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Permit D2000-192 - ABOVENET COMMUNICATIONS - SWITCHGEAR FACILITY
ABOVENET COMMUNICATIONS 3433 S. 120 PL D2000-192 -TH(1.S CERTIFICATE ISSUER . :PURSUANT T. THE 'REQUIREMENTS OF SECTION 109 OF THE UNIFORM 66ILRING CORE :CERTIFYING THAT AT THE TINE OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE CITY REGULATING BUILDING CONSTRUCTION OR USE FOR THE FOLLOWING: Occupant: ABOVENET COMMUNICATIONS INC Buildino Address: 3433 S 120 PL. s u i te N Pardel # 102304-9069 :Owner: SABEY CORPORAT Occuoanc%/: WAREHOUSE Oc cupzi cy 1cw1. : B/ti - 3 ION CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTEP BOULEVARD. SUITE 100 TUKWILA, WASHINGTON 961B8 TENANT IMP nVEMENT - ELECTRONIC SWITCHGEAR FACILITY; BUILDING FFICIAL Nd? D2000-192 Occupant Load: 43 Type of Co : V-1 DATE THIS CERTIFICATE AUST BE CONSPICUOUSLY POSTED.. ON THE PREMISES Z 1" 2 0 00 CO CO W w I a I- al Z 0 Z uj 0 22 w w I 0 L I - 0 z SP- 0 I- City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT' WARNING;: IF CONSTRUCTION BEGINS EEFORE APPEAL PERIOD EXPIRE' APPLICANT IS PRO' E=C'ING AT THEIR OWN RISK. Parcel No: 102304_9069 Permit No: D2000-192 Address: 343: _ 120 PL Status: ISSUED Suite No: Issued: 08/09/2000 Location: L r• 02/O'5!2001 Category: AMFG Type: DEVPERM Zoning Const Type: V -1 Occupancy: WAREHOUSE Gas/Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINi'LERED /AFA. Setbacks: North: 0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Y 'Streants. Contractor License No: SABEYCI033KM OCCUPANT ABOVENET COMMUNICATIONS INC Phone: 3433 S 120 PL - , TUKWILA, WA 98168 OWNER SABEY CORPORATION Phone: 206 -281 -8700 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT 0OHN LANG Phone: 206- 277 -5216 12201 TUKWILA INT'L BL, 4TH FLOOR, SEATTLE, WA 98168 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206 -281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 kk.AA ** **•kA*kkk*'k** *.k*k.k•k *k:Fkk*A*A*-k•kk.k* *k k* kkk• kkkk• kk. k• k**' k. k*-+ ••..kkk*•k**k:k***'k* **'k*:Ak**A Permit Description: TENANT IMPROVEMENT - ELECTRONIC SWITCHGEAR FACILITY. A•k•kkA Akkkkk*d:k-k *lc kkkk:k:k: kk:k : k•kkkkk *kkkkkkkkk*.kkk*kkkA k:kk*kkkkkkkkkkkkA kkA•kk* A. kkk.kk t ,. Constr'uction.Valuation: `l: 32,640,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access. /S i dewa 1 k: /t'SS : 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 ' A'A' k•k ' A' A' A* k' k•.k: kk• k: k• kAkk• kk: k: k*:k' k' k' Ak' k: kk•. kA• kk kk- kk ••k:k *•k•k:kk**'k•k-kk:kk'AAA' kkk*' k: k• k• k *'kk'k:kk.k•k:k.k•k:k• -k. *k.kk TOTAL DEVELOPMENT PERMIT FEES: $ 199,810.84 k:k :AA *k AAA' AA A'A'A:k:A'A•A *'k•k 'Ac 'Ak'AAAl•k'k : kkkk - .1gA( le kk: AAAAk * AA - A - AAA- ' AA-A*A•:4A Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with whether specified herein or not. The granting of this p cancel the provision o or the performance of development permit. Signature: Print Name: emit doe_. •'got presume to give authority to 'violate or nv ot'.: state or local laws regulating construction rF: •m authorized to _.iqn for and obtain this Date: (206) 431 -3670 Ep:k- Date . aDINCO This permit s h a l l become n u l l ah o i d if the work is not commenced within 180 days from the date of issuance, or if the we :k i_ suspended or anandoned for a per lcd c 180 days from the last inspect ion. te U G 9 w 0 ' w ..( a �w z` Z O w U � O— CI ff w w ' Z O al z U = ', z t's Address: 3433 S .120 P1. • ; Su I te : Tenant: 1Ype DEVPERM . _Par-Joel 4: 102304-9069 CITY OF TUKWILA Permit No : 1)2000-192 Status: :ISSUED Appl ied: 06/14/2000 issued: 08/09/2000 A*41(W11.*Rk*W4,,***A.,l'Wk*AlkAA.Akkk*l.kli**A'A.Alk*AXAA*444AllAkkkkil.*AkA*k*AkVAII,A , Z < . i Permit Conditions: , • . I. No changes wi 1 I be made to the plans unless approved by the w Engineer and the Tukwila Building Division. -J 0 Any new cei 1 in grid and light fixture instal Ration is 00 required to meet lateral bracing requirement:s tor Seismic w 0 , cow Zone 3, 3. Partition walls 'attached to ceiling grid must be laterally braced if over eight (8) feet in length. Lu 0; 41. Any eXposedinsulatlotis back ing ma al shall- have a Flame , 2 :Spread Rating. of 25 , or less, and material sha 1 1 bear i dent i , . . .f. i cat ipt •fi re per rat ing thereof . ' -• '1.- u_ cc; .,,•, .., DI 5:. All i on to be done * - conformance With approved,. i • p l a n s n$: i rppents of the uniform Bui 1 d i n§ Code .;(19.9-4--, 1-w; EditiOri) , '.'a$: - amended , ;Uniform Meehan ica 1 , Code (1997 Ed i i on)., F. and04asniffigton State Energy ';Code ( 199) Edition) . I' • ;; ....-• . ;',2;., zi-- :. ;;PluMbin4 permits shalt be obtained through the Seattle-)' ing'',-... ILI w co 04.J. y Department of P u b l i c C „Health . •,•:P1umb ing will bel,:. D a inPected by ,..thatagenck, including all gas piping •• . ,- -• 0 a crx (2964722) ... i-; Validity-; of Permit . ...-: , r--The issuance Of ,; .permit or approval - , - plans . , spec i f i Oatl'on, . ..computations - s ha 1 1 not. be con-: ':•;': 1-_. erUitl ::a piermit,. for, ..cir • an approval of , any vi ol at i an of ,';,'any '; of the proV i s i ohs: Of the., bOild i ria rode or of- any z; LU CO; 6 t 1)' Ordinance of the No permit t. presuMing to a-, •E gi,Ve) to violate or cancel' the provisions of this 0 • :, ecid0 be valid . • , : . . , ;z 3 ;El eCiiri caL permits shall 11 be obtained through the - Washington' ' 3tate' vision of Labor and industries and all . el ectri ca ly work, 'i4i1•1 be inspected by that agendy, (24876630) . . ... • 9. There shall be,.‘no ..occupancy of the bui 1 ding(s) until the' - 1' i na 1 i.1 ion has been completed by the Tukwi) . a Building • inspettor. ' ' -",, ; , , ,, • .. „ , • . . 10. A CERTIFICATE OE OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. . . I I . . ;Al All mechanical '.work shall be under separate permit • issued by • the City of TukWila 12. All permits, inSpection records, and approved plans shall be available at the job site prior to the start; Of any con - truction. These documents :are. to be Maintained and avail- able until final inspection approval is granted. Description of work to be done: 7 1 Mf ( V G'I — 6tan ofr yti otte imc. Existing use: ❑ Retail � ❑ Restaurant CI Multi-family 0. Warehouse ❑Hospital CI Church lal 1 Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Cl Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University RI Other etali c f WO Nb K FPC4rty Will there be a change of use? pi yes ❑ no If yes, extent of change: (Attach dditional sheet if nec�es /WeweP U M( MO s(Jb. Atriv' Vhf Sern PLutz At7NN o o , c/c Will there be rack storage? yes no Existing fire protection features: ra sprinklers automatic fire alarm ❑ none ❑ other (specify) , Building Square Feet: /19, OOV existing Area of Construction: (sq. ft.)' 15.cDD (NCO 7 1 Will there be storage of flammable /combustible hazardous material in the building? Jag yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Project Name/Tenans / )ho%� f COMM() f ,cct�/o,) , /4c. Value of Construction: i,&¢.0 Site Address " City State /Zip: Tax Parcel Number lC 30 V- 96 . 3 2 / 3 . 3 ,- . c 00"/ e, < /: J/Q Jv//-1 (-7j /a Property Owner: /4)7" e/YA77o/ /A - L. 6AT i/ 9 / 5T, 6 6 e. / Phone: ,-70. - ),s-'/- ,Y7 Street Address: /J / , J �J / if\ �� r s'CJ /. f � City State /Zip / 4 `� /„9,e)/ 111 /c 411 /4 .. /ii iii L /:A / Z �J 7 /./ �'✓/f c/ Fax #: f � 6' . ;-)S' 3 ' 9'67 / Contractor AR�Z� �l�'�T��t CTio,tL /Nc co?oG Phone: ' / - A�' /- v u Fax #: 'G -dg/ G),, c; Street Address: � / �j/ City State /Zip: l,g o z,rt,o //e. /, in (61v,/ z/" aoe (S �'17F7 11,a ,17 (�,(� Architect: fi6 n / � r3/4 •L1 )4/cf C/7 / _ L C / G{ e _ Phone: 2 / -� r3 �J / - d (y /} o 6 Street Address: / • , / City State /Zip: /- ),P1?/ /ix tV1/ / ///9 l 5 /1/c�; �f' •�� 477?.L WA 9T /G J' Fax #: ,Pc -9 b'/ -Oi'� Engineer: G ,t) g,,u6,-"�7es 4✓,e7 -hwe / , / e , 3. Phone: o?C it 595 - 75 60 Street Addres : City_State /Zip: l d6 W va //4v✓4v 4, /1/, e iir/4 9J //S Fax #: ,,vvC -r. - 6 Contact Pe son: - John W 0-0,41', /X , -54'),3e2/ eozfb 4i70 Phone: fi /,- ..977 Fax #: , - cp (/- ©goo Street Address: City State/Zip: ( /u /LW,,� /n (/3 /vv'. . FC. ,.5k-29 I qa' / CITY OF TUK' " /ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 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., REQU FOR PUBLIC WORKS SITE/CIVIL PLAN.REVIEW OF THE FOL'LOWIN (Afditional:reviews maybe determined by the Public Works: Department) la,Channelization /Striping Curb cut/Access /Sidewalk ❑ Flood Control Zone CA Fire Loop /Hydrant (main to vault) #: Size(s): a Land Altering (Cut_ yds. 0 Fill B9O cubic yds. Hauling IR Landscape Irrigation • Sanitary Side Sewer II: ❑ Sewer Main Extension g Private 0 Public S i Storm Drainage ❑ Street Use ❑ Water Main Extension Private 0 Public ❑ Water Meter /Exempt #: Size(s): 1i 0 Deduct 0 Water Only � Water Meter /Permanent # I Size(s): ❑ Water Meter Temp # Si / Est. quantit : g al Schedule: ,a Miscellaneous U • .:(' UNYVit i 4e if 1 / # M1 -1 01 Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. 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 appliGn aced. 10 Date Allicati ex Ireto-1 Aa;aken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 fish"? ra. rr:..+ �r,,.- .r.:�r+ -r pn�tN7at�' 991" �qMt+"?' AyZW� .af+v°v:u,r.•,7�...«.n..,.... BUILDING OWNER Z ENT: Signature: Date: 19 la Print name: , J W Phone: ill G Fax #: 2 f /_ B fto Address 0 ,2,0 rou. / (/ / t City /State /Zip OLn l! te , , /f/ q f/h G ALL COMMERCIAL/MULTIVINLY TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS T BE SUBMITTED WITH THE FO OWING: ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D. ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 171 Complete Legal Description El SI 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 : El ® Site Plan (including existing fire hydrant location(s) ❑ 51 Floor plan: show location of tenant space with proposed use of each room labeled ❑ 171 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. ❑ 71 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. I2II Indicate proposed construction of tenant space or addition and walls being demolished gi P ❑ 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) 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. ler f i'( P1 P Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklis if int s'fica ion of use check with Planning Department for thresholds). rerma Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other m land use or SEPA decisions. �u ' re $ itH. 1/O 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 AT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY THE L S F THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 mtn +as «m .N?!Q�RN'l1 z w tr 00 a i w W I w _ u_ v7 • C5 w H z � z I- W • w • _ O I— wW 2 I- O Z W O ~ z F,Pr�St. ;ftcy 71L! l },A"r �K;t m s: r c, ni , .. f �, .tr J , {• f• t� ��•S •,. I ' - rv:f -li �pn`5r. L.bryt S1 _��Lil.:ti,l�.dr;l I i+ir�r?.'ni�..+".^. x l,k ;lli �' � I * * * * * * * *•h * * ** ************• k******,** * * * *h kk * * *•k * * *•k * * * * * * *k * ** *k* CITY OF TUIQW3.LA: !A 1 f * 4 * * ** *k *** * * * ** *• * * * * * * * * * * * * * ** * * * *• * * ** * * * * ** * * * *:h * * *k* *:k **k TRANSMIT Number: 89800406 Amount: 47.00 12/12/00 1;;:01. Pavmerit, Mel:hod: 'CHECK Notation: SAULY Ct)RPt)l ATIO Init: 13LH Permit No: D2000-192 •Foe: DEVPERt4 DEVELOPMENT PERMIT Tercel' No: 102304-9069 bite'Addreas: 3433, 120 PL Total Fees: 199.857.84 474 Total ALL Pmts: 199.857.84 Balance: .00 **************.******k * * * * **•*k * * ** * * * * * *k* ** * * * * *•A• *fir Account Coda. Descr.i.ot lore Amount 000 /.322400 BUILDING INVESTIGATION 47.00 0709 12/14 9710 TOTAL 47.00 �.L�,�k..,;t.. {r.,ir cca,•`si..i y e..,:�e�T r ., ��ivLtrl<.rr.il,..i:'�i .. ,.., x a l}�ilat •v. x'w tir:.. '�.u, r.:: ,;.'+.+ idk. 5r. ayr; ti° c. 1 Cht :.'f4.'ucY.WSil. "Lt6a.ln.�.�. V∎it,' J,4. .4a:.11..k4.,wrci zC /.f. ,tali v2J5s...v.. ' W ia�vw s Il. i, s ` y �, ;�. i., ., ' 1t rt . ` 6 41sVie " {iA 71 n '! ' M s } ti . . ` i � , � 4 1t•'4'°.; '+. } s�: ''' • j. '.c f } '2,2;' . • :-?1. s Pl' "i, * * * * * * * * * ** * * * * *.* * * * * ** ***** x�**** * * * * * * * * * * * * * * *' * * * * * * * * * ** C1t„Y or 1;UKW1l:.A, WA 1•RANSM11 * * * * * * * * * * * * * * * * * * * * * ** * * *) ** * ** * * * * * * * * * ® * * * * * * * ** THANSMU f;; Number: 89800371 Amount:: 121., 074.25 07/17/00 13:04 Payment Method: CHECK Ndtation : SAEJEY CC)NS1 LJCT7 1:r%it.: TLB Permit No: D2000 -192 ;' 1 ype: DEVPERM DEVELOPMENT PERMIT Parcel No 102304-9b69 Site .Address: .34 33 :.5. 120 .PI_ 'Total Fees: 199,810.84 This Payment.., 121,074.2 Total ALL. Pmts: 399,80 .84 Balance: .00 **************** k** ************** * * * * * * ** * * * * * * * * * * * * * * * * ** * * * ** Account: Code Description Amount 000 /322.100 BUILDING NONRES 121,069.75 '000/386.904 *. STATE- BUILDING SURCHARGE 4 .50 5999 '07/10 971.7 TOTAL 121074.25 'fin a "::.ri(k�C+•v kA l2fd , fitil* rot* A**•. 4* tl k' k1* iA Ai< k* i(*** •A * **k * *714.114A *d *0 *•1 *:l *114c :Ail **alibi *A.4kAll•k* CX�ry OF. TUKWILA, 4 �3 � fltialda I * •t * * * * *A* *i. ** ***at *'A *A** * ** *aka a * A *ot #• i lis4 M*•h:t•Ail:lil**•A*ki TRANSMIT Number: . 119800304 Amount: 25.00 Ob/ 19 /00 :t6:49 Payme ht Mt thod: CHECK "lotart iurl: BA :EY CORPn ATI0. 3]rlit: Pcrmit Nn: 02000 -•Ir42 Type: E.VPERM DEVLL:fFMr::N1 PERMIT Parcel Ilo 102304 ite Address: 3433 6 !:'_0 P1 Tot,a1 Fees: 1'39 310.84. 25.00 1'c t ;a i ALL Pitts : 78,736.59 Balance: 121,074.25 **1%. * * ** ** * *A *it * *k * * *.Alk kit****: l**• R• Ait** at** at * *k* *1:A * **ati *alb*•k * * *t4•+c* Description Amcruni.: BUILDING - I`40filRES 25.00 7261, 06/20 9717 TOTAL 78736.59 ip°i/tV"v,J,c.a:4 x i, 1 «.Ca.:�h,l.: F- is4tvG.u' ` ~^ **^*+*0+�����**V^**�**�+k**� *�+*�a*+*^A* 4 ^* + * **+*A*A++ »� * �+� * �° ' � ' TKANSNI7 . .� .'`� .. , `—. ' +w**�4+*a| ��J�����+****++*�*0.*A*A*i:***+a+ a+ `AwS� J�` ber� R9800304 Amount: �~ 78 06/19/00 16:49 /� tK w� wum :`---' —' . . � ...",",",,r r.�+. mu ��Pa�ment'Method:�CML�K Hstat�un: �nu�, �un�`n"�/^ �^".,^ ,= t , '`D2 192 . Type: D[VPEkM DEVELOPMENT PERMIT . ^ Tar cel!!No: 102304_9069 '.'n{t;e.0anpss,�O433 120 PL ��'^ --�- �r ' Total Few�: 199,810.84 ' ^``` ` ~.`. ''' ` -- -�� -_ =�F h+� `'� 7B,711,59. Total ALL Pmts: 78,7]l.%� *�'-`�'-'z �` � . � ` . ' . , .". ^"" �� '��``*,`'�''`' - '' x ���.v�z.�� h +k+++A�***�*�*�*^ � �'A* ** - D s i pt Amount o C � ' '_ �' ��. c cr p n ' / � ' 'PiAN CHECK - NOMKEG 7O,y11~59 ��000 u��'/.n .� � �'�' � ^,'' � ' -^ .--_-----�- _--'-._--,-.-.--.-,-'-'-- 5261 06/20 9717 TOTAL 78736^59 ic g. Si iu, uj O LL 41C. Pro ect:2 j /70 Le J Type o nspe,.ct n: J Addre q, , /20 k Date c. ed: ,' Date Special instructions: j wanted a. Requester: Phone: I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 31 -36 Approved per applicable codes. 0 Corrections required prior to approval. 7 Inspector; Date: / _2 69_10 / 0 $47.00 REINSPECTIOI ' FEE REQ'(IIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ,�.a$ 2*„i;: ° .f':'�aN�' ".'n:7f $'::SG�;?.�;;ti' ✓C.. ".'�.��t�".:e:e: ?::5.'i' h i: ,k:l • +4;:.;taa x.u� wtitxi.u.avaa i„$ to 7td,.rz ti <!. .. "aezfasA�k;l 4.-0,A061:4146 Pro ect l � 1� °L!�) e`i� Ty a oflnspecIon: 4 U I ///4 / A ')33 s / - at' all "fd: f / r�d Special instructions: c : As /(/ .�, Li. l/ ?,,,r Date w to co (" Wc p.m. Req a ter: P �der) — 70 _4175 • INSPECTION RECORI../ Retain a copy with permit INSPECTION NO. ) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 El Approved per applicable codes. t t / � y � ': D2.00 PERMIT NO.- (206)431 -3 Corrections required prior to approval. i NE $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .I1R: �r " Ai,4�:IlY�,R li4 a11Wuisr �L l��i.�SNwLtl� COMMENTS: C /e � / r r �Gt" A-7 O.LA5 Inspector; • 4 / /V/4 Date: 1 -25-0/ ; Y ,,4haA'iu 44.sAtiv.it' 9atEdEF`1,(kar"J., Z W Cl) W W ', —J CO U- ILI O , U. I- W ; Z � O ; Z uj • co O - 0 I- W LL! • Z 0 — 0 ~' z ' , 1 • '., . .,..... ftts p:A;; . ,,•,/, ,/, t 5 ' ' 1. INSPECTION RECOR . .. ' \ c ? • • d 0 - i :. Retain a copy with permit INSPECTION NO. ., PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V- • 7....;••97 -4 qv_ ‘., /-7- 1-/ . "5 ge//proui-pl 14,4 p;01-- ,6,./1 5/ I, at, ed-Crwisr V 74)4,1-e_ fd,p1 5/..),/,? 5 6 c I/90,4 r /44 e ed/..e-fre4 7 .09( sir 103IS 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: 'Call to schedule reinspection. I Receipt No: Date: 1 rhth. Uitaliii PM Atv't igieV — ,46ithAik.`446`24 , :M4A4M+AnW z 1- It C4 6 1j 00 . w w w 0 g u. < D — 0 I al Z 1.- 1-0 Z 1- 11.1 uj D„ 0 OA 0 11.1 0 l■ uj Z 1.11 CO, C.) — 1 0, INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. Project: Address: , Special instructions T 2-6) Typeon. Date called: 'f Date waMted: - # ..1 'a.m. p.m. Requester: Phone: 7—i° - 39/- :59 1 MENTS: 2 t 2 e '4 f ., I Inspector Date - //_ n / Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. El $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 "'. CaII to schedule reinspection. Receipt No: Date: S� c x: ,,.a"s •';: iSCt�3.tt'x 4s "r.4.a wa {a00: 4.:.446 .3.;1" Z O 0 �o ww . J `O o w 2 g a co 3 = CJ, 1- _ Z I ; HO ' Z I— D p: 0 - 0 1- w w Z t) U. i V — O . Project: Type of Inspection: WIllfi OCC IlAtiry/5161/6/1/6e; Date talle . Addr s. yy Special instructions: Dat w me /// a.m. p. Re este : Phone: 5 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 j i Approved per applicable codes. Corrections required prior to approval. COMMENTS: ic; $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt. No: Date: . a�'. t�z: �at1�31. �1` � :iSt ".'W1�SO4Ri?- ��"'��;,•�.:� S.:? '�nhw�ii.�ft.'A�F.blC(.rtk'1Y,. zrv,_:sat.v ..,.+,w:.::•�: r,.aaia�l4ul,f ns...ii:.L:41..k.'raid�A`++r�: mtfai�.5:s� {zc:73sS���:dti.'" '.s� - .. ..6?$fl'!a ni i • ic, axm3fi i v —' k si' 2 w 00 ` t 0 0 w _. I—: N u_ w } N = H 0 :: Z Imo w w l 0 — O U Y∎ 0 1 z Project: Type of Inspection: bv.5,0"44 Address: y ,, ,3y3 3 S Iry � �! Da t e c lie / / fo/ /5 Special instructions: q :C9° Dat wanted: / / a,m p.m. Req Est r: Phone: ,- rtt- INSPECTION RECO Retain a copy with permit INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. PERMIT NO. (206)431 -36 Corrections required prior to approval. COMMENTS: 1,2_ �.L CI i> 54€447 % 2.(le (Se /, 3 � L: Leif, / �C 5 f ` t' (e-a-; eat Date: d3-0/ 0 $47.00 REINSPECT' C3I FEE REQUIRED. Prior to. inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L bgat ltib.iytdgurr4. -t J K_4! S rm iliJi:~•"•ak..4 agagastt61w3fi'nk- ifYK- ] afakv � ., 1 ,LLi�h .SGr.duitt : ^:man . �r `0'.R6Aviii+tu tao 40 • rav ,c r iiK»d:dew'yx INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 !` 4 (206)431 -3 aApproved per applicable codes. INSPECTION RECO Retain a copy with permit PERMIT NO. Corrections required prior to approval. COMMENTS: 0 W1res '`Qr4 � cc L1 G r, v,ct Snot --. E a sl WC{ I 0 4<I uv . "}:% s 1 IN Y'DO•v 1 SS Ckl() q * k �ese. a✓tn,e�lc'f tv S O [) Cos r St grec,_ • 198 . Dct-ta 1 b lti ct p p rO Uctt 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: "AY£ a 4'f' _ - - rw ia v to a 4Ux tia ter k'at:r ,44441 ; .ftatAdu i. z ui re 2 o of U) O co W W o; u. a . N F=— _' z �. 0 ' ul W U O . o N OH tu = V° o .z co 01- z Pro j ect: 4iI U e _ f Y - Ty c ion: Itg �� �.2v RI Da te called •� 12 -2. 9 Special instructions: W YJ _ "I . v' QCCf�. 1 �, Datt w ted: Z- p.m. Requester:. � A w" P one: 2.0(o) L 8 3 / y2 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: � c f /0 , 0 $47.00 REINSPECTIO EE 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 Corrections required prior to approval. ..auika .,:4..14 Cis "m S +i; dt,',sL ^& & i4" [ Ye ,14,Ntw .7��i vx, �X,a,.''� �;�. r•:;�.,fa�u.lJ.a.itwi3f�{ Y .',lv.::�:'swwSiofhi;rYa'YC.:A% M1 * "w'wl' %iva. rri tit+dikv.aoo=w:.r?i 2 +�. Ww3hi`•,KWw.,m. ti &:;` Projef ' Type of Inspection: r /�'.r A ess: Date i L ?3� Special instructions: Date wanted: /, z.Z a.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 Approved per applicable codes. Inspector: INSPECTION RECOR Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: Q Zs? s ' rt. O G.I .✓)Q6l f 7 <! a'.>✓ <.ori.1,elrr► .Se p i et 47 1 / 74 : 1- = / -11t124 „' , iced /44.04y .-z. « J iL // Q7 , �• 4 /: / moo ed k &t4 dekiM a C .d_ .,. Date: .41.4 90- 1 /2-- - 2.7- -4 0 $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: rt? �tou:.',nzcv.�e`tarw *swe ..saaia::`41w.�• xl "su"� •..,::::��.: �trs:2:a55r.K:11a:� ax:: ti:" st. v�':.��;d "n.:.La:t:,ft'S:.::. "� �v i�.«t�.::e. �.�++ti:Gi:" • • ' d. '444km 3 erJ75' `. %iirti�hu a! "nA iBV:� ta.'�',vts±tka. re W tD U O ' to 0 = u. Jt•- w 0 N W z �! 1- 0 W uj U o � w w IL Z 0 y2 w 0 z INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Type of Ins ection: PERMIT NO. Project: Date ca ed: Date wanted: a. , Address: Special instructions: Requester: Phone: �'a Y,Y fry COMMENTS: I) /ill/ �� y�hf ril.U1 SGaA G, i_/L ►�� /'I � YL ! il/" �l _ f/1i7 "74,14 Corrections required prior to approval. Approved per applicable codes. ,1/.6 PI all '7 ,L . 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Re Date: ceipt• No: : s9;.114- Li3c; 1. tx:% itnl'''+J'm?k5`strL4+k%d«•k:3a Z �w U 0 tQ O N =' I-- CO u_ w O 2 J ; co 3 Z �. Z DO O co O I — ' : w v w z p INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 S • /20 th Special instructions: v, d r Typte of In pection: er carq C e r Dat7 mil led: j G — Project: /} / i - I - Datfanted: O a.m. p.m. Requester: Da y. P M40)113(- 3(070 Approved per applicable codes. COMMENTS: Ca Inspector: 0 $47.00 REINSPECT! at 6300 Southcenter B I Receipt No INSPECTION RECO Retain a copy with permit (206)431 -3670 Corrections required prior to approval. AA Date: ) 22 (FEE REQUIRED. Prior to inspection, fee must be paid vd., Suite 100. Call to schedule reinspection. Date: j�, r+ �Mtdi+ ti�L�„►.+ YtR` �1�i&+-" irtt '�e9E 'JtiC }fiJ.iP�Jf AI�)8t :Print `?I:44s 9ilr, 4G ?Afmt. lio,.. z W . n V co w co LL W 0 J � N d z � 0 - WUJ D O 0 W W z on O z Approved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: S k nor\ o 10 , .10S O,e � Cu s-towter S vv∎c-e )5 2� 3.) sce ���� I C) C0 -)- 1p Ito 6 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Date: 1 Receipt No: 1 - �151CU:;1ra. if•. 't.,xr..c!.7C1�5u.isid +`+ fc',) , Li^- iwiw,= tiasditii "t% lab* t W+.r,rrtei: %^S'ktttUkkiNki "i illkater i . . i t pbeve NR Project: - Type l of Inspection: 0 n Address: i %-) r)i -. 933 5 IZO il. Date called, /Z-/ 0 Special instructions: Date waged: /2-Ix-00 CD p.m. Requester: b phone: 0 ,.. ) v. ,... 4 ,..,,,,...,,,...„, L. INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 j PERMIT NO. (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS') 5' el /",— ft9 eif-LA-4 e ee'di r4i.../ 6 4, 7 $47.00 REINSPECTIOt4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :!?LivittEveat,12.161..13.14. ^ • ' • ' Ilet.41 4, .11,m4.4.tatao•ti-4.1aNkr, 7rbeyetkei-- TypelZitiO: ( i Date called: 1 7 00 I Sdri A( poth L s s ... /0 Special instrgons: Date wanted: (z// rnr Requester: (2 Phone: . • 406' -. 739 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved.per applicable codes. COMMENTS: • - Zzom 1 • n PERMIT NO. (206)431-3670 0 Corrections required prioriOaPproval. Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •■ , Akig.kASW 7,A4,,W4,41,4 '40 ti,4;+4.4.4neaei Project: A t . %0 UR- n. % Jvs Insp Ty,Reof eo gti p C i }1 f �hCla C� : *, Address: '�33 S 1)- �I D called: _ f `� )- V C Special instructions: Date wanted: m. Requester: r `oIe h V1 Phone: 0 t0 — 7 30 — x -[ 103 INSPECTION NO. ■ INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 b oo-15z PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: SOS v CI C'P i' \ \r ro U{et rx „ is 1 1 23 Inspector Date: 1)-- - 7-00 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: t - s'�G::+ RiiJx3ulwUd...k!rswLL1 sC:w"tTr Project: , �IP,trY +. Type of Inspection: ` � S 1) 'S- rv4 (ell(n • Add ess: � 3� : ��o Pi-, D ailed: i 2 i{ f Special instructions: At' Vitt. A frt Date ant d: 12./ /fin a.m p.m. Requester: Li (PA Phone: 2.1)10 - 7 - H S INSPECTION RECORD R etain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 5 6c vie/ TL/ �e A tAT, qc e 7 rD Gobi (/B¢) Ins) $47.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Q Type of Inspection: c ram tr(,- Addrq S \r)-0 ? ` Date called: 1, 36 0 O .. Special instructions: Date wanted: a.m. 1)-: \ .m. Requester: (01-e V\ Phone: KA pproved per . applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO.' CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: 1-6C(A ■ r oc- k. �_ .z { a d 413 IUP S A ppre)VecA PERMIT NO. (206)431 - 3670 Corrections required prior to approval. fyvkif/' P k- Date: 00 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: Project: .-41 -x� 11�X1� T .D Inspection; pCeV)Ck'C �e I � 1 fki Date called: I Address: Special instructions: Date n w ted ( 1 a-/ 1 1 Utz Phone: — i -- L \ 6 V5 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: dial CIO/ V 6w /ante Cv hli Sus oke6iL C ► r, tp 1 rd v-r $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: - acL +�r?+uar��.r_Stf�,.�y_.�.a ^ , . - 5 .:++K•' Lea` L+' 4:: ew. 4ta�R. �56id.-.:¢:r d�.' �i' lL `.b9t�C�a.aG.'nt:"" �:'uiaLir oa,14t3fasl 43n44....4.:60Pt ,ro .x.164/4C12,v'i.lttutk`Sir,7'4i t,Xih" x <64t• • NX.Ln i'IdvsAL .ta�xi4'Y:a ,dk.a.xi uti�,HA�+kwi` S. Z U ' U0 mo W tu u. W O' QQ � to 3 I- w. uj 0 � 0 0 F- w uf V LL Z ' 111 N '. Project: Above Nth Typ of Inspection: - ire P roo-C%n5 Address: 3 , f 33 .. 1/20.01 P r 1 Date called: II-2g-00 Special instructions: Date wanted: dOP —Zq ... 0 p . m . . Requester: 1 parry IA Phone: 2061730 - q c1 8 3 ( INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. Corrections required prior to. approval. COMMENTS: SE A /. 59-Act 14"Au.. !� .Dg.4( DD 47 p r 2 AT 5C-1561/c. )00v5 C /44. Co Z /D1'•P. APP 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: LWh k..''iti tlY�IP.�Yi4.',4 "...WAWA tor' 41 tL,.iS 6l i aWAki ° - x ..kori: iek.:+ ittG:tra �•1.r;�a. R,Y■c•;, P oject: A ho Ve -hey" ape of Insp ion: 1-'Yltmtr� i Int iii9g( � s i S JPo /'L_ Date t called — Special instructions: / ISo Reve.L) � ocnrec i S Dat wanted: L - 9 0 — 00 a.m. p.m. Requester: C) fon Phone: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -3670 Approved per`applicable codes. a Corrections required prior to approval. COMMENTS : ,C.ror ,I Ins _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection,.fe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. Receipt No: Date: y , �dv •- .. a3.V s. �. s�.: �:.lA�...ot .ra.'tid.�'l�Y:IrFJ� ` +��lnVS�tr7dr�4` i6a�i l wo-. dayQr�: ir', h' �sri�ttia 'Niayius�4e..�'.tu,.utnfY�i ..4444,11' `s`.WS'.z�"r'••YA. �tzi S+s.. taz�.i . Beni o;a+1,:.isY .Ss1s A:tii; fAiTlr w.4.m.'ra Project: � NLT Typel /A/ x'cAQ�, Ad t 5 / 701a Date called: Special instructions: Dat� ted: l � �� .m: P.m Rmu ter: Phone: 3 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: Insr`tp I/ , A.4 6 /god I ' (206)431 -3670 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: S]. Kl ► d3' 14S�iYJ4i .7.'vbS.;a6K+�iltii:t'£�U.b9 )�' F�A,Jk.:4�ir�w'v h � +L 10)72 2:<Sii'aa:aal,.`4 41 Project: a of Inspection: 7 '" ° "' w ddress: /zo Dat all d Special instructions: fl+. AM DaM wanted: / f — kr) (rni.) p.m. Re uester: 7 V P — 130 — 6 12 t��Approved per applicable codes. 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 0 Corrections required prior to approval. COMMENTS: ' ° /fo • o 44co /_ 7 , exle a N o 7 .l l O ar ,0c.e.7 • ,Vo rt. # 0+ - C /0‘47 -' A A.67X.c7 #- 2 I D 35 AXo r. .## 2 S C'e z 4 PL6 T , •, Lo T6 41 'Z 7 Cev+.f, - ,Q6 0 -trtl‘ 0 rc .. 1 Z , AzizEiet Ins Date: / f / . ( 4) 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: aL4114 . u".'4ir h `pia :S:'i(t.SaiSiD'''"�"•7'N7 F. `.�" ?J'.. •'Zt id. i'1iu_ u11C374+ oait�btiYA; h'1'"elr4akrAJiGJ317+E \�f�'Y.Y? z U O� 0 : tA W o g d I — Z ! ui U 0 o t„ w` rj o . z kJ to 0 z Project: 19 �p�lPMP +" ,--\" 1 of Inspection: I L_. - 1 LA )a (� N J Ct 1 l - ^ Ad r ss:. 3/3 Do Pc D t cal ed: 11-14-00 Date wanted: a.m. Special instructions: Requester :„ PhoneP INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: h/! ,4-Ali) '1, z47,44 4Cc 5S Re /g - $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 RECO Retain a copy with permit PERMIT NO, (206)431 -3670 Corrections required prior to approval. "diti xr. u� nia ltii r3k'G.1` tu " s« : t'w"iN :Ya:�iJiidafcY Cr4rd.�it�n iu+,i� "3 Project: A l' — o'1e_-+ . Ty e of Inspe6ton: o r Li Address: '3 W?,?� S 1 P-t, i PL— Date called: 1t Special instructions: Date wants 1 1' °w m_ P.m: Requester: /� ! Ph�o Approved per applicable codes. INSPECTION RECO D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Q 5ffgl /ac.cr /?4 Tc 47— 64 (c cat! 7 X 00 Dock. -G/ep. g g. 777) /' Decd.( 0 Inspwt§ e D ate / 1; /� El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: y ri '.Skv Lvzr.Ysm E72, w{ �• ts�.t�a :d u't� se: 14x+ PERMIT NO. (206)431 -3670 Corrections required prior to approval. cSn Nubwvfw'.iis +l�$ ;444;1.944 ° f:K+•t1.�t$a'A.�+i.4in" .R` Project: ' P. � Type of Inspectio : ( 't I an ' ek ( t ,5 nc �J �f r z3 V lo�0 �� D to cal ed• �l ' — UCH Special instructions: AP /ooK mot - -Se* o-� Sibs • D to wanted: R u ster: N }�n - 73o-Lf98 _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: No /faey-e-4 Y Pi Approved per applicable codes. IN RECORD Retain a copy with permit E ; i gkekx`f r, �°. f d. l' a' s,{'' �j�A.A!ktN7}:'71144,:Pl.hg PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $47.00 REINSPECTION �FL/REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: ��21 .�..'.tia.+� "•�Ti?diaffi5tihv�. 'k$4 k�drxtlfiL:7 or%%, 704' I WI N 1L W O g Q d ' I Z o '; UJ U O —; C W W H • Liz O i. Pr ;IA �txx�v f- T pe of Inspec ti n: .7ii:4 phr rf C i 1( dyes ' ���� 5 / r /t & t �pG.... g Da /��� - Special instructions: r ` 7/ P/14 Date wanted: a.m. I i — Op Re uester: —7 iefn 22 0tO7n- - L/g 83 9 35 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 •4Toved per applicable codes. INSPECTION RECO D Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: 5 6.4.‘ (7 co; El Ins 41 f $47.00 REINSPECTION FEE RE ED. P rior to inspection, f $47.00 p fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'AO iCYw,11 ri G z W ' JU v 0 co 0 W ='' J 1— W0 u-< rn a. I.. O z H; uj U 1] N ' I— . W W '. V tl Z' co 0 i-. COMMENTS: beic E ; r or 4 ' 33 ' ' -� r 1415 1 A r ove \ -1e * 2 A) Svval1 n -',(4 1101 -t-o 1`12 c 12-0 ?L C0 1 - Z. P ec al instructions: +I C Ar 11 CE4_ 1 ! l? 1 tics J 2 G F l re CAIiik � ?PV1f iVG4 1hI Un i s )c) OS OCa`-‘ MA S 2� \ I /Cusnie r O.? Loor Grcl 3 o (' Pt Ilh( COttV (C \e I C011,sskrtx - L ` ti.)trr5� v1nt,S Variou 1 0Ca 4 1 ►rat f � -I C C. Y n..i-j '� 14('M I c.�"I` ou+6 c v d P ,r'ect: T se of Inspection: / . c A res • 5.. 12-0 ?L Data • le P ec al instructions: Date nte. - .m. /l 3 a p.m. to. 6(0-730- eigx3 3 y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r PERMIT NO. (206)431 -3670 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: 'Sbl ei o Vie. .•_.,_ _ �c sue.. u a t c g` M.�fsr..��;:#: ..[;LYl�el.:e:.taa�n3:S}u: ��liirK..ik #t�fd"r wst .i:c);Y}rM16�l%: ?�itiG'f iuSta r }Y4?x: sl 4i 5!# tt�t hlq : 3; ai�r,s r,3a,N �6R�i akBawauthl;� Project: • -4 o f la .T Type of Inspection: 55uSt>E:bc-l) (E 1 I.-1 W4 Date called: ` 11- t — cry 3 3 is b-"3` ? 1-- Special instructions: Date wanted: t )_Z _ U0 I p.m. j Requester: Phone: 2- bto- 130"' Li efE3 • 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I (206)431 -3670 n Approved per applicable codes. corrections required prior to approval COMMENTS: 0 le * tat. r -0311k 181 Less 1) (w`preccjO &-1 rts\ r v 1.1)1 Jc 15 i-v c 0 A 1-pe Uct Over t r-f 5 5 ∎ cJ(Q o. 0? S 181 1 R.Pr, hn - e't°tr LL) 1re s Y1r CAloIA t°� P4 rOw\ 153 1 CQM 0 h Sirs \s c Kai ( - e t vvn%c QoA S y -e -ect 1 h Olf v - eiretn(P rm z ?c ) Inspector:' Date: I -2 -00 ❑ $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�'"` ° . # ask° 3�» �a. 6i�a��, �a� '++a`J��..s�"s.,�;�'��,�'73:"�. fki:. '.',ei'Cd,': cwt «w f,: 'a4, aserl, ,iwi'�'. •:' %G ?F.0 r4s'.;LS ?,�awF -+,: S 4.*. P o ect: L J pe of Inspection: C, t h no CaLid) ` 5 3 b. i '20 1 I L !25 - - Oc pecial instructions: Date wanted.., in - .c " m. p.m. Requester: TX t- kik._ ('l ear).- Phone: 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. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7-''1-#/( � Li:, s-ed � ��� L 5 t .(. / , 4 0 $47.00 REINSPECTION It E REQUIRED. Prior to inspection, fee must be paid• at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: vhj-.53 ;ti �' " `r t ."' .`ht'Nk" 0f. 't`! rk.+GE'.`',7MIAe."1 Y'&1 aii , ::.. .: .. 411,' YrsS, 04 r`.kab�'x3Bld5a:�'r17h e�J;. ^,N W✓ ss�+} rrui°: 4xeh4, tir..: a7; rL.; r. �L .is'sLi!��,i„C.,in.av::Ai4�.., ...��..l Prooect: ��// T' e Ins sectio : G ,,dJ \--,- Address: "3.133 6 fool, I'L called: Date IO -�(� Special instructions: Date wanted: O✓ 1 ", l.- a.m. p.m. -. Requester: Phone: , J ? �' 7 INSPECTION RECORD permit Retain a copy with per NSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818; ,* (206)431 -36 K Approved per applicable codes. PERMIT NO. COMMENTS: y'ap A Q 4t r c ? Corrections required prior to approval. 0 $47.00 REINSPECTIOfYFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �3�.. e'✓' t; 4daiL7.' e. u. wut. �. �, a' c..: t:: istF. �c: ei.t hJ +k[x.,::,R..s�1..�%�!ti . i"" 5: 1, t' 4• Ra S�a '*.^.�.'',ti,s >,4�;..e =rd.,. n»�:.l u" r.. sv����fu�,". .,vaGi:.vsdTSU:1t5 .v�.Tk.idR a+' "' "�:ib ulsli� , , :e.:hid+`tti':nako,X: B c Pro t� t�11 16 r Type of Insection: F'-,-.14,146... Address: 4 ?;- /2o p4,, Date called: Special instructions: Date want d: jQ a.m. p.m:: Requ stern ,. f Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 A pproved per applicable codes. COMMENTS: a/,d 4r Ap 'a Gd rs Ins PERMIT NO. (206)431 -36 Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspect on, fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: .+aweslffia01314a1. r441kJ .. +t�+ " "i%d3. PN7 . dsosri ' :i 'mss u. , ri;: =fie U,wM ✓1.1ti a wJx'cs. P L ,, Atb een 1 Type of Inspection: r ra v, r1 Ad re s: 3 E i.D'l bate called: I lD- Z _ 3DO special instructions: Date wanted: ' '. • C P I D _2L —P c Requester: Phone: 2otc I-13? —0 I 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: Igasipx zgwele, P.ee.viov5 aaee p s *J,7 /4-t t Date: /d n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: e4 k y-t emy °.V$'.ri:iicr.b 'kur ..x.baciAr.`e3fAIA.irrx!si "? 4:1941il ik4...k Project: Av- - )Vr " rC`" y 1 Approved per applicable codes. U Corrections requirea prior to approval. Type of Inspectioi F re, rn∎ f1Gt " ��'► Date called: ---) I 0 - 11 w- 00 Address: ' - , t._` =' -'; a !. c, t Pc- Special instructions: Date wanted: a.m. Requester: Phone: ZC,Co` L-13 - ColLl al ��f INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: PERMIT NO. (206)431 -3670 Date: D )g j / � �. . INSPE TION F.E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: `CiW.ctzG+rY =` ri.Si+k tiiJ«1! Approved per applicable codes. U Corrections requirea prior to approval. COMMENTS: . l/ - )....7 6 O cJl i - al ��f co-2_, I J t / ff cr ° "...hi I�. 12 ee Ana, -i -£'4.. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspector: PERMIT NO. (206)431 -3670 Date: D )g j / � �. . INSPE TION F.E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No: Date: `CiW.ctzG+rY =` ri.Si+k tiiJ«1! Pr ject: t1ht - )Je c- T pe of Inspection: 1X t Y • \., kn it( Address: �(--■3" 5 Dt N.._ Date called: J I —1 In -- ( ) Special instructions: Date wanted: I U 1 " ` 'CO a.m. �R,r- -- Re uester: i- l Vim, Ph •e: & - LI 33- (0ILI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A t: f ; 5 To ). 75‘ M moi f''otrte' G�uOS AA 0sr Cow r'&.-E s' . �� ! C . S �i4 , g oL, ' C26 "bec(i 7 7S �� c7�7�� rL Pies o)2, 7n 4i°,6? -11. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection,fee must be paid at 6300 Southcenter Blvd., Suite 100. Callao schedule reinspection. Receipt No: Date: .,*.0.!,.•,'�� :" LTG ,..trAV `Altk' .; °i'I4,ivelre. ..-r "i olauartmi ?t avii.., ArsOciArfrilve Project: Type of Inspection:" r )P\ ( rl ..Address: - 3-133 3 12.0 PL. Date called: j Special instructions: Date wanted: tr) - 1 (r) -GO a.m. P. Requester: Phone: 1Z06: — q 33 - ( - 0 I ` IN N NO. ID Approved per applicable codes. COMMENTS: iNotctION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 4(tr PERMIT NO. 2 6)431-367 Corrections required prior to approval. 0#,,o6 Ace ,/7744 ay ,E6 v/se.--1> (.bicfs ,45 "eb)fivi A T ,V# 491444 " I • .<1J Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspectior fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No: Date: zou.,,,,tatkaiitiftliAtoPa.air.tekor44.4.4atkokargaram.A....1444.r. " • "Poke '44 M'Ai • wina11.4,1. ' i'mbidt/44. AWL ;10,444 AAV44118.416.114.413?4,41AA, Pro (^A� 1 �J.LC, T o f In �o t • I �' l l r LQ f'�r� � � Addr /p�Cl v ' f� L Date called: f (/1 0 Special instructions: ate D wanted: f D r Q ( p.m. Requeste�:i/10 Phone: y — (0 /7d- aow Receipt No: .t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -367 Approved per applicable codes. J 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. Date: u.vza:.ti:N.. ek u°. 4164 4' ;at.txir', o ..,tfvnc, t i t i Zo 2 j : gyp; 0 N 0 I- : =V ' - r . ~ O ! Ut N t— O z Special instructions: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DApproved per applicable codes. Corrections required prior to approval.. COMMENTS: j tloT ,°I 15 ( i� -�5�� r-.�cs►rt TB 04-ei -- - C .i r Sit / e - T� , d(F ?e i// 4 /,uF7 D, ere, ? -7.S r'O p '.ti'7 ~~ reee 1.4// / /i.) ri r� � .�?, c710,< T El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: t�.�e�tsi.xx„ unit l idhZkiuS Okl k'a:4 , 64. iwi&A `P •tic'E;,ik'.Y,.d..i+YM 4a4diZ461 •Y:J'.`Ae .k.:urt�i.9�.;nr�tn tvi W � i .j 0 t 00 CO 0 W = `; 'J N LL W 0 ;. u , tn � . I0 — 2 D0 0 V 0 W -' U. o .z' 0 N '. 1 i z Project: 1 Type of Inspection: tkr-N..-kir c.ki0.-- Address: S DC' PL. Date called: ;... ‘o—clisa Special instructions: Date wanted: ' ` a.m. Requester: t--C ■1 -(1.... Phone: ,. 2 CAD - t- ' 3— LC 1 L 'I. . 4i* • rCr:r. 2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. b,Aaduh!«.0 "Atil.;.4,1AL'..4.4 PERMIT NO. (206)431-3670 $47.00 REINSPECTION FEE REQUIRED. Prior to inspect on, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. COMMENTS: 44 , P - SC uSS MIL( le-EGvii-eig Hkr4c. S c/7- NeWAL 4-41 b e-47-1\ ft A() 4-,eeeerix4.cs 7L Receipt No: DaW: , w — 00 O)0 I. CO IL w 0 g u. < ..q a 1,11 Z 0 Z Ui 3 0 0 52 1— w I IL g ,z IAA IA 0 Project: AY "u \J ene -A Type of Inspection: DrL. u II ∎ t��j Address: _. LI 3 S VD-o PL Date called: -. --0u J It. . I.- Special instructions: �•: Date wanted: a.m. 1U-t- a . Rgg_t�ues Phone: . 2C.1.c - Li33 - Col L4a �tiF: r ?+kiM1':�sM�`3:�4iUed4'IL'.4Yfq INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • 201.a ?4oL: . De uc PERMIT NO. (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /1 1 ; . // / ' Ltkr >4r D al " /7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Y ....•:,�+,.c.,J- kn- �re,nn':�o �L .w.`.. +f'C111C7Yr�iPaT�n rxsrw. 'c.�,exr'w ^e.'r'S$,': , + <,, d • 4 vut 1.# a: uic'. �1r. 1, rIaLrW, is,' tixai5:+.. r' A. #du.,i+;ziluaitut a.. :;:,".. �:.. ef4dS l+�wiA+94i�'2!�i et �4SC i ' ��tuie 4i. K'+ rPl�. il' J+ ic4. 1. oA. dti�dli�. iM1\., GiTM��ciiW� +CB'a;b.:41�rca #uka<3-0 Z UO :' CO 0 W UJ J W 0 : g N a W . Z F-1 Z° M o U 0 n 0 1- W W LL.F - 0 t .. z rz 0 1 ' z Project: A- )e ()et Type of Inspection: 1 >uc, -- S r\ so 1r(+i ( n Address: y33 3 ID o� ,.. , 4---t -- Date called: IC - a. = CO Special instructions: Date wan d: i i I r a DC) p.m. 4 u e s t t e Peel ve- Phone: ( t. 341-( " 4 .Approved per applicable codes. f ta,7, dl tvdti:scaiA+�re lte.x;tiw r :'.�i Gm6. e • 'd ant LS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: . , imr' 7 /9-A-~ 44., Cetft7 /moo. ..1/' t e9-0A" 6. ',4721, L r ,047749 Insult for 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: PERMIT NO. (206)431 -3670 Corrections required prior to approval. f4tie.r; 44 z cc 1 cn 00 W W W 0 : g Q d I— W 2 z �, 0 z 1- 2 j 0 o 0 l- W W I- H z Project: f� t *, I - e r Type of Inspection: ;-- pro rn -; Address: ' 3 )- \ ?) S 1)-0 Date called: �1 -)�` 00 Special instructions: Date wanted: n . _ � �,J 00 Requester: Phone: D..10 A pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ( ri&t -e.s 4 . o L 10 1-Ictifc,1 L` 1 c y d C0 tr-15 Approve4 Date: o Ei $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: 3' >�+•� *su.'`;- ''ti• "%�;''�tr ° T. `?v,sSit "�,a:�i c ' %lfti +�l'�:1 ;:x•S -,. ^:ti'+ 14 .nYL>iCtcw';.EsY•4ir,+Y'd Z row UO N O '. (a = J F- N LL; w O g ' . ui d , H ui Z z� 2 0 co 0 H' W W + — O W C.) - O z Project: ANOtAg' r\e,i- Type of Inspection: i--. r c .rYN I r1Cf Address: s 1 pc.... Date called: — (r. — 7 S - CO Special instructions: • , Date wa5cli Am. c l — ' Op (edri) Reguester: Phone: - 1.0 ( - ,to Approved per applicable codes. ' -to INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITkOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981813\ PERMIT NO. (206)431-3670 0 Corrections required prior to apprO al. COMMENTS: _ • g,-MS 'pc; fla 4,r(os Svc7 ggk 175 . . • 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: ' ,COMMENTS: ( Ws 6 ?) D tc ,&m X10!? /rcr4776 7t( iv /-g £ r i - l POW G /•4-S -- /.60. >41- .�S / W te/446-cd ,7 / /^Y/c p Afit . Oe-wa A a.m. p.m. : Req ester: ,fie G, pa.f A. (• is / t_/,)- y -74 5: loc./ .- .71 -A-Zb cl De zpAme if 57? a S Projee t: ,f /F� /��� Type of Inspection: i�fri Address: , Date called' S •, instr +ctions: '�'t'!� �Z � C2 Aee4 Date w t.; a.m. p.m. : Req ester: ,fie G, Phone: INSPECTION RECORD Retain a coil y with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. F2i (206)431 -3670 1 - 1 Approved per applicable codes. Eiorrections required prior to approval. Insp $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: s :? .�i�itiS3cY'Ft/ MBA' �{ 7�•L'�`�s�"�ati��L�����Sle��.. , LA4 sk.fAi... ai•'iI.1.::Kn:!Ya; 11� `^ u. ' "m�a ' °A+t%,.e'i;+aP+itr561i}�'f as. Q J v '. V O N 0 to Li _ J w 0 cQ N W Z � , I-0 Z U • � O I i w H ;- lL 6 Z CU c o p Proje f r t �-1 Type of Inspection: Address: Date called: Special instructions: Date wanted: a.m. p.m. Requeste ///�''74 ..- (7 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISIONt 6300 Southcenter Blvd, #100, Tukwila, WA 98188) (206)431 -3 Approved per applicable codes. COMMENTS: rtf n ✓ a Ago 177 179 £ - Pe,/ur / Tr4f720 -A S /9 k Dat 7ffe rj $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: Corrections required prior to approval. ,i 7 .61414a4.4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Pro ject: A►3u in Special instructions:. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule et r : ins , ection. Receipt No: I 2 Db0 PERMIT NO. (206)431 -3670 ' "ciEt�tidw'+ti`tltM1k aarii�FAidk SUkdyr'�;'n'c COMMENTS: 10 U 7Z1b. /A fl, , C./76'7V " -5 / T / 6 . a/.B 0 :' Poo-Z. /4C6 (1 7) aitC OYLL I AWES - /i(C f-t(_1) Eh rJ ,:cvit'64) i b , sir �ii�rwa./rr +�r�!¢►�'��i t4 €,- '• /r(13fie.CIS0r-tf ..id.��eC17/ t Le,Z1 l g—r61 / gTwI P31.- Date w t i r Pr /' -( Type of) ' n C., Address: Date called: Special instructions: Date w t Request Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. J/ Corrections required prior to approval. lnsp Da tq El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �a nut? �;kn'.1,L1,Stu.�''rHl.wh4JS:L #� z ce W 6 D 0 to O! = L .±1 N U. w 0 ` J u_ j z = tL Z �I Z � w U0 oS2 o W �U - O tL ■ ' 0 �' z NSPECTIONI INSPECTION RECORD Retain a copy with permit I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,F#100, Tukwila, WA 98188 249e0-19,e1, PERMIT 0 (206)431-3670 Approved per applicable codes. f Corrections required prior to approval. • COMMENTS: "44,01/x4-7 O4607re7e s 4 sa9Af 666 Pe, Acrl t6" /4047-/ • SIW5E-r I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspeci ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No: Date: . . • T Date called: Date qh Caz P.m. Ace r Alm Special instructions: Reque r: NSPECTIONI INSPECTION RECORD Retain a copy with permit I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,F#100, Tukwila, WA 98188 249e0-19,e1, PERMIT 0 (206)431-3670 Approved per applicable codes. f Corrections required prior to approval. • COMMENTS: "44,01/x4-7 O4607re7e s 4 sa9Af 666 Pe, Acrl t6" /4047-/ • SIW5E-r I 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspeci ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No: Date: . . • Project: A l cve vie , Type of Inspection: 1 \ v. Ice' (. 