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HomeMy WebLinkAboutPermit D99-0332 - Pacwest Telecom - Tenant Improvement 12301 tukwila international boulevard D99-0332 I Pacwest Telecom OccUpar►ry:: OF'F ICt . Occupar►CyY'Group:` FJU1d!DI,r ::OFFICIAL CERTIFICATE OF OCCUPANCY CITY OF TUKWILA • 6300 SOU1 HCENT ER BOULEVARD, SUITE 100 ::.TUKWILA, WASHINGTON 98188 Occupant PACWEST .TELECOM EBu'i l d - i r►g 'Addre 12201 TUKWILA :IN'r' L F3!_ Parce'i: It : ; 09.2304' -9120 Owner SABEY DAVID'. & SANDRA is CONSTRUCT >NEW INTERIOR WALLS AND RAISED FLOORING AND EQUIPMENT. ':TENANT'IMPROVCMEN1 TO EXISTING Of'FjICE.BUIL D] NG . THIS CERTIFICATE 1SSUED PURSUAN1. TO : 'CHIC REQUIREMENTS' Or ` >S,f CTION 109 OF THE UNIFORM BUILDING CODE :CERTIFYING THAT :AT THE TIME. OF ISSUANCE THIS STRUCTURE WAS , IN COMPLIANCE WITH. THE VAR . IOUS:` ORDINANCES OF :THE -C1.TY REE IJLATING BUILDING CONSTRUCTION OR USE. ' FOR THE."';FOI_L_OWTNG: . z Permit t No : D99-0332 Su i Le No.: Occupant Load:. Type of Const: DATE THIS CLR1 IF ICATE MU BE CONSPICUOUSLY POSTED ON THE PREMISES City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT I5 PROCEEDING AT THEIR OWN RISK. Parcel No: 092304 -9367 Address: 12301 TUKWILA INTERNATIONAL BL Suite No: Location: Category: OFF Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No: SABEYCI033KM Permit Center Authorized Signature: CM Signature: Print Name :G42 Permit No: Status: Issued: Expires: .0 South: .0 East: .0 West: .0 Sewer: RAINIER VI Slopes: Y Streams: (206) 431 -3670 D99 -0332 ISSUED 10/14/1999 04/11/2000 Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERS /AFA OCCUPANT PACWEST TELECOM Phone: 12301 TUKWILA INT'L BL, TUKWILA, WA 98188 OWNER SABEY DAVID A & SANDRA L Phone: 206 281 -8700 101 ELLIOTT AV W, SEATTLE WA 98119 CONTACT CHRISTOPHER PATANO Phone: 206 - 217 -0708 1080 W EWING #205. SEATTLE, WA 98119 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206- 281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 ********************************************************** * * * * *•k * *** *** *•k * *•k *•k * *** *•k Permit Description: CONSTRUCT NEW INTERIOR WALLS AND RAISED FLOORING AND EQUIPMENT. TENANT IMPROVEMENT TO EXISTING OFFICE BUILDING. ******************************************************* * * * * * * * * * * * * *•k * *•* * * * * * * * * * *k* Construction Valuation: $ 900.000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N *• k****************************************• k************ * * * * * * * * * * *•k * * * *• * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 8,475.19 *************************************** * * * * * *•k * * * * *•k *•k * *•k * *•k * * * ** k * * **•k *•k * * * *•k * * ** k* Date: j V-I I hereby certify that I have read and examined his permit and know the sane to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit Date: Cg ,1 Li l ent_ 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. OF I 1.11 truer i:: �l� fl►p`..irlli T!'dTERI'IAT.0s10-vLELL • F;err< lac,, 099 3. • „Ult -1 l;v0. C;L./PERf"l Abb l.18(i. 097 i 4/ .•;) kk.k' • k1MM.k'A ;MM•MM.k.'kM. h;$4 hFkMM .M F i.r. Cond I t i lins:.• ''No t.i -optie :: w i 11 . iae maife :to tht _plans un l e = s ar ►c'r t:000 by they rnu1r3eer • .arid the ' 1 +ikw1 1 a ,C u 1 0 01* s i carr .. jA14 . t?R?r'iNi"ts• 1n'ai"•e 1.cm r eco'r.t1i and 00. o.vec plans shall 'aer.a'i'1ab'l :: at t lie ;JC' tr�r-Tt'e • or r` io to t.ht' it far ttf o7I'. any, con - • •:. ruct leaf.. ..e .The " :documerit,'3 ar t.0 m . ir it ;vi' 1`: :i.iji ava ' "tint - I l t,ina l II) srect1C►rl a0pr ovit•l r t3'ritetir; : 1 E 1 e. c.t r".1cal t' Dri111t:.' ha11 tie vki ta1ned r. hr'c utl7; t:he w.,i'$)- 1i..ngton • 3t� ttl?..0 v;,1:$ ton of ,Labc'r and ...1tiatds•1:, %'ies 'ani a11 elactr,i..,a :woT l; wi 1 1' he ; ins.De?cteti fit!'° th W� t.:aen,v tr�:4u -66 ',4 r.Y . ' P1umbi110 06rii°it.. llaTA " e :ob :tal n d • 'thr'ou'i3''the '11�eac''t.16 '' ''0a a Colin.tY LJepar tmint ..of.' . oi Pub ,He4'1t17.. • Ft1umT►1 nq kt ill' •. • .0 ht;p Cteed. - agen.V ;:1.n,01udin'i a.1 .1' 'gas 11 1p1r1�i'. t29€.- 472_;► `,, re 1 • 1 11r:echa ,c 1' .y/or,l .ii 1 1 be.. under` se oar�+te per`.ni r t tl ey•'t� tv ;,t : TuI::w 1 iii Pt11 •':cont ruction to,..be done :` r. i n contamance w .. lth ac ,r°veti `p1an•and re tip) c' the'' "Lin1ic�r 1 m u (0e:' (199' ": Edi t,;).on.} as amended: tin i i orrn tieOhar► real: ° i ocie ( 1997 Ed 1 c'n ) !ind.'Wash,iri►atori State Erie rciv'.'Code ( '1„997 E"dt . a l v i`df i tv: :Pernl.i.t., .The `i:astran+ e- or a ne`r•n oa )i t r ao,pr ov;�.i :. • ;r►l.yn s p 'er.i 11cati�3n , :.:arid 'c,ornout.ations .$ha 11 not be H cor ste.lieci co • be "a r;ern)1t ic'r or".an altar Olve,.1 .07 , an t+ vio1. :.)t1 ; t nv r•r',.the r�r < .ovi., 1ons'. of , the but ic=ing c.o"iie o ►' of. an,v . 0 ther 0r,,di nap c;e Of the iuris.c11Ct.ion::- Ilo, perni1t ores um 1nt to .- 9i'ie; au thor'1t ; v+:.'to violate orI •c an ';e1 "the''o, s of,.thi$ :ode �h a • 1'.;1, b'e 4,r a-1 i ... -. , _'•: 'A cEF'TTJr .[CAT'E r1E`'OCCUFANC'y WILL EE`,REOUIF:EU` FOF TI=T`=. PEPii11 • Project NamefTenant: :;5rt"" Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel AOffice ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel Office Value of ns 'action: r� Site Address: � 2,S 0 l � A C ( C If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 'yes no City State /Zip: a- rtv wlu� wzA Tax Parc e Number. CY- - G Property Owner: � A- 6 LI co -ro t,o 1.\.) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material afety Data Sheets Phone: Zb 20 - � 20 0 Street Address: 1/150 t ( A( &14 X0 City State /Zip: -- 1W-0 11-11- Fax #: ^01U) ,, - 2& ( Contractor: r-190 gvA-p 0 NI I' ( Phone: 206 ( � (1 �O Street Addres • ( 0 1 eLA -1cft- � vE • w. ' i F City State /Zip: 1 4= Afi'li= e&ill Fax #: TO 6- io( b '(Zo Architect• • ?A 1 ND 1\ I RTE-1 Phone• 206 . 2.47 . (.9 Street Address: [d106 Rt o IQ • I f ro (0 z�5 City St to /Zip: S •l / � It Bbl 1cl Fax #: 2M, 2 0 5 � ngineer: A 5 taNSU Cj'iN�J till Phone ` 7c - 761_ 7� �� Street Address: 13t r of p-oko 5UL L City State /Zip: iAsvEASNV MI ( l Fax #: 102- 2& • Contact Per eV4 Nv 1 ft -L Phone: 2_06 • Z� -v 71)6 Street Address: fbbb P ( 5 SC City State /Zip: i E AR A- ( Fax #: a, ,Z ` - 7 - 1 Description of work to be done: (CeNgrreuZr t4W ( "r c)e- vA ct F40609 pr Dcf.1 / t e6a v Li' t"t t;'r`ri t crif ^o It c NCB o ta `P 1,00 - J Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel AOffice ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Motel /Hotel Office ❑ Other Will there be a change of use? ❑ yes gi no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? 'yes no Existing fire protection features: sprinklers automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 16 t 041 existing Area of Construction: (sq. ft.) )0 / 0 '1 1 ,. Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material afety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Permit ;Nambet Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST .FOR PUBLIC WORKS SITE/CIVIL P..LANREVIEW ?OF-THEpOLLOWIN (Additional reviews may be determIned :by the :Public Works Department) ❑ Channelization /Striping El Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)ft: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: El Sewer Main Extension ❑ Storm Drainage ❑ Street Use El Water Main Extension El Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous Date cal. c ed: CTPERMIT.DOC 1/29/97 ❑ Flood Control Zone El Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. Thls figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date a cation lr : App cation t en b • Mats) OR PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW FR' 1 - AU Her •IZED AGENT: Signature: Date: <- ' .. Q c, Print riblr :0' `;1; C, : J ' OP .; 'Phor o � Eax # G,JC Z l"Z ef ,--2-19 Address [ � - to w r ut 1 ., 4I �0� )j /v 1 : ALL COMMERCIAL/MULTI- FA :OILY TENANT IMPROVEMENT /AL R ATIC II PERMIT A M BE SUBMITTED WITH THE FO WING: ..;" ALL DRAVWIS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL. BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJf:IRY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CIPERMIT.DOC 1/29/97 4 * * *4 k 4 * ** *A7A4. * *•4 C T1•'' Or., ru <w]LA. I9 *4 * **. *4 * *A'AA* h *:k *k* 'fR. iN9MIT "Number ft P yment 14e l:hod : C Perm i t No — Parcel AO: 5 i to Addre's : Th i 5` Payment r ■ #;7ry�. :. U:�at! ,: a :3itC(.,y? ii ! / '',T1 1i�.�" „.14 , • r:� ,).. 1 >. c) 1 k.A•4 A 41.'4*•k*:4 * * ** A A••A9* 98100233 Amount: 2'350 02'/1.1/000 30 ° :;5 HECK Notation: 5(afiEY CONGT, :[1JC In•i 1-: 'fl - r3 9!).033,2 rip I>EYPEf vi DEVEI OP1II:IVF PERMIT 92304- •'_r36 r 2301 'rUK14IL1 INTERNATIONAL BL 1 e1,a I Fees "s1 49f3 ,. t:,'l 23.:7() Natal ALL Pmts: I3. 4 L 9 Balance: „00 *4'*.A * *A *•k *4:44144 *4 *4 *4'444.4 ** *:k4 .t * *4A' *.k *4k.4.k•k * * * * }.•,1 *k1' ( l: caurit Code 000/345.V30 De: =!::r� i nt i crn PLAN CHECK 1�ONRES **.A k **k* k*••4 * 4.4.4.4:14 A h4 * **•4.4.!v 4. 'TRANSMIT h'V +' 4 : t* *A:t4chA:t*h:1 *;t *:4***h•k:t•hA Amount 23..;50 1521 02/14 ` 11.o TOTAL 23.50 AAA)* *�t.4.AAAAA A* her ' t• 1A k4fr h** �k: t•: l' rkkAA AAA AAA A ,`r•k',.l;t•h:4A.A.A*4.4•Alr:l• C.1.1 ` r ' ;C1 F 1 11 V . '. 3 I L ii v i \ 1 1 Ii i :t n;• ^i .I l - 1;1 1 . AA A•.= k A•k Ai kkA•k: •k•k* •A .l..A•1 A :.d A• k• A? *•k•kA T RAN Ski 1 'r4ui Per t 898001:67 tmauht:, . 5-,. J. 3 . '2 5 J.0 %J 4 / 9 9 J:t ::ti P c:jinen.r•, Method:: CHECi{ •Udttation:• PAC WEST TELECOM Inii;; fLN. i'er,fui t Not D9'1 Cycle: 3 ?LVPl::itl4 DEVELUNi41::Wf PERMIT l'ar e I Not t 092:104-- 9:10' i;ita: Addregss 12301 iUKWILA IN NANO I'Il1NHl. .BL 1ata: FEii El 4 7 5. Jci fill <g: Na ino+it.. S. 130 ..2S fut iI OLL hints: i3 »4 7 ;:.~.. 19 Ci# I «rlce.4 .00 * *AAAAkA *kk•k**ANkAkAA AAA ***AA A)AA• *Ak,4AA:AAAAAk•h•k. Ns cuur►t Code Descrt ut; i Cir, Hmoumt 000 /q2 ?..10() BUILDING NOW12E5 S„ I33„15 O00/;35t; . 904 iiT( -iT E. 8111:1..01NO 9UNC1. Ak 1 t 4 w t.,0 7965 10/18 9717 TOM 5.3845.. t:t.t "t4ot.: }'I•.•h h k *AiA:k:i• *A AA,**h. *A:4*h:tA *AA4kYeof:tk *Ar,t•**h. }�4*!eAA *:tkAkk:A ( &JY OF T wN I rhArt nir i t4A* * y•,1 kA *X *^6A *•k 1 *:k:k.:t4.A /r r'.!4**, * * A A :1*;b **A** *AAA::. fRHN$N1:1' , liimb!r.: R9000'1.48 Amount: 3.036..14 09/14/99 09: 5 Pavement MeL CHECK I'a•4:rt•t..ion: PACNES•f TELECOM Inil:: WA33 .. Permit 099-0 332 fvnC: DEI.PEtt34 DEVELOPMENT PERn(T Parcel No: 092304.9367 367 3ite. "(addreWs 12301 TUKWILA INTERNATIONAL RI. Lac•Eii; ium: 1 .:301 1•UI<WIL.A l:NTERIVAI•J:OWNL 111. t Total roes: 43.4'?; .1'4 Fivrent, 2.336.'44 Tc t&I ALL Pmts;: 3.3c46.'.$4 **4**7\ A*, 1 • . aA *** . * A** * * ** ** * * ** *d*k *t+r "h Ad, h *A* *A h **etk*kk * Account .Gado 4)e$c 11 i t 1 o >n 000/34 I:f3t) PLAN Amount 6947 09/16 9717 TOTAL 3336.94 , INSPECTION RECORD Retain a copy with permit INSPECTION Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. MEE-b . ‘eopb" $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 Address: t ''.° ( . \--(k\<1 \ kf\-‘ 1 V)6'. 1 Date R I le . ( - 1 - .- dal instructions: pe j Date wanted: a.m. - Ito-co Requesterr Phone: 4 1 I 'R'e2clo , INSPECTION RECORD Retain a copy with permit INSPECTION Na CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. MEE-b . ‘eopb" $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 P ' t: ki (/(Ye 7 Type Inspect 1 .1k a A , r ss 1 T . . s . „ ► ,r Date llel:, j oz) Special instructions: j . Date dl„ t1 :a.m 0 . 0 P.m. Phone: 26(D - �'-•I' I- WIC COMMENTS: (92ee',Ce 77,(�r, (u'rx.etO t 4 f/ /4 p1LP45E- CAA/ t At ( ?OW pc - Co e-t c..no,trs Me A4 f Istf 69 - 1A , I PLC L _, ..101... . 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 -0. PERMIT NO. Dat/ - (206)431 -3670 i0 pproved per applicable codes. in Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: V P t./ /DE.- A9 /'/ TrI/Gn.LS b$ S t 1e_ C.E..T- f-t- 11-.f 17R--)4rc S i & &'4 (LS (Ei'. MoTEc7)o/(1) NT 1 CemA Pit T -.,e . fc.00 STAR -. WELLS. CtTE. B uV POLUt p pikvet? =p{'_ QCC J pi4Aic. ` - (.. A 0 1 9 -uo r ) ll' tzk.. Pro' t: 4U "e l■: ) Type of Inspection: OCC0 p,ebuCc l /9/ fi Date called: Special ins tructions: Date wa •d: /0 " Reque • Pho e: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 P� , • A i A y PERMIT NO. (206)431 -3670 0 Approved per applicable codes. 26orrections required prior to approval. $47.00 REINSPECTION F.EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ect: ', `6 S r i4UFrc. W / =rc Type o Ins e lion: � el— /?,C CZ" . Zi rctiC ss: Dd: ons: U P.m . �Req Phone: F " INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 INSPECTION RECORD Retain a copy with permit Approved per applicable codes. jJ Corrections required prior to approval. COMMENTS: Date) /0 420 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: /A- . (5Pe vt / P li9.0/46 Oa lea ` Lrc&/127 )4A-7 d li ,'? . it„ 0/.0 7 1144 -1 £K r7 5 /6-.A./S 70 / 7U ,awr TU / (7 Goc,47)AtCS 0 , 7 -- )4/./es ,5174J0 ./14,4/,4_1 cAir, ielo(t Date wan d: / S �'I a.m. P.m. Request : 170//6 Phone: Inspefl INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 _ (206)431 -3670 INSPECTION RECORD Retain a copy with permit V Approved per applicable codes. Corrections required prior to approval. D/t PERMIT NO. CO 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: A dress: Date called: pecial instructions: j Date wan d: / S �'I a.m. P.m. Request : 170//6 Phone: Inspefl INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 _ (206)431 -3670 INSPECTION RECORD Retain a copy with permit V Approved per applicable codes. Corrections required prior to approval. D/t PERMIT NO. CO 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981:: j,) (206)431 -3670 C Approved per applicable codes. Corrections required prior to approval. COMMENTS: Aror Co cr4: £r, / El $47.00 REINSPECTION FEE REQUIRED. Prior to insp ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • . P :f1 fiiic Wegr Type 4‘ Date called: Addgs 0 I-- Ac ,ii-tai Special instructions: / Date wanted: / ,,,, 4 / Li3f/ P.m. Requrt, Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..; 7'. ' i/ Pro We 97" TY 55.#71.3,4/11) Ad y y Date called: Special instructions: Date want d � 137: p.m. Rst P one: 1/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit V� PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Keys 4* dos, $ ro9� 4 ,rte 7 O c( 6C(C-i DK 70 . 7ie 14cce-oor .¢r 4 rmii4 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: i COMME , s) 7 7 - m9/4((f0 pfd- w Do/v. S' /77' TTY �.(44e5, -- , 472 •-r1i_Lf/. e/o,, G e/(777 ,9t/r" f'X- her 4 .4 2/c Cc/sS /sSvim" ,42 9 (7 ,dam 7.x/2 /1/(v.37" Date w tteAed• a.m. -' ii ///9. p.m. Re Av Aiwoe i4� e2,727"---x? .--e-7-74 tr -.4 c..__.. !;� t 3 1 L' r e. F l .t7 '' 11/ . s e‘pi:g4A7446 ,I (90 % 097/1'644-7X 09 '9.-10 0 r /X c.?2, n Af ,r f'Cu.//esr(C- &477 Gvo, wrr 6vr Pro' t: r,c — a/e sr Type of Inspection: /.vNfsT/r,4noicl Date called: Address: I ZW / Ue 4 .4 Special instructions: /4?Z C (/Q Date w tteAed• a.m. -' ii ///9. p.m. Re Av Aiwoe Phone: i 4 • $a. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 33t- PERMIT NO. (206)431 -3670 n Approved per applicable codes. Corrections required prior to approval. . I ns . Date: / // ?Z 49 0 $4J.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0 C PAI a C7 .6 47- i .g, ,�i3O_,e09 ,4 /t e pac.r , - 0 6 'I • -,, ,,eo-iv 4 1 /b( ,10Z/ /0;/ I Of //o G(. SS 4' G,/, (oi,D „pms,e4P6a7e ( Se-e_ iron 0 re - 17f S 7, 31 ''. 5 � PI & &oAeo O A-(1< r //c..("S P777 e t( g 4/ES r Dat nle5 I (` a.m. uester: n KecE,vEs) .r /7 ,' fly/ OF TUKWILA 01 ct: ( �p l!U G.a'� ction: Tye f Ins ' _� ( f�i. tit 1 l` 1 1 Date c I W. p eci?l, instructions: 1/ rx tai \• 07 Dat nle5 I (` a.m. uester: ,?1 " So. 1- 0-M; t F INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1) -Ua?9- PERMIT NO. Approved per applicable codes. U Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspectionfRIAITAWkrtfard at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Ins pf j ,4 Date: t %, 1 1 2 Receipt No: Date: COMMENTS: Jr / .• ... ..%-", 6,& p 7 — ! ,� / r/7 /2 S / ♦ , r ! Address: (2i) t PAS Wwi : " �^'y eA) £ 4/, __/ - 7 0 (or 1:k. I ,e.oOAle /-4,e4. ll (9 iii/(5 /99. /09 'sS f7OOL # /chi - 70,t4, -U' ,1t /,(((, 4 dm ( , /o " h/, v, 4 /04 zU..._. ro,€!, 2b>e. /00 Oi- C.i 59 4LCoV / S OP ' Phone: ,'9 177 . AS A-fore D Agervc, A 744 E 2 t W Prt• C W Typef Infection: Address: (2i) t PAS Wwi Date called: Special instructions: Date wan d:i /0 .m. Reques r: TiC Phone: 3x'+v:::): tF:tt:t a' ?.:: R'aA'h. M. u�wv+ tur..+J.'ww+aaAV +n.aNM +<xsvaax' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. (J Corrections required prior to approval. PERMIT NO. (206)431 -3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: it PrDkct: (.4--or Ty f I n s p; s rej i ) . i z Address: 220/— Pleic 4--R, Date called: pecial instructions: Date w ntedi ? 0 7(99 .m. Requesterp Phone: INSPECTION NO.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • D L t-1 4 6 0 .1.42. PERMIT NO. (206)431-3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Ins 9a 6/2 "7/9, D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , .. • • • . • comi ,c_for - 0 Alo r(4 TyperzAp e_. -,4& 990.6gat-e-- Adoit 7X-rls' El .1-4:2441:4r--.144?6r-r9 /47 Ave, 0 < . Aia 77 4) Xfor* ( Z.(9 //ierii /z%r ay77 5 6v,t-4e /s ,A7x4 7-6 -4,-20/3 D9 -000 Ce, F,7e. .70i5V 4-t. / ( 4.e. .c.co 7 ztS'' rafeeo; Gil/ 777 ..5 Ae- 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 SI PERMIT NO. (206)431-3670 .0.5 Date: • .. \K\ Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: TyperzAp e_. ...Address: , / - - 16 -"tree, Date called: /0 I instructions: ac: JJQ St- . • • . . • . . , • .., • Date wagfed:_/ i evosm a.m. p.m. Reqi_gga7=/4:k_c_ Phone. / 0413240 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 SI PERMIT NO. (206)431-3670 .0.5 Date: • .. \K\ Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P /: C l � /� 517.-- /7• Type �E In ec ion:, Address: Date called: Special instructions: i f Date wanted. a/ 0 419 a. P.m. Requested, 4 ' L Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Jt..rr p'7' C , 4ffc e/ /4j vla) )J2? ,riffC 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 • COMMENTS: ` ?-1fS AYor�ce- / s rD At-Aa9' f,tc. / (2i LG tre 'Ta c777,e A PoS>r. f,c( Poita i.Ucnortt (A) r t e_ cri s fOiV" 5 a1 P er Ala - D99. 000C.. rN rS > P- 'ro - n-4-6_ ,a -,eiA f cief6E or r"ot2lG 17e s -A ,.4J' /? 6-c/r5 iod ,# 5 04 ,tio 099 - vLx,c /(. -So 724 g5,-c.fY'iGc. S e owe o 44/0/e/ e.... p s c/2.6 13 t9' / i> (v. i) 9 O3' . ,,C " L' 1 -. /1_ /A__ Pr AC We ST Type of Inspection: t7 c.1 rVU . — � r 1'Z7P G�O/� �=-- ddress: (2''2. - 4cie r g--( Date called: • Special instructions: S Date wan O ...•.� „,: 99 P.m. Request r: /,Uc Sr"2 -74 n ti Phone: f ....,..r..w.n.. ...�c.•.v,wvnm... vas..*. ws ,or.mw....�.,...•. »u...»......: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 .« r. o. �..............,..«... �.. r......... n�w� .a.•�.N.,.Kmrron,anmac+KS....... I\ 0 PERMIT NO. (206)431 -3670 E Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: td 0 POSTED ALLPERSCHNIS ARE HEREBY ORDERED TO IMMEDIATELY tTOP WORK , PERTAINING TO CONSTRUCTION, ALTERATIONS OR REPAIRS -,, ..- , ON THESE PREMISES AT /2.0/ /3 1C // 'e .fg 74' e' di 5 THIS ORDER IS ISSUED BECAUSE /2/. •.t /A / / WO // "(..' , i.i f .!...-' / Ale 'l /A. I 1 /( I • ; 7 • (9/ .! 21. / CITY OF TUKWILA Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, WA .98188 Telephone: (206) 431-3670 M 1 10 /I 192 I / e A ,e" e: ,//f/Z BY . ,///.„ (`-/ '1•/ Name/Title 1%\ WARNING: Failure to comply with this Notice and Order shall subject the offender to a civil penalty f up to $100.00 for each of the first five days that the violation exists and up to $500.00 for each subsequent day that the viol exists. " COMMENTS: C-7,, e /C.- I4 c ,L/ "-e../tWZ A& '(,107 — X� i�L� C. , / /r ,iu 7 f L'" .6t57/e- /2 /C><-/ OL' S r%l /y 5772 4//‘32,- �,cl,S1; ,4-ye/Z7 , 77-i 77 /.a ( /i?ff) oe 627-,/,,,e 5 &-i , Il,6, .>� 7 . p.m. S 0V,e4 W 7'X7 4 dpY'" l6 ° it IJS.T ,,eBrir 1�. E Pro' C wsr Type p lion Address. � �f/���( /, / r%l /y Date called: Special instructions: Dat n e• y �.rr .>� 7 . p.m. Reques. c Phone: / . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspec INSPECTION RECORD Retain a copy with permit • / I PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. ED $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr MC Type of I ti A y . 04 Q,iC f7/0e/ Date called: Special instructions: Date wanted: a.m. p.m. Requestee j4eff Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Z 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Approved per applicable codes. rections required prior to approval. COMMENTS: 12 :7 77fe, gG/C /A..4 li ■/e 7'r <"e5?-4./ 2..2/ D Receipt No: Date: COMMENTS: . j , 9,I Type IA ec ion: Ad ii- !" /RC ' (` 6.f -,4 - ,4/z Date called: (Z � / /.✓45 S Date wan'�/ 0 fr I 00 a.m ` Request i t o '4 Pro t• r Ul i i. el l/PA Type IA ec ion: Ad ii- !" /RC , _ Date called: Special instructions: �-- �• �, Date wan'�/ 0 fr I 00 a.m ` Request i t o Phone: .n;s::ttae aunxecw, n:-Aduwwwnawaarsacxr +acnnrca:pftmot snser are..........,.- y.....,.... . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. orrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0 SPFs (AL ,ti..c.??y( ieepoi2.7s p3 . c/ '& t(: TD ,e c rS `-Pa Pl: ( pi / )/ p 7Ni 4 & i s/4( ptykr.6' UiLl pa. 'f cG. 0 v ( ,' 1 44 ? - � 1> 1 4/O94 CA-Al r06 vs6D - ,a - 51.%,7 .Jv.�� 7 &i y o7 c) L(ce s5 i-4-/ 1.4)464.-9 Q /' ,4M;t4 /A/0 Sr% c- cvVS ce922 - . 0-441%,S ,ua r pe'8v, /7 tvti Proje n h, t ` , Typen: Ad re s: j�')l O � i ��� Date called: Special irSstr ucfions: Date wan • d In I a.m. p.m. Reques • C 4 1 C'7 Phone: ' = :��++�.a;:;:::t "i. ti lSl:-: tu'. C3MAY .4..�.a�- a.nxaw.wa:.e*.�in, o.ry. -V.i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION /o' 6300 Southcenter Blvd, #100, Tukwila, WA 98188 11 I .tvx't_ R.L�Y. : w.S! " : ltitt t +.: {•.r.Stv:`!} L':'i."'+. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. 2<rrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: (67L-1794.-1 ,4e- f> 4.•.,i AP % • = ai,L A _ + AltgE;gerrl' l 6 2411 S /- / . UAL7'ic . 414earr0,0 il 0,4741c, Af S / 7Y L,041/4?� 40 fi /ate SF cr A / f7 g#4 7'7..67 t 56(fi -717L1460 77,4 ) 654611 i i 9z t/ 4 77' ,4 Z RequestgS. i kW WM (( &0B , Prot: , Type of Inspediorl Address. Date called: Speci instructions: Date wante /0� 7 9 a.m. p.m. RequestgS. Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ZO 6300 Southcenter Blvd, #100, Tukwila WA 98188 A (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. InspesytTy/, „ z _ f Date 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: C- C`O f"" s2D- / � / � u � / �/ V �/jej� ,/ 7 o ( tA)A I a-- r" _l e g AO t/" �F'1 / pi)/ / 7 , c2c e e 784 Special instructions: Date w d (s, ,, �1-� i ( r Reque j'I, �F�uc._ h Phone: / // i z24 / Proj Type of Inspection: o/ .. Date called: Special instructions: Date w d (s, ,, �1-� i ( p.m. Reque j'I, �F�uc._ h Phone: / INSPECTION NO. INSPECTION RECORD Retain a copy with permit 2°F. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. U Corrections required prior to approval. Date: y � I , 4 17 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 0 City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name SA C_ `` k 1 \ 42. LO\ Address \ I t Q Suite ##r* QC) Retain current inspection schedule Needs shift inspection 42.0CD Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: '-H Fm ;.bb X Monitor: Pre -Fire: Permits: IINALAPP.FRM Permit N John W. Rants, Mayor Thomas P. Keefe, Fire Chief t'Y cNR °" 09.3 " 516 1I(pi •()ISO Authorized Signature Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 t4ik Ue 1 - —r 1d�1d THE WORLD LEADER IN SEALED BATTERY POWER Proven field experience since 1903. The Absolyte IUP represents the third generation of the Absolyte product line. Without an Increase in size. it (Were 15% more capacity than its predecessor, the Absolyte Patented M1 X positive grid alloy' pro- vides long -lih. This proprietary alloy gives Absolyte UP superior cycling perfor- mance and excellent float characteristics: 1200 cycles to AO% D.O.D. and a twenty year life in float service 0 25 (77 This alloy also has low gassing characteristics and is designed to allow for deep discharge recovery, Absorbed glass mat squab= for effi- dent operation. The positive and negative plates are separated by a highly porous Fiberglas mat which functions as the elec- trolyte retainer and provides the highest oxygen rnombinatien efficiency. In addl- tion, the low nstista ce of the glass mat improves high rate discharge performance. Reduced Installation and maintenance time. The Absolyte HP cells are housed in protective, =nodular steel trays designed for easy installation Arid balanced thermal management, Modules may be stacked horizontally (preferred) or leutalled verti- cally (50A, 90A only). When stacked hori- zontally, the standard Absolyte EP is ivali- Led for use in U.B.C. Seismic Zone IV installations. With the sealed design, main - tenartce is also kept to a minimum. No water additions or scheduled equalization charges are required. Periodic visual inspectiune, voltage readings and connec- tion retorquing is all that is required. Highest reliability is assured by GNB'a quality program. Cell covers are hermetically sealed using a special GNS double - sealing process. Post seals are formed by fusing the lead bushing to the post with a robotic welder. Cells axe checked by an automated, ultra- sensitive helium leak detection unitprior to the controlled electrolyte "fill by weight" process. These steps virtually eliminate any potential for leaking cells. ASSEMBLY CONFIGURATIONS Hodsontal Stack Assembly (Preferred) Depth is overall, including module cover assembly. Add 102uun (4 ") for bottom I -beam parts to determine toted (width) of assembled horizontal *tack. HLLH I LL cle a00d `WvS0:6 66 -a-daS !LOLL 9/S ZL0 972 519 ?949 P.03/08 Finally, all cells are capacity tested prior to shlj to verify ettainntent of specified ratings. AI'I'LICATIONS The Absolyte UP batteries are ideal for numere applications including; *Telecommunications • Uninterrvptible Power Systems • 9witchgear and Control • Railroad Signal and Communication •Photovoitalks *Marine •Alternative Energy Syeterns ADDED FEATURES & BENEFITS *Does not require at tetparate battery room 'Transparent, flame retardant module cover • Recombination efficiency greater than 99% 'Freezing tolerant • Deep discharge recovery * Accepts high rate charge ' Meets U.P.C. Seismic zone IV requirements . Simple cell replacement capability CELL SPECIFICATIONS Container and Cover-- l'olyypprapylene Is stands Flame retardant, UL94 V -0/26% L.O.Y. is option Separator —Spun glass, microporous matrix. Safety Vent -400mb (6 psi) nominal, heif- reseal (patented). Te rminals -- Integral solid copper core. Positive Plat. - Patented MFX grid alloy.* Negative Plate —Lead calcium grid alloy. Life-20 years float WPC (77 Self Discharge-0.5 to 1% per week maximum 4025 "C (77"P). Float Voltage -2.23 to 2.27 VPC (2.25 recommen ed) .25°C (77 °P). • I S. Patent 4. 