WITH BAR SPACRJG AND 38.: • . 5 z I DEPLEcrPION' 300 SERVICE THESE DRAWINGS AS INSTRUMENTS OF SERVI E ARE THE -- - r r - ! PROPERTY OF RUHL PARR 8 ASSOCIATES INC V IP L. i1oN 5 ri x 24 0 I . 6 0 , I TO 18'X29' • J - aC 1RMreIncN F! 6 H — 7,4 ♦ V \ I QC� ■ _1 OL.L. EXTERM I 1 }: ,=_ ,I•' ' NTER 4.4. NSULATION N ALL ` � � DUGTWORC ° _ IIG , 2 #12 To i MECHANICAL / ELECTRICAL ROOF PLAN 0 4oP -Ip °.P coo riy!c-2 #12 To 1 N e01 GI 12U)IT. I bLe' �`�I = I i OII A y 0 L I G T I N G E D U L E ,— I I — I 1 I `}110/45 1' -I=MIT 5PT L;N'IP N6 .. : TALLATICN .. 'MARL TYPE DPRf6ER LIGHT Flxr,a� — — REV DATE DESCRIPTION +1 W t1 ATPAGE ORD¢NO.: CEILRYa h1dNaJG T LCCATIGN SPECIFICATICN6 _ PROJECT ,S MANAGER Y+ LLIoK Lic — — I ENG NEER t 2 3 2327$/41ceK gK 5 4KFAGE pI JYPI LCE SEE ♦Jaf6 NF1 aEloty DRAWN BY WE li / , 5 ` ___ _ _ _____ — o CHECKED BY DATE • NOTES:. 2. Ecffr QOLGR - 6P ,t.: FTJiCRE6cFNr wag FixiLRE P 'WiCE 6PECFIraTTCN. -, 3- PTE LIGHPPY: eEW@,TY LIGHTNG , , . ', MECHANICAL NOTES: ELEOTRICAL coinaa,'croR mar e LEcT LIGHT FlXTIAEC Ate (ow) WEE 'NW FLAW rsETna, Pc LalaiG I�aTtR �Ht6 L Y HVAG E(�UIFi 1ENT MUST BE Ok'DERED BY CONTAGTINCs JEFF NIEMAN OR A. 6Her etTAL awu fee rnarsT n GAr� A EFL I DICK' HORcwERDMG AT:B�! R5 -96 75 (EXCEPT ILLINOIS) ua�te PArHrm. DENarE6 FpCRaiG: 106/279 -0050 (IN ILLINOIS) , PLASTIC Lr.S' e8 eElk1L m preessA1IC A DENOTES NIGHT l iT - CFAX%708/833 -3113 RECENED KWILA AII PATIERi. R ••. OF TU a BAi.LAeTE, &P. 1 aE, 2l* DENarE6 cnaaur H 2. YORK HYAC !INSTALLED FUR TIKE WITH: CITY I ,:, - FACTORY INSTALLED ELECTRICAL DISCONNECT • ADVANC 4. FI SI NIG ® - L D DISCHARGE T R A IOS TTAT i r coM 8soFe LLOCK MEDIA APR 2 5 1995 ("HIGH NEAT ", DINING AREA UNITS ONLY) PERMIT CENTER - GAS SHUT -OFF VALVE AND ENTRY PIPING (GAS 1-EAT UNITS ONLY) GENERAL NOTES= 1°MERI_'•ENC /EXIT . 3. CONDENSATE DRAIN TRAP FOR HVAC UNITS TO BE FURNISHED BY YORK AND INSTALLED BY PLUMBING CONTRACTOR 1 621 L EL CCNIRACTCR SHALL F,ELD NEtF�Y ALL loci LION: IJTHCHIA MODEL neu�eL ITTPE !U OR (( ON) �r GROImr 4 . INSTALLING' MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ASSEMBLING AND t'BCTU�.De'Eti61CNS WOW CN..II#S PLAN TO:.YE77EY THAT rt6WIff1. (I�D.L dau. oft CGO rlGlailFD.,' :' /� ��' ■PluaHING INSTALLING ECONOMIZER AND FIXED OUTDOOR AIR HOODS AND CON GAS UNITS) Ruhl•Parr &Associate s . Architects Planners A Professional Service cornor ' " 3/4° CONDUIT TO , .,uo° TNESe TNxna ,,,,J Nor meniciz cR carticr ani 11.1E J n Mir..." LI.41, LriHCMA T EE_ ELM -2 aw.L"'KM' . ' ' _ INSTALLING COMBUSTION AIR INLET 4 OUTLET HOODS. .,; u DRRC 'J}is OtHER.6. F A ICET•A1iLE Aa El.AWIIII cEILPG t•IWITED ; . C i U THERMOSTAT ON WALL. BY H GREY ® VAC ' �' *� CFE «w 7RADE COA4TR4.CTCR P16C SETAE ; Af-EDIIS ATELY - . B . ELECTRICAL AND PLUMBNGa CONTRACTORS TO PROVIDE A WATERTIGHT SEAL RAI WA )8005 ",399 rnx lu liznd Ave s E s e Ia, zorn 1.,44 4 xn SU PPL I GABLE ER FU 1 AROUND ALL CONDUITS AND PIPES PENETRATING BASE PAN AND EXTERIOR Bellevue WA Eli 4II, PRGEFT TFE GETTFAl. CQNTRACTOR P-�ORE THE 4 !LI Q,¢IC• cx PIRDGI Mt'WDLE T1ER•,O6TA ATD - T J STALLATICN CF eucH FIKILRE(61 " .p1E R 6EN6CF6 r Ie )aT M A CQCOJT, IRE A„. T8 SHALL CONDUIT PANELb OF HVAC UNITS. >9E Rai TD TIE IDDERBIGE eF TFE RpL7 DECTG. NGI E �. ; ICJ 6. SEE YORK INSTALLATION INSTRUCTIONS FOR EXACT LOCATIONS OF CONTROL M E T All EMT SKiN6 AND I7E,0.iETGY Liana TO aiE 1R LLIRlYa '6NaAD SE ttGItIED o ER STRAP WIRING. POILER WIRING AND GAS PIPING STUB - UPS TO HVAC UNITS. 2. CO DRAWING TITLE -RAW: -N- c1RCUrT RJ .ROR aARTALL LOCK CH c1ReuiT CREA RER ! DAU.LARTR,.PQIER GDR OR IN A ccNou L - - MECHANICAL !ELECTRICAL pp �� {{.... �re w L ° a am aoiu ¢ 6 GALL TAAE A6cALaiT,�a+cetNDle� y I ELECTRICL NOTES ROOF PLAN W C ONDUIT REFLECTED CEILING / r•Y_'LtIDE ALL CGRTR INTO B.4eE FED. T A/ IC THEN N J -BOx IN ' _ LIGHTING PLAN 3 -1 JNE4T�, FECITaffiR Arm Lat•P6 MADE B®4 cHO6i?i TO. F!' 11-E WE � ER U • Cfi LED 'OR (HERE ALL u !9l' lO TH\N ATTIC THEN -TO "PP PANEL. _ I. ALL GAS AND ELECTRICAL S44 UNITS ARE PHASE ITO MAIN WITH A DISCONNECT SWITCH. ADRREYG P OLIRE @E R F cai6ERVAT1a4 R E TwirAei R li e L I c co,,Eu wu. ,,E e T 1 ' JR Hai. a. To YORK H VAC UNIT 1 TT. Lk3„t Poc,t,R°..5. '`R, b NOT AccE EPAELB, WITH CURB AND / BOTTOM PANEL : OF HvAC UNIT (TYPICAL) ELECTRICAL CONTRACTOR SHALL WIRE 3 PHASE TO MAIN LUGS. AcEcua.TE LEVEL GP R_IJPRUITICK LN•Y 61ECF1c ECONOMIZER HOOD s/ JJ�� / 1� � T • t � ' !DETAIL er RT DE 67R,C,L LLOd B ST BHA RA A., DEMAT1a1 F,x . ECONOMIZER - - N \ C• JR'OUN j. I I YID . 2 DISCONNECT AND J PRMVIDED1 AND MOUntJ R INSIDE MOTOR CC P ANM - NT BY MANUFACTUR=R JOB NUMBER 6PBCAICATICHS M 1.i.. ED N partN3 DT _ _.. - CO NDUI CAL CONTRACTOR T AT ON CF SHALL TUB -UP THR I N LI RACEWAY IN CURB AND FAN TO ELIMINATE 94 - PRINT DATE ' - ,....... _ NO SCALE CONDUIT PENETRATION OF ROOFING. __ . - ,W.' - : - j .. s ' 1 DIVISION I - INSTRUCTIONS TO CONTRACTOR _ DIVISION 1 - GENERAL CONDITIONS GC -7 . SUPERVISION: - DIVISION 1 - SPECIAL CONDITIONS A. The : Contractor shall give personal supervision to the work, using his best skill IC -I. CONTRACTOR'S OBLIGATION: GC -1 McDonald's Co r oration or any of its s, subsidiarie is hereinafter refered to as and - .attention, and shall keep competent Foreman and necessary assistants SC -I INSTALLATION BY CONTRACTOR OF EQUIPMENT FURNISHED BY OWNER: "McDonald's" whose home address is McDonold's Corporation, Kroc Drive, Oak Brook, .constantly on the jobsite. The - Foreman shall be the personal representative of p p unloatlin A. To Meet Contract Requirements; Illinois 60521. - the Contractor and all directions given by him shall be as binding as if given A. The Cont is ri for c tin g g, et orin handlin a I. The Co Is cautioned to familiarize himself with all of the by the Contractor. Communication delivered to She Foreman by McDonald's Project installing In ractor c onsiance wble ith locaal c otles and , normal q u ar antees of the followind n documents of the Contract for the successful Contractor shall comply GC-2 PLANS AND SPECIFICATIONS Manager shall be as binding as if delivered to the Contractor. with them In full. items: A...' These s ecifications and the act I. Ventilating fan units and related materials. p wor _Th dr in end Intended. to er and B. ot Instru shall carefully study .and compare all drawings, specifications. 2.. No claims on ter award of mistakes or omissions in The bids will De provide for a finished either of work. s binding ore ndin intended to de cooperative ave 4.t and :.:other. Instructions. Where shed, fon a governed l by existing conditions or by 2. su p co by other than and installed by The K.E.S.) If counter top is considered after award of Contract. what is coiled for by - ei Ther shall be as.. bintling as if called for by both. The ... conditions air eady established, Contractor shall take actual measurements himself supplied by other n K.E.S., General Contractor is to Install. zz 3. This specification and an in tlrawin s must not be separated Contractor shall understand that the work herein described shall be complete In and shot, :report. in writing To The McDonald's Project Manager, for explanation or 3. Heating and air conditioning equipment and related materials. O in a ny manner by anyone foranyYrecson. The owner and the architect every detail, not withstanding every item necessarily Involved Is not specifically . adustment;.. an errors,. diso regiments or inconsistencies in the drawings and mentioned, and the Contractor will be held to provide all labor. and neterlale 1 Y 9 9 4. Freezer /cooler (supplied and Installed by K.E.S.). LL disclaim any responai bility. for assumptions made by the General p apecl fl datlonsor figured dimensions o4 the drawings which may exist . or appear to Contractor or an Subcontractor who does not receive a complete set necessary for the entire completion of the work intended To be desired, and shall :exists' before proceeding to execute that part of the work affected. Thereby, this 5. Contractor is to be responsible for seating /decor unloading, inspection for a UUU y not avail himself of an manifestly unintentlonolerror or emission should such fi el dverif verification shall be done within ten days of. the receipt of the drawings, g 9 equipment 9 . damage, and acceptance of seatin a ui t If Installation has been o reed Y : - 4. Contractor shall state in bid proposal the amount to added o exist. Should any error or inconsistency appear In the drawings or specifications,. specifications and instructions: Failure to do so shall constitute a waiver of all in writing by our Licensee. p D the Contractor, before proceeding with the work,. shall make mention of the some right to or claim for extra work on such account.. 6. Power /control outlet boxes. Z _ II deducted from the base bid for each of the olterna4es if accepted by to McDonald's Project Manager in writing for proper adjustment,. and In no case O of both specifications and drawings. Y _ owner. It Is the responsibility of the contractor . to make certain his shall he proceed with the work in uncertainty. : - 7. Furnish and install roof mounted refrigeration compressor curb where shown C. No deviation from specifications, drawings or instructions shall be made without subcontractors understood the scope of each alternate and to assemble on the plans. F m var.lous omissions, substitutions and additions Tn such manner that the B. Titles to chapters and paragraphs In these Specifications are indicated merely for. written authorization by The McDonald's Project Manager. Y addition for each alternate takes Into account all items affec convenience and shall not be construed as a correct or complete se anion of the MANAGER'S SC -2 EQUIPMENT FURNISHED AND INSTALLED UNDER SEPARATE CONTRACTS: including additional work in one trade necessary by additfona, several unit s of materials and labor. N P o responsibility, segregation either direct or implied, 'A GC-B PRO JECT _ 6 deductions or substitutions . in another. No consideration will be given is assumed D McDonald s for omissions or du lications b the Contractor or.his Manager shall have supervision A. The sign contract is awarded by McDonald's Corporate Office in Oak Brook to a sign 1- 1 He I Project McDonald's Corporation and direction of the work to any claim for extra money arising from Contractor's failure to ed error in siren Subcontractors, due to real or pile event of in These tho7extdnb manufacturer. The cost of this contract will be borne by the Operator. The sign yil properly exercise his resposlbillty. Specifications. provide 9 9 He s Provided agent of the Owner, in the Contract. When, i n, i ns Ip's Cor portt, n special InaToncea he s a h is a uthorized by the manufacturer w1 9 . 1 select a Ioca1 si n contractor who, after securin the s 9^ - e Owner to so act, and in such Instances he shall, upon .request, show Contractor permit, will receive and install the following: r B. Mass Purchasing... C. It shall be the duty of The Contractor to verify all dimensions given on the drawings :.written authority. He has authori ty to stop the work whenever in his opinion I. Light beams on the roof and final connections to power wiring provided tletl for 4 Buying power. This is the foundation that mass purchasing is built upon, which an0 to report any errors or inconsistencies to the McDonald's Project Manager suh stoppa may be necessary to Insure the proper execution of the under the electrical subcontract. Is why management at McDonald's has established a mass purchasing p 9 before commencing the work. In submitting a proposal,. it will be construed by Contract . designed to substantially reduce development and owner /operator costs without McDonald's that the bidder has examined and familiarized himself with B the site and 2. Construct foundation with anchor bolts as detailed in drawings provided by compromising product quality antl value to the customer.- has carefully checked all the details and assured himself That they conform In every 8. The McDonald's Project Manager shall within reasonable time make decisions on the sign manufacturer for freestanding main road sign. t computer respect with both local. and state requirements. Ignorance or failure on the part .. of all-points orought up. by the Contractor on matters relating to the 3. Haunt the road sign on the anchor bolts provided in the fondation and connect By leveraging our buying power with national supplier accounts, using comp -, the Contractor or Subcontractor to examine or familiarize Themselves with the site infer f ati f school ogy to enhance procedures and accuracy, standardizing building plans re on of the plane, the specifications, and the execution and progress electric service to the sign.• The General Contractor is to provide necessary pied assn excuse for. claims fo extra add ill anal nt will not be acG: a or a p throughout all regions and repositioning existing stores through remodels - contract price. p p Y above of the work. conduit and pull all wiring, leaving 3 foot pigtail " from building panel to sign location. and relocations, McDonald's mass purchasing program will give McDonald's and our operators a dominant financial advantage over any and all competitors. - D. McDonald's Project Manager shall within a reasonable time make decisions on all GC -9 USE OF PREMISES BY THE OWNER AND THE CONTRACTOR: 4. The "entrance% "exit% "drive -thru menu display board" and "speaker post" Q Following is o list of our current approved suppliers, their contact persons, points brought up by the Contractor, on matters relating to the interpretation of A. The Contractor shall confine his apparatus. aratus. the storage of materials and the signs are to be Installed on foundation provided by General Contractor with p their hone numbers. Consult wi -ih McDonald s project P P progress ectrmana manager to verify that the the Ions, the specifications 'cations and the execution, and the ro rasa of the work. on of his workmen to limits indicated by law, ordinances, permits and anchor bolts, conduit and wire pulled from panel and located os per plot plan. following suppliers list is up to date. shall ti - operation :. 5. Install The flagpoles on foundations provided by the General Contractor with all not encumber the premises with his materials. IIICCC E. Should any dispute arise os to the. quality or fitness. of materials or workmanship anchor bolts supplied by sign manufacturer. Mc or Donald s P fitter Qret t M of onag the er and s plans anhatl ll ased specbe bificatioon ns he the requci deiion t: al that ll wo shl a ar wi re rth k 8. Thoaded w e Contract ith o we s ha ht ll not t will load, nor ang perm iit ts a part . of the structure to ba 6. Install the McDonald's wall logos. r l a end safety ACOUSTICAL CORIAN done and all materials furnished shall be in strict accordance with the pions and fg tha 7. Install the McDonald's roof sign on brackets provided by General Contractor. rmsfron •World Industries - DuPont Polymers specifications and what Is usual, cUstorry, and standord practice in erecting.... C. All material'. on. The job shall be stored and hondled so as to preclude the B. The food service equipment, including refrigeration and soda system contracts are A gg P Yi buildings of type. a buildif similar t inclusion of any foreign material. In the work, and to prevent damage from the awarded by McDonald' s Corporate office In Oak Brook. The cost of these contracts Elk ,25 l 752ve Village N.W. Point ag , I Boulevard, Suite 575 WL 60007 Wilmington, ton, DE Building 19898 - N7541 -II weather or the ground. will be borne _b by the operotor. This equipment will be delivered for installation . - - Fox: 7 2 -5371 800-833-0150/I.D. No. 82 F. Where necessary for field work, or - proper interpretation with . the. general plane and only at the authorization of a McDonald's Project Manager. Fax: 708 -981 -9303 302- 774 -8313 4 -8313 d ice ons, the Contractor a submit with c promptness tness -i cause no '. D. McDonald's may, prior to the completion of the building, store goods and 4 6 delay in his or any other Contractor's 's work, three coo pies of amplified Kathy 9 Lawson or schedules approval of. McDonald e0 details and otherwise occupy ony..porTlon thereof, .which is structurally safe to occupy, and I. The unloading and installation of these food service equipment items era the Attn: Kathy Attn: Diane Si cart Fax: 800-635-9he delay dul for the a s Pro Manager and .shall. furnish the three McDonald's . responelbi11f y of the manufacturers. Customer Service Rep. ee 1 9 the . o delay occupation of which will not substantially interfere with, increase the cost Project. Manage th copi o the final details; one to De returned to the af , ., or the work of the Contractor. 2. General Contractor to unload outside freezer when it arrives at the site. - Y. Contractor approved and two to remain in the Project Manager's files. DOOR /FRAMFfHARDWARF, DUCT PACKAGES E. But no such occupation or use shall take place until the Contractor has given C. Decor: The decor Contract shall be awarded separately by the Owner. The General G. Figured dimensions a detailed drawings shall befollowed In preference to scaled .his authorization setting forth the portions to be used; and the conditions of Contractor shall coordinate his work and leave conditions and surfaces Universal Manufacturing Johnson Supply 9 P read to receive such items to be installed b the decor Contractor. 1316 Farmvi Ile Road 10141 Stella Link measurements. In case of any doubt on the part of the Contractor as To the exact such occupancy, :. and that McDonald's shall assume all responsibility for damage Y y Memphis, TN 38122 Houston, TX 77025 - meaning of the drawings and these specifications, he shall apply to McDonald's to the building resulting therefrom. 80D -821 -1414 713 -661 -6666 Project Manager for an interpretation before proceeding with. his work. SC -3 KITCHEN EQUIPMENT INSTALLATION: Fox: 901- 324 -7115 Fax: 713 -661 -3684 t nt F• Construction personnel may park on the site within the construction limits A. Construction of buldng must be completed by Contractor and authorization must be Attn: Ted Tummlns or Attn: Keith Baker H. Should discrepancies appear among the contrac datums s, the Co ntractor -shall subject to Contractor's restrictions fit . Imposed to meet safety requirements and Issued b y the representative of McDonald's Construction Department 7 y Cindy Johnson : request an interpretation from the McDonald's Project Manager before proceeding avoid interference with the progress of the work. p ar i utho to sur be mo au F o i with thework. If the contractor fails to make such request, no excuse will of kitchen. equipment before this equipment is moved into building. FI FCTRICAI MATFRIAI FXTFRIOR IIGHTI Nt+ hereafter be entertained for failure to carry out work In the required manner or GC -10 SEPARATE CONTRACTS: ® 9 ry F9 provide required guarantees, warranties, or bonds. Should conflict occur. in or SC -4 TEMPORARY UTILITIES: _ Royal Wholesale _ Security Lighting Systems between drawings and specifications, Contractor Is deemed to have estimated on A. McDonald's. reserves the .right to do any part of the work as they deem A. Contractor shall arrangements tor, antl furnish at his own expense, all water, 100 Dermody Way .3477 West Touhy Avenue better quality and tarter quantity of work, unless he shall have requested and • necessary, and to let other contracts in connection with the work. The gas and or electricity she eke a lighting and power. Sparks, NV 89431 Licolnwood, IL 60645 obtained written decision from the McDonald's Project Manager C before submission Contractor. shell afford other Contractors full opportunity for the installation la!; 11 : 800- 234 -2632 800-544-4848 of bid as to which method or materials will be required.. of equipment and storage of their material, and the execution of their work, B. The Contractor shall terminate his responsibility as to utility charges five 87a11§ Q 702 - 359 -8330 Attn: Steve Friedman - and shall..: properly connect and coordinate his work with theirs so that there will - Fax: 702 - 359 -4377 Secretary: Lynda Peterson 1: The most recent edition of the McDonald's site details and specifications era to be • beno Interference or delay inany matter with the work of the Owner or of working days after the arrival of the kitchen equipment. d 777��� Attn: Nick Nichols considered .part of this contract. It is the Contractor's responsibility to obtain other Contractors. 1. The Contractor shall hove the meters read by the utility companies as of n j s , 4 CC a copy of The Mc0onald's site details and specifications from the McDonald's i 'lla F.R.P. H.V,A.C. Regional Construction Department. GC -II TEMPORARY SHEDS: that date and pay all applicable billings for sane. ' �.L '� Q Mari n e York Internal Corporation 2. If the utility companies are unable to provide a meter reeding as of the 202 Har er Street - 450 West Wri hiwood Avenue GC -2 PLANS AND SPECIFICATIONS A. Contractor shall of his own expense provide such temporary trailers, offices, total utility billing during the time of construction will be pro -rated P.O. Box 250 Elmhurst, ILg60126 g y p with the Contractor paying up to the above mentioned period of days and and sheds for storing of cement, tools, etc., with necessary telephones, heat, Dover, OH 44622 800- 775 -YORK (9675) A. Unless otherwise stipulated, the Contractor sh p rovid e and pa f or a l l m etc. all of which are to be removed by him af: the completion of the job. the McDonald's Licensee assuring all payment after that date. — 3 J 216- 364 -7561 Fax: 708 - 833 -3113 labor, w afer, tools, e li 4 and power, tranapo r i on a ntl oc f necessary for the execution of the work. SC -5 OCCUPANCY PERMIT: e Z Fax: 216- 343 -7296 Attn: Dick Nieman or Y GC -12 TEMPORARY TOILET FACILITIES: fl 'i C L 2 y $ B. Unless otherwise s Attn: Carol Bet the Jeff Ni alien specified, all materials shall be new and both workmonshl and A. The Contractor shall obtain an occupancy permit and deliver the sane SC _ 3 Z p P A. 'As conditions require, and. in accordance with state and local regulation, the }o the McDanal d at the completion on of the work. dt �' d�O LUMBER /DRYWAII Plumbing Supplies materials shall be the best of these respective kinds. The Contractor shall, If • Contractor at his own expense shall Install temporary toilet facilities for the - E }„ Payless Cas hways Ferguson Enterprises Two Pershing Square Distribution Drive required, furnish satisfactory evidence as To the kind and quality of materials. use of his employees. These toilet facilities must be placed at suitable points, I. Obtain and submit operating certificates, final inspection /test [[ 6 Belt completion against weather, ionof maintained removed from theopremisesf acted, and of unrestricted use imtheawork releases andaccess enabling to services antl l utilities. j n9 ~ P.O. Box 419466 Beltsville, MD 20705 C. Only skilled, thoroughly trained antl experienced foremen and workmen shall beP j - ® p Y z g fA Kansas City MO 64141 -0466 301- 937 -9560 employed on the work, and when required b McDonald's, the Contractor shall o y U 4 a ! 