04.111 - w r c l F1,* Address: 4- ) 3 I2oih pL Date called: ci- 1-- CC Special instructions: Date wanted: Requester: rci Ve✓ Phone: 2cu 1 --ti - 3,- (DJ V � Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PER Corrections required prior to approval. F� = /,kj 47- 0 ,4rc .5 4 4 As /!? O�CC /x_ c { 7 V 5 /1 :f . IPo - /¢- // 7 C©,e4 fpv7e. / // /s, 4 (206)431 -3670 Dater p lq:2 $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: ::; ?.• t., va,: tiY::.. �e....: r14u =ii,P:»�3;i�;�.�'f�,A''ivYnA;u" .. � {' ' .'r "d.4ri 4 'i, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (20 Type of Ins ecti 1 \borcl Project: Above iie - Address: S. 2Di h ? � Special instructions: Date called: OC) Date wa ted: C Wrrn Request: V� &fret✓ n Phone: 2G �' —c/ 33-6Iy2 COMMENTS: f yt T/ Approved per applicable codes. 0 LCP-(CA( 1e9trn.5 4.6 Ar c4/6/4(6- P (T. fG WW- - CecP.ZZrc.G *t=( ?- 0 p f.°d.L(c 47160 6e/ LESS ,¢5 / (Q 7 t) i - /tr'or 471/1 /1 w4-a-,5 G,x l ,C'i -r9 1 • -pvt �e 7 Sate/?-7- IF) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule rinspection. Date: Receipt No: INSPECTION RECORD Retain a copy with permit rections required prior to approval. ii 3J'JaMa4,n •' -.. ', §fa rlli'k.'r 4 ' Project: 74 ■00‘kV■ci Type of Inspection: h(Li we, 1■ I ti l(1C Address: , -. 1.- t-33 j 1 a 0 P L called: G1- 1 -- 00 Date wanted: G -c- DO p.m. Special instructions: R uester:. CM 1pVI Phone: ' i ' - 2.C-Jto - - 1 30 -y975R., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: I 06 ..,04 110 1I) EC/ "T.EL DATA TeThy. 1 cj 1,.0 `Ic;t,1 v\c,c e c "' " 7 f Slop Nom, 113 Fac, \, � • ` oAAvn1 R R 3 1 , p WW { -\Vi l Ok 1(10‘c P S\ve S n■ ire f �O�Y ratv�f � MA rlv Iv11 e4 Ins AERMIT NO. 1 (206)431 -367 la Approved per applicable codes. n Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: o "wl'4� �i.tiS,t� s1x i.sb titi1K a }a4::iiJiiaiu,.iL+ ' b'v';V. adf iCa' 4.41sl 4 Projec�t: / � e Type ion: //''')) Add ss: -5¢3 S i A._ Date called: Special instructions: Date wante A ,/' cr Requ elsr : -,Il,y '" Phone: I• INSPECTION RECORD �t�0 ��q� Retain a copy with permit INSPECTION NO. PERMIT NOO CITY OF TUKWILA BUILDING DIVISION 10 (t- `YC 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • E ' r�.<a'6_ -atar . /s 911V• �o (, 1 4t 2� 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: kt,taatsia ma J r ? ,$Zraia ' iE m tikes' y asfs ll#1r i 1 .tN \�4..PL%..Y °PAii[I.{MwNM.L". ",Atw$�i y`.a'+#M8.9YR? YSY,�J;Xe7:i"C :.ys1u�S ti+ y.' dJ`fT.• ti5iM.5'iY y;' .'irk tit . < `ivP'ikw.><r,8 :i[9ittanF�+: :WiA'. °r2to; cw �a[ riitik.�7J�k COMMENTS: 1-� r fIVIsrf( C5c4tnO - LA Ja�' Type of Inspection: rv'am e. LIPCAP∎CR ,.'E- 00 V.. SE CortAfr Address: 5 • ` )-U ' Date called: n _ 5 " � Special instructjons: / om : /L , f704 tf e T jf) 07)44e-- /r7m - 0r , � /.42�5 P2/6re 7F). "- �i4�vr i .( (E7 liC.'S A Requester: V IP1/\ Project:Al ve vve Type of Inspection: rv'am e. Address: 5 • ` )-U ' Date called: n _ 5 " � Special instructjons: / Date wanted: g a.m Requester: V IP1/\ Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERZT NO. (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. I t D . ��f`;) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �! ' �.•'�` yrir�G�ID:t:,.F:sdz�*�tk� �' 'i - '� i�tlMFY3iAi3II: uriv« ti+& rdl L' is.; s:. �k" t:$ �ia�liil tu�' �'-' ��r�WLIP�ffi� '+�':.YAlisii�aT!'8;3+ti��r�wo- f or ,,rr _. Li..+. • d,. Project: // rr �6l01R �40 � Type of Inspection: ! ? 2. t Address: Date called: Special instructions: ,, Date wanted: a 'c3 / .1 , - ACID Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY,OF TUKWILA BUILDING DIVISION 6300tuthcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. , i r PER .4 TNO. (206)431 - 3670431 -3670 COMMENTS/ 04 7 ��na, L o t , , 7 I //) ' ` b4// } 7 07 om L. /t .r, / k -eb;17 , 77 - 6.-■ Yr'(J 4 d C P/ . / .2f,� s t) h Corrections required prior to approval. -L3L- 4 j $47.00 REINSPECTIOI EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' ' - , i 1n r £, a` } w_.c 2 1° 4 feS S 1st aWZ7 b iyas� "^ . rarF/� ` o z e„ y J c.) 0 CO 0 (o w w 0 ',: g u. SP. CI 0 I- w; Z F- LU uj M O N w I — 0 wZ UN 0 Project: Abo.w.neA Type of Inspection: 11et^ tor t,a•111c>ous•c1 rosier Address: `1\ e2 ...7 ` C ? I t c O PL• Date called: j y ;. r - C•C Special instructions: ice+e trcarn pale wanted: - q " r>C- m. p Requester: t'—\ 1f Phone: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. • y .. r ; i •. PERMIT. NO. (206)431 -3670 • Corrections required prior to approval. ,CO MMENTS: /` r ) �-c ;-�- �� Il , s^ Ze4 ao Sri/ -eta,-e, rev I-46" x142 r�Q h • va r.. $47.00 REINSPECT! / FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :4,44.1a cG, r. ...A,i {eti..intil•Pea,Ja;44i i CwF�6311{abiiGS6iOs% •. .' - r ,172 :y. • / iCtiwiSYs Y &t yti�a l+�gF }Si`+.dk�2 •F t� � Ui11 1 a1 ,�iP.w1i �s !d7 , �Y..x cow; W i 0 : TO N;. UJ 0 H I g' O '' z INSPECTION RECORD Retain a copy with permit INS ECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. Pro ect: - A vow Ye.T Add ess: 3 17O tTX- Special instructions: Type of Inspectiqn: `` c1t -tYCI U1.1 Date called: Date wanted: Requester: Ge V\ Pho 1-ie3 p.m. 1 Ar per pplicable codes. erections required prior to approval. COMMENTS: 9 FA4244G. rb&4C-4 !8 A-7"' .(oco cort g , 6 6 /for : CDUK S72 7IA/° ,4i i //,64- "/6t -xt /"%WIN 72 (7 plc 773 (206)431 -3670 Ins �� 2 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No: Date: .S. «�Aales+9leta:r.>.nesSb ",.u: 'naIt a+∎44- 4::,..a ^Xd(zik k9W. s4it G!v ^Suf i6ae3k: ivc ''..�ot COMMENTS: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818; • Op Project: / 9 8a,t,v4=- / Address: 39-53 iSIOTH jD Special instructions: Ty of Inspection: ,higg2 A/4i ai Date_called: Dat anted: Requester: etikit Phone: pproved per applicable codes. INSPECTION RECORD Retain a copy with permit ,1 eato,w•laa;' 4 PERMIT NO. (206)431-3670 {=1 Corrections required prior to approval. . ( Date 2- 0 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: Jo Q• (ow: Ui F (0 Lu D. a m ar F: 2 D. DO: 0 I--; UJ I 5 r - 0 • Z: lb co 0 COMMENTS: . 0 S/-f G. i2. 44 E.5.. v,C) B.8 . �'e t gterE.. FAS ri Lt .f r P wJA l � 0A, v�1� (bc �.i, � / I 2._ /� ^ o caeS c,41 ► 5/ oz. oir (Goc.4?— T (o )2. Lit /sgsz 6O -4 O 5 00 6 £ �C 7)'.. cwt? ../..t (6-c :. G.4- Sc 0 AO 'R CS - 4i`t!f ID o36 P _ Pre --Ad �� TYPe o ton:. /.(f E4J Ad ess: �3s�s1 Date called: Special instructions: y 4 S, 4 _ c "" Date wa 00 am Rest Phone: — I INSPECTION NO. I INSPECTION RECORD R etain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 :1 t PERMIT NO. (206)431 -3670 Approved per applicable codes. J Cor 'rections required prior to approval. 0 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: ice, A -6I .isLilik,arrwwtgi.Ya alt, }.a S•i' 3 r'0!XhV ._ _ _& C.,� akt,.i. --: t . i .41441 +tYa ihCitS7;it7r: re 0O WW • J CO u uJ O! U. 91 a Z zo 11J uf UD .0 D H W w I-- U ' w O z Proj ct: 1 b ,o IU/ f T e of I s ection: s ate � / ( )cif L cal led: ' Special instructions: Date wanted: g J r in Requester: j.-� � .-� � /� Phone: ., 7 q0 3 INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , -3670 Approved per applicable codes. Corrections required prior to approval COMMENTS: Q �LG /G e ,d €-, /2'? o t othe r f0 G4-c.,l6 /Z $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: Gr r.a � c a• `�. AM.. L14�'S44 1 ri 4 nlitOt: 4....'i.., r� .:.+.. . ,ex ai' k�A' ilY Trl ?:+e,fi tdYK S.Krxi «IiVf: z CC 00 rn !. = ';. N LL w 0 ,, j : w O ' I-- W` z �! I- o tu 0 1- : w uJ IL. 1 6 Ii Z C A 0 F.- z PrRRject: A 0VPrP.• Type nspection: w t 11 .i.nL.tlrii ( l Address: Date called: Special instructions: ate wanted: a.m. Requester: cikr) Phone: _ 'D tAri —14(1 P` COMMENTS: O P4Oet4 ez Gc/4t artsa -r . oit sS ( loci' -5 0 fiAtYviE c)?.:: n3 (?e-cit5 P--,iakt-- C& -(t TD 12 /l t t 7-10 oi4 M or ... at, 04- (SFr c vit., i 49 4/04f1 w�771 i ce-.� -. �c�.c7ZC . w/7e -y /,J ,eicavtl Ines, or / Date: fkY.s^ .. i dJ�tir INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pprbved per applicable €odes. Ili 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: PERMIT NO. (206)431 -3670 .,",). Saw• X: n: Jc)n...`bilc.,.bei:.s';rwa7.r:• ;y.a .•s..s.•�,.°i ei wAlNXt , 86'l ' ° '+.kuea': "tA,4. z 7U 0 co o; w N LL, w 0 ,. u- a : Nom Z Off 0 I- ui U. O . W Z o ~ z Project: �� � VOle- - pe of Ins a tion• I : /,� ,C /f _ZiiSOI - 3-133 ddress: 133 ' 1 o * �' L D. calle: d - '� Special instructions: to wa ted: • ' a.m. (I P on -.720, q 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. COMMENTS: cif a • Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Suite 100. Call to schedule reinspection. 'Receipt No: M 'l� : . K r, " �'{` � 1'T•:� �TM����� • Sf7U+tt�hHtlgA',�'MC` ' �' vw. � .1C:.'+i� Y 3+.X!vK.ri. tlarla.:.:iv��1•t'. ,n s4:i:�itaa�SisW:. . \w ; Wl€; JSbi.d•SYK` ‘Udiv id L "' L7Jtd. 1"1610.441.t + X414 4419'' .1ViV 41NJ }NKnkvail �(fi: •x $Tid it]d[M% �4; .� +ia •a`i7#�i�..7. ':.'��i?1 Ul 0 0 CO o: W I J i- N LL W aa O` g Z d� W Z F . o, . Z U 0 i 01- W W' 0 . CU V ProW0 /va l.-- m Typ sp ctio • A dlt ... . . ..... 5 Date called: Special instructions: Date w.0 •.m. Req 0.4 .1,:f ,4 .40 Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Apprr plapplicable codes. orrections required prior to approval. COMMENTS: P:44740,,Lir - 6‘ 7 /./ /40906 , 6 Re"..voe 0/4 ,,z433e / 2 79 7 4( /6,5 4 fl $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: PERMIT NO. (206)431-3670 tw,,,L1. b1:44 , o •'' 4.‘4, Pr • �1 ��v Ai ET Type of In pection: FAME Address: 3 55 -- 1W PL Date called: Special instructions: Date wanted: gre7 a.m: p.m. Requ tLa. Phone INSPECTION RECORD Retain a copy with permit p2c00- t e ge] INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 i (206)431 -3670 Approved per applicable codes. PERMIT NO. Corrections required prior to approval. COMMENTS• r AE. 1 AI S /L C7 W8 WA cc, CO d IDpd y uC GL ,3 TO E .S NO T VE)2 I (i-1 t--.. A46 E"ES. ��.G'/ 4g.. /0 f f L S ✓S E. 4 T S N/•.,e 4CLS METAL STvbS vie /ii ct. . Date: /t1 5 ?a,... J `' 6 t -ICO C. 1 F PA sixt $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ° 1d:0.ak„u7: ?•LA' '�.`.40r. - r .ti. la.: 44141 w;isiaYusx�::ntt$r "tit'u ^ ': Project e Type of Inns tion: Address : S I Zv et-- Date called: 12-P 7 Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 [r)z coo - 2 PERMIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: t , - Inspector / lip � ( Date: /2 /21 7 $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 .u.,n..eu:.. Aa. ;.:,.>,....ttt, z: t,?, eWC+....: 4Ak• SL": a.aY'.:� "'x5�nt�a.?>.Safii�u:k� .S s 1:4i:xwnx.* rJi ic?kine ry,aa.a <tif,.os� :t? AaMez. „ {.,�„.;r;■∎r: §' W w J N LL W O u-< 11J uj U O N 'O H; W + U. O Z' Z i Projec e,N eA Type of tion: Address: 't Date called: Special instructions: f Date wanted: a.m. p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 , ,, I L` cod II PERMIT NO. (206)431 -3670 Approved per applicable codes. . Corrections required prior to approval. COMMENTS: F►tih GILPt) Inspector: 1i /. a L Date: /2 j /2, / El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: u,x7; :;.:, r.1.S I.:i4l.t, .$�lv1N.VA�i/�^` }.�,i .k'+•'i .4c4: } . teakfI!N Project:A j2 r - Type of Inspection: �, Address: Date called: Special instructions: ��. .. Date wanted: l 1 c l a.m. p.m. Reque ter: Phone: I, - 73 3 ' 6 i a INSPECTION RECORD Retain a copj with permit Y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98.188 INSPECTION NO. Approved per applicable codes. $f atte ? :UAht i bsM..'y. t . °t-' Stg t a PERMIT NO., (206)431 -3670 Corrections required prior to approval. COMMENTS: er-itb' (iNSIA t4 trO to 6- -L ; ).\ e w AA t (n" P1r 1 ) . 5 Tt e 5, W it Pp L (5 5cb-I r 2,- set Inspector: Date: IJ f (PO $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: • ras4bi; 4t.1.1aUNVLq naen tvi s: ?xJyll laesniv�rr ctw,wXt :aim 3 ek.6 .4.41 +1k"vtia �+.x t'r,:vlc� ll.S..a.rt:8 ks�±rrn'.�'9.SJ, ft , Ili N �I W u. ui ui O. u_Q N d HW, j Z 0 ui ° i . w W . I I O. 141 z , Z Project: Ab avehe- T of In �,s0 Address: 3 {33 s 120.41, PI Date called: , 6 I -I- 00 Special instructions: p� C I izikk mac , Date wanted: A $_1LI- 00'pC. Requester: m Phone: . , 730 - (0576 INSPECTION RECORD Retain a copy with permit INSPECTION NO. r PERMIT NO. CITY OF TUKWILA BUILDING firION ( .. )tJ 6300 Southcenter Blvd, #100, Tukwila, W4)98188 (26)431 -3670 '. CO . ' Vh4-1 c4.Jlx tr/i/c6 /// / -T/e_ /3 1 t I( G+ ,.. WHO /1P-A` /S5 puel Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $47:00 REINSPECTION FEE REQUIRED. Prior to inspection, fe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 4:111:4•4 1.g + :;li't11WiAU its; fiki.' lti4G ^:«1;9dat.i+Ya&at #. a{ :2till;+h. i7 t t •�.i�r r .. , ,a. r 2"77, �•� 0 } ' ip(; 4�i'1i«ti}gf•' `" � • 'i�''t ;y. +�.ir ��; , • • ;7'-'""r i,,i t FINALAPP.FRM City O , ✓ kwia John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name 06,1, INk& • Sprinklers: Fire 'Alarm Hood & Duct:. Halon: Monitor: Pre- Fire: Permits: . 510 Authorized Signature 3433 S I TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift . inspection ty Approved without correction notice Approved with correction notice issued Permit No. Z 2.0(X) T.F.D. Form F.P. 85 Suite 3Iz Date 61 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 375-4439 e "3i: +.tivL1`•'vY$_(i.u6:+liR i7'iYR14iu•.5' .1i0 re w 0 O ' 0) W w J w g a _° w z � �o z 0 0. 0 c o 0 I- 0 ww ti 0 . . U� PROJECT ABOVENET INTERGARE EAST I understand that the Plan Check approvalwirf rrVuEgvil A KEYNOTES: , ! , !Ier,1 to errors and omissions rind annrc -f L UNDERGROUND, DOUBLE-WALL JUN 1 Jf 2000 WOO GALLON FUEL TANK 2 GENERATOR ROOM WIT/4 THR EE PERMIT OE VF1 SD GALLON FUEL TANKS. DESCRIPTION FUEL STORAGE woossicia DATE 06114100 SCALE: 1/6":1'-0" FILE: S a BEy .:111,-,, ARCHITECTURE DRAWING Sabev Architecture 12201 Tukwila International Blvd. Fourth Floor Seattle. WA 98168 Tel. 206-281-8700 Fax. 206-281-8920 z 1-z tu 6 M -J c) 0 0 co • W co U. L u 0 g D. Z I- 0 Z W uj u jz . U) C.) 0 JUN -14 -2000 14:40 r SAM; L UserMaterial Safety Data SheeITM for: I understand that the Plan Check ntr)re "rr-' Fuels/011si'Lubes Chevron Diesel Fuel No. 2 Chevron Environmental Health Center, Inc. P. O. Box 4054 Richmond, CA 94804 r FILE COPY L Section 1: MANUFACTURERIPREPARER INFORMATION A HAZARD WARNINGS EMERGENCY PHONE: INFORMATION PHONE: DATE ISSUED/REvISED: HAZARD RATINGS: 0- Minimal, l =Slight, 2= Modera DANGER! COMBUSTIBLE. MAY CAUSE SKIN IRRITATION. HARMFUL OR FATAL IF SWALLOWED-CAN ENTER LUNGS AND CAUSE DAMAGE. (800) 457 -2022 (800) 582-3835 Mar 17, 1990 Section 2: HEALTH HAZARD DATA 3Serious, d.Severe HEALTH 2 FIRE 2 1 PERMIT REACTIVITY 0 ROUTES OF ENTRY/SIGNS & SYMPTOMS OF ACUTE EXPOSU1tE: EYES: Not acceded to Oauao prolonged or aignitiare rye irritation. SKIN: Moderate skit irritant; could cause prolonged (days) injury to affected area. The degree of injury will depend on amount of materiel that gas on skin and the speed and thoouglmaa of the first aid treatment. Signs & eyrnpeoma Include pain err feeling of heal disoolorstim. wailing, and blistering INHALATION: Can cause antral nervous :yam class; headache, divine:, loci of appetite, weakness and loss of coordination. INGESTION: Radically nomonio to internal organs. Boauec of kw vueoaity ofautasata, it an directly Ater the lungs ( this is called aspiration), which art emu during the ad of swallowing or vomiting the suhdanon Once in the limy, sulrsumue is very diffwukto tenove and out cause severe injury to the lungs and dank NOTE: Overexposure to naphthalene by inhalation of vapor, ngettian or skin award may produce headache, fever, prafuae sweating, nausea, abdominal pain. dianhes, Whew, tremors, onnvuhims, evidence of blood emnge!, ndudinghematuria andhemoglobinuria, and optic neu b I. Chronic Effects: See acute ,symptoms above. Carcinogens: Diesel engine exhaust has been listed as probably carcinogenic to humans by IARC. Medical Conditions Aggravated by Exposure: Individuals with congenital erythrocyte gluease -6- phosphate de.hydrogenase deficiency may be particularly susceptible to the hemolytic effects of the naphthalene. JUN 1 4 2000 EMERGENCY & Fmsr AID PROCEDURES: EYES: No fast aid procedures dures required lievrever, as a prornaim flush era with fresh weer for 15 minutes. Remove omtad imam If worn SKIN: Remove ameammadmmd clothing, Wash skin thoroughly with soap and water. Cartad: physician if any signs or symptoms described above occur. Discard nntarninatal nanmrsicrpraof Moen and boas. With aodamirated clothing before reuse. INHALATION: If any sighs or :tympana draaihed above occur, move to frah air. If any of these effects continue, contact physician. INGESTION: Give wear or milk to drink and all physician. DO NOT INDUCE VOMITING. If maiial advice anna be obtained, take person and prulud. cu ntaner to the nearest medial facility, NOTE TO PHYSICIAN: lngenion of this product or subsequent vomiting may result in aspireim of light hydrocarbon liquid which can cause pneumcnitis. Section 3: PREVENTIVE MEASURES Respiratory Protectioo: This product may be an inhalation hazard and, unless ventilation is adequate, the use of approved respiratory protection is recoinmceded. Ventilation: Use only in well ventilated areas. Gloves: Wear protective gloves. Eye Protection: No special eye protection usually necessary. Other Protective Equipment: Skin contact should be minimized by wearing protective clothing. Work/Hygienic Practices: Avoid contact with skin or clothing. Handling and Storing: DO NOT use or store near flame, sparks or hot surfaces. USE ONLY IN WELL VENTILATED AREA. Keep container closed, DO NOT weld, heat or drill container_ Replace cap bung. Emptied container still contains hazardous or explosive vapor or liquid. CAUTION! Do not use pressure to empty drum or explosion may result. Not for use as portable heater or appliance fuel, Toxic fumes may accumulate and cause death. KEEP OUT OF THE REACH OF CHILDREN LDREN AND ANIMALS. N/A =Not Applicable. N/E =Not Evaluated/Established. N/R =Not Reported by Manufacturer. EIVED CITY OF TUKWILA 1 Continued on Page 2 P.02/03 CENTER accoiqz0 JUN -14 -2000 14:40 Reactions Campotwnt Name Fuels, diesel, No, 2 Hydrodesulfhried Middle Distillates Straight Run Middle Diattllatcs Kerosene Hydrodesulfurized Kerosene Distillates, Light Catalytic Cracked § Naphthalene FleshPtinl(Melbnd)c Estliguiding Mew: SpaidlPFeghting Praoodunee Um ualYnsand E>piodonHaw& Ptumilurew Ware Dbpsak �....,..,.. Chevror esel Fuel No. 2 PAGE 2 OF 2 Section 4: HAZARDOUS COMPONENTS & EXPOSURE LIMITS CAS* 68476-34-6 64742-80-9 64741-44-2 8008-20-6 64742-81-0 64741 -59 -9 91 -20.3 10 ppm 176 -370 °C (348- 698 °F) 0.04 PSIA @ 40C N/E Insoluble Pale yellow liquid/ Gasoline odor. OSHA PEL N/K N/K N/R N/R N/R N/R 125 °F (52 °C) Min. (P -M) CO2, Dry chemical, Foam and Water fog. Grzyk plsrsoetVoldic Evaporation Rota !H: ACGIH:TLV N/K N/R N/R N/R N/K N/R 10 ppm Section 5: PHYSICALICHEMICAL CHARACTERISTICS Other Line N/R N/R N/R N/R N/R N/R 15 ppm STEL II 4F § indicates a luck chemical subject to the netting requirements of SARA The III, Section 313. 1' Indicates a chemical known to the State Of Cat omia to cause cancer, birth defects or other reproductive harm per Prapositbn 6S, 0.84 @ 15.6/15.6C (Typical) N/E N/E N/R 1 00.0 I Section 6: FIRE & EXPLOSION HAZARD DATA mua&lelimitsI1.1r N/R UEL.: N/R PERMIT CENTER < 3.0 For fires involving this material, do not atter any enclosed or confined fire space without mope-protective aquipmod. This may include sercemaina 1 breshing apparatus to pros* against the hazardous offers of normal product of oombustiar or oxygen deficiency. Read this attire docameas. Liquid evaporates and forma vapor (fumes) which can catch fire and bum with plosive violater. Inviaibie vapor spreads cosily and can be set on fire by many sources such as pilot lifts. welding esquipmem and electrical motors and switd►es. Fire hazard is greater as liquid tanpanturerises above 85 °F. Section 7: REACTIVITY DATA r Stability: Stable. Hazardous Polymerization: Will not occur. Conditions to Avoid: Do not use or store near flame, sparks or hot surfaces. Incompatibility: May react with strong oxidizing agents, such as chlorinates, nitrates, peroxides, etc. Hazardous Decomposition or Byproducts: Normal combustion forms carbon dioxide and water vapor, incomplete combustion can produce carbon monoxide. Section 8: SPILLS, DISPOSAL & ADDITIONAL INFORMATION Eliminate all opal flame in vicinity of spill or released vapor. Stop source of Ink or release. Clam up as tam as passible, observing ptaautiona its PRetesive Equipman. Cocain liquid to prevent futtltor contamination of soil, surface waver or groundwater. Clean up email 'pills using abroduot mato4als or pumping, Where fassible and appropriate, meows anuminarad soil Follow prescribed procedures for reporting and responding to larger releases. Place contaminated materials in disposal containers and dispose of in accordance with applicable regulations. Contact local environmental or health authorities for approved disposal of this material. Additional This material is considered a water pollutant and material release should be prevented from contaminating Ii smatli n: soil and water and from entering drainage and sewer systems. The Information contained In this EndUser Materiel Safety Data SIIAOITM has been complied by MSDS Rx from original manufacturers data. Efforts have been made by MSDS Rx to check for completeness and accuracy. MSDS Rr and no other entity Is responsible for any variations between the original manufacturer's data shut and the content of the EhdUser MSDS'", Since the conokons Under which this infornsatian may be applied ens beyond our control, neither the manufacturer nor MSDS Rx assumes any Yabilfy for any result's or affects ofks use or application. ESGE. P.03/03 RECEIVED CITY OF TUKWILA JUN 1 4 2000 TOTAL P.03 Z re til J U 0 0 ' t/) N W W I :: WO g Q to �. = C3 I— Ili Z� ` I— O Z I— W ul tip U O - 0 � W u i ti. O W Z F- I-. O Z Building Permit 1997 Washington State Nonresidential Plans Checklist Energy Code Compliance Forms - • - . ENV -CHK First Edition. June 1998 Project Address AbcveNet Date 6/14/2000 information is necessary to check a build The following ry the Washington State Nonresidential Energy Code. ��pp rI t gt'rf 1. Pgo t the iance with the lgi envelope '- g t<i �� ti tor compliance wi h the Dull99l g envelope ,uhlect to errors and omissions alto. .w•r',' - to Lit e reg lrements in .'o - .1 Applicability (yes, no, n.a.) Code Section Component ' `'" Information Required • Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces Identified on plans if allowed yes 1302 Space heat type: Electric resistanc lr"Other", indicate on plans that electric resistance heat is not allowed M3.0 yes 1310.2 Semi- heated spaces Semi - heated spaces identified on plans If allowed H3.0 1311 Insulation yes 1311.1 Insul. Installation Indicate densities and clearances A3 2 yes 1311.2 Roof /ceiling Insul. . Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts A3.2 A3.2 N/A A3.2 yes 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior Insulation Is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option Is used or if credit taken In ENVSTD; A3.2 A A3.2 N/A N/A N/A RECEIV CITY OF TUI JUN 1 /, 'r no 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents N/A N/A N/A N/A N/A PERMIT CE'' yes 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected EXIST EXIST EXIST no 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official N/A N/A N/A N/A yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area _ yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, If values are default then specify frame type, glazing layers, gapwldth, low -e coatings, gas fillings ENV no 1312.2 . SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) N/A 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A3. yes 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. A3. N/A yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A3 2 no 1313.4 Floor vapor retarder Indicate vapor retarder on floor section N / A no 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground N/A 1314 Air leakage yes yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping A3 1 1314.2 Glazing /door sealing Indicate weatherstripping A3 yes 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing M6.2 PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes Envelope Sum. Form Completed and attached. Provide component performance worksheet If necessary Provide ENVSTD screen 1 output if necessary YES INCL INCL inatnn State Nonresidential Fnerav Code Car~ Danc Fnrm If "no" Is shown for any ques Ion, provide explanation: -11 : +F'a:r5IntrP"1" •. :M,rt!n..K. r. p, -,.... +. ,erveunrwnnrar -7+zt '!,,, .... .- ... ...,.....w W O D Q CWILA fA � ' Z 000 Z al TER Z O g' uj D 0' O -, 0 I- W W I V lL ~ ' O W Z O - 0 H Z Space Heat Type Q Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included In the Gross Exterior Wall Area if they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 2028.0 - 33540.0 X 100 = 6.0% Concrete/Masonry Option 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic For Building Department Use N/A All Other Roofs Applicant Address: 5005 3rd Ave. S. Seattle, WA 98124 R -60 Opaque Walls R -11 Below Grade Walls N/A Floors Over Unconditioned Space N/A Slabs -on -Grade Exist Radiant Floors N/A Maximum U- factors Opaque Doors 0.250 Vertical Glazing 0.4 Overhead Glazing N/A Maximum SHGC (or SC) Vertical /Overhead Glazing I 0.460 Project Info Project Address Abovexet Date 6/14/2000 3433 South 120th Place For Building Department Use Tukwila, WA 98168 Applicant Name: Mckinatry Co. Applicant Address: 5005 3rd Ave. S. Seattle, WA 98124 Applicant Phone: (2o6) 762 -3311 £<'! S,'.• „ ,.. - •-, - I • ,.• • Envelope Summa Climate Zo 1 . u ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms 'Project Description I ❑ New Building ❑ Addition 0 Alteration 0 Change of Use Compliance Option ❑ Prescriptive Q Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Semi- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces' IR -30 'Refer to Section 1310 for qualifications and requirements Notes: First Edition. June 1990 Opaque ConcretelMasonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC Z 9.0 Btu /ft below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) U- factor RECtn/Fn CITY OF TUKWILF. JUN i it 201111 PERMIT 0E1\11 L-H Project Address AboveNet Date 6/13/2000 Space Heat Type 0 Electric resistance 0 All other For Building Department Use RECEIVED CITY OF TUKWILA JUN 1 4 2000 Glazing Area as % gross exterior wall area 6.0% Prop. 40.0% Max.Target Concrete/Masonry Option 0 Yes 0 No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonrtejggl CFN•rf= -+ is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) Vertical Glazing NREC U 0.750 Plan ID Fixe Default Double d Fixe U 0.900 Plan ID NREC Default Dbl U= Plan ID: U= Plan ID: U= Plan ID: . U= Plan ID: - U= Plan ID: 0.750 1980.0 1485.0 0.900 48.0 43.2 0.900 2028.0 1825.2 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13 -1 for Conc/Masonry values) Overhead Glazing solgy�anp U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13 -1 for Conc/Masonry values) Oth.Roofs I U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Opaque Doors U 0.060 Plan ID NREC Insul Metal U 1.200 Plan ID NREC Uninsul Metal U= Plan ID: 0.600 525.0 315.0 1.200 320.0 384.0 0.600 845.0 507.0 Electric Resist. Other Heating 0.60 0.60 . Roofs' Over R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.031 0.036 Other I Roofs R 30.0 Plan ID WSEC 20 - 7 Rigid R= Plan ID: R= Plan ID: 0.032 109416.0 3501.3 0.050 109416.0 5470.8 Electric Resist. Other Heating 0.034 0.050 I AlleM anbedp R 11.0 Plan ID WSEC Table 20 - 5A R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equal 0.140 30667.0 4293.4 Target Opaque Wall Area (see back) 0.140 30667.0 4293.4 ** ** Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 I SIIeM apeio molag R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Floors Over Uncond. Sp. R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 Slab -on- grade R 0 Plan ID wsec Table 20 - 2 R= Plan ID: R= Plan ID: R= Plan ID: 0.730 1290.0 941.7 0.540 1290.0 696.6 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13 -1 for radiant floor values) r *For CMU walls, indicate core insulation material. Totals For compliance: 11 Prnnnsed Tntal Area shall enual Tara 144246.0 10963.6 Totals 144246.0 12793.0 t total Area ana Lt rroDosea I oe. UA shall not exceeo t aroet I Offal UA. • • I - .. 1 - . - 1 - a : • so. • Envelope UA Calcu . ions Climate Zone ENV -UA 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition. June 1998 . n•+*+ �z^ a�nnsr.. �, rr<:. .n::amaat+rru*wrnx,,..:..w...... j{ OG= OG= Target SHGC SHGC x Area (A) = SHGC x A VG= 2028.0 0.650 1980.0 1287.0 0.650 48.0 31.2 1.000 2028.0 2028.0 109416.0 *Note: Manufacturer's SC may be used in lieu of SHGC. Totals 30667.0 Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A 6uizeo ID Double fixed ID Double Non -fixed ID: ID: ID: ID: 0.650 1980.0 1287.0 0.650 48.0 31.2 1.000 2028.0 2028.0 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13-1 for ConcJMasonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. Totals 2028.0 1318.2 Totals 2028.0 2028.0 Climate • e 1 ENV -SHGC 1997 Washington State Nonresidential Energy Coda Compliance Forms 1. .1 . . ►•1 - •'1 . •' • •• . 1 - • 11 Irst Edition, June 1998 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: 1997 NREC revisions allow SHGC compliance for vertical and overhead glazing to be calculated together. The 1994 Forms required separate calculations for vertical and overhead glazing. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 33540.0 I x 40.0% I I 100 I= I 13416.0 I 13416.0 I Roofs over Attics Other Roofs Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 30667.0 I+ I 2028.0 I- I 2028.0 I I 30667.0 I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Walls' Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glaiing Area (Table 13 -1) Target OG Area in Roofs over Attics lesser 13416.0 Max OG Remaining = I 13416.0 I _ ue Area Pro sed OG Area Target OG Area Tar • et O • a• ue Area p + = 109416.0 � Target OG Area in Other Roofs Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Maximum Target Glazing Area lesser 13416.0 Target VG Area 2028.0 1 Note: OG = overhead glazing VG = vertical glazing For Target 00's, the lesser values are used both here and below. I Target Areas OK I RECEIVED CITY OF TUKWILA JUN 1 4 7000 PERMIT CA- -N At November 2, 2000 Attn: Brenda Holt Tuwila Permit Center RE: McKinstry Co. — AboveNetjobsite; temporary boiler and fuel tank On our project at Intergate East, AboveNet site : 3433 120 Pl. S. Tukwila, we installed an extensive cooling system for our client. Now we need to test and balance the cooling system. To accomplish this we must impose a false heating load onto the cooling system. In order to do this we will be bringing in a temporary diesel fueled boiler. We have contacted Washington State Labor & Industry to have the boiler inspected by Tim Swanson. It is our intention to mobilize this boiler onsite Monday, Nov 6, 2000. The diesel fuel tank is a 3000 gallon, double containment, skid mounted, steel tank. This boiler and fuel tank will staged in the north west corner of the Above Net site. It is our best estimate that we will be using this boiler and fuel tank for two weeks, then it will be removed from the site. I am including a fuel tank submittal, two site plans, and a sketch. Thank you for immediate attention regarding this issue. Please contact me if there are any questions at all. Sincerely, Kecia Pitts Piping Coordinator McKinstry Co. (206) 762 -3311 ext. 8272 5005 3rd Ave. South • P.O. Box 24567 • Seattle, WA 98124 -0567 • (206) 762 -3311 MCKIN••372NO pLoco -lq *wee( 1 • klotrk., 8` . ma, rn w, 9 Nu. w q J, LL Q Z I— ,UJ Lai 3 p' O co', w w • z O F, • Z 89" 1 r vv v19 ..9.225Jbs. Thickness: Inner Tank 6 qa. Dike: FIDor and Wails 2 ga. Cowl 6 ga. 13' TANK LENGTH 17'6" OVERALL LENGTH TANK EMERGENCY VENT 18" SPRINGLOADED MANHOLE 24" ..� LIFTING LUGS 2 EACH SIO 01 CENIERUNL AND AT EACH END OF TANK n m END C:J 4" FPT OPENINGS (TYP 4) DIKE EMERGENCY VENT /16" MN SPRING LOADED 0 - I - rn C< X R, U DIKE VENT 2 CPLG �,.� Dam ar:d Tank shall be buiN and tesled In accordance w lb UL specilicalions and shall bear the aboveground UL - 142 label. Volume of secondary containment is sized lotully contain contents of priipary fik. o Ealerior is red ironoxi,to primer. This IaLI yualitius for we In seismic zone 4. Diawrn to scala. I41ekl.Is 8 measurements are approrlinnle. 0 NOTICE THIS PRINT AND THE INFORMATION CONTAINED HEREIN IS PHOPFIE- TAHY TO ACE YANK a ECUIPMENT CO AND SHALL NOT DE IEPHO• DUCEU OR DISCLOSED IN WHOLE OR IN PART. NOR USED FOR ANY DESIGN OR MANUFACTURING PURPOSES. UNLESS AUTHORIZED IN WRITING BY ACE TANK a EQUIPMENT CO. U FOR: J08: NOOICE • I I SERVICE:: 18 MN k .3 FPT ,_ .(T1fP Ow 4 NOT TO SCALE rI 3,000 GALLON TANK Part Number . ACO300002D1 ADOVEGROUI4ID UL -142 DIKE TANK - I MONITOR: 2' CPLG (TYP 3) , DIL -1301 TED 76" DIANI: TER 78" SKID 95" OVERALL DATE 1 I 1 ACE TAW al r` EQUIPMENT CO, 5EATIIE POMPOM WAYWARD REQUIRED [l ESPERSON E CUSTOMER AI'PIIOVAL SIGNATt31 U u) I u, 0 g a to D ( Lk IU Z O ' LU 2 p ' m U N , 0 U u j m li- �-, Z` V N .. o n N D Q AND MAINTAINCD,TO Y A(tV EWSIla THe TESC S D'JRINO THE DRY SEASON Mt?, MAT TAU. NOT BE EASTURSED SHALL BE DIUCCIAIRY STABILIZED Z ADDRESSED YATHIN :MJM OF ONCE A UONTA LATE 10111111 A CATCH BASIN. �E CLEANING OPERATION SHALL APPJED AT A WNIUUU ! . AND USED ON THIS SITE. DRY TO THE POINT THAT OFF BY SPRAYING. IF NECESSARY. 443 S2 UC•NT /RN CNTOTNG ARDS. . CONDITIONS CHANCE THE 4LA TESC MINIMUM DRY MASON OR TWO DAYS ND OR EQUIVALENT. BAPS REMOVED IF N H N -1 I ASPHA EDG OF A 35TH AVENUE /SOUTH .� r � CONSTRUCTION FEnCC (T) 1 • G, P. S. N.N °•L 9 s a 9 LOG C wet I 1 0 GL FL O PA ASPH HY OH TOSS STREAMCJARO CATCH RASH INSERT (TYPICAL ALL CATCH BASIN GAMES ADJACENT TO NORK AREAS) .1 ti L� e TI (M STRUCTCN FENCE ) ,,,W., a. r3� u,.,t.a:7:#', -vrw. eat ,��rn:e.i�Yt- zun.u.➢x�.ixar'.N S�r''�.k� = - °.� T ...l... C 7 wi� C= V C :GNSTRV :TCN FENCE x- -�—z —x x- CONSTRUCTON RI (T11) 0.17 : ' i �w •w � % (\ �• U �µO1N A EAS G‘ ASPS ALT EDGE Of c.:,risrout nal FENCE ..." n „ t- - -." 0 rz....3 = ) . 1 c.-...-:: = =4s PLETIcR FENCE a v ! ■7,7) ---.....,,, - 1. x---x x . _...x 2.._ x FOSS STREANOJARO CATCH 9004 INSERT (MCA. All. COCA RASN GRATES ADJACENT TO NORK AREAS) _consnquencs FENCE rrp e_ 1 C-- v‘a C a ti V") 0 I I •• Reo p, L s RECEIVED CITY OF TUKWILA - FERMIT CENTER DAVID EVANS AND ASSOCIATES, 1620 WEST MAP.IE VIEW DR. SUITE 200 EVERETT, WA 90201 425.259.4099 INC. oAsccon •/40 IC at CO CI. rvAPAI=col\s"Arro4uscoocq‘ REVISERS ISSUE DATE &sip and RAHN =WA applabe Is* ceollok 4.10•1 4.4■114.11 11 310. ant as Imo Mt rot le &ONO* owl a= Wag Da NAY west el Re Way Cwpor41144. riria3grang. ERAVFM m.E TESC MASTER PLAN PROGRESS LATECCRSTRUCOON ISSUE 7-17-2000 FILE: /COMET/Mr/Mt Do0SeCO3.0WC PLOT: . .0 S,..; • 1 ,40.,2•21.67acrnst-wivaroara ....ont .-.......................-,...,.......,... ..........-,-,..-.-...• .1-.-......p 7: ..... T,z, 7. ::: 7. ',I 7:0" .„ ... .11 7::, .... Ira 7.7.: ) .,'7 74 •-:-....:7..(5 ...,,-;..7 1 . r .. 1 1: P41,1, T. IL.. 1...... 1 „ • r .... _ ...... r .o . :41-_-:•.:Tf..f.--0-........---r.4....r-:(5 t ,....... ,.... ._ ..;.-.7.7• ' ,r,■ - ''' i! - - • • ,I 3 •■ I --,,,,,-...r.r..u.ssr..1 / i .. ' .::3 , !F . : , , i i- , [g.Di ; ---4 . 1 4.■ 1:PAC4.1 Iv ... ....._. ... f_ i ' ZI__ . . .._ .._. 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I : , 4 I II I `T... . i I ab•HIR , . 11\+--.1. : ! 1]!. 2 • , CLEANOUT ? ,., 1 1 • 1 KRAC -4 1 • .. 7: fl.: !! 1:1: 7 ' -; ■ " - 1 , r 7 6 . ..•-u.--.--L . • . 1 . . : , . — 1 .... 7 :•••:1; --. 1 : '•: 0 - ---, • - — ••••,' : : 1 , -4 i 1 • l' ' . I I • I ' k . 1 ! •10•3 77.14.00. ..: . - • • i ! I 1 !! • 0 .I I ! I : , i . . , ! !•'l ' 4; . I Li ''' iii I j • I • 1 ■ ! C filk i • •. ••• ••• , , • t • , , 0 - 2 ■ raity-s .,. ._. .•=.■•••.1.4,, /00C-5 1 '1.,,.....4.—. _•._..:•.1 • • - -• -...- •- .••••... ••••• • [3 . I ." ", Puc- -- 1 5 -- smu =Na a:. f r 0 .. ./,..- :......,: , ,. :. . L •••••••• •;......!..••••,..•••••• ■ . -,•••••-11 •••.. 3 . .....314..../• •■■■•••.° A . i .2 • ,i • I , I i • I t 1 55•51e5. /5•51.5...d. 7 3 re.m, ED • • • • • ■••■•■■-■•■■■•■ , • :: I • . i I 14' TO 1101PORAFT 0411D OWL. FQZ TAN f•-• NOTES: C) HIGH PERFORMANCE BRAY BUTTERFLY VALVE. 0 TERMINATE IDW ABOVE FD-2 SEE DWG 1.12.0. GRADE PIPING 0 1/8" PER FT. (r) PROVIDE 90' ELBOW UP TO CLEANOUT. BO I LE tlk FL E. L. T•'17 G LEAK SENSOR LOCATED IN PIPE CHASE SHALL BE PROVIDED NTROL CONTRACTOR 30' ON CENTERS FOR CHILLED WINS LOCATED IN CO-L05: CO-L06, CORRIDOR 150, CORRIDOR 149 CORRIDOR 140 & SPRK 151. TBIPERATURE CONTROL CONTRACTOR SHALL PROVIDE SHOP DWG. OF LOCATION & MATERIAL FOR APPROVAL e*" RECEIVED CITY OF TUKWILA .111111E1 r ZWAre AVM/ 4% AI Jame. J: V 4% 4,0" 49%4W/47 47 f% .4: AY AVM/ A/ 4' 17 47 4re A M% ..re 47 .4Z0V Ar A/ A/ A/ AV 41 45207 477497 44/ .0/ Ar Relish 1:•5••: Feris:ons: Des:cm term: NOV - 2 20011 PERMIT CENTER scale: AboveN et Seattle, Washington l.T ci'st r i Sheet Job NO: 35372 nrargaggst l cows: Os-IC-el I 7/17/00 CONSTRUCTION ISSUE 6/14/00 PERMIT SUBMITTAL If. )44 Cf444'ftO4 Dote: 06/14/00 DZ Checkeo: LL/JRV ENGINEERING Oti1DIA11. FLOOR PLAN CHILLED WATER PIPING 1' = 20 M5.1 • - '• ••••••• • • • • • ••••• ,••••■" o',:i•L•ti•!••••••:,W.4'4 !itr Li w w w 0 2 g "Zr < D - a w 0 az D UJ n 0 0 uj 2 U. I - 0 • Z 0 D' 1 0 I- , 9- , � . $ . OE is • r --- is e 6 1 1.6 • • • 0, = * !''‘ • f.; a: 4.; • r • t' • • • •••:,; • - • . . 415 •:; •*-!* • • • • . • • -• • • te. ' •-• ' * *•••••• • • 1 kW' 0 tniR- 1 • _ . . • (17 •■••• - • /1 ' sLtr C ..y. T) 4 rP ? t .1q44 S !el IA Doo ?: T rikAtekr.y. V.••• 43,1 ar,ar, r v l I v- .-. "..,:. • . - • : ' '... y T • . - ` _ • . . , , N -1 /1 Mtti. - . • MOB 0 T 1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. y I MEMO FOR RECORD DATE: 1/8/01 FROM: Duane Griffin, Bld g Off SUBJECT: Missing 20 Minute Door Labels on Doors at AboveNet Project - Permit D2000 -192 The issue of the unlabeled doors discussed in the attached two letters, one from Berg Henriksen and the other from Duncan Eader, was resolved by Sabey group by hiring a Warner/Hersey inspector to inspect and relabel the doors and frames in their designated locations. The relabeling of the doors was witnessed by Dave Larson, Tukwila, Bldg Insp. I called Mr. Henriksen on 1/5/01 and told him that the situation had been corrected and he seemed satisfied with the action taken. SABEY CONSTRUCTION VIA FAX 206 - 431 -3665 December 20, 2000 Duane Griffin City of Tukwila Senior Building Inspector 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 Reference: AboveNet Phased Occupancy Permit : # D2000 -192 Subject: Missing 20 Minute Door Labels Dear Duane: Per our telephone conversation on Tuesday evening, Sabey Construction is requesting an extension of time till January 2, 2001, to relabel (2) pair of 20 Minute Door Assemblies leading off the AboveNet entrance lobby. The labels were accidentally milled off by the installer who was different from the supplier. The firm, ITS.ETL, has been contracted to relabel the doors and frame assembly at the earliest moment. It is scheduled December 28, 2000. The testing lab will be coordinated with installer to facilitate a successful review and relabel. If for some obscure reason, Sabey is unable to successfully test and relabel these doors, Sabey Construction will repurchase manufactured and labeled assemblies at once and install immediately. The value of the existing doors is in excess of $20,000.00 In addition, for additional safety, there will be a security guard within 20 feet and in line of sight of these doors on (24) hours by (7) days permanently, assuring the doors remain closed and monitored. ARCHITECTURE Sabey Construction, Inc. 206/ 281 -4200 main line CONSTRUCTION 12201 Tukwila International Blvd, 4th Floor 206/ 281-0920 fax line DEVELOPMENT Seattle, Washington 98168 -5121 www.sabey.com Please call me with any questions at 206 -571 -0323. Duncan Eader Project Manager SCI Cc: Dave Larson, City of Tukwila Dennis Schlosser, Superintendent Dean Sabey, Director of Construction Enclosures: Sketches, Check List Quotation Indicating Dates 1204/00, MON 18:51 FAX 925 758 8094 t o ilr I TYPE OF ASSEMBLY 0 ER CONSTRUCTION OF ASSEMBLY: WOODISTEEUALUM eJooD Gf/ooD NO.OF OPENINGS MANUFACTURER RATING REQUIRED 0 K 1CROUPSIMASTERFRWI000T ADDITIONAL COMMENTS: /C.02-e- L/ DESCRIPTION OF INSPECTION PHONE: 925 - 756 -6606 Intertek Testing IMO Intertek Testing Services ETL SEMKO FIELD INSPECTION QUOTATION INFORMATION DATE: /t - /! / -co CUENT # NEW QUOTE #. TERMS: OD PO NET 30 NAME AND ADDRESS OF PARTY REQUESTING INSPECTION: 5 DAY TURNAROUND (RUSH) 7 -10 SCHEDULE TIMEE C2f7Z- PHONE #:v�00 -- 43 - t w FAX #: oZOlp 4Z (/ x.3 V l CONTACT: / //dre/& 4g D • �.9V6� •C:(%��L�L GU/4' TITLE: ?th /7 Note: PRICE SUBJECT TO CHANGE UPON SUBCONTRACTURAL AGREEMENT REQUEST BY CUENT ADDRESS WHERE INSPECTION IS TO BE CONDUCTED: CONTACT PERSON: ,)7Tos ,o ,A/cM /u Qr a7J- .7 PH ONE #: 200 i33 6 ' 2 CELL #: ( °2• SS �5O Intertek Testing Services NA Inc. 2200 Wymore Way, Antloch, CA 94509 Telephone 925.756.6606 F. 925.7566094 Horns Page www.etleemko.com Rl°17t•.7'..1Y51 + ref i.?Mt vim... , �� Fhb; :',4NHr(RYR . • x, 4Y.^+r� FAX: 925 - 756 -6094 Womack Hersey O001 PLEASE COMPLETE AND RETURN AS SOON AS POSSIBLE AND A QUOTE WILL BE PROVIDED •. �z.ut;3s`tii5aw + ..„.1Ldd�4aS:W1'' • ";' m w QQ � : J U` o O co O CO W H u. W 0:: g Q! _° F z - W 0; W W n. .z U N, O z � c , N m z . o� rn m v o cc mm -4z o -I om m to o co oo c� m� 00 6"' • •0 e; Govsuaa3 �sauil ae' 12/2t/2000 16 :27 4253553130 HENRIKSEN SERVICES, INC. 3101 — 111 STREET S. W. STE B • HENRIKSEN SERVICES (425) 355 — 2300 FAX (425) 355 - 3130 ?ROJECT; ABOVE NET T I To 'DUANE GRIFFIN Fes: BERG As: 20 - MIN DOOR ISSUE Fax: (206) 431- 3665 ow.: 12 -21 -2K Paps: 3 CITY OF TUKWILd . PAGE 01 12/21/2000 16:27 4253553130 Henriksen Services, Inc, 3101 - 111th Street S.W., Suite B Everett. WA 98204 ggill Bus: (425) 355-2300 Fax: (425) 355 - 3130 Dump Griffin, Senior Building Inspector City of Tukwila 6300 Southcenter Blvd Tukwila, Wa. 98183-2544 ' Re: AboveNet Phased Occupancy Permit No. D2000 -192 Subject: Missing 20-Minute Door Labels Mr. Griffin Regarding Mr. Bade is letter to you of 12 — 20 2K, he states that "the labels were accidentally milled off by the installer ", which is us. We categorically deny this to be the case. Prior to us pig to machine these doors I requested :our lead installer an site to inspect the doors and doorjambs in question to see if any labels were present. If labels had been found we would not hive been able to machine these doors in the field, because we are not yet approved to machine labeled wd doors in the Meld . No labels were on the doors or wood jambs in question. These doors, no 180.1 & 181.1, were manufactured in town by a local cabinet shop. If the design of Manse door assemblies included a 20 min rating, the general contractor & the cabinet shop should have known that the manufacture & machining would have to be done m a approved facility. If the dr assemblies had subsequently been accepted & labeled by am g :a8ency or testing laboratory there would be a written document to verify that this action had taken place. If this were not the case I would seriously question the motives of all concerned. Please don't hesitate to call me with any questions or comments. Respectfully Submitted Henriksen, Pres. M= l�, u.+,5i�(ai•�:sf.