401,730 Vertical Assembly, Side -by -side Height is overall, r including module cover assembly. Add 51 are (2") for bot- tom channel support to determine final height. NvOSIMM0d :4£ OCT-11-1999 12:13 • • irISCOLY1 • ALCATEL Absolyte TIP Module Weights and Dimensions 6-50407 6-50411 8-50A15 wiMr. WM ma M PA rt:31 VfaiN Caa RIO? Wet kr/Obr...., 1 . 5 WO 1110111101111101111MI 599 316 MINIM , . , Mi 11§5f2 :OM al ermal--&-1/2 watt= 11111E11 440 30.69 780 IMIIMEM 23.50 599 477 216 502 220 WM falf=it k - - -- - ilsa701: r a.-2sli3V.:Sil azi22 iilL=7 r 12 WU 39.69 1 008 En aliiM:WrIERtZERSir:AINSIMMOZ..01.. Mk:171SEEN u A R nrarn 599 189 WO 0 PLI 514 1101111 lia.I.L..rVfl P: WU &Mg CES Ff3a.11 I K-7451 a a' :i'. KU IRV. INFal FM 794 8.59 218 599 Knill 226 522 KM EZ. Zafr&n.. 7 .I. 1 Via 591): M. 7 35 EMP.: M.M44,a1 W.1112 8-9QA1 6-90A15 3-90M 9 3-90423 51191:7551 3-90A27 1140 908 _8 59 ezwi.47. :7 44_72 akl." . .t,..,. ,P.iIr=tan:::21 tioniairtgmaltme ligkillEll 8.59 IMEN ..11711Wrillirr7SM'AXMIttlUIMiii::"?,71,,IVALICZTPK7,74$11TAKO:ViAnliMi VEll 679 8.59 210 26. 870 470 574 IIMI r atzm 0 2 em ?I Fn1 A sury3m.-ifazE:g moms 8.59 218 larl 670 561 589 NMI 306 EaiznIg g nu 8 EN 26.38 670 M 908 310 OM M N n ILMVLIMIUM.S ..M2.117.10 M1 - a43,% .;.',4 6*,74V5 MI 1500 40.25 IIEM 8.59 218 750 340 iNtgligni ingli sivskirmsenaernm-45% ; et":iii'A Alt7;14n77111% MEI 1600 19.93 506 . .52 IF= UM 3-100M9 3100A23 3-100P27 0C1A31 1 9 1 -100AS1 • 1-100A75 1-100 7 alYEE BMW IEE M MUSE:1MM MEI itgiEEKZ.03G., MEI fr. nalt.M1?.Y.Elliir 39.69 12 6 6 14...;•;! 6 6 6 EOM era 6 2 160 265 370 265 790 965 900 1100 1300 2400 21.69 30.69 21.69 26.75 24.50 551 780 1008 679 622 IN MM 8.53 6.53 8.59 217 218 218 III MM 16.22 16.22 23.56 26.38 412 412 599 670 L$3 nrihniSMItreal2ST. MEMO 15 1E/1111110 tA.%.31 MIA gE 637 374 ‚'Os 289 170 DOIREST1C PACKED WEIGHT 442 668 408 356 KOS 104 201 152 303 185 162 LOS 280 494 413 601 685 489 436 127 187 • nit: 264 273 311 350 396 198 WM: 'W,24EZM E ts 218 MO 670 40 avii • LIIIITAI , 1113/11117371 1114111111E11 11011 MI irall Uhl. lent . 1112411117111111111111 AmemmttEL.rnitialr..cr:.:7M4:7.::ISVV:4;rP".4111 i; 5 V. ''.'5 Fraiwarin Kiva spompturtiAirturmi 1-100499 2 2 2 3600 4200 4800 . 0(1 59 war, WIPT-7t 77--14tIllerliETZU . ".'2.. 1 11t!"..! Plztri/I 3.50 8.59 42.50 1080 15 2516 26.38 670 870 670 704 P -1. 1 41 a';':17;*; 11% F 1 3 : 7: 31:4" 2 795 276 539 623 283 MODULE TYPE VOLTS NOM An CAP (8 HR) STACKING OIMENSION DEPTH OR HEIGHT' LENGTH WIDTH 8.59 218 UNPACKED WEIGHT 361 829 376 EXPORT PACKED WEIGHT 222 417 .b.cit40 nna, al additional for Mathias Cava Assembly Nom. D an d / spc..-ifeeloos mango so throw without notice. 1tovoltIons ans.., roman you lucid CND salts repyrsereatin for dicifwavion e a6ed !P0190:6 66-2-das !aid_ ez.s !L5 972 519 7949 P.04/08 !NVOSUMMOd :AS by Weight CAS Exposure Limits MATERIAL or Volume NUMBER.. OSHA ACQDH Lead 67 -77 7439 -92.1 .05 tosit t ' .15 mg/m Electrolyte: Vapor Pressure (mm fig at 20•C) 10 Vapor Density (AIR ■1) Greater than 1 (Sulfuric Acid) 18 -23 7664 -93.9 1 mg/m 1 mg/m Case Material: Pot prop iene 2 -5 9003.07-0 N/A N/A ,Separator 2 -3 N/A N/A N/A Copper 41 7440 - 50 - 8 1 mg/to N/A Tin c0.2 N/A 2 ing/m N/A Cadmium 0.24.3 7440 -93.9 0,03 mg/m 0.03 mg/m Antimony 0.24.4 7440 -364 • 0.5 m m 0.5 rn_ m Materials tat normal temperatures) • Electrolyte - , Appearance and Odor Electrolyte is a clear liquid with a sharp, 4tnlatinJ. IMMO% odor. Mating Point N/A Boiling Point (at 760 MM Hg) 203`P Specific Gravity (HZO"I) —... 1.230.1.330 — � Vapor Pressure (mm fig at 20•C) 10 Vapor Density (AIR ■1) Greater than 1 Solubili(,v in Water 100% !� % Voladles by Weight WA • Evaporation Rate (Butyl Acerate 1) .Lea than 1 .........___,.a r Tlemical/Trnde Name Mend* used on label): ABSOLYTE 11P/CHAMPION Boded Lead Acid Baum Chemical FamiNY /Classification: Electric Storane Battery Company Nome Ghia Battery Teehnoloates Address: 329 Park 1sw Boulevard Lombard. IL 601484249 Division or Deportment , Italustrial Battery Compare - Stationary Qucatloos nonce nlna MSDS Contact Environment Assurance De • • nment Dar 612•681.5f0n Ric e. Crowell Transportation Emergencies: HEMTREC 24 hours: . n004244300 UCT 11 - 1J99 12:15 ALCATEL • 0/Z i00d roduct Identification matt IL Hazardous i n redients 972 519 7949 P.05/08 CND BATTERY TECHNOLOGIES MATERIAL SAFETY DATA SHEET Tskahone Number . Physical Daft June 25, 1994 fvdtt:1 66• t -dQS :lull/ A/Q T.IR a2pmsds. gm ano ►m ucn I • i Inhalation: Sulfuric Acid vapors or mist may cause severe respiratory irritation. Lead dust or fumes may cause irritation of upper respiratory tractor fun Skin Contact: Sulfuric Acid may cause set' re irritation, bums and ulceration. Lead Co • • de are opt absorbed throu h the skin. Skin Absorption: . bsorb skin. ed throu t�e sulfuric Arid is not readily ab sorbed th rough the skin. Lead Comtloun4s are not a g E, i Contact: Sulftric Acid torpors or mist can earuse severe irritation. bums. coma damage and possible blindness. Lead Compounds may :sac :Na irrira Uan. ....... Ingestion: . Sutlluic Acid may cause severe irritation of mouth. throat. esophagus and stomach. Lead Compounds may cause abdominal pain. `use. vomiting, diarrhea and _{ere', crampiag. Acute lueestiontitould be treated ph aician. ' - inhalation: Sulfuric Acid - Remove to !belt air Immediately. ((breathing is difficult. give oxygen. Lead Compounds - Remove from exposure: prole. ■fish none and even and consult physician. Skin: Sulfuric Acid - flush with large amounts oftwtcv for at Nast 1$ minutes. remove any contaminated clothing and do not our again until cleaned. fE odd is splashed art shoes. remove and discard if they Contain leather. Lead Compounds are not absorbed through the skin. Eyes: Sulfuric Acid • flush immedistety with cool hater for at !cart IS minuets, then consult physician. . Lead Compounds - Harsh immediately %tith cool watt for at least LS minutes, then consult physician, ingestion: Sulfuric Aeid - give large quantities of water.,00 NOT induce t oiniting. then consult physician, • Lead Compounds - consult a • hvsician. OCT -11 -1999 12:15 I. 9/e madded IV, Health Hazard Information 4 ALCATEL ROUTES AND METHODS OF ENTRY SIGNS AND SYMPTOMS OF OVEREXPOSURE MRS Ace= Effects: Sulfuric Acid may cause severe skin irritation. burns. damage to cornea and possible blindness and upper respiratory irritation. Lced Compounds m cause abdominal pain. nausea. headaches. vomitin diarrhea, severe cram • in and difficulty in site • in Chronic Effects: Sulfuric Acid may lead to scarring of the cornea, inflammation of the nose. throat and bronchial tubes and possible erosion of tooth enamel. Lead Compounds may cause anemia, damage to the kidneys and nervous rystem. Miry cause reproductive changes in both males and females. POTENTIAL TO CAUSE CANCER Lead has been toted for ability to cause cancer. The results showed chef there is insufficient evidence to show that lead can or cannot cause cancer. • EMERGENCY AND FIRST AID PROCEDURES !We t:L ss- t -dBR Hell oar. v, 972 519 7949 P.06/08 VIM r ••••••••• - 4114•• . • f-. Flash Point: Flammable Limits: Not.appliable: .- • _ Lower 4.1% ( Hydrown psi tipper 74.1% Extinguishing Media: CO;: foam: dry chemical. Special Fire Fighting Procedures: `� U batteries on charge, turn off power,. Use positive pressure. self- contained breathing apparatus. Water applied to electrol .ie een rates heat and causes it to • loner. Wear acid resistant clothing.. Unusual fire and Explosion Hazard; Hydrogen and Oxygta gages are produced in the cells during normal battery operation or when on Charge (Hydrogen is *uglily flammable and Oxygen supports combustion). These gases enter the air through the wet caps. To avoid risk of fire or explosion. keep sparks and other sources of ignition awry from the battery Do not allow metallic material to simultaneously contact both the • •• itivt end tie •. five terminal afbatteries. Follow manufacturers' instructions for i ,-- nation. Respiratory Protection: None are required under normal conditions. If concentrations ofsulfurie acid mist are known to exceed FEL. use NIOSH or MSHA a (Oytad respiratory protection. Eyes and Face: Chan - I ,. h : ;,'i' les or face shield Hands. Arm. Body: Rubber or plastic acid resistant . loves with elbow le _ . clot. Other Special Clothing and Equipment: Acid resistant apron. Under severe exposure or emergency conditions. war acid resistant clothing andboots. OCT -11 -1999 1215 V. Fire and Explosion Data ALCATEL 972 519 7949 P.07/09 VI. Reactivity Data Stability; • 0 = Unstable • - Stable VII: Control Measures Engineering Controls Store and handle lead flcid batteries In well vemilnted amts. Work Practices: 9/d e6tad !WdZi:L 66•1.•dee PERSONAL PROTECTIVE EQUIPMENT :L9LL 6Lg ace Conditions to Avoid: Sparks and otter sources of ignition. Prolonged over charge. Incompatibility tMaterial to Avoid): Combination of sulfuric Acid with combustibles. and organic materials may cause fire and explosion. Also avoid 'strong reducing agents. most metals. carbides. chlorates. nitrates. picnic Lead Com. • ad: Potassium. carbides. sulfides. • amides. • ho • hairs and sulfur. Hazardous Decomposition Products: Sulfuric Acid: Hydrogen sulfur dioxide. sulfur trioxide and sulfuric acid mist. Hazardous Polymerization: CI • May Occur ■ Wilt Not Occur :NVOSiJ Mpd : 1�6 a Make certain vent caps are on tightly. Place a minimum of two layers of cardboard between layers of batteries. Do not stticie more than time layers high. Do not allow metallic materials to simultaneously contact both the positive and negative terminals of the batteries. Use a battery carrier to lift a battery or place hands at apposite corners to avoid spilling acid through the vents. Avoid contact with internal corn • • is of the batteries. prtatcrke manrec to be taken if material is released or spitted: Remove combustible materials and 011 sources of ignition. Stop flow of material and contain spill by diking with soda ash (sodium carbonate) or quick lime (calcium oxide). Carefully neutralize spill with soda ash. etc. Make certain mi.'•tuie is neutral that l:ulieu residue and place in a drum or other suitable cohtaincr with o label spa:illing "contains hazardous waste' or (if uncertain call distributor regarding proper labeling procedures). Dispose of as hazardous waste. If battery is leaking, place betray in a healv:y duty plastic bag, Wear acid resistant boots. fn:eshield. chemical splash goggles and said resisrant gloves, DO NOT RELEASE UTR.AL ACID. Waste Disposal Methods: .. Sulfuric Acid; Neutralize as described above for n pal. collect residue and place in a container labeled as containing hazardous waste. Dispose of as a hazardous waste. If uncertain about labeling procedures. call your local battery disunbutor'or contact listed at • inein_ DO NOT FLUSH LEAD CONTAMINATED ACID TO SEWER. - Batteries: Send to leadsmelter tollowine applicable federal. state and local regulations. - REGULATORY iNFORMATI,.ON: NFPA Hazard rating for Sulfuric Acid: Flammability (Red) I" U Health (Blue) - ■ 3 t Reactivity (Yellow) a 2 - _ _ US DOT identification and tfescripdon for batteries and acid is as follows: Batteries. wet. non - spillable. Electric Storage 8. UN 2800. PG III. Label: Corrosive • (Exceptions 173.159, paragraph (d). C.F.R. 49) For air shipments. reference International Air Transporgn Association (tATA), refer to speciaj provisiotu A48 and A67. Sullltrie Acid is stater reactive if concentrated. Wineries are regulated under applicable US DOT. RCRA. CERCLA and EPCRA If you have any questions. please contact the Environmental Assurance Depanment of GNB Battery 7eeiuwlosiss tit 612/6a1 • 5000 or Richard 9: Crowell at 6121681.3251. The International Agency for Research on Cancer (IARC) has classified 'strong inorganic add mist containing seslfunc acid' as a Category 1 Carcinogen. a Substance that is cucinogenic to humans. This classification dose not apply to liquid forms of sulfuric acid or sulfuric acid solutions contained within a battery. Inorganic acid mitt (sulfuric acid mist) is not galiagatod carder •octant use dads product Misuse of the preduc. such as overcharging, may however result in the generation of sulfuric acid mist. A battery is manufactured using lend. CAS No. 7439 - 92.1 and sulfuric acid. CAS No. 766.1 -93.9 which are subject to the reporting requirements of EPCRA Section 313 (Al CFR 372).• OCT -11 -1999 12:16 ALCATEL (.. VUL safe Handling Precautions I{ygiene Practices: Wash hands thoroughly before eatint drtnlcin3 or smoking after handling batteries. Proteetit+s Measures to be taken during non- routine tasks including equipment maintenance: Not applicable, SPILL OR LEAK PROCEDURES 972 519 7949 P.08/08 IX. Other TOTAL P.08 ..1CT-12-99 TUE 9:44 HARC, ENGINEERS HARRIS, M 77v Pgve $l,P1 • nit. / twit: 702 .' .759 1575 Rai: 702 / 769 1374 HARD COPTt CCi )i WILL FOLLOW 0 WILL NOT FOLLOW Fieldun Companies. Greg Larson, P.E. Electrical Engineer Dote: To: Attentiont Chris Patano Project: FAX TRANSMITTAL PAGES ARE BUNG TRANSMITTED (INCLUDING COVER SHEET) If you do not receive an of the poses, please call us ot 2691575$ Aelern. FAX NO. 702-269 0046 P. 01 October 12, 1999 Patano Architects Pac West Telecomm Project No: 99011.30 We ore foxing you the tollowing information: Leber resoadin.g to Building_Division Review letter dated October 1, 1999. Original will be mailed. 0.0. ••• • RECEIVED OW OF TUKWILA OCT 1 2 1999 PERMIT CENTER alA17 OCT-12-99 TUE 9:45 HARP" ENGINEERS HARRIS I ,. ,t.., e,v ,r .nu, r 1'I • .4711.1 h h phomr• At! t 2;.') 197; t ,v 7)2I 1171 Tukwila Building Division 6300 Southcenter Blvd. Tukwila, Washington 98188 AM: 'Bob Benedicto This letter is in response to your Building Division Review letter dated October 1, 1999 regarding Pac West Telecomm. Attached please find the Washington State Non Residential Energy Code Compliance form. The Pac West project does not fall into any of the "USE" categories listed in Table 15 -1. Foot Note 1 for the table states that if the "Use" can not be determine from the table the value will be determined by the building official. The facility is a telephone utility company operation and is for the most part unmanned. Most of the rooms are on local switches with the lights turned off when not in use and have a limited number of night - lights that remain on. The other rooms (102, 103 and 104) have one motion sensor per row of telephone cabinets, to allow only the row with personnel working to be on; all other lights would be off. The functionality of the rooms is that they are unmanned and that the lights would be off. When new cabling is added, or changes are required the technician is located between 48V DC telephone cabinets and needs a high level of lighting ac the wiring and terminations are considered by the IES lighting handbook as Category F visual tasks of low contrast or very small size. This would require '100- 200 foot- candles of lighting. We are around 85 with designed drawings. It would be difficult to work on these systems with any less lighting available. The operation is 24 hours a day 7 days a week, and day lighting could not be of any benefit, as the windows have been walled over for security of the space. October 12, 1999 Pqq FAX NO. 702 269 0046 Re: Pac West Telecomm, Inc. Application 4: D99 ..0332 Project No. 99011.30 P. 02 tl lr OF KW 1LA OCT 121999 PERMIT CENTER Istialzo...tcu,shrottay..■ OCT-12'-99 TUE 9:45 , HARI ENGINEERS TukwilaBuilding Division Project No, 99011.30 • October 12, 1999 Page two • • It' you should have any additional questions or require more information, please feel free to call me at your earliest convenience as this project and the schedule is crucial. Cc: Fielden Companies Attachments: As stated. 99199011\9901130C.008 Sincerely HARRIS CONSULTING ENGINEERS g D. Larson Electrical Engineer OCT -12 99 TUE 9 :45 HART`= ENGINEERS FAX Na 702 269 0046 Lighting Summary LTG -SUM 1987'Naahm7lon Stela NGrlrasdort1m1 creisy Cos Campllatice FofMI Project Info Al.teration Exceptions (check appropriate box) Lor t.on . (floor /room no.) 7 , 4 Project Address /?-3 0/ AFp�1c��ni Name; T r , sak a Applicant Address: r Q 90 Ur_ J W ;4 ti BPS 5 1997 Washin ton State Nonresidential 5nergy Code Compliance Form / 4 &t Occupancy Description r r_ a r r tf (G7 a 1 " From Tahiti 15-1 (over) - document at exceptions taken from footnotes Allowed Watts per ft 2 " 14)r Data , Fire Edllton - Jura 1709 r For Builoing Department Use Applicant Phone:, o ) �- ( 7 ._ Q S [Project Description I ewt3uilain9 Q Addition s, Akera&3n ( ,z�r'; . 5179 f ❑ Proscriptive lJghting Power Allowance CI Systems Analysis Compliance Option I J (See Qualification Checklist (ever). indicate Prescriptive & LPA spaces clearly on plans.) ❑ No changes are being made to the lighting ❑ Less than 60% of The fixtures are new, and installed fighting wattage is not being lncrnSed P. 04 Use mfgr listed maximum Input wattage. For fixtures with hard -wired ballasts orly, the Maxinnun Allowed Lighting Wattaae (Uteri default table in the NREC TQahnieal aeforcnoc Manual also be used. Area in Fl T A(Irnti X Arta 4 75 41- ,L3 ..... Total Allowed WattsLp.a / 31 Pro posed Li • hting Wage (Interior) Lc ation 0(4r/room ci f 60 r tjce0r ;I 1 / }'k' /a xr* 2- la 3 /aa w i t 3 w r'r ivi 1 t✓ 4 t? t: r 3 w S Number of Fixtures 3 3 7 �a Mr. nin G Location .) Proposed Lighting Wattage (Exterior) Fixture Description Description (May not exceed Total Mowed Watts For interior) Total Proposed Watts may not exceed Total Allowed Watts for interior Allowed Watts per tt or per tf 0.2 W/tt Covered Parking Open Parking Outdoor Are: Bldg. (by facade) Bic1g, (by perim) 7.5 Wllf Natal for building exterior, choose either the facade area or the perimeter method, but no both) Total Proposed Watts 2./ (L f/ ,,._ . ..... Use mfgr listed maximum input wattage. For tt turea with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also to used, 0.2 Wrft 0.2 Wift 0,25 Wlft Area in It (or it for portmotor) Total Allowed Watts Pro . osed LI htin Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Nurntwr of Watts/ • Vial Location Fixture Description Fixtures Fixture _.r.. Proposed Total Proposed 'Naha may not exceed Total Allowed Watts for Exterior Total Proposed Waite Watts/ • ° - Wars Fixture Propoaod cio 1 �3rf' A lc•.ved watts ate (or x tt) ^ Lighting Permit Plans Checklist LTG -CHK 190: Wasnhptun Slats Npnroaearexl 8nsryy Coda Cnmpuance • Mal Pt it ed :on • JuM '"` 19141 __ , P►cjeot Addrars The following Irtlorrnation is 1534 Washington State Nonresidential --"' ate necessary to chocft a lighting permit application for compliance with the lighting requirement% In the Energy Coda. 4/piir. billy (circle) Code Section I Information Required Location Building on Plans Department Notes " "`" LIGHTING CONTROLS (Section 1513) a o ><.a. 1613.1 Local control/access Schedule with typo, indicate locations_ � � red ao C.!; 1513.2 Area controls Maximum limn per switch y ' L 1913.3 Daylight zone control vertical glazing Schedule with type and features, indicate locations Indicate vertical gla on Plans Indicate ovarhead,iszing on plans _ Indicate Separate controls ; ��� y,a a C i4 y ca ae ce overhead glazing y ;+. a. .... 1513.4 Display/exhib/spe. ial 1513.5 Exterior shut -off Schedule with type and features, Indicate location y. ae U.K. (a) timer w/backup Indicate location xe. se a. a. (b) photocell. indicate location 1513.6 Inter. auto shut -off Indicate location Sy me n.■. 1513.6.1 (a) occur). sensors Schedule with type and locations M 1 07,, 1 /orf _ y.+a m a. a. 1513.6.2 (b) auto. switches Schedule type and features (badc•up, override capatiiiity); Indicate size of zone on plans r —. . LIGHTING WATTAGE ram na (Sections 1520 - 22 or 1530 Lighting Sum. Form Completed and attached. Schedule with fixture types, -I-- /amps, ballasts, watts per fh ture - ELECTRIC MOTORS Section 1511 • T y ea ee U.4. _ JEloc motor efficiency MECH -MOT or Equipment Schedule with hp, rpm efficien �____, , OCT-,12 -99 TUE 9:46. HAR -- ENGINEERS FAX NO, 702..269 0046 1997 Wa y ;3ton Mate NOflresioormkdt el rcrryy.,we i.out ' c ruin it "no" is circled for any question, provide explanation: P, 05 ALCATEL , 972 519 7949 P.02/03 C OCT-11-1999 12:11 Regarding the GNB 100A87 Battery: Dimensions arc 38.00" x 8.59" x 26.38" • Total Cell Weight is 704 pounds (unpacked weight) • Electrolyte Total Weight is 125.2 pounds per cell. Electrolyte Total Volume is 11.5 gallons Percent of Sulfuric Acid is 30.67% by volume. • There • Acid Weight is 38.40 pounds per cell • Acid Volume is 3.53 gallons per cell One string of 24 cells yields a total electrolyte solution weight of(125.2 lbs.)(24 cells) = 3,004,8 pounds (3,004.8 poundsX30.67%) = 921.57 pounds of Sulfuric Add per string) One string of 24 cells yields a total electrolyte solution volume of (11.5 gal)(24 cells) = 276 gallons (276 gallonsX30.67%) - 84.65 gallons of Sulfuric per string) Carl Anew in x97393 OCT -11 -1999 13:59 ALCATEL DEC Commuoiortimo Corpoa C GP.003- 900401 bawl 10.3.5. Frame Lineup Fastening Fastening Requirement 9 72 519 7949 P.02/05 5r* rd histinditio, 12100 lid gyIN August 1, 1! Figure 10-14: Frame Alignment, Non - Seismic Non - Earthquake Installation FREE STANDING (ISOLATED) FRAMES SHALL BE BODED' TO THE FLOOR WITH 4 BOLTS. FRAMES MECHANICALLY JOINED TO ADJACENT FRAMES NEED ONLY 2 FLOOR BOLTS. FOR COSMETIC REASONS THE END FRAMES Wil HAVE 3 BOLTS. .. 10,3.5.1.Frame Mounting, Non - Seismic • Install frames with non - seismic earthquake floor mount kits. • Mark and drill holes in computer floor. See Figure 10 -15: Floor Ancha Positions. • Move frame out of way 'without scratching the floor. • Remove tiles and take to approved location and drill holes. • • • •• S • Figure 10-15: Floor Anchor Positions Drill holes 1/4 inch deeper than floor anchors. Use a vacuum cleaner to n the dust and debris while drilling to keep the switch room clean and as dui as possible. Install anchors per manufactures specifications. See Figure 10-16: Non - Seismic Installation - Computer Floor. 10-23 SAE Grade Number Ammossamormmonssm 1 Or 2 S 8 Special ' Alloy Manufacture's marks may vary. Bolt grades through gnu 8 are shown at right CapscrawDiamieter (inch) and 1Vlinialum Tensile Strength (psi) To 1/2 -69,000 To 3/4-64,000 To 3/4- 120,000 3/4 To 1415,000 To 1- 115,000 To 1- 185,000 Bolt size and thread itch • Torque (foot/pounds) for plated bolts clean, dry threads 10-24 3 4 5 1/4-20 6 10 12 14 1/4-28 7 12 15 17 5/16 -18 13 20 24 29 5/16 -24 14 • - 55 27 35 . 3/8-16 23 36 44 58 3/8 -24 26 40 48 69 7/16 -14 37_ 52 63 98 7/16 -20 41 57 70 110 1/2 -13 57 80 98 145 1/2-20 64 90 110 160 9/16 -12 82 120 145 200 9/16-18 91 135 165 220 5/8 -1i 111 165 210 280 OCT -11 -1999 13:59 ALCATEL 05C CaiaE Corpor( CSDSP •003.8000.131 Lam1 972 519 7949 P.03/05 10.1.11.4.Bolt Torque Requirement (Metal to Metal Only) Table 10-4: Bolt Torque By Grade Staodard 6nerfation, D17C SWiiiing Sys Az pat 1,1 10.1.11.5.Floor Mounted Rectifier Select the first frame to be anchored into place; this frame will usually be t} frame to which the bus bars to the batteries or charging equipment will be connected. Use leveling screws and shims to align the frame to the specifications giver Table 10 -5: Maximum Allowable Shish Height. Table 10-5: Maximum Allowable Shim Height Maximum shim height allowed to achieve . the requirements of the allowable 10-11 OCT - 11 -1999 13 59 ALCATEL NC Ce per'Ionia s Corporatioo CSDS! 407. 9000.231 bate! • Roll frame in place. • Lower frame. • Set isolation strips across 4 sides and 2 cross braces. • Install flames to the floor per site floor plan drawing. • Figure 10-18: Seismic Installation - Computer Floor. PDF '0-o Y o 8.O •Imgwo' '4F 10-26 Mal 611.0107-031 972 519 7949 P.04/05 SISSId sd1mallThtlaq• DEX endSystems . Moist 1.1997 huh visaw mianmull Thilalsom = th~i SUMS Figure 10-18: Seismic Installation - Computer Floor With Coupling Threaded rod near cables needs to be covered with ?VC piping or equivalent tc protect cables from abrasion. On some shallow depth computer floors the threaded rod may need to be cut half where it has to be installed through the side of a seismic frame, as there no way the threaded rod will clear without tilting frame a 45 degree angle tb { OCT -11 -1999 13:59 HL-HILL D!C me CUM 410134000 . howl 10 -27 C FRAME a rd 51y •t' 4 ' F' . b5i b5 Minden! moo, DDC Agog 1,19 can stress computer floor to point of collapse. Install the cut threaded rods connect the threaded rods with couplers purchased locally. See Figure 10 -18: Seismic Installation - Computer Floor With Coupling. 10.3.9. Verify Frame Isolation from Building Ground Verify that the Frame Ground is Isolated from the building ground; such as ; good AC Conduit ground. Requirement: 100,000 ohms or greater (Overload on digital multi -me' Repeat the process with the next frame. Keep frames straight in line. 10.3.10.Bolting Adjacent Frames Together Bolt the frames together at 3 locations, both front and back See folic figure. 9t1dNOVW►SER• 7Ai•NUT 10.3.11.Check frame isolation from ground. 10.4. ELECTRONIC MAGNETIC INTERFERENCE (EMI) FUTURE %4 TOTAL P.05 ent by: FIELDEN COMPANIES Planning. Architecture , Urban Design 702 435 6478; Date: Monday, October 11, 1999 Project: PacWest- tukwila Attention: Tukwila Building Department Official (Bob Benedicto) From: Patono Architects / RANI Regarding: Building Division Review comments cc: Ernest H. . aee;EpT�o t ut - ito3 t, i Exeritm r-e_ecx25 C . TO42T1ow - Ct- Ce)& c _c.vv1S--P 'f .ex44•, t{ctx.)mi4 -e[. 'rvoNtc:-DATA, r..Oc)t' - I µT 60t-tSrbeaa0 /K TZi-a tnwe /Y/ JEWWEi2 46 meal, E1acr, EaPon Nr x-/145, Fat t 77 /�. p1i2/X op- 11/(. f-- c6(f7cw, .— No Apofl W4t RA/rips die UFA 5 . MEMORANDUM PacWest - Tukwila 12301 Pacific Highway South Tukwila, Wa. 10/11/99 3:31PM;, x #470;Page 2 FILE COPY Please see attached Information and photo's (Las Vegas Site) regarding the Gel batteries to be installed in the Battery Room #107. ThiS two o.^+ascc cso - tv Ftfte/ *.oeNrrotl r -ve- tRi +2 n (O W � tS geC�MtS e .'o- ric4a 4. — Oat gItt1 ES W t u_ The means of egress from the Break Room #109 has been revised to comply with UBC 1004,22, see full size sheets (A2.01 and A3.01) Of K. Those rooms labeled as unoccupied, are to be used for electronic data processing equipment (Transmission & Storage Room #105) and storage of electronic data cabinets (Collocate Rooms #102, #103 and #104). See attached photo's from our sites in California (1 thru 7) and Nevoda(8 thru 17). The ramp shown in room #105 Is for the use of installing and removing equipment as the bulginess updates its equipment. There is usual one site manager and one technician during regular bulsnless hours. See attached Alcatel Sheets. See attached Harris Eng, Sheets, RECEIVED CITY OF TUKWILA OCT 1 2 1999 PERMIT CENTER CORRECTION LTR# 2480 East Tompkins, Suite '103, Las Vegas, Nevada 89121 (702) 435•i AFI (7234) Web: www,fieiden.cam FAX (702) 435 -6478 E - Mall: fieldenOvegas.Infi.net D v3a�- ent by: FIELDEN COMPANIES • 702 435 8478; 10/11/99 3:31PM;Adfix. #470;Pege 3 0, AAi ,rc. lent by: FIELDEN.COMPANIES ,r-V. • - ,,fi t ? • ZN.;% • `;� \. \ ;. •tip: 702 435 10/11/99 3:34PM;,tfx #470;Page 4/9 c, 9A ,o/5 'G f 40 ent by: FIELDEN COMPANIES i 702 435 8478; 10/11/09 3 :35PM;, #470;Pege 5/9 15 ; 1 •70 -s ent by: FIELDEN COMPANIES CAL P. — — 747ZIAltr5k.irr7 / ic414-1 702 43564Th;. 