1 1 Y 2 800 - 548 -3826 Fax: 301- 937 -2277 r R y ld' GC -13 TEMPORARY ELECTRICAL SERVICES: 2. Make final than eover of locks and turn over ke s to Owner. ■ 0 Attn: Dan White Pa A er: J 301 -403 -5704 hn Randolph discharge and shall not re- employ on the work, any person who commits. trespass, l Q 9 or who is in the opinion of Mc disorderly, dangerous, insubordinate, A. The .Project Manager shall have general supervision and direction of the work SC -6 STRUCTURAL CALCULATION ! f Z ttn: o incompetent, or otherwise objectionable, nor shat he employ any person who has He Is the agent of the Owner, McDonald's Corporation, only to the7extent i l 6 been discharged by another Contractor upon the order of McDonald's Project provided in the Contract. When, In special Instances he is authorized by the A, Structural design calculations are available from the McDonald's Project 2 Y F pt Manager. - Owner to. so act, and in such Instances he shall, upon request, show Contractor Manager for each speelite buildingg � type. These calculations are based O ROOFING _Sealing written authority. He has authority to stop the work whenever in his opinion on 1991 UNIFORM BUILDING CODE (UBC). U li W A.B.C. oatl Su eet Inc. J.B.I. D. Unless otherwise stipulated, no allowance or compensation whatsoever shall be due. such stoppage may. be, necessary to Insure the proper execution of the • 80 Br 2650 EI. Presidia or paid to the Contractor for any temporary roads, excavations, embankments, or • Contract. Each set of structural calculations includes design criteria for loading //// ■ - Ili Beloit, WI Long Beach, CA 90810 -1115 other work or- structures that he may make to facititote his work, nor. for any C (live, dead and snow) antl specific soli bearing capacities. > 800- 786 -1210 Ext. 207 800- 228 -1250 construction plant, tools or equipment which may be required In the performance of B. The NCDonald's :Project Manager shall within reasonable time rna ke decisions on g' A1Tn: Theresa Heaf cke 310- 537 -8200 the work. all points brought up by the Contractor on matters relating to the It is the Contractor's responsibility to request and receive the e Q 7 `' � Fox: 310 -604 -3827 interpretation of the plans,. the specifications, and the execution and progress corresponding set of calculations for the project under construction. �7(J) Attn: Greg Buchbinder E. All work and materials delivered on the premises shall be intended to form part of of: the work. I} Is the contractor's responsibility to use the set of calculations to 1l /SI l the work and shall not be removed without consent of McDonald's. The Contractor materials meet the design loads, soil capacities and all codas (local, state and Off shall have the right to remove all surplus aterials after the completion of all work' GC -14 TEMPORARY HEAT: federal) for that project location. Y ~ + 6 SFATING SEATING Included In his Contract. s _ Falcon Products Inc. OMNI A. In'fhe event that temporary heat during freezing weather Is necessary, this If for any reason there is a conflict, error or inconsistency In the structural 28 Y U F. It shall be the duty of the General Contractor to see that all Subcontractors are. Contractor shall rovide. for and Include sore in hisbid, or oaks necessary calculations, drawings, specifications and codes, it is the Contractor's Q ! o 9387 Dl Industrial Drive Arc North Peck Road P QQ 51. Louis, MO 63132 Arcadia, CA 91006 fully informed In. regard to. the general conditions and preliminary specifications. . arrangements with the several Subcontractors requiring temporary heat to responsibility, prior to proceeding with the contract, To notify the McDonald's � LL 800 -456 -0031 Ext. 310 800- 543-0MNI Ext. 310 provide for and include some in their bids. He shall make sure that proper fuels Project Manager in writing for proper clairification antl in no case shall s [ a � Fax: 615- 625 -1835 Fax: 818- 579 -0509 GC-4 LOCATION AND GRADES: ® 6 and apparatus are furnished and Installed with flue pipes to the outside of the proceed with the work. 1 f F Attn: Trudy Wright Attn: Coral Whitley building, and that the fuels are. properly housed. Installation shall be such as to ^^ 3i p, Space Planner: Calvin Durr Acct. Exec.: Doug Felder A. The exact property lines, corner monuments and grades set by McDonald's in no way damage any of the finished work. or work in progress. In event of any a surveyor will be furnished to the Contractor, and all precautions shall be token by damage resulting from improper heating arrangements, same shall be corrected DIVISION - COORDINATION 1111;1 !Ilia a the Contractor to preserve sane. If any are displaced, lost or disturbed through at the expense of Contractor. If store HVAC system is used, filters must be N SW TCHG IEAR WALL COVFRING the act or neglect of the Contractor or his agents or employees, he shall pay for changed. U I.T.E. Siemens Koroseal - M.D.C. cost of restoration. T 2880 Sunrise Boulevard 1200 Arthur avenue B. The relation of the building to the lot lines and established city grades shall be as GC IS CUTTING AND PATCHING: 1.01 STANDARDS, CODES, REGULATIONS, ETC.: Suite 136 Elkgrove, l . IL 60007 shown on the drawings. The Contractor shall accurately lay out his work on the A. Each .Contractor shall leave all chases, holes or openings in walls and partitions A. Equipment, devices, systems and installations shall be entirely suitable and safe for p5 Rancho Cordova, CA 95742 800 - 621 -4006 Ext. 338 round according to the drawings furnished, and will be held responsible for the straight, be neceasor true and of proper size, in his own work or cut some in existing work each intended a adjusting, application (during construction, ad'ustin , testing and use) and be l}� 916 -631 -9433 Fax: 708 - 437 -4017 correct location of all work on the premises. as may for the Fox: 9 16 -631 -9697 Voice Mail No. 338 .Contractor's Y proper installation of his own or. another In full compliance applicable standards, requirements, rules, regulations, actor's grd. Each Contractor coordinate with the General LOCAL, statutes, ordinances, LAnces, GfL. of MUNICIPAL, COUNTY AND STATE GOVERNMENTS Attn: Bettie Lees Attn: Lynn Goldoni GC -5 PROTECTION OF WORK AND PROPERTY: Contractor r agarding proper location ion an antl size of some. case . In ase. of his failure to LOCAL UTILITIES, AND LABOR REGULATIONS. } t O leave. or cut some In the proper place, he shall cut them afterwards at his own ® O 'a ` 2 a A. The Contractor shall be .responsible for all violations of city ordinances and state expense. No excessive cutting will be permitted, nor shall. any structural 1.02 COORDINATION, CONFLICTS, INTERFERENCES: r bt 6x6 WAII TIIF laws involved in the performance of his work: for obstruction of streets, side- ,members'be cut. Laufen International Inc. walks, alleys and pavements and shall in all cases make good any damage to any A. Certain motors, disconnects, starters, controls, multi -speed switches or other 4942 East 66th Street North r streets, sidewalks, alleys and pavements. 9. After all work has been Installed in chases, holes or openings, each Contractor electric devices, etc. are provided by heating, plumbing, air conditioning 55 n Tulsa, OK 74117 shall carefully fit around; close up, ?repair, patch and point. up some as Contractors and K.E.S. who may oleo provide wiring and final connections. F a O 800 - 331 -3651 B. Contractor shall use every precaution to brace and otherwise support and secure directed, to the complete ?satisfaction of the McDonald's Project Electrical Contractor shall check drawings and specifications for alt other trades et Attn: Craig Phillips or the .structural frame, wells, floors and roof during the construction of the work; Manager. All work shall 7be done with proper tools and by the skilled workmen to avoid duplicating work to be provided by others. Pat Madsen and shall provide during The progress of his work every and all safeguards and who are ?thoroughly trained and experienced in the porticular trade to which protection against accidents, Injury and damage to persons and property Including such work belongs, and shall be done without extra charge to McDonald's. B. Before any work Is Installed, and before any equipment Is purchased, Contractor C. McRecycle U.S.A. adjoining property. shall carefully check drawings and specifications. Any lack of coordination committed to conserving natural C. The Contractor shall be responsible for his work and ever art thereof, and for. GC -I6 CLEANING BUILDING AND PREMISES: between ia his re po, std drawings McDonald's and specifications, stiin or job conditions tanks, fa shall be Top Management at McDonald's has long been co protecting the environment. McDonald's believes that recycling all materials, tools, appliances and property of every description used In A. The Contractor shall at times keep the remises free from accumulations of immediately reported rfd go a t lt ga nit ,n writing. All men t,, tanks, fans, motors, air resources and he most important clin e . rtant steps being takn to achieve this goal In g connection therewith. p p etc. handling units, refrigerating units, fixtures, nces wi th, devices, assure roper keeping wl switches, outlets, is one of ,,}t,, waste and flammable material or rubbish caused by his employees or others etc. shall be positioned to avoid oil interferences with and to assure pro 'Fh Top Management's continued commitment to protect the environment, during the progress of the work. At the completion of the work and before coordination with work of all other trades, partitions, walls, cabinets, counters, McRecycle U.S.A. was established. GC -6. INSPECTION: final acceptance, the Contractor shall, at his own expense, clear away and walls, floor and ceiling patterns, architectural features, etc. All recessed remove from McDonald's premises and from public and private roads all plant devices, fixtures, etc. shall coordinate with all wall, floor and ceiling patterns. McRecycle U.S.A. is part of an environmental leadership program which makes A. The McDonald's Project Manager shall at all times hove access to the work :debris, rubbish, tools, scaffolding, surplus materials, and excess excavated McDonald's restaurants the largest new market in America for recycled material. wherever If is In preparation or progress, . and Contractor shall provide proper materials due to his operations, and shall leave the premises and the work in C. If Contractor falls to notify McDonald's Project Manager in writing regarding lack The program represents our initial 5001 to spend SI00 million annually on facilities to Inspect the work in safety.: perfect order and repair, and the building broom clean and ready to use. of coordination between plans, specifications, work of other trades, and job rli recycled products and materials used To build, remodel and equip our resurants conditions before any work is done or before equipment is purchased, it will be in the United States. B. If the specifications, the Project Manager's instructions, laws, ordinances, or any GC -17 VERIFICATION. OF UNDERGROUND UTILITY IMPROVEMENTS: assumed that no conflicts exist. sc public authority require any work to be specially tested or approved, the ■ The importance of this program is stated by Ed Rensi in the following message: Contractor shat.l give the proper authorities timely notice of its readiness for A,... The. Genera! Contractor shall provide the Owner with an as -built drawing 1.03 CUTTING AND PATCHING: b]_C inspection. If any such work should be covered up without approval or consent, it locating and describing all underground utilities located on the total parcel of "Recycling is o n e of the most important environmental steps Americans can take, must, If required by the proper authorities, be uncovered for examination at the property; Including but not limited to the following: all gas Tines, water lines, A. General Contractor shall provide chases, openings, recesses, etc., in new but the lack of solid markets for recycled products has been a barrier to many Contractors expense and remain uncovered until properly tested. sanitary sewers, storm sewers, telephone lines, electric lines, incoming as well construction, where so Indicated for each mechanical, electrical or other recycling efforts. We want to break that barrier. - as corral and lot lighting and sign lines, culverts, septic tanks and fields, and Contractor. Each Contractor shall furnish information to General Contractor as C. The McDonald's Project Manager may require special testing or Inspection beyond grease traps. to size, location, etc., and each Contractor shall provide and set in place all IL That's why McDonald's has created McRecycle U.S.A. - o program that commits the scope of the plans, specifications, or local codes. If the results of the tests F boxes, sleeves, inserts, forms, etc. in - s to spend $100 million each year on recycled materials which meet our or special Inspection meet the standards required by the plans or specifications, GC -18 COOPERATION: 4 � y ( ` B If the subcontractor foils to give the required dote specifications for quality and value. In this way, we can use McDonold's McDonald's shall bear the cost of such tests or inspection. If the results do not 1 power to help stimulate the demand for recycled products of all meet the standards required by the plans, specifications, or Iota! codes, the A. The Contractor and his Subcontractors shall cooperate with one another and se ox the General Contractor in ( y z a p urchasin g P time for openings to be left, or If he fails to set boxes, sleeves, Inserts, forms, V \ kinds. Contractor shall bear the cost of such tests and inspections, and the cost to with other Contractors and their Subcontractors to facilitate the general etc., mechanical, electrical or other Contractor shall do required cutting and RECE LL hhhllll replace or rebuild the component in question to meet the specifications. progress of all work at the project site. restoring. Openings shall be accurately located, neatly cut and no larger than CITY OF TUKWI V ._ 1 Y We encourage all of our contractors to substitute recycled materials as long necessary. No tufting of any structural members shall be permitted. as they meet or exceed our specifications. GC -!9 CONTRACTOR - LICENSEE RELATIONSHIP: 1 APR 2 5 19 C. Each Contr re uired to you tlo this, please contact your Regional Construction Deportment for A. It is the Contractor's responsibility to receive all requests for change by the restore construction to original condition before cutting as approved by o L J.' If final approval. - licensee through the n will I t Project Mana If the contractor proceeds Each C nor Project Manager, using skilled craftsmen. actor shall do rebuilding, patching, met in lshing, and painfin PERMIT CENTE with work without written authorization fro the MCDanald 's Project Manager, Mc Corporation will not be responsible for payment for these changes. D. M I T l i tl's Project Manager must II notified prior to Contractor pouring floor p slab In order to verify correct location of stub ups. 2 2 0 1995 I 6 '—" 1 '.'_: DIVISION 2 - SITE WORK C. Identify and flag known utility locations, Notify utility company to remove and H m Stab Edge Joint Filler: ASTM D1751, preolded asphaltic board, 1/2 Inch thick.. DIVISION 4 - MASONRY . relocate 'utilities. , . .. - .. I ,Vapor Barrier:"6 mil thick clear polyethylene film, type recommended for below ', SECTION 02055 - DEMOLITION D. MMIntaln and protect existing utilities JO remain. grade application, PART I GENERAL PART I GENERAL - E. Verify foundation or basement walls are braced to support surcharge forces Imposed by • 2.02 REINFORCEMENT MATERIALS 1.01 SECTION INCLUDES , bdckflll operations: A. R ei of or tin Sieei: ASTM A615,60 ksi laid rode; billet steel bars, finish. A. Mortar and grout for masonry. 3.02 PROTECTION i.01 SECTION INCLUDES 9 y 9 . OF ADJACENT RORK ,B. Fibrous Re lnforcement: Alkaline -r sofa font co-Polymer fiber s, 3/4 1 nth ton g. 1.02 ENVIRONMENTAL REQUIREMENTS , A. - Demolish designated structures; remove foundations; slabs -on -grade and. basement • excavation work, ,free of contaminates, manufactured for use in Portland Cement Concrete as floor slabs, disconnect lding u ips. A. service adjacent structures e cha sich may be damaged by g Secondary :reinforcement of. concrete stabs. Mix: one 1 pound per one I cubic remove desi mated partitions service u411iiles and pipe: chases. [ ).p p f ] A. Cold Weather her Masonry ts: netr - Recommended Practices and Guide Specifications Z B. Remove des igna }ed building equipment and fixtures, remo g p . yard of concrete.] for Cold Weather Masonry Construction. and components. B. .Grade excavation top perimeter to prevent: surface water run -off Into excavation or to C.Fabrlca fabricate 1:02 REGULATORY REQUIREMENTS adjacent properties. camera te.rel nforcingin accordance alt hCRSI B. Hot Weather Requirements: IMIAC - Recommended Practices and Guide Specifications - 2.03 .CONCRETE MATERIALS for Hot Weather Masonry Construction. � U�l A: Conform to applicable code for demolition of structure, safety of adjacent. 3,03 TOPSOIL EXCAVATION - s0 structures, dust control, service utilities, discovered hazards. A. Do not excavate wet topsoil. , A. Cement: ASTM C150, Normal -Type I Portland type. PART 2 PRODUCTS W 2.01 MATERIALS. 0 PART 2 PRODUCTS Not Used B. Excavate topsoil and stockpile in area designated on site rerrave excess topsoil not B. Fine and Course Aggregates. - PART 3 EXECUTION - - - being reused from site. P A. Portland Cement: ASTM C150, Type I. dl C. Water: Clean and potable. 3.01 PREPARATION 3.04 SUBSOIL EXCAVATION. 8. Mortar Aggregate: ASTM CI44, standard masonry type. D.•" Air Entrainment Adrmixture: ASTM C260. ~ V E. A. Provide, erect, and maintain temporary barriers and security devices. A. Do not remove wet subsoil. . ' . C. Hydrated Lime: ASTM C207. Type S.. t F. Non - Shrink Grout: Premixed compound consisting of non - metallic aggregate, O B. Notify adjacent owners of work which may affect Their property, potential noise, D. Excavate subsoil from narked areas required for building foundations, piling, . cement, water reducing and plasticising agents.. D. Mortar Color: Mineral oxide pigment; color as selected. t- Z utility outage, or disruption. Coordinate with owner. construction operations, and other Work. - 2.04 COMPOUNDS, AND SEALERS E. Grout Aggregate: ASTM C404. shoring. i C. Prevent movemen T or settlement of adjacent structures. Provide bracing and - C. Slope banks fo angleof repose or less, until shored. A. Curin C ound: ASTM .0309,.1 T e; clear. D. Protect existing landscaping materials structures which are not to be demolished. D. Excavation steal lnoT interferewith 45 tle be ar ing splayof any foundation. g �P Yp e, chlorinated 11 q uid rubber 1 YP F. Water: Clean and potable. w . B. Absorptive. Mats: ASTM 0171,. burlap- polyethylene. 2.02 MORTAR MIXES E. Erect and m at plain weatherproof closures for exterior openings. E. Correct un,lthorized excavation at no extra cost to Owner. F. Erect and maintain temporary partitions to prevent spread of dust, odors and C. Sealer: As selectee. A. Mortar for Load. Bearing Walls and Partitions: ASTM C270, Type S using \ U W noise, F. Fill over- excavated areas under structure bearing surfaces in. accordance with the Property Method. G. Protect existing Items which are not indicated to - be removed. direction G. by Engineer. 2.05 CONCRETE MIX b ei - - -- B. Mortar for Non -Load Bearing Walls and Partitions: ASTM C270, Type N using , , [f t 3.02 DEMOLITION REQUIREMENTS Stockpile subsoil in area designated on site. Remove excess subsoil not being reused Property A. Mix and deliver concrete in accordance with ASTM C94, Alternative 2. the Pro ert Method. from site. r A. Conduct demolition to minimize Interference and damage to adjacent structures. _ B. Provide concrete of the following aTrengih: C. Mortar for Reinforced Masonry; ASTM C270, Type S using the Property 3.05 TRENCHES Method. B. Conduct operations with minimum Interference and damage to public or private I. Compressive Strength: SEE STRUCTURAL DRAWING NOTES. accesses. A. Excavate for storm sewer sanitary sewer water gas piping tomunicipal utilities. D. Mortar for Masonry Foundation Walls: ASTM C270, Type N using the Property • Method. C. Maintain protected egress and access at ail times. Do not close or obstruct - B. Cui trenches sufficiently wide to enable instal lotion of utilities and to allow 2. Slump: .'I to 4 inches. - roadways sidewalks without permits. inspection. 2:03 MORTAR MIXING C ... D. ease opo . immediately if adjacent structures appear to be in danger. - C. Select admixture proportions for normal weight concrete in accordance with the Notlty Ennee C. Hand Trim excavation and leave free of loose matter, Hand trim for bell and spigot current edition of ACI 301 pipe joints. A. T ordance wt ghl y miix h AS morta [CO [C7 in0] ggr�dian00t� ]. in quantities needed for immediate use in .. 3.03 BUILDING DEMOLITION - .D. .Add air entraining agent to concrete mix for concrete work exposed to weather.. D. Support pipe and conduit during placement and compaction of bedding till. B. Add mortar color and admixtures in a ecordonce with manufacturer's instructions. A. Identify, cap, disconnect, and/or remove designated utilities. PART 3 EXECUTION B. Demolish structures and components. indicated In an orderly and careful manner. E. Backfill trenches to required contours and elevations. 3.01 :FORMWORK ERECTION C. Do not use onti -freeze compounds to lower the freezing point of mortar. C. Remove foundations to a minimum two feet below finished grade. F. Place and comp act fill materials as for backfilling: 2.04 GROUT MIXES Remove concrete slobs-on-grade. A. Erect formwork, shoring and bracing to achieve design requirements. D. 3.06 BACKFILLING A. Bond Beans, Lintels and Engineered Masonry: 3,000 psi strength above grade 4,000 E. Badkfill areas excavated, open pits and holes caused os a result of demolition. _ . B. Camber slabs and framing to achieve ACI 301 tolerances. psi strength at '28 days for masonry walls below grade: 8 -10 inches slump, mixed in l F. Rough - grade and compact areas affected. by demolition to maintain site grades and A. Backfil areas to contours and elevations. Use unfrozen and unsaturated materials. : accordance with ASTM C476. contours. 8. Backfill systematically, os early as possible, to allow maximum time C. Provide bracing to ensure stability of formwork. : for natural 205 GROUT MIXING settlement. Do not backfill over porous, wet, frozen. or spongy subgrade surfaces. D. .Apply form ::. release agent To formwork In.accordance with manufacturer's . .3.04 CLEAN UP - - Instructions, prior To placing for accessories and reinforcement. A. Tho mix mortar C ingradiants inqu onlities needed far immediate use in O mi • Remove demolished materials from site as work progresses. C. l acrdance with ASTM 476. A. Remo C Place geotextile fabric over 050f able subsoil. E. Do: not apply form release agent concrete aces will receive special Cr.?. B, Leave •ar ems of work in clean condition. - D. Pl depth ace . and compact fill materials in continuous layers not exceeding 8 Inches loose finishes which are effected by agent. B. Do not use anti -freeze compounds to lower the freezing point of grout. p 1 ii SECTION .02110 - SITE CLEARING - F. Clean forms -'as erection proceeds to remove foreign matter. PART 3 EXECUTION X I� E Place and: compact soil material in continuous layers not exceeding 8 inches loose . - , EMBEDDED COMPONENTS AND OPENINGS cl F a O PART I GENERAL depth. 302 INSERTS 3.01 INSTALLATION �"lll A. Provide formed : openings where required for work to be embedded in and passing D Qeyl " 1.01 SECTION INCLUDES - F. .Employ o placement method so as not to disturb or damage foundations or utilities In -. p 9 A. Install mortar In accordance with ASTM C780. Install grout in accor 4t n , 111 U 1 a A. Removal of surface debris, avin curbs ,.. and designatetl plotf life. - trenches. through concrete me with ASTM C270. 1 V t'j LLL.,,RRR --- >r a p r g B. Coordinate .'Work of . other Sections In forming and setting openings, slots,.. B. Work grout into masonry cores and cavities to eliminate voids. Do not displace B. Removal of topsoil and subsoi )...rough grading and site contouring. G. Maintain optimum moisture content of bocktil )mater cols to attain required compaction _ density. recesses, chases, sleeves, bolts, anchors, and other inserts. reinforcement. ® 1.02 REGULATORY REQUIREMENTS _ H. Backfill against supported foundation - walls. Backfill simultaneously r on each side of C. Install concrete accessories straight, level, and plumb.' 3 3 A. Conform to applicable code for disposal of debris and burning debris an site. unsupported foundation walls until supports are in place. - - f _ • 8. Coordinate clearing Work - withutility companies. DI 5.- METALS yy D. Place fo rrtied construction joint device in floor slab pattern sequence. d � U9l E. Plac bJ PART 2 PRODUCTS I. Slope grade away from building minimum 2 .inches in 10 feet, unless noted otherwise. ,00 s3 e ]olnt, 'filler ot of floor slab. SECTION 05120 - STRUCTURAL STEEL perimeter : ����� 2.01 MATERIALS 3.07.. .PLACING TOPSOIL - 3.03 "REINFORCEMENT PLACEMENT - -- - - - - yyy111 3 A. ace op, , or planting is scheduled. - - PART I GENERAL ;t Y A. Herbicide: Type, approved by applicable regulatory agency. A Place topsoil in areas where seeding sodding A. Piece reinforcement, supported and secured against displacement. l K � I .01 SECTION INCLUDES . O ��g_ F=-' soil eliminating - PART 3 EXECUTION B. Fine grade to rough or tow areas. Maintain levels, profiles, and contours of subgrade. _9 9 B. Insure reinforcing Is. clean; free of loose scale, dirt, or other foreign coatings. A. Structural steel framing members, baseplat es, plates, anchor bolts, grouting under 3.01 .PROTECTION. C. Remove large storm, roots, grass, weeds, debris, and foreign material while spreading. - 3.04 PLACING CONCRETE baseplatea. U BW a �aQ f� A. Iden tify and protect uti li ties from damage. D B. Section 03001 - CONCRETE: Placement of anchors for casting Into concrete. ate 2'_ _ Llhti rt ciroll laced tosol 1 D. gy- copa p .p. A. .Prepare pr aced concrete by cleaning with steel brush and applying B. Protect trees, plant growth, and features designated to remain, os final bonding agent. App p ti =ding ogentbin accordance with manufacturer's Instructions. eme emb U1 Z landsca P 9 Identify In and tag. - ggyylr� E. Leave stockpile area. and site clean and raketl, -ready To. landscaping. C. Section 043000 - MASONRY SYSTEM: Plea nt of anchors for etlding Into . C. Verify shot survey benchmark and intended elevoti ens for the Work are as B. Separate edges of sloes -on -grade from vertical with I/2 Inch thick ace. masonry. - i V Indicated. - 3.08 TESTS - ._ filler, extended from. bottom of slab to within 1/4 Inch I/4 Inch of finished slab surface. 1.02 SUBMITTALS m G LtEL accordance with ANSI ASTM C. ace conree continuously between predetermined expansion, control and A. Sh op r aw n g s: In sizes spaci and lo of structural members, B 3:027CLEARING. A. Tests and analysis of fill material will be performed In a Place ct / sq1 A. Clear areas required for access to site and execution of Work. D698 01557. construction 'joints. Do not brook or interrupt successive pours such t hat cold op eninDg i s, connections, cambers, tootlen, and we co nnections. ®4 joints occur. u p y B. Remove paving, curbs and surface rock. 3.09 TOLERANCES 1.03 QUALITY ASSURANCE :: pf g " W D. Where new concrete Is doweled to existing work, drill holes in existing concrete, 'C 1 YYYY r C. Remove frees: and sh rubs Indicated. A. Top Surf ace of Exposed Subgrode Pl us orminue oneinch. O i ns art steel dowels and pack with non - shrink grout. A, Fabricate structural steel members in accordance with AISC - Specification for �l ¢ Z IS ( / j D. Apply herbicide to remaining stumps or plant life to inhibit growth. m the Design. Fabrication end Erection of S tructural Steel for Builtlings. OO B. Top. of Topsoil: Plus .. or minus 1/2 inch. E. Screed slabs-on-grade. level, aintaining surface flatness of maximum I/8 inch it Y A su 6 3.03 ROUGH GRADING In 10 feet. A. Identify requ lines, levels, contours, and datum. 