+,�.ktr.AiS:iiw' V .4, , weasmatne, PRECISION INSTALLATION OF DOORS, HARDWARE & MILLWORK HENRISIO15CS HENRIKSEN SERVICES Dec 21, 2000 PAGE 02 • 1:2/21/2000 16:27 Cc: 4253553130 Henriksen Services. Inc. 3101 - 111th Street S.W., Sulte B Everett. WA 98204 gggil Bus: (425) 355 - 2300 Fax: (425) 355 -3130 Dave Larson, City of Tukwila Duncan F.adcr, SCI Dennis Schlosser, SCI David Sabey, SCI Allen Foe, Mnllavey, Pivot, Greeley & Foe HENRIKSEN SERVICES PAGE 03 PRECISION INSTALLATION OF DOORS, HARDWARE 6 MILLWORK HENRISIO 15CS r e i i�;' J. -�r• r • • 12/1:'00 TUE 17:13 FAX 925 ' 8094 I DATE DECEMBER 12, 2000 CLIENT: ADDRESS: ATTENTION: PHONE: CONTACT DITOS 206 - 255 -4504 REPORTED BY: B. HARGETT PROPOSAL/WO ,+ y ,CLIENT INTERTEK TESTING SERVICES Intertek Testing Services ETL SEMKO CLIENT NO. NEW 3433 SOUTH 120TH PLACE TUKWILA, WA 98168 MR. DITOS DARANCIANG PROJECT ENGINEER 949 -640 -8679 WORK LOCATION ABOURNET PROJECT 3433 SOUTH 120TH PLA ' E TUKWILA, WA 98168 Intertek Testing RDER/IN • ICE FIELD ENGINEERING /EVALUATION ESW NO. 321199 SABEY CONSTR► CTION TERMS: C.O.D. PROJECT AND DESCRIPTION CIF WORK, IN FAX: 949 - 640-86 I . Project: FIELD INSPECTION /SURVEY OF TWO (•) O •- s DOORS AND TWO (2) WOOD FRAMES FOR 20 MINUTE RATINGS. LABELS TO BE APPLIED IF AL • PONENTS COMPLY WITH SPECIFICATIONS 014 -•00 ANUFQCTU S,IN$T� TION IfySjl�IJ5TI l � AND THEIR LISTINGS. II. If the assemblies are found not to comply with the applicable specifications and /or code requirements, ITS/ Warnock Hersey will. 1. Apply field inspection labels to complying components and notify the dient and code authority of the deticiency(ies) accordingly. Reports /Data will be issued to the Client and Authorities Having Jurisdiction, te: Building & Safety, Fire Marshal. 2. Advise the client of the modifications to be performed on the assembly(ies),If engineering/examination or technical reviews are required to provide this information, a minimum of $975.00 will apply. I. Labeled opening: exceeding the quotation will be charged at a rate of $50 00 /unit TES: it ,,,J This prc,osai Is valid for thirty days. / yiayft,P/ ! Report is not released until account Is paid .,ck rie xti If a check is required and not available . time of Inspection, a minimum of $975.00 charge along with any additional expense will be ►f�fii invoiced for costs Incurred. These • must be paid prior to rescheduling the inspection. Rescheduled Inspection will still require �� fit advance payment. Intertek Testing Services ma . s no guarantee, expressed or implied as to acceptance of their reports, data or findings, by any Authority WORK ASSIGNED TO: B. HARGETT E ACKNOWLEDGE RECEIPT AND ACCEPTANCE OF YOUR ORDER SUBJECT TO ALL T • S AND CONDITIONS SET FORTH INCLUDED WITH THIS DOCUMENT. 4 84 PLEASE SIGN AND RETURN CONFIRMATION U NG FEES JOB NO. J200 INSPECTION DATE 1Gi TBD ITS TO CONTACT FOR SCHEDULING ORDER ISSUED BY: D. KEYS NG INSTRUCTIONS C.O.D. $ 1,175.00 Intertek Testing Services NA, Inc. Warnock Hussy g20o Wym on W 04rak, If1i14infiYl2afK1 Anllpah. CA,94699,w„.,, , ,., . ...k—, it u.w +mmmm ++ 0002 z �W. U tn �!. W W . W O 2 Lt. 5. a H W z I- w v 0 - D H: w w r .` - ' F- u- O : t 0- O I- z DEC 1N000 WED 09:00 AM FROG' NTERTEK TESTING K : \grps\keys\fisite. doc v. . rY p7t?lY ravr ,M W,t • 't •, !tnr e /7T - Ofiet4 74-1 Pi-eaer-J- FAX :925 6 6094 PAGE 2 Items That Are Checked On A Typical Field Inspection OPERATIONALLY 1. Gaps between the door and door frame, (typically 1/8" maximum measured at the center line of the door) generally we will allow upped a tight 3/16" without intumescent or upto 1/4" for doors rated not more than 20 minutes. 2. Gap under the door, (should conform to NFPA 80 but several jurisdictions are now requiring compliance with the much closer tolerances in the UBC standard). 3. Offset of the door(s) and frame, (this generally may be a result of improper frame installation). 4. Rating and installation of the gasketing. 5. Size, rating and fit of the glazing and vision light frame, (the building code requires a specific minute rating on the glazing), 6. Rating and operation of the lockset(s), the doors must positively latch, 7. Installation and operation of the closer(s), generally the doors must self close, except in patient areas of acute care facilities. 8. Installation of intumescent seals if required for compliance with the UBC building codes. 9. Installation of the rated wall system into the throat of the door frame with all layers, full board thickness by a full 1/2 ". 10. Installation details of the wood frame. 11. Frame anchor details, (improper anchoring to the floor, floor track and /or to the wall framing studs permit movement of the frame on the wall system). 12. Installation of metal meeting edges and /or astragals when the doors are not specifically manufactured with fire retardant meeting edges or are not metal doors. 13. Installation of coordinators, 14. Rating of the door versus the frame versus the wall system,(WE SHOULD NOT OVERRATE THE DOOR OR FRAME, i.e.: if the wall is only a 1 hour wall, we should not rate the door or frame more than 1 hour providing it can be rated 1 hour). 15. Door types in stairwells, (codes require temp. rise types in some areas). 16. Assure that all hardware is identified and rated on installed doors, some installers or maintenance personnel either do not apply all the components or remove some. Rry!!. {lRI�NMT. .Ti FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of , plans does not authorize the violation of ail,/ June 14, 2000 Sabey Corporation 12201 Tukwila International Blvd., 4 Floor Seattle, WA 98168 -5121 Attention: Mr. John Lang Subject: Abovenet Noise Analysis Dear John: This report summarizes my findings regarding the issue of environmental noise radiation from the proposed Abovenet project at Intergate East (Building #4) in Tukwila, WA. Intergate East is a five building industrial complex located between Highway 99 (Pacific Highway South) and East Marginal Way, just south of South 120 Place. This report presents the results of an acoustical analysis of the proposed mechanical and power generation equipment described in the 70% review plans dated 5/25/00. The primary noise generating equipment associated with this project are nine diesel generators located inside the building near the southwest corner, six air - cooled chillers located in an outdoor enclosed area near the northeast corner of the building, and 25 HVAC rooftop units. The rooftop units are comprised of 9 packaged A/C units, 2 condensing units, 2 make -up air units, and 11 exhaust fans. The project is located within the City of Tukwila, and the Tukwila Noise Ordinance (Chapter 8.22) governs the maximum permissible sound levels as noise is radiated across property lines. The subject property is zoned industrial, and so is the adjacent property in all directions. The nearest property that is zoned residential is in King County on the west side of Highway 99 — approximately 1200 feet from this site. A site plan of the vicinity is presented in Figure 1. Equipment Noise Levels Noise data for the generator equipment was obtained from field noise measurements conducted at another Abovenet project utilizing similar equipment. The calculated overall A- weighted sound power level created by each generator (engine plus radiator plus generator) is 119 dBA (ref. 1 picowatt) at 100% load and 114 dBA (ref. 1 picowatt) at no load. The RPU generators also create a significant amount of noise (108 dBA ref. 1 picowatt) even when the diesel engine is not running. This noise is created by an electric motor -driven flywheel. Because of the high noise levels generated by this equipment, all ACOUSTICS.IOC. Consulting Services in Sound & Vibration Control Jerry G. Lilly, P.E. President 5266 NM/ Village Park Drive Issaquah, WA 98027 Phone: (425) 649 -9344 Fax (425) 649-0737 CITRECEIVED KILA JUN 1 4 2000 PERMIT CENTER o ae D o , z re w U co 0 W cu l 1 W ;: w 0' u- a (0 a I— w T Z �: H 0 Z t` U 0 0 - 0 I— w w' , 0 '. W Z 0 z Abovenet 06/14/00 Page 2 of 5 9 generators will be enclosed in three generator rooms (3 generators in each room) located at the south end of the building. The generators will require ventilation air for engine combustion and engine cooling. Each generator room will have a 38 ft. by 10 ft. rectangular opening in the roof (10 feet south of column line B) for fresh air intake and three 12 ft. by 12 ft. exhaust air openings in the south wall. Sound attenuators will be provided in all intake and exhaust air openings to contain the generator noise inside the generator room. The total airflow requirement for each generator room (3 generators) is 290,487 intake CFM and 273,987 exhaust CFM with all units operating at full capacity (during a power failure). The difference between intake and exhaust air represents the combustion air of the diesel engines. During normal standby mode (with no engines running) the air flow requirement (intake and exhaust) is only 60,524 CFM. During the routine engine testing mode (which occurs once a month for approximately one to two hours for each of the nine machines), there is only one engine running, so the air flow volume to that particular generator room is 96,829 CFM intake and 91,329 CFM exhaust. When a generator engine is running (e.g. during routine testing or during a power failure) the air flow is induced by the radiator fan (one for each generator) connected to the generator. During normal standby mode all of the radiators are OFF and the air flow is induced by 5 small exhaust fans mounted in the south wall of each generator room, just above the radiator fans. The small exhaust fans are Greenheck model SBE- 2L30 -20, which is a 30 inch diameter sidewall propeller fan. Each fan rotates at 949 RPM and delivers 15,131 CFM with an A- weighted sound power level of 90 dBA (ref. 1 picowatt). In addition to the noise from the generators, engines, and ventilation fans, the noise from the engine exhaust must also be considered. Noise data from the engine exhaust was obtained from a previous Abovenet project using similar generators. The calculated engine exhaust A- weighted sound power level from each engine is 93 dBA (ref. 1 picowatt) at full load with the specified muffler. In this project the engine exhaust will pass through a large (45" diameter) reactive muffler located above the engine prior to penetrating the south wall of the generator room and then the south wall of the building. The exhaust pipe for each generator is 18 inches in diameter. Noise data for all of the HVAC equipment (including the air - cooled chillers) was obtained from the manufacturer in accordance with ARI Standard 370 and AMCA Standard 300. The A- weighted sound power level of the various rooftop units ranges from 70 to 99 dBA (ref. 1 picowatt). In general, the exhaust fans are the quietest, and the largest (60 tons of cooling) A/C unit is the noisiest of the rooftop equipment. The total A- weighted sound power level of all rooftop equipment combined is 105 dBA (ref 1 picowatt). The air - cooled chillers will be Trane model RTAA -400. A total of six will be provided, but only five will run at once because one is a standby unit. Each of these 400 ton chillers contains two screw compressors (100 tons each) and fourteen condenser fans (1.5 x ,mto GhbY?'`°.g7 r tit7R�F� !9'tStr.Atni".p'•.Zrardm , W.. "g "°' ;.e!c r a rfi'. !" ,•} l T,A t RCOOSTICS.I0C. • t ,, e rip +,FAVVI9 Mv!r ITIOVVI r ,, rr D U CO o w p ! w O 2 g � = w ` z � o z H- LU uj V o � 0 I- wuj — o w z '. 1 = P 1' z Abovenet 06/14/00 Page 3 of 5 HP each). The condenser fans are 30 inches in diameter and rotate at 1140 RPM. The total condenser air flow for each chiller is 268,920 CFM at full capacity. The overall A- weighted sound power level of each chiller is 111 dBA (ref. 1 picowatt). The total A- weighted sound power level of all five chillers operating simultaneously is 118 dBA (ref. 1 picowatt). Noise Control Recommendations The following noise control recommendations have been incorporated into the project design: 1. Construct a CMU noise barrier wall surrounding the air - cooled chillers. The wall must be 16 feet high, measured from the floor of the chiller yard. The top of the chillers are 7 feet above grade, so the top of the noise barrier wall must be at least 9 feet above the top of the chillers. 2. Install acoustical panels on the inside surface of the chiller noise barrier wall (all four sides). The acoustical panels shall be a continuous strip of panels that are 10 feet high, extending from 3 feet above grade to 13 feet above grade (which .is 3 feet below the top of the noise barrier wall). The acoustical panels shall be equal to Empire M90 (see attached literature). 3. Install a continuous bank of sound attenuators at the roofline of the air intake opening above each generator room. The sound attenuators shall be equal to Dynasonics model LBB -36 or Commercial Acoustics model 3SP -LF. The attenuators shall be mounted to completely seal the roof opening. 4. Install a bank of sound attenuators behind each radiator exhaust louver at the south wall of each generator room. The sound attenuators shall be equal to Dynasonics model LBB -36 or Commercial Acoustics model 3SP -LF. The attenuators shall be mounted against the outside wall directly behind the exhaust louvers. 5. Provide a double wall assembly at the south wall of the generator rooms, creating a minimum 6 foot wide plenum between the south wall of the generator room and the south wall of the building. The Greenheck exhaust fans shall be mounted in the south wall of the generator room, discharging air into the plenum, which is relieved to the exterior via the sound attenuators. The south wall of the building and the south wall of the generator room shall each have a construction that achieves a minimum STC rating of 40. This can be achieved with metal studs (with the stud cavity filled with fiberglass batt insulation) and a single layer of 5/8" gypsum board on each side. 6. Provide a minimum of 600 square feet of nominal 2" thick acoustical panels in each generator room. The acoustical panels shall be equal to Empire M90 (see attached literature), and they should be uniformly distributed over the walls of the generator ii RCOUSTI Cs, I0C. ir�asm.9 ti ).-Cirel”tr•Pil 11... INNTIV AMMO u rtrgt*rnrne+rash+:e C_A ?SMN Abovenet 06/14/00 Page 4 of 5 room. It is my understanding that the ceiling of the generator rooms will be a suspended acoustical ceiling similar to what you would normally find in an office building. This ceiling should have a minimum NRC rating of 0.65. 7. Provide 2" thick acoustical plenum lining on the underside of the roof over the generator air intake opening. This plenum lining should be equal to Knauf rigid plenum liner (see attached literature), and it should be installed against the underside of the roof with mechanical fasteners in accordance with manufacturer's recommendations. Predicted Noise Levels The Abovenet site (Building #4) is surrounded on all sides by industrial property. Equipment noise levels have been predicted at six different locations of interest, and these are indicated on the site plan (Figure 1) by the circles with numbers inside. The nearest property line is 20 feet from the east edge of the building. There are no major exterior noise sources along the east edge of the building, but the chiller yard is located at the northeast corner of the building. The chiller yard is a significant concern with the property line (and an existing building marked as Position 1 in Figure 1) only 20 feet to the east. Position 2 is also 20 feet east of the Abovenet building, but at the south end near the generators. Position 3 is at the northwest corner of the site that is to be occupied by Group Health, at the corner of 35 Avenue South and South 124 Street. There is an adjacent building to the south (Building #5) and to the west (Building #3), but these buildings are part of the same property (Intergate East), so there is no property line noise criteria. The north face of Building #5 is included in the evaluation (Position #4) because this building is closest to the Abovenet generators. There are also two buildings to the north (Building #1 and Building #2), which are also part of Intergate East. The south wall of Building #1 was selected for analysis because it is closest to the chiller yard. Although there are no code requirements to meet specific noise levels at the other Intergate East buildings (as there are no property lines), I have predicted noise levels at these locations for general interest. The final position for evaluating Abovenet equipment noise levels is Position #6, which is the closest residential property on the west side of Highway 99 (Pacific Highway South). This position is approximately 1200 feet southwest of the Abovenet generators. Table 1 presents the predicted A- weighted noise levels from all Abovenet equipment (generators, chillers, and rooftop units) at each of the six receiver locations shown in Figure 1, assuming the recommended noise control products and materials listed above. As you can see, all of the predicted noise levels are less than the applicable noise criteria, which is obtained by the Tukwila noise ordinance and the King County noise ordinance. It is also interesting to note that the noise levels at Position #6 will meet the daytime noise criteria of 60 dBA with a 10 dBA margin of safety. The predicted noise level at Position #6 during normal standby operations is 48 dBA, which is 2 dBA below the nighttime noise criteria of 50 dBA. IICOUSTICS.IOC. srp„,Mvanr?v.tvem: ant± r! t 'l* a M w rtt "'^gwNti4o'TWPPf"nt:t'« re w . U O y 0 w =' w 0 g a, w Z F— F— 0 z1— U 0 O N ill il l —O w 0 Position # Normal Conditions Testing Mode Noise Criteria 1 69 69 70 2 56 68 70 3 53 65 70 4 58 70 N/A 5 58 58 N/A 6 ' 48 50 60 (day), 50 (night) Abovenet 06/14/00 Page 5 of 5 You will also note that the predicted noise level at Position #1 is 69 dBA, which is only 1 dBA below the 70 dBA noise criteria. This is not a coincidence. The height of the noise barrier wall was determined specifically to meet the noise ordinance at Position #1. Figure 2 presents a graph summarizing the noise barrier height analysis for the air - cooled chillers. This graph shows the predicted noise level at Position #1 as the height of the noise barrier wall surrounding the chillers increases from 0 to 20 feet. Without a noise barrier, the noise level at Position #1 would be about 88 dBA. The 16 ft. high noise barrier (with acoustical panels on the inside surface) is the minimum required to meet the noise ordinance. I should also point out that Table 1 does not include predicted noise levels while all of the generators are running at full load. This operating condition would only occur during an actual power failure, and this equipment is not subject to the noise ordinance under this condition. Summary Based on this study, the projected noise levels from all equipment serving the Abovenet project (with the recommended acoustical treatment) will meet the noise criteria presented in the Tukwila and King County noise ordinances. If you have any questions regarding these findings, do not hesitate to give me a call. Very truly yours, JGL Acoustics, Inc. • Jerry G. Lilly, P.E. President Member INCE, ASA, NCAC encl. Table 1. Predicted Noise Levels (dBA) ///i HCUUSTICS,IOC. BUILDING 6 OCCUPANCY F PARKING u000.us 1411 NRINILERED 3 I I COLOR d I I le = I�I �r Y� 0 LL N C LIG IT BUILDING 2 R EAW 107 48 8.F. BUILDING $ ! 'r OCCUPANCY 8 200,808 S.F. thilIMINee11111 PMKwo v r000.ro � OCCUPANCY F v41 NRIN KLARED ►V41 V R IA000400 V4I NNIIGEALII �w T?1I orIni: 7 11r 7 -.I ��"�' Iw'gI r_� 1�� '� � �ti�� -uEll nuuww •i l'r A (fm r h� .J. © � 4+I U BUILDING 1 B8 664 S.F. OCC F PARKING 1/10004El VII EPRINKLEIIED I Prtr. Chiller Yard z C) % PA CIFIC "IQ" 9 g,., „1, S I- 0 1n Sou 14s1 ARGtN IIIIIIIIIIII +I.+.4TurnTTTTTr / j I Iiiiii 11®�II�Tf,Illllllll �'� II IIIIIII IITITT11111 51I I III mATIIIIIIIII ©TIU C Abovenet Site Plan with Noise Evaluation Locations 6/14/00 Fig. 1 100 95 90 85 80 75 70 65 60 55 Abovenet Figure 2. Air - Cooled Chiller Noise Barrier Analysis (Trane RTAA -400) 4 ❑ ❑ ❑ 50 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Noise Barrier Height (feet) Noise level evaluated at Position # 1 with 5 chillers running at full load. 2 coo co o co w LL . w 2 J LL a ° tu uj U uj o I- wW L I ~ O ` • Z N ; 2 Za ✓ M b,..?�91ri r' ! aurvc q Nv�'. +v� t , •. >zwc 13080 EMP BuyLine 6739 .011011!Il I hilb„. EMPIRE PROVEN SOLUTIONS FOR INDOOR AND OUTDOOR NOISE CONTROL APPLICATIONS , IIli��IIIO IIIIIIIIIIII, EMPIRE ACOUSTICAL SYSTEMS The need for more efficient noise control products has never been greater. In this regard Empire Acoustical Systems (EAS) is committed to provide architects, builders, engineers, equipment manufacturers and owners with problem - solving products and technical assistance to maximize noise control in working and living environments. Our cost - effective, light- weight, metal panels (reflective and absorptive) are designed to meet your specific noise control problems. Maintaining the highest acoustical properties available, our systems are engineered for easy installation and no maintenance. Reflective Barrier . 0 oPA7 f Ming' 7` 2i ?'Af. • Transportation noise control (highway, rail and airport) • Indoor and outdoor equipment - enclosures Environmental Acoustical Panels The Empire Acoustical Panel provides a cost-effective solution to virtually any noise control problem These noise control systems can be utilized in a wide variety of indoor and outdoor applications, including... • Reverberant noise control (wall and ceiling panels) • Work station /worker isolation • Commercial office partitions • Schools and recreational facilities (gymnasiums, pistol ranges, outdoor theatres) • Cooling towers • Shopping malls Cooling Tower Silent Screen Panels Silent Screen absorption panels are designed to provide both sound absorption and sound transmission loss. These panels consist of individual sections, each 10- inches or 12- inches wide, mounted horizontally on top of one another, or vertically, side by side. Each section consists of a 2- to 4 -inch deep, 16- to 22 -gauge tray. Typically, the tray is filled with six -pound density mineral wool, and covered with a perforated 24 -gauge face panel. Some of the incident sound striking the perforated side will pass • Panel'? • •. " '�,li�i`. - through the perforations and be absorbed by the acoustical material, and some will be reflected back in the direction of the noise source. The 'remaining" sound, which is transmitted through the barrier, will be substantially reduced. M - 90 Absorptive Panel The M -90 panel is designed for wall- mounting indoor and outdoor applications. The panel widths are 24- to 30- inches and 48- inches. The panel thickness is 2- to fl- inches and lengths vary up to 12 feet. The absorptive material is a six -pound density mineral rock wool. The M -90 panel has a sound absorption value of NRC 1.0. z I 0 . co 0 co J w u- 0 I I t w U O- 0 t` u.l -S LL 0 9 N O~ z VISTA Panels When some degree of visibility is required for safety or monitoring purposes, EAS Acoustical Panels can incorporate a high strength Lexan -type material which has a clarity rivaling glass, but is much stronger. VISTA panels also are abrasion and ultraviolet resistant. Vista Panels VISTA panels are easily combined with mineral wool filled panels or double wall panels to solve a wide variety of sight and sound problems. Reflective Panels Silent Screen Reflective Panels are designed to provide sound transmission loss only. The panels consist of interlocking sections, typically 12 inches wide, and can be mounted horizontally or vertically. Reflective panels provide a lightweight, aesthetically pleasing noise wall and acoustical barrier. Acoustical Performance There are two properties which are used to measure the performance of acoustical panels. Sound absorption is the ability of a noise panel to internally dissipate (as heat) incident acoustical energy. This property is measured in terms of a sound absorption coefficient. The higher the value of the coefficient, the more 'a' . 'sound will be "absorbed," leaving less to be transmitted or reflected. Theoretically, a coefficient value of 1.0 indicates that all incident energy is absorbed. Sound transmission loss is a measure of the amount by which a noise level is reduced as the noise "passes through" a panel or barrier. Transmission loss is measured in decibels, and a high transmission loss indicates that a panel will be able to block substantial amounts of noise. EAS panels have been tested in an independent acoustical laboratory.* The results of these tests are available on request. Typical performance data for standard panels is as follows: TEST PANEL TYPE ACOUSTICAL RATING SOUND TRANSMISSION LOSS RAL -TL90 -352 Composite STC 39 Panel with perforated metal facing SOUND ABSORPTION RAL -A97 -370 Composite NRC 1.0 Panel with perforated metal facing Sound transmission loss tests were performed in accordance with ASTM -E90 and ASTM -E413. Sound absorption tests were performed in accordance with ASTM -C423 and ASTM -E795. 'Riverbank Acoustical Laboratories 13080 /EMP BuyDine 6739 Installation One of the major advantages of the EAS Silent Screen panels is their ease of handling and assembly. In contrast to many other acoustical panels, which are fabricated in heavy 2 -foot or 4 -foot widths, Silent Screen panels are standard 10 -inch and 12 -inch widths. These light- weight sections can be easily handled and installed by one or two people without special tools. Installation Many installations do not require fasteners between panel sections! All necessary trim pieces and hardware are included. When required, structural supports, framing and girts can also be designed and supplied, resulting in a complete turnkey installation. ' Durability and Maintenance All Empire Acoustical Panels can be galvanized after perforation to insure that the inner diameter of the perforations are protected. Many other perforated acoustical panels are galvanized before perforation and are susceptible to early rusting. EAS panels are designed to be virtually maintenance -free over the expected lifetime of a typical installation. Spray painted graffiti can be easily removed with common solvents when using the Kynar® paint system. is '3 ` : ;` :• „ _. ! "; t ' Color Coating Panels can be supplied either galvanized (G -90) or color coated after galvanizing with one of the following systems: • Acoustical panels may be • supplied in a galvanized finish to remain exposed or field painted to owners's specification. • Various paint systems can be applied on larger orders; siliconized polyester, powder coating and air dry paint coatings are available. Shopping Mall • eKynar is a registered trademark of the Pennwalt Corporation Litho in U.S.A. Y NWfL } olr Aesthetics Our superior coating system is ia'ble in a variety of colors to suit virtually any decor requirement. Colors can be specified to blend into or contrast with the surroundings. Panels are supplied with all ancillary items in matching colors. at e:" C Highway Barrier Absorptive panels can be specified with a flat finish, to reduce unwanted glare and reflections, or a gloss finish, to enhance the color and brighten the decor. Alternatively, if a coating is not required, panels can be furnished with a standard galvanized finish. For Engineering Assistance Call or Write EMPIRE ACOUSTICAL SYSTEMS the quiet solution 36744 Constitution Drive Trinidad, Colorado 81082 (719) 846-2300 phone (719) 846 -7466 fax 1202 Lakeway Drive Suite 3 Austin, Texas 78734 (512) 261 -2200 phone (512) 261 -2257 fax Specifications A complete set of suggested product specifications for EAS Silent Screen panels is available on request. Technical Assistance EAS Acoustical Systems has structural designers and engineers available, and can provide a turnkey project, including installation, when requested. We also have the resources to provide acoustical testing and evaluation. A preliminary acoustical analysis may be necessary to determine the appropriate type of treatment. Pre- and post - project acoustical measurements can help determine the effectiveness of an installation. Our technical staff is ready and willing to assist you on your next project. EAS acoustical test at Mansfield Lahm Airport. Field testing EAS can also provide sound solutions where noise isn't the only problem. EAS Blast Deflector at Grissom AFB. z ~ w 6 U O CO CI CO W J = 1— U) w 2 gQ _° I_ Lu F-0 z w w U o O N 0 w w H H u- O . .z . w U N O z L DESCRIPTION The work shall consist of sound absorptive, backless panels to be fitted to an existing wall or barrier structure. The panels and support mechanisms shall be in close conformity with the' dimensions and lines shown on the plans and established by the engineer. U. MATERIALS Backless Sound Absorptive Panels The panels shall be cold - formed steel conforming to Structural Quality ASTM A-448, and galvanized in accordance with ASTM A -525, Class G -90. Each panel shall have a minimum cover width of 24 or 30 inches with material thicknesses of 24 or 22 gauge. The individual panel or cell is available in lengths up to 12', nested within T channel clips horizontally attached to the existing wall or structure. The T channel shall be cold - formed steel galvanized in accordance with ASTM -525, Class G -90, with two 2' legs, 2 518' deep, punched with 9118' diameter bolt holes on 24' centers. The panels and 'Z' channels may be galvanized or pre-coated for aesthetic appeal. Continuous Galvanized Perforated Face Panel The M -90 is made of perforated cold formed steel. The panel contains 3/18' diameter perforations on a 3/8' staggered pattern to be perforated prior to galvanizing. This continuous operation ensures complete coverage on the perforations' inside diameter and offers a galvanized steel surface ready for continuous pre - coating where applicable. Fasteners Typical fasteners shall be galvanized, self - drilling, hexagon washer head screw. Fasteners may be color- coated to match panels, or stainless steel as required. III. ACOUSTICAL PROPERTIES The sound absorbing panels shall have a Noise Reduction Coefficient (NRC) of 1.1 when tested by an independent laboratory in accordance with ASTM standard C423. "M -90" EMPIRE ACOUSTICAL SYSTEMS SPECIFICATIONS IV. CONSTRUCTION The retro-fitted sound absorption panels shall be installed vertically in accordance with engineering erection plan details. The T or channels shall be plumb and true, aligned for either continuous appearance or staggered and spaced per plans and details. V. METHOD OF MEASUREMENT Steel sound barrier walls shall be measured In square feet of wall surface Installed VI. ABSORPTIVE PROPERTIES Sound absorbing panels shall have a mineral rock wool sound absorbing bast between the perforated face and solid bacidng panel. The rock wool is to be a minimum d 1/2' from the surface of the perforated panel and shall fill the panel cavity and be 2' thick. it shall* be a minimum of 8 bs. per cu. ft. density and conform with Federal Specifications HH- 1 -558B and ASTM standards C612 and E136. The mineral rock wool sound absorbing material shall absorb less than 1% of water, be noncorrosive, melt above 2,000'F, have a flame spread 5 or less when tested in accordance with ASTM standard E84, have a smoke development of 0, be rated incombustble by ASTM standard E136, be non - hygroscopic, and have a minimum NRC of 1.1 When specified, the Empire Acoustical Panel may use alternative absorptive materials such as fiberglass. L 36744 Constitution Drive Trinidad, Colorado 81082 (719) 846 -2300 phone (719) 846-7466 fax 1202 Lakeway Drive Suite 3 Austin, Texas 78734 (512) 261-2200 phone (512) 261 -2257 fax J .tr.:«.r .t'nsar M.'*t„ ac +;r+rR.usurp+�nrcrt '. +wa aw:revµ'nuiaw,a ?ra. +n.aa+. . rra^ ur7 'srx.;prrssxtii;Y+:e V* ,5+8± :JMV ° ay.�+.vr.. 2.5 EMPIRE ACOUSTICAL SYSTEMS M -90 WALL MOUNTING PANEL ..rg Q����h��. EMPIRE ACOUSTICAL SYSTEMS 11-90 HALL MOUNTING PANEL DWG. 1345 I G.L.R 89 PARK AVENUE WEST MANSFIELD,OHIO 44902 (419)522 -0800 5/16'- SH5624 U.S. ANCHOR BOLTS PULLOUT 1740 AT 3500PSI CONCRETE SHEAR 1460 AT 3500PSI CONCRETE BOLTS I/4' DIAMETER BOLT HOLES 5/16'X 2 1/4' DEEP (DRILLED IN FIELD) *PANEL WIDTH =24 -30 INCHES sPANEL LENGTH =UP TO 12 FEET Oc 0 Oc 0 OC Oc 0 oc Oc OC 0 Oc OC OC 0 OC 0 0 0 Oc 0 OC OC 0 Oc 0 O 0 O 0 00 0 0 00 0 00 0 00 0 00 00 0 O 0 0 00 00 0 00 0 00 0 0 00 00 0 0 • • 0 . 0 . )0c O 0 0 0 ( 50 O 0c 0 • )0( O 00 • 0 • )0c 0 0 • 0 c 0• )0c 0 ° • O 0 c 0 0 c O 00 0 ) 0 • 0 • 0 ( 0 O O O ( 0 )OC • 0 00 0• )Oc O 00 • • 0 0 O 00 0 • )O( • 0 00 0• )O( • 0 00 0 • )Oc • 0 0 • 0 0 0 2' T 0 00 00 00 00 )0c 00 00 00 00 )0( )0 )0( 00 )O( o0c 00 )0( 00 IOC 00 00 30( 00 3°c 3 00 OC OC 00 )0C ° 0 C ) )0C 00 )0C 00 00 )0C 00 30C 00 )OC 00C 0C 00 )OC 00 00 )0C 00 )OC 00 OC 30C 00 )o 2' u90 ACOUSTICAL PANEL WALL MOUNTING DETAIL L190 PANE NOTES: Z BRACKET =16 GAGE STRUCTURAL QUALITY ASTM A -446 GALVANIZED PANELS. TO BE INSTALLED VERTICALLY TO FOLLOW CONTOUR OF CONCRETE WALL NO SHMS OR SEALING COMPOUND HORIZONTAL ALIGNMENT ±1/4720 FEET FOR METAL TO METAL FASTENING ZINC PLATED STRUCTURAL SELF DRILLING SCREWS WITH WASHERS NO.1 /4' -14 3/8' HEX HEAD SOUND ABSORBING MATERIAL SHALL BE A MINERAL WOOL BATT INSTALLED IN NE CAVITY OF THE PANEL AND BE 2' THICK. THE INERAL WOOL SHALL BE A MINIMUM OF 6LBS, PER CUBIC FOOT 'DENSITY AND CONFORM WITH FEDERAL SPECIFICATION HH -1 -5588 AND ASTU STANDARDS C612 AND E136. _AI ll Ilhlh EMPIRE ACOUSTICAL SYSTEMS NOT DRAWN TO SCALE H - 90 ACOUSTICAL PANEL WALL MOUNTING DETAIL dwgI m90113 G.L.R ' 1 89 PARK AVENUE WEST MANSFIELD,OHIO 44902 (419)522 - 0800 n O O La j 0 rio 0 L4 t • o iIII IiIninnlIIIIlIII II � 1167 . cm 0 A • - re c — A r O H N A y • 2 I II.ee...1111.IS.e •. � e ..: :.,: . ::::: ::::: iN::::::: . .. 1.11. A •,•..11... 111,1111,1 t :• :. •,.,.. N ...1..• .111111.1.1111 •1.•.•..t . 1 :.:N...I N •.... •.11. N. N, N IN 1. .1•.•.1,1..•1...•.. N.11.1•wi� l • • NNNe.e..N.eo.eNN .ONNNN :•11........1.» l OW:0. . : ::1: oo.e..e.e.N...N ..e.e0 ».000. oe 00 N.0.N 02 •NO 1111.• •.. N.. •.•.•..•N •. •N. • :.:..11..•.•11 ..,...I,..N•1...• 000000000000000 , 00..0 , e.. 0 .... 0 .• iw :.w' .•iii :i : :: :ii '.?? g if P' C `7"..2 — G 1 NOTICE: _ IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _. 1.3 1.2 1.1 i .9 .8 .7 .6 .r5 .4 .3 .2 .1 RIVERBANK ACOUSTICAL LABORATORIES EMPIRE ACOUSTICAL SYSTEMS SOUND ABSORPTION REPORT RAL -A90 -1 • • t• 1• IC m 8• La bell LS LO 8811 Mk 10 is as Its am 103 LEN L* Lux LO1 &SC FREQUENCY (Hz) NRC• 1.1 DESCRIPTION OF THE SPECIMEN The test specimen was designated by the manufacturer as M -90 panels with sound absorbing treatment. The overall dimensions of the specimen as measured were 2.44 m (96 in.) wide by 2.74 m (108 in.) long and 6.4 cm (2.5 in.) thick. The specimen consisted of four units. Each unit was 61.0 cm (24 in.) wide by 2.74 m (108 in.) long. The specimen was tested in the laboratory's 292 m (10,311 ft test chamber. The description of the specimen was as follows: The specimen consisted of four M -90 panels. Each panel was fabricated out of 0.76 mm (0.030 in.) thick, 22-ga minimum, painted steel. Each panel face had alternating perforated and unperforated segments that ran the entire length. Each of the five perforated segments were raised (fluted) nominally 15.9 mm (0.625 in.) and measured 7.6 cm (3 in.) wide on the two ends and 3.9 cm (3.5 in.) wide at the three intermediate locations. The combined perforated segments of each panel covered nominally 40.6 cm (16 in.) of each 61.0 cm (24 in.) wide face. The perforations were 4.8 mm (0.1875 in.) diameter holes spaced on 9.5 mm (0.375 in.) centers. The perforations represented a 17% open area. The four unperforated segments of each panel measured 5.1 cm (2 in.) wide. Each panel was fully lined with 61.0 cm (24 in.) wide sections of 6 pcf, 5.1 cm (2 in.) thick mineral fiber batt material, designated by the manufacturer as Delta Board. A visual inspection verified the description of the specimen. The weight of the specimen as measured was 72 kg (159 tbs) an average of 11 kg /m (2.2 lbs /ft'). The area used in the calculations was 6.7 m ft The room temperature at the time of the test was 21°C (70 *F) and 59% relative humidity. h wig TEST RESULTS 6 D 0 0 1/3 Octave Center Absorption Total Absorption I Of Uncertainty 0 Center Frequency Coefficient In Sabina With 95s cn IL (Ns) Confidence Limit LU 100 0.21 14.96 0.79 OD Lt- •• 125 0.36 25.93 0.71 - 0 160 0.45 32.26 0.79 i iii 200 0.61 48.21 0.60 g - •• 250 1.01 72.51 0.41 315 1.20 86.75 0.35 CO 2 400 1.22 87.65 0.51 Z •• 500 1.23 88.10 0.56 1- 630 1.24 88.96 0.60 z I 800 1.21 86.76 0.54 1 0 •• 1000 1.14 82.11 0.65 Z f' ` 1250 1.11 79.66 0.55 W Ili 1600 1.05 75.26 0.61 0 •• 2000 1.02 73.71 0.64 U m 2500 0.92 66.31 0.68 0 -' 0F_- 3150 0.84 60.11 0.55 W •• 1000 0.78 56.01 0.61 W 5000 0.74 53.26 0.63 V LL - O NRC ■ 1.10 .. Z '. U H 1- O ..:+ +y4M a ,,•,su.+a.+arna ,011 , « r ••• ?.:n1vNVF!'n.`14V f410.,I!t$14f tx•mp z MODEL NO. OCTAVE BANDS (1) • (2) (3) (4) (5) (6) (7) (8) CENTER FREQUENCY (Hz) 63 125 250 500 1000 2000 4000 8000 FACE VELOCITY PM DYNAMIC INSERTION LOSS IN DECIBELS -1500 7 8 17 21 18 15 10 9 3SP-LF -1000 6 8 17 20 18 14 11 10 0 6 7 16 19 16 14 11 10 +1000 5 7 15 18 16 13 11 10 +1500 • 4 6 15 17 15 12 10 10 -1500 12 14 28 31 30 17 15 11 5SP-LF -1000 11 14 27 30 29 17 15 12 0 10 13 26 29 28 16 13 11 +1000 9 12 24 28 27 16 12 11 • +1500 8 12 23 27 26 17 12 12 -1500 14 19 33 44 43 22 16 13 7SP-LF -1000 15 18 32 44 42 21 16 15 0 15 16 30 43 43 22 15 13 +1000 14 15 29 . 42 42 23 15 13 +1500 14 15 27 40 42 23 16 14 -1500 19 25 43 52 54 27 20 15 10SP-LF -1000 18 24 42 52 54 28 22. 16 0 17 23 41 51 53 28 21 16 +1000 17 23 40 50 52 30 22 17 +1500 17 22 38 49 51 30 23 18 Sound AttenuatorNo 776 95 ENGINEERING DATA SHEET • MODEL SP-LF RECTANGULAR NOMENCLATURE EXAMPLE: WIDTH HEIGHT LENGTH MODEL 24 24 36 SP-LF Commercial Acoustics 5960 W. WASHINGTON STREET PHOENIX. ARIZONA 85043 (602) 233-2322 FAX 233-2033 A DMSION OF MEAL FORM MANUFACTURING Commercial Acoustics sound attenuators are engineered to achieve a maximum insertion loss and a minimum pressure drop. Commercial Acoustics sound attenuators feature airfoil design for efficient aerodynamic performance, as well as superior acoustical materials and total galvanized steel construction, guaranteeing excellent reliability and performance. THIS TABLE CONTAINS BOTH FORWARD (+) AND REVERSE (-) ROW ACOUSTIC AND AERODYNAMIC RATINGS BASED ON COMPARATIVE TEST RESULTS MEASURED IN ACCORDANCE WITH ASTM E477. COPIES OF CERTAIN TEST REPORTS CAN BE FURNISHED UPON REQUEST. MODEL 3SP -LF 0.04 0.07 0.10 5 0.13 7 0.15 0.17 0.20 0.26 0.32 0.44 0.59 0.73 5SP -LF 0.04 0.07 0.10 0.14 0.16 0.18 0.21 0.27 0.33 0.46 0.62 0.77 75P -LF 0.05 0.08 0.11 0.14 0.17 0.19 0.22 0.28 0.35 0.49 0.65 0.81 10SP•LF 0.05 0.09 0.12 35 0.16 37 0.19 0.22 0.25 0.32 0.40 0.56 0.74 0.92 SIZE W x H FACE AREA AIR FLOW IN CFM 36 28 10SP -LF 54 53 55 56 57 60 60 53 6 x 12 6 x 24 ,..! -.• -. .0 --. V Cn Co 0. A. O. A Ga NI -u c.) N) :a: --0 8 s P 8 8 P 8 8 8 8 8 8 8 - ,-,1 b), 8 8 8;0. 8 8 8 227 454 297 594 354 707 402 804 438 875 465 930 500 1000 569 1138 630 1260 • 743 1485 858 1715 959 1917 6 x 36 681 891 1061 1206 1313 1395 1500 1707 1890 2228 2573 2876 . 12 x 12, 454: `594 ; 707 •. 804 ; 875 ; , : . • 930 1000 ' 1138 1260 1485 1715 ` 1917 12 x 24 908 1188 1414 1608 1750 1860 2000 2276 2520 2970 3430 3834 12 x 36 1362 1782 2121 2412 2625 2790 3000 3414 3780 4455 5145 5751 18 x 12 681 891 1061 1206 1313 1395 1500 1707 1890 2228 2573 2876 18 x 18 1022 1337 1591 1809 1969 2093 2250 2561 2835 3341 3859 4313 18 x 30 1703 2228 2651 3015 3281 3488 3750 4268 4725 5569 6431 7189 18 x 36 2043 2673 3182 3618 3938 4185 4500 5121 5670 6683 7718 8627 18 x 48 2724 3564 4242 4824 5250 5580 6000 6828 7560 8910 10290 11502 24 x 24 . 1816 2376 2828 3216 3500 3720 4000 4552 5040 5940 6860 7668 24 x 36 2724 3564 4242 4824 5250 5580 6000 6828 7560 8910 10290 11502 24 x 48 3632 4752 5656 6432 7000 7440 8000 9104 10080 11880 13720 15336 30 x 24 2270 2970 3535 4020 4375 4650 5000 5690 6300 7425 8575 9585 30x36 3405 4455 5303 6030 6563 6975 7500 8535 9450 11138 12863 14378 30 x 48 4540 5940 7070 8040 8750 9300 10000 11380 12600 14850 17150 19170 36x36 4086 5346 6363 7236 7875 8370 9000 10242 11340 13365 15435 17253 36 x 42 4767 6237 7424 8442 9188 9765 10500 11949 13230 15593 18008 20129 36 x 48 5448 7128 8484 9648 10500 11160 12000 13656 15120 17820 20580 23004 OCTAVE BAND 1 2 3 4 5 6 7 8 Hz 63 125 250 500 1000 2000 4000 8000 FACE MODEL VELOCITY 3SP-LF §§§§ V"' •r• + II 55 54 59 57 53 55 54 49 5SP -LF 46 35 38 37 42 38 28 22 7SP -LF 47 42 41 44 46 45 36 28 10SP -LF 54 53 55 56 57 60 60 53 Sound Attenuator ENGINEERING DATA AIR ROW RATING FOR THE 12 x 12 SIZE, SHADED, REPRESENTS BOTH CFM AND FACE VELOCITY IN FPM. USE THIS TO GET THE RATING FOR MULTIPLE MODULE SILENCERS. 10.0 5.0 .1 10SP -LF - 7SP-LF 5SP -LF 3SP -LF - 500 1000 2000 SILENCER FACE VELOCITY, FPM Air flow ratings shown include static regain. Therefore If silencers are installed immediately before or after elbows, transitions, at the intake or discharge of the system, or without duct, allowance to compen- sate for such conditions must be included when calculating the operating pressure loss thru the silencer. Failure to make allowance for these conditions can add several velocity heads to the pressure loss of the system. AlI acoustic and aerodynamic performance obtained on 24" x 24" cross section production units. SELF - GENERATED SOUND POWER RATINGS (PWL) dB re 10 WATTS SELF - GENERATED SOUND RATINGS /FACE AREA ADJUSTMENT FACTORS FACE AREA PWL ADJUSTMENT FACTOR, dB WE RESERVE THE RIGHT TO IMPROVE DESIGN AND SPECIFICATIONS AT ANY TIME. ° COPYRIGHT, 1995 RECTANGULAR MODEL SP -LF .50 1 2 4 8 10 32 64 128 -9 -6 -3 0 +3 +6 +9 +12 +15 S ILENCER LE NGTH .` IN CHES OCTAVE BANDS CENTER FREQUENCY HZ. 63 125 250 500 1000 2000 4000 8000 :-'FACE VELOCITY FPM : DYNAMIC INSERTION LOSS IN DECIBELS -2000 19 22 19 15 11 10 17 21 18 14 11 10 36 +1000 +2000 U, nN- 16 16 20 19 17 17 13 12 10 10 9 9 -2000 13 23 27 24 16 12 11 4 8 -1000 +1000 oID 12 9 22 20 26 25 24 23 15 15 12 11 11 10 +2000 10 19 24 22 14 11 10 -2000 12 17 27 33 30 17 13 12 -1000 12 16 27 31 30 17 13 12 60 +1000 11 12 25 30 29 17 13 12 +2000 10 13 23 29 28 17 13 12 -2000 18 31 39 34 18 14 13 72 L ^ -1000 18 14 30 28 37 36 34 33 18 19 14 14 13 13 +2000 14 26 34 33 19 14 13 -2000 20 35 45 39 20 15 14 84 4 -1000 Un 20 17 34 32 43 42 39 • 38 20 21 16 15 15 14 +2000 16 29 40 38 21 16 14 -2000 � N-CD ID 23 38 49 45 23 18 15 9 6 -1000 + 1000 22 20 38 37 47 47 44 44 23 24 19 18 15 15 • +2000 18 34 46 44 24 19 15 -2000 20 26 42 53 51 27 21 16 120 -1000 +1000 20 17 25 24 42 42 52 52 50 50 27 28 22 21 16 16 +2000 17 21 39 52 50 28 23 17 K All acoustical performance and aerodynamic data is obtained from independent laboratory tests for the 3, 5, 7, and 10 foot silencers, the 4, 6, 8, and 9 foot acoustical performance data are based on comparative tests. Tests were conducted on 24" x 24" production silencers. 11/97 SONA& SILENCERS MODEL LBB Lower Band Attenuator Dynasonic Systems Inc. SonaTrap Duct Silencers are acoustically engineered with a unique aerodynamic design to attain a maximum of attenuation and a minimum pressure drop. SonaTrap Duct Silencers feature high performance, quality construction and low initial costs. Stabilized acoustical materials and rugged galvanized steel assure you of top performance in your specifications. This technical bulletin contains both forward ( +) and reverse ( -) flow duct silencer acoustic ratings measured in accordance with ASTM E -447 standard method of testing duct silencers. teFrtnC3T +' DYNASONIC SYSTEMS INC. A PC/ IIII :IPII: Cos/:Sy gym. +nurm+-. mg r =mew.w.arvsism:wnar+rrvrs+ l racwh Me+m^at.N ' +XN'+PIMSI Art1 K?R k4R'x!4 15armn. OCTAVE BANDS 1 ':2 :3 ": 4 ' 5 `6 7 8 HZ. • lil% M] 1 it 4FZIF i4 : • +6 SELF NOISE POWER LEVEL IN DECIBELS FACE VELOCITY FPM - 2000 54 50 53 56 57 60 59 50 -1000 45 41 42 46 47 45 38 26 +1000 47 35 35 35 41 38 26 20 +2000 55 51 57 57 52 56 55 49 FACE AREA SO. FT .5 1 2 4 8 16 32 64 128 PWL: ADJ. FACTOR db -9 835 -3 0 +3 +6 +9 +12 +15 SIZE • W x H FACE AREA SO. FT. AIR FLOW CFM 8 x 12 .50 275 375 450 500 588 650 748 835 988 1180 1320 6 x 24 1.00 550 750 900 1000 1175 1300 1495 1670 1975 2360 2640 6x36 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 7 -1/2 x 12 .63 347 473 567 630 740 819 942 1052 1244 1487 1663 7 -1/2 x 24 1.25 688 938 1125 1250 1469 1625 1869 2088 2469 2950 3300 7.1/2 x 36 1.88 1034 1410 1692 1880 2209 2444 2811 3140 3713 4437 4963 9 x 12 .75 413 563 675 750 881 975 1121 1253 1481 1770 1980 9 x 24 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 9 x 36 2.25 1238 1688 2025 2250 2644 2925 3364 3758 4444 5310 5940 12 x 12 1.00 550 750 900 1000 1175 1300 1495 1670 1975 2360 2640 12 x 18 1.50 825 1125 1350 1500 1763 1950 2243 2505 2963 3540 3960 15 x 12 1.25 688 938 425 1250 1469 1625 1869 2088 2469 2950 3300 15 x 18 1.88 1034 1410 1692 1880 2209 2444 2811 3140 3713 4437 4963 18 x 18 2.25 1238 1688 2025 2250 26.14 2925 3364 3758 4444 5310 5940 18 x 30 3.75 2063 2813 3375 3750 4406 4875 5606 6263 7406 8850 4900 18 x 36 4.50 2475 3375 4050 4500 5288 5850 6728 7515 8888 10620 11880 24 x 18 3.00 1650 2250 2700 3000 3525 3900 4485 5010 5925 7080 7920 24 x 24 4.00 2200 3000 3600 4000 4700 5200 5980 6680 7900 9440 10560 24 x 36 6.00 2300 4500 5400 6000 7050 7800 8970 10020 11850 14160 15840 24 x 48 8.00 4400 6000 7200 8000 9400 10400 11960 13360 15800 18880 21120 36 x 24 6.00 2300 4500 5400 6000 7050 7800 8970 10020 11850 14160 15040 36 x 36 9.00 4950 6750 8100 9000 10575 11700 13455 15030 17775 21240 23760 36 x 48 12.00 6660 9000 10800 12000 14100 15600 . 