3 :38PM; .#470 ;Page 7/9. ent IELDEN :. .702 435 8478r A001/22:. 241PM;Jedrait:#470;Age.8/9..; • Priivrc• : •id 'fi1's:Y�tfi'....14ik.W iir'.:∎44 i.E I Y t Si u,w t k'" tce. e�'s:F ..:''d�.: bi 4:`t •,_ . �,.. i �it� txg M 5 a w: a 10/11/99 3:47PM ;, #472 ;Page 1/1 pfaru R .m wro wa ent by: PIELDEN COMPANIES 702 435 6478; 10/11/99 3:31PM;J0f #470;Page 1 Planning , Architecture Urban Desi n Attention: Chris Patano Company: Patano Architects Fax Number: (206) 217 -0599 CC: Ernest H. (209) 926.3236, FAX COVER SHEET Date: lala1999 Project: 429PacWest From: H. Rene' Galav¢ Number of pages, including this sheet: 9 Original(s) will be: ED Mailed ID Delivered Q Will not follow Menage: Chris, these ore the photos to the California site. I hope they come out clear enough to demonstrate the use of our facility. I didn't send my meno, so find that within this fax. CORRECTION fgge9Lre ran l fax.doc CITY OF TUKWILA OCT 1 2 1999 STATEMENT OF CONFIDENTIALITY PERM CENTER This facsimile contains confidential information Intended only for the person(s) named above. Any use, dlsrribution, copying or disclosures by any other person is strictly prohibited. If you have received this facsimile In error, please notify us Immediately by telephone (collect), and return the original transmission to us by mail without making a copy. NOTE: if any of the fax copies ore Illegible, or you do not receive the same number of pages as stated obove, please contact us at the number below. 2480 East Tompkins, Suite 103, Las Vegas, Nevada 89121 (702) 435 - RAFT (7234) Web: www.fielden.corn FAX (702) 435 -6478 Wail: fieldenevegas.infi,net p'11 -o337- ent by: FIELDEN COMPANIES cc: Ernest H. 702 435 8478; MEMORANDUM PacWest- Tukwila 12301 Pacific Highway South Tukwila, Wa. Planning . Architecture t Urban Design Date: Monday. October 11, 1999 Project: PacWest- tukwila Attention: Tukwila Building Department Official (Bob Benedicto) From: Patano Architects / RANI 10/11/99 3:31PM;Jgax #470;Page 2 Regarding: Building Division Review comments 1. Please see attached information and photo's (Las Vegas Site) regarding the Gel batteries to be installed in the Battery Room #107. 2. The means of egress from the Break Room #109 has been revised to comply with UBC 1004.22, see full size sheets (A2.01 and A3.01) 3. Those rooms labeled as unoccupied, are to be used for electronic data processing equipment (Transmission & Storage Room # 105) and storage of electronic data cabinets (Collocate Rooms *102, #103 and #104). See attached photo's from our sites in California (1 thru 7) and Nevoda(8 thru 17). The ramp shown In room #105 Is for the use of Installing and removing equipment as the bulsiness updates its equipment. There is usual one site manager and one technician during regular buisniess hours. 4. See attached Alcatel Sheets. 5, See attached Harris Eng. Sheets. RECEIVED CITY OF TUKWILA OCT 121999 PERMIT CENTER CORRECTION LTR #A_ 2480 East Tompkins, Suite 103, Las Vegas, Nevada 89121 (702) 435•17AFI (7234) Web: www.flelden.cam FAX (702) 435-6478 E -Mail: fieldenevegas.Infl.net D1'i -0335 ent by: FIELDEN COMPANIES 0 .44b=_.--7-7209,keyotrc. ent by: FIELDEN COMPANIES 702 436 8478; ent by: FIELDEN COMPANIES . ff. '• :_. 702 435 6478; 10/11/99 3:35PM;,( #470;PAge 5/9 r4 itera-s ent by FIELDEN COMPANIES 702 435 8478 ; 10/11/09 3;38PM;, #470 ;P3ge 8/9 7'�4 � SkJ i7' �.4�Gry gek/A•/4.07 ent by FIELDEN COMPANIES 702:.:436. 8478;" lo/ii/g9 3 41P1 Page: 8/11 r ..�•�- ^Z, iw\. ..:Mt�:t<.'�5�1 Y.W.:.I✓ iiN:L.. �" ..�h4.: t,�'1'�VU+4'�Vka ... .r .. �. .. Pier? 7 OCT -11 -1999 13: 5E:f COMMENTS: .Z2 A42,41 di1 SA- I;7 HLCHTEL FAX COVER SHEET DATE: o PAGES INCLUDING COVER SHEET: 64 FAXCv.D0c 9/17/98 TO: COMPANY: PHONE: FAX NUMBER: FROM: COMPANY: PHONE: FAX NUMBER: A L C A T E L 1000 Colt Road • Plano TX 75075 -5813 • Tcl: 972 -519 -3000 cif' ez- le z) }3S' 723} t7o2)V31 " - se PeP Peery 1/ �c 7')519 - 758'2 vM 7zt - 2441 - k_ t . y'rd 51y Y94': r 3 aiodeio 000 Or . A#04 (22) 2J7- 0705 (zoe) -os�9_ The documents accompanying this telecopy transmission contain Information from Alcatel USA, Inc. which is confidential and/or legally privileged. The Information Is intended only for the use of the individual or entity names on this transmission sheet, If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this telecopied information is strictly prohibited and that the documents should be returned to Alcatel USA, Inc. immediately. In this regard, If you have received this telecopy In error, please notify us by telephone immediately so that we can arrange for the return of the original documents to us at no cost to you OCT -11 -1999 13:59 ALCATEL Ede Cammwskodatis Carper( MVO •003-90 o0- 231 bon 1 i • Figure 10-14: Frame Alignment, Non - Seismic Non - Earthquake Installation 10.3.5. Frame Lineup Fastening Fastening Requirement 9 72 519 7949 P.02/05 9taadrd Iestaidico, DE C Swtlerii5 Bpi Most 1,11 FREE STANDING (ISOLATED) FRAMES SHALL BE BOLTED TO THE FLOOR WITH 4 BOLTS. FRAMES MECHANICALLY JOINED TO ADJACENT FRAMES NEED ONLY 2 FLOOR BOLTS. FOR COSMETIC REASONS THE END FRAMES WILL HAVE 3 BOLTS. .. 10.3.5.1.Frame Mounting, Non - Seismic • Install frames with non - seismic earthquake floor mount kits. • Mark and drill holes in computer floor. See Figure 10 -15: Floor Anchi Positions. • Move frame out of way without scratching the floor. • Remove tiles and take to approved location and drill holes. �i 1 t• IP • Figure 10-15: Floor Anchor Positions 10-23 • Drill holes 1/4 inch deeper than floor anchors. Use a vacuum cleaner to rE the dust and debris while drilling to keep the switch room clean and as dui as possible. Install anchors per manufactures specifications. See Figure 10-16: Non - Seismic Installation - Computer Floor. SAE Grade Number 1 Or 2 5 8 Special ' Alloy Manufacture's marl may vary. Bolt grades through cede 8 are shown at right CagscrewDiameter (inch) and he nimum Tensile Strenisth (psi) To 1/2- 69,000 To 3/4-64,000 To 3/4- 120.000 3/4 To 1.115,000 _ _ � To 1- 115,000 To 1- 185,000 Bolt size and thread pitch • Torque (foot/pounds) for plated bolts clean, dry threads 10 3 4 5 1/4 6 10 12 14 1/4-28 7 12 15 17 5/16 -18 13 20 24 29 • 5/16 -24 14 55 27 35 • 3/8-16 23 36 44 58 - 3/8 -24 26 40 48 69 7/16 -14 37_ 52 63 98 7/16 -20 41 57 70 110 1/2 -13 57 80 98 145 1/2-20 64 90 110 1 160 9/16 -12 82 120 145 200 9/16 -18 91 135 220 5/8 -11 _ i11 `6 210 280 DSC Co munbstioss CSDSP -003-0000.231 Issue 1 ALCATEL 10.1.11.4.Bolt Torque Requirement (Metal to Metal Only) Table 10-4: Bolt Torque By Grade 10.1.11.5 -Moor Mounted Rectifier Select the first frame to be anchored into place; this frame will usually be t) frame to which the bus bars to the batteries or charging equipment will be connected. Use leveling screws and shines to align the frame to the specifications given Table 10 -5: Maximum Allowable Shim Height. Table 10.5: MpYignun1 Allowable Shim Height Maximum shim height allowed to achieve . the requirements of the allowable 972 519 7949 P.03/05 Stsad=d DIX Swialsing Sys August 1,1 OCT -11 -1999 13 :59 AL.CRTEL 972 519 Y949 P.U4 /05 funded lesaalistiaq A!X SwMoMeg Symms . August 1.19!7 DSC CSDS!4004000431 Irate 1 • Roll frame in place. • Lower frame. • Set isolation strips across 4 sides and 2 cross braces. • Install frames to the floor per site floor plan drawing. • Figure 10-18: Seismic Installation - Computer Floor. • ti • 10-26 d►OOFODI ha wane aan+sre R, :WM V2 -r &)' J Figure 10-18: Seismic Installation . Computer Floor With Coupling Threaded rod near cables needs to be covered with PVC piping or equivalent tc protect cables from abrasion. On some shallow depth computer floors the threaded rod may need to be cut half where it has to be installed through the side of a seismic frame, as there no way the threaded rod will clear without tilting frame a 45 degree angle tb OCT -11 -1999 13:59 HLCHILL D/C Co meimtiaat C' �Dat-003.9000•X3I \,_,`. burl 'j'f� 51J 'fy4y H.l'J /b 5 Maedard SztalWlao, DDC Iwitdake Au4mtl,l9 can stress computer floor to point of collapse. Install the cut threaded rods connect the threaded rods with couplers purchased locally. See Figure 10 -18: Seismic Installation - Computer Floor With Coupling. 10.3.9. Verify Frame Isolation from Building Ground Verify that the Frame Ground is Isolated from the building ground; such as ; good AC Conduit ground. Requirement: 100,000 ohms or greater (Overload on digital multi-me Repeat the process with the next frame. Keep frames straight in line. 10.3.10.Bolting Adjacent Frames Together Bolt the frames together at 3 locations, both front and back. See folic figure. FRAME Y 10.3.11.Check frame isolation from ground. 10.4. ELECTRONIC MAGNETIC INTERFERENCE (EMI) FUTURE 10-27 TOTAL P.05 is U(1-ii-1999 ALCATEL FAX COVER SHEET FAXCV.DOC 8/17/98 TO: COMPANY: PHONE: FAX NUMBER: FROM: COMPANY: PHONE: FAX NUMBER: V ALCATEL 1000 Colt Road • Piano TX 75075-5813 • Tol: 972.519-3000 ,S47; . 7e, a V- v7 Perez Poier itewel. 1,64 orm 579- 7 Cigi DATE: PAGES INCLUDING COVER SHEET: fe atUt4 `; (744'y ladu 1. 972 519 7949 P.01/08 COMMENTS: rk. d&4 flr Acale, gtol'44, "rajec./ 77.4-kstr IA) A , The documents accompanying this telecopy transmission contain information from Alcatel USA, Inc. which is confidential and/or legally privileged. The information is intended only for the use of the individual or entity names on this transmission sheet. if you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action In reliance on the contents of this telecopied information is strictly prohibited and that the documents should be returned to Alcatel USA, Inc. immediately. In this regard, if you have received this telecopy in error, please notify us by telephone immediately so that we can arrange far the return of the original documents to us at no cost to you .. • • OCT-11-1999 12: 11 ALCATEL Carl AngwIn X 97393 Regarding the GNB 100A87 Battery: • Dimensions arc 38.00" x 8.59" x 26.38" • Total Cell Weight Is 704 pounds (unpacked weight) • Electrolyte TWA Weight is 125.2 pounds per cell. • Electrolyte Total Volume is 11.5 gallons Percent of Sulfuric Acid is 30.67% by volume. • Therefor: • Acid Weight is 38.40 pounds per cell • • Acid Volume is 3.53 gallons per cell One string of 24 cells yields a total electrolyte solution weight of (125.2 lbs.)(24 cells) = 3,004.8 pounds • (3,004,8 poundsX30.67%) = 921.57 pounds of Sulfuric Acid per string) • One string of 24 cells yields a total electrolyte solution volume of (11.5 gal)(24 cells) = 276 gallons • (276 gallonsX30.67%).• 84.65 gallons of Sulfuric per string) 6!i' e50e THE WORLD LEADER IN SEALED BATTERY POWER Proven field experience since 1983. The Absolyte HP represents the third generation of the Absolyte product line. Without an increase in size, it effr!r,e 15% more capacity than its predecessor, the Absolyte IT. Patented MIX positive grid alloy' pro- vides long -life. This proprietary alloy gives Absolyte UP superior cyclingperfor- inance and excellent float characteristics: 1200 cycles to 80% D.O.D. and a twenty year life in float service 25 (77 This alloy also has low gassing characteristics and is designed to allow or deep discharge recovery. Absorbed glass meat separators for effi- dent operation. The positive and negative plates are separated by a highly porous fiberglas mat which functions as the elec- trolyte retainer and provides the highest oxygen recombination efficiency. In addi- tion, the low resistance of the glass mat improves high rate discharge performance. Reduced Installation and maintenance time. The Absolyte UP ells are housed in protective, modular steel trays deigned for easy installation and balanced thermal management, Modules 'nay be stacked horizontally (preferred) or installed verti- cally (50A, 90A only). When stacked hori- zontally, the standard Absolyte IIF is quali- fied for use in U.B.C. Seisatic Zone N installations. With the sealed design, main - tenance is also kept to a minimum, No water addition:► or, scheduled equalization charges are required. Periodic visual inspections, voltage readings and connec- tion retorquing is all that is required. Highest reliability is neared by GNB's quality program, Cell covers are hermetically sealed using a special GNB double - sealing process. Poet seals are formed by fusing the lead bushing to the post with a robotic welder. Cells are checked by an automated, ultra - sensitive helium leak detection unit prior. to the controlled electrolyte "fill by weight" process. These steps virtually eliminate any potential for leaking dells. ASSEMBLY CONFIGURATIONS Horizontal Stack Assembly (Preferred) Depth is overall, including module cover assembly. Add 102nnan (4 ") for bottom I -beam mm, o•rts to determine total u nits of assembled horizontal stack. `l vqb :6 66-x -des 972 519 7949 P.03/08 Finally, all cells are capacity tested prior to ehl1 to verify attainment of specified ratings. APPLICATIONS The Absolyte ItP batteries are ideal fur numcr applications including: •Telecommunications • Uninterruptible Power Systems • Switehgear and Control • Railroad Signal and Communication • Photovoltaics 'Mar ine •Alternative Energy Systems ADDED FEATURES & BENEFITS -Dees not require a separate battery room 'Transparent, flame retardant module cover • Recombination efficiency greater than 99% • Freezing tolerant 'Deep discharge recovery *Accepts high rate charge *Meets U.B.C. Seismic Zone IV requirements *Simple cell replacement capability CELI. SPECIFICATIONS Container and Cover—Polypropylene is stands Flame retardant, UL94 V -0 /26% L.O.Y. is option, Separators --Spun glass, microporous matrix. Safety Vent- -400mb (6 psi) nominal, self - reseal (patented). Terminals -- Integral solid copper core. Positive Flatee– Patented MFX grid alloy.' Negative Plate —Lead calcium grid alloy. Life-20 years float 425•C (77•P). Self Disdtarge– O.5 to 1% per week maximum ®25•C (77 Float Voltage --2.23 to 2.27 VFC (2.25 recotnmen ed) 625 °C (77 °F). •.7.S. ?men & 101.730 Vertical Assembly, Side -by -side Height is overall, including module cover assembly. Add M 51aun (2 ") for bot- tom channel support to determine final height. NtlOS143MOd :4E OCT-11-1999 12:13 ALCATEL • • x WSOIIVTIE 111P Absolyte IIP Module Weights and Dimensions MODULE TYPE 6-50A07 6-50A11 6-50A15 IRM MO nai.gl Rt ilfh M PI% dt=i KO, WO a tr.-. I VOW 1110111EININEMBEI 6 316 11 152 Iasi • .I.M.Maiars1270.1.:ii.PAIVArlif.F.a21...?-r-',Z3BEniti: =MIMI' NEM 440 30.69 780 I 217 23.50 599 ma 216 502 228 win Mil, VI:. 711#2,12. :r4:161' MtA;;_itti.Z:3141. 8-90A11 6-90A15 Nfli SIEL=MLIMEL7_..11, an S.7 A AMgi TiLEMICSA garI MANS. Wi:::"-iatt 790 26.75 679 8.59 IralIMI 599 PP 189 NM 514 MEI riga L 1 _. " T 4 att ; ■ '2E1.1'210 Bra.162aiME-.4E1 10 W 51 tifialEli. Plant 3-90423 6 965 Ewa 794 8.59 218 IMI6 111001111:133 226 522 iini 601 Mil elliM ETD Ziatrin ""r %a. ligafatIVToW3FSZtattrIMAtra:Mr MEM 3-90A19 SiMr,S1 3-90A27 Ire.'inf :'''' 61.71triMrta fx=b7.22' Z 11111mirrui zrarandisznamangazisinvorsgmegrovas:vrtiantarmi imei 679 8.5 0 26.38 670 470 NM 491 11Pal 574 NM EMML 4 1/43= IMIV ■ + • ' rMilitriatina Crataini101700 i'" *al iiiingi rtoifi.: IFTIMIIIII 8.59 218 FM 670 589 I $13rziEtIA7607.1::I.Veint2MI:ACILIVA'16:..':"Ltr-rtNe77:1i-. 711M-,-MREMS • Mill NM liSIMM,M007..N ....*P.21'136771V.MIT ,Sq...AW _;-',4 01_17."'Ve7affr EMI 8,59 11F4111 NM 965 Mai MraVit31111!.!'..tifil ''.. i ariA'illeiiirs:f.77V.kr-' .00 111/1 1800 1943 506 ligailkil Nnti 218 Illigi 670 NMI 11111q IIIMI 11111=11111171111110,1 . JAZ= ETni 17_1•;V::1 ga.7):7ir 2 tin .137i J.1141_7Ili.ktli!: 2 .. mpg' :59 inturvi 670 515 111131 5 r . tiA :2 7. 1 1 283 EEMr:".4 tin , MA CI in; Ltirrit-largli Ealli3 ttrf: , .i*:.'27:4E:1•:Tegc":?.:11...._„_: . .U.r 1 " n 4 E151 11112 3600 3.50 OrM 8.59 870 ibni 276 N MI -Ant WW2 gr..n Ft..r.i ,.a:mig 1e.mtvaE,.',7•01 11162 4200 1.1011E7311 11:11 18 26.38 ICEM 704 wrimuriportiarzurvi mcl.mairizaTriin 8.59 218 3-100A19 3-1004 3 iliM OV 3-100A27 3.100A31 1-100 9 1-100451 1-100A99 VOLTS 12 6 6 6 6 6 2 NOM All CAP (8 HR) a MillIKEll MEI WM KM/DMA Ma EZIENW511 MEM 160 21.69 551 8.53 mum ESEiglan3 YMEOPERAI 1 .Z.. ' -dabiga.2 MEN ft LIGENg Mil M.151 MEM 265 900 1100 1300 2400 4600 STACKING DIMENSIONS LENGTH 30.69 21.69 39.69 40.25 24.50 42.50 1008 908 622 8.59 8.59 8.59 198 ECI:=111F3.1W.WAT_IgRagri'lti iw 1080 WIDTH IN MM 218 218 218 DEPTH OR HEIGHT' WM 1 5 1 NEM= itrEME9.4 GUI W.7.1V KE,02 rfini 23.56 26.38 26.38 26.38 599 670 670 670 UNPACKED WEIGHT 637 374 653 750 328 795 289 170 340 149 NMI DOMESTIC PACKED WEIGHT 668 408 366 829 303 185 162 489 674 436 920 187 264 222 306 350 396 40 M 417 *Lnclierlea 77 own (r) additional bar trladolo Cavrr Aasoribly NcrTE: ornmi and /a speorwAticw IMAM 10 ciwavre wletiatit nuke U ourellune artar, maim you/ local CND We, remsentative for darikaroon a6ed !AVS0:6 !LOU QLS 2/6 972 519 7949 P.04/08 PACK WEIGHT EXPORT ED HT !NVOSEIRMOd :Ae % by Weijht CAS Exposure Limits MATERIAL or Volume j U U EP. • OSHA ACO Lead 67 -77 74 39.924 .05mginir • .15 mg/m Electrolyte: % Vandlgs by Weight — Evaporation Rate (Bowl Acetone l) (Sulfuric Acid) 18 -23 7664 -93.9 1 mg/m 1 mg/m Case Material: Polypropylene 2 -5 9103.07-0 N/A N/A ,Separator 2 -3 N/A N/A N/A Copper <I 7110.50 -8 1 mg/fo N/A Tin <0.2 N/A 2 mg/m N/A Cadmium 0.2.0.3 74.10 -93 -9 0,05 mg/m 0.05 mg/m Antimon' 0.241.4 7440 -364 • 0.5 mg/m 0.5 m3yrn Materials tat norms! temperature) Etectrohle Apparance and Odor Electrolyte is a clear liquid with a sharp. err atia� tangent odor. Maldag Pout WA Boiling Point (at 760 M341 Ha) 203'F Specific Gravity (H20•1) 1.230.1.350 Vapor Pressure (mm Fig at 20'C) 10 Vapor Density (AIR•I) Greater than 1 Solubility in Water 100% % Vandlgs by Weight — Evaporation Rate (Bowl Acetone l) Ques ioas contenting MSDS Contact Emironenehtai Assurance De - • rlment Dar 612 -6111 Ric - a. Crowell Transportation Emergencies: IEMTREC 24 hours: . two - 424.9300 UCT - 11 - 1999 12:15 • • ALCATEL GNB BATTERY TECHNOLOGIES L Product Identification ChemicaUTrade Name f Wendt used on label): ABSOLYTE (IP/CHAi tON • ealed Lad Acid Batten Company Home ONO Battery Technologies Division or Department industrial Bateers' Co nv - Stataonary C ontact - IL Hazardous ingredients III. Physical Data 0/z oboe! :wen t:z se. t -des MATERIAL SAFETY DATA SHEET Chemical Family/Classification: Electric Storage 8acter_r Address: 829 Parkvien Boulevard Lombard. IL. 60148 -3249 To 972 519 7949 P.05 48 June 2S. 1994 :L0 // A/C 7. / A a2pmsda. 'INwnounA4n r • in Inhalation: Sulfuric Acid vapors or miss may cause severe respiratory irritation. Lead dust or fumes may cause irritation of upper respiratory tract or lun__ Skin Contact: Sulfuric Acid may cause sty re irritation, bums and ulceration. Lead Co • • cis are not absorbed throu It the skin. Skin Absorption: . ulfuric Acid is not readily absorbed through the skin. Lead Co teat are not absorbed th h the Fkin. .. rot _. e; a Omura: Sulfuric Acid vapors or mist can cause severe irritation. burns. cornea damaga and possible blindness. Lead Compounds may Ingestion: Sulfuric Acid may cause severe irritation of mouth. throat. esophagus and stomach. Lead Compounds may cause abdominal pain. nausea. vomicin diarrhea and 'ere cram • in . Acute itteition'should be treated by • vaician. ' inhalation: Sulfuric Acid - Remove to *tacit air immediately. tf broaching is difficult. give oxygen. Lead Compounds - Remove tom erpotura. aar!Ie. ttash_noe_e nand aatd�lt phv Wan. Skin: Sulfuric Acid - Rush with large amounts atwitter (or u bast IS minutes. remove any contaminated clothing and do not wear again until cleaned. If acid is splashed on shoes. renwve and discard Willey contain leather. Lead Compounds are not absorbed through the skin. Eyes: Sulfuric Acid • (lash immediately with cool water for at least IS minutes, then consult physician. . Lad Compounds . flush immediately with coot water for at least IS minutes, then consult pltysician. Ingestion: Sulfuric Acid - give large quantities *rimier. 11.0 NOT induce venriting. then consult physician. Lead Compounds - consult a physician. - OCT -11 -1999 12:15 ALCATEL • • .- IV. Health Hazard Information ROUTES AND METHODS OF ENTRY SIONS AND SYMPTOMS OF OVEREXPOSURE 972 519 7949 P.06r08 Acute Effects: Sulfuric Acid may cause severe skin irritation. burns. damage to cornea and possible blindness and upper respiratory irritation. Lead Compounds maw cause abdominal in, n ausea, headaches. vomiting. diarrhea. severe cram in and difficulty in Slim in Chronic Effects: Sulfuric Acid may lead to scarring ache cornea. inflammation of the nose.. throat and bronchial tuba and possible erosion or tooth enamel. Lead Compounds may cause anemia. damage to the kidneys and nervous system. May cause reproductive changes in both males and females. r Lead has been tasted for ability to cause cancer. The results showed that taut is insuicient evidence to show that lead can or cannot cause cancer. • !Vie & I.:I 6F - L • d8R POTENTIAL TO CAUSE CANCER EMERGENCY AND FIRST AID PROCEDURES flOI/ Om via (,fun.., . -..... . • I ea Flash Point: Flammable Limits: Not aopiteable: Lo r 4.l% (H.�drotten aril Upper 74.1% Extinguishing Media: ' CO;: foam: dry chemical. Special Fire Fighting Procedures: [(batteries OR charge.. turn off power.. Use positive pressure. self-contained breathing apparatus. Water applied to electrolyte generates tit nd causes It to splatter. Wear acid resistant clothier.. Unusual The and Explosion Hazard; Hydrogen and Oxygen gates its produced in the cells during warmal battery operation or when on charge (Hydrogen is rugnly flammable and Oxygen supports combustion). These uses enter the air through the war caps. To avoid risk office or explosion. keep sparks and other sources of ignition away from the batter Do not allow metallic material to simultaneously contact both the positive and negative terminal of batteries. Follow amuff ctturers' instructions for installation. Respiratory Protection: None are required under normal conditiotu if concentrations of sulfuric acid mist are known to exceed !EL use NIOSH or MS HA apprava resi�iraton protection Eyes and Face: Chemical splash)loggles or face shield. Hands. Arm, llody: Rubber or plastic acid resistant jyes with elbow length /taunter. Other Special Clothing and Equipment: Acid resistant apron. Under severe exposure or emergency condiuons. ,war acid resistant clothing and_boots. OCT - 11 - 1999 12:15 V. Fire and Explosion Data VI. Reactivity Data StabUi(v: • O = Unstable ■ - Stable Incompatibility (Material to Avoid): Combination of sulfuric Acid with combustibles. and organic materials agents. most metals. carbides. chlorates. nitrates. picrate. Lead Compound: Potassium. carbides. sulfides. peroxides. phosphorus Hazardous Decomposition Products: Sulfuric Acid: Hydrogen sulfur dioxide. sulfur trioxide and sulflUtic acid mist. VII: Control ' Manures 9/b •6ad r ALCATEL Engineering Controls: Store and handle lead acid batteries In well ventilated areas. Work Practices: :Vida :L es •deS may cause fire and explosion. Also avoid itrong reducing and sulfur. PERSONAL_ PROTECTIVE EQUIPMENT :L9LL 9L4 E46 972 519 7949 P.07/08 Conditions to Avoid: Sparks and other sources of ignition Prolonged over charge. Hazardous Polym 1. May Occur ■ = Witt Not Occur Make certain vent caps are on tightly. Place a minimum of two layers of cardboard between layers of batteries. Do not stack more than three layers high. Do not allow metallic materials to simultaneously contact both the positive and negative terminals of the batteries. Use a battery cattier to lift a battery or place hands at opposite canters to avoid spilling acid through the vents. Avoid contact with internal cotn • • -•• is of the batteries. !NVaSNaMOd :Ae REGULATORY 1NFORMATL: NFPA Hazard rating for Sulfuric Acid: Flammability (Rad) •' U Health (Blue) . No 3 • Reactivity (Yellow) - 2 US DOT identification and cfescripcion for batteries and acid is as (bllows: Batteries. wet. non - spillable. Electric Storage 5. UN 2800. PG III. Label: Corrosive • (Exceptions 173.139, paragraph (d). C.F.R. 49) For air shi • menu. reference ltaternatianal Air Tra •• • L. • n Association IATA refer to •• at • rovisions A48 and 67, Sulfuric Acid is water reactive if concentratod. Batteries ore reeultted under applicable US DOT. RCRA. CERCLA and EPCRA If you hate any questions. please contact the Environmental Assurance Department of GNB Battery Technologies at 6121661 • 5000 or Richard 13. Crowell at 612/651.3281. The International Agency for Research on Cancer (IARC) has classified'strotng inorganic add artist containing sulfuric add' as a Category 1 carcinogen a subs tancc that is cart ittogesic to humans. This classification dots not apply to liquid forms of sulfuric acid or sulfuric acid solutions contained within a battery. Inorganic acid mist (sulfuric acid snit) is not generated undo aorrnal use of this product. Misuse of the product. such as overcharging. may howevet result in the genesalkto of sulfuric acid mist. A battery is manufactured using lend. CAS No. 7439 - 92.1 and sulfuric acid. CAS No. 7664 -93.9 which are subject to the reporting requirements of EPCRA Section 313 (Al CFR 372).• OCT -11 -1999 12 :16 ALCATEL IX. Other VIII. Sate Handling Precautions I•iy'giene Practices: tVnsh hands thorouehly before eatine. drinkin or smokin alter handlin batteries. protective Measures to be taken during non- routine tasks including equipment maintenance: Not a • • l ivable, SPILL OR LEAK PROCEDURES ■••111.0. 972 519 ?949 P.08/08 Batteries: Send or.w;c.i.• nicasnata to be taken if material is released or spilled; Remote combustible materials and all sources of ignition. Stop flow of material and contain spill by diking with soda ash (sodium carbonate) or quick lime (calcium oxide). Carefully neutralize spill with soda ash. etc. Make certain ntiatuft is neutral then uuliroa residue and plate in a drum or other suitable canuainor with o label spteilling "contains hazardous waste' or (if uncertain call distributor regarding proper labeling procedures). dispose of as hazardous waste. if battery is leaking, place )usury in a heavy dur}• plastic bag, Wear acid resistant boots. faceshield. chen+ieai opire)t goggle. and acid resistant slaws. DO NOT RELEASE UTRALIZED ACID. Waste Disposal Methods: Sulfuric Acid: Neutralize as described above for a collect residue and place In .a cor vainer Iabeled as containing hazardous waste. Dispose of as a hazardous haste. If uncertain about labeling procedures, call your local batten' distributor'or contact listed at • in in DO NOT PLUSH LEAD CONTAMINATED ACID TO SEWER. _ to lead smelter (*Rowena applicable federal. state and local regulations. TOTAL P.08 0CT!