3.10 SCHEDULE e: B. Stool t anted i members n shal the l des of t be ign dealg nod by ty pe licenof wor sed k. Professional Structural Engineer W d�I - a• � 3.05 .FORM REMOVAL B. Identify known underground. above ground. and aerial utilities. Stake and A. Interior Slab -On - Grade: Type C fill O 95 , compacted to 95 percent; with cover of Type B D remove forms or bracing until concrete has gained sufficient strength to PART 2 PRODUCTS V A. o not flag locations. full, 4 Inches thick, compacted to 95 percent. LL C. Notify utility company to remove and relocate utilities. carry its own and Imposed loads. 2.01 MATERIALS Q B. Exterior Side of Foundation Walls and Retaining Walls: Type A fill, to subgrade Z 6 QQ fJ D. Excavate topsoil antl subsoil tram areas to be further excavated, re- elevation, each lift compacted to 90 percent. B. Remove formwork progressively and in accordance with code requirements. A. Structural Steel Members: ASTM A36. w ♦ ~ o a landscaped, or re- graded marked areas. 3.06 FLOOR FINISHING B. Structural Tubin ASTM A500, Grade B, ASTM A501. V O E. .Stockpile topsoil and ot bei subsoi treused in area from s design on site. Remove excess C. Fl to 9 0 per Under e L n a t ndscaped Areas: Type C fill,. to 6 inches below finish grade, compacted g: p N topsoil and subsoil nng . Y A. Finish concrete floor surfaces In accordance with ACI 301. C. Pipe: ASTM A53, Gratle B. E 1 T D. Fill Under Concrete Walks: 3.04 CLEAN UP compacted to 95 percent. Y s Type . C fill, to 9 inches below finish. pavin B . Uniform) U. and float concrete. D. Bolts, Nuts and Washers: ASTM A325, galvanized to ASTM AI53 for galvanized CA y1 spread, :screed C A. Remove debris, rock and extracted plant life from site. C. Wood float surfaces which will receive quarry Hie with full mortar bed setting members. SECTION 02200 - EARTHWORK J DIVISION 3 CONCRETE I system. E. Anchor Bolts: ASTM A307. m Q M p gm [u _ D. Stel trowel i el surfaces which will receive thin set quarry file or will be PART 1 GENERAL SECTION 03001 - CONCRETE left exposed. F. Welding Materials: ABS AWS 01,1; type required for materials being welded. i 1 2 i - 1 1.01 SECTION INCLUDES PART GENERAL E. Maintain surf ace flatness, with maximum variation of I/8 Inch in 10 feet. G. Grout: Non - shrink type, premixed compound consisting of non- metallic ba g( aggregate, cement, water reducing and plasticizing additives, capable of developing p fit Q Y i A. Site fil h rl iegng a ntl compacting. removal of topsol) and .subsoil, building excavating and trenches, F. In areas with floor drains, maintain floor level at . walls and pitch surfaces a minimum compressive strength of 7,000 psi at 28 days. i i O ck 1.01 SECTION INCLUDES uniformly to drains. H. Shop and Touch -Up Primer: SSPC l5, Type I, red oxide, PART 2 PRODUCTS A. Formwork, reinforcement, accessories, cast -in -place concrete, finishing G. Sawcut control joints Into floor slab as shown on Sheet S -I. and curing. 2.02. FABRICATION 2.01 SOIL MATERIALS 1.02 QUALITY ASSURANCE 3.07. CURING A. Continuously seal joined members by continuous welds. Grind exposed welds A. Topsoil: Reusable excavated or imported friable loan; free of subsoil, roots, A. .Apply sealer on floor surfaces In accordance with manufacturer's Instructions. smooth. ' grass, excessive amount of weeds, larg0 e stone, antl foreign matter. A. Construct and erect concrete formwork in accordance with ACI 347, unless specified otherwise in this Section 2.03 FINISH - B. immediately after placement, protect concrete from premature drying. B. Subsoil: Material, graded free of .lumps larger than 6inches, rocks larger Than 3 inches and debris. B. Perform concrete reinforcing work in accordance with ACI 301 318, unless specified C.- Nalntain concrete with min lmal moisture lossoi relaTlvely constant f amps rat ure A. Prepare structural component surfaces In accordance with SSPC SP 2. otherwise in this Section. for eriodnecessar -for h dratlon of cement and hardenin of concrete. 2.02 FILL MATERIALS p Y y g B. Shop prime structural steel members. Do not prime surfaces that will be C. Perform cast -in -place concrete work in actor dance with ACI .318 and 304, unless 3.08 CONCRETEFIN ISHING fieproofed, field welded, in contact with concrete, and high strength bolted. m A. Type - Coarse stone or gravel: Crushed; washed natural stone; free of shale, specified otherwise in this Section. - V clay, friable material, sand, debris; graded. within the following limits: : _ A. Provide .concrete surf aces. to b5 Isft exposed with sack rubbed finish.. PART 3 EXECUTION PART 2 PRODUCTS 1 m I. Minimum size: 1/2 Inch 3.09 - .FIELD QUALITY CONTROL 3.01 EXAMINATION AND PREPARATION 2.01 FORM. MATERIALS 2. Maximum size: 2 Inches A. Three concrete test cylinders will be taken for every 100 or less cubic yards of A. Verify that field conditions are acceptable and are ready to receive work. d) A. Plywood: Sound, undamaged sheets with clean true edges. concrete placed. B. z_ B. Type B 3 Sand: Natural river or bank sand; free of silt, clay, loan, friable .02 ERECTION VV O or soluble materials, and organic matter. B. Lumber:, Construction grade. B. One additional test cylinder will be taken during cold weather concreting, and be cured on. job site under same conditions as concrete It represents. A. Allow for erection loads. Pr ovide t temp ora r d y bracin l to maintain framin d i n n and C. Type C - .Subsoil: Free of rock larger than 3 inch size, and .debris. C. cocnre toted Steel Type: Matched, tight fitting, stiffened to support weight of l bracin until compleflon erecion an Ins Tallaton of permanent bi Q w cocnref5. C. One slump test will be token' for each set of test cylinders token. bracing. y l PART 3 EXECUTION !S. Q D. Pan Type: Steel; of size and prattle required. 3.10 - DEFECTIVE CONCRETE B. Field weld components Indicated on drawings. 4 3.01 EXAMINATION AND PREPARATION u $ E. Tubular Column Type: Round, of spirally i re laminated mater tats, )psi de surface A. :Modify or: replace concrete not conforming to specifications or to required lines, details and elevations, as directed by The McDonald 's Project Manager. C. Do not field cut or alter structural members without approval of Engineer. V A. Identify required lines, levels, contours, and datum. treated with release agent, of size requ lr ed: D. After erect ton, prime welds, abrasions, and surfaces not shop primed, except C � � ;i 8. Notify Engineer of unexpected subsurface conditions and discontinue affected F. -Form Ties:: Removable snap -off metal type of adjustable length. surfaces to be In contact with concrete. 1 work inarea until motif ledto resume .work. G. Form Release Agent: Col orlesa mineral all which wilt "not stain concr et e. or Imps it E. Grout under basepl aces in accordance with Section 03001 and 04300. natural bonding characteristics. of coating intended for useon concrete• - p (1 ti5 ►_ 0 19% . V fit I t 4. • 2.02 SHEET MATERIALS 4 .. - A. Softwood PI Graded in accordance with AWI. - - - - :: B. Hardwood Plywood: Graded in accordance with AWI. DIVISION 5 - METALS cont'd SECTION 06193 - PLATE CONNECTED WOOD TRUSSES PART 3 EXECUTION F. Plastic Cement: ASTM 02822, Type I, cutback asphalt type. PART I GENERAL _ 3.01 EXAMINATION AND PREPARATION - G. Asphalt Emulsion: ASIA 01227, Type I. SECTION 05500 - METAL. FABRICATIONS 1.01 SECTION INCLUDES A. Prime paint surfaces of it or assemblies in contact with cementitious materials, PART 3 EXECUTION PART 1 GENERAL :before Installation. A. Shop fabricated wood trusses for roof framing. 3.01 EXAMINATION AND PREPARATION 1.I SECTION INCLUDES - 3.02 INSTALLATION B. Bridging, bracing and anchorage. A. Veify that surfaces and sit conditions are ead to c eiork nd deck A. Shop fobrlcoted ferrous metal Items, and prime painted. A Install work in accordance with AWI Custom Quality Standard. sup and $XCUred, Clean e and XXXUTh, flatr, dr and r f ve of wsnow a or ice. s 1.02 SUBMITTALS B. Steel ladder frame of structural 'sections, with treads and landings. B. Set cod secure materials and . components in place, plumb and level. B. Wood Deck: Verify flotnesa and tight joints of decking. Seal jo iota of plywood with A Shop Drawings: Indicate framing system, sizes and spacing of trusses, loads and tape If a hot bitumen application is to follow. F 11 knot holes with late: filler. C. Handralling. trues camber., framed openings and submit design calculations. ` C. Install trim with nails. - C. Verif roof openi curbs, p sl eeves, ducts, and vents throu roof are 1.2 SYSTEM DESCRIPTION - B. Product Data: Provide truss configurations, bearing and anchor details, bridging D. Install prefiniahed paneling with nails wall adhesive by. the bead method. s olidl y set, and w ood cant str an d wood nailin strips are In place. and bracino. ' A. Design ladder assembly to support live .load of IOC pounds per square foot with - 3.03 PREPARATION FOR - FINISH 3.02 MEMBRANE APPLICATION deflection of stringer or landing. framing not to exceed 1 /180 of span. 1.03 QUALITY ASSURANCE A, Sand work.' smooth and set exposed fasteners. Apply wood filler in exposed fastener A. Lay one ply coated base sheet it required by roofing system manufacturers, coated B. Design roiling, wall roils, and attachments to resist lateral force of 250 A. Perform Work in accordance with the following agencies: - indentations. side down. Lap sides 2 inches; lap ends 6 inches -.. pounds in any direction ..without: damage or permanent set. I. Lumber, Grading .Agency: Certified by ALSO. B. Site Finishing: Refer to Section 09900. B. Equiviscous Temperature (EVT) at Point of Application: In accordance with NRCA. p PART 2 PRODUCTS - B. To design, fabrication and installation: In accordance with Truss Plate Institute C. Apply in 4 plies of roof felts including base sheet and granular surfaced felt lc' 2.1 MATERIALS - BWr- 76,HET- 80,PCT -80 including supplement, TPI-85 including supplement, GIST -88. DIVISION 7 - THERMAL. AND MOISTURE PROTECTION. mopped with 20 pounds per square of bitumen per ply. A. Steel Sections: ASTM A36. C. Trusses shall be designed by a licensed Professional Structural Engineer experienced D. Apply felts smooth, free from air pockets. wrinkles, fishmouths, or tears. s in the design of plate connected wood trusses. SECTtON7 - BUILDING INSULATION p B. Steel Plate: ASTM A283. PART 2 PRODUCTS E. Extend ob pane felts up cad} stripy and 2 inches minimum f vertical surfaces. i C. S Tubin ASTM A500, Grade B. extend 6 inches minimum over r PART I GENERAL Mop on two plies of felt and roofing membrane ply me mbrane plies. granular surfaced feellt t vertical on vertical surfaces L �! U1 9 2.01 PLATE CONNECTED WOOD TRUSSES 1.01 SECTION INCLUDES Al ¢ D. Pipe: ASTM A53, Grade 8 Schedule 40. - A. Lumber Grading Rules: SPIB WCLIB %APA 3.03 FLASHINGS AND ACCESSORIES d B. Wood Members: Southern Pine or Douglas Fir species, yl grade. 19 percent A. Board thermal Insulation at perimeter foundation wall. Mo in fleshings E. Sheet Steel: ASTM A446, Grade B Structural Quality with galvanized coating. mmximtm and 7 percent minimum moisture content. A. P 9 9 P plies I. P B. Ba thermal insulation in exterior wall and roof construction. 'F. Bolts, and Washers.: ASTM A325. C. Plata Connectors: ASTM A446 steel,Grade A 20.gauga mi n. ;hot dl p. gala,; die stamped w/ _ of felt and seal flash i and flanges of items penetrating membrane with two 0 Integral teeth one Inch thick. All connector plates shall be sized with 33 -1/3% over- C. Granular Insulation in cells of concrete masonry unit walls. SECTION 07620 - SHEET METAL FLASHING AND TRIM 4 G. Handrail Fittings: Elbows, T- shapes, wall brackets, escutcheons; machined steel. design over and above the Uniform Building Code Safety factor of 4 In plate. coverage for the area In contact w/ the wood. 1.02 ENVIRONMENTAL REQUIREMENTS PART 1 GENERAL H. Welding aterials: ANS DI.1. D Truss bridging: Type, size and spacing recommended by truss manufacturer. 9 D. 1.01 SECTION INCLUDES _ 1. Shop and Touch -Up Primer: SSPC 15, Type I, red oxide. - 2.02 FABRICATION - A. Install: insulation adhesives in accordance with man of actur er 's instructions. A. Fabricate trusses to achieve structural requirements specified. PART 2 PRODUCTS - A. Coping, parapet cap, roof, and sill fleshings. 2.2 FABRICATION - GENERAL B. Brace wood trusses in accordance with TPI BWT -76 2.01 INSULATION MATERIALS - B. Fascias and scuppers. A. Fit and shop assemble Items In largest practical sections for delivery to site. PART 3 EXECUTION C. Gutters and downspouts. A. Extruded. Polystyrene Insulation: ASTM C578, cellular type, conforming to the B. Continuously seal joined members by full, continuous welds. - 3.01 EXAMINATION AND PREPARATION following:.. ve C. Grind exposed Joints flush and smooth with adjacent finish surface. Make _ A. Verify that supports and openings ore ready To receive trusses D. Cou nterflashings o r base fleshings, roof mounted equipment, vent stacks and exposed joints butt tight, flush, and I. Ease exposed edges to small B. Coordinate. placement of bearing support items. I.. Thermal Resistance: R of 5.0. roof h°ichea, skylighfa uniform radius. 2.. Thickness: Thickness indicated inch thick. 1.02 QUALITY ASSURANCE • 3.02. ERECTION A. Perform Work in accordance with the following: D. Supply components required for anchorage of fabricato ins. Fabricate anchors and 3. Compressive Strength: Minimum 30 psi. related carrponenis of same mater(al and finish as fabrication. A. Install trusses inp accordance with manufacturer's instructions. Set structural _ members level and plumb, in correct' position. ° 4.' Water- Absorption: In accordance with ASTM D2842 0.3 percent by volume 1. NRCA (National Roofing Contractors Association) - Roofing Manual. E. Accurately form components requird for anchorage of stairs and landings and B. Make provisions for erection loads and temporary bracing. - maxim., STORAGE AND HANDLING railings to each other and to but l sTruc LUre. - C. Do not field cut or alter structural members without approval of Engineer. 5. Edges: Square edges. A. Stack reformed f 9. bending. • ° inished material to prevent twistin bendin r abrasion, 2.3 FINISHES D. Place headers and supports To frame openings required. E. Frame openings between joists with .lumber in accordance with Section 06100. 6. Flame /Smoke Properties: In accordance with ASTM E84, UL 723, and NFPA and to P provId a ven r lat e ion. A. Clean surfaces of rust., scale, grease, and foreign matter prior to finishing. - 255. Z A G p PART 2 PRODUCTS B. Shop prime Items with Twocaa ts. Do not prime surfaces in direct contact with LAMINATED STRUCTURAL UNITS B. •Batt Insulation: ASTM. C665, preformed glass fiber bait, conforming to the 2.01 SHEET MATERIALS O d n concrete or where field wel0ingis required. SECTION 06181 - GLUED . following: PART 3 EXECUTION PART I GENERAL - I. Thermal Resistance. As Indicated on drawings. A. Pre -Coated Galvanized Steel: ASTM A446, Grade A, G90; 24 gauge core steel, o i O 1.01 SECTION INCLUDES shop pre - coated selected color. r 3.1 INSTALLATION 2. Facing: Faced on one side with Kraft paper . �+ . - Q O B. Galvanized Steel: ASTM A446, Grade A. G90, 24 gauge core steel. A. Glue laminated wood beams and attachment brackets. A. Install items plumb and level, accurately fitted, free from distortion or defects. C. 'Granular Insulation: ASTM C615, vermiculite type, water repellent, fire resistant, O 3 r n d 1.02 DESIGN REQUIREMENTS flame /smoke contribution I n accordance with ASTM E84. C . Aluminum Sheet: selected AT B 2 0 9 , a alloy, H14 temper; .040 inch thick, shop ly k Wga59 a B. Allow for erection loads a provide temporary bracing to maintain True aligmlent -alt ] r until completion of erection and installation of permanent attachments. D Granular Insulation: ASTM C549,. peril., type, water repellent, fire resistant, with !1;1 dS y , A. Desiggn Roof Live a Dead Load: Per code requirements (in p.s.f.); with deflection flame/smoke contribution In accordance with ASTM E84. 2.02 ACCESSORIES t9, C. Field weld components es indicated. Perform field welding in accordance with limited to I /240 and I /540 over glazed areas. - - AWS 01.1• - 2.02 ADHESIVES A. Fasteners: Same mater al and f nish as flashing metal o1 .03 SUBMITTALS 7 D. Obtain Engineer approval prior to site cutting. A. Adhesive: Type recommended by insulation manufacturer for application. B. Gutter and Downspout Anchorage Devices: Type recommended by fabricator. n ('� _ a A. Shop Drawings: Indicate framing system, sizes and spacing of members, loads and ca mbers,. bear ing and anchor details, bridg ing and bracing, framed openings: Submit C. Gutter Supports: Brackets. J E: After erection, in contact with concrete. design calculat prime welds,abrasi ons, and surfaces not shop primed, except I ons. I - PART 3 EXECUTION m �p 1Pg R�� _ surfaces to be - 3 R a 3.01 EXAMINATION AND PREPARATION. D. Downspout Supports: Brackets or straps. IL 1i - - B. Structural members shall be designed by a Prof esslonal Structural Engineer DIVISION 6 - WOOD pp CC ekperienced in design of glue laminated structural units. A. Verify that substrate, adjacent materials, and insulation boards are dry and ready E. Underlayment: No. 15 asphalt saturated roofing felt. 2 c to receive Insulation and /or adhesive. r`t�� F, . C. Glue laminated units shall be designed in accordance with The AITC. - 2.03 COMPONENTS ® =I' F 2Z W 3.02 INSTALLATION - FOUNDATION PERIMETER - BOARD INSULATION q qu profile. 3 ^ SECTION 06100 - ROUGH CARPENTRY 1.04 STORAGE,. DELIVERY AND HANDLING A. Gutters: Rectan ular or s are NA Adhere a strip of polyethylene sheet over substrate joints with beads of Type 1 r ro o m f- A. Protect members to AITC requirements. B. Downspouts. Rectangular, square o and profile. PART I GENERAL adhesive. mN,Q _ PART 2 PRODUCTS C. Accessories: Profiled to suit utters and downs uts. I.01 SECTION INCLUDES B ' Q 9 1-:,'Y U F mm K a B. Apply acme adhesiveand insf all boards on faun tlation perimeter. St agger joints. 9 p sI Z 2.01 MATERIALS AND COMPONENTS Butt edges and ends Tight To adjacent board and to protrusions. 2.04 FABRICATION - 11 vt 0 p I W � IUW O t F" A. Wood, nails, bolts, screws, framing anchors, galvanized metal connectors,. and 9 required 9 carpentry A. Lu - 'LW m m r1 ¢. t on A. F other rough hardware, and other Items re uired for rough car entr as shown mber: Softwood lumber conforming to grading rules. 3.03 INSTALLATION.- BATT INSULATION p� ■ installation. orm componentrue to shape, re In sze, square, and free from distortion Q r@ the drawings, specified herein, and needed for a complete and proper or tlef acts. Form s t pieces in longest accu pr i lengths. B. Steel Connections, Bearing Plates and Brackets: ASTM A36 quality, hot dip A. Install insulation In accordance with Insulation manufacturer's instructions. Q 4 O ®� 8 V � 7 .4 gdb galvanized to ASTM Al23 1.25 ounces per square feet. B. Fabricate cleats and starter strips of same material as sheet, interlockable with 1.02 QUALITY ASSURANCE - B. Install in exterior walls and ceiling spaces without gaps or voids. sheet. C. Hardware: ASTM A325, structural quality steel, hot dip galvanized to 1.25 ounces C. Fit insulation fight In spaces. Leave no gaps or voids. A. Perform Work In accordance with the following agencies: per square foot. C. Hem expos ad ed on unders dg I /2 inch, miter and seam corners. Fabricate t-I�I Q f11 I. Lumber Grading Agency: Certified by ALSO. D. Install with factory applied membrane facing warm side of building spaces. Attach vertical fa cos with bottom e fo rmed outward I/4 inch and hemmed to form drip. Z 2. Plywood Grading Agency: Certified by APA. - D. Anchor Bolts: ASTM A325 steel galvanized. flanges of facing to framing members: y p e O • 3. See structural drawings for further wood specification notes. .. D. Fabricate fleshings to allow toe to extend 2 inches over roofing. Return and L Y E. Adhesive for Laminations: ASTM 02559. E. Use d /8 "diameter pencil rods friction fit between trusses, brake edges. _ PART 2 PRODUCTS F. Bearin� Plate Anchors: gge bol type or ancoage to hollow masonry 3.04 INSTALLATION - EXTERIOR WALLS - LOOSE FILL INSULATION E. Form material with standing seam. ® l i U 2.01 LUMBER MATERIALS expans on shield and lag To bo lt ty pe for ancfhor hr age to solid masonry or concrete. LL A. Install insulation in accordance with manufacturer's instructions. F. Fabricate corners In one piece, seam for rigidity, seal with sealant. W Q U 2.02 FABRICATION - Q 1!i Q A. Lumber Grading Rules: SPIB, WCLI B, WAPA. B. Place os wall Is erected. Completely fill spaces. G. Form sheet metal pans with upstand and flanges. Fill pans watertight with plastic z F s d A. Fabricate glue laminated structural members in accordance with AITC architectural cement. ( ` F B. Sill Plate: Pressure treated. grade. C. Place in lifts. Do not exceed 6 feet pouring height. v PART 3 EXECUTION pp 11 2.02 SHEATHING MATERIALS B. Cut and fit members occura4eiy to length to achieve tight joint fit. Do not splice 2 D. Place temporary signs In rooms which face insulated walls warning workers to use A. Roof Sheathin APA Rated Sheathing, Span Ratio Exposure Durability or join members In Iocati one other than that indicated. caution to prevent loss of insulation if cutting Into walls. 3.01 EXAMINATION AND PREPARATION 9: 9� 9; P Y WW re B. Wall Sheathing: APA Rated Sheathing, Span Ratio Exposure Durability. C. Fabricate member with camber built in. SECTION 07510 - BUILT -UP BITUMINOUS ROOFING A. Ve r l if y roof , openin aarba, pipes, s sleeves, e ducts, n or il vents throu ca roof are Q g: g, p g; p y. soidl set cant strips ontl reglei in plac, and aing stris loted. Q D. Fabricate steel hardware and connections with joints neatly fitted, welded and PART I GENERAL > s! 0 2.03 ACCESSORIES ground smooth. B. Verify membrane termination and base fleshings are in place, sealed, and secure. Y Q m 0 6i iWu asteners: Ga ni lvazed seel for ex h humidity, 203 FINISHES 1.01 SECTION INCLUDES 0 e. A. F '1 2 g y, and treated wood . 3.02 INSTALLATION locations. plain finis h elsewher hi e. A. Built -up asphalt bitumen roofing and top cover surfacing. E 1 9 Q B. Sill Gasket on Top of Foundation Wall: Plate width, closed cell foam glass A. Galvanize connectors in accordance with ANSI /ASTM Al23. A. Install starter and edge strips, and cleats. n fiber strip. PART 3 EXECUTION 1.02 SYSTEM DESCRIPTION e. Secure fleshings, g p p 9 (m� a utters and downspouts in lace using concealed fist snare. F 0 D C. Sill Flashing: Polyethylene sheet or galvanized steel. 3.01 EXAMINATION AND PREPARATION A. she Builet -ut fp nis Roo System: Three ply asphalt membr one system plus mineral surface cap C. Apply plastic cement compound between metal work and felt fleshings. D. Building Paper: No. 15 asphalt felt, air infiltration barrier. A. Verify that supports are ready to receive structural members. 1.03 QUALITY ASSURANCE D. F pl I anes co , and lit mponents nes tight accu in rate t pla. profil Makrners square, surfaces true and straight in ce e es. co E. Termite Shield: Plastic. B. .Coordinate placement of bearing support items. A. Perform work In accordance with manufacturer's Instructions. E. Slope gutters I/4 inch per toot minimum. 2.04 WOOD TREATMENT - 3.02 ERECTION B. UL: Class AFlre Hazard Cl asslf ication. A. Fire retardant: AWPA 0. Iior Type, emically treted a ontl A. Set structural members level and plumb in correct positions. - F. Connect downspouts and seal connection watertight. !N pressure impre Treatment capable of C2 pr ov i tlf nter ° rtaxim ch flans spread /smoke C. FM: Roof Assembly Cl ass if icatlon, .wind uplift requirement of 190, in accordance with } development ratin - B. Provide Temporary bracing and anchorage to hold members in place until FM Conatructi on Bulletin I -28. G. Seal metal joints watertight. permanently secured. 1.04 ENVIRONMENTAL REQUIREMENTS SECTION 07900 - SEALANT AND CAULKING B. Wood Preservative Pressure Treatment: Using water borne preservative with 0.25 percent retainage. - C. Fit members together accurately without trimming, cutting, or any other PART 1 GENERAL unauthorized modification. - A. Do not apply roofing membrane during inclement weather or to damp or frozen deck Q surface. PART 3 EXECUTION 1.01 SECTION INCLUDES V SECTION 06200 FINISH. CARPENTRY 3.01 FRAMING PART 2 PRODUCTS A. Preparing sealant substrate surfaces. (rl�y) PART I GENERAL 2.01 MATERIALS A. Erect wood framing members in accordance with applicable code. Place members B. Sealant and joint backing. Z level and plumb. Place horizontal members crown side up. 1.01 SECTION INCLUDES a IV. o A. Glass Fiber Felts: ASTM 02178, Typ 1.02 SYSTEM DESCRIPTION 0 t. B. Place full width continuous sill flashing on foundations. - A. Finish car 0, ,, , ms, other than shop prefabricated casework; hardware and B. Base Sheet: Asphalt saturated and coated Inorganic base sheet per roofing system J--' ° ttachment acres series. manufacturer's instructions. A. System performance to achieve moisture and air tight joint seals. . W rr tit C. Place sill gasket directly. on 0111 flashing. z d4 D. Curb all roof openings except where curbs are provided. Construct curb members 1.02 QUALITY ASSURANCE C. Mineral Surfaced Felts: ROTH . D3909, white colored mineral granules. 