17940 20040 23700 28320 31680 LENGTH INCHES STATIC PRESSURE LOSS IN INCHES "H20" • 36 .05 , .10 .15 .18 .25 .30 .40 .50 .70 1.00 1.25 48 .05 .10 .15 .19 .26 .31 .41 .52 .72 1.03 1.29 60 .06 .11 .15 .19 .26 .32 .42 .53 .74 1.06 1.32 72 .06 .11 .16 .20 .27 .33 .45 .55 .76 1.08 1.34 84 .06 .11 .16 .20 .28 .34 .48 .56 .78 1.11 1.39 96 .07 .13 .18 .23 .30 .37 .49 .60 .84 1.19 1.49 120 .07 .13 .19 .23 .32 .39 .51 .64 .90 OM we»,..a»ww.aw.w+»..,. 1.28 1.60 vw».,...:: 0. I IT • Airflow rating for the 12 x 12 size, shaded area, represents both CFM /Sq. Ft. and Face velocity in FPM. Use this to get rating for multiple module silencers. a: SELF GENERATED SOUND RATINGS SELF GENERATED NOISE ADJUSTMENT FACTORS P,!&!rS?C!a kt"? 1AKir!4 6F'' at1.41 Merl vF9 aw In i DYNASONIC SYSTEMS INC, MODEL LBB AERODYNAMIC PERFORMANCE DATA STANDARD CONSTRUCTION Outer Casing 22 Gauge Galvanized Steel. Inner Baffles 24 Gauge Galvanized Perforated Steel. Filler Material Fiberglass of sufficient density and packed under 5% compression. Rated under UL test procedures 723. Meets ASTM E136, C24, E119 and E84 burning characteristics. Meets NFPA 90A. Flame Spread 15 Fuel Contribution 0 Smoke Developed 0 Silencer shall not fail structurally when subjected to a differential air pressure of 8" w.g. inside to outside. Other material available. Contact factory. Information is correct at lime of printing. However we reserve the right to matte changes without notice. tl Z 0= Sonatrap duct silencers are tested in accordance with Z ASTM E-477 airflow test, downstream measurements include "static regain ". If silencers are installed immediately before or after elbows, transitions, at the intake or discharge of the system or without a duct, allowance to compensate for such conditions must be included when calculating the operating pressure loss through the silencer. Failure to make allowance for these conditions can add several velocity heads to the pressure loss of the system. 2824 N. Sylvania Ave., Fort Worth, TX 76111 A PC/ lolostrls: CSI/:Im Phone: (817) 831.9679 , Fax: (817) 831.3110 att sxq +x,, Z ~ W 00 00 co w WI W0 Q u- O ▪ CR • W Z = H 0 W ~ O • O 0 0 9- O 1- W W . ../ H H IL. O • Product Data Sheet Description Applications KNAUF RIGID DUCT LINER FIBER GLASS R :.,,d D..:' L •ner is a heavy density fiber g ass board insulation mace from inorganic :; ass fibers homed by a thermoset; ng res'n The base board is amber '.v th a ;n acs. top layer of fiber glass and a black o'. erspray applied to the airstream s ._;e to provide a smooth. tough fin sn • Rigid D.. t Liner is specifically designee as an rnter•or insulation material for plenums an:: sheet metal ducts in heating. ventilating and air conditioning applications It offers an optimum combination of efficient sound absorption, low thermal conducr•vity. and minimal air surface friction characteristics for systems operating at lenlperatures up to 250`F (121'C) and velocities up to 4,000 fpm (1219 mpm) z w -J C.) O 0 U o J H U L w 0 co F- t-- Z F H 0 Z ~ 0 O C I ) O t-- w W I Li_ .z w U= 0 z Type '/3 Octave Band Center Frequency (cycles /sec.) 125 250 500 1000 2000 4000 NRC 3 PCF x 1" thickness (48 kg /m' x 25 mm) .27 .52 .64 .88 1.01 .91 .75 3 PCF x 11/2" thickness (48 kg /m' x 38 mm) .36 .67 .90 .96 1.00 .96 .90 3 PCF x 2" thickness (48 kg /m' x 51 mm) .49 .75 1.00 1.00 1.00 .95 .95 Product Thermal Conductance 'C' at 75 °F (24 °C) Mean Temperature Thermal Resistance 'R' at 75 °F (24 °C) Mean Temperature 3.0 PCF 1" .23 4.3 (48 kg /m' x 25 mm) (1.31 W /m2• °C) m2oC (76 W 3.O PCF 1'h" .15 6.5 (48 kg /m' x 38 mm) (.87 W /m °C) m °C (1.15 w ) 3.0 PCF 2" .12 8.6 (48 kg /m' x 51 mm) (.65 W /mz°C) m2• °C (1 51 W Benefits and Features Technical Data THERMAL CONDUCTANCE 'C' AND RESISTANCE 'R' A IEMEESPRIMEEfollesurrattireemorv e viam omemolf+ ENERGY CONSERVATION. Knauf Rigid Duct Liner's low "K" factors (thermal conductivity) offer excellent thermal resistance to heat loss through warm air ducts and heat gain in cooling ducts. This results in better temperature control and lower operating costs. SOUND ABSORPTION. Fan and mechanical equipment noise and other duct - transmitted sound energy such as cross -talk and air movements are greatly reduced through the use of Knauf Rigid Duct Liner. DURABILITY. Knauf Rigid Duct Liner is fire - resistant, non - corrosive, tough and resilient. It will withstand damage from normal handling and shop abuse. GENERAL PROPERTIES. Service temperature range -up to + 250 °F (up to + 121 °C) Air velocity (maximum) -4,000 fpm (1219 mpm) Moisture absorption -below 0.5% by volume SURFACE BURNING CHARACTERISTICS. (UL Classified) When tested in accord- ance with ASTM E -84, UL 723 and NFPA -255, Knauf Rigid Duct Liner does not exceed: 25 Flame spread 50 Smoke developed Conductance in accordance with ASTM C -177 in BTU /Ft °F•Hr Resistance in Ft2 °F -Hr BTU SOUND ABSORPTION COEFFICIENTS. Coefficients determined on F -25 mounting in accordance to ASTM C- 423 -81a test procedure. c Specification Compliance Forms Available Ifi2"« +y'Ax4li�ivll FRICTION LOSS CORRECTION FACTOR. The air friction correction factors for different velocities shown in the curve below are to be applied to ASHRAE's chart for "friction loss of air in straight ducts of galvanized sheet metal." 1.5 Rigid Duct Liner 3PCF x 1' (48 kg /m' x 25 mm) 1.0 300 400 500 1000 2000 3000 4000 (91) (121) (152) VELOCITY—FPM (609) (914) (1218) (m /min) Knauf Duct Liner meets the requirements of the following codes and specifications: NFPA 90A and NFPA 90B TIMA Standard AHC -101* HH- I -545B TYPE II* (*Waiver required for sound absorption coefficients at 1000 Hz on 3 PCF x 1" (48 kg /m' x 25 mm) only) Knauf Rigid Duct Liner is available in standard 24" x 48" (610 mm x 1220 mm) board size of 1" (25 mm), 1' /2" (38 mm) or 2" (51 mm) thickness. Rigid Duct Liner is also available in non - standard sizes of 24" and 48" (610 mm and 1220 mm) widths and 36" (915 mm), 72" (183 mm), 96" (244 mm) and 120" (3048 mm) lengths at the minimum order quantity. • Z ~ W r J U 00 0 co � - LL w g Q cn _° _w Z = f- 0 Z w . 0 O — OH w =O w O - O ~ z S4I ARCHITECTURE To: Brenda Holt City of Tukwila Re: Current Drawings For: John Lang We are sending you X Attached 0 Under separate cover # Copies 5 Sheet A2.1 5 ea Sheet C3 & C4 By: JILL. HURLEY, Secretary Sabey Architecture C: TRANSM ITTAL Date: June 26, 2000 Project #: 00 -10 -09 Project: AboveNet x Hand Delivery Via: 0 Mail 0 Overnight 0 Courier The following items: x Prints 0 Letters 0 Originals 0 Submittals 0 Samples 0 Documents For Your. 0 Information and use 0 Review and comment 0 As requested Action Required: 0 As indicated 0 No action required 0 For signature and return 0 Approval NOTE: If enclosures are not as noted, kindly notify us at once. 0 Other. Description Dated 6/14/00 6/14/00 Brenda, The above referenced sheets need to be inserted (done by our office) into the existing set of drawings in your office. Sheet A2.1 was re- plotted with corrections and Sheets C3 & 4 were replotted for better clarity in the printing. If you have any questions, please feel free to contact our office. Thank you SABEY ARCHITECTURE 12201 TUKWILA INTERNATIONAL BLVD, 4" FLOOR SEATTLE, WA 98119 (206) 281 -8700 FAX (206) 281 -0920 PERMIT t2200D BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ig 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential O 00060 WA Ventilation/Indoor AQC 111 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types E" 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 0800 Floor Insulation 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑v 00803 Glazing Inspection ❑ 00815 Lighting and Controls EKA0900 Suspended Ceiling 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑1140 Pre - reroof [J" 1400 Final -Fire 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame O 04003 Special -Reinf Steel Prestress El 04004 Special - Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special- Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report Er 0012 New ceiling grid & light fixture shall meet lateral bracing R(0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site Y Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof EI All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." [v' 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected ler 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit 2 - 1 003 Electrical permits obtained through L & I 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ /0035 Contact PW Div to obtain insp for water /sewer connect A C of 0 will be required for this permit Final approval for all TI w /in the limits of the SC Mall All mechanical work shall be under separate permit All construction noise to be in compliance with 8.2 TMC Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available All structural concrete shall be special inspected _ilk 0) I t v II a 14 e ifqx 0038 ❑ 0039 gr 0004 ❑ 0040 ❑ 0041 Q ❑ 0006 ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector 0008 All high- strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected 0031 Comply with requirements of TMC 16.04 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. "Obtain required inspections from appropriate water & sewer districts" `Fuel burning appliances "Appliances, which generate...." "Water heater shall be anchored...." "Reroot" Plan Reviewer: Permit Tech: W Date: 7 /O - 2 e Date: 7" O - 00 om M.O. Mt01101 ! July 14, 2000 Dear Mr. Lang: Sincerely, Tammy Beck Permit Technician Enclosures File: D2000 -192 Mr. John Lang Sabey Corporation 12201 Tukwila International BI. Tukwila, WA 98168 City of Tukwila Department of Community Development Steve Lancaster, Director SUBIECT: CORRECTION LETTER #1 Development Permit Application Number D2000 -192 Above Net Communications, Inc. 3433 South 120 Place 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 review comments from the Building Department. At this time the Fire Department, Planning Department and Public Works Department have no comments regarding your application for permit. 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. Steven M. Mullet, Mayor The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your review does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 �Wr 0 (o C ! (our CO IL w LL ' co 3 W Z z� 0 in 0 I- w W1 F V !LLB! ii U U) , O �` z SABEY CORPORATION July 17, 2000 Bob Benedicto, Plans Examiner City of Tukwila, Building Division 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Re: Permit No.: D2000 -192 Plans Correction Dear Bob: Since John W. Lang, AI VP of Architectur Enclosures C: Vong Yap File C: \My Documents \L A N G\AboveNet 00.10- 09 \Comment071700.doc REAL ESTATE DEVELOPMENT / 12201 Tukwila International Blvd, CONSTRUCTION SERVICES Fourth Floor VENTURE FUNDING Seattle, Washington 98168 -5121 ME T jE CM? ( OF JUL 1 2000 PERMIT CENTER Sabey Architecture has reviewed your comments 1— 4 dated 7/12/00 and offers the following response for compliance: 1. Electric Switchboard Rooms #106 -111 will now be classified H3 in lieu of F -1. Existing 2 -hour walls will now separate all H3 occupancy from remainder of building. Also, find attached a letter from Project Owner, International Gateway East LLC, accepting terms and conditions relating to B occupancy classification. 2. All EXIT access doors within and exiting from H3 occupancy to have panic hardware per UBC 1007.4.5. 3. Building has been designed with egress illumination on emergency power. Reference drawings E3.1.1 through E3.1.4. This note has been added to drawing A0.2. 4. A personnel door, 3' -0" x 7' -0" has been added to the south Equipment Yard for egress purposes. Reference Drawing A0.2. We trust this satisfactorily answers your questions. Please call me immediately if you need additional response or documentation. CORRECTION LTR #_j_ Qi cob - 206/ 281 -8700 main line 206/ 282 -9951 fax line www.sabey.com BUILDING DIVISION REVIEW Date: Project Name: Application #: Plan Reviewer: End/ Initial review comments. • Page 1 July 12, 2000 Abovenet Communications, Inc. D2000 -192 Bob Benedicto Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 1. Re: Sheet A0.2: This building has been classified as a Group "B" Occupancy. Please revise references to Group F, Division 1 Occupancy and list Group "B ". In addition, the code notes indicate that a one hour separation is required between the H -3 Occupancy and the rest of the building. This should indicate that a two -hour occupancy separation is required per UBC 307.1.3 (2). 2. Re: The H -3 Occupancy: Exit and exit - access doors shall not be provided with a latch or lock unless it is panic hardware. The exit doors from the H -3 areas are scheduled for a group No. 4 hardware. Flush bolts are called for and panic hardware is not scheduled. Please clarify if panic hardware has been scheduled elsewhere in these plans. If not, schedule in hardware schedule. Note: The two hour occupancy separation wall defines the H -3 Occupancy. 3. The means of egress system (fire rated corridor system) serves a calculated occupant load > 100. Consequently, the means of egress illumination must be provided with an emergency power supply per UBC 1003.2.9.2. Schedule and locate fixtures on the lighting plans. 4. It is my understanding that a separate personnel door is to be installed in the screen wall of the equipment yard. The purpose is to provide a required exit from the building and separate access for refueling. Locate this door on the plan of the equipment yard. z et 2 U � W W '' J co IL W 0 g CO z � D p ' O N = V ; O " . z'. O Z Revision • No.. Date Received . ..: Staff Initials •• Date Issued • . 'Staff Initials 4t- .. 11 00 (nlancp nrinti MC. Date Staff Issued 1 Initials Summary of Revision: • h.. • 11, • V 1 * . to.-. - I Summary of Revision: Received By: v ariiMM N. ' . . . Date Staff - Issued 1 Initials I I Revision No. Date Received Staff 1 Initials (nlancp nrinti Date Staff Issued 1 Initials I _ . • •1 I I Summary of Revision: Received By: • . . Revision 1 Date No. Received Staff Initials Date Staff - Issued 1 Initials I I • Summary of Revision: Received By: (nlancp nrinti ,AOJECT NAME: — Site Address: 34 bove. PERMI1 NO:. D2D00- 3 5 12D P1 - -- Original Issue Date: 8-9-co REVISION LOG Revision No. Date Received Staff Initials FArlect AZ. • an Received By: \b/ Date Issued Staff Initials Summary of. Revision: 66A- ccry ;dor- wed room/ lavn.oe_. Excaii.orN g ei ret t 2E ve l Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: please print . (please printl- ' (please print) .11 It 0. .0 L - L -1 1 ( LL. w 0 2 • < .u2 a tu I W. z ▪ o z 2 D uy 0 — Lu 13 1— 11 r - . Z Lil co I= 0 I. I— DEPARTMENTS: BuilDivision • Public Works k I DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: \PRROUTE.DOC 5/99 TUES /THURS ROUT! : Please Route Structural Review Required REVIEWER'S INITIALS: Ad03 PLAN REVIEW Fire Prevention ri Structural Incomplete ri CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: inG SLIP ACTIVITY NUMBER: D2000 - 192 DATE: 7 - - 2000 PROJECT NAME: ABOVENET COMMUNICATIONS SITE ADDRESS 3433 S 120TH PLACE Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued No further Review Required DUE DATE Not Approved (attach comments) DATE: Planning Division Permit Coordinator al DUE DATE: 7 -18 -2000 Not Applicable n DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 8 -15 -2000 Approved I I Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000 -192 DATE: 8 -11 -2000 PROJECT NAME: ABOVENET COMMUNICATIONS SITE ADDRESS: 3433 S 120 PL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division n c Work ty DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved WRKOIlll.DOC srw Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) ,PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Approved with Conditions Incomplete n Not Applicable n Planning Division n Permit Coordinator DUE DATE: 8 -15 -2000 No further Review Required n DUE DATE 9-12 -2000 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D2000- MZ DATE: 10 -6 -2000 PROJECT NAME: ABOVENET SITE ADDRESS: 3433 S 120 PL SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: Buildirtivision � I01( -o n Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ld Incomplete n PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: Y 1 ROUII.1>UC 5199 CORRECTION DETERMINATION: DUE DATE Approved u Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: u n Planning Division n Permit Coordinator No further Review Required n DUE DATE: 10- 10-2000 Not Applicable n n DATE: DUE DATE 11 -7 -2000 Not Approved (attach comments) n City of Tukwila .7 �4 4_ !eumt.. 1a4r :i Aar Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: lintun Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: 1. 0,006f t w/ 1Orefl r0 1200740 PAfbb 11 06 y tsrl0 1elAI` he PeorAftcY I m f6 ' Pof tt4(41Nb 0, Prillgli 1 . t IV/rff a T lki t '6140 2 0P u Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 -! - 7 -0O tered in Sierra on 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431.3665 John W Rants, Mayor Department of Community Development Steve Lancaster, Director Plan Check/Permit Number: A0'0— " ' — / / LTR# RECEIVED CITY OF TUKWILA JUL 17 2.000 JyY(/ yal6 ' e(/►/ x'/10 4111 l , Z(1G. pE R IT CENTER '9- &3 . lug ��. , 110/11h, /141-111A J" H , LA* Phone Number: P6- i l fr u6 CORRECTION 06/29/99 City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 11 — 00 Plan Check/Permit Number: { q a Response to Incomplete Letter # 0 Response to Correction Letter # Tr Revision # ' after Permit is Issued RECEIVED CITY OF TUKWILA AUG 1 1 2tIDU PERMIT CENTER John W. Rants, Mayor Project Name: A Jed Cxrrnrn Project Address: `, �� 7 mS 121) P I Contact Persona JUhn L(1r Phone Number Revision: k � i O re V7 Summary of 6i) lU e � V �� v► Direanr. 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 g -. I I - CO 06/29/99 p limotrwormoompapterroyftorwr.11414Wiri 1it .CQnf fSL!) ?r/i hS1l/tAe *11�'/ SwF ! *l SI.R. .R 9,6144 7,40E 9,4, sR ^.tiM; , aggPoNtyrr City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: October 6. 2000 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ® Revision 4 after Permit is Issued Project Name: ABOVENET COMMUNICATIONS. INC. Project Address: 3433 South 120th Place. Tukwila WA Contact Person: John W. Lang, A.I.A. Sheet A2.4: Plan change at Break Room / Lounge. Sheet Number(s): A0.2 & A2.4 "Cloud" or highlight all areas of revision including date ofrevisio Received at the City of Tukwila Permit Center by: j1®. Entered in Sierra on d Plan Check /Permit Number: D2000 -133 Phone Number: 206.277.5216 Summary of Revision: Sheet A0.2: Change in location of 1 -hour rated EXIT Corridor Wall. Steven M. Mullet, Mayor CITY OF TUKWILA OCT - 6 2000 PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • (206) 431 -3665 City of Tukwila Fire Department Fire Department Review Control #D2000 -192 (510) June 26, 2000 Re: Abovenet Communications, Inc. - 3433 South 120th Place, Suite #100 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) One or more portable fire extinguishers having a rating of not less than 20 -B shall be located not less than 10 feet (3048 mm) or more than 50 feet (15240 mm) from any Class I or II liquid storage area located outside of a liquid storage room. (UFC 7902.5.11.5.2) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 - 5754404 • Fax: 206 - 575.4439 L A A Ciiy of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief z mo w. �i. Page number 2 V y0 w w J W o . 2 they shall be identified with a sign stating, "Fire 15 1,....c Extinguisher ", with an arrow pointing to the unit. Do (NFPA 10, 1 -6.3) (UFC Standard 10 -1) H w Clear access to fire extinguishers is required at all ggi times. They may not be hidden or obstructed. (NFPA g .. 10, 1 -6.5) W W Fire extinguishers require monthly and yearly o inspections. They must have a tag or label securely C)--' attached that indicates the month and year that the W w ' inspection was performed and shall identify the H v company or person performing the service. (NFPA 10, w ~O 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and uiZ subjected to the applicable recharge procedures. v =' (NFPA 10, 4 -4.1) If the required monthly and yearly p1— inspections of the fire extinguisher(s) are not z,.'. accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 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) 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 3 Steven M Mullet, Mayor Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206 -575 -4439 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 4 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) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 24 -8- 9.3.1, 24- 8- 9.3.2) 5. A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13 -2- 2.7.1, 2- 2.7.2) 6. 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 U O 0 0 u. w 2 J > D . LU Z : I- D p' 0 N 0 H' w w ;. I- O w z 0 Page number 5 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206-575-4439 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 7. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900) 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 9. Satisfactory provisions shall be made for containing or neutralizing spills or leakage of hazardous materials. (UFC 8001.5.2.3) 10. Hazardous materials shall not be released into a sewer, storm drain, ditch, drainage canal, lake, river or tidal waterway, or upon the ground, sidewalk, street, highway or into the atmosphere. (UFC 8001.5.1) City of Tukwila Steven M Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief n 0 o N o co LIJ I- w 0 J ` 11. In areas covered by a sprinkler system designed for g a extra - hazard occupancies, the inside storage of flammable cnd and combustible liquids (IN CLOSED CONTAINERS), shall not W la exceed 120 gallons of class I -A, 240 gallons of class I -B, z 360 gallons of class I- C, 480 gallons of class II or 1320 W O gallons of class III -A liquids, or 480 gallons in any combination of class I and class II liquids. (UFC al uj 7902.5.7.1, Table 702.5 -A) 2 o f Flammable liquids in excess of those amounts allowed or= 01- within control areas will have to be removed from the ,w w' premises or a room will have to be designed and built H V to meet the requirements of the Building and Fire �f Codes for a (H -3) flammable liquids storage room or -0 warehouse. (UFC 7902.5.7.3) . F.-"I ; 12. Your street address must be conspicuously posted on p the building and shall be plainly visible and legible from Z the street. (UFC 901.4.4) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (UFC 901.4.4) 13. When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and U.B.C. Standard #43 -7. (UBC 713.11) 14. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Page number 6 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206-575-4439 ur% wrazx��wsra?�rrr; �cot�m +atn•�.*xaFaaN�+.t�ec*er�a.na;� a,,anew+rye,�«.�' vex+ �cvaf+ �c+ m�twrrr ,,, � „ �..+.e- '""f�+ne s�xwi*�+nvanrrutrx�r�a�nA,�,. Page number 7 Yours truly, Ciiy of Tukwila Fire Department Thomas R Keefe, Fire Chief The Tukwila Fire Prevention Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206.575 -4404 • Fax: 206 -575 -4439 / Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 Z. t' Dental units or lavatory 1 1 Dishwasher 4 2 1 2. Drinking fountain (each head) 1 1 fi 7 ... Hose bibb or sill cock 5 3 4 L. Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 Qj iD Sink, clinic, flushing 10 10 Sink, kitchen 4 2 1 Z Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 Z 1 0 Water closet tank 5 3 Water closet, flush valve 10 6 b 3 (p Non- itesidential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. ICING COUNTY This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684.1740. (Please print or Qe],46 _ iONIK � I i C• p 0 � Owner's Name N ( r ���T] Property Tax ID # (Last, First, Middle Initial) Property Legal Address: Subdivision Name Lot # Subdiv. # Block # Property Street Address City, State, Zip Owner's Phone Number ( z 4J - Owners Maini Ad ress: if diffe f abo e A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture 1058 (Rev. 11/96) 20 Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units RCE White — King County Mrttt�vNIX,10:70 :71,V0va.�erau41,40 n,,.•r10..x, rrau Building Name (if applicable) Party to be Billed (if different from owner) Party's Mailing Addres : ' d' a ent from property address) Date 6AM or Property Contact Phone # ( "(' £ 8/ 7 4 City or Sewer District_ VA L V Date of Connection Pi Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) A B 187 RCE Signature of Owner/ Representative Print Name of Owner/ Representative Yellow — Local Sewer Agency Pink — Sewer Cu tomer H- /3 RCE C. Total Residential Customer Equivalents: (add A & B) RECEIVED CRY OF TUKWILA JUN 1 4 2000 PERMIT CENTER to d 2 I certify that the information given is correct. I unde that the capacity charge lev -d will be based on this information and any deviation ill require resubmission of corrected data for determin• ti'n of a revised c- • -city charge. ..�.,,�y:�rr.. .Tw „�...,,� ,..��.», v+: ..wry { /,�*n�,.'•trea..n; ^n•t . {yi rx.�.`�rw"Y.�sr;^d'.r. �!;t!7c'.egYM'� , Tom) Z I 1 � w 00 co 0 ca J = t- wO 2 -J F w Z F H- 0 Z n o ' U O O t— = w . H r - - tL O tli Z ' 0 Z ❑ Fire Marshal ❑ Insurance Underwriter RECEIVED CITY OF TUKWILA JUN 1 4 2000 PERMIT CENTER CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: AMU er C ri1yNUN� T/0 ; /fs & goo pt, ak , WA ?27W Agent or Contact Person /Name /Phone: Site Address (Attach map and legal description showing hydrant location & size of main): 1-01 Z, I & C t*/ stilff Pt M m0 /8 ('Noat j OW& IJd . 9boWn *0 Me 6f RIO b &IN-( y kvIr 2. This certificate is submitted as part of an application for: El Residential Building Permit • ❑ Preliminary Plat ❑ Short Subdivision Commercial /Industrial Building Permit ❑ Rezone ❑ Other: 3. Estimated number of service connections and meter size(s): • Me, 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: i '0 ft. 5. Minimum needs of development for fire flows: MO gpm at a residual pressure of 20 • psi. Source of minimum flow requirement: ,i Developer's Engineer ❑ City ❑ Utility Jowl W LOMA lob • Z1?'• 0216 PROJECT # 111 / 4 erg( ❑ Other 6. Area is served by: / At P f7 'C (Utility) Owner/Agent's Signature: � Date: f7 /4 tD g g (Reverse side to be completed by water util 41, d governing jurisdiction) 05/06/94 D2000- 192 U C U) 9 W0 . • d Z � o ' z F- W gy ,o (A 1— w u j Z O1 z Part I Fill out this form, fold it so the business-reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: ' A001/610 Nilit All milt NC.' Contact person at your con • any; 0 ' '0 Title: t , rittiAt. Telephone: 402 2 *10 - b * 13 Mailing address: S0 w. AY rA l 614 , telfi dtoe, e4 .7*/* Type of business (What does your firm manufacture or produce ?): tivo e4 •1447 iJ 90-000( Number of business sites: I Address of each business site '• No. of employees at site: 1. 34''1 *D. Orel ft. Oge 1d1kg 30 2. 3. Use additional sheets if necessary. Part i1 Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: wove( ( et vN i cli � fN IA� p Site address: ' 4 (DV fL • y � , k 1 7 SI b p Contact person: ti Title: k ANAL P O L Telephone: fob - 0 - / S 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or leaning floors in production areas? Yes No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? ZI Yes No JUN 13 '00 10 :18RM TUKWILR DCD /PW slusiness Declaration • P.2/1 I JUN 13 '00 10:18AM TUKWILA DCD /PW P.3 /3 3. Does your business sto 'Ir mix liquid chemicals? Yes 0 No If yes, are they for resale? CI Yes $No 4. Does your company use solvents or flammable substances? Ai Yes C:1 No • If yes, do you recycle them? El Yes 0 No 5. Does your company process food or animal matter? Yes 0 No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? Yes 0 N r 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? CI Yes igl No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance,equipmemt- washing and drum - cleaning? CI Yes 21 No 9. Now many gallons of industrial wastewater does your company discharge each day? (check one) SI None 01 Less than 5,000 gallons CI 5,000 - 25,000 gallons Cl More than 25,000 gallons BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10819 SEATTLE. WA POSTAGE WILL BE PAID BY ADDRESSEE Thank you *mUTRO INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE WA 98104-9986 (liliiisiiii U 11llnii lei II,1111ill1111h 1i1,1111..I NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES v UO coo, mut W O u. PI a = r ~ al ,, z O ` z Hi 2 U G :. i0 N 0 )— W W ! Z O 111 Z: UN O z PART 3: (To be completed by water utility district) The proposed project is to • . ted w)llin _ - K 'n (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: Cnn rJec4 - irvl '/ .47x7.47. /r7 11 Zii•91A.) ,th-e e•i - (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of yo co gpm at 20 psi residual for a duration of 2 hours at a velocity of Z— fps as documented by the _i attached calculations. I hereby certify that the above information is true and correct. A c. Lam, .Q. / 26 (2.0E) 2y a- 9s 7 l a�ca-..-,...4- € — /6 — CIO Agency /Phone By Date CITY OF T 'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability H-ha PROJECT #: 02 , 000 6 , VIVRequired only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Owner Information: Name: Aft* I e � imel't u f l/"G Address: 01'0 fi I!�`�' 7 • Phone: fralt6 /OA mil This certificate is for the purposes of: ❑ Residential Building Permit JL Commercial /Industrial Building Permit ❑ Preliminary Plat ❑ Rezone in Short Subdivision ❑ Other Estimated number of service connections and meter size(s): Vehicular distance rom nearest hydrant to the closest point of structure 14 ZTv ft. Owner /Agent Si Area is served by , • 1 - r t' i , • istrict): f I 1 i t. j Agent/Contact Person: Name: JO/1N /Vi � ;l�f"V { �'� `� Address: mot 1 jt i,(1 ow oleo Phone: 2O6 - 56tIa6 Date: PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. In System isn't capable of providing service to this project. C ITY OF�j v K , ° JUN N 1 9 2Png pERM7 r r,.•, Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) r_h Agency /Phone By Date WTRAVAIL.DOC 6/5/96 ?zoll z 1 w QQ J0 00 0 wI J F w 0 gQ cD I- al Z = I-0 Z w DO U O H W W H -- -'. I L O w Z — I O ~ z Part A: (To Be Completed by Applicant) Purpose of Certificate: A Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi - Family A Commercial ❑ Other Applicants Name: Ai /0er el/MOW V/CArtQr f l/✓C Phone: Or' W'' 0/5 . Property Address ,r Approximate . � F f , Vrit. Alit qlibt r Legal Descriptionac % p,� d Legal �� n ( e ry ("t�, it o ' w G v f PO. 1b(40o1,0 , jeth Of igNb goo; Wft Part B: (To Be Completed by Sewer Agency) , • ../ 1. ud a. Sewer Service will be provided by side sewer connection only to an existing Cc) size sewer On S 4 - c and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Mu;t be completed if 1.b above is checked) PV a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. I'a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) RECEIVED CITY OF TUKWILA b. Easements: ❑ Required . ❑ May be Required c. Other: C1AAPC_Ae 3 a-z- �)e, cm ► Y\L \. 0A t. JUN 1 9 2000 PERMIT CENTER 'WORKING TOWARD A METTER EENVIRONMENTI SEWER DISTRICT 14818 Wittily Road South P.O. Box 89550 Tukwila, WA 98188 Phone: (208) 242.3238 Fax: (208) 242 -1527 H - li CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY 154 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of sign . to e. • ilt Ott Title Date Dw RTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST'CONT GENERAL • REGIST 4 1 1 t;• E Et Fa25. 2.o %) (13/97) Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 SABEYCI033KM 12/31/2000 EFFECTIVE:;DATE.• , : 05/14/1997 SABEY, CONSTRUCTION INg ,. , 101 'ELLIOTT AVE. W .STE.' 330. • SEATTLE.'WA •• 98119" • ' • ' I Signature ` Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold D TM INTERNET SERVICE EXCHANGE FACILITY I I EAST 3433 S OUTH 20Y1--I PLA SE � T I I 8 July 13, 2000 I City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attn: Duane Griffin, Building Offival Re: 3433 South 120 Place International Gateway East LLC, Owner of the property located at 3433 South 120'" Place Tukwila Washington hereby makes the following request, with full understanding of the long range consequences of such action: Areas of the building plans labeled Electronic Switch Room (Cato) be reviewed and approved using an occupant load facor of SOO ta determine minimum egress requirements of Chapter 10, 1997 Uniform Building Code. The rationale far requesting this proposed action Is that the areas designated as Electronic Switch Room will normally be unoccupied except for routine maintenance of the equipment housed in these areas, and furthermore, the actual occupant load of persons performing this routine maintenance will never exceed the actual occupant load computed by using the occupant load factor of 500. The areas of the building plans labeled Electronic Switch Room will be plan check. and approved with the understanding that areas labeled Electronic Switch Room will not be included In the square foot formula when determining the number of plumbing fixtures required In the building. If this request is accepted, It is undestood that the occupant load factor of 500 will limit use of the areas designated as Electronic Switch Room to that use only. This agreement runs to perpetuity as long as the building "use" remains unchanged, regardless of Tenant This agreement becomes null and void if this "use" is discontinued. Any other future "use" will be subject to City of Tukwila, Department of Community Development review and approval. Sincerely, International Gateway East LLC By Sabey Corporation, Manager APPROVED: s N. Harmon financial Officer Duane Griffin, Building Offidtl Date City of Tukwila VENTURE FUNDING tt tt A . ED was CONSULTANTS ISSUE DATE S: B E Y ARCHITECTURE OHN r F CITY CCYFIEYTF %IS /rte CONS T. 166UE 7/I 7ICE REVISIONS A N oire DRAWING TILE: PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: DRAWN BY: Es CHECKED BY: APPROVED BY: COVE D - I�t� DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. INTERNATIONAL GATEWAY EAST LLC, BY SABEY CORPORATION, MANAGER, 1/1 ? I , q /®o BY ES N. HARMON, CHIEF FINANCIAL OFFICER, DATE TR RER, AND SECRETARY STATE OF WASHINGTON) SS COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT JAMES N. HARMON IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE /SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE CFO/TREASURER/SECRETARY OF SABEY CORPORA770N, MANAGER OF INTERNATIONAL GATEWAY EAST LLC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE IN TRUMENT. DATED ?`1 0 SIGNATURE OF NOTARY PUBLIC (PRINT NAME) RESIDING AT MY APPOINTMENT APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY OF 2000. CHAIR, SHORT SUBDIVISION COMMITTEE KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NO. r� A EXPIRES Or_ i 1r _ ' 0 SURVEYOR'S CER?1FICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON- FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF SABEY CORPORATION ®N NE 2, 2000 ZS- / 7'19..200Q IGNATURE DATE CERTIFICATE NO. 18904 NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SEC7101 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. TAX I OT NUMBER 102304 -9069 CITY OF 'TUKWILA, KING COUNTY, WASHINGTON 2000. ATE FILED FOR RECORD THIS 19 AT M. IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. MANAGER /AUDITOR SUPT. OF RECORDS/DEPUTY AUDITOR RECORDING NO. BOUNDARY LINE ADJUSTp.1'l:NT NO. L2000 -042 LEGAL DESCRIPTIONS AFTER BOJIIDARY UNE ADJUSTMENT / LOT CONSOLIDATION LOT I THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST ONE - QUARTER CORNER OF SAID SECTION 10; THENCE SOUTH 01'46'02" WEST ALONG HE WEST UNE THEREOF A DISTANCE OF 107.22 FEET TO A POINT ON SAID LINE: THENCE LEAVING SAID LINE SOUTH 87'3312" EAST A DISTANCE OF 512.24 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87'33'12" EAST A DISTANCE OF 214.16 FEET; THENCE NORTH 78'40'52" EAST A DISTAPCE OF 415.05 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE SOUTH 16'31'41" EAST ALONG Si ID MARGIN A DISTANCE OF 241.92 FEET; THENCE SOUTH 28'02'57" EAST A DISTAPCE OF 104.42 FEET; THENCE SOUTH 17'01'47" EAST A DISTANCE OF 100.50 FEET; THENCE SOUTH 1119'15" EAST A DISTANCE OF 13.28 FEET TO A POINT ON SAID MARGIN AND THE NORTHEAST CORNER OF THAT CERTAIN PARCEL DESCRIBED IN DEED RECORDED UNDER FILE N0. 5612479, RECORDS OF KING COUNTY, WASHINGTON; THENCE LEAVING SAID MARGIN ALONG TH := NORTH UNE OF SAID PARCEL NORTH 8813'58" WEST A DISTANCE OF 473.87 FEET TO THE NORTHWEST CORNER OF SAID PARCEL; THENCE SOUTH 01'46'02" WEST PARALLE!. WITH THE WEST UNE OF SAID GOVERNMENT LOT 15 AND 820.00 FEET THEREFROM A DISTANCE OF 37.00 FEET TO A POINT ON SAID UNE; THENCE LEAVING SAID LINE NORTH 88`3'58" WEST A DISTANCE OF 307.80 FEET; THENCE NORTH 01'46'02" EAST A DISTANCE OF 373.93 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. OT 2 THAT PORTION OF GOVERNMENT LOT 15, SECTION 10 AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, ALL IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST ONE- QUARTER OORNER OF SAID SECTION 10; THENCE SOUTH 01'46'02" WEST ALONG inE WEST UNE THEREOF A DISTANCE OF 107.22 FEET TO A POINT ON SAID LINE THENCE LEAVING SAID' LINE SOUTH 67'J3'12" EAST A DISTANCE OF 51224 FEET, N SOUTH 1'46'0 " WEST A DESL' ^ - OF THENCE SOU 0 2 �N .E U 40293 FEET THENCE NORTH 8813'58" WEST A DISTAL; E OF 616.22 FtLI;', THENCE NORTH 3209'15" WEST A DISTANCE OF 209.62 FEU TO THE EAST MARGIN OF PRIMARY STATE. HIGHWAY NO. 1. SSR 99, PACIFIC HIGHIVAY SOUTH; THENCE NORTH 03'55'27" EAST ALONG , EAST MARGIN' A DISTANCE OF 150.00 FEET; THENCE NORTH 86'04'33" WEST A DISTAACE OF 10.00 FEET; THENCE NORTH 03'55'27" EAST A DTAP' ^E OF 6'.90 FEET TO THE BEGINNING OF A 1266.00 -FOOT RADIUS CURVE CONCAVE TO '`:= WEST; THENCE NORTH ALONG SAID CURVE AN ..'!I DISTANCE OF 126.11 FEET THROUGH A CENTRAL ANGLE OF 05'42'27" TO A POINT ON SAID CURVE MS' ! A POINT ON THE EAST -WEST GENTERUNE OF SAID SECTION 9; THENCE LEAVING SAID EAST MAPOSU SOUTH 8916'45" EAST ALONG SAID EAST -WEST CENTERLINE A DISTANCE OF 224.58 FEET TO THE EAST ONE- QUARTER CORNER OF SAID SECTION 9 AND THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. LOT 3 THAT PORTION OF GOVERNMENT LOT 15 AND THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, SECTION 10 AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 9, ALL IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST ONE - QUARTEF CORNER OF SAID SECTION 10; THENCE SOUTH 01'46'02" WEST ALONG ThE WEST UNE THEREOF A DISTANCE OF 107.22 FEET TO A POINT ON SAID LINE; THENCE LEAVING SAID LINE SOUTH 87'3.3' 2" EAST A DISTANCE OF 512.24 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 402.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 8813'58" WEST A DISTANCE OF 616.42 FEET; THENCE SOUTH 32'09'15" EAST A DISTANCE OF 26.64 FEET; THENCE SOUTH 22'04'16" EAST A DISTANCE OF 220.58 FEET TO A POINT ON THE WEST UNE OF SAID GOVERNMENT LOT 15; THENCE LEAVING SAID WEST LINE SOUTH 10`41'52" EAST A DISTANCE OF 188.37 FEET; THENCE SOUTH 21'08'19" EAST A DISTANCE OF 277.53 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 559.5' FEET; THEN' C SOUTH 8813'58" EAST A DISTANCE OF 351 +1 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 2/A.71 FEET TO THE NORTHEAST CORNER OF LOT 10, DONALDSON ADDITION, ACCORDING TO THE PLAT WHEREOF RRECORDED IN VOLUME 20 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, WASHINGTON: THENCE SOUTH 8918'50" EAST A DISTANCE OF 50.02 FEET; THENCE NORTH 01'46'02" EAST A DISTANCE OF 73.78 FEET; THENCE SOUTH 8918'50" EAST A DISTANCE OF 220.09 FEET TO THE WEST MARGIN OF 35TH AVENUE SOUTH; THENCE NORTH 01'46'02" EAST A LONG SAID WEST MARGIN A DISTANCE OF 651.78 FEET TO A POINT ON SAID MARGIN; THENCE LEAVING SAID MARGIN NORTH 8813'58" WEST A DISTANCE OF 227.95 FEET; THENCE NORTH 01'46'02" EAST A DISTA' ✓;E OF 740.00 FEET; THENCE NORTH 8813'58" WEST A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. DAY OF RECORD OF SURVEY A MACAW LIE ADJUSTMENT FOR LOT 4 INTERNATIONAL GATEWAY EAST LLC CITY OF TUKWILA, KING COUNTY, WASHINGTON NE1 /4 OF THE SE1 /4 AND SE1/4 OF THE SE1/4 OF SECTION 9 AND GOVT LCT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E, W.M. THAT PORTION OF GOVERNMENT LOT 15 AND THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, SECTION 10 AND THE SOUTHEAST QUARTER, SECTION 9, ALL IN TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST ONE- QUARTER CORNER OF SAID SECTION 10; THENCE SOUTH 01'46'02" WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 107.22 FEET TO A POINT ON SAID LINE; THENCE LEAVING SAID LINE SOUTH 87'33'12" EAST A DISTANCE OF 512.24 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 402.93 FEET; THENCE NORTH 8813'58" WEST A DISTANCE OF 616.42 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 3209'15" EAST A DISTANCE OF 26.64 FEET; THENCE SOUTH 22'04'16" EAST A DISTANCE OF 220.58 FEET TO A POINT ON THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE LEAVING SAID WEST LINE SOUTH 10'41'52" EAST A DISTANCE OF 188.37 FEET; THENCE SOUTH 21'08'19" EAST A DISTANCE OF 277.53 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 559.51 FEET; THENCE SOUTH 8813'58" EAST A DISTANCE OF 351.41 FEET; THENCE SOUTH 01'46'02" WESTA DISTANCE OF 247.71 FEET TO THE NORTHEAST CORNER OF LOT 10. DONALDSON ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, WASHINGTON; THENCE CONTINUING SOUTH 01'45'02" WEST A DISTANCE OF 119.97 FEET TO THE SOUTHEAST CORNER THEREOF AND THE NORTH MARGIN OF SOUTH 126TH STREET; THENCE NORTH 8918'50" WEST A DISTANCE OF 100.03 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 10.00 FEET; THENCE NORTH 8918'50" WEST A DISTANCE OF 300.13 FEET; THENCE NORTH 01'46'02" EAST A DISTANCE OF 198.26 FEET TO THE NORTHEAST CORNER OF PARCEL "E" AS DESCRIBED IN THE CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT /LOT CONSOLIDATION RECORDED UNDER FILE NO. 8908161260, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 8918'50" WEST A DISTANCE OF 112.75 FEET TO THE EAST MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SSR 99, PACIFIC HIGHWAY SOUTH; THENCE NORTH 1223'03" EAST ALONG SAID EAST MARGIN A DISTANCE OF 90.84 FEET; THENCE NORTH 07'52'07" WEST A DISTANCE OF 571.57 FEET; THENCE NORTH 1223'03" WEST A DISTANCE OF 455.20 FEET TO THE BEGINNING OF A 1061.00 -FOOT RADIUS CURVE CONCAVE TO THE EAST; THENCE NORTH ALONG SAID CURVE AN ARC DISTANCE OF 302.00 FEET THROUGH A CENTRAL ANGLE OF 16'18'30" TO THE POINT OF TANGENCY; C DISTANCE NORTH 86'04'33" WEST A C.STANCE uF 5.00 FEET; THENCE NORTH 03 55'27 EAST A DISTANCE OF 120.50 FEET; THENCE NORTH 37'36'51" EAST A DISTANCE OF 90.14 FEET; THENCE LEAVING SAID EAST MARGIN SOUTH 32'09'15" EAST A DISTANCE OF 209.62 FEET TO THE POINT OF BEGINNING. SITUATE 'PI THE CITY OF TUKWILA, COUNT" OF KING, STATE OF WASHINGTON. LOT 5 THAT PORTION OF GOVERNMENT LOT 15, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST ONE- QUARTER CORNER OF SAID SECTION 10; THENCE SOUTH 01'46'02" WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 107.22 FEET TO A POINT ON SAID LINE; THENCE LEAVING SAID LINE SOUTH 87 °33'12" EAST A DISTANCE OF 512.24 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 373.