-12-99 TUE 9:44 .1.. HARRIS.. 77v rget Snfli SI al reerr; 1+00%4r.SP11.0 ref licit: 702 259 157:1 • FM,. 7021 269 1274 rieldkm Companies. CC7 Greg Larson, Electrical Engineer HARPC ENGINEERS FAX TRANSMITTAL - PAGES ARE BEING TRANS/AMID (INCLUDING COVER SHUT) If you do not recelvo all of the pages, please colt us at 269-1575. Original will be mailed. Dote: FAX NO. 709 0046 P. 01 October 12, 1999 To: Patano Architects Attendant Chris Patano Project: Pac West Telecomm Project No: 99011.30 HARD COPY: y, WILL FOLLOW 0 WILL NOT FOLLOW uro foxing you the followinp Information: Le.ktqr r_e5M1SijilgAE3yilding_12ivision Review letter dated October 1, 1999. 2121.P Aelexn 773 q C3342- . - . RECEIVED orrV ORTuKwitA OCT 1 2 1999 PERmir CENTER OCT -12 -99 TUE 9:45 HAR s ENGINEERS HARRIS:., :0!'d.a fo'. J tune < rI, • i a I 1.01./ I. P.l !:tA ISi I Hy 701 201 It'I Tukwila Building Division 6300 Southcenter Blvd. Tukwila, Washington 98188 Attn: Bob Benediclo FAX NO 702 - 269 0046 October 12, 1999 Re: Pac West Telecomm, Inc. Application 4: D99.0332 Project No. 99011.30 This letter is in response to your Building Division Review letter dated October 1, 1999 regarding Pac West Telecomm. Attached please find the Washington State Non Residential Energy Code Compliance form. The Pac West project does not fall into any of the "USE" categories listed in Table 15 -1. Foot Note 1 for the table states that if the "Use" can not be determine from the table the value will be determined by the building official. The facility is a telephone utility company operation and is for the most part unmanned. Most of the rooms are on local switches with the lights turned off when not in use and have a limited number of night - lights that remain on. The other rooms (102, 103 and 104) have one motion sensor per row of telephone cabinets, to allow only the row with personnel working to be on; all other lights would be off. The functionality of the rooms is that they are unmanned and that the lights would be off. When new cabling is added, or changes are required the technician is located between 48V DC telephone cabinets and needs a high level of lighting as the wiring and terminations are considered by the IES lighting handbook as Category F visual tasks of low contrast or very small size. This would require 100- 200 foot candles of lighting. We are around 85 with designed drawings. It would be difficult to work on these systems with any less lighting available. The operation is 24 hours a day 7 days a week, and day lighting could not be of any benefit, as the windows have been walled over for security of the space. P. 02 ern' OFTu ,Lq OCT 1 219I Palmer cr nrcz; • Tukwila Building Division • Project No, 99011.30 October 12, 1999. Page two If you should have any additional questions or require more information, please feel free to call me at your earliest conyenience as this project and the schedule is crucial. FAX NO1 70 -169 0046 P. 03 007-12-99 TUE 9:45 Cc: Fielden Companies Attachments: As stated. 9919901119901130C.008 • project Info F'roject Address / at .` C ,v4 ti/a- .• . - 4C.iy Dale `o g ` 11 Far Building Qepartm / ant We I -- /4L__/ 0.2 WIft __ _ , - Aor leant Name: < r i i'4rJ Gi F.r 1 L ;P5 i- - $e./ti Applicant Address: 10 90 at Ew; .e Applicant Phore: �-L 0 2- r 7 ,,, O 5- . Bldg. (by facade) Location ii I A Description Allowed Watts per 1ta or pet It Area In tt (or It for perimeter) Arlc.ved Watts x tt2 (or x tt) _ Covered Peening 0.2 WIft __ _ , - Opon Parking outdoor Areas ..— 02 Witt - -�� 0.2 Witt . Bldg. (by facade) 0,25 Wift Bldg. (by pelirn) 7.5 Will �— OCT -12 -99 TUE 9:45 Lighting Summary LTG -SUM toe7 'Naah.r Iun Stale Nenreleentlal riralgy Coes Compliance F6rma [prcct Description F Option Alteration Exceptions (check epprop lato box) L. RIO (rtoerhva,x e nd H6o r c7.>4 .3 # I r Frai_r _ Vl 1 1 4J �t ,211 boa ( ___15.4 �c! Ga C4' r rQI Location 1997 Washin ton State Nonresidential E= nergy Cede Comcllance Form HARR: ' ENGINEERS Fixture Description �r✓T' Fixture Description FAX NO 702 ' 0046 New Building Q Acdiffon , Alteration [i Prescriptive 4IJghling Power Allowance 0 Systems Analysis (See Qual'ifcation Checklist (over). indicate Prescriptive & LPA spaces clearly on plans.) Q No changes are being made to the lighting (] Less than 60% of the fixtures are new, and installed lighting wattage Is not being ir.cren9ed Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts Orly, the MVlaxirittttfl Allowed Lighting Wattage (Interi default table in the NREC Technical Peforoncc Manual max also be used. Location . Allowed (floor /room no.) Occupancy Description Watts per it " From Table 16-1 (aver) - document of exceptions taken from footnotes Proposed Li htin Wa ts.age (Interior) (May not exceed Total Allowed Watts for Interior) Location c � G F. 'P A/ Ur4�l It i i t! / 3•w S v r' a. v Note: for builoing exterior, choose either the facade area or the perimeter method, but no both) Number of Fixtures Total Proposed Watts may not exceed Total Allowed Watts for Exterior /56` 7 3 3 Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Area in fie Total Allowed Watts Watts/ Fixture y 3 G 3 Number of Wails/ Fixtures Facture Total Proposed Wally P. 04 First Ewan? - Jure t708 All :t%Ed x Arta Watts Proposed cf 4r 3 IA Total Proposed Warta may not exceed Total Allowed Walls for Intencr Total Proposed Watts / (2 Pro Proposed Lighting Wattage (Exterior) Use mfgr'isted maximum input wattage. For fixtures with hard -wired beams only, the p g g ( ) default table in the NR EC Technical Reference Manual may also be used. Total Allowed Watts[ Al jf , Wads Proposed Lighting Permit Plans Checklist LTG -CHK 1967 Waif Ztate Nonreee?MIlel 6rvur Coda campeenee • me Pit t dCon • Julie 19ee Project Addrar:s ` The following Intotmalion is 15 :4 Washington Stale Nonresidential . . • ate -- - ~~ - 9 ru l!u lding Deprrmenf' Notes necessary to chocI a lighting permit application for compliance with the lighting requirements Energy Coda, in the Location on Plans A}ipficability (circle) Code Section .._ -� Component Information Required LIGHTING CONTROLS Section 1513 ' S7 a.... Local control/access Schedule with type, indicate locations . t r• I so ' 1513.2 Area controls Maximum limit par switch — y m b. a. 1513.3 Daylight zone control vorJcal •faun• Schedule with type and teaturas, indicate locations Indicate vertical giazin. on plans _ yt a sere • ovorhead glazing indicate ovefiaed •lazing on plans . yule 04 a. . 1513.4 Di ,play /exhib/special Indicate separate controls • — 1513.5 Exterior or shut-cif Sdulith and indicate location Schedule with type a t oatun s, `-- - - -_ pet s. M. K. r (a) timer w /backup Indicate location _ ^- rad 700 74.4. (b) photocell. Indicate location — 1513.6 uto ( Inter a) occu, ap. shut -oft sensors (b) auto, switches nate catton Sche Io with type and IoeaLOn! " M /02 / Schedule with • e and features (back-up, override capability); - y�. ao a. a. 1513.6.1 yaa no 4. a. 1513.6,2 Indicate size of zone on plans LIGHTING WATTAGE Sections 1520 - 22 or 1530 - 32 2.44 no Lighting Sum. Form Completed and attached, Schedule with fixture pets, ELECTRIC lamps, ballasts watts per future f MOTORS (Sect on 1511 T • • y.■ se 4.4. Elea motor efficiency 11ECH -MOT or Equipment Schedule with hp, rpm, efficiency OCT -12 -99 TUE 9:46 HARP' ENGINEERS FAX NO, 702-?69 0046 1997 Wa r :gtan Nate NCnrASloenuat CI wry Jwv vvuINU(. s rut In P. 05 It "no" ie circled for any question, provide explanation: •1. I - • -• • ■ • , ULI-11-199 12:11 ALCATEL FAX COVER SHEET FAXCV.DOC 8/17198 y ALCATEL 1000 colt Road • Plano LX 75075 • Tol: 972.519-3000 TO: COMPANY: PHONE: FAX NUMBER: FROM: COMPANY: PHONE: FAX NUMBER: DATE: PAGES INCLUDING COVER SHEET: COMMENTS: ?rn. s_ec h 4 s, 74..k..„-144, leTherib 4ff Gedeil gorz (la) OS47; (ipti V8-'7 Pereg Avgfer r=172 579- 7C 2 he -G4/ eiry •• • • - • •- .•-•-^, •,_ ./ y, _.••■ 972 519 7949 P.01/08 Pahx0 Pd/ad E?44h (Tx>) Z17 -0703 (2o4)2/7-055 The documents accompanying this telecopy transmission contain information from Alcatel USA, Inc. which is confidential and/or legally privileged. The information is intended only for the use of the individual or entity names on this transmission sheet. if you are not the Intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action In reliance on the contents of this telecopled information Is strictly prohibited and that the documents should be returned to Alcatel USA, Inc. Immediately. In this regard, if you have received this telecopy in error, please notify us by telephone immediately so that we can arrange for the return of the original documents to us at no cost to you ent by: COMPANIES Planning . Architecture • Urban Design Attention: Chris Patano Company: Paton° Architects Fax Number: (206) 217 -0599 From: H. Rene' Galaviz Number of pages, Including this sheet: 9 CC: Ernest H. (209 926 -3236, 702 435 8478; 10/11/99 3:31PM;, #470;Page 1 FAX COVER SHEET C Date: 1/1999 Project: 429PacWest Original(s) will be: J Mailed Q Delivered Q Will not follow 4 .44 4 ii 4444444444 *44 44. Massage: Chris, these are the photos to the California site. I hope they come out clear enough to demonstrate the use of our facility. I didn't send my meno, so find that within this fax, CORRECTION LTR #� i CE'►ins\rafi \fax.dac CITY OF TUKWILA OCT 1 2 1999 STATEMENT OF CONFIDENTIALITY PERMIT CENTER This facsimile contains confidential Information Intended only for the person(s) named above, Any use, distribution, copying or disclosures by any other person is strictly prohibited. If you have received this facsimile In error, please notify us Imrner4igtely by telephone (collect), and return the original transmission to us by mail without making a copy. NO'E: If any of the fax copies are illegible, or you do not rCoeive the some number of pages as stated above, please contact us at the number below. 2480 East Tompkins, Suite 103, Las Vegas, Nevada 89121 (702) 435-RAFI (7234) Web: www.fielden.com FAX (702) 435 -6478 E -Mai); tielden@vegos.infi,net D°4`i -o33> October 6, 1999 Christopher Patano 1080 West Ewing, #205 Seattle, WA 98119 Dear Mr. Patano: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0332 G� City of Tukwila 6200 Southcenter Boulevard • Tukwila Washington 98188 . John W Rants, Mayor RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0332 Pacwest Telecom 12301 Tukwila International BI This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. dar Phone: (206) 433.1800 • City Hall Fax: (206) 433 -1833 OCT -11 -1999 13:5E1 RLCA1EL FAX COVER SHEET TO: COMPANY: PHONE: FAX NUMBER: FROM: COMPANY: PHONE: FAX NUMBER: A L C A T E L 1000 Colt Road • Plano TX 75075 -5813 • TO 972 -519 -3000 R ., p.7 7239 (7oz (63f-. G v78 � ✓ &r matid (c'7') CPI - 798'2 DATE: /o /i /f 99 PAGES INCLUDING COVER SHEET: 5 COMMENTS: Sur►% /a . Pante 71knun 74(- • FAXCV,DOC 9/17/98 'd'r2 1- �.� h /Tio — t - i-rckkch. 044) 217- p 70 (206)217 -O$ The documents accompanying this telecopy transmission contain Information from Alcatel USA, Inc. which is confidential and/or legally privileged. The information is intended only for the use of the Individual or entity names on this transmission sheet, If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of an action in reliance on the contents of this talecopied information is strictly prohibited and that the documents should be returned to Alcatel USA, Inc. immediately. In this regard, If you have received this telecopy in error, please notify us by telephone Immediately so that we can arrange for the return of the original documents to us at no cost to you October 6, 1999 Christopher Patano 1080 West Ewing, #205 Seattle, WA 98119 Dear Mr. Patano: Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0332 C City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0332 Pacwest Telecom 12301 Tukwila International BI John W Rants, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit two (2) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 - 3672. Phone: (206) 433-1800 • City Hall Fax: (206) 433 -1833 r • Page 1 BUILDING DIVISION REVIEW Date: October 1, 1999 Project Name: Pac West Telecomm, Inc. Application #: D99 -0332 Plan Reviewer: Bob Benedicto Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 Provide manufacturers specifications and a summary of the number of lead -acid • batteries to be installed in the "Battery Room" #107. This information is needed o establish the liquid capacity of all batteries to be installed in this room. . The proposed means of egress for the "Break Room" does not comply with the requirements of UBC 1004.2.2. Please review space plan and provide a means of egress that will not require egress through the storage room. Various spaces on this floor are labeled as unoccupied spaces. However, a ramp has been provided to access one of the raised floor areas while other spaces do not have this provision. Provide barrier free accessibility for all areas of this floor or provide additional information to qualify the "unoccupied" spaces in accordance with the exception to UBC .1103.1.1. Note: Documentation regarding the proposed use of this space should include_ a. narrative, which 7 describes the operation of this business and the number of persons employed. 4. Provide additional information, which will describe the equipment fixtures to be installed. Indicate specific anchorage or bracing where required by code. i /6 Show compliance with the • Washington State Nonresidential Energy Code. Specifically, show compliance with the lighting and control requirements. Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: Summary of Revision: Received By: Revision No. Date Received I Staff I Initials Staff Initials Date Issued Staff Initials 1 I I I I Summary of Revision: Received By: Revision No. Date Received I Staff I Initials Staff Initials Date Issued Staff Initials 7 I I Received By: Summary of Revision: Received By: Revision No. Date Received I Staff I Initials Date ! Staff Issued Initials I Summary of Revision: Received By: PROJECT NAME: PER ' NO:. 1)9 Site Address: 1,30 I Tv twits, ZvM. Wye". Original Issue Date: -!L Revision No. Date Received REVISION LOG Staff Initials Date Issued k kR I 0- 11-CO Summary of Revision: C. v�t�4. in door P.ltt$r e..I room 411 109 By: y k&149,e4Es � C'a9r R S 0 Received B (please print) (please print) (please print) (please print) (please print) Staff Initials ACTIVITY NUMBER: D99-0332 • DATE: 12-16-99 ' PROJECT NAME: PAC WEST TELECOM Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: *ding DioJA Public Works ri Complete E Comments: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved WRROUTE.DOC 5/99 F6MIT COORD COPY PLAN REVIEW/ROUTING SLIP Approved with Conditions Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Planning Division Permit Coordinator DUE DATE: 12-21-1999 Not Applicable E TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 1-18-2000 Approved with Conditions n Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE REVIEWER'S INITIALS: Not Approved (attach comments) LI ri ...••••■• REVIEWER'S INITIALS: DATE: DATE: r 1 ;' r •' : E:i; " %r� {t;:� t ! Y Y p,,.... :.7 t .^ny �aq:N:J;7.C:ii. };Ct .M1r. ^ :�. •.,iir.a .'�,. �.1.' .R r [i- .i. ?;, ,: .: i .�.�, i � ,, ..� ^�: +r. DEPARTMENTS: Building Division •z.x lo-441 Public Wnrk \PRROU7E.DOC 5/99 Pe,rm•rt 6230y-d. Co PLAN REVIEW /ROUTIN ACTIVITY NUMBER: D99 -0332 DATE: 10 -12 -99 PROJECT NAME: PACWEST TELECOM Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # _ After Permit Is Issued q( (1/0-1(i17 Fire Prevention Ki itoc, -1 4,1 -41 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete \ Incomplete n Planning D vision K. 1461. '7 -(G-41 Permit Coordinator (J�l DUE DATE: 10 -14 -99 Not Applicable Li Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11-11 -99 Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Li Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Complete Comments: Approved ACTIVITY NUMBER D99 -0332 DATE 9 -14 -99 PROJECT NAME PACWEST TELECOM _ Original Plan Submittal Response to Incomplete Letter# Response to Correction Letter# Revision # After Permit Is Issued DEPARTMENTS: B�} ilding Division r llb , - S • - ? P SAP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE 9 -16 -99 TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) n REVIEWER'S INITIALS: Coowt...Copt PL REVIEW/ROUTING SLIP CORRECTION DETERMINATION: Approved V'RROU f E.DOC 5/99 Incomplete Approved with Conditions Not Approved (attach c 11-v wada /D- 6- y9 Approved with Conditions Fire Prevention C ?111) � -q9 Structural ,a »kn•ro•. ni 1'� Planning Division 1'f Permit Coordinator Not Applicable n No further Review Required DUE DATE 10 -12-99 ents) bag DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: • uu td !, ' � ' 'f 1 y ' y ? !CLy I � ' ! iF d 4 }7 "I' r �ha I ea; r i G ilcw ' i r t� �i k I 1 f, v. 1..�. ��iYi1�dk I i Gb r �/ .� V diY lq'lJGfi7MiIGME4tA1BW '�1 �, 'tl rc� � +'[ ;��. .r £t�{ S $ � r } ' Y�yi�E i��NE � r; ni9 l e WFli r-a �7+.hYw r. , +4., .Hy l, .u...J:,�:.. .1lh Gr. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 r IL • ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # after Permit is Issued Project Name: 1T1,f CO-1 Project Address: \Z 3 ( 11)W 041- [1\41, LTO • ' fi1.W I I WA- 1 &I Contact Person: G{,Mt* f Df r'o Phone Number: C.M I Ni -- 0 to m.64441/0 , 1' F0 A �;�, A'D o t `�L 61'`r 1l.C~ l /A- :2V ls v4 f ` j 1 I ni r9r- O1144irkr&j T ( it1 tJ v l 0 t tr l- Summary of Revision: Department of Community Development Steve Lancaster, Director City of Tukwila Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: —Entered in Sierra on 1,71--/6- c/a( Plan Check/Permit Number: 1) " ('9 ) 772- 1! CITY OF T JKWII.P DEC 1 1 19a9 r'CKMI I CEN rER John W. Rants, Mayor 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 pS, ) -•-� _':,�5" (�3' • _r .: �},a�[1� "a,��= �,Si'�a;S:�e•.. �;= :t,.:';I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ( 4 l Plan Check/Permit Number: 0 00570 Response to Incomplete Letter # Response to Correction Letter # I El Revision # Project Name: P&Lw.it 'relearn 'r�lk.1��N i Project Address: COS inhismi Phone Number: ' b In. OAS Contact Person: City of Tukwila Department of Community Development after Permit is Issued Summary of Revision: r PN 4 0144 Y 1N trc5 j > D . Le a tom Sheet Number(s): kb, ` i A AT . A1.0 1 "Cloud" or highlight all areas of revision including date of revision Receive at the City of Tukwila Permit Center by: il Entered in Sierra on t haigq CORRECTION RECEIVED CITY OF TUKWILA O C T 1 2 1999 John v Kan(s, , !layor Steve Lancaster, Director 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 Dear Sir: Yours truly, City of Tukwila Fire Department Fire Department Review Control #D99 -0332 (revision) (511) Re: Pac West Telecom - 12301 Tukwila Intl. Blvd. The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The battery room shall comply with the requirements of Uniform Fire Code article 64. (copy attached) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. The Tukwila Fire Prevention Bureau cc: TFD file ncd October 14, 1999 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 r Dear Sir: Fire Department Review Control #D99 -0332 (512) City of Tukwila Re: Pacwest Telecom - 12301 Tukwila Intl. Blvd. Fire Department Thomas P. Keefe, Fine Chief September 21, 1999 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. 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 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Internally illuminated exit signs shall have both John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206)5754404 • Fax (206) 5754439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 2 bulbs working at all times. (UBC 1003.2.8.4) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 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 #1742) (UFC 1001.3) 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 John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 4439 City of Tukwila Fire Department Page number 3 Ordinance #1742) Yours truly, 5 sip The Tukwila Fire Prevention Bureau cc: TFD file ncd Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) John W. Rants, Mayor Thomas P. Keefe, Fire Chief 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .575-4439 A F1 i25- Q5.1.4)IXI (1119 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01.• SABBYC1033XM12 /31/1999 EFFECTIVE DATE.• 05/14/1997 SABEY CONSTRUCTION INC 101 ELLIOTT AVE W STE 330 SEATTLE WA 98119 Dilach And Display Certificate [ REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01: SABEYCI033KM 12/31/1999 EFFECTIVE DATE .05/14/1997 SABEY CONSTRUCTION INC- - 101 ELLIOTT AVE W_ST$•330. SEATTLE WA 98119. • l Signature 1 ssued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold Pac West D_ecomm, Inc. Ten ant = mprovement 12301 Pacific Highway South Gty of Tukwila, Washington Drawh Sept o 1999 12 13 18 1 COPYRIGHT PATANO ARCHITECTS, P.A. ai :Lc M abn « 4v nol ary MqY w«k !rata alCF1r' o n , Pa N unbMUl aM s�Clact b «THIN VreexWen. hoc. Set # CITY OF�TU SEP L' 1999 PERMIT CENTER m Point 'C E) Mechanics + + + + ++ + + + + + ++ + + +IrI - + +r +-- + +n- + +- + + +F+ + +F+ +FI- + +I+ ++ + +I1- -1- +I+ +1-- + +I+ ++ ++I+++F+++F+++F+++- + +F+ + +FF +1+ + +I+++ +I+ + +H- L +1+ + +F+ ++ + + +I++ +I+- +I+ + +F+ + +. + 1-F-h+1+- +FF ++I+ -+-F + + + + ++ + + +H- + +1+- +I+ + +I+ ++ + + + +r++ k + +1F+ +1+- +Fh +I+ ++ ++ +1++ I+ + +F+ + +1+- +I+ + +I+ ++ +F ++ +I++ H-+ + 4 +4--- F°+ + +4- ++ + LL + + +t + + ++ + ++ + + + + + + + + + + }� + _ te a ±-1-=+++ (E) 30' -0' - ` � - TT'Ti ITT +TTTI,tt *Ttt 1- _ T " 1 TTTT 1 T _T T +1 Ft '- Tt 11Ttt 1 11 +T + 1T'TTITI I'TTTT +tttTT ttttt 1-11 +1T ++ 1, TTTT TTT `TTT tT Tt T tT TTt T 1 1 ++ +- 1 1 TT TUBTi) -i I➢ ll1L11_ILLJII T 1 }{.-I{I TTT TI TTTTTT- I ttTttt - ttTTT 1 - ++ TTTTTTTTT'TTTT Tttg lwTT -t " 11 TTT--, I= TT . i20 T-T-TI - T 11 ++ ■ X11 TTTTTTTT TTTtttttl 1 +I�+II u,,,, u111t ull II II 1 nil ; 51111 dii it lilt T 11 11 IITT TTTTTTTTTTTTITtTtttttl t D -`u- 1 ++ T T T TTTTTT T T TTTTTTTt TITtTT 17 17777 _ . - - _1 � Y ;-t' YY'rTYY 11 -+ -t r77" -( )f 777 +'YYT - r' - 1 - YtYYYYY l -t f Y - ; 7171?? 1- 1 - 1 - Y YYY T 1 + rt r - r1YT_ 1,11 -+1-.t 1 ' TTT TT�j + t 111 T T ll� TTTTTTTt TTT TTTTTt 1 I' IT T T T T i t t t t T t t t t t T t • ,TTTT TTTT t - tt 11 TTTTTTTTTT 11 1 L T111 -- HH 11 TT TT TT +tttttttttttttl - 11 1 Tiiiiiiiiiiii iii ii MINIMUM i n t --tt111 - 1 - t - 't iiiiiiiiiiiiiii it T 1 1 1 1 1 1 1 T T T T' T+ 111111111111 TT+ T T iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil- T T T T TT T T Ft 1 T.7T 111 1Ttt7 T T t 1- t T T T T T T C = �L.. _ r m (E) 31'L6 3/4 TTTT - LL Zt .T I -1 - I - 111 - - 1 1 1 1 1 1 1 1 1 1 1 1 � i l 1TF-I i-ii - lri 1$1 1 i 1 Tµ ErtTFT+TIT TTT - ± T TrrTTFF+ IT +Tart TIT Tf t TIT�'T TTT H + Ert TIT - TFF ,Eft TIT ±�T T i - -T T Irt TITTTFV*T ±' IT T T l Irt TITt TEFt1IT T �TT FfITI++ 1Tt TITt TIT TFTt TEf IT ThH - ru Eft TIT ±TEf TIrt TTT± . 0 u idirgExflng / Code Moo Nan SCALE: 3/32 " =1' -0" Applicable Codes 1997 Uniform Building Code 1997 Uniform Plumbing Code 1997 Uniform' Mechan cal Code 1996 Uniform Electrical Code 1997 Uniform Fire Code ccu.anc Classifications Table 3A Occupancy Type Group Occ. Description Description B Switching Station Electronic Data Processing H7 Battery Room Gel Battery System Occupancy Separation, Table 3B Separation Between B & H7 - One Hour Allowable Area Increase, Section 504/505 Side of Distance Building to Public Way /Yard North 100' -0" East 101' -0" west se' -o" Separation on 3 Sides Allowable Increase. 20 x 2.5% = 50% Increase Allowable Areo and Area Increase Summary - Section 505 Automatic (Sprinkler) System Yes, and Fire Suppression System by Owner (FM -200) The entire building shall have a fully automatic, wet & cry pipe fire protection system in accordance with the requirements of UBC Chapter 9, section 904. System shall be design- ed and submitted to the fire marshal for approval prior to installation. Fire Alarm System Yes, Provide By Owner Building shall have fire alarm system in accordance with U.B.C. 303.9. System shall be designed and submitted to the fire marshal for approval prior to installation Occupancy Group H7 (E) 3t' c (E) 30' o" Basic Allowed UL UL Multi % Increase % Increase Allowable Actual Story for Location For Fire Area Areo Sprinklers 50% 0% UL 36,000 18,047 H7 hr.NR (Exist) Occupancy Requirement Group Not Perm tied Less Than 5 ft Protected Less Than 20' -0' (E) Exterior Bearing Walls (E) Interior Bearing Walls (N) Interior Non -Bearing Walls (E) Structural Frame (E) Permanent Partitions (E) Floors (E) Gel ;ng ssH Shaft Enclosures E, Stairwa Construction (E) 219' -10" Wall Ratings for Bearing and Non Bearing Exterior 'Walls, Table 5A Occupancy Exterior Exterior Group Wall Wall Openings (Bearing) (Non- Bearing) NR NR P 2 0 less (Existing)' (Existing) Than 2 -0" 1 hr. NR (Existing) Actual Dist. to P.L Greater Than NR NR NR NR NR NR NR 1HR 1HR Protected less Than 20' -0" Protection of Openings in Exterior Walls, Table 5A H7 Not Permitted Greater than 20' -0" Height Restrictions Table 5B 4 Stories Max. Occupancy Height Actual Group Allowed Stories / Height B 4 Stories / UL feet 1 Story / 13' 0" =/- H7 4 Stories / UL Feet 1 Story / 13 - 0" +/- Specific Requirements - Construction Type, Chapter 6 Group Construction Type Materials B, H7 Type II Sprnked Structural Framework Shall be of Structural Steel, Iron, Concrete (In Lieu of 1 -hr or Masonry (Existing) construction) Fire Resistive Requirements, Table 6 Construction Type Requirements UL Assembly Exit Width - Section 1003.2.3 (Total Occupant Load x Occupant Load Factor) Description Exit 1 Exit 2 Occupant Load Occ panty Desc ption Exit Width Required 7x.2= 1:4" 7x.2= 1.4" Arrangement of Exits - Section 1004 Dia Distances for d Rooms R Two or More Exits. Diagonal Distance 40' -4" Point A to Point B 160' -0" Point C to Point D 84' -4" Corridor Room #100 Storage Room Room #101 Collocate Room #102 Collocate Room #103 Collocate Room #104 Transmission & Switch Room #105 Storage Rom #106 Battery Room Rom #107 Electrical Rom #108 Break aom Room. #109 Storage Rom Room #110 / Exit Width Reauired Exit Width Provided. 72" 36" Distances of One -Half of Diagonal. 1/2 Diagonal Distance 20 " -2" Travel Distance Section 1004.2.5.2.2 Maximum Exit Path Allowed: 250' -0" Point A to B = 160' -0" < 250' -0" Max. Allowable Exit Path Distance Point C to D = 84' -4" < 100" Max. Allowable Exit Path Distance and Exiting, Chapter 10, Table 10A SF /Occupant Occupants Min. 2 Required Number Load Factor Exits Req. Number of Exits When 0.L. of Exits 1121 s.f. /100 11 50 634 s.f. /300 1438 s.f. /300 (5) 30 1714 s.f. /300 (6) 30 2717 s.f. /300 (9) 30 4194 s.f. /300 (14) 30 162 s.f. /100 (2) 30 i 664 s.f. /300 (2) 30 2 2 150 sf. /300 (1) 30 1 1 283 s.f. /100 3 30 1 1 :677 s.f. /300 (6) 30 1 1 Totals 14,754 net s.f. 14 Occupants Re / Provided Number of Exits. Based an O.L. Re / Provided Number of Ezits. Based on Actual Max. Exit Distances Note: Occupant Loads in Parentheses (2) Indicate Non- Accummulat've Occupant Loads. 