1.03 QUALITY ASSURANCE U of single pi aces per si tle. A. Perform work In accordance with AWI custom quality. A. Perform work In accordance with sealant manufacturer's requirements for u' D Asphalt Bitumen: ASTM 0312, Type III 3.02 SHEATHING preparation of surfaces and material Installation instructions. RECEIVED cl 4 1.03 REGULATORY REQUIREMENTS E. Asphalt Primer: ASTM 041. CRY OF TUKWILA W A. Secure well sheathing with ends staggered, over firm bearing. A. Conform to applicable code for fire retardant requirements. APR 2 1995 i N B. Use sheathing clips between sheets between roof framing members. PART 2 PRODUCTS 2.01 LUMBER MATERIALS PERMIT CENTER A. Softwood Lauber: Graded in accordance with AWI. ......01 B. Hardwood Lumber: Graded In accordance with AWI. 1 F m PART -2 .PRODUCTS 1.03. COO RDINATION 4. Alignment: SECTION07900 SEALANT AND CAULKING cont'tl - 2.01. DOOR TYPES A. - Coordinte work of this section with other direct) affected sections requiring an a A ll n verti wlthln ° toleran o f I In 1000. '� � .' - 1.04 ENVIRONMENTAL REQUIREMENTS - -Y q 9 Y 9 inte reinforce for door hardware. - b Al lggn horiz a toler of in 500. A. Mol temperature and humidity recommended by the sealant manufacturer A• ' Flush Interior Doors, 1 -3/4 Inches thick; solid core construction. c ,I fram members to rece a finishe plaster surface, ali finish : :during and after Installation.. 2 -. DOOR CONSTRUCTION 1.04 DELIVERY, STORAGE, MID HANDLING subsurf to var not mor than 1/8" f plane surfaces of a front ng and furring members. PART 2 PRODUCTS 5 - A. Packege hardware - Items indiv)duolly. Label and identify package with door. opening A. Core (Solid,. Non- hated): ANSI /NMDA, 'type solid wood glued block core or solid code -to match schedule.. 5. Install approved metal lath In strict accordance with manufacturer s 2.01 SEALANTS - Porticieboard core. recommendations as a roved b the Architect, and with A . SI icone Sealant: AST C92O; sngle component, solvent non- sag91 ^9= 2-03 FLUSH DOO FACING.. PART 2 PRODUCTS PP Y Pertinent g - requirements of governmental agencies havingjurisdl jurisdiction. non- stalnin , . t gus re$lst' : non - bleedin color as selected. A. ` Wood Veneer: ANSI A C us TOm r 2.01" KEYING 6. Per Corm mixing, plastering and plaster curing In strict accordance ?with /N g ode; species wood, rotary sliced with provielone of referenced standards. A. Elongation Capability: 25 percent 'd an. notch grain far transparent finish. A : Door Locks: Grand master keyed. Include control keying with removeble core a cyl fin - 7. Scratch . coat (3/8 "thickness)• , 2'. Service Temperature Range: -65 to °180 degrees F B. Piast lc Laminate NENA LD 3, general purpase type, 0.125 I nch thick: C. Adhesive: ANSI ffMOA, T A B. Supply two (2) change keys for each lock ontl master keys. a) pply with "sufflclent mrlol and force to form good keys, embedding and 3, Shore AHardness Range: l5 to 35 / ype Ior 11, filing all spaces of laateth. IU ` PART 3 EXECUTION E b Score g: to receive brown coat. '�_ 2.02 ACCESSORIES- ' 'FABRICATION c Cu Po c ement shall contain sufficient moisture for at least 48 3.01 EXM/I NATION AN DPREPARATION hours to assure to assure hydration. A, application. on stoini ng type, s recommended by sealant manufacturer to suit A. Fabricate non -rated doors in accordance with ANSI /NWMOA 1 d) Do not apply plaster to surfaces which contain surface water. :5 1 requirements. A. Verify that door and frames ore reedy to receive work as indicated. app li cat - - B. .Fabricate doors with hardware reinforcement blocking In place. - . • '.'.. 8. Brown coot (3/8' thickness): > - B. Joint Cleaner: Non - corrosive' and non- staining type, recommended by sealant 3.02 INSTALATION manufacturer; compatible with joint forming materials. C. Factory machine doors for finish hardware. a) Do not apply :brown coat sooner than 48 hours after installation of scratch tP PART 3 EXECUTION A. Install hardware in accordance with manufacturer's. instructions. coo T. C. Joint Backing: ASTM D1056; round, closed cell foam rod; oversized 30 to 50 - - b) Bring out to grounds, straighten to a true surface, and leaveTsufficienily percent .larger than :joint width. - B. "_ y Use templates provided by hardware )ten manut actu rev. rou h to assure adequate bond of finish coat. i 3,01 INSTALLATION D . B o o B r e k r : Pressure sensitive tape recommended by sealant manufacturer to 3.03 SCHEDULE - c) hours to assure ationhali con t a l n s u f f i c l e n f malsture for at least 48 A L Int appal A. install doors In accordance with manufacturer's: Instructions or ANSI /NNNOA I., S-.1 d) Do not apply plaster to surfaces which contain surface water. e. requirements A. Hardware as specified on drawings. 9. Finish coat (I /B" thickness): PART 3 EXECUTION : B. Coordinate Installation of doors with natallation of frames epecifled in Section SECTION 08800 GLAZING - , L S� . 3.01 EXAMINATION AND PREPARATION '.08110 and hardware specified. in Section 08710. - a) Do not apply finish coat sooner than seven days after installation of brown �\ W PART GENERAL coat. p Q A. Verify that substrate surfaces and joint openings are reedy to receive work. C, Adjust door for smooth and balanced door movement. b) .^ Apply a medium textured dash finish coat in a patter approved ?by C4 el INSTALLATION. TOLERANCES 1.0).. SECTION-INCLUDES - • 3,02 Ar chl ontl onal Project Mnae. B. Remove loose materials and foreign matter which Might irtpair adhesion of - - c) Provi ect IntegrMa c l D color as selected a by g A when Elastomeric finish Is A. -:G lass and. Iazin for Sections .ref erencin : -T his Secf loo f or oducis and . sealant: - .9 9 9 Pr not used. A. Conform to ANSI /NNNDA requirements for fit and clearance tolerances and installoifan. 1�j C. - Verify that joint backing and release. tapes are compatible with sealant. maximum diagonal distortion.. _ - - 10. Finish plaster true and even within a tolerance of one in 500, leaving finished IIrc - - - 1.02: SYSTEM DESCRIPTION - surface free from tool marks and other blemishes. -` -. D. Perform preparation In accordance with ASTM C790 for latex base sealants. SECTION 08410. - ALUMINUM ENTRANCES AND STOREFRONTS A. Glass and glazing materials of this Section shall provide continulty of building 11. Wipe metal accessories clean after application of each coat. 3.02 INSTALLATION - PART :..I GENERAL encioeure;both vapor and air barrier. ' 12. In addition to other. protection, protect adjacent surfaces from accidental - 1.01 A. Clean joints In accordance with manufacturer's instructions. SECTION INCLUDES 9. • Size glass to withstand dead loads positive negative live loads acting application of plaster. ' ' ` normal to plane of . glass. B. Install'. sealant In accordance with manufacturer's instructions. A. Aluminum doors, door frames, aluminum w indow frames. , ` ' - 13. In addition to other requirements for cleaning, immediately upon completion of 1.03 QUALITY ASSURANCE of spilled and splashed plaster. C. Measure joint dimensions and size materials to achieve required width /depth 1102 SYSTEM DESCRIPTION - • ratios. A. Perform work In accordance with FGMA Glazing Manual, FGMA.Sealant Manual for SECTION 09260 - GYPSUM WALL BOARD SYSTEMS A. ..System performance to. provide for expansion and. contraction within system glazing Installation methods. . D. Install joint hocking to achieve a. neck dlmensIon no greater than 1/3 the components caused by . temperature cycling. : '. :- WARRANTY PART I GENERAL joint width.., 1,04: B. Limit air : leakage through ossembiy to 0.06 cfm{/min /sq ft of'. well area, measured at - : 1.01 SECTION INCLUDES E. Install bond breaker where joint backing Is not used. 0 reference differential pressure. °arose assembly of 1.57 - psf as measured io.. A. ,Provide flue year. warranty, Including coverage for sealed gloss units from seal .:accordance with AAMA 501 ASTM E283, - - failure; Interpane'.dusting. or misting, and replacement of same. A. Metal stud .wall framing. .,, mm F. Apply sealant within recommended application temperature ranges. Consult ceiling framing. manufacturer :when sealant cannot be applied within these temperature ranges. C. :Wolter Leakage: None when measured In accordance with AAMA 501 and ASTM PART 2 PRODUCTS B. Metal channel ,. E331, with a test pressure difference of 2.86 IDs /aq ft. `' �. G. Tool joints as required. � � _:�' 2Of FLAT GLASS MATERIALS C. Gypsum board with taped and sanded joint treatment. N F D. Design and size members to i dead Ioatle caused by pressure and auction . - O O ktp ' of wind. A. : Clear. float Gloss er. 1/4 Inch thick minimum. 1.02 QUALITY ASSURANCE jy �' DIVISION 8 - DOORS AND WINDOWS E. .Drain water entering the framing system To exterior. B. Safety Dless: Clear; fully tempered; conforming to ANSI 297.1; 1/4 Inch thic ` k A. i t+f . Pe armiork Ih accordance wi ASTM C840 GA -201 - Board for 11s , minimum. , aFRAMES d rt Ceilings. GA -216 - Recommen ded Speci tcatlons fo Gypsum r the, Application Wa and l SECTION 08110 STEEL DOORS AND FRAMES 1.03 WARRANTY - ' FinishingofGypsum. Board. i1 01 C. T Class: Float Type, ight reducing inbronzcolor; I lg h t tr ansmittance of Q , .PART I GENERAL A. Prov (de Live year warranty. SO percent; shading of .69. -::7 I / 4 In thi mi n i mum. PART 2 PRODUCTS p Q 1.01 SECTION INCLUDES PART 2 PRODUCTS 2.02 SEALED INSULATI NG GLASS MATRIALS 2.01 GYPSUM BOARD SYSTEM ,, A. Steal doors and frames :U 2.01 MATERIALS A. Insulated Glass - nits: Double pane with interpane space. purged with dry hermetic A. Studs and Tracks on Interior Walls: ASTM C645; GA -216 and GA -600; galvanized m 111LLp�� - air; iota i.,unit thl cknes s of I Inch. min )mum. - sheet steel, 22 ono IB gauge, C shape size as Indicated on drawings. i - :1.02 WALT TY ASSURANCE : A. Extruded Aluminum: - ASTM B221 54T; 6063 -T5 alloy, G.S.I OA -TS temper.. O l . r - PART 3 EXECUTION B. Furring, Framing and Accessories: ASTM 0645 GA -216 , and GA -600. A. Conform to the following: B. Sheet Aluminum: ASTM B209 54T; 6063 -T5. alloy, G IOA -TS temper. - C. /1'�' 3:01 EXAMINATION NATION AND PREPARATION . Studs and Tracks on Exterior Walls: 18 gouge with the following properties: s.� df f 6 .. - I SDI -100 - Standard Steel Doors and Frames. C. Sheet Steel: ASTM A446. Sx= .6485, Ix =1.8340, A =.4184, Rx =2.09. N �rzr 6 �$ Q p - A. Verify.t Foot openinge for glazing ore correctly sized, within tolerance, and glazing 2. D - Doom Hardware Institute - The Installation of Commercial Steel 0, :Fasteners: Stainless steel .:channels' or recesses are clean, free of obstructions,- and ready. to receive glazing. D. Bracing cold rolled U channel IB gouge, 5 -1/2 or 3 -1/2 „ F as indicated on drawings. - Y ,b _ y •al a J ., pm Doors and Steel From s,: and Builder's Hardware. _ � E. .Sealant and Backing Na ter i.a ls: As specified In .Section 07900 : 8. :'Seal porous glazing channels or reassess with substrate rata compatibleprimar or E. - Blocking and Backup of Metal Stud Walls: 9 -I/2 ", 18 gauge metal studs. (2)" F � 4s Q� l { �, j _ � 3. Handicapped: ANSI Al17.1.. - sealer. F.. Dr wa1 -1 Chases: '..1 -I 2" 22 au a metal studs. K I- r 2.02 --FABRICATED COMPONENTS _. - - -. _ - Y / 9 9 i b PART 2 PRODUCTS. _ 3.02 CLEANING ^ A. Frames:' 2' x 4 -1/2' thermally broken with glazing stops. - G. G y psum Board T I /2 ontl / inch }h maximum perm length; ends p 2.01 DOORS AND FRAMES A. Remove glazing materiels from finish surfocea_ s cut, tape ed g es; u 5 n less note otherwise as folisslo U m 4 N B. - Doors: 2._ inches thick, 2 -1/8 inch wide top rall,-2 Inch wide vertical stiles, U U Q g F• T - :: A. Exterior Doors; - SDI -100 Grade II' Model 2.. - 10 than wide bottom rail; beveled glazing stops. ,- B. Ranave labels after Work is complete. I, Standard Type: AS M C36 _ j & � a = ` ' � , _ - - B.' Exterior F ra me s: 16 gauge thick material, core thickness. 9 9 - C. Fleshing s: Aluminum or galvanized steel, finish to match mullion sections where C. - Clean g lase. - 2. Fire Rated Type: ASTM C36 fire resistive, UL rated. � 6 K 1 Z - . 000 fififi g exposed. - yp� C. Interior Frames:. 18 gauge thick. material, core thickness. 3. Moisture R ASTM C630. al l- W R m C1 2.03 'GLASS AND GLAZING MATERIALS. DIVISION 9 - FINISHES Q > W 4. CemenfItious Backing Board: High density, cementltious, glass fiber reinforced, D. .Door Core: Mineral fiberboard steel channel grid vertical steel stiffeners. a qqq A. Glass and Glazing Materials: As specified in Section OB800. 1/ 2 Inch thick. a � p® �S t � �. ..2.02 ACCESSORIES ' SECTION 09200 LATH 2.02 ACCESSORIES S Y - Y LL' D yi F v A. Silencers: Resilient rubber. - A. GENERAL: A. Corner Beads: Metal. A. Hardware:' As specified in Section 08800. - - S,.11'6 t fA . B. Removable Stops: Rolled steel channel shape. - 1. In addition to complying with pertinent. codes and regulations of governmental B. Edge Trim: GA 201 and GA 216, Type L bead and U shape exposed reveal bead. O �"' • 2.05 FABRICATION agecies havfe9 jurisdictin, compiy'wiwhmaerial9 handling and workmanship 9 yP P p _ A. Fabricate doors and trams allowing for minimum clearances and shim spacing Contracto s Association. C. Joint Materials: AS 2.03 FABRICATION - DOORS '.p rovl alone of Reference SpeclficaT ions of Cailforn i Lathing and Plastering ASTM GA an , reinforcing 201 d GA 216t of arcing tape, joint compound, Z t -u� i O y - - A. Fabricate doors with hardware reinforcement welded In place. around perimeter of assembly. adhesive, and water. O U Y y� C - - , B. PRODUCTS:'• D. Fasteners: ASTM C1002 T e W nal is or ASTM C1002 Type 512 hardened screws B. Close top and bottom edge of exterior doors with inverted steel channel closure. B. Accurately and: rigidly o fit cure joints and corners so that they. are flush, yP YP LL Seal joints watertight.: hairline: tight, and weatherpproofroof. . I. Steel channels: GA 216. .2.04 FABRICATION - FRAMES C. Arrange fasteners, attachments and jointing to ensure concealment from view. a) Comply with ASTM A109 or ASTM A303. E. Adhesive: ASTM C557 GA 216. 0 z J a b H r cld rolld channels for framing: Use galvanized. A. Fabricate frames for knock. down field assembly. D. ''Prepare components with internal reinforcement for door hardware. c PART 3 EXECUTION O Cold- rolled channels: Provide flanges not less than 7/16" wide. U s B. Fabricate frames with hardware reinforcement plates welded in place. Provide 2.06 .,FINISHES 2. Metal plastering accessories: 3.01 INSTALLATION - METAL STUDS �1--- � I N �D 00 2 LLLL Q I u1 N N mortar. guard boxes. - A. Install metal studs in accordance with manufacturer's ac}ur er 's instructions. Q m A. Exterior Aluminum Surfaces: Anodized; color es selected. - o) 'Fabricate from 26 gauge or heavier hot -dip galvanized steel, prime - a pp C. Prepare frame for silencers and Install. coated unless otherwise specifically approved by the Architect. B. Interior Aluminum Surfaces: Anodized; color as selected. b)) Uae manuf rea "atandartl shapes specif icoll desi for proposed use. B. Metal Stud Spacin I6 inches o.c. D. Fabricate frames to suit masonry wall coursing with 4 Inch head membe c) P rovide protective coatin to per of overspra upon completion w y C. Apply bituminous paint to concealed aluminum surfaces in contact with cementitious of plastering. C. Partition Heights: To 4 inches above suspended ceilings. Install additional bracing y Q m 2.05 FINISH or dissimilar materials. for partitions extending above ceiling. t5 0 O 3. Hangers supporting runner channels: 3.02 INSTALLATION - WALL FURRING E tfl 0 � = A. Steel Sheet: Galvanized to ASTM: A525 3.01 EXAMINATION AND PREPARATION - , B. Primer: Air dried or baked. - A. -Verify .. a) dti Fe sSp annealed gel wire not smaller than 8 gauge and complying S 4 y that wall openings s 9 and adjoining air and vapor seal materials are ready to wi with Fed Spec n neale 6I. S galvanized. A. pace furr maximum I6 In O a Z ches on center, not more than 4 inches from floor and D receive work of This section. _ - b) Flat iron or steel straps at least 3/32" x 7/8" size, galvonized ?or coated ceilin li abutting walls. m 0 PART 3 - EXECUTION with : rust- Inhibitive paint, may be used in lieu of specified hanger wire. 3.02 INSTALLATION 3.03 INSTALLATION - CEILING FRAMING 3.01 INSTALLATION - 4. Metal. lath: Provide the appropriate "K- Loth" manufactured by K -Loth Division A, Inelastall c dear; frames, gIoing, hardware and fleshings in accordance with of Tree Island Steel, P.O. Box 2120, Monrovia, CA 91016 (818) 357 -5057. A. Install in accordance with manufacturers instructions. A. Install doors and frames in accordance with ANSI/501,00. 0. n of aturer Instructiohs - - 5. Cement: B. Coordinate location of hen of walls, columns and above era with other work. Install ceiling ceiling work. g framin independent B. Coordinate Installation of doors and frames with installation of hardware specified B. Use the app ropriata anchorage devices to securely attach frame assembly to in Section 08710. structure. - a) Comply: with ASTM CI50, type I - b) Do no t. use plastic cement of ny kind. C. Reinforce openings in ceiling suspension system which Interrupt main carrying i C. ' Coordinate with masonry and wallboard - wall. construction for from anchor C. Align as sembl yplumb and leyel,freeof warp. or twist. Maintain assembly channels or furring channels, with lateral channel bracing. }f placement. d lmensiona 1. to ter amass, al )shins with adj each Twork os shown on the drawi drawings. 6. Lime:. t8 D. Laterally brace entire suspension system. �u SECTION 08210 - WOOD DOORS D. Coord ?:,':1;7,17Z' on tl sea l:'of air and vapor b arrier mat erla .P fIbr ous o) Provide dr h y drated IImO compl wlih ASTM C2 V, i pa ce s a t perimeter of assemb to maintain ontinf of thermal b) LImo put Ty.( if used): ?Weigh no mare than 83 lbs. per cu.. ft. 3.04 INSTALLATION - GYPSUM BOARD . .PART 1 GENERAL barrier. - - .. Q 7. Sand: Comply with ASTM C144, clean and well graded from coarse A. Install gypsum board in accordance with GA -201, GA -216 and GA -600. m _ 1,01 SECTION INCLUDES E. . install hardware using templates provided. Refer to. Section 08705 for installation to fine. 990''' requirements. - B. Fasten gypsum board to furring or framing with nails or screws. A. Wood :doors. '8. Water-: Clean and free from deleterious amounts of acid; alkoll, and organic 1 02 QUALITY ASSURANCE F. Install gloss In accordance with Section 08800, using exterior method of glazing. materials. C. Place corner beads at external corners, Use longest practical length. Place edge d) 6 x p YP 9 9. Build trim where gypsum board abuts dissimilar materials. z_ x G, Install erimeter t e sealant, bockin materials, and installation re q uirements in r ing paper aT tower caps: Provide minimum two layers, 30 ?pound, Type I Y A. Perform work In accordance with the following: accordance with Section 07900. barrier paper, Grade A, high water resistance. D. Treat cut edges and holes in moisture resistant gypsum board with sealant. I. .ANSI /NWWDA I.S.I. SECTION 08705 - DOOR HARDWARE � 10. Provide 3.05 JOINT TREATMENT 4 control joints ontl plaster reveals as shown on exterior elevations. 4 ��i t 03 WARRANTY. PART I. GENERAL C: Execution:. A. Tope ready fo r, fIll ecei and ve F sand n exposed joints, edges and corners to produce smooth surface, RECE hes. CRY OF TUKIVED WIIA O I1 A. Provide warranty under provisions of to the following term: 1 SECTION .INCLUDES I. C a refu l ly codrdinaTewwl th other trades assure proper provision In such work ti for install °flan of work of this section B. Feather coats onto adjoining surfaces. QDR 2 5 SS5 w r dF I. - Interior Doors: Two (2) years. - A. Hardware for wood, hollow steel, metal, and aluminum doors. a il 2. Provide embedded wire supports as necessary. - C. Taping, filling, and sanding Is not required at surfaces behind adhesive applied a E j a B. Include. coverage for delamfnatlon of veneer, warping .beyond. specified B. Thresholds, weethers4Ylppin9,_ seals, and door gaskets. Ceram c tile, or F.R.P. PERMIT CENTER doff >� N a.f 3 Inst members and co mponents In strict ac wi th ar ban ements shown .installation tolerances, defective materialt, telegraphing core construction. } 3.06 TOLERANCES 1.02 QUALITY ASSURANCE on d and manu recomnan Moti as ap by he Ar chltect. . . A. Perform Work In accordance with ANSI A117.1 - Specifications for Making Buildings A. Maximum Variation from True Flatness: I/8 Inch in 10 feet in any direction. i /Y /( . and Faci )) Accesalble to and Usabl eby the Phya ically Challenged. pp 4 qy ( / J, / /L_ \1 I -' - rG�'- sou;- rar:�- istsreai m ' SECTION 09300 - TILE 3.04 TOLERANCES - K. Interior wood Itemev Scheduled to: Receive Transparent Finish: Wipe off dust and SECTION 10800 - TOILET ACCESSORIES grit prior to sealing, seal knots, pitch streaks and sappy sections with sealer. PART I GENERAL A. Variation from Flat and Level Surface: 1/8 inch in 10 feet. :fill nail holes and cracks after sealer has dried; sand lightly - between coots. PART I GENERAL 1.01 SECTION INCLUDES SECTION 09540 - FIBERGLASS REINFORCED PANELS L. Exterior Wood Scheduled to Receive Paint Finish: Remove dust, grit, and foreign 1.01 SECTION INCLUDES matter, Seal:: knots, pitch streaks and sappy sections. Fill nail holes with tinted A. Ceramic quarry tile floor, base and wail finishes, using The thinset PART 1 GENERAL exterior calking compound after prime coat has been applied. A. Toilet accessories. application method. 1:01 SECTION INCLUDES - M. Exterior Wood Scheduled to Receive Transparent Finish: Remove dust, grit, and B. Grab bars. . 1.02 SUBMITTALS foreign matter; seat knots, pitch streaks and sappy sections with - sealer. Flll A. FRP panels nail holes with tinted exterior calking compound after sealer has been applied. 1.02 SYSTEM DESCRIPTION . • A. Product Data: Provide material specifications, characteristics and Instructions for using adhesives and grouts. B. Accessories, trim and mot dings 3 APPLICATION A. Conform to applicable code for installing work in conformance with ANSI A117,1. r 6 B. Samples: Submit two samples illustrating color range for selection. C. Adhesives' A. Apply products in accordance with manufacturer's instructions. PART 2 PRODUCTS LL. 1.03 QUALITY ASSURANCE - 1.02 SUBMITTALS B. Sand transparent finishes lightly between coots to achieve required finish. 2.01 MATERIALS U A. Perform work in accordance with. ANSI A137.1 and the T.C.A. Handbook ter Ceram c A. Product Data: Submit manufacturer's technical data and installation instructions C. Where clear finishes are required, tint, fillers to match wood. A. Sheet Steel: ASTM A366. W The Installation: _ : for each type of sanitary wall panel and installation material. Q D. Back prime interior and exterior wood work scheduled to receive. paint finish with B. Stainless Steel Sheet: ASTM A167 Type 304. PART 2 PRODUCTS - B. Samples: primer paint.. C. Tubing: ASTM A269 stainless steel. 2.01 TILE MATERIALS 1. Color Samples: Manufacturer's standard colors and textures. E. Back prime interior woodwork scheduled to receive stain or varnish finish with gloss varnish reduced 25 percent with mineral spirits. D. Plastic Laminate: NEMA LD -3, General Purpose type; 1 /16 inch thick, finish, A. : Ceramic Mosaic Floor Tile: ANSI A137.I, unglazed surface finish, size. shape C. Maintenance Instructions: Submit manufacturer's printed instructions for : color, pattern, as selected. N and color as selected from ran a ovollable. maintenance of .installed work, including precautions for. use of cleaning materials 3.03 CLEANING g which could damage wall panels. I. Coefficient.. of friction of wearing surface: . Wet and dry values of at E. Adhesive: Two component epoxy, waterproof. t - A. As work proceeds, promptly remove finishes where spilled, splashed ned or 1.03 QUALITY ASSURANCE spattered.. F. Fasteners, Screws, and Bolts. Hot dip galvanized steel, tamper- proof. greater per ASTM C1028 -89 testing and Ceramic Tile Institute Guidelines. A. Single - Source Responsibility: Provide each type of FRP panel as produced by a 3.04 SCHEDULE - EXTERIOR SURFACES 2.02 FABRICATION 1. B. Ceramic Woll Tile: ANSI A137.1, glazed surface finish, size, shape and color single manufacturer - including. recommended molding, sealants and fasteners.: Q as selected from range available. A. Wood - Pointed (Opaque): A. Form surfaces flat without distortion. Weld and grind joints smooth. 1•04 PRODUCT DELIVERY AN_D STORAGE IA Quarry C. Quarry Floor Tile: ANSI AI37.I. glazed surface finish, with abrasive . size, A. General: I. One coat ts of f lated alky primer ealer.) B. Shop assemble components and package with anchors and fittings. gyp` W rega embedded in sumface whe indicated, on - abasive elsewhere Comply with instructions and recommentlaTi ens of manufacturer. 2. Two.: coa. ox enamel semigloss. F shape and color as selecietl - from range available. C. Back paint components to prevent electrolysis. Q 1,05' JOB CONDITIONS - B, Wood - Transparent:'. \ g I. Coefficient of friction o surfaces: Wet and dry values of at D. Provide steel anchor plates, adapters, and anchor components for Installation. ' � least .60 or greater per ASTM CIO28 -89 testing antl Ceramic Tile A. Environmental Requirements: Comply with manufacturer's written recarmen- I. Two coats of stain. Institutes Guidelines. dations regarding envirommental conditions under which ponels can be Installed. E. Hot dip galvanize exposed and pointed ferrous metal and fastening devices. C. Pavement Markings: D. Bose: Match floor the for surface finish, color and coved Internal corner. PART 2 PRODUCTS 2.03 FINISHES 1. Two coats of paint, white. E. Wainscot Cap:. Match wall the for surface finish, color and size. 2,01 MATERIALS - A. Anchors: Galvanize to 1.25 oz /sq yd. D. Concrete, Concrete Block, Cement Plaster: 2.02 SETTING MATERIALS A. Fiberglass Reinforced Panels B. Ferrous Metals - Shop Primed: Pretreat and clean, spray apply one coat primer I: One coot of primer sealer latex. and bake. A. Organic Adhesive: ANSI A136.1, Type 1, thinset bond type. 1• Subject to conforming to the following: - 2. - Two coats of latex, flat. C. Enamel: Pretreat, one coat primer and two coats baked enamel. B. Thinset Mortar Materials: ANSI A118.4 Latex Modified, Portland cement, sand, U. :Thickness: 0.09 inches. E. Steel - Shop: Primed: latex additive and water. b. Flame Spread: Class C. D. Chrome /Nickel Plating: ASTM 8456, Type SC 2; satin finish. c. Smoke Developed: Under 300. 