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'46'02" WEST A DISTANCE OF 29.00 FEET; THENCE SOUTH 8813'58" EAST A DISTANCE OF 30.00 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 740.00 FEET; THENCE SOUTH 8813'58" EAST A DISTANCE OF 227.95 FEET TO THE WEST MARGIN OF 35TH AVENUE SOUTH; THENCE NORTH 01'46'02" EAST ALONG SAID MARGIN A DISTANCE OF 21.88 FEET TO A POINT ON SAID MARGIN AND THE NORTH MARGIN OF SOUTH 124TH STREET; THENCE SOUTH 8918'50" EAST ALONG SAID NORTH MARGIN A DISTANCE OF 29.86 FEET; THENCE LEAVING SAID MARGIN NORTH 01'46'02" EAST ALONG A UNE PARALLEL '111TH THE WEST LINE OF SAID GOVERNMENT LOT 15 AND 800.00 FEET THEREFROM A DISTANCE OF 407.17 FEET; THENCE SOUTH 8918'50" EAST A DISTANCE OF 20.00 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL DESCRIBED IN DEED RERCORDED UNDER FILE NO. 5612479,' RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG THE WEST LINE OF SAID PARCEL NORTH 01'46'02" EAST A DISTANCE OF 339.00 FEET TO A POINT ON SAID WEST LINE; THENCE LEAVING SAID LINE NORTH 8813'58" WEST A DISTANCE OF 307.80 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. I understand that the Plan Check as'nrov:3la are subject to errors and omiss;ons and approval of Mans does not authorize the vi oat ±On of ary code, or ordinance D)000- 1t DAVID EVANS AND ASSOCIATES, INCA 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 98201 425.259.4099 SHEET 1 OF 7 SCALE i " =1 SURVEYED LDU, HDM REID BOOK DASC0009 BK I DRAWN CHECKED FILE DASC -0009 MHM RCH ANEW i I LEGAL DESCRIPTIONS (PER TITLE REPORT, ORDER NO. 868034, PREPARED BY TRANSNATION TITLE INSURANCE CO., DATED AUGUST 20, 1999) ORIGINAL PARCEL 1 LOT 4 OF SHORT PLAT NO. 785018, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8603240930; TOGETHER WITH THE NORTH HALF OF VACATED S. 124TH ST. LYING EAST OF THE SOUTHERLY PRODUCTION OF THE EAST LINE OF LOT 9 IN BLOCK 4, SAID SUBDIVISION AND WESTERLY OF THE SOUTHERLY PRODUCTION OF THE EAST LINE OF SAID LOT 4 OF THE SHORT PLAT. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 2 NORTH 300 FEET OF THE WEST HALF OF TRACT 27 OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY; TOGETHER WITH ALL THAT PART OF LOTS 1 AND 2 IN BLOCK 5 "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDARY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; TOGETHER WITH THE SOUTH HALF OF VACATED SOUTH 124TH STREET LYING WESTERLY OF THE SOUTHERLY PRODUCTION OF THE EAST LINE OF LOT 9 IN BLOCK 4 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36 AND EASTERLY OF THE SOUTHERLY PRODUCTION OF THE WEST LINE OF LOT 12, SAID BLOCK 4; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 3 LOTS 9 TO 16, INCLUSIVE, VACATED BLOCK 4 IN THE PLAT OF "RIVERTON ", A REPLAT OF RIVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PAGE 36; TOGETHER WITH VACATED S. 123RD ST. ADJOINING TO THE NORTH AND TOGETHER WITH THE NORTH HALF OF VACATED 124TH ST. LYING WEST OF THE SOUTHERLY PRODUCTION, OF THE EAST LINE OF SAID LOT 9 IN BLOCK 4; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 4 LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ", A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY; TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6; TOGETHER WITH THAT PORTION OF THE SOUTH HALF OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST HALF OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACHED TO SAID PARCEL BY OPERATION OF LAW; EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ', A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LUNG WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDARY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END CF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800; AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 5 THAT PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., LYING EASTERLY OF THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SSR 99); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 6 LOT 1 OF SHORT PLAT NO. 785018, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8603240930; SITUATE IN THE Cr"( OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. SURVEYOR'S OR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON- FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF SABEY CORPORATION ON JUNE 2, 2000 (? SIGNATURE CERTIFICATE NO. 18904 NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON MANAGER /AUDITOR RECORDING NO. ORIGINAL PARCEL 7 FILED FOR RECORD THIS DAY OF SUPT. OF' RECORDS/DEPUTY AUDITOR LOT 2 OF SHORT PLAT NO. 785018. ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8603240930; TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED S. 124TH ST. LYING EAST OF THE SOUTHERLY PRODUCTION OF THE WEST UNE OF SAID LOT 2 OF THE SHORT PLAT AND WESTERLY OF A LINE BEING 30 FEET WEST OF AND rARALLEL WITH THE NORTHERLY EXTENSION OF THE CENTERLINE OF 35TH AVE. SOUTH AS LOCATED BY THE PLAT OF RIVERTON; AND TOGETHER WITH THAT PORTION OF VACATED 35TH AVENUE SOUTH ADJOINING, AS VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 1572, RECORDED UNDER RECORDING NO. 9009171032 WHICH, UPON VACATION, ATTACHES TO SAID PROPERTY BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 8 LOT 3 OF SHORT PLAT NO. 785018. ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 8603240930; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 9 LOTS 9 THROUGH 17, INCLUSIVE IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY; TOGETHER WITH THE WEST HALF OF TRACT 27 OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY; AND TOGETHER WITH THE WEST 100 FEET OF TRACT 38, RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 74, RECORDS OF KING COUNTY; EXCEPT FROM THE ABOVE DESCRIBED PARCELS THE FOLLOWING: EXCEPT THE NORTH 300 FEET OF SAID TRACT 27; AND EXCEPT THOSE PORTIONS OF SAID LOTS 13 THROUGH 17, INCLUSIVE, AND SAID TRACT 38 LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH UNE OF SAID TRACT 38 WITH THE EASTERLY LINE OF PACIFIC HIGHWAY SOUTH AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO 1996812: THENCE NORTH 1273'12" WEST ALONG SAID EASTERLY UNE 203.50 FEET TO THE POINT OF BEGINNING OF SAID DESCRIBED LINE; THENCE PARALLEL WITH THE SOUTH LINE OF SAID BLOCK 5, SOUTH 89'21'12" EAST TO THE EAST LINE OF SAID BLOCK 5 AND THE TERMINUS OF SAID DESCRIBED LINE; TOGETHER WITH THAT PORTION OF THE WEST HALF OF VACATED 34TH AVENUE SOUTH WHICH, ATTACHED TO SAID PORTION OF SAID BLOCK 5 BY OPERATION OF LAW; AND TOGETHER WITH THAT PORTION OF THE : OUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.; "-ASCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDIVISION; THENCE NORTH 89'26'44" WEST ALONG THE NORTH UNE OF SAID SUBDIVISION 172.6 FEET, MORE OR LESS, TO THE EAST MARGIN OF PRIMARY STATE HIGHWAY NO. 1, SSR 99, PACIFIC HIGHWAY SOUTH; THENCE SOUTHEASTERLY ALONG SAID MARGIN TO THE EAST UNE OF SAID SUBDIVISION; THENCE NORTH 01'4'40" EAST ALONG SAID LINE TO THE TRUE POINT OF BEGINNING. EXCEPT THAT PORTION LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SSR 99) WITH THE EAST LINE OF SAID SECTION 9; THENCE NORTH 1273'12" WEST ALONG SAID EASTERLY HIGHWAY MARGIN A DISTANCE OF 50 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED UNE; THENCE SOUTH 89'21'12" EAST PARALLEL WITH THE SOUTH UNE OF BLOCK 5 IN RIVERTON, A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, TO THE EAST LINE OF SAID SECTION 9 AND THE TERMINUS OF SAID LINE: SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 10 THOSE PORTIONS OF LOTS 13 THROUGH 17, INCLUSIVE IN BLOCK 5 OF 'P'VERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLAT, PAGE 36, RECORDS OF KING COUNTY, LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNi':G AT THE INTERSECTION OF THE SOUTH LINE OF SAID - ,RACT 38, WITH THE EASTERLY LINE OF PACIFIC HIGHWAY SOUTH, AS CONVEYED TO THE STATE OF WASHINGTCI BY DEED RECORDED UNDER RECORDING NO. 1996812; THENCE NORTH 12'23'12" WEST ALONG SAID EASTERLY UNE 153.50 FEET TO THE WEST UNE OF SAID TRACT 38; THENCE CONTINUING NORTH 12'23'12" WEST ALONG SAID F,STERLY UNE 50.00 FEET; THENCE PARALLEL WITH THE SOUTH LINE OF SAID BLOCK 5. SOUTH 89'21'12" EAST TO THE EAST LINE OF TRACT 38 AND THE TRUE POINT OF BEGINNING OF SAID UNE; THENCE CONTINUING SOUTH 8971'12" EAST TO THE EAST LINE OF SAID BLOCK 5 AND THE TERMINUS OF SAID LINE; TOGETHER WITH THAT PORTION OF THE WEST HALF OF VACATED 34TH AVENUE SOUTH WHICH ATTACHED TO SAID PARCEL BY OPERATION OF LAW; (ALSO KNOWN AS PARCEL A OF LOT LINE ADJUSTMENT NO. 89 -6 -BLA RECORDED UNDER RECORDING NO 8908161260); SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. XIG CER11FICATE 19 AT M. IN BOOK OF SURVEYS AT PAGE AT NE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. RECORD OF SURVEY AND BOUNDARY LNG ADJUSTMENT FOR INTERNATIONAL GATEWAY EAST LLC CITY OF TUKWILA, KING COUNTY, WASHINGTON NE1 /4 OF THE 8E1/4 AND SEI /4 OF THE 9E1/4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. ORIGINAL PARCEL 11 THE NORTH 5 FEET OF TRACT 1; AND ALL OF TRACTS 2, 13, 14, 15 AND 16, DONALDSON ADDITION, AS PER PLAT RECORDED IN VOLUME 20 OF PLATS, PAGE 46, RECORDS OF KING COUNTY; TOGETHER WITH THE WEST 60 FEET OF THE EAST 220 FEET OF THE SOUTH 115 FEET OF THE NORTH 145 FEET OF TRACT .37, RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 74, REOCRDS OF KING COUNTY; AND TOGETHER WITH THAT PORTION OF THE SOUTH HALF OF VACATED SOUTH 125TH STREET AND OF THE EAST HALF OF VACATED 34TH AVENUE SOUTH WHICH ATTACHED TO SAID PARCEL BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PARCEL 12 LOTS 3 AND 12, EXCEPT THE SOUTH 6.9 FEET OF LOT 12; AND THAT PORTION OF LOT 1 ADJACENT TO SAID LOT 3, THE NORTH AND SOUTH UNES OF SAID PORTION OF LOT 1 BEING THE NORTH AND SOUTH LINES OF SAID LOT 3 PROJECTED WESTERLY. ALL IN DONALDSON ADDITION, AS PER PLAT RECORDED IN VOLUME 20 OF PLATS, PAGE 46, RECORDS OF KING COUNTY; TOGETHER WITH THAT PORTION OF THE EAST HALF OF VACATED 34TH AVENUE SOUTH WHICH ATTACHED TO SAID PARCEL BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. ORIGINAL PALL 13 LOTS 10, 11 AND THE SOUTH 6.90 FEET OF LOT 12 OF DONALDSON ADDITION, AS PER PLAT RECORDED IN VOLUME 20 OF PLATS, PAGE 46, RECORDS OF KING COUNTY; TOGETHER WITH THAT PORTION OF THE EAST HALF OF VACATED 34TH AVENUE SOUTH WHICH ATTACHED TO SAID PARCEL BY OPERATION OF LAW; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARING NORTH 01'46'02" EAST, BEING THE WEST SECTION UNE OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., AS SHOWN ON THE RECORD OF SURVEY FOR THE BOEING COMPANY, RECORDED UNDER AUD TOR'S FILE NO. 9012199002, VOLUME 77 OF SURVEYS, AT PAGE 209, RECORDS OF KING COUNTY, WASHINGTON. SURVEY NOTES 1. LEICA /WILD TCA 1100 TOTAL STATION USED FOR THIS SURVEY. 2. THIS SURVEY EXCEEDS THE MINIMUM REQUIRED SURVEY PRECISION FOR FIELD TRAVERSES, AS SET FORTH BY WAC 332 -130 -090. 3. REFERENCE SURVEYS: RECORD OF SURVEY, VOLUME 77 OF SURVEYS, PAGE 209 RECORD OF SURVEY, VOLUME 56 OF SURVEYS, PAGE 43 RECORD OF SURVEY, VOLUME 49 OF SURVEYS. PAGE 127 RECORD OF SURVEY, VOLUME 44 OF SURVEYS, PAGE 204 RECORD OF SURVEY, VOLUME 79 OF SURVEYS, PAGE 63 XDOH DAVID EVANS AND ASSOCIATES, ALL RECORDS OF KING COUNTY, WASHINGTON ALSO, AN UNRECORDED A.L.T.A. /A.C.S.M. LAND TITLE SURVEY DONE BY BARGHAUSEN CONSULTING ENGINEERS, INC FOR THE SABEY CORPORATION DATED JANUARY 1999 AND TITLED "BOEING - EAST MARGINAL WAY CORPORATE PARK" AF _ INC. 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, W" 98201 425.259.4099 SHEET 2 OF 7 SCALE i " = oo' SURVEYED LDU, HDM RELD BOOK DASC0009 BK. 1 DRAWN MHM CHECKED RCH FILE DASC -0009 i LINE TABLE LINE BEARING DISTANCE L1 N1119'15 "W 13.28' L2 N89 °18'50 "W 20.00' L3 N8918'50 "W 29.86' L7 N86'04'33 "W 5.00' L8 N86'04'33 "W 10.00' L9 NO3'55'27 "E 61.90' L10 N32'09'15 "W 26.64' CASED MONUMENT N86'04'33 "W 73.68' \\ 1 `! 1f \ CASED -`, MONUMENT; N� In _m 0 w w 0 2 0 0 z 80.00' r w n N 0 Z 0 z 80_00' 85.00' N ORTI -1 \ N 1 ■ LA 0 200 0 50 100 ON . JUNE 2 2000 120.00' _ 130.00' \ U N O O co O 512.2;' 60' WIDE ACCESS EASEMENT REC. NO. 8401170172 (FOR METRO) 0 O t0 N tD N J Lr N O 0 o " z 130_00' A gi p• L7 SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON— FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF SABEY CORPORATION SIGNATURE CERTIFICATE NO. 18904 N89 6'45"W 338.49' N8916'45 "W 224.58' SEWER ESEENT REC. NO. 9810010323 CASED MONUMENT PROPOSED LOT 4 11.56 AC. cn CASED MONUMENT I 850,- � p t FOUND 3' BRASS CAP NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOV'T LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., CITY OF TUKWILA, KING COUNTY, WASHINGTON \ CAS V 5 P PR PC • 6 66 A_ PROPOSED BUILDING 7 L10 O Ui � o rn IaJ 0 30 2 0 U iV N O 0 N 0 O z FOUND 2" IRON PIPE 10 W/ BRASS CAP of ° w °C. (VACATED) PROPOSED LOT 2 7.15 AC. 83.2' \ PROPOSED 1 -- 23.6' 9+1 0 - FOUND 4 "x4" CONCRETE 1 5 MONUMENT W/ BRASS CAP MANAGER /AUDITOR SUPT. OF RECORDS/DEPUTY AUDITOR RECORDING NO. EXISTINC BLDG 21 -02 616.22 EXISTING BLDG 21 -03 RECORDING CERTFICATE FILED FOR RECORD THIS DAY OF 20 AT M, IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. N87'33'12 "W 1 85C S. P. 9 5c, \O J N a605 C �� :7$E -O� 65 PG 0t N88'13'58 "W 646.22' oI L 7 / / / // / /// % 7 6501$ 5 P � p7�g3 \.O PFn NGSp PROPOSED LOT 3 16.60 AC. 726.40' 17.2' PROPOSED LOT 5 4.71 AC. EXISTING BLDG 21 -04 _ I UTILITY EASEMENT °i lb REC. NO. 89091206481 cd o I (0 ,n N88'13'58 'W 217.95' N L3 3.8' 27' T Q F 0 z Ln 2 w a 214.16' --- 29.00 30.00' 1 46.8 REC. NO. 8607100501 • EASEMENT FOR WATER PIPEUNE PROPOSED LOT 1 6.23 AC. 1 40.7 0 ///////// / / / / / / / / /// /// / / // • i f N88'13'S8 "W 307.80' M EXISTING BLDG I N8813'58 "W 473.87' � I N r - o ? Z w -° (00 j o w - rn 0 °z a ce > w O N M 0 / M 0.05' N , g4 O' 52 RECORD OF SURVEY AND BOUNDAFIY LIM ADJUSTMENT FOR INTERNATIONAL GATEWAY EAST LLC EXISTING BLDG 21-01 CITY OF TUKWILA, KING COUNTY, WASHINGTON NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E, W.M. REFER TO RECORD OF SURVEY VOL. 44 OF SURVEYS, PG 204 FOR CENTERLINE E. MARGINAL WAY 415.0 EXISTING BLDG 21 -06 \ \ 0 FOUND PK NAIL 10.0' Vrn 92 04' FOUND PK NAIL S 0.1' E 0.1 N N' \ T *14 \ PN I 1 Z— - LEGEND • = SET 1/2" REBAR AND CAP, MARKED "DEA 18904 0 = FOUND PROPERTY CORNER AS NOTED ® = FOUND MONUMENT AS NOTED ' t = FOUND SECTION MONUMENT AS NOTED (M) (C) (P) SOUTH 20'- - - = MEASURED BEARING /DISTANCE = BEARING /DISTANCE PER CALCULATIONS = BEARING /DISTANCE PER RECORDED PLAT RIVERSIDE INTERURBAN `TRACTS , Vol. 10, PLA TS,I Pg. 74 ' N8918'50 "W DAVID EVANS AND ASSOCIATES, 701.24' (C) 698.10' (P) 124TH S STREET I I IN Q ; . . 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 98201 425.259.4099 FOUND PK NAIL N 0.17' 1 FOUND PK NAIL AF # SHEET 3 OF SCALE : i " =1 SURVEYED LOU, HOM FIELD BOOK DASC0009 BK. 1 DRAWN MHM (EKED RCH FILE DASC -0009 7 1 LINE TABLE LINE BEARING DISTANCE L3 N891 850W 29.86' L4 N89°18'50"W 50.02' L5 N01 10.00 FOUND 2" IRON PIPE 1N/ BRASS CAP \_ , FOUND 3' \ BRASS CAP !N STEEL SLEEVE, SEE R-O-S VOL. 56, OF SURVEYS, PG. 43 e 1 1 EASEMENT FOR WATER MAIN v TO KING COUNTY WATER DISTRIC NO 20 FOUND 4"x4" CONC MONUMENT W/ BRASS CAP REFER TO R-O-S VOL. 37 OF SURVEYS I PG 107 , PROPOSED ( 23.6 !BUILDING 8 \ \ I I o I REC. NO. 5978827 1 : \•0 FOUND 3" I.P. 4.4 VV/ BRASS CAP , HI-WAY PT MON. r‘-' - 01\ 1 10 12.71' /1'2 2.73P N8918 1 1 P cl :‘ I \ kta; I V. I \ \ 1 \ 1 , 1 - U I 2 0 0 z I < _ — _ I 9+0 N89 16 15 EXPIRES 12/6/2000 SURVEYOR'S CEFMRCATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON— FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF SABEY CORPORATION ON JUNE 2 2000 SIGNATURE CERTIFICATE NO. 18904 (VACATED) NE1/4 OF THE SE1/4 AND SE1/4 OF PROPOSED LOT 4 11.56 AC. Pc1."8" --- ti ; 89-6- BL A 9 P-C` Pt PC" - - -- & Z j 1 -1-- - - - -- I co0 :- . - o : I REC. NO. 8908161260 z • z -- I t. tO F J t_ L --r_ 11.561 AC. Pcl."Al 1 \ /VACATED_ C\2 r7 II 49.0 V I CO I CO PROPOSED LOT 3 16.60 AC. -1 BLDG 21-05 1 N881 358W 351.41' N8918'50W 300.13' PcI."C" - _J Z5 D - 4 201 L (VACATED) r r 47attIMIlk. MANAGER/AUDITOR SUPT. OF RECORDS/DEPUTY AUDITOR RECORDING NO. THE SE1/4 OF SECTION 9 AND GOVT LOT 15 AND SW1/4 OF THE SW1/4 OF SECTION 10, CITY OF TUKIVLA, KING COUNTY, WASHINGTON 1,P i -- V- N8813 58)N___ 222,95: 45, --! L3 -- - s --- /----. ---- 30 20T _1 -_ _ ,- - REL. NO. 8607100501 -1 N89-18.50"W , EASEMENT FOR WATER PIPELINE I . .6 ro SOUTH .4 - 1 1 ,_, n ---r 1 1 1 I -i 31.5 1 I I I I i - r r io DEEDED TO CITY OF TUKWILA t 1 REC. NO. 9203260787 i I I - - -- 1 I I - -I L - ,0 I co 1 ri N I co -,- r 1' - 7s: 1 I RIVERSIDE INTERURBAN TRACTS I VOL 10, PLATS, PG. 74' ' I- I I L /7 /7 EXISTING I EXISTING PARCEL 1.27 AC. RECORDNG CEM119CATE FILED FOR RECORD THIS DAY OF 20 AT U. IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF DAVID EVANS AND ASSOCIATES, INC - 7 \ L _ _ PLAT OF "RIVERTON" I !Vol. 13, PLATS, Pg. 361 -1 T- 1 z".%?W .11 -L SOUTH 125111 STREET _ _ _ _ _ DONALDSON ADD. Vol. 20, PLAY Pg. 1 PROPOSED ,, Pcl.0" I BUILDING 9 - - -- - - 1 - - - - - F - - I - - - T - - 1 i " I -f N8918`to"w 220.07 I --- - 1• - I - - - - 1f --- 1 I- -- - _ _ _ 1 I I -.. — r7 I CII P. :'" , • , 1 Nt < / ,, C, I PROPOSED I L L4 - -,- --- - XISTING PARCEL 12 co . I 0.51 AC. I co <I . , (...) c;1 cO‘c < ..,,, 9- ,, cv -' 0, 74- o) 3 30' 1901 N8918'50W 1100.03' - _ _L_ _j i \_ c 1 z 14, 1 N89 800.29' (C) 800.00' (P) - ,93 _ 974.56' (M) 967.45' (P) L5 SOUTH 126TH STREET j FOUND NAIL NAIL & BRASS SHINER 20 1 LS 8808 r - REFER TO RECORD OF SURVEY 1 1 VOL. 49 OF SURVEY'S, PG 127 FOR CENTERLINE S 126TH STREET I L _ 0 z f 1 IX I \ IS' \\ O) 1 1 / I L __V 46 rii6RESS & EGRESS EASEMENT 2 - TO CITY OF TUKWILA v21 REC. NO. 9203290786 1<J r I- L 1 1 1 r I- N8918 RECORD OF SURVEY AND BOUNDARY ACXASTMENT FOR INTERNATIONAL GATEWAY EAST LLC CRY OF TUKWILA, KING COUNTY, WASHINGTON NE1/4 OF THE SE1/4 AND SE1/4 OF THE SE1/4 OF SECTION 9 AND GOVT LOT 15 AND SW1/4 OF THE SW1/4 OF SE-CT1ON 10, T23N., R4E., W.M. 1 / CA I L 701.24 (C) 698.10' (P) 124TH STREET _f -4 r- — - , 0 IT /- - 7 LEGEND 7.23N., R4E., W.M. (M) = MEASURED BEARING/DISTANCE (C) = BEARING/DISTANCE PER CALCULATIONS (P) = BEARING/DISTANCE PER RECORDED PLAT DAVID EVANS AND ASSOCIATES, pramai 0. 50 100 200 = SET 1/2" REBAR AND CAP, MARKED "DEA 18904" 0 = FOUND PROPERTY CORNER AS NOTED ® = FOUND MONUMENT AS NOTED 11•041 = FOUND SECTION MONUMENT AS NOTED i il I l FOUND CASED 1 -I ILL BRASS CAP T - 1 T T DO00 AF # 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 98201 425.259.4099 SHEET 4 OF 7 SCALE 1"=100' SURVEYED WU, HDM FIELD BOOK DASC0009 BK. 1 DRAWN CHECKED FILE DASC-0009 MHM RCH LINE TABLE LINE BEARING DISTANCE Li S01'45'26 "W 60.00 L15 NO1'46'02 "E 60.00' L4 N01'48'52 "E 51.48' L5 N8811'08 "W 30.00' L6 S88•11'08 "E 30.00' L7 S8814'03 "E 86.10' L8 N01'45'57 "E 35.15' LINE TABLE LINE BEARING DISTANCE L9 S88'14'03 "E 144.83' L10 NO1'46'02 "F_ 60.00' L11 N8814'0 "W 189.09' L12 501'41'53 "W 35.15' L13 N8814'03 "W 78.05' L14 N8814'34 "W 60.00' N86'04'33 "W 13.68' 0 50 100 \ co co w u7 0 O z co 0 0 \ \ N ORTH \ II 200 SABEY CORPORATION w 80.00' n � M z O z 80_00)_ 85.00' I , s; 0 EXISTING BLDG 21 -02 EXISTING BLDG 21 -03 02. 87' 616.22' N88'13'58 "W__6,,.2 S88'14 "E 489.y 453.13' PROPOSED LOT 3 16.60 AC. S "W 294.86 >ll 50 1'48'52 "W 765.01' 29.00' 214.16' NO1'45'26 "E 299.10' PROPOSED LOT 1 6.23 AC. EXISTING BLDG 21-01 EXISTING BLDG 21 -06 y 120.00' 30.00' - 130.00' w N 0 w 0 ---■ ■ 0 II „ L7 w in !o 0 z I 85.00 95.0 SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON- FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF ON JUNE 2, 2000 SIGNATURE CERTIFICATE NO. 18904 NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N.., ?4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON N89'16'45 "W r r ■ r 338.49' N89'16'45 "W L.� PROPOSED LOT 4 11.56 AC. PROPOSED BUILDING 7 (EXPIRES 1 V) I 30 rL wci "' 30' O z FOUND 2" IRON PIPE if W/ BRASS CAP 1 I PROPOSED 23.6 4 /1 ■ 0 9 FOUND 4 "x4" CONCRETE 6 5 MONUMENT W/ BRASS CAP MANAGER /AUDITOR FECORDNG CERTIFICATE FILED FOR RECORD THIS DAY OF 20 AT M, IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. N87'33'12 "W 726.40' PROPOSED LOT 5 4.71 AC. 3 _`' \1 g6 °5P P G �� EX \5�5 03 PC EXISTING BLDG 21 -04 30' NO BUILD EASEMENT 60' - NO BUILD EASEMENT 181.65' N88'12 w °j N88'13'58 "W 227.95' chi 'O in 58812'32 "E 241.70' L3 0 a W L2 j 60' NO BUILD EASEMENT W N 0 N�8 .4052:E EXISTING BLDG 415.0 LEGEND 0 = o= 1100411 = 3D ' AVENUE SOUTH RECORD OF SURVEY AND BOLMARY LPE ADJUSTMENT FOR INTERNATIONAL GATEWAY EAST LLC CITY OF TUKWIL.A, KING COUNTY, WASHINGTON NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GiOV'T LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. N88'13'58 ' 473.87' SET 1/2" REBAR AND CAP, MARKED "DEA 18904" FOUND PROPERTY CORNER AS NOTED FOUND MONUMENT AS NOTED FOUND SECTION MONUMENT AS NOTED (M) = MEASURED BEARING /DISTANCE (C) = BEARING /DISTANCE PER CALCULATIONS (P) = BEARING /DISTANCE PER RECORDED PLAT NO BUILD EASEMENT DATA AF # DAVID EVANS AND ASSOCIATES, .- r m \- ' \ Tr.„ 4 c0 O N .P - -1- \ N 2 9.98 INC: 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 98201 425.259.4099 0 0 in 1 "17-- N8918'S0 "W 701.24' (C) 698.10' (P) SOUTH 124TH STREET r SHEET 5 OF SCALE 1 " - 100' 7 SURVEYED LDU, HDM FIELD BOOK DASC0009 BK. 1 DRAWN MHM CHECKED RCH FILE DASC -0009 LINE TABLE LINE BEARING DISTANCE L1 N1119'15W 13.28' L2 N89 18'50 "W 20.00' L3 N89 8'50"W 29.86' L7 N86'04'33 "W 5.00' L8 N86'04'33 "W 10.00' L9 NO3'55'27 "E 61.90' L10 N32'09'15 "W 26.64' N86'04'33 "W 13.68' rn oo w co O z 0 I � N O ® \ r t 1T \ w 80.00' �^ W in ;n M 0 z 80.00' 85.05 am 0 50 100 200 SABEY CORPORATION ON _ JUNE 2, 2000 1 30.00' N ;n 0 z L 0 Is) 0 0 11 rn 4 i'. 0 0 , A 5 DEL 5 9 pR pG• 6 66 N N ri N O "- 0 —� S87'33'12 E 512..24'_� r PROPOSED LOT 2 7.15 AC. EXISTING BLDG 21 -02 1 85 ° \ ' ? . 4 0,-50 8 8605P RGE\ 01 6 , 5 pG 25' RECIPROCAL ACCESS EASEMENT 512.20' — 616.22' N88'13'58 "W 646.22'_ U A EXISTING BLDG 21 -03 0 POINT "A" 18 5 0\$ 5 P2g0450 \ \. N 56 E $s 12 1C• PROPOSED LOT 3 16.60 AC. A 25' RECIPROCAL ACCESS EASEMENT POINT "B" 1 POINT "C" 1 rn 0 6.5 I I 1 1 i ! 1 In I wl .l t zl 11 I» (. 'V 2 125' MIN r A PROPOSED LOT 5 4.71 AC. '1$50 \8 40 01 R 7 \ f pS '0 o '5 EXISTING BLDG 21 -04 A 25' RECIPROCAL ACCESS EASEMENT A 88'13'58" N 227.95— L3 1 co 120.00' 1 30.(T' - u 0 0 N O SURVEYOR'S CEMIFICATE 8 -o3-oa SIGNATURE / DATE CERTIFICATE NO. 18904 L7 N THIS MAP CORRECTLY REPRESENTS A SURVEY ' MADE BY ME OR UNDER MY DIRECTION IN CON— FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, CITY OF TUKWILA, KING COUNTY, WASHINGTON N89'16'45 "W 338.49' N8916'45'W 224.58' PROPOSED LOT 4 11.56 AC. PROPOSED BUILDING 7 ,p, EXPIRES 0 O 3o' z O w 0 F 0 FOUND 2" IRON PIPE O W/ BRASS CAP 9 \ \ \0 , \ Q, ,vg , 7 9 , PROPOSED 23.6'1 9 1' 110 FOUND 4 "x4" CONCRETE 16 15 MONUMENT W/ BRASS CAP MANAGER /AUDITOR SUPT. OF RECORDS /DEPUTY AUDITOR RECORDING NO. 25' RECIPROCAL ACCESS EASEMENT RECORDM CERTIFICATE FILED FOR RECORD THIS DAY OF 20 AT M, IN BOOK OF SURVEYS AT PAGE AT THE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. N8713'12 "W 726.40' Beet 214.16' �...►�` P C� 12 `..-;- (1.52"E 421 .42 F12.5' 12.5' 16 25' �pT \ N 0 03Q?' 6 16.5' 8.5' PROPOSED LOT 1 6.23 AC. 415, EXISTING BLDG 21 -06 EXISTING 25' RECIPROCAL ACCESS BLDG 21 -01 EASEMENT 0 iiisiiiiiiiofiiiiiiiiiiiiiiiiiiiiiioiiiiiii /iiiiiiiii ii iii1 /� /iiiiiiiiiiiiiiiiiiiiiiisii In 0 N N88'i 3 '58 "W - 307.80' - to 30.00' w N O O O rn M 1 O co 0 0 EXISTING BLDG LEGEND (M) = (C) = (P) = ro N89'18'50 "W 701.24' (C) 698.10' (P) 30' I 2o'r35TH AVENUE SOUTH RECORD OF SURVEY AND 3OUNDARY U E ADJUSTMENT FOR INTERNATIONAL GATEWAY EAST LLC CITY OF TUKWILA, KING COUNTY, WASHINGTON NE1 /4 OF THE SE1 /4 AND 8E1 /4 OF THE SE1/4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW'I /4 OF SECTION 10, T23N., R4E., W.M. MEASURED BEARING /DISTANCE BEARING /DISTANCE PER CALCULATIONS BEARING /DISTANCE PER RECORDED PLAT SOUTH 124TH STREET N8813'58 "W 473.87' DAVID EVANS AND ASSOCIATES, SET 1/2" REBAR AND CAP, MARKED "DEA 18904" FOUND PROPERTY CORNER AS NOTED FOUND MONUMENT AS NOTED FOUND SECTION MONUMENT AS NOTED 29- INC' 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 98201 425.259.4099 0 (40 o ■ i 1 � 1 Z00- ca, SHEET 6 OF 7 SCALE T "=/ Co' SURVEYED LDU, HDM FIELD BOOK DASC0009 BK. 1 DRAWN MHM CHECKED RCH FILE DASC -0009 EASEMENT DEDICATION AND NOTES INTERNATIONAL GATEWAY EAST LLC, THE OWNER OF ALL OF THE LOTS INVOLVED WITHIN THIS BOUNDARY LINE ADJUSTMENT, HEREBY GRANTS TO EACH OF THE LOTS CONTAINED IN THIS BOUNDARY LINE ADJUSTMENT THE FOLLOWING NO BUILD EASEMENT AND RECIPROCAL ACCESS EASEMENT, AS SHOWN AND DESCRIBED ON THIS BOUNDARY LINE ADJUSTMENT. NO BUILD EASEMENT THIS NO BUILD EASEMENT IS FOR THE BENEFIT OF ALL OF THE LOTS IN THIS BOUNDARY UNE ADJUSTMENT. THE PURPOSE OF THE EASEMENT IS TO PROVIDE AN OPEN SPACE BETWEEN THE EXISTING BUILDINGS TO ENSURE NEW CONSTRUCTION ON ONE LOT DOES NOT MAKE ANY EXISTING STRUCTURE ON ANY OF THE OTHER LOTS ILLEGAL OR NONCONFORMING. NO BUILDINGS OR STRUCTURES SHALL BE BUILT WITHIN THE NO BUILD EASEMENT AREA WITHOUT THE WRITTEN CONSENT OF THE OWNERS OF ALL OF THE LOTS INCLUDED WITHIN THIS BOUNDARY LINE ADJUSTMENT. RECIPROCAL ACCESS EASEMENT THIS RECIPROCAL ACCESS EASEMENT IS FOR THE BENEFIT OF ALL OF THE LOTS IN THIS BOUNDARY LINE ADJUSTMENT. THE PURPOSE OF THE EASEMENT IS TO PROVIDE ACCESS LANES FOR FIRE AND EMERGENCY VEHICLES AND TO PROVIDE PEDESTRIAN AND VEHICULAR ACCESS TO AND FROM THE BUILDINGS TO THE PUBLIC STREETS. NO BUILDING OR OTHER STRUCTURES SHALL BE BUILT WITHIN THE RECIPROCAL ACCESS EASEMENT AREA WITHOUT THE WRITTEN CONSENT OF THE OWNERS OF ALL OF THE LOTS INCLUDED WITHIN THIS BOUNDARY LINE ADJUSTMENT. THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE ACCESS EASEMENT AREA WITHIN SAID LOT AND THE COST OF MAINTAINING THE ACCESS EASEMENT SHALL BE SHARED BY ALL OF THE LOTS ON AN EQUITABLE BASIS TO BE DETERMINED BY THE MAJORITY OF THE OWNERS OF THE LOTS. SURVEYOR'S CER11RCA1E THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON - FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF SABEY CORPORATION ON JUNE 2, 2000 C. / -03 -2.-od0 SIGNATURE DATE CERTIFICATE NO. 18904 NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOV'T LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON FECORDING ATE FILED FOR RECORD THIS DAY OF 19 AT M, IN BOOK OF SURVEYS AT PAGE AT 1HE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. MANAGER /AUDITOR SUPT. OF RECORDS/DEPUTY AUDITOR RECORDING NO. NO BUILD EASEMENT LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 15 AND THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER. SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST ONE- QUARTER CORNER OF SAID SECTION 10; THENCE SOUTH 01'46'02" WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 107.22 FEET; THENCE LEAVING SAID UNE SOUTH 87'33'12" EAST A DISTANCE OF 492.87 FEET; THENCE SOUTH 01'45'26" WEST A DISTANCE OF 63.25 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'45'26" WEST A DISTANCE OF 294.86 FEET; THENCE NORTH 8814'34" WEST A DISTANCE OF 453.13 FEET; THENCE SOUTH 01'45'26" WEST A DISTANCE OF 60.00 FEET; THENCE SOUTH 8814'34" EAST A DISTANCE OF 489.30 FEET; THENCE SOUTH 01'48'52" WEST A DISTANCE OF 765.01 FEET: THENCE SOUTH 8812'32" EAST A DISTANCE OF 241.70 FEET TO A POINT ON THE WESTERLY MARGIN OF 35TH AVENUE SOUTH; THENCE NORTH 01'46'02" EAST ALONG SAID MARGIN A DISTANCE OF 60.00 FEET; THENCE LEAVING SAID MARGIN NORTH 8812'32" WEST A DISTANCE OF 181..65 FEET; THENCE NORTH 01'48'52" EAST A DISTANCE OF 51.48 FEET; THENCE NORTH 8811'08" WEST A DISTANCE OF 30.00 FEET; THENCE NORTH 01'48'52 EAST A DISTANCE OF 412.89 FEET; THENCE SOUTH 8811'08" EAST A DISTANCE OF 30.00 FEET; THENCE NORTH 01'48'52" EAST A DISTANCE OF 236.42 FEET; THENCE SOUTH 8814'03" EAST A DISTANCE OF 86.10 FEET; THENCE NORTH 01'45'57" EAST A DISTANCE OF 35.15 FEET; THENCE SOUTH 8814'03" EAST A DISTANCE OF 144.83 FEET; THENCE NORTH 01'46'O2" EAST A DISTANCE OF 60.00 FEET; THENCE NORTH 8814'O3" WEST A. DISTANCE OF 189.09 FEET; THENCE SOUTH 01'41'53" WEST A DISTANCE OF 35.15 FEET; THENCE NORTH 8814'03" WEST A DISTANCE OF 78.05 FEET; THENCE NORTH 01'45'26" EAST A DISTANCE OF 299.10 FEET; THENCE NORTH 8814'34" WEST A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. AND BOUNDARY OF SURVEY AIR/ f T�/\dl DAR l LI ADJUSTIVIENT FOR INTERNATIONAL GATEWAY EAST LLC CITY OF TUKWILA, KING COUNTY, WASHINGTON NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOV'T LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. RECIPROCAL ACCESS EASEMENT LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 15 AND THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, SAID EASEMENT BEING A 25 FOOT WIDE STRIP OF LAND, LYING 12.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE WEST ONE- QUARTER CORNER OF SAID SECTION 10; THENCE SOUTH 01'46'02" WEST ALONG THE WEST LINE THEREOF A DISTANCE OF 137.22 FEET TO A POINT ON SAID LINE AND THE TRUE POINT OF BEGINNING OF THIS EASEMENT CENTERLINE DESCRIPTION; • THENCE LEAVING SAID LINE SOUTH 87'33'12" EAST A DISTANCE OF 512.24 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A "; THENCE CONTINUING SOUTH 87'33'12" EAST A DISTANCE OF 217.41 FEET; THENCE NORTH 78'40'52" EAST A DISTANCE OF 421.42 FEET TO A POINT ON THE WESTERLY MARGIN OF EAST MARGINAL WAY AND THE TERMINUS OF THIS CENTERLINE DESCRIPTION; TOGETHER WITH A 25 FOOT WIDE EASEMENT, LYING 12.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE HEREINBEFORE DESCRIBED POINT "A "; THENCE SOUTH 01'46'O2" WEST A DISTANCE OF 343.92 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "B "; THENCE CONTINUING SOUTH 01'46'02" WEST A DISTANCE OF 29.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "C "; THENCE NORTH 8813'58` WEST A DISTANCE OF 512.20 FEET TO A POINT ON THE WEST LINE OF SAID SECTION 10 AND THE TERMINUS OF THIS CENTERLINE DESCRIPTION; TOGETHER WITH A 25 FOOT WIDE EASEMENT, LYING 12.50 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT THE HEREINBEFORE DESCRIBED POINT "B "; THENCE SOUTH 8813'58" EAST A DISTANCE OF 307.80 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION; TOGETHER WITH AN EASEMENT OF VARIABLE WIDTHS, THE CENTERLINE AND DISTANCES ON EACH SIDE THEREOF IS DESCRIBED AS FOLLOWS: COMMENCING AT THE HEREINBEFORE DESCRIBED POINT "C "; THENCE SOUTH 8813'58" EAST A DISTANCE OF 12.50 FEET TO THE TRUE POINT OF BEGINNING OF THIS CENTERLINE DESCRIPTION, SAID EASEMENT BEING 30.00 FEET WIDE, LYING 16.50 FEET LEFT AND 12.50 FEET RIGHT OF THIS DESCRIBED CENTERLINE; THENCE CONTINUING SOUTH 88'13'58" EAST A DISTANCE OF 17.50 FEET; THENCE SOUTH 01'46'02" WEST A DISTANCE OF 12.50 FEET TO A POINT ON SAID CENTERLINE, SAID POINT IS THE BEGINNING OF A 25:00 FOOT WIDE STRIP, LYING 16.50 FEET LEFT AND 8.50 FEET RIGHT OF THE CONTINUATION OF THIS CENTERLINE DESCRIPTION; THENCE CONTINUING SOUTH 01'46'02" WEST A DISTANCE OF 727.50 FEET TO A POINT ON SAID CENTERLINE, SAID POINT IS THE BEGINNING OF A 25.00 FOOT WIDE STRIP, LYING 9.15 FEET LEFT AND 15.85 FEET RIGHT OF THE CONTINUATION OF THIS CENTERLINE DESCRIPTION: THENCE SOUTH 88'13'58" EAST A DISTANCE OF 227.95 FEET TO A POIN i' ON THE WESTERLY MARGIN OF 35TH AVENUE SOUTH AND THE TERMINUS OF THIS CENTERLINE DESCRIPTION. THE SIDELINES OF THE ABOVE DESCRIBED EASEMENT ARE TO BE LENGTHENED OR SHORTENED TO INTERSECT WITH EACH OTHER, PROPERTY LINES AND /OR STREET MARGINS. SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. r:; oco (9a DAVID EVANS AND ASSOCIATES, AF # INC. 1620 WEST MARINE VIEW DR. SUITE 200 CHECKED EVERETT, WA 98201 425.259.4099 I FILE SHEET ? _ OF 7 SCALE 1 " =1 oo ' SURVEYED LDU, HON FIELD BOOK DASC0009 BK. 1 DRAWN MHM RCH DASC -0009 1 GENERAL CONDITIONS FOR CONSTRUCTION PRECONSTRUCTION MEETING A. INTRODUCTION H. MODIFICATION TO EXISTING FACILITIES CONTINUED: J. TENANT'S CONSTRUCTION DRAWINGS /AS- BUILTS P. INSURANCE This document is intended to be used as an outline to establish the 2. Landlord reserves the right to saIage removed equipment and After plans are reviewed and approved by the Tenant Coordinator, Tenant's Contractor shag submit to Landlord a Certificate of Insurance nd ng jurisdiction, the pre- with limbs as outlined cm the attached sample. The certificate holder general rules a conditions to be applied for any and Al contractors materials not reused in the new construction. Contractor is to a building permit is issued by the governi and or suppliers working in or about the building and or premises in coordinate with Landlord's on -site representative regarding consbyctwn meeting has occurred and all requirements met, then should read as follows: which the attached scope of work is scheduled to be performed. The materials to be salvaged. Salvageable materials may include Tenants construction may proceed. One set of plans bearing Landlord's - attached general rules and conditions are to be used as a guideline but are not limited to: casework, carpet, doors, relites, appropriate review stamp, complete with Landlord s cover sheet and David A. and Sandra Saber and may be subject to change at the direction of the landlord. In frames, power panels and switchgear, right fixtures and HVAC owners good faith Inspection report attached, must be kept in Tenant's 12201 Tukwila International Boulevard the event there Is a conflict between and of these general rules and equipment, grilles and registers. Such materials and /or Premises at all times. Tenant's Contractor must use this set of plans Fourth Floor conditions and the Lease, the Lease will prevail. equipment will be removed by Tenant's Contractor in a manner along with the approved building permit plans the City as its master Scathe, Washington 98158 -5121 to avoid damage or Is of parts or components, and moved set(i) for building Tenant's space. At the completion of construction, to a location as directed by Landlord Representative. 's Re Tenant shall provide one complete set of reproducible as -built drawings Addtioral insured erldaseauerit ri include the Mowing: 8. PRECONSTRUCTION MEETING Al material not savaged or reused is to be removed and to Landlord, and format. ce 3 diskette with ail generated drawings in disposed off -site in a lawful manner by Tenants Contractor. DWG or .DXF format. As As-built drawings stall inducts Architectural, Certificate holder and Sa oration Prior to Tenant's commencement of construction, Tenant shall Structural, Mechanical, FJecbicoi and Fire Protection. beY Corporation 3 . All ducts which penetrate rated walls, ceilings or shafts shall contact the Landlord's Re resentative to schedule a mandator; Note: C t' have fire dampers with rating equal to the wall or ceilirg which preconstruction meeting w Certain landlord Buildings require revered of the above enured & with Tenant's Contractor. This meeting shall is penetrated. If required to be tied into Building Fire Panel, K. INSPECTIONS BY GOVERNING AGENCIES additional insured certricate Mders. take place in Tenants space. Refer to right hand column of this sheet, Landlords Fire Control contractor shall be used for the tie -in. 'PRECONSTRUCIION MEETING'. Tenant or its Contractor 6 responsible for obtaining all required Contractor shoo instruct all slMiers to supply Landlord with a Certificate 4. Comply with Al requirements of local codes and ordinances for inspections by governing cies. 'fecofl$ Contractor is responsible of imura,ce ® tetr a tuuwen. - agencies. such things as sesmic stability, fire tampers, temperature for correcting Al deficiencies recorded by the inspectors. control, We clocks, etc. PROJECT: :,. C. CONTRACTOR'S CONSTRUCTION DAMAGE DEPOSIT of sntra on the above referenced project, Tenants Contractor shall Landlord, rior to commencement of 5. NI mechanical work, equiyment methods, controls, etc. are to . h as r#'o et pay p be compatible & NW integrate with the existing building L. PUNCH LIST /OBSERV BY LANDLORD t DB , OF aSlMilb E in the meimm aaeds sham below IS REOULRED construction, a cash deposit in an amount to be deterrnined by Landlord, equipment, systems and controls. An requi modfmations to . to be derma. tons PRIOR TO YOUR COMMENCNG l'ORK..This letter to apply toward repair of any damage by Tenant's Contractor to Building systems will be by Tenant's Contractor at Tenant's cost During construction of Tenant's store, Landlord's Representatives may contdes information insurance infogtion yinsurance '. m¢e agent need to prepare the Landlords property, janitorial services required due to Contractor's observe periodically to determine whether construction conforms with r Carefree. d Mourance required by Sciew Carvespitete, Pie ifnatNat non - conforming housekeeping, and /cur completion of punch list items not 6. Verify the current operational status of all existing mechanical the approved plans & specifications, and the provisions of this General y�n in nfal Use p M mpi , to completed by Tenant's Contractor. Amy unused portion of funds shall be boxes in the area of work Conditions for Construction. Should there be any discrepancy, Tenant's :. the at(rsiution ct �bef ^ .Cor#ra�da Aorn6uistrator. refunded to the contractor. wort maybe halted until the problem is resolved: In no event will - 7. Label all mechanical and electrical components (concealed above such (*emotions or subsequent mutts of such observations pace only TYPE OF clot wwIG17E 1119601M MILT \ o g � \2 ��. - -- with the appropriate colored 3/4 dots on the ceiling grid. respasibrrrty on Landlord. The color coding system is to be Sabey Corporations standard D. TENANT'S CONTRACTORS AND SUPPLIERS as follows: command' coed t at�iy f2A00A00 Tenant's Contractor stall ratify the Landlord's st afi Representative in s n writing _ naa a ,,,�, sled X00 = // EXHAUST ORANGE FNAC CONTROLS when work is substantially complete, and request a final inspection _ Camplded Ope SUM= 1. Tenant's Contractor must be on site at all times to supervise BWE HVAC UNITS (SH UT0i Y GREEN: WATER (SHUTOFF) - YELLOW: GAS f : rom Lann whit Landlord shah a Tenant Contractor with a formal Woo= subcontracto,•'s work in Tenant space. '""QQAASS P� - 9 aId t'0.E�Iamwrawr RED: FIRE S7ou written punch let whim m11 describe any vnauuetiondeRglenaies pursuant to the roved ' 2 Tenant's Contractor must reside Landlord with a subcontractor App Plans and a ficable codes.' My punch fist Autmmlia Pm arexx : 11,000,000 list prior to, or at the pre meeting. Landlord reserves 8. Update all existing HVAC controls as directed by Landlord's on -site work not anndeted within the thirty ( ) calendar days from date of - m the right to approve Al Contractors and Suppliers. representative. punch list may, at Landlord's option, completed and the cost deducted from Tenant Contractors deposit (Fixes} Uditir -Par 0...... =1,W0.0W o il r at lack. r pa on recepa cover lates. - e 3. In the event that Tenant's Contractor violates any of the Landlord's 9. L abel p d or eu 1/ 8' b let r iss mech anicall pu cle on clea tape. Y/orlar'a Campvmtiorl (5t ewe iadigmn} , STAIUSLRr standards as stipulated n these general conditions, the - - requirements of the Lease, or becomes involved A a labor dispute, 10. Contractor is responsible: for modficatiars to the existing fire M. LANDLORD'S FINAL ACCEPTANCE USL le H Hake's cmrpewor a Frwpsyele SAJIrIC ri then Landed. at it sole discretion, racy order Tenant's Contractor protection systems as required by the work of this contract, thy or sub - contractors to cease work, and to remove itself, its Including installation of strobes and other ADA compliant devices. In order for Tenant to receive Landlord's Foal Acceptance, Tenant equipment and its employees from Landlord's property upon 24 must, within thirty (30) days of the date Tenant opens for business, Stop Gap Employer's liability) $1,030.000 hours written notice. 11. Contractor shall provide occupancy signs conforming to applicable obtain and present to Landlord the following items: codes and requirements. 4. Certain construction activities which affect Life Sviety or the 12 Contractor shall install exit si ns in the number and location 1. ' A copy of the Certificate of Occupancy issued by the Building warranties or integrity of Landlord's property, shall be performed 9 be rtment Food Service Tenants must also include THE CERTIFICATE SHOULD ADEIRE. THE FOLD: by Landlord's approved Contractors, at Tenant's expense. Tenant as shown on the construction documents or as otherwise required Pa Y PP b the brat inspector. documented approvals from the Local Health Department prior cur Tenants General Contractor must contract di with y to opening.) 1. Show David A. and Sandia Safe/, and Safey Corporation Landlord's contractor. The Landlord's Representative will assist 13. Al exit doors shall be operable from the inside without key or any as additional insured. Tenant with the coordination of these items as necessary. These special knowledge. 2. Copies of Al Building Permits and other required permits, activities include, but ore not limited to the following: indicating inspections and approvals by the appropriate agency. Note: Certain Landlord Bul&gs require reverse of the above A. Penetrations or modifications to exterior vials or glazing. 14. Interior finishes shall not exceed a flame spread rating of 25. insured & additional insured ceermate holders. B. Roof penetrations, modification or repair. 3. As -built drawings of Tenant's Work per Paragraph 'J'. C. Any core drilling or penetrations of post- tension reinforced 15. Submit signed and sealed Fire Protection shop drawings for review 2 aw e curren for the i floor slabs. & approval by Landlord's insurance company Show the A. ls M. Bea Rating suraae D. Modifications to the Mechanical System controls. 4. HVAC Balance Reports by independent air balance contractor. company T E. I stallation of and alterations to the Fire Monitor system I HOUSEKEEPING AND MATERIAL .HANDLING smoke detector). & The completed punch list, initialed by the Landlord's 3 1. . Shari mn`•rnrm , ,..,,^,a,r ^. Gi 4,5 • With the LL Gorserit nd a enant's Ci F. S utdovin of Landlord systems to accommodate Tenant's work. may ocote n a lords consWCgon Ium r on 1 site, T on a tem basis. Representable. & On - 4. Show u0 deductibles old designate -per claim or per Approval will be based on the length of time and the mailability of site parking for Tenants Contractors & Suppliers, A available, ' "+ 6. Tenants Contactor shall it all damage a building created *awn... an area for locating such dumpster, In some cases the Tenants . repo ma ng must be approved by Landlord's Representative. Parking may be by its own work Landlord will refund: any unused funds from subject to a rental fee Contractor may be able to obtain a street use permit to locate a Construction Damage Deposit to Tenants Contractor. 5. ff using ACORD certificate. each appropriate box must dumpster on the street In any event the Tenants Contractor will be reeyonseee to. remove all construction generated trash from be marked with al X indicating aeveruge provided. E. SPACE ACCEPTANCE BY TENANT common areas of the building nightly din on a ni basis. Tenant's 7. 0 & to manuals and warrantee for all Tenant installed Contractor acknowledges that storage of any construction and or equipment vnd roof top penetrations 6. Certificate of LiaWAy and Umbrella must state if By xcu n the designated space for construction, Tenant shall be building materials outside of the Tenants s prohibited unless coverage provided is claims made' or occurrence form. pyI g 4 epee ' P deemed to have ac ceptet the Premises as-is , have acknowledged that Landlord's written approval has been granted. 8. Certification of Asbestine Free Product Installation. : - Contractor C Landlord has completed the work required of A pursuant to the Lease, and have agreed that Landlord is not then A default in any of its 2. Tenant's Contractor acknowledges that movement of. construction 9. t'pon.completan General contractor shah supply Lnndkwd with obligations under the lease unless agreed to marketing by Landlord's lee - . q© ©\ \ / \' � � � I � � � �� � . \. , v - « z � y \ � � �� , e� / ' �\ \ ' ` y « � 1 <§ - - ..may > » . � . . «: 1:1 FIST AID K n . on - m ' 0 FIRE FX1INC015N- ER ON STE' " ❑ REVIEWED C MTH LANDLORD'S DLORD'S CODE �-_ OF CONDUCT WITIi LAN REFii68TfATNE: - '. TENANT CONTRACTOR AND HIS REPRESENTATIVES ACKNOWLEDGE.