12 2 13 13 14 Location Map Not To Scale Appendix Chapter 29'. Number. of Plumbing Fixtures Required: Group B 15 1404 S.F. / 200'= 7.02 Occupants 1 Unisex Restroom Required (See Table A -29 -A, Note: 3) (Warehouse) 13,350 / 5,000 = 2.67 Occupants (E) 2 Male Water Closet Provided 1 Unisex Restroom Required. (E) 1 Male Urnial Provided (See Table A -29 -A, Note: 3) (E) 3 Female Water Closet Provided (E) 2 Lavatory Provided ® Each Restroom Restroom Specific Requirements Section 707.2 - Insulotion and Covering on Pipe and Tubing Shall hale a Flame Spread Rating Not to Exceed 25 and a Smoke Density not to Exceed 450 when Tested in Accordance with UBC Standard 8 -1. Section 707.3 - Insulation Materials, Including Facings, Such as Vapor Installed Within Roof Ceiling Assemblies and Walls Shall Shall have a Flame Spread Rating not to Exceed 25 and a Smoke Density not to Exceed 450 When Tested in Section 804 Interior Finishes Shall be Maximum Flame Spread Class III for B Occupancies' Rooms or Areas and Class II in Exit Ways. Section 807.1.1 - Toilet Room Floors Shall Have a Smooth, Hard, Non - Absorbent Surface Which Extends Upward onto Walls at Least 5 ". Section 807.1.2 - To'let Room Walls Within 2 Feet of the Front and Sides of Urinals and Water Closets Shall Have a Smooth Hard Non- Section 1003 3 15 - Toilet .D ors Shall Swing To The Fully Open position When An °O wing Force Not to Exceed 30 Pounds is Applied to the Latch Side. 15 Projects Coll llsM tarts: eam: Chris Pata o, Pr al- Seattle, Wash. Sherri Payne, AOA, Prim' al-Las Vegas, Nev. 2480 East Tompkins, Suite 103 Las Vegas, Nevada, 89121 (702) 435 -7234 Fax (702) 435 -6478 H. Rene' Galaviz, Project Manager Raymond De Filippis, intern Architect Cory Newkirk, intern Brain J. Miller, intern Mechanical, Plumbing, & Electrical Engineering: Harris Consulting Engineers 731 P106 Road, Suite O_ Las Vegas, NV 89119 (702) 269 -1575 (Phone) (702) 269 -1574 (Fax.) Lost of C rawNs Cover Sheet A0.01 Drawing Index / Building Code Analysis / Locator Map A0.02 Construction Sequence Plan / General Notos Architectural A1.01 Site Plan / Details A2.01 Floor Plan / Wall Types / Door Schedules & Detail 03.01 Reflected Ceiling Plan & Details 63.02 Cable Rack Layout Plan and Details A4.01 Mechanical Equipment Layout Plan and Details A5.01 Sections and Column Details A5.02 Interior Elevations, Casework, Details and Room Finish Schedule. Structural N/ A Mechanical M0.01 60.02 M2.01 62.02 HVAC Legend and Schedules Schedules and Diagrams HVAC Plan HVAC Roof Plan Plumbin P2.01 Plumbing Plan Electrical E0,01 Electrical Legend and Light Fixture Schedule E1.01 Electrical Site Plan E2.01 Lighting Plan E3.01 Partial Power' Plan E3.02 Partial Power /Doty Plan E3.03 Roof Plan E4.01 Special Systems E4,02 Auxiliary FM 200 Plan E4.03 Auxiliary FM 200 Plan E5.01 Single Line Diagram E6.01 Panelboard Schedule E7.01 Electrical Details .understand that the Plan Check epprova IS are :t;blect to errors and a1m55ionS and approval of titans does not at:Mo to Me violation of any uncut, code rr ardmanc Re N con actor sc Yof & rrved F1 awioiped �ir c By Date SEPARASEP - RM1T REQUIRED FOR. LI EL ECT'..CAL ❑FLUMBIOG ❑GO 5161110 CITY OP TtiKWILX BUILDING DIVISION L Hanna N FILE COPY 'eV ;S1 ®r.3 u(9 40 TL)9qO 18 DEC I PERMIT CEN1E COPYRIGHT PATANO ARCHITECTS, P.A. M rtl. uct' a w�.0 n a a a. er lnr .o� a n d wa 1 NM.IIIIE PA r m... m .m«e m a6atna proem... w 0 = > Urban . PROJECT NO. 429PW DESIGNED BY RC DRAWN BY PDF DATE 9/1/99 CHECKED BY CP /SP REVISION SHEET ND. 6 A0.01 Notes to Genera° Contractor 1. The drawings are prepared to show the Architect's intent in the Design and Construction for .s project. In all matters related to the use or interpretation of these various drawings. the Architects / Owners Representotive's written statement shall be considered final. 2. All constructions materials shall be equal to or exceed minimum requirements of the cdrrent editions of the uniform building code , and all requirements of the mrious governing agencies. 3. All work is to be complete, operable and accomplished in a neot and workman like manner in accordance with the best practices of the various trades and to the satisfaction of the Architect arni/cr Owners Representative. 4. 'Verify ail dimensions and site conditions before starting work. The Architect shall be Notified of any discrepancies. Construct°on Sequence Notes The schedule was developed for the convience of the general conctractor, in order to cornplete the project with-in the compressed timeline. These are recommendations, the general contractor is still responsible for the means and methods. The general contractor will still be held responsible to complete th no' ' c orderly matter and on time. 2. Install and prepare Gypsum board for painting per room finish schedule on sheet A5.02. follow with installation of suspended acoustical ceiling system and lighting. 3. Prepare and finish existing concrete slob for floor finish and allow to cure pre-manufacture's recommendations 4. Install racking per sheet A3.02 ( Coordinate with Al Ctel drawings), follow with computer floor system (coordinate with sheets A2.01 provided and installed by owner.) 5. Paint all expose surfaces, before Corr electric, Al Ctel equipment, Mechanical equipment, doors ond handrail installation. 6. Provide and install all additional equipment and finishes not mentioned above. Constructbn Sequence Ow/Genera° notes SCALE 1/8" - 1-0" 6 5. Should a discrepancy appear on the drawings, or in work done by others that affect the work, notify the General Contractor and the Architect at once for instruction. If the Contractor proceeds with the work affected without written instruction from the Architect, the Contractor shall be responsible for any work resulting in damage or defect. 6. No portion of the work requiring a shop drawing of sample submission shall be commenced until the submission has been approved by the Architect. All such portions of the work shall be in accordance with approved shop drawings and samples. 7. All patching, repairing and replacing of materials and surfaces cut or damaged in exception of work shall oe repaired with applicable materials so that surfaces replaced will upon completion, match adjacent surfaces. 8. Maintain the job site in a cleon and orderly condition, free of debris and litter. Each subcontractor immediately upon completion of each phase of his work shall remove all Area The general contactor is to verify that all work has been completed by the shell contractor, before commencing work under this permit. If any work has not be completed by the snell contractor, the general contractor shall notify the project architect at once (Patano Architect, PLLC) of any discrep cies of wo done thers; that affect the work under this permit, for instructions. 1. Install etc.. I' v ' erinTt ' g i lia P tirl ' O e f = sheet A5.°2 3. Prepare and finish existing concrete slab for floor finish and allow to cure pre-manufacture's recommendations 4. Install racking per sheet A3.02, follow with computer floor system (provided and instrolled by owner) with sheet A2.01. Starting at finished face of south wall. 5. Paint all r iose surfaces, before Carr electric, Mechanical equipment, doors, and handrail install- 6. Provide and install all additional equipment and finishes not mentioned above. 9. General Contractor shall apply for and obtoin at the Contractor's sole expense, all necessary construction permits required by ail applicable building codes and regulatory city and county agencies. 10. Install all manufactured items, materials and equipment in strict accordance with the manufacturer's recommended specifications, unless otherwise specifically noted and approved by the Architect. 11. Use only new materials of grades and types specified unless noted otherwise. Guarantee all all work and materials for a minimum of one (1) year. 12. Schedule the work in a manner which minimizes disruption to the owner's operation. 13. Architect and/or Owners Representative in writing, a minimum of fortyeight (48) ou or to the disruption of any utility services. Secure all areas of the work site each day upon leaving the premises. Work may over lap from area to area, but each area should be completed as close to final finish before moving on to next area. 1 0 3. Prepare and finish existing concrete slab for floor finish and allow to cure pre-manufacture's recomrnendations 4. Install racking per sheet A3.02, follow with computer floor system (provided and installed by owner) with sheet A2.01. Starting at finished face of south wall. 5. Paint all expose surfaces, before mechanical, equipment, doors, and handrail installation. 6. Provide and install all additional equipment and finishes not mentioned above. 12 1 12 13 1 14 14. All Tenots, and their consultants and contractors shall comply with the requirements of the Sabey Corporation Landlord's Cover Sheet Co. 1. This Sheet can be obtain from the Sabey Corporation Project Architect for This Building. 15. The Controctor Shall Provide As-Built Modifications to Architecture!, Mechanical, Electrical, Fire and Smoke Monitoring Detection Systems on Reproducibles Supplied by the Contractor. Such As-Built Drawings will be Completed, Submitted, and Approved by the Owner Prior to the Final Payment. 16. Provide Non-Combustible Blocking in all Walls to Support Cabinetry, Shelving, Bathroom Fixtures, Display Rails and all Other Equipment or Improvements as Required. 17. An Approved Public Safety Key Box Shall be Installed Adjacent to the Main Entrance and Shall be Clearly Visible and Mounted within Ten Feet of the Ground. The Key Box Shall Contain Keys to Open Doors or Other Access Means at the Following Locations: 2.1 ,'„YtthIncsT,Iigi,7,,P,°roef Gsg,!`e'rrindebd °" she' A 5-2 ' 2 i° 3. Prepare and finish existing concrete slab for floor finish and allow to cure pre-manufacture's recornmendations. 4. Install racking per sheet A3.02, follow with computer floor system (provided and installed by owner) with sheet A2.01. Starting at finished face of east wall. 5. Paint all expose surfaces, before mechanical, equipment, doors, and handrail installation. 6. Provide and install all additional equipment and finishes not mentioned above. 14 1 15 I 16 16 ED M 17 Legend 18 19 COPYRIGHT PATANO ARCHITECTS, P.A. tneVon an an,=75166 MUM ARCHRECTS, PA 6 urda,:fa I and 664et 6 adrnInal paaesution. The Main Entrance Rooms Containing Control Valves for Automatic Sprinkler Systems Rooms Containing Fire Alarm System Control Panels Rooms Containing Elevator Equipment Rooms Containing Main Electrical Service Ponels. The Key Box Shall Contain Keys That Operates the Elevator Recall and Emergency Override Systems. All Keys Shall be Clearly Marked os what Door. Room, Area, or Lock they Serve. Indicator', Limit of Pea 1 19 a 8 FEC PROJECT NO. 429PW DESIGNED BY RG DRAWN BY RDF DATE 9/1/99 CHECKED BY CP/SP REVISOR SHEET NO. AO 02 T _ (E) 219'-10" 1 ) (E) 3 '-7" (E) 30 (E) 30'-0 (E) 35'-0" (E) 30 (E) 30 111111 1 , - - fro ,, ,i-h--11-11 - r - , 111r111 Illi , _ _4_ . ±A:Y , r i r 0 ,."; i. ,, /Ak 7 A ,,,A_Til :; r ._ ,. --- i ,1 if - 1 t - r - ■ - rh - , -I-r i 1._l_IL___ L L____ 1 1 , -I-t-P-r-l-t- 1 R L _ M i 11- - 151 . 1, I Iii I I lics7 M iiiti--4J- T r 1 ' - - 1 - r - A 1111][-J--171 imi I II - A Ai u ,_ , 1__- / El 1. -_,_--11 rii .•.■ ea . I dr% n n ■ - AI' A J A G. p _ , ogI jejOr. F / . //,707, ',I 4, I ri, r + i I r f - rh VI rr--1-rh---r1H---r , _ i _ ■ r 1,_, i_i_L 1 J _ 1 .__ , 4,,,,r1 4,„.w.fr, Ai _ i .'. o:-.,, r .7 . 1 , - - j i - 1 - .-,,_, Trr --■-.4-11,-f ■ 1 i l i ' Ir ir Pr II 1 _i I IL F 7 j1 1 li .-.-E1---i-,,,,H- *- , . ff I 0697101 2 wasst %TA 3 . 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The drawings are prepared to show the Architect's intent in the Design and Construction for .s project. In all matters related to the use or interpretation of these various drawings. the Architects / Owners Representotive's written statement shall be considered final. 2. All constructions materials shall be equal to or exceed minimum requirements of the cdrrent editions of the uniform building code , and all requirements of the mrious governing agencies. 3. All work is to be complete, operable and accomplished in a neot and workman like manner in accordance with the best practices of the various trades and to the satisfaction of the Architect arni/cr Owners Representative. 4. 'Verify ail dimensions and site conditions before starting work. The Architect shall be Notified of any discrepancies. Construct°on Sequence Notes The schedule was developed for the convience of the general conctractor, in order to cornplete the project with-in the compressed timeline. These are recommendations, the general contractor is still responsible for the means and methods. The general contractor will still be held responsible to complete th no' ' c orderly matter and on time. 2. Install and prepare Gypsum board for painting per room finish schedule on sheet A5.02. follow with installation of suspended acoustical ceiling system and lighting. 3. Prepare and finish existing concrete slob for floor finish and allow to cure pre-manufacture's recommendations 4. Install racking per sheet A3.02 ( Coordinate with Al Ctel drawings), follow with computer floor system (coordinate with sheets A2.01 provided and installed by owner.) 5. Paint all expose surfaces, before Corr electric, Al Ctel equipment, Mechanical equipment, doors ond handrail installation. 6. Provide and install all additional equipment and finishes not mentioned above. Constructbn Sequence Ow/Genera° notes SCALE 1/8" - 1-0" 6 5. Should a discrepancy appear on the drawings, or in work done by others that affect the work, notify the General Contractor and the Architect at once for instruction. If the Contractor proceeds with the work affected without written instruction from the Architect, the Contractor shall be responsible for any work resulting in damage or defect. 6. No portion of the work requiring a shop drawing of sample submission shall be commenced until the submission has been approved by the Architect. All such portions of the work shall be in accordance with approved shop drawings and samples. 7. All patching, repairing and replacing of materials and surfaces cut or damaged in exception of work shall oe repaired with applicable materials so that surfaces replaced will upon completion, match adjacent surfaces. 8. Maintain the job site in a cleon and orderly condition, free of debris and litter. Each subcontractor immediately upon completion of each phase of his work shall remove all Area The general contactor is to verify that all work has been completed by the shell contractor, before commencing work under this permit. If any work has not be completed by the snell contractor, the general contractor shall notify the project architect at once (Patano Architect, PLLC) of any discrep cies of wo done thers; that affect the work under this permit, for instructions. 1. Install etc.. I' v ' erinTt ' g i lia P tirl ' O e f = sheet A5.°2 3. Prepare and finish existing concrete slab for floor finish and allow to cure pre-manufacture's recommendations 4. Install racking per sheet A3.02, follow with computer floor system (provided and instrolled by owner) with sheet A2.01. Starting at finished face of south wall. 5. Paint all r iose surfaces, before Carr electric, Mechanical equipment, doors, and handrail install- 6. Provide and install all additional equipment and finishes not mentioned above. 9. General Contractor shall apply for and obtoin at the Contractor's sole expense, all necessary construction permits required by ail applicable building codes and regulatory city and county agencies. 10. Install all manufactured items, materials and equipment in strict accordance with the manufacturer's recommended specifications, unless otherwise specifically noted and approved by the Architect. 11. Use only new materials of grades and types specified unless noted otherwise. Guarantee all all work and materials for a minimum of one (1) year. 12. Schedule the work in a manner which minimizes disruption to the owner's operation. 13. Architect and/or Owners Representative in writing, a minimum of fortyeight (48) ou or to the disruption of any utility services. Secure all areas of the work site each day upon leaving the premises. Work may over lap from area to area, but each area should be completed as close to final finish before moving on to next area. 1 0 3. Prepare and finish existing concrete slab for floor finish and allow to cure pre-manufacture's recomrnendations 4. Install racking per sheet A3.02, follow with computer floor system (provided and installed by owner) with sheet A2.01. Starting at finished face of south wall. 5. Paint all expose surfaces, before mechanical, equipment, doors, and handrail installation. 6. Provide and install all additional equipment and finishes not mentioned above. 12 1 12 13 1 14 14. All Tenots, and their consultants and contractors shall comply with the requirements of the Sabey Corporation Landlord's Cover Sheet Co. 1. This Sheet can be obtain from the Sabey Corporation Project Architect for This Building. 15. The Controctor Shall Provide As-Built Modifications to Architecture!, Mechanical, Electrical, Fire and Smoke Monitoring Detection Systems on Reproducibles Supplied by the Contractor. Such As-Built Drawings will be Completed, Submitted, and Approved by the Owner Prior to the Final Payment. 16. Provide Non-Combustible Blocking in all Walls to Support Cabinetry, Shelving, Bathroom Fixtures, Display Rails and all Other Equipment or Improvements as Required. 17. An Approved Public Safety Key Box Shall be Installed Adjacent to the Main Entrance and Shall be Clearly Visible and Mounted within Ten Feet of the Ground. The Key Box Shall Contain Keys to Open Doors or Other Access Means at the Following Locations: 2.1 ,'„YtthIncsT,Iigi,7,,P,°roef Gsg,!`e'rrindebd °" she' A 5-2 ' 2 i° 3. Prepare and finish existing concrete slab for floor finish and allow to cure pre-manufacture's recornmendations. 4. Install racking per sheet A3.02, follow with computer floor system (provided and installed by owner) with sheet A2.01. Starting at finished face of east wall. 5. Paint all expose surfaces, before mechanical, equipment, doors, and handrail installation. 6. Provide and install all additional equipment and finishes not mentioned above. 14 1 15 I 16 16 ED M 17 Legend 18 19 COPYRIGHT PATANO ARCHITECTS, P.A. tneVon an an,=75166 MUM ARCHRECTS, PA 6 urda,:fa I and 664et 6 adrnInal paaesution. The Main Entrance Rooms Containing Control Valves for Automatic Sprinkler Systems Rooms Containing Fire Alarm System Control Panels Rooms Containing Elevator Equipment Rooms Containing Main Electrical Service Ponels. The Key Box Shall Contain Keys That Operates the Elevator Recall and Emergency Override Systems. All Keys Shall be Clearly Marked os what Door. Room, Area, or Lock they Serve. Indicator', Limit of Pea 1 19 a 8 FEC PROJECT NO. 429PW DESIGNED BY RG DRAWN BY RDF DATE 9/1/99 CHECKED BY CP/SP REVISOR SHEET NO. AO 02 Door Schedule DOOR NO. DOOR SIZE HDWE SET DOOR FRAME LABEL HOUR SIGN TYPE REMARKS TYPE MTRL. FIN. MTRL. HEAD JAMB SILL 01 3' -0 X 7' -0" HW -1 1 SC P HM B B Existing 3' -0 X 7' -0 HW -1 1 SC P HM B B — 45 min — shell Bldg. 102 3' -0" X 7 -0" HW -1 1 SC P HM B B — 20 min 102a S -0 % 7' -0" HW -1 1 SC P HM A A — N/A 03 3' -0" X 7' -0 HW -1 1 SC P HM B B — 20 min 104 3 -0 k 7' -0" HW -1 1 SC P HM B B — 20 min 040 3 -0 X '7'-0 H 1 SC P HM B B — 20 min 105 3' -0 X 7' -0 HW -1 1 SC P HM B B — 20 min 050 4 X 7' -6" HW -1 1 SC P HM B B - 20 min 06 . 3 - 0 X 7' -0" HW -1 1 SC P HM B B — N/A 107 S -0 X 7' -0" HW -1 1. SC P HM A A — 60 min —. 107a 4' -0 X 7' -6" HW -1 1 SC 'P HM A A — 60 min — 108 3' -0 X 7' -0" HW -2 1 SC P HM A A — N/A — 09 3 -0" X 7' -0" HW -2 1 SC P HM B B — N/A — 110 —1 1 SC SC P HM B B — 20 .min — Existing 4' -0" X 7' -6" HW -1 1 SC P HM A A — 45 min — shell Bldg. 10 Pr. - :'. " f� .._ i� SC P - HM A 20 m — 108A 2' -0" X Y -0" HW -3 1 SC P HM A — 20 min — Q Wa Types Not to Scale / /--- (E) 03500CD Typical Non — Bearing W3 Sim. Except Use 3 5/8" Studs and Batt Insulation at all Walls Adjacent to Exterior Windows 09512AT 09260MST -3 5/8" x 20CA EL. 0926005 -5/8" 09280MST -3 5/8" x 200A 8 O Solid Core O .SCALE: 1/2" = 1 . -0 ... 10 Door & Fame Types 11 HM = Hollow Metal SC = Solid Core P = Paint 12 1 1 3 Door Abbreviations 4 15 16 v/K z / ' 9 (E) 3 (E) Deck Below ROinleader .Sound Insulate 3' -3 " +/— (5) 30' -0" 1 Tran#Tl Rogm nl an 1 1 Swit h ! 1 000T I 1 T IH r 1! r7 - 1 - - (Non= Oceapwd ISpdce)F - I_. J. _I _I_I 1- _._1_I_ I . - 1 l r 1 i J Structural Brace (E) 30' -0 7 I -I _1- Tf� Coon P T r 7 1 (r1 1 , 1 '1` r . 7 1 7 1 1 tlOIIrZ7o ]GWFID7> _!. -. i + + - + - L.1 _I _L _ 1 I L — L I - — _ FM200 T nk OOW9U ®R I t' -- - I- r �S -, - l r- I --,.-1.---1---,.-1_ T I � - 4 . 1- I a--1 1 1 I ,- -[ -I- - I -+ I I I I I I I 1 I I I I IIO �A�� �NSI�I�SiY.H� E� YS® ���� ESE 0 �I�11 v1a.a - I-r' ao, T 9 1 1 - - r - -1-+-4 1-+ 1 1 1 1 1 1 I 1 1 1 1 1 1 1. ®���V.T + of I 1 .1Io at I I W1 � � f - -1 1-10411- + -4' I W -F - 1 .5. al _L L _v I I I L S n- Oca�ied SpacaZl 1 v "1 1 4 rn12u a�nx NM r { NT 7`1 T T- 1 T� r !T - i -1 r * ! 7 .1 : I + F l zd o Ta a nk + _t call a FI L r1 1 F� +OI Tjr -' J LII t L r1-1- rfi1 -...rl 1 I � �� � 1 1 1 1 1 1 I I 1 I I 1 ' 1' . -I I 11 i 'II ' Oloa -1Occ �e� g 1 1 _ -_ (-V 1+ T T �T T T rT rT r T ET T - r 77-77- rN $ v iaiii l iOii ®ii ®ii ®ii��i ®ii ®i� ®iio r T� r -FT - T � I t F J { tI I -I 1 TT1. -f T1 rT1Tl '.T�1 rTT TT - 1 - I T, - r - Tr FT- I I_T - 7 - -- 1 - NT �- 1 I �__ 1 1 1 1 1 1 1 1 I! 1 1 1 1 1 1, 1 1 ICI 1- T - 1 1 r - T - ET - TT 1- T - 1 T 7 I i ®iiii iii ■iiuiI 1 L F' • I I • 1 I E I I 1 N. T1 — I — �T �r'�j1 rY — I — r - �.UI r T —I = T T - 1 7 ,. (E)'219' -10" (E) 35._0 " ,. (E) 30' -0" i 8'51/2 ��l� - �•I— L4- I -6; - ®� -1 _i_ L 7 —I I f1M200 T a n�C 1 1 €I �rt_i rN- fNT_ fN-�_t tora•e E - - 1 l EOM — — �i 1 1-� -1 H rNT' - t h ' 1�I - µ NIP ! • NI r. " ` .rt1 I t rNp - - ff p 1 - TNT - - rJL r` �I Ni ! -iI I N+ T N - N7 t N J_ T T 1 _ i �_ i �— i 11=1 —_ i N-- � _ -{- 4-1- 1- -I 1-'-I- -1 - f- -Y Oollo'cat4' -I l- L 1 1 1 102 1 11 `f /-4 1/2"t/— 8' - (E) 30' -0" 0" 8 " +/— (E) 31' 6 3/4" I I - r - I - II - T - - I (E) Deck Belo FM200 Tdsk 1 1 1 '�I r rT -1 1 1 1 1 (Not( - Occupied Sdaa 1 T I -rt . I dl _ FM20 Ta �5' I''I r T•nk 17 17 Keynotes 03500CD 08110HF 08211SC 09512AT 09260DS 09260MS 09260MST 09260GB 10270CF 10270CFS egend 1 3 EA. Hinge 1 EA. Storeroom Lock 1 EA. Closer 1 EA. Wall Stop 3 EA. Silencers 18 1 Conctete Deck Hollow Metal Frame Solid Core Door Acoustical Tile Ceiling Double Stud Metal Studs ®16" o.c. Metal Stud Track x Cont. Gypsum Board Type X Computer Floor (by owner) Computer Floor Support (by owner and installed by contractor) Existing to Remain (E) New Construction (5) Not in Contract (BIC) Indicates 2' -0" x 2' -0" Computer Floor (12" Above Existing Conc. Slab). Manuf. by InterfoceAR Indicates New Walls, Coordinate with wall Types. Equipment by ALC —TEL for Future Expansion. 11 Equipment by ALC —TEL to be installed per current work order. (Double line indicates front of cabinet, typically) fOl Equipment by ALC —TEL to be installed prior to current work order. Door Hardware Schedule HW -1 Lockset —D80LD Rhodes (less cylinder) 626 Schlage Store Rm. funct Lockset —L 9080PEU 38" Pigtail Wired to Card Reader. Closer 75008E Aluminum Norton Closer LCN 4100 Series. Electric Strike —6211 630 Von Dupnn 24 Volt Electric Strike- 6212WF 630 Von Duprin 24 Volt Threshold -171A 36" Mill Pemko Threshold -171A 36" (1/2" tall x 5" wide) Mill Pemko Threshold -174A Pemko Door Shoe -217AV 36" & 48" Mill Pemko Seals -5880 17' & 20" Mill Pemko Drop Door Seal -430CR Pemko HW -2 TA2714 4- 1/2x4 -1/2 8206 LNL EAB351 —P9 1276CCS 1229A 632 MCK 605 SAR 696 SAR 605 TRI GRY TRI ame as HW -2 Except as noted Delete Silencers Add 1 Set smoke seals 5880( Head and Jamb) Dur Pe 1) Hardware Manufactures above may be Substituted for Schlage if all Min. Requ rernents are meant and approved by Arch General Notes 1. All Dimensions are frorri Finish Face (E) to Finish Face (16) Finish Face (N) to Finish Face (N) and Grid to Grid U.N.O.. General Contractor to Contact the Architeci immediately of any Discrepancies. 2. Computer Floor Grid is Shown as o Guide for the Layout of Walls. (Finish Face of Floor Grid to Finish Face of Wall.) 3. Grid to Grid Dimensions are to be Field Verify by the General Contractor. Dimensions are for Reference only. 4. Seal all Walls at Concrete Floor and at Bottom of Stucture to Provide an Air —Tight Space for the FM 200 fire Suppression System. 5. Fr_ l ovide 5 /8" Type 'X' Gypsum Board Typically, d�ated on Wall Types. b. CContractor to CoorddqyiinnhhnnpIate w ith Owner Vendors for 45112 3 4 Pfn10Eayo 1 u u ,.,. e the Computer 8. For FM 200 Tank Size and Locations Coordinate w/ Drawings FM 200 Consultant (By Owner) 9. For Room Finish Schedule see sheet A5.02 D9q-. 0332 18 U m n � rn o PROJECT NO. 429PW DESIGNED BY RG DRAWN BY RDF DATE 9/1/99 CHECKED BY CP /SP REVISION SHEET N0. A 7 ni 1 U &oXSJJ II CB Wa Types Not to Scale / /--- (E) 03500CD Typical Non — Bearing W3 Sim. Except Use 3 5/8" Studs and Batt Insulation at all Walls Adjacent to Exterior Windows 09512AT 09260MST -3 5/8" x 20CA EL. 0926005 -5/8" 09280MST -3 5/8" x 200A 8 O Solid Core O .SCALE: 1/2" = 1 . -0 ... 10 Door & Fame Types 11 HM = Hollow Metal SC = Solid Core P = Paint 12 1 1 3 Door Abbreviations 4 15 16 v/K z / ' 9 (E) 3 (E) Deck Below ROinleader .Sound Insulate 3' -3 " +/— (5) 30' -0" 1 Tran#Tl Rogm nl an 1 1 Swit h ! 1 000T I 1 T IH r 1! r7 - 1 - - (Non= Oceapwd ISpdce)F - I_. J. _I _I_I 1- _._1_I_ I . - 1 l r 1 i J Structural Brace (E) 30' -0 7 I -I _1- Tf� Coon P T r 7 1 (r1 1 , 1 '1` r . 7 1 7 1 1 tlOIIrZ7o ]GWFID7> _!. -. i + + - + - L.1 _I _L _ 1 I L — L I - — _ FM200 T nk OOW9U ®R I t' -- - I- r �S -, - l r- I --,.-1.---1---,.-1_ T I � - 4 . 1- I a--1 1 1 I ,- -[ -I- - I -+ I I I I I I I 1 I I I I IIO �A�� �NSI�I�SiY.H� E� YS® ���� ESE 0 �I�11 v1a.a - I-r' ao, T 9 1 1 - - r - -1-+-4 1-+ 1 1 1 1 1 1 I 1 1 1 1 1 1 1. ®���V.T + of I 1 .1Io at I I W1 � � f - -1 1-10411- + -4' I W -F - 1 .5. al _L L _v I I I L S n- Oca�ied SpacaZl 1 v "1 1 4 rn12u a�nx NM r { NT 7`1 T T- 1 T� r !T - i -1 r * ! 