1 Touch -up with alkyd primer. 2.03 GROUT MATERIALS - d. Impact. Strength (IZOD.): 2. Two coats of alkyd enamel or latex, semi- gloss. E. Stainless Steel: No. 4 satin luster finish. e. Barcoi Hardness: 55 A. Grout: ANSI AI18.6,' ceramic tile grout. f. Water Absorption: Less than 10 percent. F. Steel - Galvanized: PART 3 EXECUTION B. Color Admixture: .Color as selected. B. - Accessories and Molding; I. One coatof galvanized primer. 3.01 EXAMINATION AND PREPARATION 2. Two coats of alkyd enamel, semi - gloss. 2.04 MORTAR AND GROUT MIX 1. Manufacturer's standard or recommended one piece vinyl. A. Verify exact location of accessories for installation. 3.05 SCHEDULE - INTERIOR SURFACES A. Mixand prortion pretmix mortar and grout materials in accordance with C. Adhesive: B. Deliver inserts and rough -in frames to site. Provide templates and rough -in 111 PT manuf acTure s Instructions. A. Wood - Painted' measurements as required. I. Manufacturer sstandard or recommended high strength water boss adhesive M ® ii 3 EXECUTION for subs tr aT einvolved. I. One coat of alkyd. primer sealer. 3.02 INSTALLATION fa r 2. Two coats of alkyd enamel, semigloss. ldy M 3.01 EXAMINATION AND PREPARATION D. Sealant: A I nsiru on ctisures, accessories and items In accordance with manufacturers' T B. Wood - Transparent: A. Seal substrate surface crocks with filler. I. Manufacturer's standard or recommended. - I. Filler coat (for open grained wood only). B. Install plumb and level, securely and rigidly anchored to substrate. 3.02 INSTALLATION PMT 3 - EXECUTION 2. Two coats of slain. .4 :5 tM 8$ $ AM 3. One coat of sealer. Gi a A. Install adhesive, tile and grout In accordance with manufacturer's instructions. 3.01 EXAMINATION AND PREPARATION 4. Two - coats of. varnish, flat. DIVISION 15 - PLUMBING AND MECHANICAL B. Set the to pattern Indicated. Do not Interrupt tile pattern through openings. A. Examine surfaces to receive FRP panels and condition under which panels will be C. Concrete, N Ig:1!„..;'. if : Concrete Block: y,� & installed. Do not proceed with work until surfaces and conditions comply with � III � C. Cut and fit tile tight to penetrations. Form corners and bases neatly. Align requirement indicated In manufacturer's Installation instructions. I. One coot of block filler. • SECTION 15400 - PLUMBING O floor base and wall joints. 2. Two coats of, latex flat. 'semi - gloss. >> 3.02 INSTALLATION - PART I GENERAL s( D. Grout tile joints. Make joints. watertight, .without voids, cracks, excess •0. Steel Unprimed: ddff QQ Z 3 mor tar or excess . grout. A. Workmanship: 1.01 SECTION INCLUDES y r UtJll�tj I. One coat f lkyd .. l g E. Apply sealant IX jARStIRn of Tile and dlhhimIIar materials and junction of I. .Installation should be performed in strict accordance with manufacturer's 2.. - Two coats o of a alkyd pr enam semi- gloss.. A. Pipe and pipe fittings, valves. Al § ?� � �C dissimilar pl ones. - written instructions by workmen experienced in this trade and performed : in a 6,L_ 6 i $ y lg91 6) 6 workmanlike manner. - E. Steel - .Primed:. B. Plumbing Specialties: Roof and floor drains, interceptors, cleanouts, backflow O F F SECTION 09511 - SUSPENDED ACOUSTICAL CEILINGS preventers, water harmer arrestors, thermostatic mixing valves, hose bibbs /hydrants 2. . R ACOUSTICAL B. ADHESIVE: I.. Touch -up with prig tool primer. O J Q c4 g E sil - PMT I GENERAL - Two coats of alkyd enamel, semi- gloss. C. Plumbing Fixtures. J sI .-• I. Adhesive will be applied in strict accordance with the Instructions, and under 1.01 SECTION INCLUDES conditions recommended as appropriate to the specific adhesive being used. F. Steel - Galvanized: D. Plumbing Equipment. fllJ�Q _ WIu m Q F, A. Suspended metal grid ceiling system. - C. MOLDINGS: I. One coat of golvanItt primer. E. Identification. W to 4 - _ 2. Two coats. of alkyd enamel, semi-gloss. W Z B. Acoustical the panels. I. All panel edges, inside and outside corners are to be finish edwifh the - 1.02 SUBMITTALS O DC Q manufacturer s brand.FRP moldings appropriate To that purpose. G. Plaster, Gypsum Board: _ f•" 1.02 SYSTEM DESCRIPTION ri A. Product Data: Provide for plumbing specialties, fixtures, and equipment. D. SEALANT 1: One coat of alkyd primer sealer. UU' r wp� a. fl 41 2 A. Install. system capable of supporting imposed loads to a deflection of 1/240 2. Two coats of alkyd enamel, semigloss. 1.03 WARRANTY f:). O maximum. I. All ma)ding chann and jints o between the system and different materials will u1Q Z t py B be sealed with sil icone sealant. H. Wall Surfaces Under Vinyl Wall Covering: A. Provide one year manufacturer's warranty. s 0 ®Qf!1 6 CC B. Conform to applicable code for fire rated assembly combustibility requirements I. One coat of alkyd primer sealer. 1.04 SYSTEM DESCRIPTION it Q ipppyyy���II for materials. 3.02 CLEANING LL yl O y PART 2 PRODUCTS A. - After completion of installation, clean panels as per manufacturer's recommen SECTION 09950 - WALL COVERINGS A, Provide complete and fully operational systems to meet requirements indicated and in < & m dations and specifications. accord with applicable codes and ordinances. Contractor must immediately notify Project O F 2.01 SUSPENSION SYSTEM _ PMT .I GENERAL Manager of any conflict between drawings or specifications and applicable codas or Z � � ; O Z P SECTION 09900 - PAINTING - ordinances. A. Grid: ASTM 0635, intermediate, exposed T configuration; components the HAS and 101 SECTION INCLUDES o U ,Interlocking. PART I GENERAL - PART 2 PRODUCTS R A. Surface preparation and prime .painting. LL B. Accessorle Stabilizer bars clips splices edge moldings hold down clips and 1.01 SECTION INCLUDES - 2.01 SANITARY SEWER PIPING, BURIED BEYOND BUILDING required for suspended rid system. B. Wall covering. 12Vii A. Surface preparation and field application of paints and coatings. A. Cast Iron Pipe: ASTM A74, service weight with neoprene gaskets. Q Zpf p a , C. Grid Materials: Commercial quality coiled rolled steel with galvanized coating. 1.02 ALLOWANCES O ,n t 1.02 ENVIRONMENTAL REQUIREMENTS B. PVC Pipe: ASTM D3033 or D3034, SUR 35, with elaatomeric gaskets, or cemented joints ( \ /1;11 D. Grid Finish: Color as selected. A. Cash Allowance: using ASTM D2564 solvent. ' v pQO N A Store and apply materials In soul rommen tot conditions required by manufacturers E. All Iludurchase, deliver n Q Support Cha - g• C. Corrosion resistant cast iron alloy pipe: "Duriron" or equal. gppllcatlon nnels and Hangers: Galvanized steel, size and type to suit . instruct ions. B. Allowance includes p Y and Installation of wall covering. PART 2 PRODUCTS 1.03 SYSTEM DESCRIPTION 2.02 SANITARY SEWER PIPING, BURIED AND ABOVE GRADE, WITHIN BUILDING 2.02 ACOUSTICAL UNITS 2.01 MATERIALS A. Wall Covering Materials: Conform to applicable code for flame spread /smoke A. Cast Iron Pipe: ASTM A74, service weight, with neoprene gaskets. A. Acoustical Tiles: Conforming to the following: developed ratings of 25/50 when tested to ASTM E84. 0 Y IQ Cotngs Ready mixd (excet field catalyzed) coatings of. good f low and B. Cast Iron Pipe: CISPI 301, hubless, service weight, with neoprene gaskets and > Q B I. Size: 24 x 24 Inches. A. - bru : ing properties, e ca p pable of drying or curing free of streaks or sags. 1:04 ENVIRONMENTAL REQUIREMENTS stainless steel clamps. m O §'T 2. Thickness: 5/8 Inches. B. Accessory Mterials: Linseed oi l, shellac, turpent paint thinners and other A. Do not ay materis when s urface aieemp are outside the C. G Copper TuB Bobe: STM 8306, type DWV with cast bronze or wrought copper fittings and g F O materials re To ach lava th e finishes specifie temperature ppl ranges al required b the adhe sive nb or ni v overing product rade SOld oints. � Y $ Q 3. Surface Finish: Non - directional fissured or directional fissured. manufacturer. O O Q 2.02. FINISHES D. ABS Pipe: ASTM D2680 or D2751 with solvent weld joints. 4. Edge: Square. B. Maintain these conditions 24 hours before during and after installation of A. Refer to schedule at end of section for surface finish and color schedule. _ adhesive wall covering. E. PVC Pipe: ASTM 02729 with solvent weld joints, using ASTM 2564 solvent. B. Non - Acoustical Tiles: Conforming to the following: PMT 3 EXECUTION PART 2 PRODUCTS F. Corrosion resistant cast iron alloy pipe: "'Ouriron" or equal. l. Size: 24 x 24 and 24 x 48 Inches 3.01 EXAMINATION AND PREPARATION 2.01 MATERIALS 2.03 WATER PIPING, BURIED BEYOND BUILDING 2. Thickness. I/2 inches. ast - a 3. Surface Finish: Vinyl faced. A. Verify that substrate conditions are ready to. receive work. A. Wall Covering: Vinyl coated fabric roll stock, conforming to the following: A. C I n ro ica n l Pi Join pe: ts ANS and 3/4 I /AWWA Inch CI51 dwiameteith ductile iron fittings rubber gasket, 13 oz a d mechr rods. B. Measure moisture ontent porous surfaces using an aleronic noittAit Teter. I. Total Weight: / q Y oz 4. Edge: Square. Do not apply finis unl s moisture content is less than ct 12 percent. - IB To 21 /Tin ft B. Copper Tubinc�: ASTM BBB, Type K, annealed with wrought copper fittings and PART s T 3 EXECUTION C. Correct minor defect and clean surfaces which affect work of this Section. B. Adhesive: Type recommended by wall covering manufacturer to suit application compreaelon joints. 1 type - C. PVC Pipe: ASTM DI785, Schedule 40, or ASTM D2241, minimum 150 psig 3.01 .EXAMINATION D. Remove . or mask electrical plates, hardware, light fixture grim, escutcheons, and pressure rating with solvent weld joints. prior To preparing fittings r ing surfaces or finishing. C. Substrate Filler: Recommended by adhesive and wall covering manufacturers o 1. 2.04 WATER PIPING, BURIED UNDER BUILDING A. Verify that layout of hangers wI11 not Interfere with other work, 9 p compatible with substrate: E. Gypsum Board Surfaces : Fill minor defects with latex compounds. Spot prime 3:02 INSTALLATION - SUSPENSION SYSTEM - defects after repair . PART 3 EXECUTION , A. C opper 95T Tu A so bing: lde joST 888, Type K, annealed with wrought copper fittings and Grade M ints. O Z A. Install system in accordance with manufacturer's instructions. F. Galvanized Surfaces:. Remove surface contanlnation and oils and wash with 3.01.:. EXAMINATION AND PREPARATION Z solvent. Apply ctlat of atchinO primer. B. Cost Iron pe: NSI AWWA CI51 with ductile Verif that ubstrate surfaces are flat. and prime painted, ready to receive work. mechanl cal Pi joints A and / 3/4 Inch diameter rods. Iron fittings rubber gasket, 0 B. Coordinate the location of hangers with other work. Where components prevent A. y s 52 the regular spacing of hangers,, reinforce the system to span the extra distance. G. Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: Remove. f- foreign matter. Remove oil and grease with a solution of Tri- sodium phosphate, B. Fill cracks and smooth irregularities with filler, sand smooth. Vacuum clean 2.05 WATER PIPING, ABOVE GRADE RECEIVED Q 1 C. Hang system independent of walls, columns, ducts, pipes and conduit, rinse well and allow To dry. surfaces. C T e L, hard drawn or soft tam er, with cost brass or ITY OF TUKWILA Wsl roan axis leaving equal border units according Uncoated Ferrous Surfaces: Remove scale by wire brushing, sandblasting, clean by C. Measure moisture content of surfaces using n electronic moisture meter. Do A, Copper Tubing: ASTM 888, YP P V D. Locate system on 9 a g to reflected H. g wrought copper tit}ings and Grade 95TA solder jo iota +nnc 1L r+ pion. after r e p with solvent. Apply treatment of phosphoric acid solution. Prime paint not apply coverings unless mot sT a re content of surfaces are below recomended p HI 2 J 177: G after repairs. maximum. B, Galvanized Steel Pipe: ASTM A53 or Al20, Schedule 40 with cast iron fittings and V h E. Install edge molding at Intersection of calling and vertical surfaces using grooved mechanical couplings. PERMR CENTER in iO l ongest prac ong }h I. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust, s 2, STOflM WATER PIPING, BURIED BEYOND BUILDING 1 9 F - - clean surfaces with solvent. Prime bare steel surfaces, � � � � � ' 3.03 INSTALLATION - ACOUSTICAL UNITS J. Interior Wood Items Scheduled To Receive Paint Finish: Wipe off dust and grit A. t Iron Plpa: ASTM A74 service weight with neoprene gaskets or lead and oakum jolnta. A. Install acoustical units level, free from. damage, twist, warp or dents, p f Seal knots, p streaks and sapp sections with sealer. Fill nail I /'� 1� ' holes a croaks after primer h dried; sand between coats. B. crate Pipe: ASTM C14 with rubber gaskets. _( / J "L � C. C Pipe; ASTM D3D33 or D3034, SDR 35 with el as }cmerlc goaket } 1FR 2 I�y t I 10q: : p. ,; . = W SECTION 15400 - PLUMBING cont'd 2.07 STORM WATER PIPING, BURIED AND ABOVE GRADE - 2.35 WATER CLOSET .3.02 INSTALLATION I. Gas Burner: Forced draft type burner with adjustable combustion air supply, pressure regulator, gas valves, manual shut -off, Intermittent spark ignition, A. oakum joi C ast Iron nts. c Pipe: ASTM A74 service weight with neoprene gaskets or lead and A. 13o mounted itreous chin ith elangaced 018 rim, 1 - i/2. loch spud, t A. Provide: dielectric. connections; wherever jointing dissimilar metals. flame sensing device, automatic 100 ercent shut -off ilot, and hi h limit control. n Do F l loor t cape; Manu Ame ican Sa 2221:, elongated syphon je Temperature sensor sensing bonnet temperatures Independent of burner controls, type or equal. B. Install. piping" to conserve building space and not interfere with use of space. energizes fan during night setback operation. ,- B. Cast Iron - Piper CISP1 . 301, hubless, service weight with neoprene gaskets and - Group piping whenever practical at common elevation.. stainless steel cl _ B. Flush Valve: Exposed chrome plated, diaphragm type with oscillating handle, - J. .Electric Heating Elements: Helical nickel - chrome resistance wire coil with escutcheon, seat bumper, integral screwdriver stop and vacuum. breaker; 'C: Instal piping to allow for expansion and contraction without stressing pipe, automatic reset thermal cut -out, built -In magnetic contactors, control circuit • C. Copper Pipe; ASTM 8306, type DWV with cast bronze or wrought copper fittings Manufacturer, Sloan Royal, Model 110 -3 or equal. • joints or connected equipment. transformer and fuse, manual reset thermal cut -out, airflow proving device, toggle and Grade 50B solder joints. - switch (pilot duty), fused disconnect, unfused disconnect, load fuses. Controls to C. Seat: Elongated. solid white plastic, open front, extended back, self- sustaining D. Provide clearance for installation of insulation and access to valves, and fittings. • start supply fan before electric elements and continue operation until air D. ABS Pipe: ASTM D2680 or D2751 with solvent weld joints. •hinge,brass bolts, without cover, Manufacturer, Olsonite 1050 CCSS with stainless :. - temperature reaches minimum setting. steel hinge posts and fasteners.. E. Slope. water .piping and arrange to drain at low points. E PVC Pipe: ASTM D2729 with solvent weld joints. - K. Evaporator Coll: Copper tube aluminum fin coil assembly with capillary tubes or '2.36 WATER CLOSET (Paraplegic): Where indicated on drawings. - F. Install bell and spigot pipe with bell end upstream. thermostatic expansion valves, galvanized drain pan and connection. TV 2.08 NATURAL GAS PIPING, BURIED - (1 A. Some as above except American Standard 9468.018 or equal. G. Install. specialties in accordance with manufacturer's instructions. L. Compressor: Hermetic compressor, resiliently mounted with positive lubrication, rp�� dl A. Steel Pipe: ASTM A53 or Al20, Schedule 40 black, with polyethylene jacket and crankcdse heater, high and low pressure safety controls, motor overload Y 0 welded joints. 2.38 URINAL (LR -1) - - - H. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout protection, suction and discharge service valves and gage ports, and filter drier. 5 plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for 2.09 NATURAL GAS PIPING, ABOVE GRADE A. Urinal: Vitreous china, wall hung washout urinal with shields, integre! trap, madding of drainage system. M. Condenser: Copper tube aluminum fin coil assembly, direct drive propeller fans, removable stainless steel strainer, 3/4 inch top spud, steel supporting hanger; resiliently mounted with fan guard, motor overload protection, wired to operate A. Steel Pipe: ASTM A53 or Al20, Schedule 40 black. with molieable if or forged Manufacturer. American Standard 0476.028, Vitreous China type with 14' projection I. Install each fixture with throne plated rigid or flexible supplies with screwdriver with compressor. Provide refrigerant pressure switches or outdoor thermostat \- steel fittings; screwed or welded. - from wall, wail hanger bracket, 2. outlet, 11/4 top spud. - stops, reducers, and escutcheons. to cycle condenser fans. 2.10 FLANGES, UNIONS, AND COUPLINGS B. removUr tool: Vitsrtainleous china ope f stall urinal with pud. integral lushingg ljar; t rim, -- J_ Adjue t s o tops or ves for Intended water flow rate to fixtures without aplaehing, N. Dampers: Provide outside, return, and relief dampers with damper operator and 5' e - I ess stee stra iner 3 /4ich top s Manufact Er overt tow. control package to. automatically vary outside air quantity. Outside air damper : . A. Pipe Size 2 Inches and. Under Malleable Iron unions for threaded ferrous piping; Dale 161 -1000 or equal. shall fail to closed position. Relief dampers may be gravity balanced. bronze unions for soldered copper pipe joints. - K. Install water heaters in accordance with manufacturer's instructions and to AGA, ,,,J! C. Flush Valve: Exposed chrome plated, diaphragm type with oscillating handle, or NSF, NFPA, and UL requirements. Coordinate with plumbing piping and related fuel O. Damper Operator: 24 volt with gear train sealed In oil, with spring return. y , i B; Pipe Size Over 2 inches: Forged steel flanges for ferrous piping; bronze flanges push plate, escutcheon, integral screwdriver stop, vacuum breaker; Manufacturer, piping, .gas venting, electrical -work to achieve operating system. yll for copper piping; neoprene gaskets. Sloan Royal Model 180 -1.5g or equal. - p. Mixed Air Controls: Maintain selected supply air temperature and return dampers ll - - L. Install .plug valve Al . readily accessible location at each gas grill and gas fryer, to minimum position on call for heating and when ambient air enthalpy exceeds W C. Grooved and Shouldered Pipe End Couplings: Malleable iron housing; "C' shape - D. Wall Mounted .Carrier: Cast iron and steel frame with tubular legs, :lugs for floor - return air enthalpy. composition sealing gasket; steel bolts, nuts, and washers. and wall a:tactxmenf, threaded fixture studs for fixture hanger, bearing studs. M. All water supplies throughout the project shall be adequately protected from ia water ,ond air hammer by the use of air chambers or water hammer arrester. os Q. Electric solid state microcomputer based room thermostat, with remote sensor A Z l ! Q Q D. Dielectric Cnections: Union with galvanized or plated steel threaded end, 2.40 LAVATORY - NO VANITY - - required. - Air chambers may -be fabricated of'pipe full size x l8 inches long providing. \ 41 o copper solde end, water impervious Isolation barrier. tightly caped. Air chambers shall be located at or near the end of risers for tl" A. Basin: Vitreous china self - rimming type with fitting .ledge, front overflow. each fixture or group of fixtures and at other locations deemed necessary to I. Automatic switching from heating to cooling. 2.13 GATE VALVES Manufacturer, American Standard 0476.028 or equal. effect quiet operating system.. 2. Preferential rate control. A. Up to 2 Inches: Bronze body, non - rising stem and handwheel, inside screw, single B. Trim: Chrome plated solid brass, self- closing mixing faucet and grid strainer, N. Above Ceiling Locations: Gas piping may be installed in accessible above - ceiling T wedge or disc, solder or threaded ends. water economy aerator; indexed handles, throne plated brass P -trap with clean spaces (subject to the approval of the authority having jurisdiction); valves shall 3. Set -up for four separate temperatures per day. out plug and arm with escutcheon. Manufacturer, Bradley 90 -75 or hlcaeo Faucet not be located In such spaces. B. - Over 2 Inches: Iron body, bronze trim, rising stem and handwheel, OWN. single 802.- 665 -327A or equal manual faucets or Sloan ELF -I0 or equal automatic faucet. - 4. Instant override of set point for continuous or timed period, wedge, flanged or grooved ends. O. Piping in Partitions: Concealed gas piping shall not be located In solid partitions. _ - C. Wall Mounted Carrier: Cast iron and steel frame with tubular legs, - lugs for floor. 5. Short cycle protection. 2.15 BALL VALVES - and wail attachment, threaded studs for . fixture hanger, concealed arm supports, P. Prohibited Locations: Do not Install gas piping in or through a circulating air bearing plate and studs. duct or ventilating duct. This does not apply to accessible above - ceiling space 6. Programming based on weekdays, Saturday and Sunday. A. Up to Inches: Bronze or stainless steelbody, stainless steel ball, teflon seats specified above. and stuffing box ring, I ever hand) e solder or threaded ends 2.41 LAVATORY - IN VANITY 7• Switchselection features includin Imperial or metric dspla 12 or 24 hour Q. Connections to .stacks and sewers shall be arranged so that operation of any clock, ke disable, remote Snsor, and fan (on- auto). B. Over 2 Inches: Cast steel body, chrome plated steel ball, teflon seat and stuffing A. Lavatory: Porcelain on steel, vitreous china, self- rimming counter top lavatory, fixture will not cause fluctuation of water level in traps of other fixtures. box seals, lever handle, flanged. front overflow, Manufacturer, Elie, Model Donna 051 -3324 or equal. - 8. Thermostat display shall Include: Time of day, actual room temperature, R. Vent Flashing Sleeves: - Install on stocks passing through roof, secure over stack programmed temperature, programmed time, duration of timed override, day of 2.16 PLUG VALVES ' B. : .. Trim Sane as above. flashing in accordance with manufacturer's instructions. week, system mode indication, and stage (heating or cooling) operation. A. Up to 2 Inches: - Bronze body, bronze tapered plug. non - lubricated, teflon packing, 2.42 KITCHEN LAVATORY 1. The top of,each vent stack: shall be vented through the roof by means of an PART 3 EXECUTION lever handle; threaded ends. increaser.: In cold area where frost may build up on vent stack. A. E l j er: Delw 051-1541 e with Chica Faucet No 350 er equal deck 3.01 INSTALLATION B. Over 2 Inches: Cast iron body and plug, non - lubricated, teflon packing, lever - faucet and Chicago Faucet No. 317 or equal hot" handle.' 2. Where PVCpipe is used, vent stacks and floor drains above other rooms shall handle, flanged ends. be flashed with collars and flashing materials suitable for the purpose. Lead A. Install In accordance with manufacturer's instructions. Z m 2.49 SERVICE SINK Al - • flashing is not allowed on PVC vent stacks. . E 2.18 SWING CHECK VALVES B. Coordinate Installation Al units with architectural, mechanical, and electrical work. ® r A. In Janitor's closet: Fiat model M5B -2424 with service faucet 830 -AA l S. instal all materials in accordance with manufacturer's instructions. d M A. Up to 2 Inches: Bronze swing disc, solder or screwed ends. 3.03 C. Provide Initial start -up including check -out. 1111 1R!il 2.50 FLOOR SINK - 3 =APPLICATION '- d', B. "Over 2 Inches Iron body, bronze it lm, swi ng disc, renewable disc and seat, - D. Mount roof mounted units on factory built roof mounting frame providing O flanged ends. A. Floor Sink - (at Salad Prep Table): . A. lies grooved mechanical couplings and fasteners, and dielectric connections only watertight enclosure to protect ductwork and utility services. General Contractor • In locations. to install roof mounting curbs level. 2.19 .SPRING LOADED CHECK VALVES I. Jay R. Smith 0421 -12 acid resistant with half grate ' 1 0114- Jay R. Smith Mfg. Co. B. Install anions downstream-of valves and at equipment or apparatus connections. E. Supply units fully charged with refrigerant and filled with oil. a A. Iron body, bronze t rim, spring loaded, renewable k composition disc, screwed, 2781 Gunter Par Drive East. - wafer, or flanged coda. Montgomery AL 36193 C. Install brass male adapters each side of valves In copper piped system. Sweat F. Scheduled performance Is based on ARI 210/240 test conditions. Scheduled 1Y ' 205 - 277 -8520 solder. adopters to pipe. sound rating is based on ARI 270. 44F-�� l . 2.20 WATER PRESSURE REDUCING VALVES - - - � 2. Wade Division, Tyler Pipe. D. Install gate, ball valves for shut -off and to isolate equipment, part of systems, SECTION 15850 - AIR HANDLING O li A. Up To 2 Inches: Bronze body, stainless steel and ihermop lo.tic in to anal parts, or vertical rsers. i fabric reinf arced diaphragm, sT ra ins r, double union ends 3. Designers Choice Stainless 5001 -SR with half grate PART I GENERAL /� 15tS Designers Choice Stainless E'. Provide. spring loaded check valves on discharge of water pumps. 1 1 Uf 2.21 RELIEF VALVES - 5024 West Weldon Avenue - 1.01 SECTION INCLUDES U.- 6 C S $ J Phoenix, AZ 85017 F. Where corrosive soli conditions exist, steel pipe shall not be Installed (� / [, A. Bronze etl bodycpaci, tef fe s AS seat, steel rtFf led stem and and lab spreld: igs, automatic, direct pressure - 602- 248 - 9120. - - - underground or in slabs. A. Centrifugal fans and utility /vent sets. f V LL O 6 l( St - i yj W a ! act uat ME ce ' - - - - - 4. Zurn -Z- 1901 -4 with half grate or equal. 