` T 1AT THEY HAVE 'RECEIVED, REVIEWED, UNDERSTAND, AND WILL COMPLY WITH r :LANDLORD'S'.'. COVER SHEET. . Date: TENANt DiRAWIN13B, c r r , _ ROO! C Renew -; w I D Final Gouty Doc.. - ❑ Rorie Date Roceuxetk APP rovei! ^ ❑ Reject ❑ d -Rerfee.s ReeubmA ❑ No Exceptions Taken ' ❑ Note WxlAaga •on a4r^^9s ❑ This rie •e sort uro,T. •' cup 8rx LOOM amswla$ OR owes es .. od - materials is tightly restrated during business hours: Tenant's Lien Releases from all Svbtiers, Suppliers. Laborers, whits Representative and Tenant/Tenant Contractor. have served notice to Landlord. Contractor all need to provide tear protection as 'required to insure that the floor finishes of the baking are protected. F. WORK SCHEDULING landlord's Representative and Tenant's Contractor will inspect building common area for existing damage .& determine the rape N. MISCELLANEOUS REQUIFtiIENTS of travel for construction materials prior to commencement of Any work that creates excessive noise, vibration, noxious fumes, dust construction activity. Documentation of the walk - through w111 be 1. Where conflicts exist between building codes, utilities one L must be scheduled outside of the building operating hours. The Landlord's Representative shall n completion of Tenants requirements, statutes, ordinances, regulatory requirements, u & construction &reserves the right t to cu off P rovided to the Tenants Contractor. U pa corn P' be e p given 24 hours of such rove or decline such request e st build-out, Contractor and Landlord's Representative will reinspect Landlord's requirements, the more stn ulato tnrgent shall govern. govern. Building security may require sign- in / -out of Al persons working the common area noting any damaged areas needing repair by construction. Tenant's Contractor shall perform work A a manner• which the Tenant Contractor. 2. Tenant's Contractor or Subcontractors shall not post signs causes no interference with other Tenants or Landlord. Tenants work without Landlord's approval. shall be closely monitored by Landlord's Representatives. 3. Once construction begins in Tenant's space, that area becomes the responsibility of Tenant and its Contractor. Tenant's Contractor 3. Tenant's Contractor and Subcontractors stall comply with all FILE CC. :- I understand that the 'Plan Che + sop ere subject to errors and orrisslons and approval of plans does not authonze the violation of any adopted code or ordinance. Rempt of con - tractor's copy o f approved plans acknowledged I BY itithk y v>volotall AlNneeue • Date Lima . TENANT CONTACT INFORMATION (TO BE COMPLETED BY TENANT'S :ARCHITECT.: PRIOR TO PRECONSTRUCTION MEETING) OWNER'S CONTACT Permit No. r�_- r i r r must supply and install a large carpeted walk -off mat inside the perking rues & egula6cos co established by the Landlord. G. CONSTRUCTION UTILITIES CHARGE entrance to the span to eliminate the trackng of dust and debris Y win g . of parking requirements may result n fines and/or into the building. The work area and the area outside the Tenant towing. premises must be maintained in a clean condition at Al times It is agreed and understood that the utilities servicing the premises Trash must be placed in containers and removed daily by Tenants 4. Tenant shall use only new, first -doss materiels in completing may need A be separately metered as per the terms of the lease. A Contractor to Tenant's Contractors dumpster. A trash is not its work. NI work and equipment shall be warranted far a the event the utilities are not currently separately metered and the cost immediately removed or the space cleaned up after Landlord's minimum of one (1) year from installation. Such warranties of utilities, per the lease, are to be a direct cost A the Tenants, notice, Landlord may remove the trash and clean the space at shall not relieve Tnant from its maintenance obligations `. v an estimated per day charge will be assessed by the Landlord to the Tenant's expense Including an administrative fee, and deduct provided in the Lease. 3, \ tT t b uild -out and construction hose or until such time from Construction Damage Deposit Tenant Burin : r� C C 9 P r pF as a permanent metering devise is installed and transferred into the . O, GOOD FAITH INSPECTION 'FOR ASBESTOS 4 Pri to com mencement of any constr actMw Tenant s Tenants name. Furthermore, if Tenant has received Landlord's permission - r ' '" v UL -" -'--- .. perform constriction a Contractor will install and maintain Construction pre -fliers in the - _ -- - eon), Landlord -„ activity, on Tenant and Tenant's Contractors must 's sad faith - - r - r system servicing e consrucon area an or g - to occupy the pions buildings ngs return air the construction d - SEPARATE PERMIT RE UIREDFOR: li C HANICAL CTRICAt. - LUMBING -„ ❑ GAS PIPING CITY OF Tu!uwu e - BUILDING DIVISION - Address• Phone #' - TENANT'S ARCHITECT. Address- 'r' orry Phone II1N 1 4 2008 j)' - Contact Person' 'p� - fit. TENANT'S ;CONTRACTOR: `C = - ' r v ~ Y (:: ;. - Address ities myssse per g inspection report on Premises prior to starting work. The asngon Whit estimate For utilities - may be a assessed on day basis during this fl �, cy , floor. When construction is complete the pre filters shall be ndustral Safety Health Act 296 -62 -07707 states that before / ea ru r. nod. removed and disposed of by Tenant's Contractor. allowing or authorizing any construction, renovation, remodeling, g`J� QP• �,JL� 5. Tenants Contractor shall remove and dispose of in an approved maintenance, repair or demolition, Landlord shall perform 'a good _ oC�j7 PP faith inspection to determine whether materials to be w on or t - ' REVI SI ONS H. MODIFICATION TO EXISTING FACILITIES manner all surplus construction material from site. Discharge of removed contain asbestos. a the responsibility of Tenant's any material into Landlords: plumbing or storm sewer system or . Contractor to obtain a no of this repot and display it on the - - NO CHANGES' SHALL : BE MADE TO , 1. My modification, including incidental not on approved saw cutting or core drilling trash containers is prohibited. Premsea m full view of all persons entenrg the work site.. Tenants THE SCOPE OF. WORK; WITHOUT PRIOR :: ": to Landlord's facilities or building proved plans, must' Contractor is also responsible to declass to Landlord's fdepreeen- APPROVAL OF:Ti1KWILA BUILDING DIVISION. receive the poor WRITTEN APPROVAL from the Tenant Coordinator. 6. Tempura dust tamers at demising walls in plenum spaces may tatives its discovery of an material tha may contain asbestos not : h.as nEo, 0NS WILL PEOUIea A NEW PLAN s UBMRpL '. , Temporary ssppaa y Ate NAY INCLllDE- ADaiINflL O PLAN REVIEW FEES Such modifications shall be at Tenants expense including any '.. be required to control control construction dust Install as directed by mentioned in the good faith inseection. ' No work shall disturb or - � - '�', design, engineering, permits and inspection as well as actual Landlord's Representative, at Tenant's expense. r emqva -the suspect material until Landlord has performed tests - construction costs. Cost of sprinkler system shutdown and and /or abatement. recharging, at o cost per occurrence, shall be at Tenant's expense. 7. If any hazardous materials will be used on -site, Natecoof Safet • - <. {, Data Sheets (IeSDS) must be on file with Tenant's Contractor prior r to their use. , v Phone P I - RLE Asov i'p 76 /AUI RA ' .. Co Person r' "' •` ..MECHANICAL ENGINEER' tr ` -� _TEW1'fJT'S.ME� PLa1 ^' r r v i. r e� ; a „ ,Add'[ess: " ' ^ • • -!• +' I x , ,.j • ` `� ^.' ,' • .; - • ' - Phone ;, :. ,:. -.. LL I ' - 16y 1 T _ ,''.Cont Berson - -' 'i� ' �`• • � - . f''. •I ' - c : NA N S ,,ELEGTRI " I NFER: k ., • . TE °' "Address ' `' lr' ..: Phone #• •" r • r.: -':r ORWM HG itRLk z. T r f 4 , , ; . Contact Person- TENANT NAME A L SURE ND.: RIPPING. - . ..s.... £ ...:.._..,._ " .iw , . i . TM INTERNET EXCHANGE FAi ISX-SEI 3433 120TH PLACE SEATTLE, WA 98168 Plan Symbols Roc Rg=ERE,E D',OR RE • SECTIL7N W.1 WALL SE,O, , Bc ,f•ENSE OR DC EXTINC,L11,1ER E_EVATiON REFE.N C•A PAGE CE FIN, FLOOR DRAAI REFENCE REM, TO NEOIANICAL DR.065 FOR SYMBOLS. Electrical Symbols REFER TO ELECTRICAL 17R410493 FOR Abbreviations , A, Conditlaing ACT Acoustical Led, Mle Ar7, Adj.stoofe/Aajocent a, Acoustical Flaa ALT Alternate AL, Alumeam Angle ANOD Arodizeo AFFROx Approffirnateg, At E BAO, EL,G BlocAng gm goo, B/S Buildlna 5•.aroora 5 Basement CAS Coto.t CRC Crculoton CLR Cleor or Clearance CLS Cad. ' CLOS Closet ,CP Contract CAanae opo SOL Laken ! Concrete CONS, Consfructon CANT Contguous CONTR , Contractor WORD Coordinate CPT Capet CT , Ceram., e DET °atoll DIA Diameter DIA& Dlogonol Phmensbn P Dorm DR Door D. Dro.hla 0 0 ± ROC, NLE = SEE LEGEND D • SECTION LE R DRAWING NISRER (6 FE • AcE MOUNTED FIRE EXTrNO,U1SPER 5UFELIED Br otNER SFIll-RECE.E0 FIRE EX71.1.119PER 7 UN.. REFER TO DETAIL ,A,O.1 REvISION NUMBER REVTEI Mechanical Symbols • :A EL ELEC. ELL EG EsgiP Egg, FE FIN PLR MAJOR RAN Furnish Furnishings '6L 61. NCei HOR HT 1•IVAL IN INCAN INCL 1.UL I.TL ELEVATION REFERENCE East Eacf, ElevatOn Neightf .„t Fre Extbrygnsr Fee SaInguisher Caoret Fingh Floor Fluorescent InCh IELOIdESGEEt -13 stmtion Box Galvanized gloss/Glazing 6gosion ?tall Board Nollo. Core Aood Hord Yardman. PERM Horizontal .11o. Metal Neq• P-LAM Heatra Vent...Ion Ah Landau., , FR Kitchen LAM LF Lineal Feet LT6 Lig., MAT - Material MAX Maximum MEC, Mechanical 1 Median Mezzanine MFR Mon, actors: M15C MA,felloneout moueteo 'Tr Material/Mato1 North WA .t NIC Not trf Contrat NO Herber NOM Nom., NON CO. Non Canhustible NTS .t to Scale On GEE." OP. Opening Of, Opposite Vicinity Map Location Plan Energy Budget P.A.PON OFFICE OFFICE TOT, IfUTT5 (1-16,1 GO-LO Fl (PHASE REPORT COA.-0 TOT, TTS WPPORT TOT, TOTAL WATTS (LIGNRN. Office SF. CO-LO 5,F. ,p,Oft 5,F TOT, • Rodin RS R.ber Elose REFR RefrIgerator REINF Reinforcing RECTP Requhed RD/ Revision RM Room • DOo.9 5 SC,ED Schedule WAN Solid Co• rioori SEAL Sealant SECT Section gHT sheet SIM SirnlIcr 5M RNA. Metal STD Standar Squae ER Steel 576 Rao, Strol• Rspencisd , TEL Tele,. TEMP Ter,ered THERMO Thergrostoft g i MrP Typical Pensooent Pet PI Rate V. Varies VCT Vily1 ConposIgan VEN Veneer Poltshed Paint , y,estAffatt/Ped h4/0 YOtho. hallcovering rT5 Ti ...TS (ALLOYED/ -- AREA OF WORK 3433 SOUTH 120111 PLACE TUKWLA, WA 2. Acrceatc. Fluceexent ROV.I. Fluorescent.. Pactolic Pocresco.ornpa-t Atereccere Dore -,aft AOH U Imps, 40e1 TS laps) (5 ADVI TB imps, 29,321 • 20 Vi/SF = 35,192 A .TTS (ALLOei 3,040 • 120 Nir5F 40448 AATTVALLOWED, _ euArT5 CO 3- ,1EAda, General Notes RATS DESIGIELN PLA 2104 Trn EOM REA 2E. TEN b3i1 46R 35,10OR .2PES A_ All nark shell conform to the neon.. burldeg codes aid ordinances.. cose of cry CO.. ensre the methods or stax.r. of ...bon or . motor.. specified rb nac eq. I or exceed the reqvb of the lams or orde•anoss.. la. or crafter.. shall govern. Notify the Architect of al Corti. s. THE PRAMNSS ARP SPECIFICATIONS • A. Structural. pl.., ...co, elect.. old reef protect. ar.hgs are applernentory these drawings. The Co.-odor shall room.. the hork of each consulting eng.er nfth these drawl, ond . Tenant Imoroyeeerrt Spal and sholf notifu the Arddect of all decrepancies efith a Ireton roc,. for clorifkotkan. Ann nork ndolled "rig. rah Uase dram, a- the Tenant imorovernent Specifications shall. corrected ty the Contractor at no expense to the Orme., Tenant or the Arch.sct. 5. Refer to Sleet A02 for .dit.nol notes a. specifications C. Refer to domolebn dnd ,odfk..a.,a, to- NorrraGon. It MI ge Contractors' respensb114 to coorartas amilall nark beteeen ckdoeg pocket, Drawing Index (FOR REFERENCE ON-11 G I GRAMM DRANAGE. NOTES AND MAILS G 2 SEIM NV MAIM PUN G 3 MG MASTER PLAN G 4 PROPOSED M.O. 0246G1DATIGN ARCHITECTURAL: T 01 LAWLOR'S COVER SEET A 01 PROJECT LOWS. SHEET A 0.2 GODE MILT. AO, SPEGIRGATX65 A 1J PRGLEGT SUE PLAN A 1.2 tocaLweet6 SRE PLTMLS A 13 511E 4 Et.. 12342./TION MO PREPARATION A 20 CANDALL ROOK PLAN A 21 FIRET FLOOR 21. - AREA I A 22 PIREITPLOORPLAN-All.12 A 23 emir RIX. PEAR - AREA S A 24 new FLOM PLAJI - AREA 4 A 1.0 RPM FLOOR MESH 4 RM.* PLAN AREA 1 A 22P RIP5T FLOM.. 1,02.0815 PLAN - AREA 2 A MST R.011119091. R116.016 PLAN - AREA 9 A 24P msr FiDORFNSI I 11.15891045 RAN - ARF-A 4 A 9J eamat ELEVATIONS 4 PLED. 5E01015 A . MEL 5SGT1015 -WNW A 'SEAFORD FLO0L PLANS 4445-49./...00414.61- A Si KRT.. .01ATINI A 1.1 REfteGTIE7 GEEINS 2 GEE. PLAN - 9 'I 31. -.117LRib MN, - AREA A TA REFLEG1127 G0100 PEAR - A 51 INR353R ELEVA/1016 A 1.1 HARM.. 51.192U. A42 1.91521ELUE A . PARTITION .132. A 10J 01113.61R DET.5 A 102 MM. DLTALS STRUCTULAL: sew._ NORD 5 LI FOIDA.K LL F.21 5 M FLIEVATION PLAN 5. ROOF R. 5 22 ROOF PUN 5. ROOF PLAN 5. RODF PLAN 5 4J F0ADATINI REGD." 5 5.1 MORONS .2 313.1015 5 6J WIEL REVAMPS 5. PARE EINVATONS s PMEL ELEVATION_ 04.f. RIMPAtei ftrikAib 1. 1.1000 lenhtnati Drawing Designation Key 42.XX A. All Oforrnatim shoo. an the rkfarti reiceNfela os present • ref veto, th 1,3n prior to procsedin,2 the. Item of nork offec B. Paw.. on the pions we tgoical4 . the finish ,foce of partitere face af or to the center the X cakens. C. Door a. cased openhas rAhout bcotion Others.. cro to ber fox and ays E4 incl. f roe, the faces, of .ifeent partition or cantered bete:ton preteens. - D. Locate earthly. that ore not dthereloned fimh and sq.. 41th tf. exist, structure cr on the • " A ' . ' The ' trate, shall use aftnensiais shonn al the ...go a. Oct.! field measurements. tbary the Architect of ay clma-epances found.' , - A. Thr T1 the.. cre e h elotreviat in the rofect. The Archt=11170;rink:•78 htent of ary h question: . A trs rfa E-02 E-L2 E-13 E-M E41 .43 E. E-3.11 E-312 E-3.13 E-3.14 E-41.0 E-•W E-412 E-41.3 E-311 E-S.12 E-613 E-610 E-6.11 E-612 g_gget E-LIO -.R-REPER04.4241.12- ' 1 • RIDERGDPOP. SITLIAL - DI.D171.8.1.20 10.4943115 'WAWA,. NPR. O chg.., .rwas. rim I RISTSIDTOR 2 SEVA710 SEDER A- DRAMS TIRE PRIMARY GOL7E (015.1. SPECAPIC) O 6319. 1 STE 170.JTION, PIRG. 2 F.. PLAM,ROGI• PLASS • 15.11980R ELEVA1106,56011015 4 Dam= rou. ELEVATION, . perm. • EMUS, ROOK PLANS 6 VERT.. oiRaiNnoN 8 612.60R120011015 S2.213 mLs PIA WARMS ' LANZGLAPHS DE KURD STRETURAL Description of MECHANICAL: 1111 TME MEET / INDEX / SYMMS / 60113.- POTM. M 20 RAMAT. PLOP.. PLAN M 2J OVERALL FLOOR PUN - mum** M 22 PARTIAL FLOOR PLANS - PLWOMS 11. .5TE AND VOIT PEER DIASRATS AN7 17ETAIL5 M OKRALL FLOOR PUN AND RooF FUN- RV,. PI 31 PARTIAL FlooR PLANS - hVAL - Al2. I M 32 PARTIAL FLOOR PLANS - WAG - AREA 2 IT . FARR. MOOR FLAN5 - WAG - AateA 5 M 3,4 PARTIAL PLOGR PLANS - M. - AREA-4 M EMER.NGY GDERATOR RGOM PLANDETAILS - WAG M ma. at. nrso f,14 / ENS. swam.' oe. MIER P ID DIASRAM , Pt 42 11. OIL DEM.. SG.ELLES M 43 1345RE GEIRRATUR R. OIL SYSTEM P t12 D.RAN 61 OVERALL MOOR PLAN - PIPI. M Ea PIATIR P • ID D.RAM GRIM AMER DETAILS M 6.1 PLIAA.S 90eGM. M 62 WAG 52E0.5 PI 63 WAG ELECTRICAL: .432AL 1.14TM9 CCH•LIARLE f9XTLRES011921LE LOAD 9.fieWer BOOLE WE DIAS.. PARTIAL 50.LE DIA6RAM PART 1 PARTIAL SINGLE WE 17.6.M PART 2 PAR./ .S. LRE DIA6RAM PART 5 PAM. 9046W LIIE MAROS PAM: PARTIAL 5110LE ute trAsv.*4 rART PARITAL 984.E LINE .14/41 PART 6 PARTIAL .S. LDE DIAGRAM PAOLT ; PART. WEE uNe DIAGRAM P. PARRA/ 6.49LE LINE P.R. PANTS srre PLAN LJGRTINS PLAN-604POSITE UGHTINS PLAN-MSA LIR.* PLAN-AREA 2 LIGIRDIG RAN-AREA 9 LISM15 PLAMAREA 4 MDR PUN-COPPGSME MYER PLAN-AREA 2 RXDR rt.AwmeA s RATA PLAN-AREA 4 GROW. PLAMOMVOSITE 61521612N5 PLAN-MLEA I 61".24.45 PLAN-AREA 1 GROU1.716 R.M.R. 3 PUMAREA 4 ROOP PLAN-CoMPOSITE ROOF PLAN-NCRIN ROOF PLN462. RAC.R.LY SMEDLEEPCS. FEE0132 .fEDLE193 - DISTRWLMON PAN. SCA.OLIES E41.30 PAWL /WARD 506.154101J31 ,,,,,,,.,_ E42.1 6iG4.. R.fr cerAns efttl= '9'i' G-.) 11.0 ?(AN • Aesa s 4..., rear RAN AaRAA• E a31 miaow.. nact 5ct3eetit..es E 113.1 PANEL. 604. 5,,,,,, ,,,,,s ,,,...) I I DISCIPLINE: PRIMART CODE: AMA: Wl'AA"'" 717ACA4PkNolitteelePSIDS DiecipLrte c EXAMF'LE: A2.IF ARGHITF-CTURAL FLOOR PLAN 1ST 5rCTOR FINISH A FURNISHINS FIRE FILOTECOOR ot vertical ayi horizontal penetrations of Are if necessary, provide Fr r=rd .cntroctor rf exl P Cantrector .11 provide eat sta..In the type. nent.r cod location as shawl on pions, I a as other..., required Ow Ia.! impactor. . A" 7or • ceilings per uec Chapter a Ali mod...lore ond/or accost. of the f he alarm eget.= are to carol, hasaftaton State Wieling Cot. ADA I hoshOgton State border fres requirements fa vieral codible clam signals. H. Refer to Sheet AXX for addibcoal Fire Pro.4.1 notes. 1...U9.e a. verify locations of structural, meahonfcal ond &onion. sa. othre 4.66, poor to chilling or cutting of sides cc structerdE meenbors.tiatIfy the Architect of as, conflMts prior to begin., eal, B. 'the Catr.tor .11 be respoosible rer pro... all os required for all eall end :cell., muted , All construction shall be et...a,. lateral movement In accordance el • rogvirerents oF the latest adopted eatlan of the 1EC . 1.01 J4-1.ktion " A. heIghte, Mere MOcated. a-e.frortil sub floor to bottom of Ag 9 • E. MecliniceiCeleetrical'ond Nark sheljbe comdsted - " ventS, eti,11 such 1.5 shall bo cancooled r r • 13:k ,04443-ii ark.ilt 4 r '&7;4,66 losul..4 befrCsen.iss.111- rne= bA .0; 4...et Aux f thdtwid.primhx4.. 1. I r Alf 4,#) 1r.. 7..t4;e; • • mimed • ads. MK Ms nue. ot ita0700 0.47.00. r • Project. Team ' ..-r.-. '.. : '--, OWPR: - . , . CIVL:ENGINER lA. , DAVID EVANS, Ae....*: ) PT .• ' ' ' „ ' • , .. - ..‘___, ' ' NOS ON ARRAN. STREET SATE K . - DESIGN 4 GONG • TEL , (40. 95.3 ' ' ; . • EVT r ....„..0.7-...,..,,,,,,:'.,",g'..,,,,,,,":•'.,•.•',,,:r.,..:.':r. 1 42 ,,, , ,, r , sAti .x.c.• .. • TEL ,ocs., 9674660 FAX . (400) 9b1-6665 . , CONTACT . CERISTOPHER 120,4 DIRECTOR OF MOE. . (408),100, . ... ,, r r : .: .111111.CTUR4IL Eti"t r'. ' ' ' 0.6211 ubscravilboveros. coNTAcr . JEFF MVINICE, yp 114. RE. ESTATE MO coNSTRucTleli E44, e : Y . w.' ,• OO' r ' 4 '' •• ' . - , - . , o_ REPRESENTATIVE ..,., COG rocurteeineelAtice,ma .OLTPIOILE P TEI- C44105213•400/0 NW. (AO/ 3.16•1510 - CONTACr , BRICE avtitimema., PRNVPAL CONSILTAKI• • , E•11A11. bociseds•coafealltionewn „ , POST OFRGE 130X 24661 . I ." T. MEW 162 3319 PAX no*,.. - ' - . . ' etrie4c , c444.1:ikk.a.pr flaxEcs rumen . ,. , , , . Kaae4A1IGNAL G:411311ATEAK L/C 4 4 , r coma Acta!: , , . , „ ' ' ' ' r ' ' ' ' ' ' ' . 1' . ' ... . •";,:-'. c/o ...""...,"'"' ft•re, 41..... , DS5N-BLAP EL OP4cA L ., , rr ,..';',L,-,-", .--,,,-,"-" 1.7 ...F.."' - . ' ' r e ""'• pke,Cfeeire•ii6•2 4 , , - ___,,,,_, ;., - 7 , - ,, - - P „ ,, 4. , & •,,, ' '' C.AThr:"- - •. (DENA'. CONTRA ,,,, . - - ,- , ' . . f_ ,,, , s _ =, ,,, ,,.., eF-4,1!..,....., ,..... . (210...-... • A • . tr20171MILA tif1300.:1-...' . s.."'" - - ' ,Leicuago's MeReseff ,,rn..,, S711•644111 ct4CT EITECr:OF RECC)Pl h - `,......--en.9.4-<,-_,--, : --.. __: AR C ': • '' " ' e="4.°- ., -: ::,,.._,..1,1,: A4-el,46.;' ' tisi', '..., - ' l'- .' • 7 ,=-----.= ilOMIRWEBeAlkOEM • 342 Ca.8213-.36 coRTAM T.pe: E AL Project Data E4 Project Name tatitH 7777.1 : Aweer, . Area "" 71 4 4•■ Pal e . 1:6 "." 7 ., - AA LLA Square Footage O2O1TjQtA of =Zoe Tax Revel Wilber = . Type mecee GeIcPee 'resign I 1.12, maremineep • A9CAO =e: . Legal Description 623•132 TO GAVERRAPRI.17116 G YGX Fixture Count (Toilet. & Urin als) TotaM Ocapoot Lood • Bectuhed Proposed FrOpe•ned' rioter L „ 4 Lave.. 1 TO MBOVISER .11132 DAM 7/./00 • . , 'AC Ta B. The Cal,. lfy eith Mechanical Dr01.11,5 65 well cm shop ri•coaxge befOre proCeedlog441ththe'eak C. The Contractor shall provd barcera", or. reports by Inclepenclen4alaio.gXot.Y.tor.. D. Refer to 14,w.! Engineer's SpecIfIcathre.Mcrool-for Mechookerooties. .L . g' fr i tere sharer., drafhgs, BvIlding Standard P - o ' 7A7 IMITIr eleobfle. cafracts ..oncealed C0 ....1528-16/0 F.4i • _ • 1.'4'777 ,:t?E,/-.11AWII.-'5, • • 14100,. thA 'COVER'5 AO, 1 4 2Giu 4 . A 4 VAD0ipttra, 2104 's EGUIP"r_NaT TARO 100 w Inc occ 57'-It}' (p 5501 SF 14500 • 20 CCC n SF 96 • SF o 00 II OCC •1000 56 (IN ROAM) • 161' (IN RTD CORK: - NI' TOTAL tFl ENUOSURE 2123 1-*-1- 1 1)300 Acc Q • LJ 60' TO BWG EXIT WIDTH REQUIRED EC'ALS4 x02 •03' °15 x. EXIT WIDTH PROVIDED • V300 IS 36' .—. . 1 CG: EA Il3� RPl E4CLOSU . 2146 5F EXIT WIDTH - 015& - EQUALS EQUALS 5 x = AID' G 1-1 xlT I:@.`IH- ERDVfD RPU & D- BOARDS DR TO D5 1 RECEIVING 1061 SF vEST 11300 �\ .s 3® EXIT WIDTH REA11RED EQUALS 122 X 02' • 24.4' ExIT WIDTH i OvIDED IS 36' SOUTH END 1551 UEO corm. NOTES TYPE V -1 HR OCA 3,TRUCTION FULLY 5.INKLE. 131I1- B MAIN °COTF F act( 5Ec 11 ET SF 1/00 =2000 d EXIT WIDTH 2 ® f ._ EQUALS 1X 02' 3 19 II I rf EXIT WIDTH PROVDED 15 36' A -5 +!...RY OCCUPANCY IN NORTH BUILDING' NO OCOFANCY'EPARATCN REQUIRED BY TABLE 3 -A 5-5 OCCUPANCY N Fi.^J.JTH BALDINS I HR OOCUPAIBY 5EFARATioN REQUIRED BY TABLE 3-A •THE A -3 OCC0F'.NCY IN THE NORTH END BALA. 15 L,555 THAN 10%': F TtE WW1. AREA, AND 15 BELOW THE AL JNAELE AREA IN TABLE 5-E. TORE THE 'NIXb OCCUPANCY CALCULATION DOES NOT APP " TO THE A3 OCCUPANCY. CORRIDOR 5021 SF EXIT WIDTH RECUR. EGLW -5 30 X 02' = 60' EXIT UM, PF.v..D. 1536' SOS MIDDLE K=Y NOTE ST 1),(u00 19D, GENERAL NOTES L REFER TO DIG AOJ FOR PROJECT DATA INCLUDING APPLICABLE CODE, OCCI.PAVCT, CONSTRUCTION, ALLOWABLE BUILDING HEIGHT, GROSS AREA, ETC. 2. RED TO FLOOR PLAN DUKA5 FOR SPECIFIC WALL TYRES 4 LOCATIONS (DUNG A21 TO A2A). REFER TO DJG AG5 FOR WALL TYPE DETAILS AND UL DESK- NATIUVe. 4. OCOUPAICT FOR ALL AREAS IS B UNA. 5. EXIT DOORS SHALL BE OP'AIABLE FROM THE INSIDE WITHOUT THE 118E OF A KEY OR ANY BPECIAL 142,111LEDGE OR EFFORT FER UBC SECTION 10033.1 6. htcrt TO REFLECTED CEILING PLANS CA DRAWINGS All THR.1 501.4 FOR EXIT SIGNS, AND TO DRAWING AIO2 FOR FIRE EXTINGUISHER CABINET DETAIL. T.415 CIF= SAFETY DIAGRAM INDICATES EXITING PATTERNS FORA 'WORST CASE SCENARIO', THAT 15, OCCUPANTS NEEDING TO EXIT ALL BUILDINGS IN THIS PROJECT AT Ti. SAME TIME IN ORDER TO AVOID CONFLICTS, EXITI THR x.41 DOORS AT AR'cA SEPARATION WALLS IS 5HAI.N TO OCCUR IN ONE DIRECTION ONLY. THE OCCUPANTS CHILD EXIT THROKH4 THESE DOORS IN THE OPPOSITE DIRECTION, SINCE THERE ARE LE. THAN 50 OCCUPANTS FROM EACH BUILDING IN A GIVEN EXIT CORRIDOR 8. EEC-IRONIC BWTON ROOM/CO -LO ROOMS UTILIZE AN OCCUPANT LOAD FACTOR CF 1 PERSON PER 500 SQUARE REM, AS AGREED UPON WITH THE WILDING 0.ICIAL 0 RATED WALLS AT ELECTRICAL AND OTHER ROOMS ARE CALKER ELECTED, NOT A CODE REQUIREMENT. O 3' WIDE X T 1-1IC14 EXIT DOOR Kt =;2 TO DCCR SCHEDULE AS1 O STRIPING CN GRADE INDCCATN G EXIT PATHWAY (MIN. 44' WIDE). 0 DOUBLE 4' WIDE X 5' HIGH ACCESS DOOR TO ��r- .`. cA1 O RATED BICLOBIRE AT LOEBTA/A1TIAG RC/TM 153 BY RESTROC IS GOES FRAM LOBBY CEILING PART WAY DCUN WALL TEEN TO CcILRNG N RESTROCI1 VESTIBULE TO WALL W/ RESTRO,T1 ENTRY DOORS. SEE SKETCHI B'cLCW. EXIT WIDTH REQUIRED EQUALS 189 X 02' = 318' EXIT WIDTH FROvIDED 15 12' - ' RATED ENCLOSURE � LOEBT CLG. N, LOEBT WALL COG. IN RESTRCCM VESTIBULE WEST WALL CF R£STROA" NORTH SECURITY ROOM 84 163 U00 • 1 OCC ro cP fns �cfRT •15 OCC 151 TEL/ 3435 SF DATA 4 O 4 LEGEND BREW( ROOM 5 i3� I!5 = 38 CCC 26_, . WA- MO 111151M1111 Pi • EMI (6) OFFICES L Q ; nl 1., nz ' = 1 CCC EA EXIT WIDTH REQUIRED EQUALS 44 X 01' = 815' EXIT WIDTH PRovIDED i6 36' EXIT WIDTH REQUIRE A ALE ET 0.E iC' 1, 15 IT WIDDED36 2 HR RATED AREA SEPARATION YL4LL 90 MN. DOORS (F52 IPEC 504.67) I HR RATED OCCUPANCY SEPARATION MALL 45 MIA DOORS' (°E KEYNOTE 1) • PROVIDE 60 MIN. DOC. AT 114R RATED CC:.AI SEP. WALL BETWEEN H -3 ROOMS 101 TH. 103, AND B ELECTRIC, ROAMS 106 4.1 III. 1 IH¢ RATED EXIT CORRIDOR MALL 20 MIN DOORS PATH OF TRAVEL AREA OCCUPANT LOAD (PER LEC TABLE IO -A) DOOR ExITINS LOAD TRAVEL DISTANCE TO AREAS . ARATION WALL OR EXIT DOOR 1 HOUR RAT© CORRIDOR EXITS (EXIT WIDTH PER UBG 10032) FIRE EXTINGUISHER CABINET GREATER C4 60' TO ADJACENT PERI, COO. CITY IF 1'i'1:J+tU EPRO EO NM 3 0 Za'a REVISION NO. 9- S BEY ARC H IT ECT I 1 , ARCHITECT CONSULTANTS ARCHITECTURE JOHN W. LANG SfAiE OF WPSHINGfON G AFC 27 9/6/00 F FLN. Cr.. CRRCTNS. 1/17/00 • CONST. IGAUC 1/11/00 D FAR IT ISSUE 6/14/00 _ • '0•a AVIE!1 Ar2E-/G0 30, ;REVIEW 5/4;00 REVISIONS ISSUE DATE DRAWING TNLE: PROGRESS DATE: FILE: - cC/_'x_' cn_ET.,, 4.4,002DI;.G o E'1' ,1 PLOT: PROJECT NUMBER AC - L 0 - CT DRAWN BY: CHECKED BY: APPROVED BY: CCTE RP.{ ANC D- EOARCS H -3 WUTH ENC. EUILCiNG E MIDDLE cJILDiNG I NORTH --YID BUILDING E E ALLOWABLE .'+R - cA CALCULATIONS EASE ALLOW,. AREA PER TABLE 5-3 51500 14000 14000 14000 AREA INCREASE FOR 2 SIDE YARDS FEZ. 505.1.1 - - 204 5,20'=31' X I2 = MILTIPLIER OF 1.4625 AREA INCREASE FOR HILLY SPRINKLE - BED ONE- 26400 42000 42000 61425 STORY ELD6 PEA 5053 FAULTIFLIER OF 300 ACTUAL EUiL.".ING AREA 3223 40124 25554 36005 2104 's EGUIP"r_NaT TARO 100 w Inc occ 57'-It}' (p 5501 SF 14500 • 20 CCC n SF 96 • SF o 00 II OCC •1000 56 (IN ROAM) • 161' (IN RTD CORK: - NI' TOTAL tFl ENUOSURE 2123 1-*-1- 1 1)300 Acc Q • LJ 60' TO BWG EXIT WIDTH REQUIRED EC'ALS4 x02 •03' °15 x. EXIT WIDTH PROVIDED • V300 IS 36' .—. . 1 CG: EA Il3� RPl E4CLOSU . 2146 5F EXIT WIDTH - 015& - EQUALS EQUALS 5 x = AID' G 1-1 xlT I:@.`IH- ERDVfD RPU & D- BOARDS DR TO D5 1 RECEIVING 1061 SF vEST 11300 �\ .s 3® EXIT WIDTH REA11RED EQUALS 122 X 02' • 24.4' ExIT WIDTH i OvIDED IS 36' SOUTH END 1551 UEO corm. NOTES TYPE V -1 HR OCA 3,TRUCTION FULLY 5.INKLE. 131I1- B MAIN °COTF F act( 5Ec 11 ET SF 1/00 =2000 d EXIT WIDTH 2 ® f ._ EQUALS 1X 02' 3 19 II I rf EXIT WIDTH PROVDED 15 36' A -5 +!...RY OCCUPANCY IN NORTH BUILDING' NO OCOFANCY'EPARATCN REQUIRED BY TABLE 3 -A 5-5 OCCUPANCY N Fi.^J.JTH BALDINS I HR OOCUPAIBY 5EFARATioN REQUIRED BY TABLE 3-A •THE A -3 OCC0F'.NCY IN THE NORTH END BALA. 15 L,555 THAN 10%': F TtE WW1. AREA, AND 15 BELOW THE AL JNAELE AREA IN TABLE 5-E. TORE THE 'NIXb OCCUPANCY CALCULATION DOES NOT APP " TO THE A3 OCCUPANCY. CORRIDOR 5021 SF EXIT WIDTH RECUR. EGLW -5 30 X 02' = 60' EXIT UM, PF.v..D. 1536' SOS MIDDLE K=Y NOTE ST 1),(u00 19D, GENERAL NOTES L REFER TO DIG AOJ FOR PROJECT DATA INCLUDING APPLICABLE CODE, OCCI.PAVCT, CONSTRUCTION, ALLOWABLE BUILDING HEIGHT, GROSS AREA, ETC. 2. RED TO FLOOR PLAN DUKA5 FOR SPECIFIC WALL TYRES 4 LOCATIONS (DUNG A21 TO A2A). REFER TO DJG AG5 FOR WALL TYPE DETAILS AND UL DESK- NATIUVe. 4. OCOUPAICT FOR ALL AREAS IS B UNA. 5. EXIT DOORS SHALL BE OP'AIABLE FROM THE INSIDE WITHOUT THE 118E OF A KEY OR ANY BPECIAL 142,111LEDGE OR EFFORT FER UBC SECTION 10033.1 6. htcrt TO REFLECTED CEILING PLANS CA DRAWINGS All THR.1 501.4 FOR EXIT SIGNS, AND TO DRAWING AIO2 FOR FIRE EXTINGUISHER CABINET DETAIL. T.415 CIF= SAFETY DIAGRAM INDICATES EXITING PATTERNS FORA 'WORST CASE SCENARIO', THAT 15, OCCUPANTS NEEDING TO EXIT ALL BUILDINGS IN THIS PROJECT AT Ti. SAME TIME IN ORDER TO AVOID CONFLICTS, EXITI THR x.41 DOORS AT AR'cA SEPARATION WALLS IS 5HAI.N TO OCCUR IN ONE DIRECTION ONLY. THE OCCUPANTS CHILD EXIT THROKH4 THESE DOORS IN THE OPPOSITE DIRECTION, SINCE THERE ARE LE. THAN 50 OCCUPANTS FROM EACH BUILDING IN A GIVEN EXIT CORRIDOR 8. EEC-IRONIC BWTON ROOM/CO -LO ROOMS UTILIZE AN OCCUPANT LOAD FACTOR CF 1 PERSON PER 500 SQUARE REM, AS AGREED UPON WITH THE WILDING 0.ICIAL 0 RATED WALLS AT ELECTRICAL AND OTHER ROOMS ARE CALKER ELECTED, NOT A CODE REQUIREMENT. O 3' WIDE X T 1-1IC14 EXIT DOOR Kt =;2 TO DCCR SCHEDULE AS1 O STRIPING CN GRADE INDCCATN G EXIT PATHWAY (MIN. 44' WIDE). 0 DOUBLE 4' WIDE X 5' HIGH ACCESS DOOR TO ��r- .`. cA1 O RATED BICLOBIRE AT LOEBTA/A1TIAG RC/TM 153 BY RESTROC IS GOES FRAM LOBBY CEILING PART WAY DCUN WALL TEEN TO CcILRNG N RESTROCI1 VESTIBULE TO WALL W/ RESTRO,T1 ENTRY DOORS. SEE SKETCHI B'cLCW. EXIT WIDTH REQUIRED EQUALS 189 X 02' = 318' EXIT WIDTH FROvIDED 15 12' - ' RATED ENCLOSURE � LOEBT CLG. N, LOEBT WALL COG. IN RESTRCCM VESTIBULE WEST WALL CF R£STROA" NORTH SECURITY ROOM 84 163 U00 • 1 OCC ro cP fns �cfRT •15 OCC 151 TEL/ 3435 SF DATA 4 O 4 LEGEND BREW( ROOM 5 i3� I!5 = 38 CCC 26_, . WA- MO 111151M1111 Pi • EMI (6) OFFICES L Q ; nl 1., nz ' = 1 CCC EA EXIT WIDTH REQUIRED EQUALS 44 X 01' = 815' EXIT WIDTH PRovIDED i6 36' EXIT WIDTH REQUIRE A ALE ET 0.E iC' 1, 15 IT WIDDED36 2 HR RATED AREA SEPARATION YL4LL 90 MN. DOORS (F52 IPEC 504.67) I HR RATED OCCUPANCY SEPARATION MALL 45 MIA DOORS' (°E KEYNOTE 1) • PROVIDE 60 MIN. DOC. AT 114R RATED CC:.AI SEP. WALL BETWEEN H -3 ROOMS 101 TH. 103, AND B ELECTRIC, ROAMS 106 4.1 III. 1 IH¢ RATED EXIT CORRIDOR MALL 20 MIN DOORS PATH OF TRAVEL AREA OCCUPANT LOAD (PER LEC TABLE IO -A) DOOR ExITINS LOAD TRAVEL DISTANCE TO AREAS . ARATION WALL OR EXIT DOOR 1 HOUR RAT© CORRIDOR EXITS (EXIT WIDTH PER UBG 10032) FIRE EXTINGUISHER CABINET GREATER C4 60' TO ADJACENT PERI, COO. CITY IF 1'i'1:J+tU EPRO EO NM 3 0 Za'a REVISION NO. 9- S BEY ARC H IT ECT I 1 , ARCHITECT CONSULTANTS ARCHITECTURE JOHN W. LANG SfAiE OF WPSHINGfON G AFC 27 9/6/00 F FLN. Cr.. CRRCTNS. 1/17/00 • CONST. IGAUC 1/11/00 D FAR IT ISSUE 6/14/00 _ • '0•a AVIE!1 Ar2E-/G0 30, ;REVIEW 5/4;00 REVISIONS ISSUE DATE DRAWING TNLE: PROGRESS DATE: FILE: - cC/_'x_' cn_ET.,, 4.4,002DI;.G o E'1' ,1 PLOT: PROJECT NUMBER AC - L 0 - CT DRAWN BY: CHECKED BY: APPROVED BY: CCTE 112 SE(AIBErE PASSalk31.CH 11-3 DOCK FVFIORS (SEE PAGE 11) POWERAMP : CHALLENGER HNRAULIC SERFS OR PP3TOVED EQUAL.. 4MODEL. .I,. SIZE 8' WDE BY 8' DEER.:20,000 POUND "CAPACKY (f.NELOAD), mot AGTIVi11E0 ;230V/460V 3 -PHASE POWER,' NCLUPES 2 LAMAMTED Ti1?E UO;XE DIVISION 12 FURNISHINGS DMSION 13 'SPECIAL CONSTRUCTION ILLSQL/t/LailitiABOILBVELs DIVISION 14 NOT USED DIVISION 15 MECHANICAL REFERENCE MECHANICAL DRAWINGS AND SPECIFICATIONS DIVISION 16'EL6CTRICAC' REFERENCE - EL CTRCAL DRAWINGS•M Specifications DIVISION ' GENERAL REQUIREMENTS I.1 GENFRN CONDITIONS "THE GENERAL CONDI.. OF THE CONTRACT FOR CONSTRUCTION,' AU DOCUMENT A201 -1997, FIFTEENTH PDDTION, ARTICLES 1 THROUGH 14 INCLUSIVE AS APPLIED TO THE CONTRACT FOR THE CONSTRUCTION OF THE SHELL AND CORE FOR THIS BUILDING, ARE FULLY BINDING TO TH5 WORK AS WELL THE CONTRACTOR AND ALL SUB - CONTRACTORS SHALL R. END BE GOVERNED ET THEM. 1_2_0055 ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES IN CASE OF AM' CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DC NOT EOUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT Or ALL CONFLICTS. 1.3 DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL THOROUGHLY RE,TEW Ali DRAWINGS SPECIFIC/100. AND SHALL NOTIFY THE ARCHNECT OF ALL DSCREPANCIES WITH A WRITTEN REQUEST FOR INFORMATION FN.' WORK INSTALLED M CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR Ai NO EXPENSE TO THE OWNER OR THE ARCHITECT LO DIMENSIONS DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FINISH FACE OF PARTTONS OR TO THE CENTERLINE OF COLUMNS. B. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE 4 -1/2' FROM THE FACES OF ADIACEM PARTITION OR CENTERED BETWEEN PARTITIONS. C. LOCATE PWITOH THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH STRUCTURE OR ON THE CENTERLINE OF A WINDOW MUWON AS SHOWN. 1.5 00 NOT SCALE ORAWNGS THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHTECT OF ANY DISCREPANCIES FOUND. 1.6 ABBREVAATONS THROUGHOUT THE DRAWINGS ARE ABBREVIATORS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS FRONDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONE/ ONS OR MATERWS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY N QUESTION. THE GENERAL CONTRACTOR SHALL BE RESPoNSIBLE FOR THE COORDINATION AND VERIFCATON OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFKATONS. '.8 FIRE PROTECTION WHERE NECESSARY, PROVIDE FIRE PROTECTOR AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REWIRED BY THE GOVERNING AUTHORITY. 1.9 GENERAL CONSRUOR22, A THE CONTRACTOR SNAIL INVESTCATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL. ELEMENTS PRIOR TO DRILLING OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOM THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING WJUNRED DIEMS. C. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LITERAL MOVEMENT IN ACCORDANCE M. THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UBC IN THE LOCAL .PIRSDICTON AND STRUCTURAL DRAWINGS. D. CEILING HE. ITS, WHERE INDICATED, ARE FROM SUB -.FLOOR OR TOP OF ACCESS TILE FLOOR (Alf) TO BOTTOM OF CEILING GRID OR OTHER FINISHED SURFACE E MECHANICAL ELECTRICAL AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.10 SURM(TTN S A PROVIDE SIX (6) COPIES OF ALL SUBMITTALS TO GENERAL CONTRACTOR FOR DISTRIBUTOR: FOR APPROVAL DIVISION 2 SITE WORK 1 GFOTFCHNICA REPORT A SECTSCHMCAL REPORT BY EARTH CONSULTANTS, INC., DATED 6/1/00 IS INCLUDED AS PART OF THE CONTRACT DOCUMENTS. 2 2 DEMOI TON A REFERENCE DRAWING A1.3 FOR DEMOLITION NOTES. B. DEMOLITION WORK UNDER SEPARATE PERMITS ID2000 -133 AND 02000-136. 3 RI F FOUNDATION A REFERENCE GEOTECHNCAL REPORT AND STRUCTURAL DRAWINGS. 7 4 SHORING UNDERGROUND NEL STORAGE TANKS - REFERENCE STRUCTURAL DRAWINGS 2 5 SITE IRE RIES REFERENCE COWL DRAWINGS. CM L DRAWINGS. REFERENCE 27 SOT IMPROVEMENTS REFERENCE CIVIL DRAWINGS AND ARCHITECTURAL DRAWINGS A1.1 AND A7.2. 2.8 LWDSCAPE AND IRRRRIES REFERENCE LANDSCAPE DRAWINGS DIVISION 3 CONCRETE 3 1 CONCRETE REFERENCE STRUCTURAL DRAWINGS AND NOTES 3,7 CONCRETE FINISH A ALL EXPOSED CONCRETE TO HAVE HARD TROWEL FINISH AT INTERIOR SLABS B. EXTERIOR CONCRETE FLATWORK TO HAVE BROOM FINISH WITH TROWEL EDGES. REFERENCE ARCHITECTURAL DRAWING SHEET A1.1FOR FINISH DRECTION. 1. 3 WATERPROOFING A ACRYLIC SEALER ALL EXISTING AND NEW EXPOSED CONCRETE SLABS WHERE SHOWN ON ARCHTECNRAL DRAWING A2.1FTHROUGH A2.4F TO HAVE POMENTFD ACRYLIC SEALER, BY APPLY PER MANUFACTURER'S RECOMMENDATIONS. 8. EPDXY SEALER: WHERE SHOWN ON DRAWINGS A3.2, A2.1f THROUGH A2.4F, APPLY EPDXY BASED SEALER BY APPLY PER MANUFACTURER'S RECOMNE.710 S. DMSION 4 MASONRY A L QCNERAI RE.ENCA STRUCTURAL DRAWINGS AND NOTES. 4 2 CMU TYPES, SIZES, AND SHAPES PER ARCHITECTURAL AND SMUCRIM DRAWINGS. CMU -1 STANDARD WEIGHT, COLOR CMU -2 STANDARD WEIGHT, SPLIT FACE, INTEGRAL COLOR CMU -3 STANDARD WEGHT, SMOOTH /HONED FACE, INTEGRAL COLOR 4,3 MORTAR DIVISION 5 METALS 5.1 GENERAL REQUIREMENTS REFERENCE STRUCTURAL DRAWINGS AND NOTES 52 WIRE MESH CAGES A PROVIDE CAGES, WALLS, DOORS, FRAMES MD HARDWARE PER ARCHITECTURAL DRAWINGS. SUPPLER SILICON VALLEY SHELVING AND EQUIPMENT CO., (408) 457 -9500 MESH N BE 2" SQUARE ITO WAN GAUGE STEEL FRAMES TO BE 1 -1 /V X 1 -1/4" X 1/8' MLLE (PARITON AND HINGE DOOR) OR 1 -1/2 X 1 -1/2' X 1/8' ANGLE (SLIDING DOOR). COLOR WHTE, FACTORY BACKED ENAMEL B. PARTITION SHALL BE INSTALLED AND BRACED TO MEET THE REQUIREMENTS OF THE UBC FOR SEISMIC ZONE N. 5.3 METHS FABRKATIM MATERIALS SHALL CONFORM TO llE FOLLOWING: A FOR GALVANIZED COMPONENTS WELDING UTERUS: AWS D1.1; TYPE AS REWIRED FOR MATERIAL BEING WELDED B. TOUCH -UP PRIMER FOR GALVANIZED SURFACES SHALL BE A LING RICH PRIER. C FR AND SHOP ASSEMBLE METAL WORK IN LARGEST PRACTICAL SECTIONS, FOR DELIVERY TO SETE D. CONTINUOUSLY SEA JOINED MEMBERS BY CONTANOUS WELDS. C GRIND E70'OSED JOINTS P015H AND 9100TH WITH ADMCEHT SURFACE MAKE EXPOSED JOINTS BUTT TOM, FLUSH AND HMS. EASE EXPOSE EDGES TO SMALL UNIFORM RADIUS. F. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. S A ESP NSON RNiRCL A HORIZONTAL FARMERS JOINT B. VERTICAL EXPANSION JOINT DMSION 6 WOOD AND PLASTICS 6 t GENERA,. REQUIREMENTS A REFERENCE STRUCTURAL DRAW. AND NOTES B. SUBMIT SHOP DRAWINGS FOR ALL MWIORK AND CASEWORK ITEMS PER DNISON 1. 6.2_36111652E5 LL LAC A ALL MILLWORK SHALL MEET ARCHITECTURAL WWDWORKWG WW1. STANDARDS FOR PREMIUM GRADE CONSTRUCTOR. B. WOOD VENEER: Ail MATERIAL TO BE 11 SELECT MAPLE TO BATCH ARCHITECT'S SAMPLE ALL LASER SHALL BE FREE FROM STUCTURAL DETECTS AND SURFACE IMPERFECfONS. FINISH: POLYURETHANE ACRYLIC, SATIN FINISH. 3 CASEWORK, A ALL CASEWORK SHALL MEET AWI STANDARDS FOR PREMIUM GRADE CONSTRUCTION B. CASEWORK TO BE PLASTIC LAMINATE 1/16' HIGH PRESSURE SPECIFIED LAMINATE COVERED FOR ALL DEPOSED AND SEMI- EXPOSED SURFACES. 1 PLASTIC LAMINATE WILSONART /467360 SAFFRON TERS 2 FEASTED LAMINATE NEVAMAR ARP 0R-1-6T AUBERGINE MATRIX 3 PLASTIC LA9NMTE NEVAMLAR IS -6 -BLACK PEARL 4 MTL -1 METAL UINATE: FORMICA DECO METALS /4765 SQUIGGLES C. DOORS AND DRAWERS TO BE OVERLAY DESIGN. D. INTERIM NON- EXPOSED SURFACES TO BE WIRE POLYESTER SHEET OVER 3PARTCLE BOARD. E EXPOSED CASEWORK HARDWARE SHAT BE US26D FlNSH PROVDE THE FOLLOWING HARDWARE TENTS: HINGES EUROHAOE BY MIEROCK; 675 SWING; 13762 PULLS: COLONIAL 1752p DRAWER GUIDES: KNAPE A VOLT 11428 GROMMETS: 2' DIAMETER. METAL ADO. SHELF BRACKETS: KNAPE A VOLT /346 NO DIVISION 7 THERMAL AND MOISTURE PROTECTION 7.1 DAMPROOFING PROVIDE 1016L VAPOR BARRIER AT NEW STAB ON GRADE 7.2 ROOFING /NSULATLON /FLA,SHING GENFRN RFOUNFMENIS A COMPLETELY REMOVE AND IMPOSE OF ALL EXISTING ROOFING AND METAL COPING, B. NRNSH AND INSTALL SARNAIL PAC, ROUTE HEAT WELDED SEAMS, SINGLE PLY ROOFING SYSTEM. C. REMOVE EXISTING SMOKE VENTS AND MISCELLANEOUS VENTS. D. NRNSN MID R6TA1 4' R -30 TABULATION INSTALLED TO CREATE PERIMETER GUTTER FOR PROPER DRAAAGE TO EXISTING SCUPPERS. 1. JOHNS MANVILLE. THEWS OR APPROVED EQUAL CLOSED CELL ROL:SOCYANURATE FOAM. 25PSI COMPRESSIVE STRENGTH MECHANICALLY FASTENED. PROVIDE TAPERED PRE -CUT CRICKETS WHERE SHOWN ON PLANS. E TURNER AND INSTALL PERIMETER COPINGS IN 24 GAUGE KYNAR EWER TO MATCH ARCHITECTS SAMPLE GALVANEED STEEL F. FLASH ALL CURBS, PIPES, AND EDGES Ali AS REQUIRED FOR A COMPLETE ROOFING SYSTEM. G. REPLACE ANY DAMAGED. DOWNSPOUTS AND COLLECTORS AND FABRICATE NEW SCUPPEIT:i TO BE COMPATIBLE WITH NEW ROUTING SYSTEM. N. FURNSH 20-YEAR COMPLETE SYSTEM WARRANTY' WITH NO DOLLAR LIM, L FURNISH 2 -YEAR INSTALLER'S WARRANTY 7.3 BAIT INSULATION A. WALL/CEILING: KRAFT FACED THERMAL PAIRS AS INDICATED ON ARCHITECTURAL DRAWINGS MID PER ASTM .8. B. ACOUSTICAL UNFACED SOUND ATENUATON BATTS, 3-1/2" THICKNESS. REFERENCE 49.3 FOR PARTITION TYPES. ZA EXTERIOR INSULATION FLASHING SYSTEM (EIFS) REFERENCE ARCHTECTURAL DRAWING B. MANUFACTURER OUTSULATON MD BY DREW OR APPROVED EQUAL INSULATION BOARD MIHIMUN 2' THICK. PANZER MESH TO 6' ABOVE GRADE SAND FINISH TEXTURE, COLOR TO MATCH ARCHTECFS SAMPLE. INSTALL. PER MANUFACTURER'S RECOMMENDATIONS. PROWDE 10 YEAR MOISTURE DRAINAGE AND MAIERWS WARRANT'. 75 ROOFTOP 1RAFTIC PADS 76 ';OFTOP ACCESS WATCH BILCO TYPE L -20 SERVICE STAN ACCESS, INSULATED OALVAAAZED STEEL, FACTORY PRIMED, PANT EP -_ 7.7 SEAUWTS 7.1109...E2019139 DIVISION 8 DOORS AND WINDOWS 6 1 GFNFRN RFOIIIREMELO A DOOR AND FRAME ASSEMBLIES SHALL MEET THE TIRE RATING REOUKEMENIS LISTED IN THE DOOR A OPENING SCHEDULE. B. SURER DOOR, FRAME AND HARDWARE SCHEDULES PER DNSON t, SECTION 2D INCLUDE DOOR AND FRAME CONSTRUCTOR AND INSTALLATION DETAILS. PROVIDE SHOP DRAWINGS FOR All SECURITY DOORS AND WINDOWS. 62 HOLLOW METAL DOORS k FRAMFS A HOLLOW METAL DOORS SHALL MEET THE REQUIREMENTS OF ANSI/SN 10. DOORS TO BE GRADE IL HEAVY-DUTY, MODEL 2, SEAMLESS DESCH, 1 -3/4" THICK WITH 18 GAUGE GALVANIZED SHEET STEEL FACES. 0 HOLLOW METAL FRAMES SHALL MEET THE REQUIREMENTS OF ANSI/SDI 100. INTERIOR DOOR, SIDELGM, AND BORROWED LIGHT FRAMES SHALL BE i6 GAUGE STEEL. FULLY WELDED CONSTRUCTION, FACTORY PRIMED. EMOUOR HOLLOW META. DOOR FRAMES SHAT BE SIMILAR TO INTERIOR FRAMES AND OF GALVAEEED STEEL (ASTM A 526, COMMERCW. QUALITY, OR EWAL). C. EXTERIOR DOORS TO BE INSULATED YAM R -4 CORE ISUUTON. D. ALL HOLLOW METAL DOORS AND ERNES ARE TO BE FACTORY PRYER FOR FELD APPLIED FINISH C.T. 13 HAARIDEM DOORS DOORS FOR OPAQUE FINISH SABLE BE AM CUSTOM GRADE SOUO CORE WOOD DOORS WITH PLASTIC LAMINATE FACING (P -LAM _; 1 - 3/4' THICK. B 4 SECURITY LOOKS AND 20185 A BULLET RESISTIVE WNDONS /FRAMES B. BULLET RESISTIVE DOORS /FRAMES 85 5T0RFFR0NT A. WHERE INDICATED ON ARCHITECTURAL DRAWINGS. PROVOS KAWAEDR 'FA -SET 400' FRAMING OR EQUAL., EXTERIOR GLAZED. KAWNEER SERIES 190 ENTRAKXCES OR EQUAL ALL STOREFRONT/Q/RWCES TO BE MEDLIN BROAQE• ANODIZED. 86 ACCESS DOORS A. ACCESS DOORS SHALL BE FLUSH MOUNTED UNITS MTH URYWWL. FRNRS; MILC OR OW SERMS OR APPROVED EQUAL. B. LOCATE ACCESS DOORS WERE 5&OWN ON DRAMAS A AS REQUIRED TO PROVIDE ACCESS TO CUNCE 00 EQUIPMENT OR CONSOLS. VMS' ALL ACCESS DOOR LOCATIONS WITH ARCHITECT PRIM TO MSTALLATON C. GLAZING SCHEDULE GL -1 1/4" CLEAR TEMPERED GL -2 1/4' CLEAR PARE GLASS (HORIZONTAL / VERTICAL) GL -3 C PPG SOLARGREEN INSULATED GLAZING UNIT; SFNDNG EOEETCR.NE .46, U -VALUE ,48 00 - I PPG TEMPERED SOLARGREEN WSULATE7 GLAZING LINT; SHADING COEFFCIEM : .46. U -VALUE .48 GL -5 '/. CLEAR SPANDREL, NON-OPTICAL. HEAT STREMGRRNED, PARTED ON SURFACE TO MATCH SOLARGREEN. REFLECTIVE COATING BEHIND COMDR COAT, MAIM NW PRODUCT 11907, GL -6 i/4' MIPJRORED CLASS GL -7 1 -7/4' BULLET RESISTIVE ACRYLIC 8.7 AC(CfSS DOORS A ACCESS DOORS 51140. BE FLUSH MOUNTED urKS WITH DRYWALL FRAMES: MILCOR VS' SERIES OR APPROVED EQUAL FIRE RATED PER DRAWINGS. B. LOCATED ACCESS DOORS WHERE SHOWN ON DRAWINGS AND AS REQUIRED TD PROVIDE ACCESS TO CONCEALED EQUIPMENT OR CONTROLS, T RANS Al ACCESS DOOR LOCATORS WITH ARCHITECT PR/OR TO INSTALLATION. 6 ROIL -UP DOORS A INTERIOR: CORNELL ROLLING COUNTER DOOR OR APPROVED EQUAL WN INTEGRAL FRAME WITHOUT SILL PUSH -UP OPERATION. CALMAT® STEEL WITH POl6:ER COAT FTNSH. COLOR SELECTED BY ARCHITECT. KEY CYLPIO0K LOCK B. EXTERIOR: CORNE L INSULATED ROBING DOOR OR APPROVED EQUAL 18 GAUGE G90 GALVANISED STEEL EXTERIOR SKIN WITH FONDER COAT FlNSH MOTOR OPERATED. WEATHER ASTRAGAL EN BOTTOM BAR. WEATHER SEALS ON GUIDES. 8.9 HARDWARE A SEE HARDWARE SCHEDULE FOR HARDWARE GROUPS SHEET MI. B. ALL LOCKS SHALL BE PROVIDED MATH INTERCHANGEABLE CORES. ALL LUCKS STALL BE KEYED TO LANDLORD'S GRAND MASTER AND MASTER KEY SYSTEM C. PROVIDE BLOCKING N PARTITION FOR ALL WALL MOWED DOORSTOPS. D. HARDWARE .TIE LOCCSES AND LATCHSET: SARGENT 8200 LEVER WITH ROSE TRAY CLOSERS LEN OR APPROVED EMA, PARALLEL ARMS WHUEVER POSSAILE TE A G AT WOOD DOORS BUTTS: STANLEY 4-1/2' X 4 -1/2', US26D FNSH SMOKE GASKETS: PEMR(0 OR APPROVED EQUAL DOOR PROTECTION: CIPCO, QWVf1Y OR HINDERS BRI65 STOPS: MOO, QUALITY OR BUILDERS BRASS EXTERIOR CYLINDERS: MEDECO DIVISION 9 FINISHES 9.1 GENERAL LTN5N NOTES A THERE SHALL. BE ND EXPoSED PIPE CONDUIT, DUCT, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FI5SHED, UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. B OFFSET STUDS WHERE REQUOED SUCH THAT FINISH WALL SURFACES WILL BE FLUSH. C. PROVIDE GALVANIC ASUUTION BETWEEN DISSIMILAR METALS. D. SEE SHEET A92 FOR FINISH SCHEDULE 9.2_15811...E265 A ALL PAINT SHALL BE APPLIED IN ACCORDANCE VI. THE MANUFACTURER SPECLFRATONS FOR THE PARTICULAR SURFACE APPLIED UPON. B. SNARES OF AU. FINISH COLORS SPECIFIED SHALL BE SUBMITTED PER DMSION 1, SECTION 2.0, FOR APPROVAL BY ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. C. N AREAS TO BE LEFT UNFINISHED, GYPSUM BOARD WALLS SHALL BE PRE TAPED 93 FLOOR F1 E ROTES A THE CARPET CONTRACTOR SHALL NRNSN AND INSTALL RUBBER REDUCER STRIPS AT LOCAT10NS WHERE CARPET AND RESILIENT FLOORING MEET. PROVIDE COLOR SAMPLES PER DMSON 1, SECTION 2.0, FOR APPROVAL B. FLOOR COSMIC N CLOSETS SHAD. BE THE SAME AS THAT OF THE SPACE ONTO WHICH THE CLOSET OPENS, UNLESS OTIERWTSE NOTED. C. RECOMMENDATIONS AND PREPARE FLOOR PER FLOORING AND CARPET WMIFACTURER SHELL AND CORE SPECIFICATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS, A REFER TO PARRTON SCHEDULE A9.3. B GYPSUM WALLBOARD TO BE 5/8' TYPE IT GYPSUM WALLBOARD EXCEPT WHERE ACHED. OTHERWISE PROVIDE 5/8" WATER RESISTANT. BACKING BOARD AT ALL CERAMIC TALE WAYS. C. PROWS METAL CORNER BEADS. CASING BEADS AND DRY WALL TAM ACCESSORIES WHERE REQUIRED. D. SAND ATTENUATION - REFERENCE DMSON 7.3 2. LN7Ef. A LAYOUT CARPET TO MNMEQE SEAMS, a PROVIDE 3S OVERAGE Of EACH CARPET TO LANDLORD IN LARGEST PIECES POSEILE C.'CARFET -PAD TD BE 4x1 /ALLEN FMRLOC A, 3/8' THICK, OR APPROVED EQUAL.. D. PROVIDE. SHOP DRAWINGS SNOWING CARPET SEAM LAYOUT. E CARPET SCHEDULE CPT -I: GENERAL CARPET - ATLAS SERIF 15E08 EWRETTE(MHO) CPT, ACCENT CRPET - TBD CPT, CARPET TILE - INTERFACE MICRO - 50CM IRE, STYLE 11663402500, COLOR TEA LEAVES /2931 9.6 MARC TIFF A. CERAMIC FEDOR TEE RETALIATION T0: BE TCA F/13-87, THIN SET SISTER a CERAMIC WALL TEE TARTALNIRN 10 BE TGA W244 -87, THIN SET. SYSTEM. C, CERAMIC TEE - SCHEDULE CF ESA. TEE 8X8 PORCEUN POR;EIAEO CD41 "PEPE ERGO' - C7-2 AAA. 1LLE, 8X8 PORCELAIN: PORCE1ATO CD31 'DEICE . CT-3 DA. IRE 4X4 CRAW GLAZED WALL TEE COVED AT BASE,. K -165 'ALMOND' SEMI-GRASS ,CT-4 DAN. TEE 4X4 CERAMIC GLAZED WALL TILE DH-87 'DEEP. PURPLE' Ul - S;CAESNR. CERALG'FE 12 X 12" PETRE CELTCHE ATOKA : (MATTE) Ct-B CAESAR ERTORACW T2 X. 12' METRE CELTCHE CORN (MATTE) A. "GROUT TO SAD PORRNE CEMENT, COLOR TO BE SELECTED BY ARCHITECT...: E 'GROUT SCHEDULE .ESZT -9 1MPET OR EDW." 109 GRAY CRT-2 IMPEL OR EQUAL' 194 STRAW F. FROV'DE: COVED 845E TEE WELADSED TILES AND OTHER SHAPED TILES AS 8,7 RRSRRNT FlO/RMM: : A- ORBS COMPCSMON TEE SCHEDULE - ACT-I ARMSTRONG tY X 12' X 1/8" IMPERIAL TEXTURE 151811 ANTIQUE WHITE VCT-2 ARMSTRONG 12" X T2' X 1 /8' IMPERIAL TEXTURE 151809 DESERT BEIGE ACT-3 A1;f6TROAC 12' X 12' X 1/8' IMPERIL TEXTURE 151944 LRAM PURPLE B. MHYL BASE AR-1 JOHRSOMTE 4' HON COVE BASE /29 MOON ROCK 98-2 JOHNS.. 