7 .1 : I + F l zd o Ta a nk + _t call a FI L r1 1 F� +OI Tjr -' J LII t L r1-1- rfi1 -...rl 1 I � �� � 1 1 1 1 1 1 I I 1 I I 1 ' 1' . -I I 11 i 'II ' Oloa -1Occ �e� g 1 1 _ -_ (-V 1+ T T �T T T rT rT r T ET T - r 77-77- rN $ v iaiii l iOii ®ii ®ii ®ii��i ®ii ®i� ®iio r T� r -FT - T � I t F J { tI I -I 1 TT1. -f T1 rT1Tl '.T�1 rTT TT - 1 - I T, - r - Tr FT- I I_T - 7 - -- 1 - NT �- 1 I �__ 1 1 1 1 1 1 1 1 I! 1 1 1 1 1 1, 1 1 ICI 1- T - 1 1 r - T - ET - TT 1- T - 1 T 7 I i ®iiii iii ■iiuiI 1 L F' • I I • 1 I E I I 1 N. T1 — I — �T �r'�j1 rY — I — r - �.UI r T —I = T T - 1 7 ,. (E)'219' -10" (E) 35._0 " ,. (E) 30' -0" i 8'51/2 ��l� - �•I— L4- I -6; - ®� -1 _i_ L 7 —I I f1M200 T a n�C 1 1 €I �rt_i rN- fNT_ fN-�_t tora•e E - - 1 l EOM — — �i 1 1-� -1 H rNT' - t h ' 1�I - µ NIP ! • NI r. " ` .rt1 I t rNp - - ff p 1 - TNT - - rJL r` �I Ni ! -iI I N+ T N - N7 t N J_ T T 1 _ i �_ i �— i 11=1 —_ i N-- � _ -{- 4-1- 1- -I 1-'-I- -1 - f- -Y Oollo'cat4' -I l- L 1 1 1 102 1 11 `f /-4 1/2"t/— 8' - (E) 30' -0" 0" 8 " +/— (E) 31' 6 3/4" I I - r - I - II - T - - I (E) Deck Belo FM200 Tdsk 1 1 1 '�I r rT -1 1 1 1 1 (Not( - Occupied Sdaa 1 T I -rt . I dl _ FM20 Ta �5' I''I r T•nk 17 17 Keynotes 03500CD 08110HF 08211SC 09512AT 09260DS 09260MS 09260MST 09260GB 10270CF 10270CFS egend 1 3 EA. Hinge 1 EA. Storeroom Lock 1 EA. Closer 1 EA. Wall Stop 3 EA. Silencers 18 1 Conctete Deck Hollow Metal Frame Solid Core Door Acoustical Tile Ceiling Double Stud Metal Studs ®16" o.c. Metal Stud Track x Cont. Gypsum Board Type X Computer Floor (by owner) Computer Floor Support (by owner and installed by contractor) Existing to Remain (E) New Construction (5) Not in Contract (BIC) Indicates 2' -0" x 2' -0" Computer Floor (12" Above Existing Conc. Slab). Manuf. by InterfoceAR Indicates New Walls, Coordinate with wall Types. Equipment by ALC —TEL for Future Expansion. 11 Equipment by ALC —TEL to be installed per current work order. (Double line indicates front of cabinet, typically) fOl Equipment by ALC —TEL to be installed prior to current work order. Door Hardware Schedule HW -1 Lockset —D80LD Rhodes (less cylinder) 626 Schlage Store Rm. funct Lockset —L 9080PEU 38" Pigtail Wired to Card Reader. Closer 75008E Aluminum Norton Closer LCN 4100 Series. Electric Strike —6211 630 Von Dupnn 24 Volt Electric Strike- 6212WF 630 Von Duprin 24 Volt Threshold -171A 36" Mill Pemko Threshold -171A 36" (1/2" tall x 5" wide) Mill Pemko Threshold -174A Pemko Door Shoe -217AV 36" & 48" Mill Pemko Seals -5880 17' & 20" Mill Pemko Drop Door Seal -430CR Pemko HW -2 TA2714 4- 1/2x4 -1/2 8206 LNL EAB351 —P9 1276CCS 1229A 632 MCK 605 SAR 696 SAR 605 TRI GRY TRI ame as HW -2 Except as noted Delete Silencers Add 1 Set smoke seals 5880( Head and Jamb) Dur Pe 1) Hardware Manufactures above may be Substituted for Schlage if all Min. Requ rernents are meant and approved by Arch General Notes 1. All Dimensions are frorri Finish Face (E) to Finish Face (16) Finish Face (N) to Finish Face (N) and Grid to Grid U.N.O.. General Contractor to Contact the Architeci immediately of any Discrepancies. 2. Computer Floor Grid is Shown as o Guide for the Layout of Walls. (Finish Face of Floor Grid to Finish Face of Wall.) 3. Grid to Grid Dimensions are to be Field Verify by the General Contractor. Dimensions are for Reference only. 4. Seal all Walls at Concrete Floor and at Bottom of Stucture to Provide an Air —Tight Space for the FM 200 fire Suppression System. 5. Fr_ l ovide 5 /8" Type 'X' Gypsum Board Typically, d�ated on Wall Types. b. CContractor to CoorddqyiinnhhnnpIate w ith Owner Vendors for 45112 3 4 Pfn10Eayo 1 u u ,.,. e the Computer 8. For FM 200 Tank Size and Locations Coordinate w/ Drawings FM 200 Consultant (By Owner) 9. For Room Finish Schedule see sheet A5.02 D9q-. 0332 18 U m n � rn o PROJECT NO. 429PW DESIGNED BY RG DRAWN BY RDF DATE 9/1/99 CHECKED BY CP /SP REVISION SHEET N0. A 7 ni 1 U &oXSJJ II 7 8 9 10 11 1 2 1 3 14 1 5 16 i 7 i 18 19 COPYRIGHT PATANO ARCHITECTS, P.A. u� �nY r®erwd �auntwn aUan a/ any Po N qY •wk M.o. wit. pm... of PATANO AFCMIECIS, P.A. Y unlow. mM pAJacl f0 aim. pmMViUUn. - -- n�ry f� {}/g �+ 11 �1��11 II ©tL �S. J' sluewwoo •3de0 6 ulpl! ^8 66 /8O /OL s6uIMO�P a43 0l ....Ala 66 /0Z /6 0 SpOBtA38 m ,, [� �p{� �1 O A coiuttU�ca0 y \,L O o 7� /� Ile CeiVonti ! f ■ • a llote: � 53' 2AT Refer tc code CIBC 25 -2 section on drawing 09512AT Acoustic PATANO Pa ARCHITECTS 4646'Zbb'90Z lOC9'9L9'907 N010NIHStlM '31llV39 4l9£8 OIM01 3N31tl .0 NN300 3fiN3Atl Ni13L53M LOSI BOZO 311(15 3NN3Atl NV4YN3H5 9Z4 " SCALE: 3/4" — 1' -O" . Legend RAFE Existing to be Removed I I No Work in this Area (N . I. C.) I AEA, on 6" Ceiling 0 0 4 0 0 ® 0 ided Acou st'cal Ceiling (E) 219' n0" JBC Standard .5 -2 (E) 3 ' -7" (E) 30"-0" (E) 30' -0" (E) 35-0 (E)' 30 —0 " (E) 30' -0" (E) 31' 6 3/4" O Fixture coord. Sheet E2.01 P — 1 Equipment by ALC —TEL for Future � J I sown for clar't'ty only. 1 ALC TEL to be installed vork order. shown for 2.-0" '... 2 —0 - — I 1 �_�7 . '-. _ -- e�� �� �'_'— — ��� � ".���� 9� ■ = =�= � ■� ME" ����.Iv i% ■���� �. %/% V/ __ // /H/L i�Y.= ��S- w.w.M._,..._.,.�.— -- .,— .. • __._ ^ �■ __.:� e____ . O 1 Equiprnent by � Note : Double L ne n af caS�nat typically) � LE b all � MraTIM clarity only. 11111111111111111—vibm—Aigiff 11 dR, 7r i�� ■ ` ■� ■e��P11 111/11111 ■t_ � /// %/ � �.. . ..—._... ■■■■■ ■��111■ � ■1111 X 11 ■111111i j i:II i iiIIiiiI 1 i iiI 1i iii1 ■ 11 ■ ■ ■Illll■Illl , 11 . ■� ■ ®1 11 ■ L': S 1 1 I I 1 1 11 1■■ ■1■■111■11■111 ��� n ■■ r. 1111111111111111111 1 -__ . I■11 ■ ■1i��i1 11 n n p■�� li 1 „ ®����,� 1111111��1111� dR 11111111 IIIII;�_�!1 11111111.1 IIi1111ii1111111' 1 11111110111111 I 1■ ■■=11a..7_■■N M11 .�„ — . ��.�I�a1111111111111111 ��� rr11 111INNI■11111 111111111111111 ��: 1rrr:�i�il:ir _ I _ � -- rim■■ ■ ■ ■ ■ ■ ' ■�.�0. ®. ■ ■ ■ • ■�I 1 11 �■■■■ 1111! — ■;Il =11111I11I111111111 ® ®� 1�1' - s ; � �i 7 77 A F0� N w ..H -.SB (3) —. O -0'-; GeneraD Notes 1111 �� ■f■■ 1111■■ 11 R ■. ®111 111,, ®11111 �C■ ■ ■ ■ �II . o. ■ illififfiliiiiiiiiirtlililisti-41-iiitzwitiliss ! � .■..., b1 ®t ■�1 ■ ■ ■�y� � , � ol ' , � /s � /.A.! �, / 4kar 1 f � ■II �. w s�. IE//I/d dy��� Eeatrlaul 108 '� 1 —, l l�� = 11U111� �� II _me �H.,,� , LAW 0�� �,�.�. ///.�VG Iii 7////i ////, I IIII I 11111111111111111111111111111 illitn�. IIIII ■ ■ ■b =f� f `► 4 •a = = �� ; . = = �J °''#.2_3,4„ ., Pac West TELECOM \ NC. Tenant ¢vmprovement I p at �� �- 9 AIIIIIIII[I ' ,.. I� ..� ■ � � I I , r i �y ■■, y� i ,lel /17y, /,� I � /Z OE .. .1111 ' 1111 ■ 11 ■r$1■ ■■■■ ■ ■ _ � _ ■ ■ — ■ ■, __... . I 1 .I 4 ■ ■■■■■ ' 11111!! ���� - �xr<.,m�,,..vm I ���� iri s ' z� ii . ! ■ ■■ ■■■1111 ■1111■. ��- _r = =_�7_ m r .__ . ■■ ■.l11 r ■ ■ ■■ ■ ■■■■■■■■ ■ ■ ■®■■�. ■■■ -__.__ �- _ ■■■ ■1111■■ -1■ ■11 ■ 11 ■■■J I■■■■■■1 � 11 ■I ■111111■11■■■11■■1111 ■ ■....■L�.... - ® ® ®_� ®'ih ®® ®n® 11111111 ®����a7 =® == ■111■ ■...... ■111 ■ ....... ■1 ■111 Immur" ■..■ .. 1 11 1Illlllllllllllllll SMI A rn1111111illlll II 11 v 1 ■ ■ ■■ ■Ills q■ ,. i■ 1 11�■nnnnn ®:� ' =_ ® ®: ® illy ° " ®IIIIIll111111111 ® 1 lillllll 1 11 . • 1 11111111111■IIIIIIIII lII %MM _L1 �® ni ; i1p111■1■11 / i,, / ;;,; / , %, /i; !% / / <' /AT /% ■ ■ ■ ■ ®®®■.®n®nnn.�®®■,■ ■■�'�®:: ■ ■nnnnnn _ i ■ ■ ■ ■ ®____._MII; ■ ■ ■ ■ ■ ■n ®ninn■ ■ ■ ■ ■■ ■■iiii ®. x ■ , ■■■� � . IBME ■. �■nnnnnnnn 11 ��_11Imm11�' 111■■ q■ r____®__._- , II , ill � 1111 �W■ ■ 1111u1 .�...__.___ 111111 1 11111111 ■■■■■ 1111111. 1. 11. 1. LI11 111� �®® ■■ n�® ■■■■■■■■ ■■■n■■iee■? ■ ■� 1 � � �� ■1 , = , 1�1®■ ��,�� �I�.■...■NN�■NI1.■��� ®����®1�1�t�1�1 INI ®� ® ® ® ■tl® ■���.u11■r ® ® ® ® ® " " III . I11111o y • �IIlIl11B1 1 mess Um`e Dimensions 2 batter wtn A2.01 3 Coord na.e v. th S 4 Coordinate with S and M201 for Mechanical Epu pn ,st. Intake, Etc.) , , ,, - _ — v 1111■■■■■■ ■■■■■ ■■■i i, ■�... ■ . ■ ■■ Ii11111111111111111111 : ■ nm_______�� ■ _ _ ■ ll , /� 1 , ` , , 1111�P ■W= 1i■11It� 111■1■111■1111111■111 ■ � ______ ..I_ �• �■■■■■■■ ■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ■n ■ ■■ ■II ■■■ ■■ a �� '_��e5EE� • 1 ■ 1 ■11 ■Ij 5f /� @� ■■ minty ■■■ ■�� ■■■ ■,..!1�immo 9■" ®n ® ® n ® ®nnnnn -te n nnn ■ / r ,l {� �(����P�ti �j Ir��IP� i 2 —O r -- n III 2' -0" - Grids, L 5. All Lay Acoustical Light Fixtures and Diffusers Shall d d Secured Per U.B.0 Section 4704, Standard 47-18 1997 Supplrnent), for _one III, In termed ate Duly Ord n \� - C ^ , PROJECT N0. DESIGNED B RC Y Rf, DRAWN BY 9/F E DATE 9/1/99 CHECKS BY CP/W SHEET NO, 1, SCALE: 1/8 "' = 1' 0" DL I i:i 1 . — 0 2 31 5 6 • 12 I , 19 5 6 8 9 0 I 11 12 13 14 15 16 1 17 I 18 1 19 COPYRIGHT PATANO ARCHITECTS P.A. Ill rgM1 of any. paVrtro .aA wt.. .dn., pontOwskol of PATANO ABONNEC15. PA is unlawful ark wel.c/ b almtrwl IxowraWm. ... Keynotes l4lLs --- t.� Hol ' ( May OCut cc in 1027r ur ,' \ 1 10' -2" 1 Front End I 03500CD Co i ete .- Front End 10270CF omputer (pr r inCstalled by Floor contra t0270CF Cable Rack Mounting Angle 1 Transmission 6! Switch Room Battery Room B of Fin: Ceiling "J" Bolt I � 0270CF 10270CF ^ / ////'^^'`''+•••��� E) �" o.N te: �l Cu S t Beam N.. 24 t for eel Cable Racking _N_E -� 1111111111•1111 1111111111•1111 it Cable Rack 1' -3" lJnistrut (E) 03500CD I I IL - Support to Floor ( ) I (1 u -� ®_� ®_0 ®f ®� able Rack 1' -6" / See Detail H a m , S Nut & Boit Spring Unistruf IR i fr - 414 ;� �: 1111,04 .... PI 11 (E) 035000D Cross Isle Cable Rack Cable Rack ( Type 13 ) Secti®n (E) 03500kCD \, Bolt & Anchor (E) 03500CD Rack �ilo�uo�tuo�p� Deta 0 Sa wO Cable Rack Junct-on (E) T.O. Slab Cable Rack 1' -6" :Ne Rack ail ®�am��uo�g ®e auu II ypucaO Cabue Rack ( Type A ) Seddon V ypoca O Calve SCALE: P ✓1 I NONE \ \� // `_' SCALE: NONE o SCALE: O (E) 219'-10" NONE C) O 7 SCALE: NONE 7.5 O8 1 3' wide Cable Rocking 2' 0" log 9 Anchored to (Ef concrete 102. 103, and 104 rooms /^ RAFT' ® I (E) 3 -7•. (E) ,1.30 -0" (E) 30•_0" (E) 35 -0 (E) 30. 0" (E) 30'-0" (E) 31' -6 3/4" ® 2) ® II' �� Rainl ode -B10 � '.. �1 - �I ,� fie. . . S .� ..1 � _.. ._ - - -.ate V/ . %// �/ / / /Li Vf.'S , _ ry- �� �G � F M 2 00! I r✓k _ 1 �� r \OI %11111 :� ^I� ," - aao I ;rJ fi�ee�,, 2 '�/���1 �_ ®� AC 4 a L �,� „UP - -_� a �- - ',. /// III , �� D - _I - - Y 1-T 4- J _ _ i E I I ! . f 9 I - .�ll,I 1»!'1»11' ' ,ley l91111 »,44 �Fy 11 »I »lll1t111 ®1 h ) - I� - - _ e ( "A4- 1 J "GATT RY STt21 L '+ Room led. Space) 9 / ii I Storage 1 _ ., - - a. -�! FBI -� n Batter it it it ci cam clm (Non -Otto 300 KVA UPS r UST . PRO . AC I T2 L '.I ,gel I1 l - .r. / O r � '1'41/ . r /� 0174'� /I Ib. � s r � /I� I l l r z / %/ T / _ / .// ' s 1 / ■ /. r _ si I 1 = _I 0 r. 2 -o wde cable long unstut 8' 0' o.c.. u Anchored to (E) ncrete lab, typ of c ooms 102. 103, and 104 0 ,. . . 7 ! a ll ; Ipw �I 1 j I ti11 ' f .7�1 t`�9 :1 11 III : :III I ATS� akroom Inn � / �,I ;17 / i� si iv, ,/ ,I I �uJ�ni .,.� � -- i% �`'�i % �. / / /,�vy V / /�I I %// / /JIB I, I _ - I I I , ' I ,/. � � C _ � �� i %/// { Flectrlcal I tOS I 3r O; _ �i9 B / /,��// 2/bE lA - y - . - 1 I I II � l Y I � I �!I � I _ � ' L � . ® o ' ' ItI e ''� Jtl '� � . I � r fr,�. ��I t 1 j Im I. 1 I f lull , � cu 1 1 Z.I Ir - ^ 9 S(o I �r . , �.�� s - z I - r i�OI v9yii 7�I m t � l r m/yrl l �i �I I - 1 I I I i 41,_ ii 11., cl 11 1991. "1.11 d / iii / I i j If 1 I�L9l.L! y A2 r . l_ fI® , T fu . I I '' III 1 1 1 ' LI11lJLll . l 11 !!' -- � ryp2 ..su.... .,_....-- ��.... -� y �ryry% / '� ., � -.r. � � � � I� � ? �\ - I _ le S. as - r t 7 t i.� ®�� Tank i " ry9 1 Y /� i. _ Ramp uP / 9 /J 7/ �il ° / �bf/ S� %ylll trOr Aril." /� . � r t -1 1 r - . FM21 I II J.- 11 ` 41,114 1 1 ! !41 .'�.. :. - E11 » :�` Yom. _ g = il - / i�J C ble rack t b PP rt d unstut ® as note with 5 0' o A bored t (E) oncrete 9b as r q to m eY local codes. .'"7i iial!i 6 .�' _�S 1 Corrtd 1 100 I ?r� r I� n , E IJ�2 0� �k I 1 1111111111 41.111111111144 3 - : ! I J !- F 9119991 � 99�9 1 91V y9 N1 1119991�1k9999 99 11191 �I1 _ � = I� , I_ _ I IPL _ ' L I _ - _ - -_ 'Ti C ID ed - _ I let � ', 4 11 '!tr7T2. _ T -L la . ,1 ■I �I 1 - T It F M2�0 _ or. - +-- 1 r - I - i - P- . _L1_ - 1_I- L1 -I_LA, I -.1 x I ! - _ LI -�' - -L L01-2 I FM20 Thnk _ 1_I L - ' - wed Space) h -OacU i ! 11191199 i&-� - _ + e ' _ r - 1 7-('F 1-1 -I-1-- - IIII I_ L II t L IIII � • 1' �� - 1- Y IIII. i = 1 �I I � r � -I p �I �I rfT -- I: n EL � �r � I !r �� + 1 h � ---- - 1 1n �. � _ \ L 9 1 1:111 , 1 � I 1 ,� 111»fll��dl EIIfl f111�111t1 [l11Fl1Ul�lf'N +I IfJ�[I[ -� FMZOO To k + - _ III I IIIIIll111JI, • k, - � - rT f T r7_1 r7 I rT' r J I- 'F _,�. ii ®��ii�i ➢11 ➢III II _ ® + -_ � �I I -h 0 , , ••.rt I 1 • I . -i .. C 1 - R a :�"�' ` W , II �, A � / f ! / �� /�./ / �� ` :E 1{-8(0 - 1�� 9 su v l�llv 9- 9� � A ® ® AN i�I /1 - Ir rrll r.�r ....1. .n r T =1- 1411 7 u1111 11 1111JI1111L11 1Jril' IIILIIJIIIII IIIIIIICI�IIIJIIIII rI :I[ ! ! Lon I locc - A L P - • -I ®; 'I' - , - - - , r Pl - L JI 1 it - I - -,t !. 111II���f�Bl'illlll11 __ 11 to /a / I o9 Na nV [7.Gtln o wn IIL,9 ,.. = 1 - T.. ' I-T -1- T ®iiOiiiii ®111111 rT'-1 ® _ 1 InI I f T I qL .1 _; r I � . X1 1 % _ � r »lu u illflll ���' r 1 - +� -t - , C®f I 411111211 ' »�c»fui Illfifilii�f��nrrm� r .. + »� :y r:�r =� = _ ' _ Oii elliul0lumnuulllli ®ii Ta=r ®i.- iOiiOiiiiii - � ' ®n - -1 : ➢llr�llluunn »urlJO[l uunlrltnunJlllluuullurllJ <nuuxnurluu�lll -m °M °..,_.__,•.., _..__......... ._, "._,.�.o.- .� T •' � .7nva � _ =. Z.-- 1• - ' _ r !iiiIiiIIiiiii -1 r�_ - - -1 T-i - T7-f -r- i = i =I t - -� • .A TI I � a D Genet �Q Notes 141 E»11111 :1 »»1'1111111» 111» 1 111»1111111111111M111111111M11111 ii ®iiOii�ii ®ii - - � 1 - 1 (E) Deck Below 1AA�INA�l19A9�19N9 111'JCI1711lldllll,r1.11I 111111® niri111111111r11 141111irrlllllllr111111u MOEN 1I11II1111711111J,!1111 II, iiiiiiiiiiiiiiii Irll, lllllllllrlflllrltllrl1111llllllllrlll ➢II�IlW11 7 1 1 1 .- W 2 9 a , . , _- - F % (E) D eck Below 1. e from fin All Dimensions o Finish Face (N), F n sh Face r Face (N) and Grid (E) to G General C°ntractcr to contact immediately of n d's_re 2. Grid (E) to arid (E) Dimensions Field v ra! Contractor The D y i.. r for reference + IIO��. 1. ' L -I - 1 - I I I �9�1� 7,1_,,, - � � iiiiillO' ®ii ®iiOiiiiii ® rllrlrlllrllllll' intIL1111111uIuiiI1111111 1J111ii.iiiuii 1111 :11 t �T _,_ � =11J� 1 11111J1111111l111111 4_. ..} - - I ��. 1 -rte '._ 1 -- S,Eo� e - L - F - ,� I - _ ! 1 r - T 1 - L L _ I- L 1TrpnerLits1lon any 1 -I- 1 1 ._I 7 gwlten Roo- V r�__!_r ? I�r - 17 T� f - V - I- +-(NOrI- +t9cenPdey- i5pdee);- i- - -i L L 1 L 1 1 I L T... -(-T1. 1 T1 - . T w .: 1 / T7 I - r - !- 7 �- !- ;- -I- ,-� 4- -� „! '�I T - ET - 1. ET T - 1 - I - T I Mira -- I - - - , - 1111111 ®iit®ii i i ®ii ®iiiiiOiiiiii -I 1 1-1- 1 4_,L _ _ 1 -1_ _ -I- T 1 1 - f - 1 - - i r - i - pi 1111111 J1111rRUliIU111ID11[ Irillrllratlllll'Lfuri I 11rllnlliw111ullllullmull�ull Irll'I1 ����fi♦ dr�oo 4 : _ ! = _ , j /' . / 4 �� T i I 1 7 r 7 _...._.v...�.�.. m V.....,.� .� ,A - - F_._. - ,.., p os rE ° 3. Computer floor shown location, coordinate with sheet equipment layout. 4. All elevations are from existing concrete slab to bottom of cable rata. ubber end caps to cable rack ends . i- o un strut support at 5' 0' c. Max. fastened to existing concrete slab. ‘c,' 8. Cable Rack Manufacturers as follows: 2. B line /Sounders Day Tel rn T Side Bar Typical g ." q 9 . (E) Indicates nesting (N) Indicates new --' /- - �j �pnIyr��j � Rack Layout C61Lk%� u0(U1�W �@lq -.-� p1Ip�{{�� tj }) �jl� Y /out r�Qll1111 & rg��} l4TS Dell��9s ( FnP Reference Only, General 2-2 wid A h d t () one o. Contractor to Coordinate with AICFEI Drawings � / w9n69) _ - � � � `. ch �� � � � � : vgq PROJECT NO. 429PW DESIGNED Br R6' DRAWN B. FOP DATE 9/7/99 CHECKED BB CP /3P SHEET N0, A3002 Q SCALE: 7/8" = 1' -0" PERMIT CENTeR 0 2 7 1 4 5 I 6 7 1 8 9 10 I 11 I 12 I 13 14 I 15 16 I 17 I 18 .1 N SCALE: 116" = 1 -0 Site Plan SCALE: 1" = 30' -0" 3I 16220 (By Owne() \\ 4 2 3 l 4 / 63 16220 1 ' I By Other (NIC) �mi�a ged Nan° Generator Enclosure O 5 , (E) Building "A" / (E) Generator Enclosure By Other (NIC) 16220 \ By Other (NIC) \ \� B6 Other (NIC) (E) Parking 10 I II I 12 10 1 \ � \ � a te "4 12 13 14 15 l o { IT I 18 15 13 Ule \ 14 15 16 \ Building C" (E) Parking Garage Entrance (2 Levels) Main Entrance to Second Floor (E) Parking Garage Entrance (2 Levels) Keynotes 16130 Trench & Conduit 16220 Generator Back —Up Legend Existing (E) Future Bldg Contract Limit Line Accessible Route (Second Floor Tenant Improvement) (E) Property Line 0332 RECEIVED Crt' /OE TUKWIIA SEF I L (((9 PERMIT CENTER COPYRIGHT PATANO ARCHITECTS, P.A. w any " acorn a tr� auaa a am ar n1.. wx twi PROJECT NO. 429PW DESIGNED BY RG DRAWN BY RDF DATE 9/9/99 CHECKED BY CP /SP REVISKNi SHEET NO. A1.01 2 31 2' -2" +/- \ Mecchankca10 Egdudpment Layout Phan & ®etals SCALE: 1/8" = I' -d' 10 I II I 12 15 6 13 I 14 1,3 I 19 OPYRIGHT PATANO C ARCHITECTS, P.A. ' n any w a uomn or bae t anY ibY �dk QATNqlIcAt Pen nbNn N Ul AAgif1EC15. PA h U unkN M .ibl«t ba crbn Pra muNm. 1' -7 3/4' +/- 10 13 14 16 Keynotes 07180WP Walkway Pads (By Others) 07715MS Mechanical Equipment Screen (By Others) 07500R Roofing, Class B Min. (By Others) 15010ME Basic Mechanical Equipment (By Owner 151640D Overflow Drain 151664RD Roof Drain Existing to Remain (E) New Construction No Work In this Area (N•I•C.) (E) Indicates Existing Gene afi Notes 1. All Dimensions are from finish face (E) to Finish Face of Mechanical Un't, Fnlsh Face of Mechan' cal Equppmen[ to Fln sh Face of Mechan' cal Equ pment and Grid to Grid U N 0. General Contractor to Contact the Architect immediately of any discrepancies. 2. Coordinate with Sheet M0.01 For Equipment Type qcra33z 13 9 RECENED CITY OFTUMMLA SEP I 19 PERMIT CENTER r 9x 44 44 cd g DESIGNED BY RG DRAWN BY RDF DATE 9/1/99 CHECKED BY CP /SP PROJECT NO. 429PW REVISION A4001 (E) 219'-10" 2 (E) 31_7 (E) 30• -0.' (E) 30• - 0.. (E ) 35 ,_ 0 ".. (E) 30._0.. (E) 30._0,.. (E) 31'_7" (E). 15164RD. 1- I SLOPE 1 /4 " /FT. 15010ME, Typ. of 7 by Owner w o w \ SLOPE 1 /4 " /FT. SLOPE 1 /4 " /FT. a ( E)SLOPE �\ 1 /4 " /FT.. 07715MS (E)SLOPE 1 /4 " /FT © ._ ( E)SLOPE w 1 /4 " /FT. I0 ( E)SLOPE 1 /4 " /FT. (E) 1501 ME (E) \ ❑ / ❑I _. ❑ (E) 15m OME \ ❑ \ J ❑ �I I � 1% \ \ o d V � � ��� T) 15010ME erifry Concrete Pad b / u m ❑ n--7 �t o Y\ �� o o � , •iir.�2+ ❑ b ❑ 0 / / /l i//H /. / . - ❑❑❑ ❑ ❑ 0 A oo❑ • / AM o ❑Cow : o o / oo � � � -, #.- � r� .,. H . �� 0 oo W' o (E) o71BOwP (E) Mec . cal ❑ n ❑ ❑ ❑ a ® n n n annnnnnnn�� - _ ( E)SLOPE 1/47E7. � � ® (E) 07180W .. L I • r4 r 4. r g / r ' � y �I,' / / 7 m d 0❑O 0 O0 o O O 0 ❑19: OI1�_ '//��j7 % %Y � � o I ,% % 1r Al ,4 01; �/�.G� �nEllO � I 1_ .. i ® � O110 ❑ 0 i 0 ❑O 0 O ❑Oo ❑O/ 0 a as I 1; 1 / �1 > o /\ w 1 /4" /FT. (E)Deck Below (E)Dec: Below j I ° ' �' o ❑❑ 1110 O (E)Deck Below (E)Deck Below -�® ( E)SLOPE / 07715MS 1 /4 " /FT. (E) / ( E)SLOPE 1 /4 ° /FT. \ \ \ (E) 07500 J \ / ( E)SLOPE 1/4 " /FT. (E) 07715MS 15010ME, Typ o f 10. b Owne (E)Deck Be low r (E)Dec < Below / (F0t0ME, T O y0 (Future) vner ( E)SLOPE 1 /4 " /FT. ( E)SLOPE 1 /4 " /FT. I�- (E)Deck Below 4 // / ;E)Deck Bel. v I L_ r�- 1-4 1 � I I r r 7' -0" 7' - \ \\ `-(E) 151640D / 7' - 8" / 11•_8" 7' -4 " / 20 -4 3/8" +/- 4' 4' -4 7' -8" 7' -8" / 7' -8" 7' -8" 7' -8" —�__�� / 9 �� 2 31 2' -2" +/- \ Mecchankca10 Egdudpment Layout Phan & ®etals SCALE: 1/8" = I' -d' 10 I II I 12 15 6 13 I 14 1,3 I 19 OPYRIGHT PATANO C ARCHITECTS, P.A. ' n any w a uomn or bae t anY ibY �dk QATNqlIcAt Pen nbNn N Ul AAgif1EC15. PA h U unkN M .ibl«t ba crbn Pra muNm. 1' -7 3/4' +/- 10 13 14 16 Keynotes 07180WP Walkway Pads (By Others) 07715MS Mechanical Equipment Screen (By Others) 07500R Roofing, Class B Min. (By Others) 15010ME Basic Mechanical Equipment (By Owner 151640D Overflow Drain 151664RD Roof Drain Existing to Remain (E) New Construction No Work In this Area (N•I•C.) (E) Indicates Existing Gene afi Notes 1. All Dimensions are from finish face (E) to Finish Face of Mechanical Un't, Fnlsh Face of Mechan' cal Equppmen[ to Fln sh Face of Mechan' cal Equ pment and Grid to Grid U N 0. General Contractor to Contact the Architect immediately of any discrepancies. 2. Coordinate with Sheet M0.01 For Equipment Type qcra33z 13 9 RECENED CITY OFTUMMLA SEP I 19 PERMIT CENTER r 9x 44 44 cd g DESIGNED BY RG DRAWN BY RDF DATE 9/1/99 CHECKED BY CP /SP PROJECT NO. 429PW REVISION A4001 III Han�&I &auD SCALE: 1/2" = II1 -0II" LI1 1 Exterior Wail Section 4t I () interior EDeva t on: Room 107 SCALE: 1/4" = 1' -0" 05520AH (Floor Mounted) 6 Eq. Spaces I 1 1 (E) 03500CD f it I I ' II Ramp: Room 105 Face of Steel Frame and Face of Stud 13' -0 (E) T.O. Slab (E) 05120SF 0721081 —R19 (F) 0530050 (0) 052105J B.O. CeilingY 09512AT 09260MS— 3 5/8" X 20GA 07210BI —R19 09260GB —Type X 5/8" 10270CF T.O.omputer Floor (0) 03500CD 0' -0' (0) T.O. Slab 09260MST 6 ' (0) 0512GSF ng Show! 2' -0" 0 CoDdumn DetauD: G(R\1®3 ®B SCALE: 1" = V -0 ". Face of Steel Frame and Face of Stud ® interior WaDD Section SCALE: 3/4" = 1' -0" 5 ili 1 0926056 -5/8" Type XOver 09260MS- 2' X 20GA (Extend to Bottom of Structure for T Fit.) T.O. Computer °r Floor 0' -0" (E) T.O.. Slab `r Face of Steel Frame and Face of Stud (E) 03500CD o/ 05310SD 13' -0" + (2) T.O. Slab (0) 05120SF (0) 0521051 .B.O. Ceiling 09512AT 0926008— 5/8" Type 0 10270CF (May Occur) 09260 MS T.O.Cpmputer. Floor (E) 03500C 0' -0" (E) T.O. 5100* r (E) 09260MST -2" x 20GA Top & Bottom (E) 051205E HandraluD ' l e Rooms 102 0 103, 104, and 105 (E) 05120SF Cob= DetauD: Grid CD SCALE: 1" = 1' -0" (0) 05120SF 10270C (E) 05120SF (E) 05120SF 0926058 5/e T X Ove 09260MS- 2" ,X 20GA (Extend to 6" Above. Finish Ceiling.) 2 -D, 3-D 7-D, 705-D 1 —6 T.O. Computer Floor (E) T.O. Slob Y �■■ r�ir �1 plarr 1001/ g irl/ z f 2" X 20GA 0 6 -5 /8 Tkp X G 09 2 X (E t end to d to 6" Above F h Ceiling.) tL`7 A IN Cofumn Deta D: Grid) 4-C SCALE: 1 1' -0" (Coiumn Detail: Gruel 4-0 SCALE: 1" = 1' -0" ID I! 0926bG6-5/8" Type K Over 09260MS— 2' X 20GA (Extend to Bottom o Tight Fit) f 7M- Qf_Structure for 12 I 14 15 16 I n I IS 1 la COPYRIGHT PATANO ARCHITECTS, PA. ttr=on of any" :471 « m an m Pis s H without .dwn par... of a :TMta IAdYIECR, PA b u ZT na Mmlxt to amtnm Pra.eau «. 13 0 Handra SCALE: 1/2" = 1' -0" 0926009 -5/8" T'1re X Over 09255MS— 2 X 20GA (0) 051005 1' -0 ° Room 105 0 Co0u lmn DetauD: Grid 7 °B SCALE: 1" = 1' -0" 10270CF (Grid. Shown fqr Clerity of Wall! Lay —out) o92 r — : /8" 9 Type. X Over 0endl t 2 X 20 o ' of (Extend) o Bottom f Structura for Tight Fit.) (E) 05120SF C) Co0umn DetauD: Grid 7-C SCALE: 1" = (Cokuuill DetaaD: Grid SCALE: 1" = 1' -0" 14 15 T.O. Computer Floor 0' -0" (E) T.O. Slob 092600B -5/8" Type X Over 09260MS- 2" X 20GA Extend to 6" Above Finish Ceiling. 16 11 key Notes 03500CD Concrete Deck 05120SF Structural Frame 05210SJ Steel Joist 0531050 Steel Deck 05520AH Aluminun Handrail 07210BI Batt Insulation 08110HF Hollow Metal Frame 08211SC Solid Core Door 09260GB Gypsum Board 09260MS Metal Studs at 16" OC. 09260MST Metal Stud Track Cont. 09512AT Acoustical Tile Ceiling 10270CF Computer Floor (By Owner) Legend Gene a1 Notes Indicates Existing to Remain (N.I.C.) Inaicates Wall Type, Coordinate with W1 Sheet A2.01 D cq o33z All Dimensions are from Finis,. Face (E) to Finish Face (N), Finish Face (N) to Finish Face (N) and Grid to Grid O.N.O.. General Contractor to Contact the Architect Immediately of any Discrepancies. Computer Fioor i; ,n ,s Shown as a Guide for the Layout of Walls. (Finish Face of Floor Grid to Finish Face of Wall.) 3. Grid to Grid Dimensions are to be Field Verify by the General Contractor. Dimensions are for Reference only. 4. Seal all Walls at Concrete Floor and at Bottom of Stucture to Provide an Air —Tight Space for the FM 200 fire Suppression System. 5. Provide 5/8" Type 'X' Gypsum Board Typically, as IndiMted ^n Wall Types. 6. Contractor to Coordinate with Owner Vendors for Location of all Rough Opening Sizes. 7. At Roams 102, 103, 104, & 105, use the Computer Floor Grid for Equipment Layout. 5. For FM 200 Tank Size and Locations Coordinate w/ Drawings FM 200 Consultant (By Owner) I8 le RECEWED CRY OF TUKWILA SEP t 4 1999 PERMIT CENTER /4 REVISION SHEET NO. qE0 A qG ,. 1449 PROJECT NO. 428PW DESIGNED BY RC DRAWN BY REF DATE 9 /1 /99 CHECKED BY CP /SP A500.1 (E) 05120SF , (0) T.O. Slab - -1 � \ 082115C / 08110HF J� B.O.Ceiling 4 Note: \ Gyp. Furri how! Not Show for Clarit o pu / T Fl .O o .C orB y o ^ d . (E) T.O. Slab Y / (E) 05120SF III Han�&I &auD SCALE: 1/2" = II1 -0II" LI1 1 Exterior Wail Section 4t I () interior EDeva t on: Room 107 SCALE: 1/4" = 1' -0" 05520AH (Floor Mounted) 6 Eq. Spaces I 1 1 (E) 03500CD f it I I ' II Ramp: Room 105 Face of Steel Frame and Face of Stud 13' -0 (E) T.O. Slab (E) 05120SF 0721081 —R19 (F) 0530050 (0) 052105J B.O. CeilingY 09512AT 09260MS— 3 5/8" X 20GA 07210BI —R19 09260GB —Type X 5/8" 10270CF T.O.omputer Floor (0) 03500CD 0' -0' (0) T.O. Slab 09260MST 6 ' (0) 0512GSF ng Show! 2' -0" 0 CoDdumn DetauD: G(R\1®3 ®B SCALE: 1" = V -0 ". Face of Steel Frame and Face of Stud ® interior WaDD Section SCALE: 3/4" = 1' -0" 5 ili 1 0926056 -5/8" Type XOver 09260MS- 2' X 20GA (Extend to Bottom of Structure for T Fit.) T.O. Computer °r Floor 0' -0" (E) T.O.. Slab `r Face of Steel Frame and Face of Stud (E) 03500CD o/ 05310SD 13' -0" + (2) T.O. Slab (0) 05120SF (0) 0521051 .B.O. Ceiling 09512AT 0926008— 5/8" Type 0 10270CF (May Occur) 09260 MS T.O.Cpmputer. Floor (E) 03500C 0' -0" (E) T.O. 5100* r (E) 09260MST -2" x 20GA Top & Bottom (E) 051205E HandraluD ' l e Rooms 102 0 103, 104, and 105 (E) 05120SF Cob= DetauD: Grid CD SCALE: 1" = 1' -0" (0) 05120SF 10270C (E) 05120SF (E) 05120SF 0926058 5/e T X Ove 09260MS- 2" ,X 20GA (Extend to 6" Above. Finish Ceiling.) 2 -D, 3-D 7-D, 705-D 1 —6 T.O. Computer Floor (E) T.O. Slob Y �■■ r�ir �1 plarr 1001/ g irl/ z f 2" X 20GA 0 6 -5 /8 Tkp X G 09 2 X (E t end to d to 6" Above F h Ceiling.) tL`7 A IN Cofumn Deta D: Grid) 4-C SCALE: 1 1' -0" (Coiumn Detail: Gruel 4-0 SCALE: 1" = 1' -0" ID I! 0926bG6-5/8" Type K Over 09260MS— 2' X 20GA (Extend to Bottom o Tight Fit) f 7M- Qf_Structure for 12 I 14 15 16 I n I IS 1 la COPYRIGHT PATANO ARCHITECTS, PA. ttr=on of any" :471 « m an m Pis s H without .dwn par... of a :TMta IAdYIECR, PA b u ZT na Mmlxt to amtnm Pra.eau «. 13 0 Handra SCALE: 1/2" = 1' -0" 0926009 -5/8" T'1re X Over 09255MS— 2 X 20GA (0) 051005 1' -0 ° Room 105 0 Co0u lmn DetauD: Grid 7 °B SCALE: 1" = 1' -0" 10270CF (Grid. Shown fqr Clerity of Wall! Lay —out) o92 r — : /8" 9 Type. X Over 0endl t 2 X 20 o ' of (Extend) o Bottom f Structura for Tight Fit.) (E) 05120SF C) Co0umn DetauD: Grid 7-C SCALE: 1" = (Cokuuill DetaaD: Grid SCALE: 1" = 1' -0" 14 15 T.O. Computer Floor 0' -0" (E) T.O. Slob 092600B -5/8" Type X Over 09260MS- 2" X 20GA Extend to 6" Above Finish Ceiling. 16 11 key Notes 03500CD Concrete Deck 05120SF Structural Frame 05210SJ Steel Joist 0531050 Steel Deck 05520AH Aluminun Handrail 07210BI Batt Insulation 08110HF Hollow Metal Frame 08211SC Solid Core Door 09260GB Gypsum Board 09260MS Metal Studs at 16" OC. 09260MST Metal Stud Track Cont. 09512AT Acoustical Tile Ceiling 10270CF Computer Floor (By Owner) Legend Gene a1 Notes Indicates Existing to Remain (N.I.C.) Inaicates Wall Type, Coordinate with W1 Sheet A2.01 D cq o33z All Dimensions are from Finis,. Face (E) to Finish Face (N), Finish Face (N) to Finish Face (N) and Grid to Grid O.N.O.. General Contractor to Contact the Architect Immediately of any Discrepancies. Computer Fioor i; ,n ,s Shown as a Guide for the Layout of Walls. (Finish Face of Floor Grid to Finish Face of Wall.) 3. Grid to Grid Dimensions are to be Field Verify by the General Contractor. Dimensions are for Reference only. 4. Seal all Walls at Concrete Floor and at Bottom of Stucture to Provide an Air —Tight Space for the FM 200 fire Suppression System. 