3.04 SERVICE CONNECTIONS B. Power ventilators. 0 c 1- 2.22 STRAINERS - 0 _1 tin 2.51 COMMERCIAL GAS 'WATER . HEATERS A. Provide new sewer service.. Before commencing work check invert elevations 1.02 SUBMITTALS • A. Size 2 inch and Under: Screwed brass or Iron body, Y pattern with stainless steel required for sewer connections, confirm Inverts and ensure that these can be perforated screen. - A. General: Provide commercial gas -fired water heaters of sizes and capacities as properly .. connected with slope for drainage and cover to avoid freezing. A. Product Data: Include catalog performance ratings, construction, and dimensions. U i 3 i l . (p Insulated on schedule. Provide certification of design by AGA under Volume III e i- m Q m F 2.23 ROOF DRAINS tests for commercial water heaters for. delivery of 180 degrees F(82 degrees C) B. Provide new water service complete with water meter with .pressure reducing B. Operating and Maintenance Instructions: Include instructions for lubrication, U 1_301 _ water. Storage tank capacity in gallons. plus recovery rate 'In gallons per hour at valve backflow preventer. Provide sleeve In wall for service main and supported motor and drive replacement, spare parts lists, and wiring diagrams. - y U a gg A. Roof Drains: Lacquered cost iron and sung, removable polyethylene or 100 degrees F temperature rise t not be less than 143. Manufacturer's: at wall, caulked and made watertight. ' (� 1� 6 U O 2 metal :dome strainer,. membrane. flange anAd UT -7S membrane clamp with Integral gravel - - A.O. Smith BT -80.. or State # BT- 75- 57-NE. 71 gallon storage, 75.1 -MBH Input - - PART 2 PRODUCTS v , O ' (S t 1 0 stop, with adjustable under deck clamp roof sump. receiver waterproofing flange 75R elf. and C.E.C. certified and listed. AGA and NSF certified: C. Provide new gas service complete with gas meter and regulators. Gas service _ pq U B 6 H controlled flow weir leveling E RC, frame adjustable with deck amp, polyethylene extension sleeve (for insulation). distribution - pipingto have initial minimum pressure of 7 Inch wg, , Provide 2.01 CENTRIFUGAL FANS L m m G Manufacturer, 4' Zurn eiver complete cl A. General: Provide commercial electric water heaters of sizes, capacities and regulators - Q x g_i W - strainer and drain receiver. p equipment. A. Manufacturers: a� ZZ eth y Iene dame 2.52 COMMERCIAL ELECTRIC WATER HEATERS - re u on each line serving gravity type appliances, .s sized in accordance with B. Parapet 'Dralnsl Lacquered cast Iron body with flashing s clamp collar and nickel electrical characteristics As indicated on schedule. Storage tank capacity In SECTION 15780 - PACKAGED AIR CONDITIONERS I. Penn U © R R 41J O bronze sloping or flush grate. gallons plus recovery rote in gallons per hour at 100 degrees F temperature rise - ..^ mush not be less than 153. PART I GENERAL B. Wheel and Inlet: J 0 b N C. .Roof Overflow Drain: Lacquered cost iron body and clamp collar. Pipe extended Q q� A p r to landscaped area below. 2.55 SUBMERSIBLE SUMP PUMPS' 1,01 SECTION INCLUDES I. Backward Inclined: Steel construction with smooth curved Inlet flange, heavy U Z d 7 back plate, backwardly curved blades welded or riveted to flange and back O z 2.24 FLOOR DRAINS A. Sump: Steel cover plate on steel sump basin with Inspection opening and cover. A. Packaged rooftop air conditioning units. plate; cast Iron or cast steel hub riveted to back plate and keyed to shaft with K U 131 w U = Lacquered cost Iron two lace bad q p Y with double drainage set screws. x! A. Floor drains: Lac l . 9 flange, B. Type: Completely submersible vertical centrifugal. g B Packaged terminal air conditioning units. �� a weep holes, reversible clamping collar, removable perforated sediment bucket and _ C C 2. Forward Curved: Steel construction with inlet flange, back plate, shallow LL square adjustable nickel-bronze o ronze strainer. Manufacturer, Smith 21010 or equal, C. Cnstruction: Bronzy and all filled motor chamber, bronze, open non- C. Controls and control panels. blades with Inlet and tip curved forward In direction of airflow, mechanically Q clog irtpeller,staine lesps surtp te shaft. secured to flange and back plate; steel hub swaged to back plate and keyed to Q W w Q B. .Floor Drains with Funnel: Same as floor drain except with polished bronze funnel - 1:02 QUALITY ASSURANCE. shaft with set screw. ^ d pC a,�l p( or anti - splash rim type strainer. - - -D. Controls: Oil resistant power cord with integral mercury switch level controls. 2 i� „ p $ G- A. .Codes and Standards 3, Airfoil Wheel: Steel construction with smooth curved inlet flange, heavy back U m l :f O 2.27 GREASE INTERCEPTORS - INDOOR 2.56 PIPING INSULATION plate die formed hollow airfoil shaped blades contin welded at tip, flange, 1j I. The HVAC equipment package supplied meets most standard codes. However, and back plate; cast hu b riv to ba plat and keyed to shaft w ith se t t N A. Construction: Epoxy coated fabricated steel; with multi-weir baffle assembly, A. Pipe insulation shall have an R -value of not less than 4.0 at 75' mean temperature, it is A the responsibility of the installing contractor to conform strictly to sc re w s . Y r Integral deep seal trap, removable Integral flow control, and epoxy coated steel For pipes up to t" in dia., insulation shall be I" thick. For pipes I" to 4" in did., the local rules and regulations of the latest editions of the local codes �i cover with gasket, securing handle, and enzyme injection port. Manufacturer's, insulation shall be I I/2" thick. governs nc) heating, ventilating and air conditioning Installations; the Fire C. Housing F w lu ph n Jensen 1000 gallon precast grease Interceptor with gas tight manhole and cast Marshall s rules and Regulations; and any other local ordinances which apply Q gC iron traffic weight frame and cover. Confirm size with Project Manager. B. Fiberglass Piping Insulation: ASTM C 547, Class I. in connection with. this work. If any of the work shown or specified conflicts I. Heavy gauge steel, spot welded, designed to minimize turbulence with spun inlet - - in any way with any of the rules and regulations of the above, this Contractor Dell ontl shaped cut off, B. Unit Rating: 20 gpm flow and 20 !be grease capacity. C. Flexible Unicellular Piping Insulation: ASTM C 534, Type I. shall make such changes cis required without additional cost to the owner. y Q 0 2. Factory prime coat before assembly. St ��)) O q 2.30 CLEANOUTS D. aples, icatBands, ions ndica4 e Wli4s td tl. mm Cement: As recommended by insulation manufacturer 2. This Contractor shall furnish, at his own expense, all necessary permits and a0 g� IA = for appl inspection certificates for apparatus Installed by him. Inspection and 3. Fabricate plug fans without volute housing, with steel cabinet, lined. .i A. Floor: 'Lacquered cast iron, two piece body with double drainage flange, weep certificates shall be obtained from the proper inspection authorities. All 33 ig �u r- hates, reversible clasping collar, and ad jusiable nickel- bronze strainer, round E. Adhesives, Sealers and ProTecPlve Finishes: As recommended by insula n on permits shall be obtained prior to proceeding with the installation of the 4. Shafts: Hot roiled steel with key way, protectively coated with lubricating oil, 0 Q 4 scorioted cover in service .areas and round depressed cover to accept floor manufacturer for applications indi cats d. HVAC system. O O finish In finished floor areas. 5. V-Beit Drive: Cast Iron or steel sheaves, keyed, variable and adjustable pitch 2.57 MECHANICAL IDENTIFICATION 1:03 WARRANTY shaves for oto mr IS hp (I 12 kW) and under, ixed heave or 20 hp (IS kW) B. Wa11: Line type with �acquered cast Iron body and round epoxy coated gasketed and over, match ed belts, a . nd rated minimum 1.5 f times s namepl rating of cover, and round stainless steel access coversecureA w:fth machine screw. A. Plastic Nameplates: Laminated three -layer plastic with engraved block letters on - A. Provide one year manufacturer's warranty including five year coverage for motor. light background color. refrigeration compressors and ten year coverage for heat exchangers. 2.31 BACKFLOW PREVENTERS - 6. Belt Guard: Fabricate to SMACNA HVAC Duct Construction Standards - Metal B. Plastic Tags: Laminated three -layer plastic with engraved black letters on light 1.04 MAINTENANCE and Flexible. • A. Reduced Pressure Backflow Preventers: ANSI /ASSE 1013; bronze body with - background color, minimum I -I/2 inch (38 mm) diameter. bronze and plastic Internal parts and stainless steel springs; two Independently A. Provide twelve extra sets of filters for each HVAC unit (one set per month for D. Electrical Characteristics and Components iy operating, spring loaded check valves; diaphragm type differential pressure relief PART 3 EXECUTION the first year of operation). (f valve located between .check valves; third check valve which opens under back I, Electrical Characteristics: `s pressure in case of diaphragm failure; non - threaded vent outlet; assembled with 3.01 PREPARATION - PART 2 PRODUCTS �u two gate valves, strainer, and four test cocks. Manufacturer, FEBCO 825 -Y, a) 120 volts, single phase, 60 Hz. A. Ream pipe and tube ands. Remove burrs. 2.01: PACKAGED ROOFTOP AIR CONDITIONING UNITS ' B. Double Check Valve Assemblies: ANSI /ASSE 1012; bronze body with corrosion r - - 2. Disconnect Switch: Factory mounted disconnect switch on equipment under resistant internal parts and stainless steel springs; two independently operating B. Remove scale and dirt on inside and outside piping before assembly. A. Manufacturer: York: 5,7.5,10 and 12.5 ton cooling capacities. provisions of Section 16180. F check valves with'. Intermediate atmospheric vent. m C. Prepare piping connections to equipment with flanges or unions. B. - Unit: Self- contained, packaged, factory assembled and pre -wired unit, consisting E. Accessories 2.32 WATER HAMMER ARRESTORS of cabinet and frame, supply fan, heat exchanger and burner or electric heating D. Coordinate cuttingg or forming of roof or floor construction to receive drains to elements, controls, air filters, refrigerant cooling coil and compressor, condenser I. Inlet /Outlet Screens: Galvanized steel welded grid. 0 A. To PDI WFI -201, precharged suitable for operation. in temperature range -100 to required Invert elevations. coil and condenser fans. y 300 degrees F and maximum 250 psig working pressure. Manufacturer, Smith Series : 2. Access Doors: Shaped to conform to scroll with quick opening latches and 5000 pre- charged welded stainless steel body with bellows. PDI s i z e per drawings E . Review shop drawings. Confirm location and size of f i x t u r e s . and openings before C . Cabinet: Galvanized steel. with baked enamel finish, removable access panels with gaskets. V rough -in and installation. quick fasteners. F 2.33 TEMPERING VALVES - - 3. Scroll Drain: 1/2 Inch (13 mm) steel pipe coupling welded to low point of fon Q F. Verify adj scent conatructl onis ready to receive rough -in work of this Section. D.. Insulation: One Inch (25 mm) thick neoprene coated glass fiber. scroll, U A Balanced- Pressure type adjustable o Thermostatic mixing valve with range 100 - 130 - - Coordinate sequena:e of work with other trades, con }rolling agencles,.anQ service _ Rough bronze finish, strainer- check -stopps union connected to boot, 3/4` Inlets, companies. E. Heat Exchangers: Aluminized steel, of welded construction. 4. Backdr aft Damper: Gravity actuated, aluminum multiple blade construction, felt LL N Q • 3/4. outlet. Manufacturea,. Leonard H OBE - factory set at 100 edged with nylon bearings. (General or toilet exhaust fans only.) UU F. Supply Fan: Forward curved centrifugal type, resiliently mounted with V -belt drive, V {- G 2.34 HOSE BIBBS/HYDRANTS adjustable variable pitch motor pulley, and rubber Isolated hinge mounted motor or U ) f- L ® direct drive. i {) ill A. interior Hose Blab: Bronze or brass, replaceable hexagonal di ae thread spout, chrome plated with vacuum breaker Manufacturer, JOSAM 71 71170 170 G. Air Filters: One inch thick glass fiber disposable media in metal franca. CIN RE OCEIVED F TUKWIIA B. Yfd II Hydrant: .Non- freeze,se1f-drafning typewfih polished bronze lockable H. Roof Monting Curbs: 12 Inch high galvanized steel channel frame with gaskets and salter strips. APR 2 5 1995 1� + recessed box hose thread spout, removable key, ontl vacuum breaker. p Ng Manufacturer, JOSAM 71150 in cold areas. g � z PERMIT CENTER 2 1- 0.. , �i (�/��►wJ, A ' - - ltd, 61,01. m.o , max. Ae 1 Ili SECTION 15850 - AIR HANDLING cont'd. 2.08 DUCT ACCESS DOORS 'I. .;Record ail data obtained during testing, adjusfpn and baiancing In accordance with, F. Install auoport systems sizes and fastened to accommodate weight of equipment 2.02 KITCHEN EXHAUSTERS n A. Fabricate in accordance with SMACNA HVAC Duct Construction Standard. - -Metal and on the forms provided by,:McDona ids Corporation. and conduit, inclutli ng wiring, which they carry. and Flexible. J. ;Prepare report of recommendations for correcting unsatisfactory mechanical I. Fastn hangerrod ;, conduit clamps, and outlet and junction boxes to steel A. , Manufacturers: - performances when systems cannot be successfully balanced on 'Punch List'. builing atrucTure using beam clamps, ' . B. Access doors smaller .than 12 inches square may be secured with sash locks. " - Access doors withsheet metal screw fasteners are not aceeptable. : K, All certified airy balances or, recorded air flow tests for each diffuser (where 2. Use toggle bolts or hollow wall fasteners in hollow masonry, plaster, or gypsum •requiredby code) will be the responsibility of The HVAC installing contractor and board partitions and walls; expansion anchors or preset inserts in solid 8. Fan Unit: UL (under classification YZHW) V-bett (with adjustable Pi tch mot or 2.09 AIR OUTLETS at his expense.. • masonry wall.; self- drillin anchors or ex p anchor on concrete surfaces; sheave and fixed . pitch fan. sheave) or direct driven (with electronic speed control) . as indicated, backwardly.: inclinedaluninum' blades welded or riveted to flange and A. Manufacturers: L. Train the owner (or his designated re sheet metal screws in sheet 9 metal etude; and wood screws in wood back plate and keyed to "'shaft with set um screws with upblast spun aluminum with representative) operation of the exh oust. construction. e'e tra ho sing; resilient . lid belt tensioning . and HVAC, systems t Info related ls Review with the A,,A (eE his de gr y g, rest I nt mounted motor (with automatic 1 Titus. r eprean t at ive) r na4io n coi contro ta l nod in related McDona lld s Equlpmen . nud 3, Do not fasten supports to piping, ceiling support wires, ductwork, mechanical device); square base to suit roof curb with continuous curb gasket.. - chapteer :..: (Schedule training with owner through the Mc )onald's ProjecTMa equipment, or conduit. C. Roof. Curti. 12 inch hi heelf flashin of a lvanized ateelwith continuausl weldatl B. Ceiling Diffusers: Rectangular, multi -core Type diffusers. aluminum construction with at least one "day prior notice,) w - Y, with baked'anamel offwihiTe famish. L gg 9 9 4. Do not use powder-actuated der actuated anchors. seams, one inch Insu la t'lon. and curb bottom,. and factory insta lied nailer aural. 52 C. Registers /Grilles: Streamlined and individually ad�uate.° blades , -two -way DIVISION IB ELECTRICAL 5. Do not drill structural steel members. D. Electrical Characteristics and Components tle lection, volume contras damper; with factory fin sh. - members. 6. Fabricate supports from structural steel or steel channel. Ill I. Electrical Characteristics: D. Louvers: 4 inches deep with blades on 45 degree slope, heavy channel frame, SECTION 16050 - BASIC ELECTRICAL MATERIALS AND .METHODS n birdscreen with -1/2 inch square mesh for exhaust and 3/4 inch for intake. 7. Install freestanding electrical equipment on concrete pads. d ' a) 120 volts, single. phase, 60 Hz. - - PART I GENERAL - - - I. Material: 16 gauge thick galvanized steel. 12 gouge thick extruded aluminum. 8. Install surface - mounted cabinets and panelboards with minimum of four anchors. ` - 2. .Disconnect Switch: Factory mounted, disconnect switch on equipmen under 1.01. SECTION INCLUDES C provisions of Section 16180: 2. Finish: Factory baked enamel finish color to be. selected. 9. Bridge etude top and bottom with channels to support flush- mounted cabinets PART 3 EXECUTION - E. Roof Hoods: Fabricate air inlet or exhaust hood. In accordance with : SMACNA A. Existing work and panelboards in stud wals. N- k HVAC Duct Construction Standards - Metal and Flexible, of galvanized steel or Y q i lien t B. Grounding re and bonding. G. Identify electrical distribution and control s u N- 3.01 square INSTALLATION aluminum, with. removable -hood; birdacreen with 12 - inch s mesh for exhaust , and loads served, to meet q regulatory requirements and as indicated. and 3/4 inch for intake, and factory baked ena 4.. > mmel finish. C. Connection of utilization equipment. � 1 A. Install in accordance with manufacturer's instructions. I. Degrease and clean surfaces to receive nameplates. PART 3 EXECUTION - - B. Do not o .rote fond for an ur oae'un tit ductwork is clean, bearin s lubricated, D. Supports. AS P Y P P 9 2. dg ea equipment from tS cuing rivets, adhesive, with D- and fan has been t esT run under observe 4ion. 3.01 INSTALLATION - E. Identif 'cation. edges parallel el I equipment to equipment lines. Secure nomeplpl att e to inside face of recessed pane lboard doors in finished locations. C. i f nstall xible con fans nect with o i re na silien apscit fletl tZeretngs n fan inlet disch and flexib le etectrtcagl e leads. twork. Ins Fle tall xible A. Install products in accordance with on mufaHterer'e InetteHfione' F. Temperer' electric service. U le 'betweear. duc -. H. Install wire markers on each conductor in panel boartl gutters, pull boxes, and at W Q connectors shall be in tension while uing. B. Ista11f1exible connections specfi betweenfn inn et di l scharge utwok -. 1..02 REGULATORY .REQUIREMENTS load connections. 0 Flexible connectors shall not be i n te nsion while running. �. '0 0 D. Provide safety screen where fan inlet or outlet is exposed. A. Provide complete and fully operational. systems to meet requirements Indicated I. Use branch circuit or feeder number to identify power and lighting circuits. C. Provide backdraft dampers on inlet. of exhaust fans where indicated. and conform to requirements of ANSI /NFPA 70, and all other applicable codes and J• E. Provide backdraft dampers on inlet of exhaust fans as indicated. - ordinances: Contractor most lemediately notify Project manager of any conflict 3.03 TEMPORARY ELECTRIC SERVICE - yJ SECTION 15880 - AIR DISTRIBUTION D. Prevent passage of unfiltered air around filters with felt,. rubber, or neoprene between drawings or specifications and. applicable codes or ordinances. LL 9 A. The electrical Contractor shall provide temporary electrical wiring for - - ... - gaskets. B. . ' Furnish products listed by Underwriters Laboratories', Inc. or other testing firm construction use as follows: The service entrance and feeder shall be 100 amps, PART I - GENERAL E. LOCats tluctawi th aufficlent apace arountl equipment to allow normal. oper acing and acceptable to authority having jurisdiction. single phase, 3 -wire, 120/240 volt in o fused NEMA -3R r insight main disconnect. maintenance activities. - : The feeder shall serve the temporary distribution wiring providing temporary 1.01 SECTION. INCLUDES - - 1.03' PROJECT:CONDI TIONS lighting in all areas of not less than 1/5 watts per square foot and wherever F. Slope underground ducts to plenums or low pump out. points at 1:500. Provide required for the operation of 120 volt, single phase portable tools and equipment A. Filters.. - access doors for inspection. Coat buried ductwork with one coat and " :seams and .A, Verify field measurements and circuiting arrangements are as shown on drawing.. not to exceed I HP. the wiring being extended so that there i s a 120 volt, single joints with additional coat of asphalt base protective coating. - phase outlet within 75 feet of any portion of the building. Ground fault circuit B. Electronic air cleaners. B. Verify removal of: exl:ting electric work. Interruption shall be provided as required by OSHA and all applicable codes. ', G. Encase burled ductwork in 3 inch .. minimum of concrete. Provide adequate tie- ., C. Ductwork and ductwork accessories. - down points to prevent ducts from floating during Concrete placement.: Introduce -. %' C. Report dlscrepancles to Engineer before disturbing existing Installation. SECTION 16110 - RACEWAYS no heat into ducts for 20 days, following placement of concrete. ' 5, -. Volume control dampers. - 1.04 'COORDINATION PART I GENERAL H. During construction: provide temporary closures of metal or. taped, polyethylene on ,. _ E. Fire dampers. open ductwork To prevent construction dust from entering ductwork system. A. Obtain, and review shop drawings, product. data, and man of acturar's Instructions 1.01 SECTION INCLUDES .:for equipment furnished under other Sections to determine connection locations F. Flexible duct connection". - I. Provide fire danpera at locations Indicated. n Install with required perimeter and re q ulremen i s. A. Conduit and fittings. mounting angles, sleeves, breakaway duct conections, car merlon reai.stant springs, G. .Terminal units, variable volume regulators, d r motor operators. bearings, bushings and hinges. B. Surface raceway. 9 a^Pe P 9 9 4 B. Sequence rough -In of electrical teal connecilona to coordinate with Installation and Y" H. Diffusers, boots, re isters, grilles. - J. Provide flexible connections immediately atl'acent to equipment start -up of equipment furnished under ocher Sections. 9 9 Y 1 q posit on ducts C. Wi rewoy. m m associated: with fans and motorized equipment. : PART 2 PRODUCTS - ® D p I. ...Louvers and roof hoods. i D. Electrical boxes. W r K. Provide duct access doors for inspection one cleaning before and after filters, 2.01 GROUNDING MATERIALS r1 PART. 2 PRODUCTS coils, fans, automatic dampers, at fire dampers, and elsewhere ce indicated.. - E. Service fittings. Provide minimum 8 x 8 inch size for hand access ,. IA x 18 Inch size for shoulder l� 'g a a A. Ground Rod: Copper, 3/4 inch diameter x.8 foot length. 2.01 FILTERS - access. PART 2 PRODUCTS Os - L. Check location on of air outlets and inlets B. Mechanical Connectors: Bronze .. A. Manufacturers: - y and make necessary adjustments in 2.01 PRODUCT REQUIREMENTS .4 ti position to conform with architectural features, symmetry, and lighting 2.02 BASIC MATERIALS iqt I. Bonn Al re - ' arrangement. A. Use only specified raceway in the following locations: -i " C itY 3. Air O Associates, inc. g d amp ers .on duct take -off to diffusers, grilles registers, lstributton Aociat I M. Provide balancing - A. Steel channel: Galvanized or painted steel. h'_ s i I. Installations In or Under Exterior Concrete Slab, or Underground: Rigid steel regardless of whether dampers are specified as part of the diffuser, grille or B. Niecellaneous Hardware: Treat for corrosion reeietance. conduit, Intermediate metal conduit; rigid PVC plastic conduit may be used m p�� Q _ B. Material register assembly. where corrosive soil conditions exist.. O S I. 100 p y virgin in of ester fibers bonded wi acne a g .}h a fl retard nt cinder. Hi h bulk N: Paint ductwork visible behind air outlets and inlets matte black. Refer to Division 9 "b C. .Na a ck ' ground. later: Engraved three -layer laminated plastic, black letters on white 2. t i t }inga, er FF" -7- , - or Und Inio S Electrical metallic tubing, with concrete -tight I J f 3 t construction which is dry. and can be exposed to direct moisture. Thickness, - rigid ter PVC r plast ic L=c al do a 1' minimum. Must conform to of 52 -76 evaluation procedure and be SECTION 15990 - TESTING, ADJUSTING, AND BALANCING D. Wire and .Cable Markers: Cloth markers or split sleeve type. 4{_ N classified under UL Standard 900 and listed under UL AJZV. - 3. Exposed Outdoor Locations: 5' -0' above grade or lower, rigid steel conduit I(� Y '>t U m J 000 PART I GENERAL - PART 3 EXECUTION - -- - - - - or Intermediate metal conduit. Above 5' -0' above grade, electrical metallic 1 ,p g t R a s l 2.02 DUCTWORK : - tubing. Use threaded or ralntlght fittings, ii po I3 3 1.01 SECTION INCLUDES - 3.01. EXISTING ELECTRICAL WORK b "" A. Materials: - - 4. Concealed Dry Inor Location Electrical metallic tubing, rigid PVC plastic -j 000 A. Air systenn. A. Verify that abandoned wiring and "equipment serve only abandoned facilities. conduit, ENT plas tubing. o n1 F I. Steel Ducts: Galvanized steel - sheet, lock- forming quality. - Ex Q r . PART 2 PRODUCTS - B. - Disconnect - existing electrical systems In walls, floors, and ceilings Indicated for 5. po Dry Interior ocations: Electrical metallic tubing. rigid PVC plastic -cW E '2. Insulated Flexible Ducts: Flexible duct wrappee with flexible glass fiber removal condu it. U e < I m insulation enclosed b va barrier jacket. - 2.01 The following equipment is required To properly c omplete t he aft balance _ a Um- I procedure - C. Coordinate utility service outages . and reconnections with utility company and B. Size raceways for conductor type Installed or for type THW conductors, m-q 1� 3. Sealant: Non - hardening, water resistant, fire resistive, used alone or with - - k W Tape'. A. Flowhood (Alnor or Shortridge) Owner. whichever Is larger. ,I t t Vi g[ g Z D. Provide temporary wiring and to maintain existing systems: in service I. Minimum Size Conduit: I/2 Inch. ypl ll�7 ,7p B. Metal Ductwork: B. Pressure Probe (Prince Castle Part No. 300-350) - during construction. - '+- m m 2.02 CONDUIT AND FITTINGS Q i W K W I. Fabricate and support in accordance with SMACNA HVAC Duct Construction C. Side- reading tachometer (0- 10,000. RPM) E. Remove. relocate, and repair existing installations to accammodaTe new Standards - Metal and Flexible except as. indicated. (L't Y construction. A. Conduit: p O D. 4' vane anemometer (Davis A/2 -4') a ® a 2. Construct T's, bends, and elbows with radius. of I -1/2 times width of duct on I Remote abandoned wiring to source of supply. - I. Metal Conduit and Tubing: Galvanized steel. ,.j `' center line. Where not possible. provide' turning vanes. E. Dwyer Mogneheiic differential pressure gauge (0 -1' W.C,) O 3. t 2. Remove exposed abandoned conduit and boxes, including abandoned conduit 2. Flexible Metal Conduit: FSWW -C -566 and UL 1. ( Q 7 -1 /§1 (n Increase duct sizes gradually. not exceeding 30 degrees divergence and 45 F. Dwyer U -tube manometer ({I222 -I2D) above' accessible ceiling finishes. L. 6 } degrees convergence. - - 3.. Llquidtight Flexible Conduit: Flexible conduit with PVC jacket. p ZZ PART 3 EXECUTION 3. Disconnect abandoned outlets and remove devices.