6' BASE COVE 129 MOON ROCK C. SHEET VINYL (HEAT MELD ALL SEAS) 5V-I FORDO WW1 SHEET RESILIENT TRACTION STEP /7013 COLOR D. STAR TREADS ST -1 JOHSOHTE RUBBER STAR TREADS 'R" SQUARE PATTERN, 129 MOON ROCK E REDUCER STARS E RALX-OFF WT (_) B.A2-606AMAL-ELEILM A REUEL TAE PATTERN AS SHOWN ON REFLECTED CEILING PLANS. SPRINKLER AAUM ,ACHIS, MECHANICAL DEVICES, ETC., SIAU BE CENTERED IN TILES. B METAL SUSPENSOR SISTER SCHEDULE ALT- 1 ARIATR6US SUPRMNA 9/16' EOgSED TEE SYSTEMS; WHITE 'ACT -2 'ARMSTRONG PRELUDE 15/16' EXPOSED TEE SYSTEMS, WHITE S ,..MUSICAL TEE SCHEDULE ACT-1 AAA6lR01G CIRRUS PROW ES, CHAMBERED SCORED 1627, WHITE (24' X 24' X 3/4') ACT -2 ARMATREBAG OPTIMA OPEN PLAN, 24' X 48' X 1' SQUARE EDGE 13353; WISE WIT: FOIL BACK AL PAINTING A CONFORM TO OE oEcowookoors OF THE CURRENT EDTON OF ARCHITECTURAL ' WESECAIOHS MANN. - PNNTNG. a PROVIDE BOO (6) SAW/ES OF EACH PAINT COLOR AND GLOSS ON 12' X 12' ART BOARD MDR APPROVAL G PAINTING SCHEDULE WALLS' 2 COAT. PROCESS, TNT PRIMER TO MATCH RAAL COAT - EGGSHELL ENAMEL SW CERM.£ 2 COAT PROCESS, TINT PRIMER TO MATCH. FINAL COAT, LATEX FLAT METAL 2 COAT PROCESS, ma PRIMER TO MATCH FTWV. COAT. SEMM -GLOSS U. 10( D.. T000H -QP. PANT WRH.. THE SAME APPLICATION SYSTEM USED FOR THE LAST FINISH COAL E PANT COLOR moue . - PT -I DUROA EGt D. /8701W SOFTLY CHBANG (OFF MARIE) :. PT-2 DURON FIAT IAC142N PURPLE JAZZ PT -3 BENVAN.MOORE EGGSHELL 11074 GOLDEN. BEIGE PT- 4 DURON EGGSHELL /8713W KROE 1100D (TAN) PT -5 BENAMN MOORE EGGS,.I 11454 MEDIUM SOFT PURPLE FT-6 MOON EGGSHELL /86T4 MEDIUM SHADE TREE (MEDIUM GREEN) - _ PT -7 OWEN SUR -GLASS 1A774M TAWTARD.(AEDIUM GRAY) PTA DUTTON FLAT IC400311'; AISERGUS Pr 701560NE CLASSGS 443- 77165 PT -10 T&1 PT - g1RON EGGSHELL: 18712W MUSHR00M'. : BASKET F. ELASTOMERIC PAYE COLOR. SCHEDULE - : EPT -1 EPT -2 EFT -3 EPF -4 9,1n WN I/YIVFRINRi UM 'LYNNE, NNYL WALL COVERRMS DIVISION 10 SPECIALTIES tat SEGWGE CORE,/ A PROVIDE ROOM IDENTITY SIGMAGE PER OWNER DBECTION, INCLUDING WARNING SIGNS FOR HAZARDOUS MATERIALS AREA MOUNTING SYSTEM TO BE DOUBLE STICK TAPE. QUANRIY = 100 10.2 ACCESSIBLE TAE FLOORING - - - A ACCESSIBLE T/LE. FLOORING (ATE) SHALL BE WITH BOLTED STRINGER AS MAMUFACRURED BY TALE ACCESS FLOORS, INC., 26 X 24" CO11CORE 2000. B. ACCESS FLOOR TILE FINISH SCHEDULE ATF -1 GROTON' HIGH PRESSURE URINATE ATF -2 BEIGE TONE, HIGH PRESSURE ORNATE ATF -3 PURPLE (CUSTOM) HIGH PRESSURE LAMINATE C. INSTALL COMPLETE SYSTEM INCLUDING. PEDESTALS AND CONNECTIONS, STRINGERS, FLOOR PANELS, WRAPS. STARS.'VERBCAL CLOSURES, AS SHOWN ON DRAWINGS AND ' TO MEET MANUFACTURER'S RECOMMENDATIONS AND. ALL APPLICABLE CODES D PROVIDE 1 -1/2 OUTSIDE. DIAMETER: AUIMAALM ROILING SYSTEM PER DRAWINGS AND TO MEET ALL APPLICABLE CODES. E PROBATE SHOP' DRAWINGS SNOWING. ENTIRE SYSTEM LAYOUT Pr DIVISION 1, SECTION 2.0. : L. F. RO`ITE PANTED ALUALWN FALLER STRIP . ,AT ALL PARTITIONS ; DR1"0129T D, ON/ RED:TIL S PER ARCHNECTURAL DRAWOWS 10.3 FIVE EXTINGIISHER CABINETS A PRO WE' FIRE .EXTINGUISHERS TO MEET CODE REGAOSE ENT OF 75' TRAVEL USTA1c`E TO. EDTT.'G'USI1D1 PROM ANI PAL :, IN BLINDAL, D ERE, EXTINGUISHER SCHEDULE FE -I CARSON CNEO 1C24O9 -R. MPS' 92A TORE), B2 BRACKET, OR APPROVED EQUAL. `. PANT EXPOSED CABINET TO MATCH ADJACENT WALL FE -2 CLEA116U/WD; CAIO81 (1k 10BC. RATIO) 10 POUND CAPACUY PROVIDE SURFACE LOWED SUPPORT BRACKET SIYAAR TO AMSONL1846. C. ALL AAEEXIRtlEOISHERS N ' , �RO"€i CO;UN REEZONES SHALL. BE FE -I AJ. FIRE EXTQVEUTAT ER5 DL PRE PROTECTION DRY - 2 #5 SIN{W L: BE FE -2 .. : '.. 10.4 RMLET'COMPARTM A7O A PARTITIONS slam BE ACRYLIC COATED METAL TOILET QARTT8IONS NDRMM EE TYPE AS MANUFACTURED BY SANYIETAL, RIO. 500NO ENNC+ 'OR- APPROVED EQUAL D URBW.. SCREE55 011ML BE SANYMETO. TYPE Q. JWME AAIFKi mUCR£f OR APPROIMO'OG AL C ATTACHMENTS SCREWS, AyU' BOLTS SHALL 8' Y"`ARYENS.;SPEE1, P4A RR P1t0OR' D HARDWAREE 1ED "MOH -FOL Ot 4 CAST MOT cam 1YPE WH OOP 1681 WLCOW ' -ARIL ®'TURN LOOK )IA(CH;'DOOR SIWAIF MWFI' RLIBBFR.BNAPF,R CAST kLOY''CHRONt./OAD QUAD (OAK ARP 6UMPER, E COLON. OF PMSTERS"UUQRS AND%SC�MS TO ME SEEECTEIL OF RARIREEL "ElfAUAUAARBJFfiCRIROS'SPR :V9s CAIORB.;, ... . A CONFORM. To SAL -51 -30 : FOR : 'corm : ROOMS 'Nat CRIER :REwRzkENTS TOR AFfPEAWE DESIGN �I' . -. • P T'OLET ACCESSORIES 15,016, BE L;ANDF/CTUREB'S STANDARD STAA8.ESS' PROSAIC FXCED' bffi4E NOED,OTHERALoR. G ALL TOALEE'ACCESSO RES TPP. BEADS SCHEDULED BELOW, :OR` APPROVED EOM. 10.6 DSPE?Y SVCTF'M5 - A WIRTEBOARD. TO BE CUROGE SERIES: 4 WITH 5114L0 1R01.'CW SRE PER DRAWNGG PARR. FINISH TO BE 132, ICS MATE TRIM TO BE CLEAR AO - PROYLIRE. SLOCONG. N WALL WHERE' WHDE0DARD'.ER SHOWN OW DRABRT.5. COARERRIACE ROOM ; DISPLAY BOARD SAACL BE CUSTOM WALL HUNG IRA' B, WITH IWIITEBOARD SURFACE AND HINGED . DOORS_ DOORS =fP BE:FACED MTH PAMEIS OR MATCH- FABRIC PANEL - SYSTEM ffARDWAD'. TO WE CONCEALED HINGES AND Si/MASOS STEEL :BLADE -PINE .: . L¢7 LOCKERS AIROFACTURER: PEIIW, LAGER VANGUARD; BAKED ENAMEL ON 51EE4 DURABLE _,'15' WIDE BY TES' DEEP, PROVIDE SIDE RULE AS REQUIRED. : LOCKABLE, :, COLOR: SELECT FROM MANUFACTURER'S STANDARD CMOS. CG-I ',CROWN INTERIORS f162 : CHARCOAL PEBBLEETE - IN LOCATIONS WHERE DURON'TAHICARD PAINT S USED S° CG-2 ACROWN INIERORS #92N OYSTER: GRAY PEBBLERE' TEXTURE - IN LOCATIONS WHERE DILATING 43- 17165.5 USED LW 115 MK R' DURON 101104141 ZOUTONE 0 USED IN SALE. LOCATION, ONE OYSTER GRAY CORNER: GUARD, DMSION- 14 EQUIPMENT it t'SFSYRROY WINDOW 35TH AVE. SOUTH • - - FIRE LANE RERUIRED PARTING < 60. SPACES PAdGNU PROVIDED = 68- SPACES w w Q 0 EDGE O= BLDG. DOCK I _ ® DASHED LINE YDIGAIES _ L CCONSTRUCTION ; S-, I r • l y - 0' 6 SPACES • ='.e• f 2 SPA a • s 9 -0' ' .. . ,------- s 0 SPAS • %0' 'r / • 8..:. .5 .9.0' 6 s , > I I 1 �� - - Z-rr - T + r � c7- k i ;r 3 - 7 7 Ls it;1 KEMIOTE `D FUTURE SIGNAGE TOUR ® SPRINKLER VALVES 0 :S Ifff � 6� �1RE LAVE PROPERTY L /NE I ® DEMO EXIST CURB/LANDSCAPING, REPAVE FOR FIRE LANE, SEE CIVIL DRAWING ® RELOCATE POWER POLE TO LOC. ADJACENT TO EXIST. PIGR. POLE ATTACH GUY WIRE TO RELOCATED POLE. ® FUEL CLEANSING BLDG. © BOLLARDS s 4' O.0 SEE DTL. 9/Al2 VERIFY CLEARANCE WITH ACCESS PNLS. L HAND/CAPPED PARKIAG STALLS, ONE VAN ACCESSIBLE SEE 114412 FOR PLAN ® DEMO CURB $ PLANTING AREA. ® GUARDRAIL - SIM TO DETAIL Il /AL'L BUT NO HANDRAIL le EXIT PATH - 4' W. PERIMETER BORDER 4' U4 45 DEG. DIAGONAL STRIPES e 2'-0' C. ® BICYCLE RACK p ACCESSIBLE ROUTE OF TR4VEL L. (1)2 066400 w - 0 S' STANDARD STEEL FIRE WIT/4 CONCRETE. FAINT F,41C YELLOW LOCATION - DOCKS AND 5WITO-6EAR -41,102804 mfill111.1iffir111101 r/I•f% • Vellf 1111=111i -- ZA% AMA Al3v028¢ NOTE ■ArEER a MEADS AND PD5E2:25 vAR1E5. SEE EN4AS.ED SIAM PLAN5 OFR-, al BEE VESA, LESITE T PLACE LID NON SHRINK I I/2 OD 5TEEL PIPE RAIL5 I 1/2 OD. STEEL RIFE P0515 AT 6'.0 OG I 1 14Apire." p „ DOE. TYP. P 6ECtiONI C') I :// • CAN. 50,_ ID 5ENER TRA6H ENCL a477 Scaler RT.& ABv028t0 SO , -44,0EA,5 =RE EEC,. EEC 0 3O b 4ANDRAIL5 MAY .ROJECT INTO T HE REabIREc 3- :' TAE 5E. 5TEFS SAA_ \O" SHALL No 5S LESS -, 44", 17' KA 5...oFE O R.4 To SE 53 EER CE\A/ rAr TO 5E 4 4' , -,,DRAL5 RRO,./E3 3-,2 - -E RoR WY EWE C SE JO' IW; WOW REa." 2 E AN3 ONE lEEFEDAE00E3 PEaliREIT:, EAC:-• ,30 EWE '4,36 13 SE SO LONG, ExCEFT ROE - AE 5C 7'3" 6 ENLARGED PLAN OF RAJIP LOADIIsa rVQ_C s O ENLARGED STAIR PLAN 0 EQUIP. YD. \ 4'.2 (7, i N ETE ____ C" wALL - / , „„ E ' O . LT5 ■ ', ' / „----- Sa. °LATE AND EYFANSIDN c 6 v. 1,1. DECK. -D TRASH ENCL. a477 3' 3• ,• 3 O ENLARGED STAIR PLAN e EQUIP. YD. eca. ABM:52Di. 4 4IINGE5 ,F_LO TO JA 4' SO 5a. +' _LEO - I GROUT (FAINT RIFE 4' 511_ ANGLE GATE EDGES PIPES ITYPI WELL2EL, TO ,4NIGLE,, FAINT P- 50L1D GAL Z SLIDE BOLT ,REC,REL C, (AD- SCE -30R4A5 TO 5E 34' AECvE ,41 i_E25 7 ONE BET ONO TWE 5 CR THE 724,, _ENLARGED PLAN OP u:AL_ SPACE 0 NOT LESS TAAN OP STAIR TO MPN 2' r 'I I-S -C , 412 A '-S 27 O ENLARGED STAIR 6 ENLARGED STAIR PLAN - CHILLER YD. PLAN - EQUIP. `MD. O IENLAXMED PLAN OP KIEL ZILUNSING 131-DG - a -0' I II =ACE 011 VE5-R.44 SOLOS Ca.,, I ID' giaq CE ca,RSE, adALL5 F 7 PIPE RA/L. ` -7E I -- if,1._-__ 4 r IP _4-- --- 1 ---- 1, — 91-- srnac,c ir ,1, 1F , Ilir al PAta & ' 1 - - — 3 j1 ,SURFACEALOP1.- i rl i Iniarivw10.1NiAlt al ' t I ...•_.... A 1 uta-ktuai sm:17s i l J i; ; i L — .,,(----,---1 il , ' I —, . , 1 1 st.wAcE TO ' — -- ____,,.._• ,p1sc.cw.4cz T L -- 1,_ .._! ACC NO 5CALE 'SE r ® ENLARGED KAN OP WIRY AREA ENLARGED PLAN OP RAMP NORTH SIDE OP SLOG. 12,1s• spy lorrm term:. CE ...dig., SCALE ," = 20' -0" E(LIR1.1" YARD © EAst ELEvATION SCALE: I" = 20' -0" ® mr ELEVATION SCALE: I" 20' -0" ® WUTH ILEYaTION - SCALE: I" 20' -0 ?HT 'Pt 10- • 0 n _ .. _ _� r -- r , f ' i_- _ t ; f\ I f \ t ! rif\ f\ LIS1e f \ v SCALE ," = 20' -0" E(LIR1.1" YARD © EAst ELEvATION SCALE: I" = 20' -0" ® mr ELEVATION SCALE: I" 20' -0" ® WUTH ILEYaTION - SCALE: I" 20' -0 ?HT 'Pt 10- • 0 9I EF:,, 44W : ,::f :i irNma±4i MUM • I ii■i J i ! • j 1 !! • • 0 l • Q : iii i • • • _ I r ; •••••••••••••••••••••••••• ■■■■■iiiii■ iki iiiiiiifi■ ■Biiiiiiii■iiiii■" iii■i ■■i ■ ■ ■■iiiiiiiii ■ ■ ■ ■i ■i ■ ■i:iii■ ■iii ■■ ■iii ■ ■ ■ ■ ■■ii II, l. N!!ii■i■iiiiii ,„ . 0 1 8838 RPU -6 Q FDQ _. RAI-4 WU ENCLOSURE Q GENERAL NOTES L REFER TO DETAIL 5, SHEET A101 FOR TTPISAL PERORATED FLOOR LOCATIONS. 2. ALL AIR HANDLING UNIT F PNY TO BE INSTALLED TGHT TO BUILDING STRUCTURE NO VISIBLE CONDUIT IS ALLOUED (DKEPT SUS OUTS BELOW AIR/ CAP All. STUB OUTS DESIGNED FOR RITU E USE REFER TO MECHANICAL DRAWS FOR PIPING LAYOUT. 3. ALL RAMP LAND,. ELEVATIONS ARE BASED ON AN ACCESS TILE FLOORING ELEVATION OF 30' ABOVE EXISTING FLOOR SLAB, .0. 4. PROVIDE EXIT SIGNS PER WC 108. 5. FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN A MAXIMUM AREA CP 2,500 5F. OF COVERED AREA AND W NN A TRAvEL DISTANCE CP 15' -0' TO EXIINGUSHER 6. WIRE MESH PARTITIONS MTPE ./ ARE PROVIDED AND INSTALLED BY QUER KEY NOTES OI NEW RAISED FLOOR ABOVE CONCRETE SLAB (9 I HOUR EXR CORRIDOR O NOT U.D. 0 FIFE /ANNOTATOR PANEL, vERIFY UTH XX DRAWINGS POR.LA1N 24AMEL UNITEBOARD SPANIN.. RN. FLR TO PN CIELMG, AND FIN. WALL TO FIN. WALL SURFACE =WED F" EI.SIN ENAMEL MARIERBOARD, SEE DET X/ /101 0 MAINTAIN 1/P CLR. AT ALL SIDES BENEIIN CRAGS AND AFT. `✓ 314' FIE RETARDANT TREATED A/C PLYWOOD SPAM. FROM TO. AFT TO RN. GIG, AID FlN. MALL TO FN. WALL TYPE 5 WALL WITH K 0AY.F STUDS. O 3'X3' SHEET'ETAL ANGLE EGA TIP, SEE STRUCTURAL DIIIG5 FOR ANCROWGE AND COORDNATE LOCATION WTH MECHANICAL DUGS, AND DET 2483 AID 5/183 t0 POST 81. W. M.WIT -LAM ROOM CAPACITY IFCR LOUNGE AND BREAKOOM CO'61NED/ OF XXX OCCUPANTS 0 2' GR mMET YARD GENERAL NOTES ALL CONCRETE SLAB SLOPES TO AREA DRAIN TO 15E TV PER FOOT MINMPi, AND 5'.0 SLOPE MAXMI'1, UNO. 2. 3. 4. 5. 6. ALL EXTEROR DOOR LANDINGS TO HAVE A 2% MAX SLOPE FO A LBLTkt. O' MTFE DIRECTION CP TRAVE€ ? W> RERADE OUST ASPHALT AS REQUIRED TO ACHIEVE EL 05. AND M.EVATION BENCHMARKS NOTED. COORDINATE WITH OMER'S SITE GvIL RESTORE EXIST L.MIDSCAPING AND CC.. CURB DAMAGED AS A RESULT OF NEW WORK CONTRACTOR TO vBRIFT ALL SPOT ELEVATIONS IN FIELD. COORONATE LONG HOUSKMPNG PAD DINS. AND LOCATIONS WITH STRUCTURAL car . AND vERIFT e'TPS WITH MECHANICAL AND ELECTRICAL ECUIP. PFR SPECIFICATIONS. YARD KEY NOTES O 071 WALL/ PILASTER SEE STXXGTURAL DIG SXX O HCUSEKEEPMG PAD FOR MECHANICAL ELECTRICAL EGNIP. SEE TA. GENERAL NOTE 6 AND STRUCTURAL DUG SXX OXONC. FILLED PIPE BOLLARD, SEE DET X/AI2 Y4 REMOVEABLE BOLLARD, SEE WALT O SURFACE MOWED FIRE EXTINGUISHER WITHIN FUEL FILTER CAENET. PROVIDE MN 20 -5 RATING FIRE EMMGUISHIERS. OWNER ROOM AND EQUIP ABBREVIATIONS BAS BUILDING AUTOMATION SYSTEM BINS BUILDING MONITORING SYSTEM BOARDS COTIOAL !U PANELS 50-1.0 CO- LOCATION CRAG COMPUTER ROOM AIR coNorr 'NNG WITS D BOARDS DISTRIBUTION SWTHCHBOARD DC PLANT DIRECT GIFfENT PLANT EC ELECTRICAL CLOSET ESP EPO CONTROL PANEL EKG ET'ER'GENCT GENERATOR EFS ELECTRICAL PANEL BOARDS M BOARDS MAN SWRCF®OARD MCC MOTOR CONTROL CENTER iMDF MAIN DISTRIBUTION FRAME MN METFOMEDIA FIBER NETWORK MV SIR MEDIUM VOLTAGE SUITCYGEAR CPS OPERATIONS PAIR PALO ALTO INTERNET EXCHANGE PW POE DISTRIEIITICN WITS POP Sites POINT OF PFEE REP REMOTE FOES R PANEL R'1! ROTARY POWER WIT 516 SUATCHBOARD °.U6 -AR SUB -CR 516 -D DISTRIBBUTION SWTCNBOA D 516 -HA SG6 -M MANN SUITCHE'AARD 51GR 5LATCHGEAR TELCOTT0F TELEPNOTE. MNICATION MAN DISTRIBUTION FRAME UOP WIT CONTROL PANEL UR P WIT ROTARY PANEL lg�� 3 0 4' B' 16' ARCHITECTURE CONSULTANTS D PER'11T ISSUE C lS a REVIEW A 30% REVIEW RBASIONS ISSUE DATE NT i t I e Ae anginal na the ss without the IIOIQC i loI 6!14/00 525/00 514/00 constitute r alsclGetl orporwo�. FIRST FLOOR PLAN AREA 3 DC BATTER! CABIET BATTERY - OR •- _ . :.. RANT .. .._ :. L' FLOOR LOCATIONS. TIlERTO DETAIL O, eTT NO , Iaetypl GAL` ED ALL AIR IIApDLI1JG u EN PIPING TO EE WBTALLF rIGNT Tadl(1:DNG $1R1G1 M VISIELE C NIOIfr 18 ALLOU ECRIb(CEPT 6716 OUTS BELON ATP) CAP ALL 67LQ OR18'peefAN D FOR FURRE. ABMs' PERFORATED iO tEGidtUC/fL DRNUPYz FOR 3. ALL - . RA]•P LANONS ELEVATIONS ARE 134660 0l4 . Art ACCESS TILE ROORMG EC YA11a OF ABOVE E.TRIG FLOOR SLAB, UNO 4. FROV PE Der sae FfRIIBC @....� EXTINSUILSERS SHALL SE LOCATED UITNIN A .. maximal AREA OF 2500 SP. OF COVERED AMR AFC WITNN A TRAAEL DISTANCE CF T6 -o TO . FMNGUIOE14 , 6.. WIRE a'ESH P'ARIITIQJS !Tyre SE, ASE PROIADED U.unauulu+aa 1 A. INSTALLED BT OISER. KGY iNOTE6 0 LEO RAISED FLOOR 2'-6' ABOVE CONCRETE ILAD O I HOUR FMTCORIPIDOR 0 NOT USED. 4 FIRE AMARCIATOR PWEL.. YflRRT WITH XX 0 6LVPALE 11.RED PORCE6A6. TSS*0. r..1415.1., SEE GET 5eiatiii1 0 MARRAN i2' CLR AT ALL SIDES BETWEEN, CRAGS AM AFL . O 374' FRS rermoANT Trer.Araa A/C PLYILOCD SPAFRSJG PROMTO:AFT TO FRL CLG, AND FS/ WALL TO FIL WALL TYPE 6 II/411. UU11a:IS.&AWE STUDS ,e O 9 3903' bEE'PETAL AtaGLE be4.1 - r e £ STRICERY_ DWS5 FOR AN 465 ATV COORDINATE LOCATFX.' c.NANICAL Dues. Are Der 2.4`53 AT15�9i1'63 _ O . POST SIGN' H TTAX1.1 ROOM CAPACITY C OR LOUNGE AND BRSKROOM Co'BREDI .. CF.. OCCUPANTS . . O 2•GRTrEr YARD 1 MOOR ROOM RAID SIP A ariNiATIMO BM - eUp.D11G Auk:tu e.' BY6181 ISMS 6UEDNG MONITORS* SYS/T31 C' BOARDS caw-AL (D FWEL8 . • CO-Lo, CO- LOCATION . GRAN - GCP'PiLIBt ROOM AR CC3D1fIGYR4 lEeTB L' BOANDS DI6TRDITIL41 DC PLAM DREG? Q mitaiRANI' EC ELECTRLCAL CLOSET' ECP EP. cameo_ PAM. EA ESEIYfNDYGBERATOR o , EIREV . ELECTRICAL PANEL: BOARDS T1! OONIDe !*AN °6LL11OiIBOAJID FEPA9 rcc TVF CD CBNIER PLAIND16TRIEUTIG v MAN'D18UTILN fT2ARE hRU hETR MEDIA FIEER NETWORK MV SUGR MENUS! YOL.TKE?SATC'F!CEAR CPS OPERATIONS PAD( PALO ALTO INTERNET IDICHARCE PDU POSER➢I611P$AJTKid INNS POP Sass POSIT OF FRES8CE RPP RETIDTE POSER PASSEL, RFU bur l Wlt actrarecAm SLkG -AR ems.. D6iRteur N SIATQE3043D .... EL 104' -5 3/4 EL 23.48 93 EL 23.46 '4 ,. 6 ° REFER TO DUN+ 42l Ea i000 I§ O ECEIVCO' chy D of nncwiu JUN f 4 2000 PEflHIT CENTER U RE `C? : 6/141 00 10 %:4ZEVIEW - 5125/00 3079; ikEYIEU . "5 /4/00 ... FIRST FLOOR `s'; FLAN AREA -3 E2 CO-LO 3 EQ JYL EQ T 0 0 TELCO/ DATA TIONTTORI. [ PANEL NERA.■ NINSEC " PANEL - EL 1272 3/4 p E c 1 117)1(0o71 . 4.- a r 4 EQ CC BATTERY ORM." RaIRE BATTERY DC PLANT . EQ "L X 44:1 GENIMAI. 140135 * L REIVIR TO DETAIL S, Al0J FOR TYPICAL PERFORATED FLOOR Lock 2. ALL AIR HANDLING WIT PIPINS TO BE ti6TALLEI, , L T41 TO littILDNG STRUCTURE TIO VISIBLE CONDUIT - A,R ALLOUIED-ODOOEPT 6TUSOUT6 SELCIUT AlF.2 CAP , ALL 61110 Ottr6 DERIC.IED Et2RFLITURE uee. REFE12 TO Tr.DIANICAL CRA FORT PIPTNG LAYOUT. - ALL RAMP 1,20610 ELEVATIOTO ARE SASECT - • AN r....86 71LE FLOOR. EI.EVATION OF RV' AS2TvE DORT. FLOOR 91..A13, U140. 6. RIM EXTINGUENERS NOLL-SE LOOMED tURNIN A " M4)0101 AREA oF 25022 SF. OE COvEFED AREA AND WINN A TRAVEL DISTANCE OF 10-0 TO' DOW.0161-1ER b ENE MN TIIARTITIONS (TYPE it, AIRE PROilIDED WNSULT'M • A TALLED BY CURVE KEY NOTE6 0 rea RAISED FLOOR ROME CONCRETE SLAB 0 man NOT USED. EXIT CORRIDOR 0 PRE ANNISICLATOR PATEL VERIFY Uhl L DRAILIME FORMAN •NIFEROARD 0 P2 FLR TO F./ CIELNG, ATV FIN WALL TOM WALL RigF4�P MARNERBOARD, GEE VET X/A101 (7) mARrAIN W ax. A ALL .83 BERM ""--" CRAM AND AK. 0 3/4* FIRE RETARDANT TREATED AD - PLTEDOD EPAR166 FROR TO. AFT TO FN. • Rau TO FM WAIL TITE WALL t1014 GAIRE 0 3)2• NREDIETAL PGLE ROA TTP, SEE eirRucTuRAL DUGS FOWARCROPIAGE RED COORDINATE LOCATION-UM TECRANICA., COWL Alp CET 2Ava ARV 30153 10/ PCOT saw tutn4 MA>:11131 ROOT CAPRI 1 T CF ROO < CACCIPAREN , r aRaimi - Nom ALL CONCRETE aLAR ROPES TO AIR A DRAM TO ' • • , L DIRECTION OF 1P-AVIE- , 5 LENI.ACeN A2% Tv. SLOPE TM NOTED. LL. UT4 CASERSOTE • CCTITIFACTOR TO VERY ALL EpOT ELEVATIONS-Pt • - • COORDINATE CONC. NOUIREEFING P. DIMS.A20 ur.arais iurn4 67RICTURAL arra ma tERFT • YARD ira'r NOTiS "'JOHN W. • rr 4 WATE , • ....t6.1.11PIA8 ERSEE 6176.16RAL HceaFKEErT'A?..;-7:= 8 s , D:77: -A41 EtECTIRCAL L::'TT'N CLOgET 7D7:17"4: .;■ °1 1. 7 ..A. E CO30 00 EPO OSSISM S.;10)10 /11:0/7- ..M.90.4026 MSNRST.ScARP d th i a7eTtel',Z.Oiii,,,, the .ku,/ riancw CCRERCL CISME! , - TVF HAN DIVRISUTIONFRATIE . PEN PE1ROTEDIA FIVER NETILDRK PAIR PALO ALTO INIEIRIET EXCHANC. • FPU PCuee tuonaturral INIT6 • I; POP Rites TVINT OF PRESENCE • 6213-D ORDRIEUTION 601,0630AAD 0.44 •-• L aus riatt arraeoAqo tELCOM,P TELEPROisE COFRNICATION MAN ma/Rearm Rom , WEP WET pOTORY PANEL • ICE?' oF TUKWILA „, 2 JUN 1 4 2000 I ARE RS ASO 'VETIETYSNEETS/AevA023DUE pR00r 00-10 •• • • :•••• • • • -• •,. . lq A 11 11 !-11111-1111,1 t lihilL 1.11! I *121i tmc '_ "' - - [A — — —__— — • E3711 Imo.# . lad - u5`c`I e .� 2 • M ' Eird P11 I . Frz I FIP _ -I TYP ••PL -2 TYP LFF UAFi -2 CPT-4 TTP CPT -3 iTP 413_ , S TART PONT FOR GRID AT \ EL, FM, AND JI6. C4) F00RFLL1 =L TEES CENTERED CN ` NIERSECTIONS CF GRIDS. TRA1 TOE A8 TdOLIIRED TO FIT TIGHT AR» ( T BIM .COLIINPUARING. I y FT - IDICA E8 04ANCIE N FLOORING MATERIAL T TNESNOLD TYPE, SEE PM A92 EAU- PANT _. COLOR'S), AND FNEAL REFER TO GEN HOTS .1 I` ABBREVIA7 0/. BAS • BUMPER 'AUTOMATION SYSTEM =fi EMS 1(31ALDAYS SY5T19'F 804fAS 'CRITIC l>); PATELB : . �C CA -1A .CO:- LOCATION ® ORAL BOARDS DCO'l#oEIAROOtra4 CBOAIAONDITI7NPIG IAOIS, V DEMO' O UTKN INT PL D DC PLAY DF ASffiOT PLANT EC ELEO1R1CAL CLOSET ECP ' E FI GIECT L PANEL. EAi - O Y GENERATOR Tr g a m e ' MAN SIUtCHBOARD M®PA.B P'OF. „pAAN DISTRIDUt1ON ReOO FR4.. , ... . .EIROF£DIA FIBER NEF4GFAC ,' MV SUTiR 'PEDEN VOLTAGE SUOTQOEAR . OPE .OPERATIONS PAtX ' :PALO ALTO NTBANETEXCIWOE PDU •POSER DISTRIBUTIQi WRS POP eat. 'PONY OF PRESENCE REP .:RB1OIE PO.LER PANEL RAU "ROTARY POSER Wit: 8UR EAnOIBOA® SAO-AR d16-CR SFvp Es4 ,'I1tk2Fi BWTCI- 'BOAIPJ .; SUB/1A SA.6-M {Yd.$I GIIATATHIYSAN . C0417 TELEPAAIO R CO NICATION MAN DISTRIBMIONFRA`E LICP UNIT=NIRO. PANEL URP WIT ROTARY PAFF1,' SOLD ACCESS FLOCR PANELS ETS`/4004022F00 - _ - 111FL -I TYR TTLF RT- /0T- REFER TO DLL. A2P RT - (2T- /RT- TRASH e.l �.i L 26604 cr MINERAL NOTES L ALL LLWLLA TO OE FT -I,UN0 2. ALL INTERIM 00DOORB TO BE PANTED PT-6; WO. ALL in DOOR FRMES TO HE PANlT;D A set4.O5 s44 E4, PT to ONO: A ALL AIR FW®I - tka prea To BE NSTALI- ' TIGHT T O 0100000 6 T W C i l m NO YI0 E ODHPNT 18 ALLO0ED (EXC@''T 8'M OIITs A'r'ZCZiR! ALL STUB 00TS DESIRED FORRIIIWSE TO FEOIANICAL PM FOR PIPER L.AYOAif ti + A ALL PAM' LAFDER ELEVATIONS ARE BARED LIB ACCESSTRE FLOOIRIR ELEVATION CF 30'ABCTTE EXBTNG 51:46 UNO. 5. GEtBp& ivies FOR F01101E8 N DMSIOi 9 at DOG A 02. ' 0. ALL GAB TO &000T4 NALL FMIBM 000 T. PARR ALL COLIP'00 TO MATCH ®PECFIC ROOMS GB£RAL PANT COLOR ONO S. PANT PRE •EXTNGOISFERCAB00T TO MATOT ' - 0 ALL PARTITIONS, colas*, At0 EXTERCR WALLS • 10. OEAR CF SUITOF'LATES, COVERFLATES, AND RECEPTACLES SHALL BE.ERTL WO IL ALL CABRET NIERIO00 TO MIRE tE NAE DLO 0. N ROOT FNISH 000D1L03, TIE "AL' FERRO TO CLEAR A0 00O AL:FIR01 ERR E OR DOOR B. NSTAU. VERTICAL ELMS EE•1 AT ALL IVEOR R 6/04/00 5n/a 5/4/00 stt 000VINO TELE: . ', FIRST FLOOR AND FURNISHINGG =PLAN AREA 3 /FT -1 OP81 CUSTOMER ILORC ' L ALL Lo ui TO E Pr -LUNG -� 2. A.L I4 OR FM DOORS TO LE PANFED r1 =6, UN.O. ALL RM.DOORFRAME tO BE PANTED A SEMI-GLOSS ENAMEL, FT -I4 URO. B. ALL AR I.i dDIt.6 PIPING TO BE INSTALLED ° TIGHT TO BUILDING 8THICTIZE. NO VIBIB(E CC DUt 18 ALLOSED,EXCEPT BTUBOUTS BELOSATEFXCAI ALL STUB OUTS DE6V3ED FOR Ft{TREUBE MEN, TO MECNAIIIOAL CA 017FIFER LAYOUT ■ 4. ALL RAMP LAflD60 ELEVATIONS ARE BASED: ON Access TILE FLOORS. ELEVATION GF NIP ABOVE D4161616SLAB,.0. GENfftAL NOTES FOR MESHES N DM6104 S DILE A0]. 8 - ALL GM TO SMOOTH BALL FNIBH MO 1 PANT ALL COLD t$ TO MATCH SPECFIC @COPS GETERA _ PANT COLOR UNO PANT FIRE E 06Gti 81#R CABINET TO MATCH ADJACENT' SURFACE t ALL PARTITTLNB, CO.IFNS, ATV EXTERIOR S14LLE SHALL DIVE RUBBER BABE UNO 10. COLOR BRI COtiEFFLATEe, ARD , RECEPTACLES SHALL BE WHITE 1.11W 11 AU_ CABBET NIERIORR TO BORE MELAMINE WO N ROOM FNUN 60.601-59. 1HE •AL.• REFER. TO , CLEAR ANODE ALBINlt FRAME OR DOOR JOEY NOTES 0 REF# TO DES AST FOR DETAILED KET NOTES O ' NEW ramp R.00R2 -6 ABOVE CONCRETE 0 PIB7JIDE Ec1lLRER TRM TRAMSFfiON PECc •6.115E• FOR MERE TILE ABUTS CARPET - RASH TO BE 8TTAILESS STEEL, REFER TO PET /A 10.' - - LAND CO-LO 1 4- ROOM NAME ROOM WISER FT -1 FLGOR MATERIAL. .'BASE MATERIAL PT-I/2 ' DOORMATS mew REFER TO GIN 'FBJIBH REMA.RTCl6) NOM START PONT.FOR'CEILNG GR AT ER, FA, AND JA6. (4)FOIR FULL CELLNG TILES CENTERED ON NTamBECRCTS OFGRDB. TRM TILE AS REMISED TOT ITRTGHT' OR =COME RIOiFY SDICATES CHATY� R.00RI. MATERIAL ______ THRESHOLD TYPE, SEE DOG A31 ® ' itisa rata ootomm AND FMBµ REFER TO NNW/ ROPUAIZI, ABE VIATIdi4S BAS` BULGNG AUTOMATION BTSTEN BSS- P BOARDS CRI EDILDRSTYT.TOR .5 IRS/B 'C ROAL. (U M&1B - ISSUE DATE - ' CO CO,-LOCATIOId CIFAc CQ'FIRER IiX•t ATRCCNDITICR. UNITS NI drawings ea , s1:4 DIe?REDRC41 BUTaBOARD me cgr. nn DC PLANT INFECT Q IS ENT'PLANT cg r. EC ELECTRICAL CLOSET kilMU[ ihe,.G ECP EPO OOMROL PANEL E/G El,'Cti IBICT GIEERF 4TOR TT BOARDS Kali ea TCFBOARI MBPAJS MDF MAIN DSTRBUTION FRAME MFN METF'C1F'EDIA FIBER REiSGRC MV °5 R MEDIUM VOLTAGE BOTTCRGEAR OPS OF9L5TIOMS PAIN PALO 'ALTO tamer E>tCHNNSE 1: PDU - POSER DI87RBUTTC4 WR8 POP B. PONY CP.PIESENCE RF1P pEtcrrE FCCER PANEL SRI .- I'Omer POSER WIT SI@: -- SS1TfJ.0OA1R0 611.0-0 O!»ITIO4 1 FAFTCi.0OAFD BYB-W1 Bu6H Map/ earrabOA1AO BNIGR 8WlTG6AR, i.. ' TEICCAI, b�r T0l1F`AIi wit cOMRRCLTATEI. WIT.. ROTARY' :/'AREI:.... AacG1{ E'GT`J SEECUR CHECK, e EL. 100' -0'.� EL. 19.00 6' H. W/3/4 SOLD MAPLE WALL CAP STAINED TO MATCH Wv3 � `` 13 � 1133 SLAB FD IN SLAB GT AFT :/1' CLEAR ` ARC:LL\D CRAG - TYPICAL 3' l CPS/ CUSTOMER WOW. AREA C7. ER ER ER FD TN SLAB CO -LO COLO5 CORE DRILL DATA N FOULER FLOOR BOX (51 FULL TILES nIN WALL AND WINDOW MILLION B' -9' 3 FIBER TERMINATION CLOSET 9 FIBER TERMINATION CLOSET A MONITORING- PAW- ...-1 PANT RITTI.rC BATTERY CR DOT" -A^ (bl E.._ 5PA5 5 -0' ' -1' '- 013' -2'3 - i 3' -2' 3 -013' -2 0 _ v MFl AA, PJiiURE RADK9 Iu; EL 98' -l' EL 55 Il 3/4' CHILLER YARD _ Doco- CO -LO 4 ell ■50.1 \' EL 55-11 3/4 WALL AXES WALL AND COLS. WINDOW MULLION WINDOW MULLION L SLEET. VESTIBULE I l i �i BM. ASV: 1142 T161 I'. 1833 183d EL 55 -11 3/4' EL ES. 2% SLOPE EL 1159 EL 18.°9 WALL AND WINDOW MULLION EL. 99'-11 3/4' .t� FLOOR PLAN GENERAL NOTES L ALL AIR HANDLING UNIT PIPING TO BE INSTALLED TIGHT TO BUILDING STRJCTUfE. NO VISIBLE CONDUIT IS ALLOWED (EXCEPT STUB CUTS BELOW AI, CAP ALL STUB CUTS DESIGNED FOR FUTURE USE REFER TO MECHANICAL DRAWING FOR PIPING LAYOUT. 2. ALL RAMP LANDING ELEVATIONS ARE BASED ON AN ACCESS TILE FLOORING ELEVATION OF 30' ABOVE EXISTING FLOOR SLAB, LIND. 3. PROVIDE EXIT SIGNS PER MC 106. 4. FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN A MAXIMUM AREA OF 2509 SF. OF COVERED AREA AND WITHIN A TRAVEL DISTANCE CF 1,0 TO EXT1.11SHER //�� 5. WIRE MESH PARTITIONS (TYPE4L IN CO -LO AREAS FOR CUSTOMERS ARE VIDED AND INSTALLED BY CURER 6. COORDINATE CONCRETE HOUSE KEEPING PADS WITH STRUCTURAL DRAWINGS. VERIFY SITE AND LOCATION OF AL HIOUSI CEEPING PADS WITH MECHANICAL OR ELECTRICAL DRAWINGS. (ALSO REEK TO YARD GENERAL NOTE Ya BELOW, PLOOR PLAN KEY NOTES 0 ALL FLOOR BOXES TO BE CENTERED M ROOMS LIND. WHERE SHOW. CORE DRILL FOR DATA AND _ POWER FLOOR BOXES. O STEEL TUBE COLUMNS FOR RPU MUFFLER AND DAY TANK SUPPORT. REFER TO MECHANICAL AND STRUCTURAL DRAIUINL S. SDAm ATTENUATOR TYPICAL. G FIRc ANR,NCIATOR PANEL O PORCELAIN ENAMEL IWITEBOAUD SPANNING RN. FLR TO FN. CEILING, AHD FIN WALL TO FIN. WALL. SURFACE MCIMED PORCELAIN EIAMEL MAR KERBOAFD. Kt tK TO DEFT 29/Ai01 0 MAINTAIN I/2' CLR AT ALL SIDES BETWEEN CRAGS AND AFT. 0 3/4' FIRE RETARDANT TREATED A/C FLTWV017 SPANNING FROM TOP OF AFT. TO FINISH CEILING AND Fl N)LUJ WALL TO FINISH WALL TYPE (5 WALL WITH V.LAKE STUDS. SHEET TAL AYdE '8 GAUGE TYPICAL. KtFtft TO STRCURAL DUNS FOR ANCHORAGE COORDINATE LOCATION WITH MECHANICAL DRAWINGS, DETAILS 1, M53 AND 1A153 CONCRETE 0.11R3 AND RETAINING WALL REEK TO CIVIL DRAWING CI AND STR1CTLRAL DRAWINGS. 1 GR?PET. Q EDGE CF CANOPY ABOVE 0 3 GE OF AIR INTAKE ABOVE ® DOCK LIGHTS. O 6' HIGH CONt -nt It PAD AT FLOOR MOUNTED ATTENIUATOFb. CONCRETE PAD 15 SHOWN STIPPPLED. I6) OCORDINA" WALL OP 7NIN'G- LEW BACKFLOW DAMFi,R LOCATION RIFER TO PEO-IANUCAL DRAIN.. YARD GENERAL NOTES L ALL CONCRETE SLABS SLOPE TO AAA DRAINS AT 1/8' PER FOOT MINIMUM, 5% SLOPE MAXIMUM, UNO, REFER TO CIVIL DRAWINGS, CI. 2. ALL EXTERIOR DOOR LANDINGS TO HAVE A 2% SLOPE MAXIMUM FOR A LENGTH OF 5' -0' IN TIE DIRECTION OF TRAVEL 3. REGRADE EXIST. ASPHALT AS RELLIRED TO ACHIEVE SLOPES AND ELEVATION BENOLMARGS NOTED. COORDINATE WITH OWNER'S SITE CivIL DRAWINGS, CL 4. RESTORE EXISTING LANDSCAPING AND CONCRETE CURB DAMAGED AS A RESULT OF NEW DORC 5. CONTRACTOR TO VERIFY ALL SPOT ELEVATIONS IN FIELD. 6. COORDINATE CON t,htlt HCUBGEEPING PAD DIMENSIONS AND LOCATIONS WITH STRUCTURAL DRAWINGS. VERIFY SIZES WITH MECHANICAL AND ELECTRICAL EQUIP. MFR SPECIFICATIONS. (ALSO WEIR TO FLOOR PLAN ORAL NOTE *6 ABOVE, YARD KEY NOTES TI CM7 WALL/ PILASTER REFER TO STRUCTURAL DRAWINGS SU AND 51.4 F AFC 21 8/2°_/00 E CCNST. ISSUE l /I7/00 HOUSEKEEPING PAD FOR MECH C. EQUIPMENT. REFER TO YARD GENERAL NOTE (6) AND C FERMI T ISSUE a /I d /Pie STRUCTURAL DLLG S)O C 0% FE'/ W FOFIO i A 30% REVUE IW' 5/4/00 REVISIONS O CONCRETE FILLED PIPE BOLLAR, REFER TO DETAIL 9/A11 74 REMOVABLE BOLLARD. REFER TO DETAIL X/A11 O SURFACE MOUNTED FIRE EMMGUISHER WITHIN FUEL FILTER CABINET. PROVIDE 10 -8 RATING FIRE EMINGUISHERS, MINIMUM. OWNER ROOM AND EGt4IP. ABBREVIATIONS BAS BUILDING- AUTOMATION SYSTEM BINS BUILDING MONITORING SYSTEM 'C' BOARDS CRITICAL PANEL CO -LO CO- LOCATION CRAG COMPUTER ROM AIR CONDITIONING UNIT 'D' BOARDS DISTRIBUTION SWITHGHBOAFD DC PLANT DIRECT CURRENT PLANT EC ELECTRICAL CLOSET ECP EPO CONTROL PANEL E/G EMERGENCY GENERATOR EPB ELECTRICAL PANEL BOARD BOARDS MAIN BLITCHBOARD MBP/LB MCC MOTOR CONTROL CENTER MOP MAN DISTRIBUTION FRAME L-EL METl".O'IEDIA FIBER NETWORK MV BWR MEDIUM VOLTAGE SurrCHGEAR OPS OPERATIONS p , Tiro J�+��.C� s (4 PAX PALO ALTO INTERNET EXCHANGE PDU POKIER DISTRIBUTION UNIT POP SR.. PONT OF PRESENCc IIMMEMMEMMEMOMM RPP REMOTE POWER PANEL RPU ROTARY POWER UNIT .8 yllITC1-BOARD SWB -AR °..LLB -CR JJE -D DISTRIBUTION SWITCHBOARD DRAWING TITLE: FIS5- FL OCR SWB -HA BUB -M MAIN SWITCHBOARD FL AN SUGR SWITC.I.AR TELCOMDF TELEPHONE COMMUNICATION MAIN DISTRIBUTION FRAME UCP .IT CONTROL PANEL URN UNIT ROTARY PANEL. KEY PLAN U TT ® O Pr S BEY CONSULTANTS ARCHiTECTURE ' REGISTERED 1 ' ARCHITECT 1 JOHN W. LANG STATE OF WASHINGTON ISSUE DATE IMINIMENEINIM PROGRESS DATE: FILE: ABOVEE /SHEETS/ABV.=024D,, PLOT: PROJECT NUMBER: 00 DRAWN BY: CHECKED BY: APPROVED BY: AREAL E •, — R E T N5TAL C.CORD LCANGE IT4 VEMICAL , • nalICIMA gtOgR pas mom% railuieep morn '2;4 moie 0 memos SCHUSIE14 ..ERE.111.6" Fltag litousalsnegi,KERse. -0 • * 1'4 - 'BM" rVF Ip . 1411"*D117' „ co c4enta:ee'4!P't'Wn'2'"DllfC":"gg'T'cAreR'Na:a7, °F" CIMAALTaINIEfitertk.4.E pog, serzi.,,,,.„4., 4M4 W e. SIXIBOARP' t ALL 1141.6 2 MJ A c GE 17 1 3 :7 : : 9 44 44 ," g*wt • 1.L F44 efi'LL i193,40 • 10. =Laic, saT To Ilgai*" "° IL ALL " fiTIMIOIRS MONDE CeffeRtilidf. CG- - AT wrceED oks,090113.6•Trn - 0 moat roam cower me ee gorvw pArtifat 147alitg? LO I ROOM $;J Gpt41IAL :( • • J MA 7 . r rni,"6EE17.ft .1411 PANT, CC:SAPP:4 , Tdait OW ' J/6. (Oran FULL ecuo Acmes FLOOR P4151.5 roA1w e& FLOOR PAEL -7 - : . ftsKr • , . oRAwING , • - - - • • PLAN ; • N!34 W8 pwr PPPR E 3 I EU=1:13 I -E=L6 L=1 11;11Y11 7--45 . . . . - IF — r Irr -- r r r conaci ELEC 03 , 02 DI DR CORR EDJIP BYPASS =:1 ; .' . I ED pThs .E r - Co DD., AREA DPS cuSTO-TER earn. tau. MICE° Lic.rr FIX1111RE O PETAL WINTERS O FUEL DEMIST O LC:CATCH OF 04.1.CWAOLE °Fee* OFSGINAL PL. PANEL DEN. EWA. WALL (6141.16TIPPLEDJult FINISH ANO COLOR TO IIATCI4 EXIST- ADJACENT , 6 NIEW atau. urrocrym DESIMIBIDE Cf 0£4.13 AND COLOR TO:KATCH Ewa ADJACENT C.C. UtaLL Ter,c0 am CONSULTANTS rgsriltp; RECE1 GENERAL NOTES ®e Tr, 10P 7TP. c) CAIDLINE B SECTION 0 EAST ELEVATION 60.--:=LE 1 ' = � - 0' EF-4 ® wow ELEVATION " 20 - 0' SOUTH ELEVATION SC .LE- 1° = 20 - 0' ) ( 63 LONGITUDINAL BECTON SCALE- 1' = � - 0' Q' ED ® ® '- SCE!' NOTE O ROWE &IMAGE TOILER • EXIST. P. JOINT TYPICAL - REFER TO DETAIL .14.42 0 PAWED DOSING TILT-UP C.CNCRETE WALL PL 13 TYPICAL PAW COLOR 43 ITVICATIED O C11.1 WALL 0 cru SECURITY WALL REFER TO DETAIL ./Al2 0 AWE.• STOT WM. SYSTEM - EP-3 rrp ORIDLINE D SECTION SCALE: 1' = 20' - 0' 0 ALL,E121 WINDOW SYS11314 GLAZED TYPICAL O NOLL. METAL DOOR TYPAL 0 MIRE alcae. CUT PANEL O rem. R.A..rEn 4WED 0 0 cacierrE FILLED e01.14 1, FE3:ER TO DETAIL )O/Al2 0 EXISTEIG ROCF SCUPPER AT DCILNSPCIIT TYPICAL Y'r ®rT EP EP i6-4Atio i . , I r CO-LO 6 Li TELCO I il !I' re I _ CO-LO 5 , LOU. k 4 "9.1 __, •.,-••■- • E 3 I EU=1:13 I -E=L6 L=1 11;11Y11 7--45 . . . . - IF — r Irr -- r r r conaci ELEC 03 , 02 DI DR CORR EDJIP BYPASS =:1 ; .' . I ED pThs .E r - Co DD., AREA DPS cuSTO-TER earn. tau. MICE° Lic.rr FIX1111RE O PETAL WINTERS O FUEL DEMIST O LC:CATCH OF 04.1.CWAOLE °Fee* OFSGINAL PL. PANEL DEN. EWA. WALL (6141.16TIPPLEDJult FINISH ANO COLOR TO IIATCI4 EXIST- ADJACENT , 6 NIEW atau. urrocrym DESIMIBIDE Cf 0£4.13 AND COLOR TO:KATCH Ewa ADJACENT C.C. UtaLL Ter,c0 am CONSULTANTS rgsriltp; RECE1 GENERAL NOTES ®e Tr, 10P 7TP. c) CAIDLINE B SECTION 0 EAST ELEVATION 60.--:=LE 1 ' = � - 0' EF-4 ® wow ELEVATION " 20 - 0' SOUTH ELEVATION SC .LE- 1° = 20 - 0' ) ( 63 LONGITUDINAL BECTON SCALE- 1' = � - 0' Q' ED ® ® '- SCE!' NOTE O ROWE &IMAGE TOILER • EXIST. P. JOINT TYPICAL - REFER TO DETAIL .14.42 0 PAWED DOSING TILT-UP C.CNCRETE WALL PL 13 TYPICAL PAW COLOR 43 ITVICATIED O C11.1 WALL 0 cru SECURITY WALL REFER TO DETAIL ./Al2 0 AWE.• STOT WM. SYSTEM - EP-3 rrp ORIDLINE D SECTION SCALE: 1' = 20' - 0' 0 ALL,E121 WINDOW SYS11314 GLAZED TYPICAL O NOLL. METAL DOOR TYPAL 0 MIRE alcae. CUT PANEL O rem. R.A..rEn 4WED 0 0 cacierrE FILLED e01.14 1, FE3:ER TO DETAIL )O/Al2 0 EXISTEIG ROCF SCUPPER AT DCILNSPCIIT TYPICAL Y'r ®rT EP EP i6-4Atio . . , „TOP OF OPENING HEW FLAWING OVEN DPIENSIONAL umll 111111111111111110111 1111=4,1 / 1111 HIT • PFERNIBED METAL COF1/4, TYP LAP JOINTS 2x10 IS BUILDING FE, ROOF MEISRAIE CANT FROM 6. RIGID INSULATION PLYILD DIrTENSION POSIT CONTINUOUS P2E1,1 METAL CLIP - INSTALL BEFORE FASCIA BOIPD PLYWO 4. PLATE CORO LL.J. PANEL WALL. F46C14/ COF'Itva 563 let I-32 TOP CF FASCIA TOP CF SLAB EL 104 -6 TOP OF EXISTING SLAB EL 100 SEC7101■1 • CORRIDOR 36046 1/4 $ TOP CF PLYWOOD • EL 12EY-P L • T E 7 2 7 2 pLYWOOD .T IFLYLLOOD • GRID A TOP OF PLTWOOD - SOT. OF 6 TEEL EL 6° LOUvER SECONDARY ERFINKLER REL. COCAIN-T. TAN< WITN EFONT FOS CON GRADE BEAM tuAus I SLAB - SEE snaicniu,_ 1 LP TOP CIF FASCIA E. 71 TOP OF WALL, YARIE9 BOTTOM OF id-T-.1WR ne.-7 CEILNO HEIGHT RAISED R.OGR EL 02 TOP OF et.AB $ EL KW,' R-30 BATT INSULATION W114 '<RAP FAO. 2 LAYERS OF lir TYPE X CAB WIN ?VA EALBS AS VAPOR BARRER 10 001 (i TCP OF ROOF TOP OF CURS SPACE EEILEEN BAT! rf•SULATICit 00 , • ROOF BEATH.* MET BE LESS TL1124 (R-30) MID Nallamori OVER .16TH0. I2 rimuom ENEATIO•erOVIER euipesmo Acos.ercAL•cEsi LOIVL.R Ramer/moot EXISTNG SWARM- SLAB - A u RR,/ EN,ICLOSLIRE 2'4* • erootra scarf nE met enaucitRAL DEO( Nei RADIUSIED PETAL -C24 • , - - LOUVER - ,V; • c_ t1T �� E thedtt.,01.P.O.p*prk cirpofotkn, lnout t=iTa 6 • (6) EMPLOYES RISTROOMS \L_.:/ SCALE /4 = 1 0" b • 13 ( MAK ROOM ANC LOUNGE \ SCALE: 1/4" socuRry OrIECK-N SCALE: 1/4" cr (D LOBBY RIECIFTICNIST DOC ALE: 1/4 6' FLOOR I I SPACE I w..0. 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' '4 ' MIN. 1 It AI . MOW --,.___ Ea 8-4 m B.-94. 6 • (6) EMPLOYES RISTROOMS \L_.:/ SCALE /4 = 1 0" b • 13 ( MAK ROOM ANC LOUNGE \ SCALE: 1/4" socuRry OrIECK-N SCALE: 1/4" cr (D LOBBY RIECIFTICNIST DOC ALE: 1/4 6' FLOOR I I SPACE I w..0. GENERAL NOiti'' . = ' %A REFERS TO Th...1 W ,. .. ,2 TG 4 1 ... _, EE COLOR ii. ..., , WE COLCW6C ULE , , ,., , ' FL - 1Wi'M TG. " IN 6fterCAME •, C.. 113D ID. . GT - I RaVaidtE101•110 'ICE .1 ' ' - -r- ' , • N.gg-ccoR'eczipterecrxdATI6,9-T , - .E. , , 14 . izttic - e utat,L3iii _ eiEEFLO61.2140.1.41 64.7t, ;Ai.)i, ... . 1 '.'4. .. ' ;','' ' ..,-..• ...-, , • ' P.•::■:::' .., .= .."-,,;..; ,., ',.. KE7r401ES ' 1.. ,. Cl A.€ AS ..*tiSPr • • .'' I . , • . • n ..' ... ,-. ' ' ,,,,,, .,.,. Q PANTED C) toop va-egRAiNEL4 iiim ve .iiiiii oz i l is 'ItZ i rtintatoauEs-maFFER'ro:, - ® Low V4 V4 0 Tom N. DeateErap NE611.1ENT - • .. • t lIttEiee, 6CDIT LrAT FIXTI,!g66 0 1,e;taLE " ■■■■•: • • • Rgyekota:r4: rNic . 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' ___i___ =_ii_ _■ =®_ ice ilk __ ®__ U. 1•_8■I_ ®_II■_i_L• 01,307(y 1�FY " MAN FF5StrAIED MAL CEL PECENEO REiI!@J AIR LAY OF�Tp1(W JUN 1.4;` •-7 Uomen's Room l'19 (South Elevation) e , Fixtures for the Disabled Moulting Dimensions SCALE. 1/4" = I1 NOTE SEE FLOOR PIA% FOR ACROL REUSE HORESOWL WCAEORS ft' MIN OOR MOUNIED ILC 56. MIN WALL HaNIED ic Conference Room Si 1 (East) O _Conference Room 180 (East) SCALE. 6 Conference ;Zoom 1% (East) SCA_E = 1-0 DOH 30 MN \::_-7/ Mere6 Room 111 (South Elevation) SCALE ,/4 = -0 ® Janitor Closet H8 (West 4 North) SCALE I/4" FiffOSELAIN ENA•EL 50VE71466 CD Conference Room MO (South) SCALE: 1/4" * (Worth) Lobby/Waiting In (Worth) SCALE: '/4 = I' 0" DEE u 6 EQ SPACES ® Men's Room IT! (North Elevation) K7__I SCALE- 1/4" = 1-0 * Corridor los Drinking Fountain SCALE /4 -0 ALCOvE caNTER © Lange 116 (North) SCALE: /4 P-a" 6 E0 A 1... Lodi:08101s 183 (South) SCALE: /4' = l' -0" EQ r ® Men's Room M Compartment) - SCALE: V4" =1-0" Janitor Closet 118 (East 4 South) scALE. V4" = P-0 CASPER, si it 183 (East) SCALE /4 = -0" (1) Men's Room ITT (East Elevation) SCALE: V4" = t' 141*5_183 kti SCALE: V4" l' -0" AND 4 EC! SPACE& CLR 1RASIRECCLOG 6 +-+‘ ORE)OCK ® Break Room 115 (South) SCALE 1/4" l'-a" :.-14ORECTrir co_ FiERSOSJTOL . KEY Note 0 sAse A goiaitiED C ) PAN= a ® With DIST-/AfID-A1SEFER LISHIPORLOW, ORE FOIS5.5007 6EILIAS • , RANO . 0 X 114 Re:AAL 0 poakfigerciAsri. , _ . - ® Facteeet C) .N4.41-...4L TORA, rdOSSIFF ! fr= ,47 ... 0c* 84 4f' , 4 10 * - : - 1 , EQ pFD .aratif 4 • alne e+ and YLV rb7a 6 111120 21.031014 Ol aaal Ai . ' VelD6IG j . 14-f , . r-------- 1 . ._ .1,. h P 0 :11 -----' .! if' 1=111 .... Ai - 1 - 1ORSURISHICOROGNICII waki . . § a' :-:_ ::: • ,,,_, 1` •-7 Uomen's Room l'19 (South Elevation) e , Fixtures for the Disabled Moulting Dimensions SCALE. 1/4" = I1 NOTE SEE FLOOR PIA% FOR ACROL REUSE HORESOWL WCAEORS ft' MIN OOR MOUNIED ILC 56. MIN WALL HaNIED ic Conference Room Si 1 (East) O _Conference Room 180 (East) SCALE. 6 Conference ;Zoom 1% (East) SCA_E = 1-0 DOH 30 MN \::_-7/ Mere6 Room 111 (South Elevation) SCALE ,/4 = -0 ® Janitor Closet H8 (West 4 North) SCALE I/4" FiffOSELAIN ENA•EL 50VE71466 CD Conference Room MO (South) SCALE: 1/4" * (Worth) Lobby/Waiting In (Worth) SCALE: '/4 = I' 0" DEE u 6 EQ SPACES ® Men's Room IT! (North Elevation) K7__I SCALE- 1/4" = 1-0 * Corridor los Drinking Fountain SCALE /4 -0 ALCOvE caNTER © Lange 116 (North) SCALE: /4 P-a" 6 E0 A 1... Lodi:08101s 183 (South) SCALE: /4' = l' -0" EQ r ® Men's Room M Compartment) - SCALE: V4" =1-0" Janitor Closet 118 (East 4 South) scALE. V4" = P-0 CASPER, si it 183 (East) SCALE /4 = -0" (1) Men's Room ITT (East Elevation) SCALE: V4" = t' 141*5_183 kti SCALE: V4" l' -0" AND 4 EC! SPACE& CLR 1RASIRECCLOG 6 +-+‘ ORE)OCK ® Break Room 115 (South) SCALE 1/4" l'-a" :.-14ORECTrir co_ FiERSOSJTOL . KEY Note 0 sAse A goiaitiED C ) PAN= a ® With DIST-/AfID-A1SEFER LISHIPORLOW, ORE FOIS5.5007 6EILIAS • , RANO . 0 X 114 Re:AAL 0 poakfigerciAsri. , _ . - ® Facteeet C) .N4.41-...4L TORA, rdOSSIFF ! fr= ,47 ... 0c* 84 4f' , 4 10 * - : - 1 , EQ pFD .aratif 4 • alne e+ and YLV rb7a 6 111120 21.031014 Ol aaal Ai VelD6IG j r-------- 1 . ._ .1,. h P 0 :11 -----' .! if' 1=111 .... Ai - 1 - 1ORSURISHICOROGNICII waki . . .110.111.10. NM 11116111111 1` •-7 Uomen's Room l'19 (South Elevation) e , Fixtures for the Disabled Moulting Dimensions SCALE. 1/4" = I1 NOTE SEE FLOOR PIA% FOR ACROL REUSE HORESOWL WCAEORS ft' MIN OOR MOUNIED ILC 56. MIN WALL HaNIED ic Conference Room Si 1 (East) O _Conference Room 180 (East) SCALE. 6 Conference ;Zoom 1% (East) SCA_E = 1-0 DOH 30 MN \::_-7/ Mere6 Room 111 (South Elevation) SCALE ,/4 = -0 ® Janitor Closet H8 (West 4 North) SCALE I/4" FiffOSELAIN ENA•EL 50VE71466 CD Conference Room MO (South) SCALE: 1/4" * (Worth) Lobby/Waiting In (Worth) SCALE: '/4 = I' 0" DEE u 6 EQ SPACES ® Men's Room IT! (North Elevation) K7__I SCALE- 1/4" = 1-0 * Corridor los Drinking Fountain SCALE /4 -0 ALCOvE caNTER © Lange 116 (North) SCALE: /4 P-a" 6 E0 A 1... Lodi:08101s 183 (South) SCALE: /4' = l' -0" EQ r ® Men's Room M Compartment) - SCALE: V4" =1-0" Janitor Closet 118 (East 4 South) scALE. V4" = P-0 CASPER, si it 183 (East) SCALE /4 = -0" (1) Men's Room ITT (East Elevation) SCALE: V4" = t' 141*5_183 kti SCALE: V4" l' -0" AND 4 EC! SPACE& CLR 1RASIRECCLOG 6 +-+‘ ORE)OCK ® Break Room 115 (South) SCALE 1/4" l'-a" :.-14ORECTrir co_ FiERSOSJTOL . KEY Note 0 sAse A goiaitiED C ) PAN= a ® With DIST-/AfID-A1SEFER LISHIPORLOW, ORE FOIS5.5007 6EILIAS • , RANO . 0 X 114 Re:AAL 0 poakfigerciAsri. , _ . - ® Facteeet C) .N4.41-...4L TORA, rdOSSIFF ! fr= ,47 ... 0c* 84 4f' , 4 10 * - : - 1 , EQ pFD .aratif 4 • en • MEM 121 § 1 e hi 11;; gtEg C:F 1 1t 1111 1111.111 !P-1111611Ii4 ;11F1 i511' 1"1 . V I ; I 1 !VI !VI VI !VI !1 !1 !VI 11 h El 11E1 h I II Li 1 . 4 El iih 11 iig Ili ill 1111 !itil !leg HI I; ;II III ;11g 1 1 ,$ io 5 i P 41 ti 1 gi 4 i il i IR IN hl ill u iil i ihah h i- I- I 01 m PI o w Hil ,:` : ! n t4 i ''I ,s Jh Jp1 lh h i111E11 I I ; g11!1 ;t19ii !1 11 ill 4 14 shOi sha hR OM - 0 10 NI !V; !rni LV, AM lit g NUMBER W N N U' � N D Nom' �N 0 1± m -6 aZ FIRE RATING (HOURS) Z i � Z OF C OU Comments 1. 14' -9' UMTNG HEIGHT: IF GREATER THAN 14' -9 ", F :.ACE 1 1/2' COLD ROLLED CHANNEL STIFFENER THROUGH THE SCREW STUD CUT -OUTS. 3 5/8' 16 ' ONE LAYER 5/8' GWB ON N.R. ROOM INTERIOR SIDES LATERAL BRACING AT THIRD POINTS i•� S !y HEAD .0 ,, tr i 1,4 ; 1: : :` T IV' I .i '° ��' •�1 : I : i • � to. , ea " WALL ti ■ ..1 F s!! �Eo EASE DRIVEN AT Comments 1. 14' -9' UMONG HEIGHT: IF GREATER THAN 14' -9', PLACE 1 1/2' COLD ROLLED CHANNEL STIFFENER THROUGH THE SCREW STUD CUT -OUTS. O 6" 16' r TWO LAYERS OF 5/8' GWB ON BOTH SIDES N.R. L_ "Mg ii i V 0 i` ' I� A, i Al Il■ Ji Barr v t I� 1i t11, o p %I I IH/ 1 i T `I ' 1 F 1-�' a i _ a VP GM INSLAHa1AT10N WALL BABE =TO FN19F1 FLAN POLDER DRAT. Fl A AT • OL.MAX 8A 6' 16' SAME AS,EXCEPT WITH R -19 BATT INSULATION N.R. HEAD PLAN ILL Comments 2. 16' -5" UMUING HEIGHT. IF GREATER THAN 16' -5 ", PLACE 1 1/2 COLD ROLLED CHANNEL STIFFENER THROUGH THE SCREW STUD CUT -OUTS. O - 9 - WIRE MESH PARTITION N.R. H I' PAN 111 1 1 I1 II S.U. UALL.EWME -.REFER .TO: 5/8' GWB ON INTERIOR SIDE R -11 FRICTION FIT BATT; INSULATION IN CAVITY. 5/8' TYPE X GWB ON INTERIOR SIDE 0 -11 FRICTION FIT BATT INSULATION IN CAVITY. Comments - 1. 14' -9' SMBRNG HEIGHT. IF GREATER, 71-11N 14' -9', PLATE 1 1/2' COLT,. ROLLED CHANNEL STIFFENER THE SCkSr 1 STUD. C1.'T-OUIS. ... o• 5/8 TYPE X GWB ON INTERIOR SIDE. R -11 :FRICTION FIT BA?T INSULATION IN CAVITY. 16". ONE LAYER OF. 15/32' PLYWOOD ON ONE SIDE. TWO LAYER OF 5/8' TYPED GWB ON BOTH SIDES. REFER TD STRUCTURAL DRAWING ST. 2. 16' -5" LIMITING HEIGHT: IF GREATE'R' 16' -5 PLACE 1 '1/2' COLD ROLLED CHANNEL STIFFEN THROUGH THE SCREW STUD CUT- OUTS:, TWO LAYERS OF 5/8" TYPE X GWB ON BOTH SIDES ONE LAYER OF. 15/32" PLYWOOD ON ONE SIDE ONE LAYER OF 5/8" TTYE X G1l13 ON BOTH SIDES. REFER TO STRUCTURAL; DRAWING ST. SAME AS D( CEPT NSF A'8 STUD r'r 2. 16' -5' LIMITING HEIGHT: IF.GREATER.THAM 1 THROUGH THE SCREW Dm0 GOT OUTS.':' O Comments 3 5/8' 16• ONE LAYER 5/8' GWB ON {BOTH SIDES IT ! 16• ;ONE LAYER 5/8' GWB ON BOTH SIDES EXTEND GWB TO STRUCTURE ON ROOM SIDE WITHOUT FINISH KIUNG SCHEDULED O 3 5/8.1 AT ONE LAYER 5/8' GWB ON , BOTH SIDES EXTEND GWB I : TO STRUCTURE ABOVE ON . ;ROOM SIDE wit i ;FRASH CEIUNG SCHEDULE 3 5 3 5/8" 16" 16' ;SAME AS TYPE EXCEPT N.R. '•.,WITH SOUND 11ISLWATION Comments . 14' -9" LFL6IRIU IRONIC IF GREATER THAN 14' -9 ", PLACE 1 1/2" COLD ROLLED CHANNEL STIFFENER THROUGH THE SCRDY STUD CUT-ORS. 2. 16' -5" UMSING HEIGHT: IF GREATIR THAN 16' -5 PLATE 1 1/2' COD ROLLED CHANNEL STIFFENER THROUGH THE SCREW STUD CUT -OUTS. ONE LAYER OF 5/8' GWB ON BOTH SIDES N.R N.R. N.R. D Z HLL WALL MARE REFER TO FNMH PLAN POLDER ORAN FASTENERS AT OG MAX Partition Schedule E714100 51Zv1�. 5/ N o� KI zm o �_. e 11 Comments 1. 14' -9' UMTNG HEIGHT: IF GREATER THAN 14' -9 ", F :.ACE 1 1/2' COLD ROLLED CHANNEL STIFFENER THROUGH THE SCREW STUD CUT -OUTS. UALL.EWME -.REFER .TO: 5/8' GWB ON INTERIOR SIDE R -11 FRICTION FIT BATT; INSULATION IN CAVITY. 5/8' TYPE X GWB ON INTERIOR SIDE 0 -11 FRICTION FIT BATT INSULATION IN CAVITY. Comments - 1. 14' -9' SMBRNG HEIGHT. IF GREATER, 71-11N 14' -9', PLATE 1 1/2' COLT,. ROLLED CHANNEL STIFFENER THE SCkSr 1 STUD. C1.'T-OUIS. ... o• 5/8 TYPE X GWB ON INTERIOR SIDE. R -11 :FRICTION FIT BA?T INSULATION IN CAVITY. 16". ONE LAYER OF. 15/32' PLYWOOD ON ONE SIDE. TWO LAYER OF 5/8' TYPED GWB ON BOTH SIDES. REFER TD STRUCTURAL DRAWING ST. 2. 16' -5" LIMITING HEIGHT: IF GREATE'R' 16' -5 PLACE 1 '1/2' COLD ROLLED CHANNEL STIFFEN THROUGH THE SCREW STUD CUT- OUTS:, TWO LAYERS OF 5/8" TYPE X GWB ON BOTH SIDES ONE LAYER OF. 15/32" PLYWOOD ON ONE SIDE ONE LAYER OF 5/8" TTYE X G1l13 ON BOTH SIDES. REFER TO STRUCTURAL; DRAWING ST. SAME AS D( CEPT NSF A'8 STUD r'r 2. 16' -5' LIMITING HEIGHT: IF.GREATER.THAM 1 THROUGH THE SCREW Dm0 GOT OUTS.':' O Comments 3 5/8' 16• ONE LAYER 5/8' GWB ON {BOTH SIDES IT ! 16• ;ONE LAYER 5/8' GWB ON BOTH SIDES EXTEND GWB TO STRUCTURE ON ROOM SIDE WITHOUT FINISH KIUNG SCHEDULED O 3 5/8.1 AT ONE LAYER 5/8' GWB ON , BOTH SIDES EXTEND GWB I : TO STRUCTURE ABOVE ON . ;ROOM SIDE wit i ;FRASH CEIUNG SCHEDULE 3 5 3 5/8" 16" 16' ;SAME AS TYPE EXCEPT N.R. '•.,WITH SOUND 11ISLWATION Comments . 14' -9" LFL6IRIU IRONIC IF GREATER THAN 14' -9 ", PLACE 1 1/2" COLD ROLLED CHANNEL STIFFENER THROUGH THE SCRDY STUD CUT-ORS. 2. 16' -5" UMSING HEIGHT: IF GREATIR THAN 16' -5 PLATE 1 1/2' COD ROLLED CHANNEL STIFFENER THROUGH THE SCREW STUD CUT -OUTS. ONE LAYER OF 5/8' GWB ON BOTH SIDES N.R N.R. N.R. D Z HLL WALL MARE REFER TO FNMH PLAN POLDER ORAN FASTENERS AT OG MAX Partition Schedule E714100 51Zv1�. 5/ CEILING: LICsHT FIXTURE Sins 11/2 -0' ABVD323.9 FORM - TYPE BEE FLAN, N -5 RO OF �SSEM$LY Sea. . 3/4'1-0 - 0957 COkieIDOR 50M IT PARTITION Ar MULLION Vr TRRR {R0..D AT 46 DEGREES D• X G. X 5M• PORCELAIN Scala 3A•.1-0 [7) LAYERS NW TYPE 'X GAB OVER 14 721 WIFN IV BATT 1 NAALATION N EETYEER. : 14' VI 20 O.L^ APPLIED TO THE BOTTOM OF 7X4 ROOF REAMING NE(AOILN. N$11LEE4. memoOEILNY 8€ER :TED "-a-ea GBD31 ISE E CC .LIRE AT FAE RATE P EIDTIROFIB SEE PARTTT TYF 5B' 1'ET4. STUD�AAGI SAS!' GYPel1:NALL BOA GF.' ROOM SIDE ALT 16 GAGE DAONAL BRALtIta AT •'-11, OL. r+reraED'6DFrir SEER LECTED CEL:NG PLAN METAY OOR7R.E TRM 1 REVJEU JI 3P�3P'M2E34EuJ 514100.•. NOTES ALL RECESSED FLLIORS5.41 LIGHTING FIXiVREO NSTALLED M T -BAR GEILSG SHALL BE AMACIED TO T -BARS UATYI 4 SELF -74,1. SCREW. 