5. Provide 5/8" Type 'X' Gypsum Board Typically, as IndiMted ^n Wall Types. 6. Contractor to Coordinate with Owner Vendors for Location of all Rough Opening Sizes. 7. At Roams 102, 103, 104, & 105, use the Computer Floor Grid for Equipment Layout. 5. For FM 200 Tank Size and Locations Coordinate w/ Drawings FM 200 Consultant (By Owner) I8 le RECEWED CRY OF TUKWILA SEP t 4 1999 PERMIT CENTER /4 REVISION SHEET NO. qE0 A qG ,. 1449 PROJECT NO. 428PW DESIGNED BY RC DRAWN BY REF DATE 9 /1 /99 CHECKED BY CP /SP A500.1 _ , • 4 S ( 9 g 10 I 1 12 13 14 15 I 10 1 10 IQ PATANO ARCHITECTS, P.A. 41 tr, ores of su. ww, wniwut min :0"' ' QATMla AgC1111EC1a, PA b = of M aublmt to uenlnm w rutbn . ♦ ♦ � tl\ul ®IL�a key Notes e , ® ®m Finish Schedule 06402AS Adjustable Shelves G be Melamine Flnien. 064028E Radius Edge. 06402KV Drawer to have KV Heavy 06402PL Exposed Surface to be Plastic Laminate. 06402WP Door and Drawers to have 4" Wire Pulls. ADA Accessible. 06402RE Radius Edge 08110HF Hollow Metal Frame 08211SC Solid Core Door , ROOM NO : ROOM NAME FLOORING CEILING WALL FINISHES - NOTES MTRL BASE MTRL. HEIGHT NORTH EAST SOUTH WEST 100 Corridor VCT - -1 R8 -1 AT -1 — P -1 P -1 P -1 P -1 1,2 � 101 Storage VCT -1 RB -1 AT -7 — P -1 P -1 P -1 P -1 1 b646'Zbb'90Z B' NOVN6VM 'Zi05. LOfOG9 "80Z b ONtl01 3N3LO 9- tl0300 30N3Atl NN3153M LOST 84', 1fr. 30N3Atl N,',02.5 bZb 06402PL 06402AS " 2 -9 3' S" -} 102 Collocate CF -7 RB -1 AT -1 P -1 P - 1 P -1 P -7 1,3 . 103 Collocate CF -1 RB -1 AT -1 — P -1 P -1 P -1 P -1 1,3 . / / \ \ 104 105 - ' Collocate Trans./Switch R. CF -1 CF -1 RB -1 RB -1 AT -1 AT -7 — — P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 1,3 1,3 _ 708 Sto�a9e '' CF -1 RB -1 AT -7 — P -1 P -1 P -1 P -1 1 QCIY11G14! V ©IECZA,C7cfl 107 108 Battery Room Electrical SC -1 SC -1 SC -1 SC -1 AT -1 AT -1 — - , P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 '. 1, SC. 4" Base 1, SC 4" Base 109 110 Break Room Storage VCT -1 , VCT-1 . RB -1 RB -1 AT -1 AT -1 — _ P -1 P -1 P -1 P -1 P -1 , .P -1 P -1 P -1 1 06402WP I Notes Finish Not 1. Interior Hollow Metal Door Frames to be Painted P -2. Doors to be painted P -1. 1 ° i I 2. Provide Corner Guards at Corridor 100 as Manufactured. by IPC Door and Wall Protection Systems 821290 or Equal. 3. Computer Floor — Provided and Installed by Owner 1. -0.. 06402PL 06402BE 1... Lie of Untenor Finish '', aterials E evatuore., Roo 09 CODE MATERIAL MANUFACTURER ()interior SCALE: 1/2" = 1' -0' VCT -2 e Vinyl file Ai ck 1/8 Standard Grade (Color Per Owner) Burks 4" Rubber Base (Color Per Owner) RB -1 Rubber Bose 4" Coved + ♦ ♦ ♦ �� �� � � P - 1 P -2 Pain Paint (2) Coats of K ell y M re 1610 Satin — Low Sheen (2) Coats of Benjamin Moore Alkyd Impervo #134 Enamel (Door Frames) x / R`A�t CF -1 AT Cornpu ter FI or'nq Acoustical C ling Tile 24' x 48' : C Tec /Tec— Core /Tec Cor II:Tate —Seres 600 Wood Core Rating 1200 Ibs /s. f. — Static Displaced Surface Wood Core USG Interiors Vinyl Rock #3270 _. 06402KV 06402WP 06402A5 06402PL SC -1 Sealed Conc ete Two. Parts Rustoleum Epoxy #9100 and #9107 Activator 08211 SC ,=.4° '°°°' / \\ \ / \ p pp/ y /�\ \ pp lP / pp // / \ p \ pp P/ / � `tise p � T �� 9ED r AA` l j. °tq 1/v If k 3 0 X � I l\ \ i Room O9 Kitchen Casework Section Q V �yp�o➢ O interior EDevaUUor o 2 ._ 3 .. 3._ 1 ._ 3 " / 2• 6 " Room 109 IA G E / a SCALE: 1 -1 /2" = 1' -0'• SCALE: S C 1/2" = 1 -0" \ D qui - 06402PL 06402AS 06402WP _ N - 06402PL Iii f \ ,.,. 06402PL. VQ cG 06402WP 06402A5 ■ : Pac West TELECOMM, NC, Tenant Improvement O6 4 02WP ' 06402PL /--- 064028E - 06402PL 064026E • 06402PL / 064028E 4 °4 / � 06402wP 06402WP it 06402PL \ / - -- \ , II II _ —_ --Il ' � Y 11------ - — 0640245 ti 1\ L r — EL., / cl7v T r.•alu \ , �[�� Aces o e PEP 1 PROJECT NO. m 42 29PW / Room 109 Kitchen Room 109 Kitchen Room 109 Kitchen ((��°°��11 Section ��11 C rp Section n /- (� o11�(�14� ®u0 �•' ® ®���� Sink Casework Dishwasher \\.��� «' Room 109 Kitchen Section DRAWN BY RDF DATE 9/1/99 CNECXE0 BY CP/SP REVISOR SHEET NO. /�,\ °°�� O U�o ®L C N PERMIT CENTER O• eye(�lti®m� F-0" SCALE: 1 -1 /2" = 1 -0" SCALE: 1 -1/2" = 1• -0" O CO O O J 2 3 4 5 6 8 9 0 Ii 13 h Pac West 11 ellecomm, Inc. Tentant = mpwovernent 12301 Padfic Highway South City of Tukwila, Washington Se r w ngs Do 1 999 12 3 I 14 Ed Set # 16 pq-a3?z 11COEIVFO cm OF TUK'M Eb" o 11194 PERMIT C"', 4 EH COPYRIGHT Au PA �1 TTA bb NO ARCHITECTS, �ni w e any w� tl�Y o PATAt1 IA to cr 3, PA Y u and r * sub, to WMM aroma.* AE ge�J•i_VIVI 4— ie W � d ® • g ou co 2 PINOJECf NO. OESONED BY NO • 1 • Of COM AMNON '!T NO. .... Point 'C iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii +TT TTTTITTTTTTT+ TT T iiiiiiiiiiiiiiiiiii . 3r � 3/-u arwm. Lb ww.u. °ee " vl Building Exiting / Code Floor Plan SCALE: 3/32 " =1' -0" Applicable Codes 1997 Uniform Building Code 1997 Uniform Plumbing Code 1997 Uniform Mechanical Code 1996 Uniform Electrical Code 1997 Uniform Fire Code Occupancy Classifications, Table 3A Occupancy Type Group Occ. Description 8 Switching Station H7 Battery Room Occupancy Separation, Table 38 Separation Between B & H7 - One Hour Allowable Area Increase Section 504/505 Side of Distance Building to Public Way /Yard North 100 -0" East 01' -0" West Separation on 3 Sides Allowable Increase: 20.2.5% = 50% Increase Allowable Area and Area Increase Summary - Section 505 J Automatic (Sprinkler) System Yes, and Fire Suppression System by Owner (FM -200) The entire building shall hove a fully automatic, wet & dry pipe fire protection system in accordance with the requirements of U8C Chapter 9, section 904, System shall be design- ed a. submitted to the fie marshal for approval prior to Installation, Fire Alarm System. Yes, Provide By Owner Bu'd4g shall na4e fire Barn system in occur dance with 0,8.C. 303.9. System shall be designed . submitted to the fire marshal for approval prior to instgllgtion, OcauPangy Group Basic Allowed Point "D �wryy 1 1 x ^Ir ^t TTT ThaiTT + ls,TT TY TTTTTTTT TTTTTTTTTTT IT T +TTTTTTTTTTTT - TTTTTTTTT } � �ttfi t tttItfifiT T T, � , TTTTTTTTTT I 1 T T1 - 1 - 1 - T T T TT +TTTTTTTTTTTTT"11 -T T T - T 1 1 T TTTiiii TT -T_tt TTtt -ttTS 1 iiiiiiiiiiii T ! G I T T T TTT T TT Ttt7 TTTTTT tT -- T 777 x -1 TTTT -TTT T!iTTTTTTTTT. - - T k l7 7TTT t•.17TTTT Tt'TTT - t 1" t7rt -- T TT T T ' Tilt 1 777 ( ", °A i t�9 °1 f ! T7- 1 t i' rtrtrt YYYt - - T 7T7777 T TT7T7TY - r - r Tt t i l t T ! ! i l l ! , 7T7 �7 T7��'T- rT' rtrt - r - rtrtrt -r Description Electronic Data Processing Gel Battery System Multi % Increase % Increase Allowable Actual Story for Location For Fire Area Area Sprinklers 50% 0% UL 36,000 18,047 • Wall Ratings for Bearing and Non - Bearing Exterior Walls Table 5A I Occupancy Exterior Exterior Group Wall Wall Openings (Bearing) (Non - Bearing) NR NR Prot less (Existing) (Existing) Than 20' -0° H7 ( hr. NR 1 NR Protected less (Exist) (Existing) Than 20' -0" Protection of Openings in Exterior Walls Table 55 Occupancy Requirement Group Construction Type Not Permitted Less Than 5 ft. Protected Less Than 2M -0" Occupancy Height Group Allowed Type II 1E) Exterior Beoring Walls Interior Bearing Wails N) interior Non - Bearing Walls E) Structural, Frame 7a manent Partitions e Ethers E ceiling (E) 50<111 nclosures (0) Starway Conslruclion 1 I too l Actual Dist. to P.L. Greater Than 20' -0" H7 Not Permitted Greater than Height Restrictions Table 5B, 4 Stories Max. B 4 Stones / UL feet Actual Stories / Height Pain 1 Story / 13' - 0" +/- H7 4 Stories / UL 44 1 Story / 13' - 0" +/- Specific Requirements - Construction Type Chapter 6 Group Construction Type Materials 8, H7 Type II- Sprl?k , Structural Framework Shall be of Structural Steel, Iron, Concrete (5 Lieu of 1 -4 or Masonry (Existing) construction) Fire Receive Requirements. Table 6 Requirements UL Assembly NR NR NR NR NR NR NR 1HR 1HR v tm o Mechan,m snarl Description Exit 1 Exit 2 Occupancy Desarlptlon. + ++ + + +- + + -1=++ --F - E =r-=+ + ++ +r+- 5 + +F+ +1+- 1 - +I--H +F-0-+ + + 1 +F +- F ++F + +F- 4 ++- T-= !--1 -+ +F+- I++ +F+ +1=+ +F-F +F =+ ff 1 I I I. Z I 1 1 1 1 1 1 1 - F - I Ord 1 - H T TT T . -1T--1 RH (� rT�"- l" TF - TH - T TTTTT TF�" -1 Tt T - F TF - F TTTF =T r„+ rr FTktTk Tk TF F T TT _ T - Fi ""f TiT�TFT +TFTFE - I - F - �T T T Ff T F -1" - F� T LT� T t 1T T �l" T �11- T TTIT�TF�"-7f4T1TTTF T'Tt T ( T: • • r s • - TTTFf"f T"H+ TTTTrr Tt - r - - I I 1 1 , I • Pant TTTFTtT TTTHf T T''T IT S I T THIEF -LT TT TT'T itTT T T Diagonal Distance 4M -4" Point A to Point B 160' -0" Point C to Point D 84' -4 - +++M-1- + 11- `s;15 -t- -F-)- F' +14 -1-- -H+ ++ +1,-+ +I++ 4-1+4 + ++I-+F-F=F-[-=F- -F+ +F- F= F- F =Fi-= I IE-1- F-I- F- -F- Dia Distances for Buildin d Rooms Re Two or More g Ex its. Corridor Room #100 Storage Room Room #101 Collocate Room #102 Collocate Room #103 Collocate Room #104 Transmission & Switch' Room #105 Storage Room #106 Battery Room Room #107 Electrical 1 1 Room #108 6reakraom 1 Room #109 Storage Room .� Room #110 Exit Width - '.Section 1003.2.3 (Total Occuoarit Load I x Occupant Load Factor) / 1 Fxit Width Required Exit Width E:dt Width Required Provided. 7x .2 = 1.4" 72" 7 x .2 = 1.4" 36" Arrangement of Exits - Section 1004 Distances of One -Half of Diagonal. 1/2 Diagonal Distance 20' -2" Travel Distance Section 1004.2.5.2.2 Maximum Exit Path Allowed: 250' -0" Point A to B = 160' -0" < 250' -0" Max. Allowable Exit Path Distance Point C to D = 84' -4" < 100' M.. Allowable Exit Path Distance Occupant Load and Exiting. Chapter 10, Table 10A SF /Occupant Occupants Load Factor 1121 s.f, /100 634 s,f. /300 1438 s,f, /300 1714 s,f, /300 2717 s,6 /300 4194 •f. /300 162 a.1,/100 664 .,f, /30b 150 8,0, /300 283 s.f, /100 1677 e,f. /300 2) z) 14) ( 2 ) 3 (6) Min. 2 Exits Req. When O.L. 50 30 30 30 30 30 30 30 30 30 30 Totals 14,754 net 8.1, 14 Occupants Required /Provided Number of Exits Based on Q.L. 1 Required /Provided Number of Exits. Based on Actual Max, Exit Dlstancee' Note: Occupant Loads in Parentheses (2) Indicate Non.- Accummulative Qecupanl Loads, Required Number N umber f Exits Exits Location Map Not To Scale Appendix Chapter 29 Number of Plumbing Fixtures Required: Group B 1404 S.F. / 200 = 7.02 Occupants 1 Unisex Restroom Required (See Table A -29 -A, Note: 3) (Warehouse) 13,350 / 5,000 = 2.67 Occupants (E) 2 Male Water Closet Provided 1 Unisex Restroom Required. (E) 1 Male Uial Provided (See Table A -29 -A, Note: 3) E) 3 Female Water Closet Povid E) 2 Lavatory rn Provided ®Ea Re stroom Restroom Specific Requirements Section 707.2 - Insulation and Covering on Pipe and Tubing Shall have a Flame Spread Rating Not to Exceed 25 and a Smoke Density not to Exceed 450 when Tested in Accordance with UBC Standard 8 -1. Section 707,3 - Insulatlon Materials, Including Facings, Such as Vapor Installed Within Roof Ceiling Assemblies and Walls Shall Shall have o Flame Spread Rating not to Exceed 25 and a Smoke Density not to Exceed 450 When Tested in Section 804 - interlor Finishes Shall be Maximum Flame Spread Class III for B Occupancies. Rooms or Areas and Class II in Exit Ways. Section 807.1.1 - Tollet Room Floors Shall Have a Smooth, Hard, Non- Absorbent Surface Which Extends Upward onto Walls at Least 5 ", SeatIon 807,1,2 - Tollel Room Wells Within 2 Feet of the Front and Sides of Urinals and Water Closets Shall Have a Smooth, Hard Non- Section 1003.3,15 - ' Toilet Doors Shall' Swing To The Fully Open position When An Opening Force, Not to Exceed 35 Pounds is Applied t0 the Latch Side 00.01 01.01 ' E2.01 03.01 1 E3.02 03.03 04.01 04.02 E4.03 05.01 E6.01 E7.01 Project Team: Chris Pata o, Pr clpal- Seattle, Wash. Sherri Payne, AA, Principal -Las Vegas, Nev. 2480 East Tompkins, Suite 103 Las Vegas, Nevada, 89121 (702) 435-7234 Fax (702) 435-6478 FL Rene' IGalaviz, Project Manager Raymond De F8ppis, Intern Architect Cory Newkirk, Intern Brain j. Miller, Intern Co I1skitaJ s: Mechanical, Plumbing, & Electrical Engineering: Harris Consulting Engineers 731 Pilot Road, Suite L Las Vegas, NV 89119 (702) 269-1575 (Phone) (702) 269-1574 (Fax.) [Lost of Draw s (Cover Sheet A0.01 Drawing Index / Building Code Analysis / Locaton Map A0.02 Construction Sequence Plan / General Notes Architectural A1.01 Site Plan / Details A2.01 Floor Plan / Wall Types / Door Schedules & Detail A3.01 Reflected Ceiling Plan & Details A3.02 Cable Rock Layout Plan and Details A4.01 Mechanical Equipment Layout Plan and Details 45.01 Sections and Column Details 45.02 Interior Elevations, Casework, Details and Room Finish Schedule. Structural N/ A Mechanical MOOT HVAC Legend and Schedules M0.02 Schedules and Diagrams M2.01 HVAC Plan M2.02 HVAC Roof Plan Pl4PmlD9nK P2.01 Plumbing Plan Electrical FILE COPY I weld! St ila that the Phil Clio. approvals ore .; a hl;�c l I n an ui s and n!n!::s :l nd app, oval nl I n: do,. 1n1 ,1111ht Ihl vlollnut• al dnV look, co.., 0 Mdllihncn. Rndelpl of • over l' ms' allovvindprsl SEP.14ATf PERMIT REQUIRED 1,11. tJ 5Ei , v.. •,CAL L] ELECT712CAL Li 0I- 55014 l Ct;," 7101143 CI00 07 TUKWILA ED'JILDINO DI V IBION Electrical Legend and Light Fixture Schedule Electrical Site Plan Lighting Plan Partial Power Plan Partial Power /Data Plan Roof Plan Special Systems Auxiliary FM 200 Plan Auxiliary FM 200 Plan Single Line Diagram Panelboard Schedule Electrical Details %v ;$ovs 1'o i�-s -99 1gq 0332 ruuc�;,em fn COPYRIGHT PATANO ARCHITECTS, PA. a=n of any ocean e of any po N Ws work .a.dna. a and Au M toE PA is Wm' M abject b ctmrnM pmsnNan. 1a. 1(•44 W z LY ccS rd 4d PROJECT ND 429Vw DESKO1ED err NO GTE •/'m atom NY dVIP er,NElola _ 'guT N0. ._.. _ A0.01 • Notes to General Contract ©r 1. The drawings are prepared to show the Architect's intent in the Design anci Construction for this project. In all matters related to the use or interpretation OT these various drawings. the Architect's / Owners Representative's xritten statement shall be considered fin, 2. All constructions & materials shall be equoi to or exceeci minimum requirements of the current editions of the uniform building code , and all requirements of the various governing agencies. 3. All work is to be complete, operoble and accomplished in a neat and workman like manner in accordance with the best practices of the various triodes and to the satisfaction of the Architect and/or Owners Representative. 4. Verify all dimensions and site conditions before storting work. The Architect shall be Notified of any discrepancies. Construcbon Sequence Noes The schedule was developed for the convience of the general conotractor. in orcier to complete the project with-in the compressed timeline. These are recommendations. the general contractor is still responsible for the means and methods. The general contractor will still be held responsible to complete t o a orderly matter and on time. Area 1. Insta , stud Ils (s rting t the o. ! ti e location), c nduits one! •utlet ver head equipmen ducts, sprin rs. 2. Install and prepare Gypsum board for painting per roorn finish schedule on sheet A5.02. follow with installation of suspended acoustical ceiling system and lighting. 3. Prepare and finish existing concrete slab for floor finish and allow to cure pre-manufacture's recommendations 4. Install racking per she. A3.02 ( Coordinate with Al Ctel drawings), follow with computer floor system (coordinate with sheets A2.01 provided and installed by owner.) 5. Paint all expose surfaces, before Carr electric. Al Ctel equipment, Mechanical equipment. doors and handrail installation. 6. Provide and install all additional equipment and finishes not mentioned above. I I 1 I 1 AC SCALE, 1,45" s - Construction Se 41 _ ) ueoice 5. Should discrepancy appear on the drawings, or in work done by others that effect the work. notify the General Contractor and the Architect once for instruction. If the Contractor proceeds with the work affected without written instruction from the Architect, the Contractor shall be responsible for any work resulting in damage or defent. 6. No portion of the work requiring a shop drawing of sample subrnission shall be commenced until the submission has been approved by the Architect. All such portions of the work shall be in accordance with approved shop drawings and samples. 7. All patching, repairing and replacing of materials and surfaces cut or damaged in exception of work shell be repaired with applicable materials so thct surfaces replaced will upon completion, match adjacent surfaces. 8. Maintain the job site in a clean and orderly condition, free of debris and litter. Each subcontractor immediately upon completion of each phase of his work shall rernove all The general contactor is to verify that all work hos been completed by the shell contractor, before commencing work under this permit. If any work has not be cornpleted by the shell contractor, the generol contractor shall notify the project architect at once (P.m° Architect. RIC) of any discrep cies of wo done them; that affect the work under this permit, for instructions. l etc.. Area 2. Install and prepare Gypsum board for painting per room finish schedule on sheet A5.02 follow with installation of suspended acoustical ceiling system and lighting. 3. Prepare and finish existing concrete slob for floor finish and allow to cure pre-manufacture recommendations 4. Install rocking per sheet A3.02, follow with computer floor system (provided and instrolled by owner) with she. A2.01. Starting at finished face of south wall. 5. Point all expose surfaces, before Carr electric, Mechanical equipment. doors. and handrail install- 6. Provide and install oll additional equipment and finishes not mentioned above. 1 I --1 -1- f I-1 7, I I I 1 I 1- -1 - 1 I 1;1111,1111_ 111111111111 ' 1 1 1 I 1 1 i 1 1 1 I I 1 1 1 I 1 1 1 1 1 1 ' 1 I 1 1 1 1 1 110'1,1111 if IT 1 i 711-1 1 .1 , 4 1 , 1111111 1 I ' 1 ma= 7 1 ', 4-11-4-411--114 I 1 llil'it I 1 , 1 1,1,1 ---- • 1,1 ,1 li-1-11.1411111111-1-411-1 4- I p , 1 1 , IINNINE•111111•1111111111111111111/1111111•111111••••=11.111111111•111 11•1111111MMIIMINNIIIMMIIMUNIII. H I I I 1111111 1111111 1 ;- 1111111 I ,I11111 1 1 I111111 T 1 1 , I 1 1 1 1 1 I - - - inumilumnmimumm 111111•11111•11=111=11111.11•111111N1111.111111111 llan/Generil notes • (E) 219-10" 1 1 1 1 1 ; H-1 F- ,- 1 1 I qT TT 1 - 1 - 4 - 1 rn-r-r7ri ri-11111 11111111111111111 ti 1 1111111111111111111111 9. Gmstal Contractor apply for and ob.. Ute C.clatractoc's sotle apex., d necessary construction p.mits required by appficebfe beading 03e CF. 41,1ietC10, Citgr and munty agencies_ 10. Instegl all most..., items, m.erials end equipatett strict accordance With the manufacturer's recommend, specifications. spectricalty noted wad approved by the Ar.itect_ 11. Use only new rn.erials grades and types speciffd nottess noted otherwise_ Commtee ofi all work and motes:cis for a minknorn one (9) year_ 12. Schedule the work in manner which rrikienizes cfisroption to the owner's operation_ 13. Notify the Architect and/Or Owners Repree.stafive mire, G nferairmenn. fady-eiOtit (48) hours prior to the disruption of any Mffity Secure . areas the WC. site each day upon leaving the premises. Work may over lap from area to area. but ea. area should be camp.. os dose final finish before moving on to next area. 1 ;,..%° 11 i,=7,11°`01s c ,=-7de b ■VoZiforct?,,P7,7T. 4711 'eer A5-c "'°" 3. Prepare and finish existing concrete slab for floor finish and allow . cure pre-monsfecture's recommendations 4. 145.11 racking per sheet 03.02. follow w. computer floor system (provided and installed by owner) with sheet A2.01. Storting at finished face of south wait 5. Paint all expose suMues, before mechanical, equipment, doors, 04d hon.. 6. Provide and install all additional equipment and finishes not mentioned Move. -I- -1- - 1- 1 1 1 1 4 _1 I L 1_11 J111111111 11111111 I I 11 I F 1 FJ I 1 1 1 r - 4 l r i 1 r I 1411- II-11n _L _J L J_ _J L 1 _J L .1. 1 I 1 I I T I 1 1 r t I 1 7 4 I . I I ' 1 1 - 1 r - _r_r I 11111111111111111111111111111 -- 111 111111111111111 Ti 1 1 1 r 1 1 1 1 1 1 1 • I I I 1 1 I I I 1111 I 11 I H L 15 16 14. All Tenats, and their consultants and contractors shall comply with the requirements of the Sabey Corporation Landlord's Cover Sheet Go. 1. This Sheet can be obtain from the Sabey Corporation Project Architect for This Building. 15. The Contractor Shall Prcvide As-Built Modifications to Architectural, Mechanical, Electhcal. Fire and Smoke Monitoring Detection Systems on Reproducibles Supplied by the Contractor. Such As-Built Drawings will be Completed, Subrnitted, and Approved by the Owner Prior to the Final Payment. 16. Provide Non-Combustible Blocking in all Walls to Support Cabinetry, Shelving, Bathroom Fixtures, Display Roils and all Other Equipment or Improvements an Required. 17. Art Approved Public Safety Key Box Shall be Installed Adjacent to the Main Entrance and Shall be Clearly Visible and Mounted within Ten Feet of the Ground. The Key Box Shall Contain Keys to Open Doors or Other Access Means at the Following Locations: Area D 111101111111M10 1. Install metal s Ping. etc.. 3. Prepare and finish existing concrete slab for floor finish and allow to cure pre-manufacture's recommendations. 4. Install racking 941 00441 03.02, follow with computer floor systern (provided and installed by owner) with sheet 02.01. Storting at finished face of east wall. 5. Paint all expose surfaces, before mechanical, equipment, doors, and handrail installation. 6. Provide and install all additional equipment and finishes not mentioned above. hill 1 - F 1115 35'-0" (E) 30 (E) 30 1 mil 1,1111i THIT5 - Fri - TT - 141 - 4T -t 4,-4-114J4-1H- 4-1,4-4-1----1- 1 q 1 1 I I 4 I 4 1 4 1 lIL t - r-1 - 1 1 (1 Lii 1H , tl 1-14 1- t 1-1-1 HH 4 rr-1 Ir-- I 1 h r 1 t 1 ! 14 1 j i f I Ir"H In--- 11-1-1-- LI- l- L4 -1-11 - 1 4 - - _ _ __ I 1 1 1 _1_ _ t - ME 1 11. 111511/ 7 11 I 1 1 1 1 H 1 7 I + 1 1 1 I I 1 1 I I lIl I 1 11 - I - 1 0 - -- -- .„1- 14 1 14 1 F Itr I 1 IF 1 0,1- 1 1 I 4 I 4 1 4 4 I 1 4 1 r r t I r _ _ 1 EL--1 _b__[ 1 th. 1 1 11 T I 74 1 -1,1 (E) 31' 1 4 1 1 L J 1 41-1 0 - - --5-- --1- CD cc) 1 7 Legend 18 The Main Entrance Rooms Containing Control Valves for Automatic Sprinkler Systems Rooms Containing Fire Alarm System Control Panels Rooms Containing Elevator Equipment Rooms Containing Main Electrical Service Panels. The Key Box Shall Contain Keys That Operates the Elevator Recall and Emergency Override Systems. All Keys Shall be Clearly Marked as what Door, Room, Area, or Lock they Serve. ■w Indicated Limit of Area COPYRIGHT PATANO ARCHRECTS, P.A itsVon of any wo% without Inf. warm.. of PATANO ARM-MECTS. unlawful and oulajwat to aim. N... 1 1) U °) o uu rd PJECT NA 429PW CIESICNIO) CY ID CRANIA!! _RCP 0/y9li MCKIM St WIN ROAM SNIT ND. A0.02 Door Schedule DOOR Na DOOR S9ZE HOW SET DOOR FRAME LABEL HOUR SIGN TYPE REMARKS TYPE MTRL FIN MTRL. HEAD JAMB SILL 101 3-0 X T-O 11W-1 1 SC P HM B 8 - 20 min - ExHtivg T - -0' X T HW 7 SC P HM B B - 45 min - /� shell Bldg. 102 T X 7 :iw - 1 1 SC P HM B B - 20 min �sx 1o2a 3-O' X 1--IC HW-1 7 SC P HM A A - N/A - 103 3-0' X 7 - 0" MW-7 1 SC P HM B 8 - 20 min - 104 T X TO HW 7 SC P HM B B - 20 min - 104a 3-0 X r Hw-i 7 SC P HM B B - 20 min - 1 05 3 X 7 1-1W -1 1 SC P HM B B - 20 min - iDSa --or X Y HW-1 SC P HM B B - 20 min - 06 3-0` X T-0' Hw-1 7 SC P HM B B - N/A 107 3 - 0" X T HW 7 SC P HM A A - 60 min - 107a 4 " - 0' X 1 HW-1 1 SC P HM A A - 60 min - S08 -Or 7 -0 MW-2 t SC P HM A A - N/A - 109 3 -0" X 7 - HW-2 1 SC P HM B B - N/A - 110 4' -0 X 7 - MW-I 1 SC P PM B B - 20 min - Existing 4 " -0 X 7 HW-1 1 SC P HM A A - 45 min - shell Bldg. 1tom -..do:Aiii■AMMI■ ∎_ SC HM _A _ 20 min - ' . O S A 2" - X 7 -0 ' HW-3 1 SC P HM � A - 20 min - Typical Non- Bearing W3 Sim. Except Use 3 5/8" Studs and Batt Insulation of ell Walls Adjacent to Exterior Windows Wa�O Types Not to Scale Fbor Nan SC (E) 03500CD O Solid Core O Door & Frame Types SCA: 1/2" = 1' -0" Door Abbreviations HM = Hollow Metal SC = Solid Core P = Paint TT 15 r r BAT RY STRING Battery Room C AC l for l C AS Um cam 300 HVA SIPS (Non - Occupied Space) I' Collobab -f -1 l takt- 1_+-- I - -I_� I. I - 1.... - _ _ L _(Non Occ4Pied_Spbcb) 1 _ _ ( °l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 I l T l l I i I I` I I _ I -" I 1 J _L _L 1 n il1111� n _ 1 1 M I Pp FM 00 Ta k F 20 T nk 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ---- 1 r1 r T_ _ r r r - T l, r --- r_ r 1 1 1 I r - T 1 r 1 -r 1 1 - r - I -- T - 1 - 1 - - - -- T - m,„ . ...., 41111 41111111111111111 - - 11 ®11 111111111111111111111111®1111®1111®®® _ 9 1 . _1 . T � r T 1 r "f _r -- r a--1 T EL-. 1 - - .!_ - r , ...- r - 1 - -, I - 1 L , r�q I.... [ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .... . . . . . . . . . . . . . . . . . . . . . . . . .1 1 1 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 }_. T- LAP- 4 -I -+-- 1 F M200 Tan(r 1 1 1 1 1 1 1 101 1 1 1 1 c1 1 N LN N r - 1 I--µ-- I v--- {— µ-- I—µ - -, 1 1 TNt -.._ I' -1 �"'- - _ r11-r _. ..._ h h Ir n7 ® µY � µ'.r -- r ` Y - I P 1 V _ L `" ,__ Y ` -� i Y ` 1 1 1 Ir' r c 1 NT-I 1 Nr I N-r� t- N -r - -t- r 1 11 tF - h— i t — i I a 'Li_ r ll u 1 T T T 1 a 1t1�- I- - -- I- -1- -I - - -1 Cbllobatel -1 - 1- -1- 1 1' '1 1 1 1 1 1 1 1 j101 1 1 .110/ 1 V /// ®Y ! f t■ 7 t cov/dJY�vi➢LBrllftl (E) Deck Below 200 Tank_. -r- 1 -- .1.. - (E) 30' -0 3' -3 " +/- LL 2 ' -6 Y -10 - 1 ... r , ca I wy fep n l..(� I_ I, 1 zo 0 I I T ank 0. I L _ I t I 1 02 1 r i I I TraSwins @tch lit Ronland ogm I I l,_ 105 -11 1 1 _. ..(Non - Occupied Spdoe)i I r 3(7 Oq. trsiIll, . 1 _.. z Z - ¢._ 3.os �. 2_I z0¢_ . ;os_I.z.of_ J.03 -I s.az �. �. -I- 1 _ 1 1 1 1 � iew I wcs 1 1 I I I I I 4L d■Aa11Vld■■IDII _ _ 1.0a - i r -� I � r� 1-= T r S 2 I J A, 1 1 1 1 1 1 III ■A� ■s ■ I 11 N!