• Z i 01§i 2 O 4. Connect flexible ducts to metal ducts with draw bands plus tape. 4. Rigid PVC Plastic Conduit: NEMA TC 2; PVC. Use Schedule 40, 90 degrees C l 2 3.01 EXAMINATION AND PREPARATION 4.- Provide blank. cover for abandoned outlets which are not removed. contluit in conformance with NEC Article 347. 5. Use crimp joints. with or. without bead for. joining round duct sizes 8 inch (200 - mm) and smaller with crimp in direction of air flow. A. Before coto,o ing work, verify that systems are complete and operable. 5. Disconnect and remove abandoned panelboards and distribution equipment. 5. Rigid Steen Conduit: ANSI C 80.1 and UL 6. O iL V C. .Kitchen Hood Exhaust Ductwork: Fabricate in accordance with NFPA 96. 9. Note: B. Check all final duct connections" to kitchen exhaust fans. 6. Intermediate Metal Conduit: FSWW -C -581 and UL 1242. V er. equipment Furnished and installed by Kitchen Equipment Supplier. 6. Disconnect and remove electrical devices and equipment serving utilization Q Q - quent that hoe been rennved. ZZ yyy d C. Cheek and insure that all sealing bare an cooking equipment are properly installed. 7. Plastic Tubing (ENT): NEMA TC 13, in conformity with NEC Article 331. , ` O G .2.03 VOLUME CONTROL DAMPERS 7. Disconnect and remove abandoned luminaires, brackets, stems, hangers, and V D. Inspect black iron ductwork for I sake (where B. Conduit Fittings: N A. Fabricate in accordance with SMACNA HVAC Duct Construction Standards - Metal deficiencies tc MDonald'" representatie(s). po asible) and repor }any otheracceasories. f wl§ig & N and Flexible, and as indicated. : . F. Repair adjacent construction and finishes damaged during removal of existing I. Metal Fittings and Conduit Bodies: NEMA FB I. E. Check and set cooking equipment flue restri tiers (where present). electrical work. �gQX Q T B. Fabricate splitter dampers of material same gouge as duct to 24 inches size in - 2. Plastic Fittings and Conduit Bodies: NEMA TC 3. r U a m either direction, and two gauges heavier for larger sizes. Secure with continuous F. Check integrity of cooking equipment fit -up. G. Maintain access to existing, active electrical Installations. hinge or rod. Operate with minimum 1/4 inch diameter rod. - 2.03 ELECTRICAL BOXES >- Q m 1 G. Report any defect', deficiencies or abnormal conditions in mechanical systems H. Clean and repair existing materials and equipment which remain or ore. to be en (;) - C. Fabricate single blade deeper' for duct. sizes to 12 x 30 inch. which prevent system balance. - reused. A. Boxes: O 0 1 0 9 1 ao - g °� S C. Fabricate multi -blade damper of opposed blade pattern wi maximum blade sizes H. Beginning of work means acceptance of existing conditions. I Panel boar ds: Clean and check tightness of electrical connections Replace I. Sheet Met: NEMA OS I, galvanized steel. C a1 O 1 y - 12 x 7 Inch. cr antl e crimped b lades in th prima coatetl ar al damaged circuit breaker; and. provl de closure plotea for vacant poaflonu. i p Z i galvani zed chan Assemble nel frame with ente sut4able hardware'. - I. Recorded data shall represent actually measured or observed conditions. Revise c uit directory. 2. Cost Metal: Aluminum, deep type, gasket cover, threaded hub,. . Q Q E. Except in round ductwork 12 inches and smaller, provide end bearings. J. PernanentIy mark settings ofr motor RPM, damper positions and other adjustment 2. Lam Clean eter for and interior surfaces. Replace lamps, lenses, 3. Nonmetallic: NEMA OS 2. devices. Set and lock rtatmry atop). bat -loots and broken x elect,- lcal parts. F. Provide locking, indicating quadrant regulatora.on apngne and multi -blade dampers. B. Floor Boxes for Installation in Poured Concrete Floors: Semi - adjustable, formed Where width exceeds 30 inches, provide regal atom at both ends, 3.02 INSTALLATION TOLERANCES I. Eototd exlst n Inslallatione using materials and methods compatible with existing steel. e1 ootrical , and as specified. 2.04 FIRE DAMPERS - A. Air Handling Systems: Adjust to within plus or minus 5 percent for supply systems 2.04 SERVICE FITTINGS and plus 5 percent for exhaust system. of design. - 3.02 "INSTALLATION - A: : Manufacturers: A. Flush Floor Box Covers: B. Air Outlets and Inlets: Adjust: to within plus or minus 10 percent of design. A. Install products in occordance with manufacturer's instructions. I. Ruskin or approved equal. - I. Cover Material: Aluminum. 3.03 AIR SYSTEM PROCEDURE B. Install ground electrodes at locations indicated. B. Fabricate to accordance with NFPA 90A and UL 555, and as indicated. 2. Duplex Convenience Receptacle: Duplex flap. A. Adjust air . handling and distribution systems to provide required or design .supply, C. ,Provide bonding to meet regulatory requirements. : 1 C. Fabricate curtain type dampers with blades out of air strewn except for 1.0 inch return and exhaust air quantities. Perform testing and balancing procedures on - - 3. Provide brass, aluminum finish protective rings, split nozzle. Provide brass pressure class ducts up to 12 inches in height. . each system, in accordance with the detailed procedures outlined In McDonald's D. Provide isolated equipment grounding conductor for circuits as indicated on carpet rings. lB Corporation guidelines. drawings. M. 2.05 BACKDRAFT DAMPERS ` - - - PART 3 EXECUTION m B. Measure air quantities at air inlets and outlet, ° E. Make electrical connections to utilization equipment In accordance with equipment 3.01 EXAMINATION AND PREPARATION A. Gravity backdraft dampers. size 18 x. IB - inches or soapier; furnished with air manufacturer's instructions. moving equipment, may be a i r .. moving - equipment. manufacturers standard' C. Use volume control devices to regulate air quantities only to extent that construction. adjustments do not create objectionable air motion or sound levels: Effect volume - I. Verify that wiring and outlet rough -in work is complete and that utilization A. Verify that supporting surfaces are ready to receive work. z control by duct. internal devices such as dampers. equipment is ready. for electrical connection, wiring, and energlzatlon. O B. Fabricate multi - blade, par al lei actfon'gr avit b an backdra ft dampers of H 0 p . B. Elect rl cal boxes are shown on drawings, in approximate locations, unless 0 C zed steel, or extruded aluminum; with center pivoted blades, with sealed D. .Vary Total system air quantities by adjustment of fan speeds.. Provide drive 2 . Make.w lr in connections In con }rot ane l- or In wl rin com of pre -wired dimensioned. edges, linked together, "feet ball bearings, and plated steel pivot pin. ' changes required. Vary branch air quantities by damper regulation. equi Provid interc p w w he r e ; I. Obtain verification from Project Manager of floor box locations, and locations mf 2.06. AIR TURNING DEVICES /EXTRACTORS - - E. Measure static air pressure Conditions on air supply unite, including filter and coil 3. Install and. connect disconnect switches, controllers, control stations, and of outlets in offices and work areas, prior to rough -In. :s pressure drops, and total pressure across the fan. Allow for 50 percent loading 'control devices as Indicated. LL N A. Multi -blade device with blades alined in short dimension; steel or aluminum of filters. Cl f- 4 2 s_ construction; with individually adjustable blades, mounting strops. - - - 4. Nuke on l cctions ,ipme subject movement ion F. "Adjust automatic outside air, return air, and exhaust air dampers for design using c fle onn con Use To I equ iquldti nt ght flexib le conduit. in an g rew" vibratd I B. ne e: -blade u m co w ns} ructiith c' , with bls push attached 4e erator ivoTin tg rap .fra and bracket, oondifione. wet 'caner'. Y• a^p or F W a- N eteeI or al op. me S G. Measure temperature conditions across outside air, return air, and : exhaust air 5.: Install prefabricated cord set where connection with attachment plug le GO 2.07 FLEXIBLE DUCT CONNECTIONS - dampers to check leakage. indicated or specified,. or use attachment plug with suitable strain - relief TY R A. UL listed fire retardant neoprene coated woven glass fiber fabric to NFPA 90A, H. Where modulating dampers are provided, take measurements and balance at clamps. PR 2 5 �g. A ' appraxinw teiy 3 Inches wide; crimped into metal edging a trip... .ex frame conditions.. 6. - .Provide au iTab le strain -re lI of cl ///• 1 ,, amps for cord connections to outlet boxes �g 6 4 and equipment connection boes. ® ggp7 , . ;. , s *"" 3.02 INSTALLATION D. - Make splices, taps, and terminations to carry ful'.ampaclfy of Conductors without SECTION 16500 .LIGHTING • perceptible temperature rise. `�. A. Arrange conduit to max imlze headromnand to present neat appearance. .PART GENERAL E. Terminate spare conductor w ith electrical tape. - - I. Route. exposed raceway. parallel - and perpendicular to walls and adjacent piping. - 1.01 SECTION INCLUDES - F. Install wiring devices In accordance with manufacturer's instructions. , " 2. Maintain minimum 6 Inch clearance to piping and 12 inch clearance to heat A. Luminaires and lampholders: ▪ ;,• . surfaces ".such as flues and heating appliances. I. Install wall switches 48 inches above floor, OFF position down: B.": Emergency lighting: 3. Maintain required fire; acoustic;, and vapor. barrier rating when penetrating 2... Install convenience receptacles 18 Inches above floor. - ▪ ' wa1is, floors, and cal -I ings. - :. PART. , PRODUCTS 3. Install specific purpose receptacles at heights shown on drawings. 1, 4. Route conduit through . roof openings for piping and ductwork where possible; - ' 2.01 LUMINAIRES AND LMPHOLDERS _ _ -:. otherwise routs through roof jack with pitch pocket... 4. Install cord and attachment plug caps on equipment under the provisions • of r .. Section 1 8050. Size cord for connected load and rating of branch circuit A. Luninaire Schedule: Product requirements for each luinaire and lampholder are - Y.. y � . y,i 5. -- Group in parallel runs. where practical. -Use rock constructed of steel ....Ili; protection. ' .:,specified in luminaire schedule on drawings. r',a ', a Maintain spacing between raceways or Berate circuit.anpacltles to NFPA - � ' ' requirements. -' G. Install wall plates flush and level. .B. A l un l r CCeesrles: Provie required accessories for mounting and operation of each , -.. `na as qu lre !,r ', , , -`, 6. Use conduit. Ilan ere and clomps do not fasten. with wire or perforated pIpe 1. Install decorative plate. on switch, receptacle, and btonk. outlets In finished ' , straps. - P a - .areas, using' jumbo - size p lates for outlets - installed in masonry. walla. : I ' Recessed Luminaires: Provide trim type suitable for ceiling system. in which 611 g 2. Install galvanized luminotre is metalled 7. Use conduit bodies to make sharpchanges In direction. g plates on outlet and unction boxes In unfinished : S areas, above: accessible ceilings, and on surface- mounted outlets. 2. Thermal Protection: Provide thermal protection devices to meet NFPA 70 f 8. Terminate conduit stubs with insulated bushings: - requirements. SECTION 16400 - SERVICE AND DISTRIBUTION IS • -,• - 9. Use suitable caps to protect Installed raceway against entrance of dirt and 3. Surface Luminaires Provide spacers and brackets required for mounting. z ' moisture. PART I GENERAL 2.02 EMERGENCY AND EXIT LIGHTING r E 10. Provide. No. 12 ANC insulated conductor or suitable pull string in empty 1.01 SECTION INCLUDES ▪ >; :raceways, except sleeves and nipples. - A. It shall be the responsibility of this contractor to obtain requirements and A. Switchboards. approval from local code outhoritiea on emergency and exit lighting, and to include It i ,- II. Install expansion joints where' raceway crosses building expansion or seismic - ail costs for such emergency and exit lighting in the Contractor, bid. joints. B. Panelboards. j PART 3 EXECUTION III 12. Install p lactic conduit and tubing in accordance with manufacturer's 1.02 SYSTEM DESCRIPTION .Instructions. Q - 3.01' EXAMINATION AND PREPARATION A. ._Electric Service System: 120/208 volts; three phase, four wire, 60 Hz. c `' B. Install electrical boxes as shown on the drawings, and as required for splices. - A. Examine adjacent surfaces to determine that surfaces are ready to receive work. ` ,p ' C ' l pulling, equipment connections and regulatory requirements. -- 1.03 REGULATORY REQUIREMENTS -- - - -- - -- - 3.02 INSTALLATION I Use ast outle box in exterior locations, exposed to weather, and wet A. Conform to requirements of Utility Company. ICca cTlons t A. Install luminaires and accessories In accordance with manufacturers Instructions. PART 2 PRODUCTS 2. :,Locate and Install electrical boxes to allow access. Provide access panels If - - I. Install recessed luminaires to permit removal from below. • ' required. 2.01 SWITCHBOARDS 2. Install lamps in luminaires and lanpholders. • r 3. - Locate and install electrical boxes to maximize headroom and to present neat A. Switchboard: NI=NA PB2. - .,�-- - 'ltoohan lcal dpPearance:. 3. , ' 03 ADJUSTING AND CLEANING 1 I. Line and Load Terminations: Accessible from front only of switchboard, 4. Install pull .boxes and. Junction boxes above accessible. ceilings or In unfinished; suitable for conductor materials used. A. Align luminaires and clean lenses and diffusers at completion of work, t: areas. 2. Main Section Devices: Panel mounted. B. Alm adjustable luminaires and lampholders as Indicated or as directed. a 5. Pro Ids knockout closures for .unused openings. I - J y 3. Distribution Section Devices: Panel mounted. C. Adjust dfrectlonal arrows on. exit signs to meet approval. of authority having 6. , Align wall - mounted outlet boxes for sw thermostats, and s dev ,j uriediction. 1 C. Ratings: 7. -. thetall lighting outlets to locate luminaires as shown on. reflected ceiling plan : - D. Clean paint splatters, dirt and debris from installed luminaires. I. Voltage: 120/208 volts, three phase. ,'C. Use recessed outlet boxes In finished areas and where indicated. E. -- Touch up luminaire finish at completion of work. ' . 2. Main Bus Ampacity: As shown on drawing.. Y r. Secure boxes to Interior wall and partition studs, .accurately positioning to F. Relamp Luminaires which have failed lamp, at completion of work. ▪ : • allow for surface finish thickness. 3. tntegroted E qipment dia Rat t E muinial mum 18to or ,000 y;ea eres) than . ov ma "'''''''s fault Z •; � - -- - current ataer ( 2. Use stamped: steel stud bridges for flush outlets in hollow stud wall, and ® li adjustable steel channel fasteners for flush ceiling outlet boxes. D. Bussing: _ kp M .3. ,Coordinate masonry cutting to achieve neat openings for boxes. 1. Bus Material: Copper or aluminum with tin plating, sized In accordance with W NEMA PB 2. D. Install floor boxes in accordance with manufacturer's instructions. A - 2. Bus Connections: Accessible from front formaintenance. . � � � Q ® � -� "1-.. I, Set boxes level and flush with finish flooring material. fyQd Q ▪ � '. - 31 Provide I x 1/4 Inch copper ground bus through length of switchboard. E. •MStall- service fittings in. accordance with manufacturer. ' s instructions. '�/ SECT 16120 - WIRES AND CABLE - E. Enclosure: . Type l - General .Purpose . , ( l r s I. Align sections at front and rear. L PA T I 'SECTION .GENER INCLUDES AL ® ry t t -."" 2. Height: 90 Inches, excluding floor sills, lifting members and pull boxes. - O z 3 � 3. Finish: Manufacturer's standard light gray enamel over external surfaces. e n ' .. s+- • A. .Wire and cable. § gis J 4. Provide metering Transformer. compartment if required for Utility ■ ;;QQ . . � ' . ' . 8. - Wiring devices. Company use. � s b --Y'- C. Service fittings. F. Future Provisions �- .g & L( - 1.02 QUALITY ASSURANCE I. Fully equip spaces for future devices with bussing and bus connection ® g c lz i ~ provisions; continuous current rating as .Indicated on drawings. A. ,Perform Work in accordance with NECA Standard of Installation. J S PART 2 PRODUCTS 2. Do not taper main bus rating. r QQ W R ( � = iii • G. Overcurrent Protective Devices: V / i bqf� iii Z 2:01 WIRING METHODS 1. Molded Case Circuit Breakers: NEMA AB I. , O 0 A. Concealed Interior Locations: Building wire to raceway. 1.u1 2.02. PANELBOARDS _ 0 Q E A O A A G In B. Exposed Interior L Building. wire In raceway. - - A. Main and Distribution Panelboards: NEMA PB I; circuit breaker type. p� C. Above Accessible Ceiling.: Building wire In raceway or armored cable. _ I. Enclosure: Type I. g 0 ; [stRZ O - D. Wet or Damp Interior Locations: Building wire In raceway. 2. As shown on drawings, provide flush or surface cabinet front with screw cover , d R Q s, to E. Exterior Locations: Building wire to raceways. and hinged door. F. Underground Locations! Building wire In raceway. 3. Bus: Copper or aluminum. s 1/61 o G. Use nowire smaller than 12 ANG for power and lighting circuits, and no smaller 4. Voltage:. 120/208 volts; three phase. - Z 16Z I than 14 AWG for control wiring. 5. Integrated Equipment Rating: Equal too; greater than maximum available fault 2.02 WIRE AND CABLE current of main lugs minimum 18,000 roper. are symmetrical for 240 volt - ® U . .� ponelboards. - A. Building Wire: - - - � B. Accessories: Provide circuit breaker accessories as Indicated on drawings. Zz $ O aC S I. Copper conductor (except as noted on drawings), 600 volt insulation, TUB. Q s F O THHN /THNN. 8 AWG, and larger stranded .conductor; smaller than B ANG, solid PART 3 EXECUTION conduc tor. �� � ' 3.0! EXAMINATION AND PREPARAT I ON , ; B. Armored Coble: E s Y Q p A. Make orrang.manta .with utility company to obtain permanent electric service to _ N I. Armored Cable, Size 14 Through 4 ANG: Copper conductor, Type BX or MC. the pro ject 1 � C. Thermostat and HVAC Unit Control Cable: As required by NEC Article 725. B. Provide concrete pod If .required for utility transformer under provisions of Section 03001. Provide pad dimensions and details to utility requirements. r r D. Cords: MI-resistant Thermoset insulated muiticonductor flexible cord with - identified equipment grounding conductor, suitable for hard usage in damp 3.02 INSTALLATION m n 0 D g locations. O A. Install utility services in accordance with utility company Instructions. 2.03 SERVICE FITTINGS. 0 i > t 1 . Overhead: i n s t a l l s e r v i c e and weatherhead at height required by utility E p 0 '. A. Receptacle Service Fitting: - company. Utility company will connect service drop to service entrance conductors. I, Comply with UL 498 and NEMA WDI. r - - - 2. Underground: Install service entrance conduits from utility company's. pod - - . 2. Color: Ivory. - mounted transformer to building service entrance equipment. 3. Device Plate: Type 302, stainless steel, eotin finish. B. Ins tail equipment in accordance with manufacturer's instructions. 4. Configuration: One duplex. - C. Install switchboard to NEMA PB 2.1. . B. � Wall Switches: - D. Provide grounding and bonding to NFPA 70. ■ S. I. Quiet type, I. Grounding Electrode: Use driven ground rod in main service equipment area. 2. Comply with UL 20 and iNEMA NOI. 2. Provide separate, Insulated : equipment grounding conductor In .feeder and branch circuits. Terminate each end on a grounding lug, bus, or bushing. 5. 3. Cobb o: Ivory. ' pppCCC 3. Provide grounding and bonding at utility company s metering equipment and pad- W m 4. Device Plate: Type 302, stainless steel, satin. finish. mounted transformer. OG 5. Configuration: As Indicated on pion. - ' E. Route grounding connections and conductors to ground and protective devices in N . _. : : shortest and straightest paths as possible to minimize transient voltage rises. .. PART 3 EXECUTION F. No more than one grounding connector shall be inserted In any lug or terminal on a ` 3.01 EXAMINATION AND PREPARATION terminal strip. Provide additional lugs or terminal strips as needed to satisfy this JJjjjj W __ requirement U Z W A. Verify that interior of building le:- physically protected from weather, o pppp r G. Install ponelboards to NEMA PB 1.1. P q B. Verity that mechanical work which Is likely to Injure conductors has been - U- h4 uU comp lefed 3.03 FIELD QUALITY CONTROL 4 3.02 .INSTALLATION A. Inspect ggrounding and bonding system conductors and connections for tightness al 1 (per UL 486 where manufacturer's torquing requirements are not Indicated) and ? � W ; / A. y train and secure wiring inside boxes, equipment, and panelboa rds. proper Installation. ro ,; _., A Neatly _ RECEIVED 8. Use wire pulling lubricant for pulling 4 AWG and larger wires. 3.04 CLEANING - CITY OF TU 4, ,,j(( I C.. Support cables above acce ceitinge to keep them from rearing on ceiling A. Clean equipment finishes to remove paint and concrete splatters. Touch up _ APR 2 5 1995 APR Q tiles scratched or marred paint finish as necessary To match original finish. APR ? Q e a PERMIT CENTER ' , w . _.- _ _ : - .. . _ - - .. .... .: . -: :: .. .:. .. .- 1... -. r . ,� :r Kam-.,, .. +\ i .. .. ; , . .. :' _ . -: _ . root .. _ ,.... l � -._ v .. ,.: s .:... -. , s -,. rte : . -. ., - q + -. •, '. - ... : : _ .. ! .eerie $ - �. . x -. .. _ .�.,_. .. ice, - ,., I TY OPEN I.NG HAND ICAP 0 -TES P DETAILS HAND I C'A SECUR o f N .. r , N !•' : - " . :'- . '....A. SWlNGI DOORS : A. SITE DEVELOPMENT - 1 -;`. CORR DOSS AND ^ - AISLES . ` -. .... a o an ; . root:.. . - ..; I. Grade and develop site so' that a! fast : building entrances ore .. :, P 1 pr Yob 9 " ...' „!, °Ever .00rrfdor serving an- oocup_a food of 10 are more shod bs. not . ' .. I . :' - .Door ate e. of In -.winging *sore shall De of - onrpiece. aonstructio accessible to : the physically l I the bl:lc.wa an '- - -. e ' P 9 e ,: P yy Y d aablatl :.,tram both Pu , Y d ... "Less Trt.wldfh than 44..' . :,- '.18 24 .. " _ • iM anb 'cr Jointed rabbet ,.tot Jma. - : , tram t0. eclat arkin s o i f or the disabled,- " - •-' -. 1 P P g Pc . , prow ded or... 2, . r n f tier b -1n wh ICh are Installs s tables 4a',.: ... . ed area .. ;:. . , .Ever ,p t10 0 pn y. tl _ , , � 2 :.. AI I.pin-type hinges which ors accessible from outside the ascot yy 4 R. PARKING : " : _merchandise . equipment nt or s materials shall provided with TISSUE DISPENSER <' :. .. - ': :': '' ' . when the door is: :closed -sea lI have non-removable hinge pine. In addition. ,, ., - , .- , q Pee , P the shall have minlman :l 4'dlanrter ,Teel: jamb studs with 14 m 1.: Surface slopes of i all: ', oisie ,leading to an exit, Y . / j J op pe spaces for�tRC physically d sabts* sh , -.: ,. :. ; "' l f the door ,3, , Evdrt of le s st han be not ,leas: : than 3 wide if dee. only one side .•.'. , _ -.._ :._ protection unless the hinges to prevent o : flat t/4 :.per foot : (2.083%: aal.nt in dirmetlen. ;.. '. _ - . .. -serving .. : :. -, r • s ' ".and net -less than 3 -8 wide If int fa sides : : e c s If the pins ar•' removed. 2. -. WR.n dleabled: parking is located that the : ooh of travel from - f. - -D9D 1 t haltbeme at , the Int farthest :iranan -ex exit, cross.• : holding : for : w d h a .De . 3. deO strike plate': for latches and .the . dsvi o "projecting ti .a lad arkln space(s) fo' a but loin ;or facility requires a :.. - <.1. - \ _ „.: - D 9 yy .. aisle the' sr and ohall.be f Toy ed b I-1/E' : for each 5 In length 1 - _ : deaabo„ta In woodcorotrucf lon'shal I" De secured to the. jab and the wall I " disabled: person 9 � :. : ntl f R•ot y ,.. -. Y 1 D s to travel In to e he public bl way,: the a eo Da roes aisle or foyer. - `; •' framing ,with screws, not less than 2 -1/2 In : length. .. .. travoi•• ineludln that Portion le-the public ub l;le:wa shall :conform - :to :. }sear*. the ,zit, e y - _ �(0 :n x � r . 9 D F Y - . : 4. Dsadbol to shall hardened inserts. , all applicable cad. requirements. - J. SANITARY FACILITIES . _ - w d f 3 . ,, • . \- edam} o , :. Each Parking' s a. resereed :- for the disabled shall be :Identified b - • . 