■ S ■I■N YY■�I■■� ■� ■ AI ■I ■1 ■A ■C llIMIII Structural Brace 219' -10' (E) 35-0" (E) 30 " -0 8" 5 1/2 31'1-6 3/4' (E) Deck Belo P0205 Td k 1 I 1 (�JM -Obc t d Sdacb) 1 Keynotes 03500CD 08110HF 08211SC 09512AT 09260DS 09260MS 09260MST 09260GB 10270CF 10270CFS e end 8 Conc're'te Deck Hollow Metal Frame Solid Core Door Acoustical Tile Ceiling Double Stud Metal Studs 0 16" o.c. Metal Stud Track x Cont. Gypsum Board Type X Computer Floor (by owner) Computer Floor Support (by owner and installed by contractor) Existing to Remain (E) New Construction (N) Not 0 Contract (NIC) Indicates 2' -0" x 2' -0" Computer Floor (12" Above Existing Conc. Slab). Manuf. by InterfaceAR Indicates New Walls, Coordinate with wall Types. Equipment by ALC -TEL for Future Expansion. Equipment by ALC -TEL to be installed per current work order. (Double line indicates front of cabinet. typically) Equipment by ALC -TEL to be installed prior to current work order. Door Hardware Sched ode 3 EA. Hinge 1 EA. Storeroom Lock 1 EA Closer 1. EA Wall Stop 3 EA Silencers Lockset -HOLD Rhodes (less cylinder) 626 Schlep, Store Rm. function Lockset L 9080PEU 38 Pigtail Wired to Card Reeder. Closer 7500BF Aluminum Norton Closer LCN 4100 Series Electric Strike -6211 630 Von Dup. 24 Volt Electric Strke 6212WF 630 Von Dupre 24 Volt Threshold -171A 36 Mill Pemko Threshold -171A 36' " (1/2" tall x 5" wide) MITI Pemko Threshold 174A Pemko Door Shoe 217AV 36' & 48 Mill Pemko Seals S88D 17 & 20" Mill Pemko Drop Door Seal 430CR Pemko GeDe a1 Notes Hw . HW_2 TA2714 4- 1/2x4 -1/2 8206 LNL EAB351 -P9 1276CCS 1229A Same as HW -2 Except as noted Ad Delete Silencers d' 1 Set smoke seals S88D( Head and Jamb) Dur Pem 1) Hardware Manufactures above may be Substituted fur r $ Schluge if all Min. Requirements are meant and approved by Architect. G -. 1. All Dimensions are from Finish Foce (E) to Fioish Face (5), Finish race (N) to Finish Face (N) and Grid to Grid U.N.O.. General Contractor to Contact the Architect Immediately of any Discrepancies. 2. Computer Floor Crld Is Shown as o Guide for the Layout of alls. (Finish Face of Floor Grid to Finish Fuca of Wall.) 3. Qrid to Grid Dimensions are to be Field Verify by the General Contractor. Olmenolone ore for Reference only. 4. Seal all Walls at Concrete Floor and of Bottom of Slucture to Provide an Air - 'Fight Space for the FM 20Q lire Suppression System, 5. Provide b /B" Typo 'X' Gypsum Boord Typically, ' ue Indicated on Woll T'ypee. O. contractor to cooralnate With owner venaore IOr F� Llatn 1! lgng /r E09. 7. 2 3 0. & i th e� fle e Computer y B. Port FM 200 Tank 57;0 and Locations Coordinate w/ Urowings FM 200 Consult ,t (By Owner) 9. Fort Room Finish Schedule see .onset A5.02 D9q- 0332 oy Pm aOS 632 MCK 605 BAR, ,� 696 SAR �$ 5 605 TRI n GRY TRI , o�M O r c 0 S g$` ro COPYRIGHT PATANO ARCHITECTS, P.A. V hre reword. PeVruOnnan w ew w.xwy vwt ar nl. wa wNaet wrleen is N c od subject ax to c PA. re unawed M eubteet to criminal p Wrn ,o.,d n,odnaare> u� o� we wwxau.,0 ew Wa�.ra. W � cti PRO= NO 42APW ROAN@ e !IA 9/1/1111 . _� CliECKIM flH�S1011 iK CS{&9 MEET WI, A20W 4 I -I 14 111 1 11111 Typical Non- Bearing W3 Sim. Except Use 3 5/8" Studs and Batt Insulation of ell Walls Adjacent to Exterior Windows Wa�O Types Not to Scale Fbor Nan SC (E) 03500CD O Solid Core O Door & Frame Types SCA: 1/2" = 1' -0" Door Abbreviations HM = Hollow Metal SC = Solid Core P = Paint TT 15 r r BAT RY STRING Battery Room C AC l for l C AS Um cam 300 HVA SIPS (Non - Occupied Space) I' Collobab -f -1 l takt- 1_+-- I - -I_� I. I - 1.... - _ _ L _(Non Occ4Pied_Spbcb) 1 _ _ ( °l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 I l T l l I i I I` I I _ I -" I 1 J _L _L 1 n il1111� n _ 1 1 M I Pp FM 00 Ta k F 20 T nk 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ---- 1 r1 r T_ _ r r r - T l, r --- r_ r 1 1 1 I r - T 1 r 1 -r 1 1 - r - I -- T - 1 - 1 - - - -- T - m,„ . ...., 41111 41111111111111111 - - 11 ®11 111111111111111111111111®1111®1111®®® _ 9 1 . _1 . T � r T 1 r "f _r -- r a--1 T EL-. 1 - - .!_ - r , ...- r - 1 - -, I - 1 L , r�q I.... [ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .... . . . . . . . . . . . . . . . . . . . . . . . . .1 1 1 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1 }_. T- LAP- 4 -I -+-- 1 F M200 Tan(r 1 1 1 1 1 1 1 101 1 1 1 1 c1 1 N LN N r - 1 I--µ-- I v--- {— µ-- I—µ - -, 1 1 TNt -.._ I' -1 �"'- - _ r11-r _. ..._ h h Ir n7 ® µY � µ'.r -- r ` Y - I P 1 V _ L `" ,__ Y ` -� i Y ` 1 1 1 Ir' r c 1 NT-I 1 Nr I N-r� t- N -r - -t- r 1 11 tF - h— i t — i I a 'Li_ r ll u 1 T T T 1 a 1t1�- I- - -- I- -1- -I - - -1 Cbllobatel -1 - 1- -1- 1 1' '1 1 1 1 1 1 1 1 j101 1 1 .110/ 1 V /// ®Y ! f t■ 7 t cov/dJY�vi➢LBrllftl (E) Deck Below 200 Tank_. -r- 1 -- .1.. - (E) 30' -0 3' -3 " +/- LL 2 ' -6 Y -10 - 1 ... r , ca I wy fep n l..(� I_ I, 1 zo 0 I I T ank 0. I L _ I t I 1 02 1 r i I I TraSwins @tch lit Ronland ogm I I l,_ 105 -11 1 1 _. ..(Non - Occupied Spdoe)i I r 3(7 Oq. trsiIll, . 1 _.. z Z - ¢._ 3.os �. 2_I z0¢_ . ;os_I.z.of_ J.03 -I s.az �. �. -I- 1 _ 1 1 1 1 � iew I wcs 1 1 I I I I I 4L d■Aa11Vld■■IDII _ _ 1.0a - i r -� I � r� 1-= T r S 2 I J A, 1 1 1 1 1 1 III ■A� ■s ■ I 11 N!■ S ■I■N YY■�I■■� ■� ■ AI ■I ■1 ■A ■C llIMIII Structural Brace 219' -10' (E) 35-0" (E) 30 " -0 8" 5 1/2 31'1-6 3/4' (E) Deck Belo P0205 Td k 1 I 1 (�JM -Obc t d Sdacb) 1 Keynotes 03500CD 08110HF 08211SC 09512AT 09260DS 09260MS 09260MST 09260GB 10270CF 10270CFS e end 8 Conc're'te Deck Hollow Metal Frame Solid Core Door Acoustical Tile Ceiling Double Stud Metal Studs 0 16" o.c. Metal Stud Track x Cont. Gypsum Board Type X Computer Floor (by owner) Computer Floor Support (by owner and installed by contractor) Existing to Remain (E) New Construction (N) Not 0 Contract (NIC) Indicates 2' -0" x 2' -0" Computer Floor (12" Above Existing Conc. Slab). Manuf. by InterfaceAR Indicates New Walls, Coordinate with wall Types. Equipment by ALC -TEL for Future Expansion. Equipment by ALC -TEL to be installed per current work order. (Double line indicates front of cabinet. typically) Equipment by ALC -TEL to be installed prior to current work order. Door Hardware Sched ode 3 EA. Hinge 1 EA. Storeroom Lock 1 EA Closer 1. EA Wall Stop 3 EA Silencers Lockset -HOLD Rhodes (less cylinder) 626 Schlep, Store Rm. function Lockset L 9080PEU 38 Pigtail Wired to Card Reeder. Closer 7500BF Aluminum Norton Closer LCN 4100 Series Electric Strike -6211 630 Von Dup. 24 Volt Electric Strke 6212WF 630 Von Dupre 24 Volt Threshold -171A 36 Mill Pemko Threshold -171A 36' " (1/2" tall x 5" wide) MITI Pemko Threshold 174A Pemko Door Shoe 217AV 36' & 48 Mill Pemko Seals S88D 17 & 20" Mill Pemko Drop Door Seal 430CR Pemko GeDe a1 Notes Hw . HW_2 TA2714 4- 1/2x4 -1/2 8206 LNL EAB351 -P9 1276CCS 1229A Same as HW -2 Except as noted Ad Delete Silencers d' 1 Set smoke seals S88D( Head and Jamb) Dur Pem 1) Hardware Manufactures above may be Substituted fur r $ Schluge if all Min. Requirements are meant and approved by Architect. G -. 1. All Dimensions are from Finish Foce (E) to Fioish Face (5), Finish race (N) to Finish Face (N) and Grid to Grid U.N.O.. General Contractor to Contact the Architect Immediately of any Discrepancies. 2. Computer Floor Crld Is Shown as o Guide for the Layout of alls. (Finish Face of Floor Grid to Finish Fuca of Wall.) 3. Qrid to Grid Dimensions are to be Field Verify by the General Contractor. Olmenolone ore for Reference only. 4. Seal all Walls at Concrete Floor and of Bottom of Slucture to Provide an Air - 'Fight Space for the FM 20Q lire Suppression System, 5. Provide b /B" Typo 'X' Gypsum Boord Typically, ' ue Indicated on Woll T'ypee. O. contractor to cooralnate With owner venaore IOr F� Llatn 1! lgng /r E09. 7. 2 3 0. & i th e� fle e Computer y B. Port FM 200 Tank 57;0 and Locations Coordinate w/ Urowings FM 200 Consult ,t (By Owner) 9. Fort Room Finish Schedule see .onset A5.02 D9q- 0332 oy Pm aOS 632 MCK 605 BAR, ,� 696 SAR �$ 5 605 TRI n GRY TRI , o�M O r c 0 S g$` ro COPYRIGHT PATANO ARCHITECTS, P.A. V hre reword. PeVruOnnan w ew w.xwy vwt ar nl. wa wNaet wrleen is N c od subject ax to c PA. re unawed M eubteet to criminal p Wrn ,o.,d n,odnaare> u� o� we wwxau.,0 ew Wa�.ra. W � cti PRO= NO 42APW ROAN@ e !IA 9/1/1111 . _� CliECKIM flH�S1011 iK CS{&9 MEET WI, A20W SCALE: 3/4" — 0 0 0 (E) 3 (E) 30'-0" (0) 30 (E) 35-0" 0 0 0 (E) 30 . on Mil ,a. Mr -'=.,–• .--■,..------ --,-.. 1111111111111111 IT" —61 " 1611. " 121. 1111111111111111111111111111111 irf ,. SZEMWENIMEmodam•mmmmwomMimmomm. imputilm —.0wAratramourisamilm Nomma 1111111111111111POMMUMEM IME11111111111 IIIIMMIMMI.IMIII 11111 NOVIIIIIIIIIIIIIIIIIII MIMINIZIN WEEPONSHITIM11111111111111111111 imenummoiammomm merammaimummenim numenun mwmirmEmrimm• iiirotkr-rorum 7 orms umndismonom , _ muntliorlithiiiimr ' r ' INEMIlommuni s r 1 1111111MEHMUMMENNE L 11121111111111911PIPIEPPO - 1 IMMUNNE E onnombirdrismesn ,,,,,,, , rct A nimpuippora m0 , rj 1 1111111111111111 4,,,,,r.011111111MMILMIIIIMA-.9 IMPOMMIn , 1 '' ro -tram unwpworm EMIEMP MI u. -2ffirmrn-MagalawrIZISMynararAM-21%rnmiliimmilimiir muoMorm MiiiiiiMillEgl I. A _ei Nom 111111111111111111••■•=..11•11qm.117 MI 1 .. IPOUREEMBIERMENIP I limm u nu m ....• mon •....... ................................i.-6.... ani mil • .. - IINIEMPUIM / EPZEINIMMEMERIEUUMMINIMAINEMEMEMMElmilliimillimilmbrinalrimpginum 91 mrommmElimmilldidkorlormaniammijn MINNIIIIMIHIMIMMIIMINIUM o •miiiimiwoodkomiimbdirizrzarzram!2.7: ... ..P.PPormum t i monderinkinumarommannums , re= ow . somummoom om m .....i.....miiiima.i.oriaum 1 os - ... ....................... 11 , / 1 1 1111 1 •1111111111 1 11 1 MI MI li 2AT Reflected Cang Pan 2.17 (E) 219 • 1 16 Keyr•otes OP512AT Acoustical Tile Ceiling Legend IJ 2 x 4 Light Fixture , coord. [-] Genera° Notes 1, Grld to Grid Dimensions are to be Field Verify by the General Contractor. These Dimensions are for reference only. 2. Battery. TransmIttion Room and Collocate Equipment Shown for Clarity only. coordinate With Sheet 22.01 Floor Plan. 3, Coordinote with Sheet A5.02 for Interior finishes 4, Coordinate with Sheet A3.02 and h12.21 101 Mechanical Equipment ( Exhoust, Intoke, 010.). 5. All isay—in Aosstisal Grids, Light Eisldrss and Dllfusers Shell be Instolled and Secured Psr 9.11.0. Section 4704, Standord 47 ( Supplement), for qor thyuake Zone III, Intermediate Duty, Existing to Remain Existing to be Removed No Work in this Area (N.LC.) New Walls, Coordinate with Floor Plan on Sheet A2.01 and Wall Tapes 5/8" Type 9 Cyp. Bd. on 6 Ceiling Joist at 16" o.c. (Cordinate with Wall Type W2 on Sheet 02.01) 2 x 4 Suspended Acoustical Ceiling System per UBC Standard 25-2 Sheet E2.01 Equipment by ALC—TEL for Future Expansion, shown for cioritity only. Equipment by ALC—TEL to be installed per current work order, shown for clarity only. ( Note Double Line dIcotes front of cabinet typically) Equipment by ALC—TEL to be installed prior to current work order, shown for clarity only. -03 PATAN0 PA. tn=rn of any p= thb PATANO t lig n MS, PA le krlul and abject to cemtnal prtZation. maccy NO. 4211PV , 10CSONED BY NC °PAN BY lef 9/1/90 CHECK0) COVIP 1-99.R.1 A3.01 M SCALE: NONE SCALE' ",: t w t'_0` Cable Rack Mounting Detail ° Cable Rack Mo unt g Detail SCALE: NONE 1 I ... '±:11.- r -I -I - -1- i I l- -1 I T(� CI `? y fIeLI- + I 1 -1 I F -J -1 1- r d - = L_I _ I_- 1 I L' I L 1_ 1 (0-2)_ I 1 1 I I FN1200 Tbnk I I , 1 is vl Ai,.../K1-50-.' tII 1 I111VIIIINl11'111111 ill1118111�4111111111111111 '1!!1111 '111i11I1111E • Il�illl ■ r�� Iv1u i gre �IV11� 11a w m n. 'IOIei3➢i 1O r Y� VIII V�Ilti�B�L����1�J��� �i 1111111111111 nllululluli111Yiil3illti� IInn11n milaunl �. 11161111111111i111i1111111111 1111111 n� Lfl t3'azDUmuoo v uuubl� �u u* ® !E.* ^a 111111 lilt;'° IIIIIIIII111111111i11iiiiiitui II' 11111ililllll '111.1'S1LI!I�:II...II I - i 1451111.6. f� . . _i_- _ (4 - 1111111II II 1'1111 1 1 IIII'lliiiili 1ii1111 11iiiiiii i ii:1,' r 1 1 110 11 w - 1114MP I 1�I�AI�I�M��I�A� -ll 1 •All M20D Tbnk� •. ••• � _ ._ r I r 1 r - 1 � - -. `1 1 ,.,,, I r - ._ __ Lo r • 1 I TrOIs iPI Ron l any I I I 1 I I I I 40 $ RQ, 1 1 1 1 1 11 1 _ _ 1 ! - _ IHIIIIII ?Jlll�ill I I ... I l 111 1 1 1 1 1 - . , (tion-f0eeapted- Spaee)f I- F I _I _ t -.1 __I_.. l I 1 _. l l I_. I - L _I 1. 2 -2' -0" wide ble L 2' -0° wide Cable Racking tr ut 5' -0" Ca Racking tr ut 5' - 5' -0" long unstr shown long unstr ®5' Anchored to (E) cone, c. Anchored to (E) slab as required by slab as required local codes by local codes able Rack Layout Man & Details ( For Reference Only, General Contractor to Coordinate with Aictd Drawings nstr o.c.l Anchor concrete slob, typ of rooms 102, 103, and 104 Ism 2 WIO,IECI 110. •41Dal Tromp .EN s aa 1Y IX ° /Ip! 11EM1101 . —.- A3002 102709E Cable Rack 1 " -3 Un,strut (E) 03500CD es.5B H/A3.02 Beyond O Typical Cable Rack ( Type A ) Section SCALE: NONE 12 4 15 16 17 ° Typical Cable Rack ( Type B ) Section SCALE: NONE mate Cable rack to be supported unstrut 5'-0" o max Anchored to (E) concrete slab as required to meet local codes. 0 .- r IM2 °nr 1 1 f, 1 -1 l _rNt =1 Nt -r Nt It it µ µ ��µ - hrµ 1 I' III II �I II �I I II •- 1 = 1 a ' s 1 � Ot1 t �r{4 1rF Ir I I mt. �=h � l -F 3t N 1 - - r - it I m It t er Nrt r Nr n F E � s f g - 1 i �I II �I I 1 - � �� � � "(IF ir hr '4 E 4 le) g r'4 !I!I!191!!IIIIUPII!!IIII _ ENO 1 •h�2o rynk _ - I 10 II It 1111 I! I I I I - Illill!IIIII . I El I I ® I ® t N1 fi i.7'�T. 01 F r prµ E 1 µ 11-4 _ h- = i 14 1 :1 Ir__Ir ® Ir Fr-pi '1'T 4.1 Nt -5 I IL L --1 j �'- . -4' -- - 1 - _.I =.I // - I- aIU -LJ n�.1a 1.�n'aom s, - - amxreo+Vl,m,sasw,.l , qfs il�i�li ��12� AG - -_ IIII! 1111 11111IP1IIIIII !11IIIN1111111i1111111gy R� 1 , � - =1 - 1 1 4- I A E III91It1111II191fl1L:O__ _. i1 l I "� ! ! � I C � ■ , ° Bj1 RY $T NG 3 I I - � I L i 4 „ i J,0 -' -- Batter Room l ry I !� � I �{ - 1- - 1 - - m c+ .`,'..7_ 10 .1 I I 11 I = I - 1 & - 6 m v EA own-o... led SP..) 1p �I ,� -1 r I; E 1= 1 3 9 ^ N -1 ,- - . ,II I =I 1 1 PNL UST. PRO . �� PNL ,R209.-.. (E) 30' -O (0) Deck Below 0) 219' -10" r 7 - I - 1 7 - I - 7 7 -I- r 7 " - I -, 7: - r t - I I 1 L 1 _ J I. 1 I' r1 rT1 - rT1 — - rT - - r n - r T - 1 1 7 - T - 1 rT - i - I T r T 1 rT1 - rT + �� — iiii lii� I 1111111111111 1 III 11' 1 1111111111 1111'111111 III 11111110111111111 II Iil1VIIIIIIIII1111I11111iI11i 'IIIIII:III 'T7- - r T1 -141 - -- '1 T I - - r-r- - r- I .._.7 =r -.. ®u.�.0 ®iioi ' iiii ® ■iiI iii - ii® 111111111111111 1 11 HI I 111111 IIIU1111u1111IIIIIII !1111111111 I III'I IIIII11111111III T - 1 - r - r - I - 1 r - r -1_ l Ol�iii� iiOiOiiiiiiOiiiiiO�i iiii® 11111111111111 '1 11 1 1 /101111111 11'1111111111111 I III IIIItI11111I1II 11111111111131 1111111111 II I1IIIIIVIIII11111111 - I -- - r T 1 I - TT_ - T I__f T - I - .. r 7�1111i� iirnii ii® i ® ® ®ii ® ® ii ®iiii! mum Nun 1111111 VIII 1 1111'11 I,Ilillull!1I111I1111111 111111111111111 IIIIIIIIIIIIII 11111111 MO (0) Deck Below 2 U' wde Cable. Rack un tr 2 -0" long strut ® e' -0" 0.9,, Anchored to (E) concrete slab, typ of rooms 102, 103, and 104 All elevations ore from existing concrete els. to bottom of cable rock, Keynotes 03500CD Co. 10270CF 18 General Notes 1. All Dimensions are from finish face (0) to Finish Face (N) Finish Face (N) to Finish Face (N) and Grid (E) to Grid (E), U.N.O.• General Contractor to contact the Architect immediately of any discrepancies 2. Grid (E) to Grid (0) Dimensions ore to be Field Verify by the General Contractor, These Dimensions are for reference only. 3. Computer floor shown as reference for rack location, coordinate with sheet A2.01, for equipment layout. r - 9 - 0 - ) ; 1"," indicates cable rack width, 5 ") indicates vertical height for cable rack. Apply rubber end caps to cable rack ends 7 Provide unistrut support at 5'-O" o c Max. (U.N.O.Postened to existing concrete aloe, Cable Rack Manufacturers as follows, . Newton B line /Saunders Day Tel 1/.4_Tgberler,Slde Bar 144 9. (4) Indicates existing (N) Indicates new to Computer Floor (provided by owner an installed by contractor) COPYRIGHT PATANO ARCHITECTS, P.A. NI ®e we. a ay va nr fns .onr PAS CCIS, PA b unbw and aubjeet b almbwl Prnucneal. 1 I Site Nan SCAB E I' . 30' -0' C) Enhr ed PDa Generator Endosure SCALE: 1/16" = 1' -0" (E), Main Entrance to Second Floor (E) Building "A" (E) Parking �U�na11 1 10 (E) Parking • ( E) Parkin Gorage Entrance Levels) (E) Parking Garage Entrance (2 Levels) 8 ou \ e\aCd 1 10 Keynotes Legend cr 10 16130 Trench & Conduit 16220 Generator Back —Up Existing (E) Future Bldg Contract Limit Line Accessible Route (Second Floor Tenant Improvement) (E) Property Line IS �- lq - D33Z COPYRIGHT PATANO ARCHITECTS, P.A. of a am ny. rse cart m rtan„eu or ' sion of PATNg ARCIIRECTS. rki PA b unlawful and we7aet N vfnNM gorMbn. rare �wao o� wrr® r- wisen.rr.. BIM NO. sex PROJECT NO, DOWNED BY NB DRAIN BY ref M1E ilA CHECKED sr PAP_ M Ni M K H F 'E 1 14 Ij A4!0 SLOPE 1 /4 " /FT. (E) 31-7 v • 15010ME, / T of 7 by yp. Owner ■ MIME ■ (E)Dec Below (E)Dec Below (E) 150ME ,. (4) 07715MS Pia / 4 - -i -- -- T � SLOPE 1 /4 " /FT. AP ( E )S L O P E 1 /4 " /FT. ( SLOPE 1 /4 " /FT. (E) SLOPE 1/4 " /FT. (E) 30' -0' (E)Deck 0 0 0 0 Below (E) 07180WP ❑ IL � (E)in9E —(F) 07180WP As Needed rr ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L 75' 0a / 0 01( n' —a" \ 0 ICI • • o I p_ (F) 15164RD 151640D i 20' -4 3/8" /- 15010ME, y p. (Future) by T 0 nor ( E)SLOPE 1 /4 " /FT. (E) 07715MS ( E)SLOPE 1 /4 " /FT. I "Ari ( E)SLOPE /4 " /FT. rr ODE] El ❑ II* O. L ( E)SLOPE 1 /4 " /FT. 00 .'.Q / \0 0❑ 010 /n ilk ' Fl Fl lannn 111E TT1 DOM -I❑❑IM(E) 07180w \\ \\ Et:17 10 0El0 Do ]o 000 olio 10 000 E0 0E1 (E) 07.00 (E)Deck Belo 7 (0) 15010ME tE) 15010ME erifry SI .e .k Location) RalsedConcreto Pad ( E)SLOPE 1 /4 " /FT. ( E)SLOPE 1 /4 " /FT. (E) 07715MS 15010ME, T p. of 10, b Oy wna I __ ( E)SLOPE 1 /4 " /FT. ( E)SLOPE 1 /4 " /FT. (E)Deck Below (Meek Below ( E)SLOPE 1 /4 " /FT. (E)Deck Below (E)Deck Below SC ALE: ' /P' • 1' - 2'— +/— ;E) 1516400.. (E) 30' -0" MechankkaU Equipment Layout lean & Detas (E) 219' -14" (E) 35' -0" 13 PROJECT NO. 429Pw CESIONED BY RC - SY FOP WOE 5 K CP MOON SIM No. A4.01 Tom IL� 4 —7 (2) 30' -0" 12 (E) 30' -0" 1' -7 3/4" +/ — (E) 31' -7" ie 17 I 10 I i O -0 Legend Keynotes 07180 WP 07715MS 07500R 15010ME 151640D 151664RD (E) Gene afl Notes Walkway Pads (By Others) Mechanical Equipment Screen (By Others) Roofing, Class B Min. (By Others) Ba40 Mechanical Equipment (By Owner Overflow Drain Roof Drain Existing to Remain (E) New Construction No Work in this Area (N.I.C.) Indicates Existing 1. All Dimensions are from finish face (E) to Finish Face of Mechanical Unit, Finish Face of Mechanical Equipment to Finish Face of Mechanical Equipment and Grid to Grid U.N 0 General Contractor to Contact the Architect immediately of any discrepancies. 2. Coordinate with Sheet M0.01 For Equipment Type. Del 011 BY TAM.% ')EP) ! 1;14y P00)YIT NTEN COPYRIGHT PATANO ARCHITECTS, P.A. m f any ucffin or a any a Ws work PATYA ARCIZCC15, P Y:boll and subject to ubnM proecWlm. 1' -0 Ha ndrapD Ramp: Room 105 SCALE: 1/2" = 1' -0" SCALE: 1/4" = F -0" ()interior EDevatuono Room 107 05520AH (Floor Mounted) Exterior Wall Section 6 Eq. Space T.O. Computer Floor L® 0 Callum Deta D: C R1®3 —B SCALE: 1" = 1' -0" 0926005 -5/8" Type X Over 09260MS- 2' X 20GA (Extend to Bottom of Structure for Tight Fit.) 0' -0 " J_ (E) T.O. Slob Interior Wall Section SCALE 3/4" I' -0" (E) 05120SF 2" X 20GA (Extend to 6" Above Finish Ceiling.) 0 Handrail looms 102 0 103, 104, and 105 SCALE: 1/2" = 1' -0" lr, (E) 05120SF 0926056 -5 /Si Type: X Over09260M5— CCobmron Detaufo Grid `/ SCALE: 1" _'1' -0" 2 —D, 3—D 7- D,75D- (E) 05120SF 0926000 -5/8" )pe X Over 09260M5— 6" Above Finish Gelling.) CCoDumn Deta D: Grid 4 -C SCALE: 1" = 1' -0" C) Column Deta D: Grid 4—D SCALE: 1" m 1 —0" Handraill SCALE: 1/2" = F -0" 10270 —CF (Grid Shown for Cierity of Walt Lay —out) 0926098 -5/8" T X Ove r 09255M5— 2 J( 20G. (E) 0510os a Column Detail: Gruel 7 °B SCALE: 1" = F -0" O Collumnl Deta : Grid 7 — SCALE: 1" = F -0" 14 CALE: 1' d 1' -0" Room 105 Column Detail: Crud 8 -D -) ' -I —6 } T.O. Computer Floor (E) T.O. Sla 09260GB -5/8" Type X Over 09260MS- 2" X 20GA Extend to 6" Above Finish Ceiling. key Notes 03500CD Concrete Deck 05120SF Structural Frame 052105) Steel Joist 05310SD Steel Deck 05520AH Aluminun Handrail 07210BI Batt Insulation 08110HF Hollow Metal Frame 08211SC Solid Core Door 09260GB Gypsum Board 09260MS Metal Studs at 16" OC. 09260MST Metal Stud Track Cont. 09512AT Acoustical Tile Ceiling 10270CF Computer Floor (By Owner) Legend Genera Notes 18 I IS Indicates Existing to Remain (N.I.C.) Indicates Wall Type, Coordinate with 1 Sheet A2.01 X 99 - 1. All Dimensions are from Finish Face (0) to Flnlsh Face (N), Finish Face (N) to Finish Face (N) and Grid to Grid U.N.O.. General Contractor to Contact the Architect Immediately of any Discrepancies, 2. Computer Floor Grid Is Shown as a Guide for the Layout of Walls. (Finleh Face of Floor Grid to Finish Face of Wail,) 3, Gild to Grid Dimensions are to be Field Verily by the Genergl Contractor. Dimensions ore tar Refarenga only. Seal all Walls al Concrete Floor and at 0ottom of FM 200 to Provide fire Suppress to Air —Tight Space for the FM 200 ion System.. 5. P r T 0oord Typically, as Indicoled an Wail Types. 6. Contractor to Coordinate with Owner Vendors for Location of all Rough Opening Sizes, 3. Af 6600,6 1, 103, 04, di 105, u" the Computer Floor Grid for 02 quipm layout. ft. For FM 200 Task Siza and 1, ,Olione Cvordinale w/ Drawings FM 200 Consultant (8y Owner) ReoENRD Cf5 DR TUNWIIA SEP t lya9 PCRIMTCFN1ER PYRIGHT PATANO CO ARCHITECTS, P.A. All V rme ow wprg thA bm�daaon or ow von a mb .one a ATAtq ARCI111ECI5, PA b uMaeful iW ablest fo ulm(nof pmezutla,. `ITrT•1. Mw 2 C PROJECT NO. 429PW DlSiO ED EN ND DONN Br RDIr MEWED IT �,�5► MOON MEET ND" A5.01 (E) 05120SE 0" (E)T.O. 13' S11 //\ 08211SC 08110HF \\ B.O.Ce'I'ng Y Note: �/ �� al Gyp.' Furri Not Show' for Clarity Floor Beyond 0. „ �� (E) T.O. SIa (E) 05120SF 1' -0 Ha ndrapD Ramp: Room 105 SCALE: 1/2" = 1' -0" SCALE: 1/4" = F -0" ()interior EDevatuono Room 107 05520AH (Floor Mounted) Exterior Wall Section 6 Eq. Space T.O. Computer Floor L® 0 Callum Deta D: C R1®3 —B SCALE: 1" = 1' -0" 0926005 -5/8" Type X Over 09260MS- 2' X 20GA (Extend to Bottom of Structure for Tight Fit.) 0' -0 " J_ (E) T.O. Slob Interior Wall Section SCALE 3/4" I' -0" (E) 05120SF 2" X 20GA (Extend to 6" Above Finish Ceiling.) 0 Handrail looms 102 0 103, 104, and 105 SCALE: 1/2" = 1' -0" lr, (E) 05120SF 0926056 -5 /Si Type: X Over09260M5— CCobmron Detaufo Grid `/ SCALE: 1" _'1' -0" 2 —D, 3—D 7- D,75D- (E) 05120SF 0926000 -5/8" )pe X Over 09260M5— 6" Above Finish Gelling.) CCoDumn Deta D: Grid 4 -C SCALE: 1" = 1' -0" C) Column Deta D: Grid 4—D SCALE: 1" m 1 —0" Handraill SCALE: 1/2" = F -0" 10270 —CF (Grid Shown for Cierity of Walt Lay —out) 0926098 -5/8" T X Ove r 09255M5— 2 J( 20G. (E) 0510os a Column Detail: Gruel 7 °B SCALE: 1" = F -0" O Collumnl Deta : Grid 7 — SCALE: 1" = F -0" 14 CALE: 1' d 1' -0" Room 105 Column Detail: Crud 8 -D -) ' -I —6 } T.O. Computer Floor (E) T.O. Sla 09260GB -5/8" Type X Over 09260MS- 2" X 20GA Extend to 6" Above Finish Ceiling. key Notes 03500CD Concrete Deck 05120SF Structural Frame 052105) Steel Joist 05310SD Steel Deck 05520AH Aluminun Handrail 07210BI Batt Insulation 08110HF Hollow Metal Frame 08211SC Solid Core Door 09260GB Gypsum Board 09260MS Metal Studs at 16" OC. 09260MST Metal Stud Track Cont. 09512AT Acoustical Tile Ceiling 10270CF Computer Floor (By Owner) Legend Genera Notes 18 I IS Indicates Existing to Remain (N.I.C.) Indicates Wall Type, Coordinate with 1 Sheet A2.01 X 99 - 1. All Dimensions are from Finish Face (0) to Flnlsh Face (N), Finish Face (N) to Finish Face (N) and Grid to Grid U.N.O.. General Contractor to Contact the Architect Immediately of any Discrepancies, 2. Computer Floor Grid Is Shown as a Guide for the Layout of Walls. (Finleh Face of Floor Grid to Finish Face of Wail,) 3, Gild to Grid Dimensions are to be Field Verily by the Genergl Contractor. Dimensions ore tar Refarenga only. Seal all Walls al Concrete Floor and at 0ottom of FM 200 to Provide fire Suppress to Air —Tight Space for the FM 200 ion System.. 5. P r T 0oord Typically, as Indicoled an Wail Types. 6. Contractor to Coordinate with Owner Vendors for Location of all Rough Opening Sizes, 3. Af 6600,6 1, 103, 04, di 105, u" the Computer Floor Grid for 02 quipm layout. ft. For FM 200 Task Siza and 1, ,Olione Cvordinale w/ Drawings FM 200 Consultant (8y Owner) ReoENRD Cf5 DR TUNWIIA SEP t lya9 PCRIMTCFN1ER PYRIGHT PATANO CO ARCHITECTS, P.A. All V rme ow wprg thA bm�daaon or ow von a mb .one a ATAtq ARCI111ECI5, PA b uMaeful iW ablest fo ulm(nof pmezutla,. `ITrT•1. Mw 2 C PROJECT NO. 429PW DlSiO ED EN ND DONN Br RDIr MEWED IT �,�5► MOON MEET ND" A5.01 Room Finish SchedUe ROOM NO. List of biterior Finish Materials CODE MATERIAL 1 MANUFACTURER VCT -2 Vinyl Composition THe Aaadr - 1/8" Standard Grade (Color Per Owner) (Burk RB -1 P -1 Rubber Base 4 Coved Paint - 4" Rubber Base (Color Per Owner) 1(2) Coats of Kelly Moore 1610 Satin - Low Sheen P -2 CF -1 Paint Computer Flooring 1(2) Coots of Benjamin Moore Alkyd Impervo #134 Enamel (Door Frames) 1C -Tech Core/Tec -Car II:Tate - Series 600 -Wood Core Rating 1200 Ibs /s.f. - Static Displaced Surface Wood Core AT -1 SC -1 Acoustical CeHmq THe 2, z 48" Sealed Concrete IUSG Interiors Vinyl Rock #3270 1Tro Pats Rustoleum Epoxy #9100 and #9101 Activator AT -1 - I P -1 P -1 P -1 Room Finish SchedUe ROOM NO. ROOM NAME FLOORNG CE FANG NORTH WALL F EAST NISHES SOUTH WEST NOTES DATRRL B ASE MTRL HEIGHT 100 Corridor - UCf-1 18-1 AT -1 - P -1 P -1 P -1 P -1 1,2 101 1 02 Stooge Cdomte VCTi 1 RB R3-1 AT -1 AT-1 - - P -1 P -1 P -1 P -1 P -i P -1 P -1 P -i 1 1,3 103 104- Collocate Collocate CF-1 CF-1 18 -f P2-1 AT -1 AT-1 - - P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 1,3 1,3 105 Tims/Sada Rim,, CF-1 143-1 AT -1 - '.. P -1 P -1 P -1 P -1 1,3 106 107 Storage. CF-1 Battery Roam SC-1 i8 -1 S.-1 AT -1 AT -1 - - P -1 P -1 P -1 P -i P -1 P -1 P -1 P -1 1 1, SC 4' Base 106 109 ilectricd SC-i Break Room VCE -1 SC-1 18-1 AT -1 AT -1 - - P -1 P -1 P -1 P -1 P -1 P -1 P -1 P -1 1, SC 4 Base 1 110 Sfdroge VCt-1 18-1 AT -1 - P -1 P -1 P -1 P -1 1 Room 109: Kitchen O Casework 'Section (Typo) SCALE: 1 -1/2` - 1' -0" 06:D2PL 06402AS 06402WP 06402WP 06402AS 06402PL 06402PL 06402AS 06402WP 06402PL 064028E 06402PL Room 109: Kitchen Casework Section Dishwasher SCALE• 1 -1 .i 2 = P-0 08211SC 08110HF interior Elevation: Room 109 SCALE: 1/2" = interior EDevat on: Room 109 0 SCALE: 1/2" = 1 ._ 0 " 2 -41 Room 1109: Kitchen 0 tCasew� ark Section \\ l/ SCALE: 1 -1/2" = 1' -0" 06402PL 06402AS 06402WP 06402PL 064028E 06402WP 06402PL DouHe Sink Room Fah Notes 1. Interior Hallow Metal Door Frames to be Panted P -2. Daces to be milted P -1 4 2. Provide Comer Guards at CarruEz iW as Mmufachaed by IPC Door and Wall Protection Systems 821290 or Equal. 3. Computer Floor - Provided and lasted. by Owner Room 109: Kitchen Casework Section JJ SCALE; 1 -1/2 - 1' -0" un R frigeratoo SCALE; 1 = 1' -0" 5 12 13 14 la I:! PROJECT HO. 428PM OCISO1RC QY RO OR1RIt OY MP 017E 00/1/'90 a 9w NO A5002 �I r 2_0" Room 109: Kitchen Casework Section 06402PL 064028E 06 06402AS 06402WP 06402KV 06402WP 06402AS ADA Access ble I IS key Notes 06402AS 064026E Radius Edge. 06402KV Drawer to have KV Heavy Duty Extension. 06402PL Exposed Surface to be Plastic Laminate. 06402WP Door and Drawers to have 4" Wire Pulls. ADA Accessible. 06402RE Radius Edge 08710HF Hollow Metal Frame 08211SC Solid Core Door , A.dustoble Shelves to be Melamine Finish. got 0332 Cf RECET TUK fy OF UNWIA I1 P '1,91 PERMITCENTEH COPYRIGHT u PA d T � p A � NO ARCHITECTS, PA. an trtn an of any ar e4r work wddtt., Pwm r e n n PATMIa jea to aim PA ro r shorn. and .mjxt to Mmi� ixosvfbn.