5, :'St straight deadbblis shall a minimsn throw. of 1 and an .embedment D D ... Y_ •1. ',eon ac es are located on :assess Iola tloo�s ot.:a ... r ,... ¢ , : :n ot Tess than 3 4 : -. : permanently off iced ref i f 'porcelain lectorzed :.sign o porcean on:•: steel,. - '. : . •. :. / -„ l - - bul,ldi : shel M, mo de accessible to the physically *leapt' tn . , : -\ beaded :,text.or :eual: displaying - ,The int international Symbol; of .... ... ___ _ -m , . i n imam - equal, , _ .. a Y ' , -_ _ :. Imo! o w" • • 6.: A look. en aped .or an ex lug deadbali shall haven m , -.: 2. .:.Where separate faealitles,are provided :Tor non-disabled o} ry _ ,, - • - . Accoselblllty. pp A . ,. throw -o 3 ° , - - eae ' facl ' l be provided t or' d l wble0 per sona : ® - ® w. - - ,., 4 .. A .si n shall .al so be ost d in a cone Icuoue lace at each .entrance - .. . - " I Id ors P e _ P : o.: Where - uni sex: '.fee ll itlss. are rovld *no n. non- Y - 7 , Woos : flush-type doors shall : be with. eel 9 p of. sash px: :ale P • _ to l t ter street.. parking facilit not less than l7 .x a in slu „ ¢ : . :.. • ' of waod,or: articl : r�board - of 25" cf. *smelt y :disabled arsons, such unla t pr the , . � ® ■®®■® ®1�1i!■�e1( ■���j♦0F1 II � D 3 Y with lettering lase than I in..hslght : rhlcR slowl and -, P - - 8 Wood panel-typo shell I -3/8 'tnl thick minimum with all panels cons icuo y 'the tllsabted. - , conspicuously staTse the' :follow! following; U joi n .. r pt o t vehicles not H fabricated Tram - moterlainoi,l has i ha n '3 / 8 in thickness provided all • dls la In di f f - 3. ;Alf doorways leadingto sanitary, facilities shall have 32. clear .. P . c Y 9 s Inqulshleo placards :or license plates issued or, .... : s haped portions of:tho panels are minimum iJ4 thick. - pphysialyy disaOl: persons . towed away ner s exp tOwens unobstructedopenings - 9, Hollow stool doors :shall be is go. thick with : extra :reinforcing around , • Tor.* vet . bo rselalmmd at.' -or , by e. _ 4. Provide slg*Ignites 01 3h0wn on this sheet. ' ; -` :.dock to prevent' collopeing. • :- tslephcclhg \: - S, On. doorways %.leadin ' '- to,ngn's sanlfor facilities. an equilateral N c ' - -. d i nance ', - , -. . 9 ... y q SAN l TARY. NAPK I NS CUPS DOOR HANDLE - : 10 ::,: : Aluminum mum doors shall be per Section :I Be of Sseurlty Or ,, - ':.. :trlon lel4 thick: with .d ee:12 ion an :a vertex pointing u word •s• " 4518 and shall be.equipped _ with a bled cylinder deadbolt with a 1 C, WALKS At0 SIOENWLII 9 / 9 - 9 , D g P / double Y • fa cil t avi a1/ on : hoorwand leading trn h shall leepy DRYER TOWELS SWITCH •, ,' :: min lnnari bolt projection t - orhookMa edorax expanding dog bolt to prevent •. „ pp D yy P I dolts and sidewalks oto rtoo. subject : to In regulations sd steps shall have r ' :_ :The g geometric is sym o h be c 12' e .ed. diameter nte doer be provided. : ' spreading. .The deadbo ltlock shall have 5'. intumblers. and a c tinder guard. D Y continuo... comnn not by;st•ps or by abrupt ;These geametr is sym csntored.. on'Ths. :door and: of ahelght - TOWELS I Glass doors shall. be full tempered lass. changes level - .. exceeding ''l 2':: and shall be minivan of 48' in width. .their color: and' contrast hall.: distinctly different _ """ YsmD9 - 9 9 /af180 and.. s shall . - badI e y .. 12.': Panic hardware shall amply . with Section I6d of Security Ordinance /4518. 2. Surfaces with a .sloe of -loss than 6% -shall be at least as tram that of the door. g :'. 13..: Every exit door shall be o enable from The Inside without use of key or a: it as that dsecrlMO as. o� median . :salted finish.. 8... On 'the wall : adjacent to tM.men s and women s sa facilities �. a ip s, s P . n . w 1 knowledge or effort. Special devices shall be of a 3. Surfaces a a shall provided. 7ti lss symbol be mounted ,•�. ap kn w 9s a p g e a oe with a ■Lops dir gradient 'or qr oat an exceeds- resistant. ... that lie es g p • ,.. yep _ _ '....._ _ v . -"' . : : :� ' roved type (Title 19 'Che tar 33 I18C - ' teen n1 :. : o roach'.wl Tni n.3 tot :ohs sign not encounter ® ■: w !•" : e nder YP D ) 4. When c al t slope orizo direction of Travel of any walk exceeds I that a person _, bieCt a 9 : , _ -- - he cylinder .. yy : an. rotrudln ob set or door :swan twinge at ohel hi of 60.. Letters - .. B. ;C Cylinder wards shell o installed on_a11. cylinder T Y vertical 20- horizontal S% radlent It comply with ..the -_. Y P . g 1 .__.. 4 9 . a - - -. �m D ' pie Jscts beyond ihe.face o -the do or or Is o therwise accessible to gripping provisions for `pedestrian railps. )� Y 'be- raised;.1 /32 ° ,: -upper case and accompanied with grade 2 Braille. r � o '\ tools.. - 5. Surface: cross slopes shall not exceed l/4' per foot. - Raised characters shall be minimum 5/8 :h {qyh,. pictograms minimum 8' .; • ~ I hall b• ' :h : tqh, "characters andSynDO7 esha 1 contrast wish'their background. _ - `� 1 , - > C, Sliding glass. window,shel l be equipped with lockingdevices ands 6. Apr t chan e. In level:olonp an : accessible' route shall: not exceed x rovl ded wltn a device =ln the 'u ere channel of: ihe,movin anal to rohlblt 9 i Y ,; .: 7. lMotsr elossi campartnsnTs shall b. aqul wi ih o door that hoe an WASTE 8 n D pp g P p I/2_... When chongee -!n level :do o- cur:.: th ey aholl� D beveled w ith : .. � I i , ' re ' raising and removing of. the movie panel In the closed or partially open duta tic closing device, and :shall hove a clear unobstructed opening - n 9 9 P P Y P aloes no b cat. 1,2 except that level changes not exceeding i 4h of 12vl when located of the end and :tl4' when located at the'elde ��■{}) ]hey ®j♦ ®M■�IIMI�MII�)])♦��IIM�PII.M. INNI'I # Position. - 1/4 may be vertical. _• Y/ d ... ••. n with the Cook oaitl000d at on +an le at 90 degrees (ran Its closed - ,' - • - - D. ..Screens, barricades -.or fences made of moterlal, which preclude h ump cl lmDi 9 7 . "Wh en changes in reafer_fhonl' 1/2 '.ore neeessar the 'shat l: - -- P 9 shall be provided at every portion of -. every. roof.: balcony or Maier surface a -- Iy wlth •the uirsnsnts : .for curb r s: / - -: y "Y Position.' which :TO :w thin 8' of:: a <utl ale or similar Y ' • • "R - OUTLET r. . utility 8..: Walks shall, M provided -wl th a level area not :'less than x.60 K.. TOILET ROOM FIXTURES AND ACCESSORIES PROVIDE INSULATION "4' 1 t required t'al - exterior tcandle. Baths • E. Exterior b Ivan al d a I.. ext doors et too - :: 'wi or y s tor.go o walk, and not lees than • : -` - AT.. ALL PIPES' M a y , e I. Toilet flush :controls `:hail be'op.rable with n one hand, and anal' not. :. required to bs.vandot ism resistant: - : 48 : wide. 44 ' of o or ate that ',Wings owe :�f ram the . Y D _ . ,., 9 Y.. - :. , t. f he wr let :. Controls . -to :. require t ight graspins pinbe mounted or twos the 4 he - x : Air is' over 96 square Inch: '. *hail be protected with bars. grille* or screens. ,. .. � walk. .::Such rafks': shall } f :4 s strike t , F. r ens q a e P l 9 , a a, , -'s a b u fed on the f ore side of - the toilet extend 24 o. M ids of the e r • edge,o torihsflush valves shall o.m0 n : a door or gate that owing* ..toward .thee. walk. - " ::; , 'G. PermonenT ladder. shall fully enclosed sheet - metal - tots height of 10 ; h•, 9 9 . abono the - floor: The force required "1 ;.. tot - , The`coveringshall b.hing.dandlaak . d, -. - : �. ar.a.,.na.mpr. than ,t TO i LET AGC ESSOR'I.ES '�;: .. , D. RAPS - "activate controls shall M no greater than 5 pounds. c _ H. b6' minimum h g hat lobe Illuminated rac ng c o l ors .hours aT darkness. Numbers shall , - -' -- 2 - ' "`" ;, ., , 9 - 2. - Where urine ins are rovltl.d, at: lerot one with a : r im ro'1ect:in a f+ �;. • - Building 1 - P•d•strlon raps - rimer Bess than-the bwildln ahari for a , . .P - , above the floor P 9 �¢r .. be mial number addresses e s r eq u ired color and visible from 'treat. -.._ m9 9. Y 9 , .: :.. � . .: • :. ., mini of.' „t4 tr ll and .maximum of 17 am -the wa an a': ' "' ' Additional number adtlrtsses required :share appropriate at other eniranero. m inlnsa t48 clear width„ 'hut not lose ::than 4he ;wl doh required for -. i -- - I. 14 TO ' W' 4. - P z . •z s he it be pr / . -. :I. Giozsd oenin a within ln40 of lock when 1M door is In the close* _ ,: - 11/2 I I/2 NIN: , p q 3. Fiush controls shall be operable with one hoed and shell not require position shall be fully tempered lase r:.c roved burglary rosistani material. 2. Top I enCings shall not tee than wide and shell hove .a length - w amp 9 0 PP 9. Y t I h r q, P Y of not less than 60': In'.the dir ection.: of,r Tun, g t.9,ospin pihchin9 or tw inqq os wr'a and shal be % >,, or shall be rotactedb : bare, Sena :or grilles having a maximum ant a v -'. th t e fl oor: ih TR t e f res ui tad l to g .,. e yy mc tivat no mare t he l l eb a o q "o opening 2 .The t ' provisions at this section shall arts 3. Doors any position shall reduce the :minimum dinxansfon of ,the. • l ,• . D 9 P si apply p to _ activate :controls shall be no greater than 5 pounds are foot. • ..,, o r; rl ndows which do not exceed 2' In Their greatest dimensions. r landing to less than 42 and shall not reduce the required width - 9 P e . „,,, ' • 9 - by rr7rc than 3 -1 ' 2 when ' full cps'. : : Q r - 4. t Lavato tb o boo om mounted with.. clearance ea at leant e rgo ..titan front 'o -+ • past : .- loot to ihs -`bof tam of the a ton with knee clearance under the front. : 1 \. 4. Ths'rl dfh of Ths'lantlinq shall extend 24 pt.�the strike edge any - , , D,... mi- m e of to: ezten e a mi n s a l -b 3 In width wi dt with 8 hal b depth at the / o .. door gate exterior ramps an :l 8' past the strike edge for :, ! ' pp� qq Interior romps. : : 9 top. -Toe clearance shatl'be the sorto'wldth�andsholl D a minlnwsn of 1 :ittEq ■ R DEPARTMENT :uired t hi tram the floor and a minlman of deep from the front of ., O -w - ` F I 1 , \ E D E P A -1 M E N T�. NOTES T E aS 5 At bottom and Intermediate lending.. the width shall be at Ie.., the "'' , I- n as . required - : tbr the ramps. - ihs lavatory. h o- a so - 5. A catio oT a lavator bowl :into the 8 clear apac thsrsb - � „A r 6: Other Intertnedlate landings shall have'.. dimension In the direction. jj Y ® - • .. -: 1, Provide a portable fire extinguisher with a rating not leas than 2 A within y :r.ducin the, clear : hsl g htbs tow. the iavatery io n no less than 27 a t - -,: 75' travel distance to al : portions of bui;din - of ramp; run, of not. lees than 60 P g• 8' - back tram' the. apron „moats the ;• reaulrement for providing knee GRAB BAR DETAIL a- it ,s 7: . The aro.. -slope on a romp or the slope across a .r amp landing in a A height of 34 to the to of the lavatory la ut B 2, Provide a portable fire. extinguisher with a'rating of not less than 10 BC for elear ancs. nlzlmum g p .. y direction shall not exceed 1 4' rise in I of horizontal -run, kitchen, / neammande4. ?---g.915... Q. : r t t re v h dl a If 1 ..... Q. . l tl inspector - 8. Handrail. are required .amps. that ..epee ids an cap cases he, 8. :.. -Hot : .rater: and drain pipes under .'lavatories shall be Inau tats* or • M � - r. 3. d tingulsher as required by Fire Department construction. D. during �corotruclion, slope .axeseds I .r ise In 15 of horizontal run.' - � p 5 -0 NINIMW WHEN NO DOOR x=. - : g - :.. ,. ... h _, , - _ P or abrasive surfaces under SWINGS ON LANDING. DOOR :' i- - � ' �� - 9, Handrails shell be laced on each :side. of each'Y shall be o There shall _bs . shat ° _ -. ', , 4, Fire extinguisher requirements shall he 'verified.D field "ins inspection. Firs - P o ,, WIDTH PLUS.3 4 WHEN DOOR C -0 MINIMUM - 1` •rS >. y o y P continuous: the full' length - of the ramp, shall.,:. be 30 10 above 7; Fau cet controls and - o eratInq;mechanism shall be operable: ` - �� . Q COOS. !0.:301(0).. with one SWINGS ONTO LANDING 5 P the..rmp : : :' :ehaI t- extend a minlmun of - l: beyond the: :top and • ,' 1 tl. - ht.. grasping pinching 'or. twisting - :of 5, Inter walls and ceiling flnishea for assembly dining areas shall not exceed ; hand and shall not require 9 9 p 9• p 9 2 tent,*•, ` ' ��1�// - yyf�tl 3 .- bottom of the ramp. and the mall be returned. .- the wrist'. force required -'ta aetivate'eonfrols shall. be. no more �,: : I_L a a n and point flame apron* rat of 200. VERTICAL n . 10, Handrails pro Jecting (ran a wail shall have a:: space of not tees Than , - = - :than 5 ounds„ Lever 'o crated,:_. prom. type and electronically controlled p -- 6, Any decorations used shall be non-combustible or flans - proofed in an approved 1 -I/2' between the "wall and. the ' handrail, a ^.: are'ex les acce table Mal Malting. Self- closin valves are 5 MINIMUM m r ' -J * manner. .a llaei i em 'examples P q S. o ` ,: J . - r II. The grip portion of c ti o nall shall on not less than h nor •;plf owed If; -The :faucet 'cemafns :opsn'4or at least 10 seconds. - iER , r6 : 7. Interior w a l l and taping finishes for exit corridors shall not exceed an ena were 4han °In cross-sectional dlrnnslon,::or the shape ":shall rovlEe - .. :- - 2 -0 VERTICAL m�i- pv Paint fl of..75. - - an :sulvaienf ri - In surface and al l surfaces'ehal lbe ,smooth'wl : }h' L BAHS,. , MINIART -o - y! ww " -,� q gripping 9 _ - . ° MINIMUM tS • - 8. Interior eh shell In accordance with Title 24. 4204, as tot Iowa. no sharp - ' -" : -- , : -. I. Grab bare "iholl he located on.aoch side. or one side end - ihs -- backot 6 -0 - / '�,/ � o � • - Class 1 - Vertical Enclosures; Class 11. - Corridors; Class I - Roma. 12 . The surface of ramps shall be slip-resistant. the physically disabled toilet; stall. or compartment and shall be ♦ l f -+ 0. ZF'ar�, ' ,9, A'1 - drapes, hangings:. curtains, drops and all other decorative material to .. E. CURB RAMPS securely attached 33' :'above and parallel to the floor. Grab bars � S $ ' + • comply with Fire Code 25.103: - _ ,Grab•bars shall not rotate within their fittings, O _ M � < . , •. 10, Occupancy load sign shall be. posted in dining areas, 1. Curb - raps shall be a minimum of 4' In width and shall: Ile generally, 2, 'Grab bars at the side`shall be 42' long with the front end - . I/ -a 9741 am , f 1! : lI, Exit -signs shalt. Rave letters 3/4 °.x 8' high on contrasting background, • In ,a 'Ingle sloped plane, ":with,. minima of surface warping and .crows positioned 24'-In front of the water closet stool, and grab. bare at f 1 v 'f•• 12. Alstse eholl be a minimum of 44 clear rl dih eta puDl Ic way. slope. - : - -:the back ahall.be note :l ea• than 38 long. - � ♦ o 2. The_alope of curb snips 'hall not exceed I vertical to 12'horizontal, ' .. : -: 3., The diameter:or width: of the grippingq surfaces of a grab bar shall - c - ''Z • - 13. Provide :approved •x icinggaillumination and illoafnoted exit signs. Till• 24, The- slop•. of ihs fanned or- :flared sIdas of curb, :,ramps shall not „ '- W'1 -I 4' - :to t -I 2 or''th 0 h9 ,,s teal exceed 1 vertical 4o ! rvlde an a uivalent gripping a io 2 -3312 (a. b -i., c -I, 2..3). - .. /- / P D o ® cg a 8 horizontal. srface u. 14. Exits shall. be Illuminated at any time the bullding is occupied, with Ilght - - 3 having an intensi of not. tees than one at floor :lava!: Building 3, The '.tower end of each curb ramp shall h a I/2 lip beveled of ,'4, If:the rab'.-bails are mounted adacent to a wall, the space between : 1 g fl i Code 3313. • 9 - 45 degrees. • ,T, - : the wall and The . grab'.. bars shall: be 1 -1 /2. r �� ' .. . The surface of each curb ramp and its flared sides shell b i . e slip- 5. A - grab ' and an -wall or other: surfacer adjacent to It shall be free •� s 9; 15. Provide exit .signe per�Bul Building Code 3314(., b, :c): 4 T f I f i 9 . Y _ res'stantandshall be of contrast Ing finish from that . of the of an shator abrasfv.'elennts. ' " I6. Building addrasa. number on be provided on. the front of all buildings and shall ad anent sIderalk. ' Y D g 8 Ir k$( ' be visible and legible from street fronting the .property.: Sold numbers shall J B. Grad boys shell not rotate wl }hair fit4 AS REQUIRED ® _ b - CC contrast with their background. Fire Code. 10.20e. F. ENTRANCES , - 7. Edges *hail have a mini radius of I /0 � 17. Commercial dunpetara or costal sera wl th an Indlvldoel capacl ty of i.5 cubic . : 8. Grab bar „stub and shower *eats fasteners. and mounting devices shall yords or greater shall not be stored or placed within 5' of combustible walls, standard ! „ O� < � � . � 1. All dared 5 It and with :additional directional •i entrances small be identified led with at least one • t :: .: of s{ n -- ' no as required, M' : designed -.for 250 pounds per linear foot load: r'6 , openings or -combustible roof eaves. unless areas 'containing dunp•ters are visible Pram approaching pedestrian lon'woys. 9 q ADDITIONAL REQUIREMENTS 5' -0 MINIMUM WHEN NO DOOR �, � � protected by an approved sprinkler system, Fire Code 11 :201(4). M. fill_ RfAU RE1EN .- _ Q - r 2 :. Every required entrance. or passage :doorway shall. be of a. size -as to ' ^ SWINGS. ON CHIDING, DOOR SSS 18, Provide an .approved -fixed fire extinguisher system for the kitchen hood, ducts, y 1. The center of receptacle outlets shall be not less than 12' above. the WIDTH PLUS 3 -6 WHEN DOOR - * 8 and cooking eurfacee. indicate.U.L. approval, system number and submit U.L. permit - t the Ina�a iri :}ion:. of a Doors sha less -:than 3 In pe tt . h and not.' Tloar -or working platform. SWINGS ONTO LANDING '. 5 -0 MINIMUM . iJ les deyreesand shall be so mounted that the clear width of the doorway 2. Ths canter of the grip s than 6 -8 In. height. Doors shall be capable of opening at ..least 9D Z 81 ad .approved schematic drawing. Fire Cods 10.314. .. : "; :: ':: of the operating handle of switches Intended , 19, o,� y, . Provide an extra emoting plan for Fire Department - use, Fire Code 25, 112, le not less than 32 ° . to,be used by, the occupant of the roam or area to control lighting .... Q6 W ' - 20. Television antenna crone-arm or other roo`: obstructions shall be located :; :., std :,r•ceptabl.e ou}letr, app l :l et005, or., cooll heating and : < � V 3. Where a pair of ':.doors la utilized, et least one' :.of the doors shall n! - 7' -0' minimum above roof If roof slope I. less than 30 dsgdegrees. provide a clear :unobstructed :opening width of 32' with. the leaf -:. - Yeatilatlnq_ :eeeiSnant shall -be not late than nor more than 4'.. 2 -0 VERTICAL MAXI q a 21. Provide outside gas. shut off valve conspicuously. • marked (Title 19, Chapter 6, positioned et. an angle of 90. degree. : tram tie floor at working platform. Q 9 IE ir��! ' • 7, 8 and 9 UBC). 4. Latching and' locking doors that :.ars hand acttnoted and which are In ` ,3. 'Ths•Internatlonel Symbol of Aooaeotbll Ity shall ha It. ' standard used -� o 4 O 22. Roof covering shall :tie fire retardant. (Title IC. Chapter 32, 080. - path of travel shall be operable with a : sin le effort by lever lyps to .: Identify' facilities that ore': aeeeselbl t d, usa e y py y 6' -0 MIN b l a e lSl f• g N 9 ( P ) D p 9 y type disabled persons as set forth In these: but ldin 'standards. The s o1 $ 1- 23, Exit do are or w he in the direction of exit d ravel when serving any designed panic bars, push-pull activating ng bars, or other' hardware - -- D g background. hazardous arses or when serving an occupant load of 50 or more. t h e geed to hardware. passage without requiring the ability. }o grasp specified e h ol la a eq to C or o white 'fl I n F de ablue bar rod. 24. Exit doors shell be openbbia from the inside without use of a key or an the opening hardware. The blue shall be equal to Color. No .. 15090 In Federal Standard 5950. ♦ � 8 q F special knowledge or effort. Building Code 3304 4 of - 5, . Hand.. dusted door opening hardware shall be centered between 30' 4, The center of fire. alarm 1.141 devices (boxes) . shall be located .14 Y rcZ m' Title 24, 2- ..303.(C) 9 c ; Fire 12,10 ( ) B, The floor or landing on sach aide :ofan entrance or passage door s above the level of the floor, working platform, ground surface or _ 'ba l l floor or the floor.- • hall sidewalk. � o • clear, The l of door swing'of at least 60 evel and clear area shall hove :a length In and the length opposite . S. If emergency warning system are required, they shall activate a ENERGY the direction ': . . ' eans In'of warning the hearing :Impaired. Flashing visual warning shall m o NOTES ::. - _ the direction of door lacing of 44 as measured at right angles to the bea frequency of not more than 80 flashes per minute, U plane: of the door In Its closed position, 8' -0' MINIMUM > OO 2 7 swings shall :ext and pl area n side oc :h5d ior ` o I, Well insulation shall bat - T T �� I� a 1 HEALTH D E f PARTMEN N0 ES a, R -13 value Inaulat ion. Fed: Spec. HH- 1 -585C. 8: The floor or ldg shal be not more than 1/2 lower than • B. 2 x 6 studs - 8' thick, R -19 value Insulation. Fed. Spec. HH- I -585C. threshold of the doorway. Change -_ In .. level' between I/4" and 1/2 - REQUIRED 2, Roof Insulation shall Wu r - - 'hail be beveled with a slope no greater. than 1,2. I. All equipment shall meet National Sanitation Foundation design and A. Batt Insulation - 8° thick, R -19 value Insulation, Fed, Spec, HH- 1 -521E, 9, The bottom to of all doors except automatic: and sliding shall have Installation requirements or its equivalent, B. Rigid insulation.- shall consist of two (2) layers - a smooth uninterrupted surface to allow the door to be opened by a a) 31 Cele,. MIA=1 f9PRYtaO45 wee( 1ng Fed. Spec. HH-I -1972 end U.L. wheelchair footrest without creating a trap or hazardous condition: - 2, Light fixtures In food preparation, open food storage and utensil washing Class A Installatlon R -value of W4eA . Wher narrow (ram doors re used: a 10' high smooth anal s hall b e areas are to be protected against breakage through the use of plastic e s a 9 p .. shields, plastic sl , '}latter -proof bul! bs :and /or other approved devices, ' b) 4 x 8' -0 x 3/4 . thick as manufactured by On Corning Fiberglas .installed on the push el *e of the door which g a trap or ich will allow the door to h Il self -cioel land fit to a nwzimsn 14 at the base -0' IN, Corporation and meeting ASTM 0726, :R -value of. 2,78. n creatin 3, Exterior. doors s o M n9.. / M NOTE: 8 ` � Install In dry condition only (dry In each days work). nithou4 De opened by a.onseteholr footrest ri hazardous condition. and sides. I. NA7f IlAMW HORIZONTAL DISTANCES OF , 3.. Air: leakage Standards: 10.' Max • lnnan,eft t to opperate doors shall not exceed 5. ounds for a 4,: Provide :' permanently mounted single service soap and towel: dispensers at 2 ' -0' AT All :. openeble windows and eliding door. 'holy limit air leakage and be certified s o 9 fo nd In gg p 9 9 xterlor doors and 5 ounds for Interior doors, such pull or push : all handwosh bootie, ; EXTERIOR DOOR EACH RAW AND RUN VARIES. ' end labeled to amply with the following standards: t idi in o lied at ri ht-an les. to doors Land at the center plane 5. Seel a11. cracks. and crevices In counters, . cabinets, around. metal flashing, waits ll N Metal windows and doors. ANSI A :.134,2 -1972: of -of - eliding or : fo doors :.Compensat lnq devices or automatic door s ink -Docks lashes and around pipes and conduits with anon- hardening 13333 Wen MX (13.) 41:..40 4,� wood window. and doors N.WA 1:S-3. :operators may be utlllzedto meat :the above - ef andards,Knen fire - silicone sealdn t.' 8 N 1::120 2 30 70 rc :fixed windows' shall :. be :■haled to Limit al Infi doors aree required, Ii: 30 50 30 37.5 p H All exterior doors shell limit air mere...* not ired the ID pounds. effort To operate the door may be - 8. Prior starting construction, submit two sets of plan■ to your local .: leakage: around :their perimeter. when in e : to exceed 15: ounds. :. 'Building ond.Safety Department for review, : approval :and : necessary.. permit.. 1: F , closed position. 7. A HEALTH PERMIT MUST BE OBTAINED PRIOR TO OPERATION. FAILURE TO OBTAIN - A. Provide seal or astragal at head, 0111 and jambe. : - 0, DOORS A HEALTH PERMIT IS A MISDEMEANOR. VIOLATION. PLEASE CONTACT YOUR PLAN f ° 2 ALL RAMPS MUST MEET HANDRAIL cn B. Doors mounted on the Inside are outside of exterior wells shall have a 1. Provide door (lever) hardware on all doors. CHECKER' TO ARRANGE. AN APPOINTMENT FOR SITE EVALUAT :ION AND APPROVAL PRIOR o Z minimum l' :lap a 'amps. AND Cz1R8 REQUIR ' C. Meet's 10-porting 2. Provide, panic hardware on exit doors iron public assembly areas. TO STOCKING' F00D ON THE PREMISES, ; n V Meeting o sectionalo bi art in or double doors shall De provided B: Ali }loon sinks shall tit flush to the floor, drain Ilnss anal! slope. m 3, ANY PATH OF TRAVEL SHALL BE , r- • with a weather- tight .°stragal or seal:. - H. FLOORS AND LEVELS I/4' per foot and terminate l' above rim oP'floor oink. A RAIB IF ITS SLOP IS GRE t-- A D Doors re ulring vertical tracks or guide. shall. tae o continuous nounII g - - THAN I FOOT RISE IN 20 FEE T. < Lu : angle and shall be sealed to flat} air .' : leak a ge . I. In 'dings end facilities, floors of a given story shall be a 9,: Coved. bees shall. be minimum 6' high with 3/8' radius cove: a i9.• Open exterior joints around windows and door. frames, between walls and common level throughout, or shall be eonnectad by pedestrian rasps, to. Submit a coo, of mono, prior to printing. for review, and a C.) Z foundations, between wails and roof, between wall panels, at Passenger elevators or *Peal.' access lift n, merchandising graphic 7 O 4 penetration. of ITust ing proper :. ot r t Ta msr, :point of origin and graphic �. ` of utilities through the envelope, : sha11 be s I ...clod, caulked or weather - stripped -2. Floor. surfaces shall a slip- resletaht• - 1 ustrattions to the district office, j -. 3 to - limit air Isekage. I r ' 4. A 'Certificate of Compliance' signed by the General Contractor, shall be given - d N W • to the Department 'toting }het the work has been performed and materials - insf9Yled according to the ptans E IV and apeclflcations affecting non R E C ED 5. Alifixed windows !hall be dual Dane wind .. U.S 58 required, This : ' . - � ND I CAP RAMP DETAILS CITY OF TUKWILA ' requirement does not apply To doors, Dual pane gloss shall consist of two - two layers of 1/4' thick clear glees with 1/2 air space. APR 5 395 ,. • • '' #- & PERMIT CENTER F N 3 - _ _ '* iy i sFxc: rust n ,,,,,,,,.,...„,