7 AT EACH ETD FOR FIXTURES MOMED ENO -TO -END FASTEN FIXI112E5 TLYETER WfiH 2.8 -37 MACHINE SCREWS RECESS MOUNTED R O/EOCENT FIXTURE RECESSED FIXTURE LIGHT COVE AND HAVER ' BRACKET - REFER 70 SPEC SECT. SW180 CERAMIC MI- TILE LAVATORY SOFFIT Bras 1- Vl'.r -0' GALVANUED SOFT /RCN ORE GA. WITH 4 FULL WRAPS AT T TOP 455 BO TOM, TYPICAL LATERAL BRACNG 02. AT 45' TWO FER RXi1PE LINE CF ULALL BEY00 TE HANGER TIMMS TO TAE AR FIXTURE OR PROVIDE V4' CLOSED EYE- BOLT TYPICAL ABV09 07 5B' GYPSUM WILLSON. EACH BIDE 3 5/8' FETAL STUDS LGHT FIXTURE - SHCUN DASTED !S GAGE BOX HEADER META. CORER T1 EL T -0' E-- DIAGOA. METAL STUD BRACE Mgt TO STRUCTURE (REFER TO STRICT RA- DWYUNGS FOR ADDITIONAL NUO10147IGN THREADED RCP SUPPORT NIT METAL STUD FRAMRG TIE` STEEL (7)V4 X2 LAG BOLTS 346•X3. EYEBOLT (7) V4' BOLTS STANDARD ^MILNG COMPRESSION STRUT 0 3/4' EMT IP TO 6'4 MAX. PEST UP TO 0.0' MAX 1 I/4 Erg UP TO ..-0. MAX 1 ID'S, UP TO 70'-0' MAX §J TI GA U? TO 55'-0' 9 GA RARE OrER 12 0° `4,'�`i 4 GA. SP1.4YAlIYE BRA'Ki N RAE OF RIMER - ./ `. VERGCAL ANGLE 48' , CROSS RNER CEILING: STRUT SOT. I 1/04r -0' VERTICAL F£STRAM COMES/31M POST AT 12'0. IN EACH DIRECTION TTP. AT SUSPENDED CELTGS PER UBC. SECTION 75043 TABLE 25 -A FETAL STUD - SEISM MAN RENTER FLUOFEB@If STRP LAW 5500 FDOUIE (i LAMP SHOW DASHED) 0114 ACRYLIC COVER 6 W GAUGE FETAL STUD BOX LEADER FETAL sma mars. AT GYPSUM WALLBOARD RLMNG META- CORER TRPI cour1D WALL 71LE SUSPENDED T -BAR MILNG RIGID DIAGONAL BRAN. AFE7E REQUIRED EL 40-6' T -BAR CEILNG IA PLYWOOD TO SPAN HEIGHT CF £' UANDOW MODULE, PANT BLACK 5/S GYPSUM SAL BOARD OVER 3 5/6' METAL STIO 50451 G ON ONE 8155E ONLY, TYPICAL F STOFE&%NT SYSTEM EL N- 9' -0' BOTTOM OF SCFP7 FLAT METAL ANGLE CORER CAP VERTICAL BLVD I- 4 (rx NIN I 1/0 LOHBY LIG:Hr COVE Hula I ur.r -AR• a 1/2• CLEAR TOLERANCE CN ALL SIDES CO LAYERS 5/e• TYPE DC G➢IB. ON 15/S' FETAL STUDS ARANO OLD 78 O TO R E EFLACE OM. OF COLL,. DAONAL BRACTS. 70 R3OLF STRICGA7E AT 4'-0' OG EL 1C-6• BO. 7-BAR CEA.FC 3 5/8' FETAL STUD FRAM* PANT PS STAGGERED LIGHT MGM FETAL CORNER TRENT TYPICAL (7) LAYERS V4` RNE RETARDANT TREATED row= CA) LAYERS 50 GYPBtT IGN1. BOARD PANT PS 6• METAL 80060 UUTH 52' GYPYM WALL sassy 4540957 Guam GL6a TAPE NOTL- DO NOT MAKE A P RYSICA- C.RJECIIO4 TOMLLION ALINNM 504E SHAPE CLOSURE � J TYPICl4L SOIr 7 ' 74(PI CF4L HS= Sofa rsr-ar aspens, bran casssute ". c5 en.n Acuc c�Aw atbN� 4 1 HR WALL. PENETRATIONS Sala 3'.1 ABN01252 ELECTRONIC $O4RD — 3/4'. PLYWOOD SIEs1 ATE BLOT xat 3'.r-0. ?' r} #tE4�EUf a "5/25/00 .EVIEUFr ,` 6I -0IOO REFER TO ROOK PLAN FOR PARTMCN TYPE CAILKLNG TYPICAL DOLES E WALL / f-"'£ RENSTA T CONSTRUCTION :144OIR) AT RATED WALLS MEM, TO SPECIFICATIONS, HANDLE I HDIR RATED FIFE EMEJGLUISHER DISNEY rFRArE WITH STIRS AT OFF.. 6 FIRE EXTINC:UISHER CAB. Srt4x ' • I' -O' ABV10321 DIMKTD SHAPED STEEL — T'ESN SEOURED TO STEEL FRAME TO FRONDE BADTUP TO RUTTY IEEFERBC211 SYSTEM ULI030(ISSU SEE PLAN FOR WALL TYPE MAD:RIM (5) PIPES 2 DIAMETER COPPER FIFE OR IT DIAMETER SCHEDULE 5 STEEL POPE OR EFT OR R4'IC NELSON FSP FIRM FUTTr APPLIED TO FILL OFENNGS BETWEEN PET AND STEEL FR/4'E Y• WAGE STEEL AEi ES, TYPICAL OR 0 TO SECURED TO 81.3 UN EELP TAPPNG ECFED3 AND FENDER UMBERS CARPET TILE, SEE FNBHi SCHEDULE d a ad � e p n SCFIOTER TRM - 'SCREE' TILE, SEE F4244 SCHEDULE CONCRETE SLAB EL 0' -0' 4 FIRST FLOOR SLAB WRING BOARD OR 3/4• HIGH MS, FIBERBOARD AT ALL EDGES PRON.. GAUGE SACKER STUDS CP OONTNl0UFWDOD BLOOK54 FOR SUPPORT VS X 4 V4• FLAT FETAL. PLATE PANT TO MATCH COLOR AND RASH OF WRITS. BOARD EL 4' -10 29 SECTION AT WHITE 8Ol4ep SECTION ABVTDW HV14C DUCT AT 1 HOUR W14W1. I HR WALL F'ENETRr4TION 6a46 1-VA••I'- • A131401233 WOOD BASE Sala 6..I -0' FIN IND. SEE FLAN FOR PARTTIO7 TYPE (U LAYER SB• GYPSM WALL BOARD WALL RUSH AS SCiE)19.ED, SEE ROOM FNISH SOEDILE WOOD BASE STRUCTURE CEALANT UVU1 CONSTRICTED PER PLAN CAiILK BOTH ODES HOLLOW METAL DOOR FRAME GAY¢ FETAL SIDS AT HEAD, JAMB AND SILL, TYPICAL FOLLOW FETAL DOOR PER PLAN I -RCUR RATED WALL 5/e' GTPRFI WALL BOARD ON FETAL STIRS STEEL SUPPORT ANGLES SHEET FETAL SCREW RECTANGULAR DUCT SI RITE BARRIER CP25 CAULK PRE RATED GYPLWM WALL ASSEMBLY PER UL PESIG N SEE WALL TYPES FETAL STUDS 31I FIRE BARRED CP 25 CAULK N NNLAS SPACE, LL • UJ001 (FOWTBA.Y NO. 141) SEE TABLE BELOW LEFT PIPE OR LORCUIT SEE TABLE BELOW LEFT DAY TYPE 7G GYPSUM WALL BOND PPE OR CONDUIT -NOM U• DIA (OR SMALLER) SCHEME E 10 (OR HEAVER) STEEL PIPE NOL S• DIA (OR SMALLER) STETS =SL/M; R CM 4• DIA (OR SMAWR, STEEL ELECTRICAL rETALLIO TUBING OR TYPE L. (OR IEAORR) COPPER TUBING OR NOM. I' MA (OR DIALLER) FLDT.E STEEL CONDUIT. MAX PPE ANLAR F OR cat= SPACE, RATNG. R4TNG, DIA N. EL HR HR 0 TO 3. I0R2 0.,I0R2 V4TOV1 3084 3084 O TO V4 I OR 2 V4 TO10 3OR4 O 3. TO 3/5 ICR2 O \ S er 3.r-0 A 801151 BUMPER PROTECTED WALL PREPRINTED WALL PATEL. SP HIGH ELL BUFFER GUARD RIBBER 848E RASED FLOOR f 0242E1E SLAB DOME STUDS AT JMHS ONLY SUS' GYPSM AW-LBOARD CC8 LE PANTAB CAULKS. FEES AT ERRE HOJAO FETAL PRATE GL SS STOP (AF'PL® AT ROLM SIDE, TYPICAL) GLADEr umciow HEAD /JAMS wif rvw r�r�rO JAMS 8a1a 3•.rc 5004 NOLL FETAL FRAM 5 PETAL STUD LEVEL 3.BILLET RESISTANT PI-AN . - SECURITY -ROOM 85I0 3•.r -d AIRIIC23 FILL VOID OR CAVITY? MATERIALS TRAP ETRP VP NIO I. STISSEC@IT EL`ASTOSEMO MATERIAL FACED OFE SIDE WTI ALMPESTFOIL' CABLE BUSTLE .' PIl YOD OR CAYRY MATEUI[S NIIYE8r9fi BEET RIGD' AJMNIM FOIE FACED'5ATT4' STEEL SWEET BACKER OATH MSISIM V4• DIAX 2 V4• LONG STEEL SCREE 115114 MN I V4• DIA STEEL PE'DER 2 HR WALL I:ENET;241'10� ?.1 erala .r -0• ..+17123'4 K2. a a d Sc416 3•.r -e' - Ul4l.L A555TB r- FRE RATED GYPSM WALL ASSEMBLY. SEW (2) LITERS S/E 1155 ' awa. ON EACH NOE OF FETAL 51W5 FILL VOID OR CAVITY MATERIALS CA5J5 OR PUTTY FOR STEEL CABLE TRAY WALL AT EXTERIOR. WINDOW LIGHT COVE -. SUSPENDED CEILING SYSTEM EL. 9'-C. T -BAR CELSB LEVEL 3 BULLET- IEES5TAR1 BULLET 1R70F & Aim SECURITY ROOM COUNT ` R 84545 I Vl .4- r a TESTES! l3 ■ SHOWER ROOM BENCH ACUISTIC 51918.At1CN WERE NO ES INCLUDES NS'J_ATION IN PARITTI. SPACE. ABOVE P4.RBTIONAFD BEYOND Val SDE. CP'PA7IIITION' PARTITION.' HE14 8416 3.:1-110 -.. PA/Or/110N CU EIV JUpi,t 4, pETjNIi.GENiEF, Carparatbn- aiscIzs 0 .71"7 EARWALL -, SCHEDULE REF ICBO REPORT NO "4144 MARK SHEATHING OUTSIDE FACE 0.100in DIA FASTENERS - - EA SIDE OF DOOR JAMBS ( 600XC16 16. 16 STUDS I • . MIN. D S' SPACING CONNECTION THRU BASE R TO CONCR. SLAB HILT? 0.177'1 - SPA TER SPACING FAS EMBED i¢ CAPACITY (plf) SPACING AT PANEL EDGES (BLOCK FULLY) SPACING AT . INTERMEDIATE. SUPPORTS O 15/32' CDX PLYWOOD 2 "o /c 12 "oc SIMPSON S /HD8 w/ G Y "O HILT HY150 - EPDXY BOLT -EMBED 8" 16 " 0%o 8 "oc - 555 OB 15/32" CDX PLYWOOD 3 ° o /c .. 12"oc - SIMPSON S /HD8 w/ . s ' /' HILTI HY150 CH., BOLT(FNBED 8 ") 16'A /c 8'oc 435 (680 &IAMBS) ROOF RE- NAILING SCHEDULE MARK CONTINUOUS PLYWOOD EDGES OTHER EDGES Mfg:: ADD 2 ROWS led A 4 "oc I I NONE Q/ ADD 1 ROW 104 0 6 "oc NONE EE NOTE 0 2 DFSY N CODE' Nc) C N ADS .ApAI ONO. -Coda (Editlon'/N4Ne) 1987 LMiferm BUIl4An 1Csse 'F .`Cdda,sDGp55Mot & Odt Nato Fsaential EasAitty 3,. DESIGN LOADS N. 4R/of Lh' Coed See Snot Laotl -- ' b - StWDYaad 'B,asc ground: DGs Ioa3 _ 25 0 psf .' t Basic too: f qod 5. 0 af. - - I factor t, 15 s e x p o s ure "fattot - Or iTti c S eia5 s i!o11e 3 . soo rto*s D - t o r T.25 5. N w = NA43 0 '` Mech," &- RsfrlgDI - OUDn unit load - will b p:c ,HI tNie .poieft of 'the unite 4 ron I nto the H W system: d.W Load Basic trod sp 6.0c 0 (mp Is poFMr e B ... . !1 {xs't ance faat$P 1.55. ';, Colloteral Yoatle we not 1n Ju in'upti 4palgn e. Dead -taods 20l.Psf. : " f: Special.;LASH, The following sPectat -) ds are t -pe considered .t'.: Mschonical� equipment re on roof.. - • -:� Sryri1#ler lines, canopy 8 other relations aslnoted on I structural drawings. OUINON I N DA ACCORDANCE-WITH SOILS F)EPART B Y; EARTH CONSULTANTS, INC: EMBED 8" TIP D IAMETER %PRESERVATIVE PRESSIWRE,TREATED DOUGLAS FIR PILES -IN BEARING LAYERS T0: PROVIDE CAPACITIES INDICATED ON PLAN 30 TON (U.N:O). EB CDNENT PER SOILS ENGINEERS RECOMIEWATIONS, SEE SOI1.5 REPORT. PILE CAPACITIES DO NCR - _.ItGtxw EFFECT OF DOWARAG OLE TO FILL. SOILS ENGINEER WILL INSPECT THE INSTAULAT1 1TE PILING AND WILL itAKE-FINAL RECOMMENDATIONS. ON ENBEDIQJT AFTER REVIEWI FILL 5181MIT.PILING RECORDS TO ENGINEERS NORTHWEST AND BUILDING' DEP ARTNGIRJ PRFPARERTE PER SOILS ENGINEER'S RECOAOEIIATISNS f'c = 4000 PSI 5-1/2 SACKS MINIMIAI CENENT PER CUBIC YARD. FOR ALL CONCRETE L .. FOR. J F'a- 3000 PSI'. 5 SACKS MINIMUM CEMENT -PER C UBIC YARD FOR ALL OTHER . EP AM USE HIf.>r. E TYPE. [ I1 C,EIENT PER SOILS REPORT. - ULTIMATE. STRENGTH WI .MATERIALS RIBEL O USED MIXING AND PLACING OF ALL CONCRETE AND SELECx ION VOG TERIALS SHU4_L€9Ei FN f ACCDRf ICENOTH :TIE Ad L-CGDE 31B..PR W RON(NG OF E AGxEGATE TO CEMENT, iCf. BE SUCH AS, TO PRQEUCE A TENSE WRCABLE MTX WTTNTI4'1 MAXIMUM SLUE (UNLESS ; OPMPLASTICTWERSDRE USED) *TH. CAI4?BE D WT IONS SE0 TON•OR.EX FREE - SURFA ATER. FOEADMITNS,,SEE I FI IS I0 E ATBWATER/ CEI,'ENT RATIO AF ' CHAMFFR I AEL EXPOSED EDGES; .IRLESS AOLESS BEICATEO'DI ZO RONlU O <C T T WI H 3 TO AI.R B YS VR �IR LINNI �R - RAT - TO R:K M S D GEE: T - IV CENEN[. WERE SOILS - . "WATER ,ELUBLE SULFATE - EXCEEDS 0.20 PERCENT BY I.rAGO ND WATER TO CONCRETE AT SITE,. IF INCf ASEO WDPoCABILITX+ „ FIDE 'IS:REQUIRED, CONTRACTOR I-S :TO" `A MIX DESIGN THAT WILL;; ALLOW TIE :AD `DES A FIXED NNIUNT WATER IWONGONG AGENT OR A FIRED AMOUNT OF; SUPER- PLASTICN AT - 1 TIE CONCRETE - PLAN., DO NOT tSE FTIY, ASH IN , CONCRETE FOR THIS PROJECT. AOl 556R, .FERl I5 TO FOLLOWED FOR COLD' YEAT}ER' CONCRETING ? - TESTING LAB MAST APPROVE, tOE. CONTRACTORS ME;IH00 OF COIPLToNCE ANDI:CERTIFY TIELR APPROVAL WIN EACH GONG TEST CYLINDER: THEY CAST. TESTING LAB TErNITTISY THE ARCHITECT IMEDIATEI" STRUCTURAL STl EEL Al 1D IRSC:ELL*NEOUS STEEL ALL VOli% IN ACCORDANCE WITH 'RISC SPECIFICATION FOR THE DESIGN, F ABRIGAT1ON AN ER OF STRUCTURAL STEEL FOR BUILDINGS', +AND,, TIE 'CODE.OF STANDARD' • PRACTICE - - STRUCTIRAt-STEEL SHALL' CONFORM TO RE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 - ((Fy=36.000 PSI TIME PLUMS - ASTN A-500, GR.AOE B (Fy- 46.000 PSI YELDlDliEAD STUDS A5 A -10B (Fy=55,000 - ;PSI MAGLINE.BILTS - ASTM A -307 5104 STRENGTH BOLTS AS :A -325TH' ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MEZZANINES AIM AST' TON . =Y" CONNECTIONS - REARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. -CONNECTIONS ST . ARE NON - SLIP - CRITICAL AND BOLTS NEED BE TIGHTENED 'SMUG TIGHT ONLY PROVIDE 3-25 _TS IN AcdoRDAIOE HYDRATED LITE PAO DAP LOOSE AGGREGATE NOT LESS THAN 2 -1/4' NOR MORE THAN 3 TIES THE STAN OF 'TIE VOLUME OF C"-AF34T' AND LIME USED. FILL ALL CELLS 00NTAINING E REINFORCING AND W E 'NOTED WITH U GROUT - MIN. STRENGTH. 2000 PSI. SE = COARSE GROUT. - CALVARIES GEAR CELL EXCEEDS 3'X3'. CLEMIOUTS RED'O.:FOR GROUT'PORS OVER. 5 0` LIP TYP- 5- 3 "WALL REINrORCIN G 48 BAR- DIAMETERS. "ALL ND CONNECTIONS A BOLTS 5HDWIt EMBEDDED IN MASONRY ARE TO BE INSTALLED BY TIE MASONS DUWRiNG THE CONSTRUCTION OF TIE WALL CR PIER. PROVIDE CORNER BARS, TO MATCH ALL HORIZONTAL. REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY - UP. FRAMING GRADES STRESSES AIN, L CONFORM WITH 'WESTERN LUMBER GRADING RULES 91` WVk'A OR ED _ STANDA ND 17 GRADING' RUES FOR COAST LUMBER", 1991, WCLB A 1. LUBER UNLESS UNLESS UNITED OTHERWISE. USE THE FOLLOWING; SPECIES VISUALLY " D- O1N iON �LUBER (2' TO 4" THICK - . BY 2 3 WIDER) STOWS JOISTS - D TYPICAL - . 0000 FIR SILOS :- WERE DOUG FIR DOUG: FIR IN JOISTS S' RAF ,3ER S - WERE. NOTED DOUG +FIR PLATES. A LEDGERS 0000 FIR BEANS 8 FADERS' - - TYPICAL; .. DOUG FIR VISUALLY GRADED T (5'X5" b URGER) BEAUS A STRINGERS {WIDTH MORE THAN 2 OF DOUG FIR ;I - 1350 PSI POSTS 0 TIMBERS (WIDTH 2 OR LESS OF THICKNESS) DOUG FIR 61 1200 PSI D SE BOLT HEADS M NITS BEARING AGAINST WOOD SHALL B PROVIDED WITH STANDARD WT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED - WITH :APPROPRIATE SIZE FACTORS. ALL W000 IN CONTACT WITH CONCRETE OR MASONRY SWILL BE PRESERVATIVE TREATED USE STMIARO- LENGTH CONNOR NAILS CONFORMING WITH FEDERAL SPECIFICATION FF40- OR WI ALL' NAILING EXCEPT EfE:.4ORTIR NAILS PROVIDE-TIE REQUIRED - ',PEHETRATION IN r PLYWOOD DIM •PRIVIES MIN. NAILING PER UBE TABLE - 23 -14 -t UNLESS- NOTED OTHERWISE. ALL" HANGERS . ,TIES. MD, CONNECTORS ARE. SI OTTER MANUFACTURERS MANUFACTURERS WIN 1.13 APPROVED LOAD CAPACFTIES- EQUTAI TO UI::OREATER THAN THAT SPEGIPIED'NAY 8E-115FD: - NAIL ALL' HOLE5 WITH NNAAILS AS SPECIFIED BY • MAMIFACTORER ' NO-TIMES '. IN ANY STRUCTLEAL FR ANLNG WI TriouT ENGINEERS APPROVAL 5XEPT NAT I -INCH DINETER HOLES IUY BEE DRILLED '1N 2X 5TUD5`AWl T - -NH- FRIIE'.. THAN ONE HOLE EVERY' 6 -WOES. _ . OLi!- W000'IINOBERS GLO- LANI CONFORMING'WITH ANSI /AITC AlROsI '1 LI'"NABJE RBS. C WLICAN NATIONAL 'STANDARD- M DARD"FOR R WOOD PRODUCTS- STRUCTURAL GLUED LAW /��pN10.ATED" SO,IB¢RT AND IN ACCORDANCE WITH NER -486,` USE OOQBINATIOH EW$24F V4 (OF/DF)'t'p� FAN ISQ': -PSI FOR.SINPLE SPAN BEANS .WD. CONBOR'iATFON,5H524F V8 ), t55o2 0 '::FV$„ 190•."051 FOR'CMITILEVERER•S,ERBS BOTT.DMI LMI 70.6E FREE OF UN > (IOTSrCM?GER•THAN: T/2 DIAMETER MATERIAL MAST INEU CROW AN ' APPR9YE0 tCATOR ALL GLtt -LAM BEA115 S11AI.L�. ; SH1G MD TIGHT IN THEIR CONIECTO H5 'DEVELOP FULL. NEARING -AS {INDICl�TED PR(TDO'E AITC OR APA -EWS ST OW 24 AND SUBWNT ACRE BE APA EW$ FI CERTICATE , AnHSSWE 5-3£ A COVER TO MAIN REINFOR(EMETHT TD BE: BOTTOM'. OF FOOTINGS..- ...... . " ..:..........3; INCHES' FORMED SURFACES. :HEATHER S. EARTH FACE 1 -1/2. INCHES .INTERIOR. FACE 3/4 INCHES REIFOR{It3 STEEL- WELDNCI USE ASIA A706 GRACE-50 CYy = psi ) FOR ANY REINFORCING' THAT IS°'TO BE MASOPIR'f. WELDED: FOLLOW PROCEDURES OF ANSI /AWS 01.4 -92. "STRU CSERAL WELDING'CODE RENFORCING STEEL USE EBOXX - LON HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS Aa : f (R #.3. - DO NOT WELL' REINFORCING IF. TEIIPERATURE'IS BELOW 32 DEGREES FAMWW{EET. - MAINTAIN - -A MINIMUM PREHEAT AND INTERPOSE TEMPERATURE OF'S0- DECREES FAF#NNE1T FOR NO. 7 THROUGH NO.11 BARS. DO NOT ",HELD. PD. 14 AND ` Da NOT VELD WITHIN 3- INCHES ON BERGS.- LET BARS COOL NATURALLY - TO emeteNT: TEDQERATlXE'AFTER WELDING: DO NOT:IAVENCH. USE :CERTIFIED WELDERS : PROVIDE NS ES. SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICAT , - ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED' PER ASTM A615, GRADE ea (F 50,000 P si)' LAP CONTIHOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -I0 ' . . MINIMLY.NWL_ESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR + CONCRETE ALL HORIZONTAL REIVORCENENT. DETAIL STEEL" IN: ACCORDANCE_ WITH 'ACE MM$JHL OF . G >A;4CNO R STANDARD_PRACTICE OF IETAI LING - REINFORCED CONCRETE STRUIITIVES ". 'WELDED WIRE . FABRIC (WWF) TO CO TO ' _ .. _ CONFORM WITH ASTN A165. REINFORCING HOOKS NNWLY:, WtTH WELDI.NG:, - Y t.. - ?,a1sOW a -.W SEE NOTE � . T 24' 12' - SEE NOTE 01 • 23' -0" : 16' ROOF RE- NAILING PLAN l BLOCK ALL PLYWOOD EDGES w /16GA TRACK Mane.) 2. SEE SECT" H -4 "1. FOR END UAL. DETAIL USE 10d COMMON (0.145'1x24" MIN. LEDGER) RENAL DRAG/SHEAR WALL LO DONS AS 0.015 PLAN w/ 2 WS 10d O 4'. (STAGGER N.T.S. ON NAILING Dip 16• b #1612 ft WASHERS AT .OUTER. PL YS WIN SLOTtED HOLES. - INSFALL A- S N WITH 'SPECIFICATION FOR STRUCTURAL- JOINTS' LOING ASTN A.325 OR,A490 BOLTS " ( 11/ 13/ 85 ).- ". PROVIDE :MINIMUM :EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS.,` '" ` NG TO CONFORM 011174 AWS 111.1 , CODE FOR WELDING IN BUILDING TIBOTIO . °ADS NOT SPECIFIED SHNL SE 1 /4", COMITILWtUS FILL ET ' ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX- ELECTRODES' -FOR MANUAL §TTELDED` 1ETAL 4RC NEEDING OR EQUAL ELECTRODES. 'WIDREAD STUDS (WHS)'ORE TO BE,MACHINE_ WEIOED•WITH PROPER EDUIPAENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANI2ED ,j; M6SORRY REINFORCED HOLLOW UNIT MASONRY WITH SPECIAL INSPECTION. REQUIRED, F'1n= PSI. USE GRADE - "N'- HOLLOW .LOAD-BEARING CONCRETE MASONRY UNITS CONFORMING-TVA/BC STD.•, SEE SHEET S -6.1 I I (ELEVATION) T.S. 10x10xi 18" 0 PILASTER r_, r -1 TEMPORARY SHORING COLS. LOCATION ?.S. tOx + Oxi, } "0 PILASTER i' I I I rT-71 TEMPORARY SHORING COLS. LOCATION r1 IT-1 r.- 7 r'l r — a 1 i rY i ' ;, I�;! It,! REPLACE COr. WOOD L 'CO w /HSS -- &fix TEMPORARY SHORING COLS. LOCATION Hsi t1- IT-71 1..1 1.-'1 1 „1 1,1 1, Ir,1 L_"__ L'_J 1 1- r. 1 rr1 r l I "I i "I . , I I I "I I " i^1 � / \ t t _ t' !"I 1,-.1 I 1 i „! I ,I a r 1 t 1 , - , 1 l{lTECTURE P N Y 52' -0 7 i J J ti T.S. PER ELEV. SHEET 6.3 (10 TOTAL) PER ARCH. 18` 0 r,.; . . T.S. 10x1Ox$ 18” 0 PILASTER r -1 " I TEMPORARY SHORI COLS LOCA E-7 I ul r F 1 5 V 6" SLAB -ON -GRADE w/ #'4 ® 18 "o /c EA WAY 0 LL OF SLAB. CHAR UP 3 -O"o /c EA WAY TOP OF SLAB ABOVE T EXIST. 'O OF lE1.Ety 0• -0 1 + 4' -6°�. 10•_0 r. \7) (6 SHEAR ALL PLUMBING TRENCH FER SECT. B -4.1 I 7 IT �-- - - E %ISTfNG 9+ TC STAB fc 3 CONCRETE ai 3OTON fy = 60,000psf ON CAP. WOOD ?ICES. r.� U \._ __ a rc SHEARWAI -LS 1 1 ,11-, r., L ---r SEE ELEV. SHEET S6.3 FIBER TP,EN - pLUNBING TRENCH VFY- PER ARCH. FE'r. SECT. 8 -4.1 KEY PLAN PARTIAL FOUNDATION VERIFY ALL DIMENSIONS PER ARCHITECT PRIOR TO DEMOLITION:: VERIFY _TRENCH LOCATIONS PER "ARCH. TOP OF EXISTING PILE SUPPORTED STRUCTURAL SLAB IS REF. TOP OF NEW GRADE BEAMS NOTED THUS ( TOP OF NEW WEARING COURS STAB - ' GRID ®- 15 SEE 57.7' FOR WOOD SHEAR WALL SCHEDULE 1+4 ARCHITECTURE JUN 1 4 211110 S13 . SIA / P.FC t!'3 DRA wttt'[�AE FOUIVDATI(7M CITY OF TUKWIFI - � �f�jl PROGRESS ;DATE' 5 -1J • FTLEL • ABOVENETIRtET3fNCT- 913- FDN 000d9 eDt, " ? PROJEdP•NUU8Sk. • .0b045 . DRAWN BY. S.',/. CHECKED BY: '.. DAN LAK r 17,71 r,- ! ! ! I``1 1- 1 ,1 I,-,1 0 +/ = - 1 _ f ' _, t i;,i r,i I -,i KEY, PARTIAL F UNDATION P i VERIFY ALL DIMENSIONS PER ARCHRE^t `PRNNt TO DEMOLITION 2 VERIFY TRENCH- LQCAtIDN$'PER AROH " 3 TOP OF EXISTING C£ SUPPORTED URAL SLAB IS REF EW4 4 TOP NEW G EAO THUS OF. NEW GRADE 6NOTED THUS t 5 TOP OF N W RING COURSE GRIf3 6. FOR SEE S7 1'FOR ; ,WOOD 511545 YSLL LL S S CHEDU r ; :: r;-; r .; 1 KEY PLAN PARTIAL FOUNDATION P NOTES; 1. VERIFY ALL .DIMENSIONS - -: PER ARCHRECT PRIOR TO D MOLTIION • 2. VERIFY TRENCH LOCATIONS - PER ARC. - 3. TOP pF EXISTING PILE SUPPORTED STRUCTURAL SUO IS REF ELEV:I O 4. TOP OF NEW GRADE BEAMS NOTED THUS 5. TOP OE NEVI : WEARING CO SIAS 6. SEE 01.1 FOR 0000 'SHEAR WALL SCr1 .8j 1 D -5.2 W18x35 ❑ KEY PLAN W18x35 EE =5.2 W18x35 tE-5.2 D .2 W18x35 (LOUVRE PENT. HOUSE FREAMING PLAN NOTES, 1.) SEE ARCH. FOR ELEVATIONS. 06x8.2 RIBS 6' -0`o /c RADIUS PER PP.CHITECT VERCO G90 GA, 38gc. HSB DECK g a PUDCLE WELDS e.; VALLEY & 12 ° c /c SIDE SUPPORTS °ITT® i52.1 52.2E 62.4 9 ) 8 14X6 4X6 4X6 4X6 4X6 X6 J DO EXIST. 6ix34 2 -0 ° o /c W25x44 EXIST. 6x34} RTU -5 20001b ' - t o' RTU -6 200016 1.) ROOF ELEVATIONS SHOWN THUS -.7 ARE TO TOP OF FRAMING ABOVE TOP OF EXISTING SLAB (REF. ELEV. IO" 01) 2.) ROOF JOIST MFGR. TO- .REVIEW - MECHANICAL UNT PLACEMENT WRH CONTRACTOR /ARCHITECT ADD SUPPUMENTAL JOISTS AS REQ D. - 3. ADDED W.F. BEAMS SPAN CONTINUOUS TO NEW T.S. COLUMNS. 4 SEE S1.0 FOR ROOF. RENNUNG SCHEDULE._ RN -3 24001E 57'1 1 12x26 EXIST. 6 }x27 CONSULT 8-2 6 --�._T. BLI?G DEPT, - . (n2 /r -_ da.m,SNT._ ntergfaitiEL JUN 942000 PER411T CENTER G -5.1 PQOGRESS DATE: - FILE. iAPIOYBET51 &ET8/NEf S3- PLAN.EO049 i - PLOP, PROJECT NUMBER ". 7°45 - - - - ---- -CHECJiED fit .. DAN LA.�' -.c APPROVED BY: C -5.2 L' COX PLYWOOD / 10E 06 EDGES- & 12 o/c FIELD — 4 C -5.2 2 cJ ,._ PER ARCH. ,S14.45111 nror NIP CH{TECTU; E ST. 6x31 416x35 EXIST. 4x3177 EXIST. 6ix30 412,6 57' 1I' W1.26 EXIST. +.28i EF. 5001b. 570'_7^ RTU -8 145015 •00 NE1118IR '.` ate BY S. CHECKED. B0 I M Ia4KE E 0 -5.1 rG - 5.1 EF 50011, W18x35 EXIST. 6 }x30 EX 5 I1 • DO DO DO DO DO EF 50015 0 EF 5001 / 6p 5 .1 TYP /\ W 2x26 EXIST. 6ix2Si DO DO DO W1 2x25 EXIST. 6 1x30 EF 50015 EF_ 5001 J,L RTU -7 100015 it PARTIAL ROOF FRAMING PLAN 17 1.) ROOF ELEVATIONS SHOWN THUSf ' - "] ARE TO TOP OF FRAMING ABOVE TOP OF EXISTING SLAB (REF. ELEV. 1. S ) 2.) ROOF JOIST MOOR. TO REVIEW MECHANICAL UNIT PLACEMENT WITH CONTRACTOR /ARCHITECT ADD SUPPUMENTAL JOISTS AS REVD. 3.) ADDED W.F. BEAMS SPAN CONTINUOUS TO NEWTS. COLUMNS. . 4.) SEE 51.0 FOR ROOF RENAIUNG SCHEDULE. D O EF 50011 R C 1 URE' PREGRESS DATE;'.. 5-Im -60 flECEIVED TTY OF TUKWIU ORhYARZfiTIT4B:� {200F , • JUN. 9.4 2000 PLAN ! ' PEflNIT °EENTER+ 'ELE ,ABOVE NET /.. ETEiNET -913- PLAN - 00049' PLOT PROJECT NUMBER 'f70049 BYAWN 9.V: 01461E3;6T: DAN LAKE APERDLEd: BE 57'1 • DO DO DO EXIST. 63430 EXIST. 6jz30 W EXIST 63x26} 6' -6 DO DO PARTIAL ROOF FRAMING PLAN 6L/ 1.) EXI NG SL> ELEVATIB ON(REF. S SHOWN ELEV FSf '-( THUS; ' ) — ") ARE TO TOP O FRAMING ABOVE TOP OF STI1 I I 2.) ROOF JOIST MFGR. TO REVIEW MECHANICAL UNR PLACEMENT 'WITH CONTRACTOR /ARCHITECT ADD SUPPLIMENTAL JOISTS AS REO 3.) ADDED W.F. BEAMS SPAN CONTINUOUS TO NEW T.S.» COLUMNS. 4.) SEE S1.0 FOR ROOF RENAIUNG SCHEDULE: //4 — SLAB DWLS. SHORE AS REO UNTIL SLAB REACHES DESIGN STRENGTH. - -. #8.1'- EPDXY " O PANEL ENDS (6 PER PANEL)(EMBED 8 ") MIN- ,D,EP SECTION r F. WALL 2't FTC. NEW G.B. 7' -6" (VEY.) A -4.1 ¢4 SLAB OWL 0 t' -6 "o /c — -, 8' SLAB w /#5 O 12 EA WAY POT. -- ! _irlll;i 9" SLAB w/#4 10 - o /c EA. WAY BOT. SECTION G -4.1 3" C! NEW COL. BEYOND 2x KEY I GRID O 1 -6 o/c O ,_, I Ii NEW SLAB ON GRADE 1 I PER PLAN - -2x KEY r E∎ SPACE WATER PROOF C.I.P. w /#'4 PER ARCH. O 12 EA. WAY - #4 V_ DWLS.MATCH VERT. - 1 #'4 CONT.\ =WATER STOP PER ARCH. SECTION E-4.1 DEMOLISH EXIST. P.C. PNL. PER PLAN /ELEV. vi PILASTER BEYOND ##5 O 16"o /c (EMBED EA SIDE P w /HILTI HY -150 EPDXY -- '. w /HILTI HY150 EPOKY (EMBED 4") /c SHEATHING PER ARCH. - -- EXIST. SIRUCT. SLAB 1600 CONT TRACK / 0.177 "0 HILTI D.. FSTS ERS 6 "oc (EMBE 1�7 �, EXIST. STRUCT SLAB p (TYPJ 2 -N £A. STUD i iT IR AIL W V SECTION H -4. +4' -61 L — PLYWOOD SHAR WALL PER SCHEDULEE SHT. 57 -r_ 'j A T BY -150 CROOK ANCHORS (EMBED TO") V. OWLS 15 "oc w/ HILTI HY150 EPDXY EMBED 5" 1"x6 "x1' -0 / 4- a HILTI KWIK BOLT II (EMBED 47 FAR ENO USE A-36 ALL-THREAD TO =TS: COL PR DIMENSION PER ARCH. - 1- #4 CANT.. 2- #4 CONT. 8" CIP a/ . #4 O 12"oc H. & #4O 1roc V.1 w/ HILTI HY750 EPDXY (EMBED 4") FREE DRAINING i BACK FAD ER P TANK NFGR. RECOMMENDATIONS 15 O 16 "oc EA WAY TOP & BOT. o; I CONDUIT RACEWAY' BY OTHERS OM MINH 3 NP. T.S. 6x64 O, B'-0"oc AL1GNw% EXIS, PURUNS -" �-- 3o.aUR FUEL ''AN StIngiONNIVIOMON - NNW •I I 4• - EMBED . TYP> .I r NON- SHRINK GROUT w K Sa tDLTJ' MBED 5� h SEE ARCH. ±DIES. - FOR, SPECIAL JOINF,RNISH. "SOB. DRABGRADE PE(YSOI S REPORT t4' -0 1' -10 SPLICE MIN. 0 WASTE AND VENT j PIPMG BY OTHERS 1 SECTION B -4.1 8" TOPPING STAB w/4 -1x4 LW. EXIST. WOOD PILE SECTION F -4.1 .IDIE; REMAINDER 1 PER SECT. H -4.1 !! 2 -A4 CONT.- 8 C.I.P. SILL WALL W 6GA COST TRACK / 0.177'a Fla �l OS F O Cc' (EMBm ECM 'r SECTION C -4.1 n �NCii�E F C= WALL - - ' ATI CONT. IN HOFIZ. GROUTED BOND BEAM 0 4 -0 " 8' - -0' SECTION A -4.2 I(3 NOSING BAR -s" #4 HCRIZ. -.� 1 � 2"0/. 8 1 1114_L SCHEDULE T0^ATION HGT. I-. REINF. 0 G. THICKNESS SOUTH YARD 8' -0" I J;6 0 48 "8 /6 8" CMU NORTH YARD 12' -0" I #6 0 32 "8 /6 10 CMU V . OWLS TO MATCH WALL RONF, SEE H.AN FOR RONF. - -, CONT. G.B. PER PLAN WOOD PILE PER PLAN SECTION E -4.2 = 1' 0 " OUR -(13 U H. 0 1' -0 "88 4 h8 TOP /0 fl 0 12"8/6 - A#8 807 I i -WOOD PILE PER PLAN • II ADO 2 #5 COIL.:. TT. O IN G. E -W COL 0s OIRECTIO n TYP. PAT INN DIRECTION, , TYP r - 25 - S; TYP. (N -5) COL STRIP. 1 _5 "Si TOP. (N -S) MID: STRI .25 "ST TYP. (N -S) COL' .25 '52 TYP. (N -5) "COL STRIP { .5 "s; TYP_ (N-S) 8110. STRIP :25 5x M.. (N -S) COL STRIP 5 "Sj TYP. (N -S) COL STRIP A . 6 #5 CANT. WT, 9 A. COL STRIP IN N -S DIRECTION 2818 LAYER (N-S) SECTION C -4.2 .25 "Sj TIP. (E -W) COL STRIP .5 "Si TYR (E -W)- MID. STRIP .25. "S" TYPE (E -W) COL.. STRIP NUMBERED •G:Rt.DS ( 8 -5 SPAN TYP. (4-0) SPAN TP (8 -S)' SP •.(N S); ENO BAY ,INT... BAY 818.885 - 180. BA Y ` 25 S T Y P : W) ,COJ STRIJv S 7YP. (E W) MID. STRIP 25 ° S 3 117. (E W) DOL STRIP 5 5 "TYP (E wl COL STRIP .5 52`1YP. (8--W) MID. STRIP' .25 "S" TYP.. (E -W) COL $TRIP 1) EAST -WEST BARS SHALL. BE P.LACEID IN THE TOP MOST LAYER •(4111' LAYER `*PF =NI TO BE PLACED TIGHT UP UNDER. THE TOP .LA1 2) NIN SPLICE -LAP,. LENGTH' IS 3 0 FOR ,{ J3 STAGGER SPUCEYB =0t MIN 3)) SEE F0 PLAN ZPOR ADDITIONAL REINF 4) 10 LARGER OF 90JACENT : SPANS ( II F E 5. SLAB CONSTRUCTION JOIN18 JUST FELL 18011 THIRD OF ,THE .0788 BETWEEN COLUMNS •' 4, 018818011881 :E1#E LOA¢' = 150 T 2,50. 7: NOTE 00880•880088RCING lS- ADDITION ;TO 8. SEE SHEET 51.3 FOR •I- #6x3' - I HOT. EA WAY. -- PER PLAN NUMBERED GRIDS SECTION B -4.2 .25 "S", TYP. (E -W) COL. STRIP .5 "s'j ll'P. (E - W) MID. STRIP .25 ° S; TYP. (E -W) COL STRIP /T 1' -5" P1 PER PLAN, TYP. 8" STRUCNRAL SLAB 2 - x 2' -0" EMBED 1' -0" IN PRESERVATNE PRESSURE TREATED wOOD PILES N -S) SPANTYP. (N -S) SPAN NP. (N -5) SP , END BAY iNT. BAY INT. BAY • SI S S3 25 "Si 107. (E -W) COL STRIP .5 `S" TYP. (E -W) M10. STRIP 25 `5 TYP. (E -W) COL STRIP _ _ . �PE1L PI.ANj� �{ 1 i �I J L , LiJ TYPICAL SLAB BOT. REINF. U.N.O. NOTFS 1.) I8 080 BOTTOM MOST LAYER .(180 L Ya . THE FROM RT BOT. OUTH Bo Ir 08 BM. (2nd LAYER) TO BE PLACED TIGHT AGA '1st LAYER. 2 MIN. 570000 LAP LENGTH IS 2' -6 STAGGER SPLICES 5` -0 MIN. 3. SEE. FOUNDATION PLAN FOR ADDITIONAL REINF. 4.} s ".= LARGER OF ADJACENT SPANS (Rd 8Ta.l 5.} SLAB CONSTRUCTION JOINTS MUST TALI, WITHIN THE MIDDLE THIRD OF THE SPAN BETWEEN COLUMNS 6.)) SLOG DESIGN LJVE LOAD = 150 P.S.F. 250 0 TRAFFIC LANES 7.) NOTE ADDED REINFORCING IS IN ADDITION TO TYPICAL • ON. CENTER CALL' 8. SEE SHEET 51:3 FOR ADO10800. 8EINFORCING.` • 's- (PER PLAN) (BOTTOM) LAYER. (E-v0 { J / '- 25 "S� 7(P. (E -w) COL STRIP -.5 "Sj TYP. (E W) MID. STRIP .25 "S; TYP. (E -W) COL STRIP k 2" BOLT O 64 CORNER 4x 9'_KG ® MECH UNIT EXIST. GLB - NEW 4 x 6 CUT -OUTS FOR DUCTS / SIMPSON U24 MGRS. ON CUT STIFFENERS - - -- [ EXIS T. ] _ \\ ADD SIMPSON PHD w/ 14 -BOB Y SCREWS / t9 A36 ALL. THREAD ,HRU BOLAS TYPICAL AT ALL 4x PURLINS 8'- 0 "oc - - - -' SECTION D -5.1 — 16d O 6 "o /c (TOENPJL) SECTION L -5.1 SECTION A -5.1 ADD BM PER PLAN SECTION H -5.1 0 -ADDED W.F. PER PLAN J EXIST s I TAPER e r � L— EXIST. 4,14 PURLI CONN. PER SECT. 8 -5.1 - SIMPSON VS. BRACE EA K RUM SECTION E -5.1 ADDED TJI PER -- EXIST. 4x STMT HTT6 O 4� -0 "oc / tl N /1∎71 9 KWIK BOLT II (EM ALLS O TRUSSES) 64 SHORT INSPECTION OF INSTALLATION REOD. PER ICBO REPORT N0. ER4627 EXIST. PC PNL 3 SIDES qq __F. tax' w/ ,7'4 CARRIAGE B LTS O 2' -0 STAGGER E.S. OF WEB W27z84 -- i" .8 STIFFENER / O GLB LOCATION `a Imo( f -EXST. GLB `‘, LSx4xi "x1' -6 ". T-I.— ExIST. PILE: LOCATION �R 1 ".ex2' - EA_ SIDE w/ 3 -18 THRU -BOLTS 11 IN CENTER OF ,' V SLg5S 3$ O 8•_0 -o /c w '0 A325N 7HRU60LT i "x9'85' -4 KNIFE it 11_}}"x9 -9 w/4:. _3'4.' HIL11 K18K BOLT 11 0 6 ° 94. (EMEEO 4") SECTION N -5.1 SIMPSON"HGLT HGR:.': • w /3 -q ° d A325N _ -1 .,511811 BOLTS • AU)L SPACING BETWEEN R RE BRACKETS PER SCHEDULE COL PER PLAN DTL- <BETW. GLB'S 6 "x0' -7" WIDE �' 11-180 BOLTS w% z3 tl WASHERS 4 "ga. ADO SUPPORTJ0150 HERE: y' BRG. R z8'x0' -6" WIDE "SPACE . PER SCHEDULE EW TJIS P EXIST. ,} ",PLYWOOD --_ past, 204 O 24 "o /8 BAT S I050L PER'ARCH. C15,1339X2' -0" / 4'- 4 HILT( KWIK BO_r11 (EMBED 1-.4 'CONT. R _ v/ + " MIL KWIK': BOLT 11' O 2 -00 . 00 (EMBED DI 4 W/ - 22-104 CLINCH ENDS 4 PRESERVA,FIE P E 14154/00 .\ D.F #2 2r4 ?agicER w/ 4 c E- KWIK L7 it O t' -9 oc ex fi" ENDS, (EMBED 4•) E)LIST 5 " P.G'PNL;. WELD. It r GIRD. ON JOINT- ,WEiO C IRO. ON .J005 .CONS C9,x15.4 rEXIST. 2x4's 0 24 "oc /,O TRUSS ANCHORS ONLY ADO 2x B Ari TO FIRST INTEROR k NA/L 10dO6 "oc TOP I &BOi. BRG. END R exBM. !arm z D TH +4 tl A325 THRI- BOLTS O 4 ga.- WELD F ex.. WIDTH EXIST. GLB PER PLAN -� NAIL PLYWOOD TO MEMBERS ALL AROUND OPENING w/ 2- ROWS 10d COMMON O 6 ". EACH ROW SECTION J -5.1 E%IS5. PURLIN O 8' - "x TYP —� ADDED BEAM PER ,,AN 4x6 DF #2 w/ SIMPSON U46 HANGERS EA END. FLUSH 4x8 w/ INSIDE FACE OF CURB ADD SIMPSON 4, JB BRACE TYP_ • '-D"oc A l " PURLINS /- EA SIDE w/ 2 -} 4 THRU BOL FIELD O CONT OPRO SECTION SIMPSON PHD -5 EA. PURLIN TYP. L" R EA SIDE w/ 1- 4 THRU -BOLT IN BOT O : V. SLOTTED HOLE. SPACE PER SCHEDULE -T.S. & WELD PER SECTION L -5 "2 W10X75" p4x4xj� x 0' -8' 0 EXIST. 2x's —' CAM 2z TO /T -T/ f70d 0 4'o /c j CAM STRIP PER ARCH. 1 ----CANT A34 0 2' -0"o /c / ' DF #2 -2z6 O 2' -0 */ SIMPSON L026 HORS (ALIGN *MOST 2x 's BEYOND) 0 E 0 ° o /c ADD 4x6 w/ fl SIMPSON MU946 TF HGR� OF 4x70 NMFR .fj 8 DOUBLE 2x TO R CARRIAGE BOLTS O 2' - 0'0% (STAGGER 1 DF #2 O 2' -0' EA SHE OF WEB") ' m 036 G I - ROD THREAD ROD D.F. 4x NAILER R w/ 'm A36 ALL THREAD ROD & NUfC.S.C.) 0 WF PER PLAN 4' -0'o /c & e'. ENDS" -- � 1 2 -12 \`- i' DEFL GAP TO LOUVRE;. L —a' CONT. BENT R,r1 LOUVRE BY OTHERS --} TOP R - - SECTION E -5.2 TOP t. / TO T.S. COL OD.I. BM. NOT SHOWN FOR Lx.ARITY L4x4x4 x0' -8' OLLAR. FS. 6 FRFME� 9PT 4 xG 4: 0/ t A325N THOU 64 SLOTTED OF LE i H" fm LE$ EX." 6fx33 M2Tx44. L8x4X }x0 `R,.. X4}}XO tf } "6f THRU B L TS THRU BOL , O3' 080 EA END T.S. COL. PO PLAN :,(73'- 0'o /c' • /TOP ML TO BM & COL DER 404 0 EA• COL - (EA SI JE) SAL. OF CONN'S PER SEC?. 6 -5." NEW A. F. PER PLAN SECTION A -5.2 LL- i P EA VALLEY C6z8.2 PER PLAN RADIUS PER ARCH. 18x35 O FRAMES 6 ` 6° 6• 6' 2 . -3 . DTL. SECTION SECTION D -5.2 ,� /wElo R ro WELD R }'x3' EA SIDE � FIELD M FOR SNUG FR t REMOVE EFIS-. END BOLT ADO c } x3 x0 _ 8 SHIM EA. SIDE EA END AJG �2 NW i ° ¢ THRU BOLTS 90 GALVPNRED 18GA / ! HSB36 DECK. /-SS ROOF PER ARCH. WELD R 4}xO' -6' w/2-1"A325N THRU BOLTS:. }' COLLAR R H -5.2 SECTION M-5.2 \ wi6x26 w /4x'NAI100 � Lez4 c DTL. 5 m HILTI ' 1,441 BGL7 II (EMB D 47 2` �-- EX'.ST. DROP -IN BM. - SIMPSON V.B. / GRACE ) T.S. 5x5x POST CONN. P SECT. A -5.7 EA VALLEY O C6 RIBS 72'o /c 29 EO 29' -0" ea' -0" WEST ELEVATION 0' -0° } PARTIAL WEST ELEVATION (INSIDE FACE) 29'-0 2S' -3" 2 —3" SEE NP. DTL 5■.3 1 N \ / v.I I ''''',,. // \ / 1 i - \ / 1 / 7 58'-0" 29"-0" 58'-0 CO 29'-0" 29 0 1 E PARTIAL EAST ELEVATION (INSIDE FACE) 29'-0 58'-0" PARTIAL EAST ELEVATION (INSIDE FACE) 1 58"-0 29'-0 F 1 0 4 PARTIAL EAST ELEVATION (INSIDE FACE) 58'-0 58 29.-0" ‘., - 18g1 PILASTER „ _I < DETAIL c 117 DEMOLISH TFIESE PANE. 1S-0" 51 H.S.S COL PER ELEV. EA SIDE OF c z_ 6x4x1 (TSP.) \ (9 TASTES) N 18"% PILASTER IA PLEA. BEYOND SOUTH ELEVATION (INSIDE FACE) - -0" 7.rFIELD VEY ALL OPN.. SHOWN ARE CORRECTLY LOCATED ON EXIST. P.C. PANEL R. Eo H.S.S. (SEAL WELD ALL AROUND) 20 MAX. Ro. STRONGBACK ELEVATION NOTES 1 ) USE t"41 ALL-THREAD EMBEDDED 4t; MIN. INTO TO ir0 HOL. W FILLED w/HILTI HIT HY-150 ADHESIVE. PLACE ALL- READ 90 FACE OF ALL. 2.) DO ILE SUBSTITUTE OTHER ADHESIVES FOR THE HIED HIT HY-150 WITHOI, PRIOR .ITTEN AUTHORIZATION FROM E.N. W. 3 ) Nom MAX. FROM .LL AtEVR 1 E. kL AR 6.) • De SPECIAL INSPECTION FOR ADHESIVE ANCHORS PER I.c.s.o. REPORT ER5193. , HORIY SLOT co ON THE 4" DIM 8. ELEVATION NOTED! - Akc VERT RELATIVE TO EXISTIN FIN. .00R. 9. MATERIALS, HSS - Fy = 46,000 p.s.i. ) ICAL PAN EL JOINTS ARE TO OCCUR WITHIN 24' OF DOO DAD ROUGH OPENING. i .R TO cAncv 0 VERITY dt CONNS. ROOF MEMBERS CRETE PER DTL. x N.S.S .010TH + !Tli IMBED MIN. INTO 0 HOLE FILLED NY-150 ADHESIVE. INSTALL & PROVIDE SPECIAL INSPECTION PER I.C.B.0 ER5193 -- ELEV. 9 " [26 vrr PERIMETER ELEV. ,- P.C. .PNL DETAIL a .4•--6" I C A-6.3 r i4LN SAWCIIT OP. Slim I - PANEL 7 • - - - - EO. $ SYMM. E . 1--- NOTE PR T.S. FAB CONTR. T THE TS. WILL M. FRAMING & CONNF „ DETAIL a LI ca cN I s 1 l OOOR ' ' --- ZI.,i i / DETAIL g30VdS 1.../ d DETAIL II_ i t DETML i , ‘., - 18g1 PILASTER „ _I < DETAIL c 117 DEMOLISH TFIESE PANE. 1S-0" 51 H.S.S COL PER ELEV. EA SIDE OF c z_ 6x4x1 (TSP.) \ (9 TASTES) N 18"% PILASTER IA PLEA. BEYOND SOUTH ELEVATION (INSIDE FACE) - -0" 7.rFIELD VEY ALL OPN.. SHOWN ARE CORRECTLY LOCATED ON EXIST. P.C. PANEL R. Eo H.S.S. (SEAL WELD ALL AROUND) 20 MAX. Ro. STRONGBACK ELEVATION NOTES 1 ) USE t"41 ALL-THREAD EMBEDDED 4t; MIN. INTO TO ir0 HOL. W FILLED w/HILTI HIT HY-150 ADHESIVE. PLACE ALL- READ 90 FACE OF ALL. 2.) DO ILE SUBSTITUTE OTHER ADHESIVES FOR THE HIED HIT HY-150 WITHOI, PRIOR .ITTEN AUTHORIZATION FROM E.N. W. 3 ) Nom MAX. FROM .LL AtEVR 1 E. kL AR 6.) • De SPECIAL INSPECTION FOR ADHESIVE ANCHORS PER I.c.s.o. REPORT ER5193. , HORIY SLOT co ON THE 4" DIM 8. ELEVATION NOTED! - Akc VERT RELATIVE TO EXISTIN FIN. .00R. 9. MATERIALS, HSS - Fy = 46,000 p.s.i. ) ICAL PAN EL JOINTS ARE TO OCCUR WITHIN 24' OF DOO DAD ROUGH OPENING. i .R TO cAncv 0 VERITY dt CONNS. ROOF MEMBERS CRETE PER DTL. x N.S.S .010TH + !Tli IMBED MIN. INTO 0 HOLE FILLED NY-150 ADHESIVE. INSTALL & PROVIDE SPECIAL INSPECTION PER I.C.B.0 ER5193 -- ELEV. 9 " [26 vrr PERIMETER ELEV. ,- P.C. .PNL DETAIL a .4•--6" I C A-6.3 r i4LN SAWCIIT OP. Slim I - PANEL 7 • 35TH AVE. SOUTH e,o,o „ee,a<oee „ee „ee „e,,,e, 2 ,,. .,. .. •. ■��i._ act?saas aa aaaeOaaasoasa�e ea [.» $ r»eseees se ee e easoosoeeeac .. -.. r ._: Sicfeeeo- eaa000soaeao oeoeea �i O f' nr nu ® y .' !^ i99�Ohnu'5' C3 LANDSCAPE PLAN SCALE: 1' _30'_0” W REGISTERED DSCAPE' '• IIECT KEN L T CERTiFF^.A1E No Hon IS” O.G. • CITY? F :114AWINf: Tlfl F= JUN' t 4 2000 .IYI! ECTLIKE DECIDUOUS TREE PLAN11NG DETAIL . ‘c eta e SHRUB PLANTING DETAIL No Scale L Prune diseased and broken branches atcovw e th Qclear Fnyl Iwseb low firer cro:cn 7x2 wooden stakes g ur ly driven Ines round. S:a in brown. Wale basin with 2” in., lazed planting pit ace - -_ -� topsoil. Ir native soil, ter thorouanlu, fertilize DOCK No scale Irz spacing dletence No Scale- Triangular Spacing Plants GROUND COVER SPACING DETAIL LAWN / PLANTING BED DETAIL P° bs� with � a 7 ” mulch �at� Equal V BUILDING 4 NOTES I. aicgraces, inciuding berths, to within I/10th foot provided Se-era :: Con,actor unless otherwise noted 2_ 3ubo-ade shall be. scarified or ratotilled If conditions 3. a."" dep., 3 -way topsoil or equal in all planting areas. 4.2 dz - Pre oracle bark, mulch in all planting beds. 5. All plant eater,: shall be heattrryy, full and conform to USA sarda-d usery stock latest ed ; ion. 6. Pia, eate-!el or size or kind not available maA be substic;.ted only with approval , Landscape Architect or G tr mess plantings shall have triangular spacing. Alt tree !a Vila be :nepected to insure proper drainage. _ • ors nags snail be maintained.: planting areas a sn.b a ees s %re neun d a2 From taro for car overhang top e'• bar<mowK, sVip where 'awn is adjacent to u'ic c 12 Lands ]pe Contractor shall maintain site until final ropectfon and acceptance by Owner. O 0 0 BOTANICAL / COPT ION Fr CxInus oxycorpa ' Raywaod ' / Raywood Ash 2" Gal.. 5t Pyrus G. ' Chanticleer ' / Chanticleer Pear 2" Gal. 555 Ater circinatum / Vine Maple "1, 5. cane min. 585 Thula plicata ' DxCeIEC ''/ Excelsa Cedar a min. 608 Taxus G. ' Nona ' / Dwarf Japanese Yew 5 gallon - Juniper us Chiners!e ' Spartan ' ; Sporton uniper T min. i?tr- Rhododendron ' VUIcan ' 21" min. Viburnum thus ' Spring Bouquet ' I Spring Bouquet Viburnum S eallcn Viburnum davidii 2 gallon Prunus L. ' Otto Luyken ` / Otto Luyken Laurel 21" min. Ilex crenata ' Green Island ' / Green. Island Japanese Holly 2 Arctostaphylos uva- ursl KInnikInnlck 4" pots -re 24" O.G. arSsclosed CIWIN5tten. 35TH AVE. SOUTH POP—UP SPRAY SPRINKLER Nc Sce =TIT grade/ Top oT mulch 1 /2-in Tole NFTx . .kop Barb ' Elbow --11-11- cie Tv, PI, NPT x .490 Inch Fh/C. Leterol Ppe 1H. ttIzR1 PROJECT C Scheckde 40 Tee or Eii POINT OF " NECTI failfra7LIA/S2 DOCK f C ' errfn= 7 Block pipe oni, spray heoc DOUBLE SWING JOINT No Scale Firished shade Select PackT111, - V 76fri:a r rfP 1 herp obJecta 1 200 pENSiING DETAIL valve Wham 111 I I I _ _ I Gate Valve Scale Le POINT OF CONNECTION BUILDING 4 = gl -- MT■N• -•S •• • • • • • • WOO IRRIGATION SCHEDULE SYMBOL O 00 O - 6 0 05 DESCRIPTION reoo 15' SERIES 4" LAWN POP-UP, S 6.0. RAINBIRD 1300 MFR 12' SERIES 4" LAWN POP-UP, 6 64. RA1NBIRD 18 MPR 10' SER1E5 4" 1,4.4N POP-UP, 0" 6.C. RA1.1.1600 MPR e, SERIES 4 POP-UP, S 6.0. RAINBIRD !boo MPR SIDE STRIP 4.. LANN POP-UP, S 6.C. RAINBIRD 1600 mr.R. soe sr.= 4' LAX, POP. ▪ RAINEPRD isoo MPR END STRIP 4 LAWN POP-UP,.6 su. RAINBIRD PEE K RAI�IRP RO-12600 SERIES!? STATION CONTROLLER POINT OF COM:EC.N, I IRRISAT/ON 1,1/2" F1.00 aosy DOUBit-t CHECK VALVE ota. QUICK couru,f, vALvE ,, STATION I-1/2" MAINI-1NE, PVC. SCHEDULE 40 LATERAL LINE,1,0 CLASS 200 SLED/1Na, PVC CLASS 200 o 500FOO OXAVr i_pc,ATiph, OF prop,, CONTROLLR. AND LA7ORPROLOO AT P05. • O AL, iAmETEK• ,,,A,Lephii gpx,s E•n AT po,d5.6, , o ALL KORK PER PLANS, Loc.A.L Aro MANUFAC,RERE SPE0.5. • PRESSLRE TEST BEFORE PLA, 15 DADRAMMAT1C. AD.AST LINE A. HEAD LOCATIONS AS NE0E-SSART TO ASSURE PROPER COVERASE AND CONFORM MTH ACCEPTED CONSTR.:110N PRACTICES. SERIES P . ..VALVES SCALE: 1".30 RADIUS GPM 15' 1.85H 12 1.50H 10 0.19H 019H .X13' ,, • ATION PLAN PSI 30 30 30 • • ti3EtT. RE t 15' 30 4 ■ : 412.15j,.:$9 Ecto*Is; WA 955555 (455) ?PS SYMBOL': __ E11 = Y:,-E PCNNECT= TG EMERGENCY CIRCUIT OR EQUIPPED URE CONNECTED TO EMERGENCY A.CK. Y '_ CR LA, SHCKHN APPROXIMATELY TO SCALE. LAMPS ARE IY TURF - "E ' NDICATES FIXTURE TYPE. - 3 INDICATES S :TAT. S SwF, CONTROL- TN OR WITHOUT INDICATIONS ABOVE - OR v..;:HOUT INDICATIONS ABOVE N OR WITHOUT INDICATIONS ABOVE N E. P2GE w TH ARROW, AS ANC /_ TED. 2.,'277., a ' NDICATES CONTROL <OA 20 /2K, s INDICATES CONTROL. SNI -.NG E =OBE. DCUPLE THROW !;_0 N. -- ALTEOPAL CvE LC C EATS, D OR MC „R CONTROL CENTER - FREESTANDING FLIRT" w-- HOT. T,TO DT's C MJICAES NEMA SIZE. _ - - DE M_ _= - ILL u :SCDNN_CT STATC'.- 4T UN.IT. _. "..E. - N CENCTES H= RSEROw'ER WHEN KNQww 2 C'- KP :iR - __ OR W <, MOUNTED, SIZE TO CODE, TARE ANC TAG WIRES. A3_= AS REQuIPED TO GONNE, EQUIPMENT RECE. rAC`.E. c<; 294 ;20v . ACL N _N BOX Z AF F. SUSPENDED GRIPS, _ .., E., TCP ANE BOLT,/ SHOWN .. - . ..v .E__ __c - FLOOR BL3X .N3 CARPET PATE -__ - BOK AND G_ARRE ,, ALE _5 SHOWN ON PLANS w - H CARPET PLATE. T, _ . E NOTED DL- LT - SING'_, ,ANC, R /NG AND STRING INTO CEILING SPACE. AND 2/4" CONDUIT WITH STRING INTO CEILING SPACE AT FIRE PHONE OuT ET -SAME AS T ELEPHONE OuLLET BOvE S TELEPH,NE OUTLET ABOVE. ' -..'.P T NT - ,LET DEviCE PER NOTE ON PLAN. NSPOR h1ER - wA, HUNG OR FLOOR MOUNTED ON ISOLATION PADS_ 411191! TM( PANELBCARD - SURFACE OR FLUSH MOUNTED. vERIFY WALL DEPTH IF FLUSH MOUNTED L 0 - V ^.PERa oR wT.H CONTACT ARRANGEMENT AS REQUIRED HVAC SHUTDOWN - WALL MOUNTED DEAL ACTION PULL ;STATION. MAINTAINED POSITION WITH CONTACT ARRANGEMENT AS REQUIRED. PAINT YELLOW AYD ATTACH ENGRAVED NAMEPLATE 'WHICH READS "vENTI LATiON SYSTBM SHIT MO''fl GROUND ROO - COPPER CLAD. 3/4 K MOTION DETECTOR SENSOR HEAD - WATTwATCHER OR EQUAL. _ INDICATES HUNDREDS OF SQUARE FEET OF COVERAGE. MOTION DETECTOR SWITCH PACK - 20A, 120/277v AS REO OW vOLTAGE MULTI - CONDUCTOR CABLE - PLENUU RA EO WHERE REQUIRED, NOT INSTALLED IN CONDUIT. �... - - NOTE RE RENCE SYMBOL - SEE ASSOC.ATED 50TE RE,SO`. PEEERE,E SKMBO ASSOCIATED R=VS:JN n;'E. _ONDU:: STUN -UP DR DOWN AS NO -ED WIft TOLD G- O'f.C' C VERir, mOLINGNG HEIGH VTJ BRANCH R JT iO T RC,ING H u,NK DENBFICATION EQUIPMENT GR - J:.. CONDUCTOR ISO_AIED CRCrJNO CONDUCTOR - /2NHERE USED; NEUTRAL CONDUCT ^P KIRK KEY PHASE CONDUCTOR AND /OR Sw,CH LEGS FLEX CCN!UIT WITH CONNECTIQN D. '_ISH /PULL CGNL`UI - HOME RUN TO PANEL. TERM 30:+NET. ETC MAR, :`.KATE NUMBER DP WIRES- -410 INu ::ATES W RE 92E. OND<` PER CODE UO.N ONO_' - CONCEALED 9: WAZS 3R C_;.'?:i,. %IT 'S'TT. 2. #': •fYt / ?W*+ Ca $ C,) 172 SHHN/ TNSYN OT, ¢a;? T.iHN ^r : Cv .ti:..N_e :: - CL` •_ :p'+ :. NfTHTa4N "� -✓ •� � � SHUN RP �. _�: DRAW°, IN5U, CA.: G IR G -..1" 5X'.A„KR •tTH 'NGCA; ABC;-: - TR' 3E. __ _ � C PT (Y1 PU'EN AL - RANSFO.'RMEP i0C T`ANELBOAR;;, SIZE 45 NO'_D, M4IN I 3 BREAK =_R � :HOYt N. "IOC }" INCICATES T v. S KR KRK HEY SGLENDIp RELEASE DEICE MM I ELECTRONIC POWER MONITOR STATIC TRANSFER SWITCH 48vDC RECTIFIER • IL E,UALL. TR E ....TES _UAND STEP 0OWn TRANSFORVER, 1 80- 12)/20 ° - .. ?c eL5' JC'•, NOTED. ONLY UN..ESS MAN PREAKE S/ E. -r - j� C(.MB NATIOn _T 4'E�. - 2 N0:2 ATES S - ANDAv3 NL MA S! <E I A%JV' 1 ELECTRONIC REACTOR ABBREVIATIONS: -_ E NTNX, FLOOR KS KNEE -SPACE L- ;MJL&su CONOU :ID', OR BUS K'.A KiLO'JOLT AMPERES AM _h ETFR Kw +.iLOWAIiS 'OMATIC TRANS ER CONTROL MC':: MOLDED CASE SWITCH AS ,9•ETER 9.FI,.. fN) NEW COL: ART ONLY NL 19+'.1!7 LGH? _ONTE.. PANEL WC NOT IN CONTRACT N1R'?JL P;'WER T?ANSF ":?LE" N'.c Ni'. i SCA �„ CCY'xT CC.DUCTGR OP BUS MCP MOT CKCUS PROTECTOR Ex SING (R) REMOVE ON B PT TC (RE) RELOCATE OR REL {EATET. SE , RI"! L -.;HT - WfJOF'F EM EMERGE.., BY , HOTO GEL.. EPO EMERGES.Y POW!, or; SW Sl�w;t.E TmE DaA.GRAM _ SW6 SWITCHBOARD -7cPs. :?570N FH?OOF - TIME CLOCK F:,T:✓ -IRE ALARM wxNTR.'•-IATOR PANEL TT' P:P:.,AL . CP FIRE AL:.Re C4NT °OL PAN, UNLESS OTi.ERWnSE NOTED /Rhi9 -TE 7,TERS -V.C. VOLUUF CONT./ ,ROUND VM WOLT METER ... Hi ATER 'rS . _, T METE SWITCH Nc ALLF'0 BY OTHE. X WALL MOUn :TED GROUND --ONO :CTOR WP EOU.ha -6NT CF W£ATHERPP<:aF CQ!a'_,'> +ACTION '.dt DESIGN °RC,TLYE 'RELAYS 25 SYN'Hl TL7-'. 5;. +.: TIME OVER CURRENT 20 'N +:R vG. AGL 59 ONER v'LSLTAGE IZ . :x POWER 8,,,TiON•_ OVER CURRENT TO LET CURRENT 5' ..TOMATIC TRA,:IDTT - -f,NTRC+_. R"'.ERT JRRENT 86 LOC PIG SE2UFNCE 87 DIt FEREvT:A:. PROTECTION CONSTRUCTION NOTES: TO VE - NH /THf.N OPPER E'RANOED EXCEPT :VHERE NOTED Q',ERW GTE. DEVICES z'.,O FOUIPASEvT NS OUTDOORS OR EKPOSED TO THE WEATHER SHFI BE :.F WEA,ERPRC- F ON>TRL"TION ILT SHALL. 8E ,PECI•'/ ATION GRADE A. SINGLE AND GANGED PLATES T RwCPLASTIC ANC S. MATCH THE OE wCE COLOR. COORDINATE CC:.OR W .H HE , G - "RIOR TO `+ST•LLATI3N. GAMC DEVICES AT CA,- :...'•e 1>f DEL= . PLATE. DC SATTE, ST :PNG NEUTRAL GROLP.N. RESSTER C = CONTAC.!'. :R CONTROLLED RES INSTALLED sN 5 'ENDEC "-BAR CEILING$ SHAL BE SUPPORTED BY UN nF rrC EeXi� :RE. SI;PPQR' rnRES FURNISHED 9v OTHERS. -RICA: PL �'NS :R '- CHE!f.4iIC :N NATURE AND ARE NO INTENDED TO SHOW GP SPE2 /PGS OF E CONSTRUCTION. ALT ..:NC - NON , ARCHITECTURA. DRAWINGS. '.REFER TO THE LATEST Wa i4 OF THE NEC. TALE 24, 1tBC AND LOCAL , 11$0. , NC!':S IN EFFECT AT THE TIME OF CCNSTRUCTToN AS THE CONTROLLING C CI,MEN TS. AL.. CONNECT +JN`: T G ME'_HANCAL EOUIP'MEN' SHALL BE MADE WITH A MINIMUM WEAT E R OOF '1 x B:E CONPDif TO PREVENT SOUND AND v1BRAT10N TRANSM'SSION TO TRE :STRICTURE 8. CC.,RONATE ALL MOTOR OVET::LOADS AND /OR FUSES FURNISHED BY THIS CONTRACT T %% EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON MOTOR EATEDLATE 'FULL LOAD CURRENT :.NC SERVICE FACTOR. FUSES FOR MOTOR AND TRANSFORMER - CTRCL1:TS SHALL BE DUAL ELEMENT. FUSES FOR OTHER 'NON- INRUSH LO S SHALL . FAST ACTING. ALL FUSES -SHALL BE CURRENT LIMITING CLASS RAS OR CLD:;S L uRLESS OTHERWISE NOTED. N :?LNG CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND ALL CSEN, . RACEWAYS. MOTOR`_. ='ANE BOARDS AND SWITCHBOARDS. ETC- IN DANCE WITH NEC ARTICLE. - 50. 12- GROUNDING SEPARATELY DERIVED AC SYSTEMS: COMPLY WITH CEC ARTICLE 250 -26 GROUNDING INSTRUCTIONS. 13. GROUNDING ELECTRODE CONNECTIONS: COMPLY WITH CEC ARTICLE 250 -81, EXCEPTION 1, INSTRUCTIONS. 14 PROVIDE ENGRAVED SIGN AT INCOMING SERVICE SECTION: COPY WITH CEC 702 -8 INSTRUCTIONS FOR SIGNAGE REQUIREMENTS. IN ADDITIONS, PROVIDE EMERGENCY' SHUTOFF LOCATION INFORMATION FOR THE GENERATORS AND CONTINUOUS POWER SYSTEM UNITS. DRAWING INDEX: DWG NO. SHEET TITLE E -0 GENERAL E -0.1 LIGHTING COMPLIANCE E -0.2 FIXTURE SCHEDULE E -0.3 LOAD SUMMARY E -1.0 COMPOSITE SINGLE UNE DIAGRAM E -1.t PARTIAL SINGLE :UNE DIAGRAM PART 1 E - PARTIAL SINGLE LINE DIAGRAM PART 2 E -1.3 PARTIAL SINGLE LINE DIAGRAM 'PART - 3 E-1.4 PART/AL ,SINGLE UNE DIAGRAM PART a E -7_5. PARTIAL SINGLE UNE DIAGRAM PART 5 E -1 :6 PARTIAL SINGLE LINE DIAGRAM PART 6 E -1:7 PARTIAL SINGLE UNE DIAGRAM PART 7 E-1.8 PARTIAL SINGLE UNE DIAGRAM PART 8 E -1.9 PART. SINGLE Lt c DIAGRAM PART 9 • E -1.2.1 PDU TA, B. • E -1.2.2 POU 2w, B. . D • E -1:23 PDU :A B. C. • E - 12 4 PDtt+u. B. C. :D • E -D 2S PRO 54 B. C. D £ -3?.? 40 • E- 3.E.2. L■04944IG PLAM -.AREA 2 E -3.33 LIGHTING PLAT.- AREA 3 E-3,4 E:FifGfNFi PU01 - AREA 4 E -4. E.0 POWER PLAN - COMPOSITE E-4 1,1 POWER ✓3M[. AREA POWER PUN - - AREA 2 POWER PTAN -.., POWER PLAN ARE. GRC'. cra. PL.AL! COMPOSTS C000DROR G PLAN AREA 1 • NO T.ISSUED 0- 5..'s.: E -N.a .2 : w " vt,R02020 :PLR,+ :. GROtARD2. Pd; Y AREA 3 E-5.1.4 GROUNDING PLAN.- AREA 4 E -Fr.1A ROOF PLANT C.M.PO`v, . C -6.1 1 PDC, PLAN - AREA E- 6.1..2 RD" PLAN - AREA Z ROOF PLAN - AREA 3 E -c. a < R90. PLAN - AREA • E -7:1.0 DR.ARI,E.c P1,4,= C'.AGRAAr • E-8.2 VWFn.NG DL.s,'PAas • E -8.3 44.4G D.AGRALL • E - 9.4. WIRNG D.,.RAY • E -8.5 W`.R'ssC DIAGRAM E -8.6 WIRING a'AGRAM • E -9.C. RISER DIAGRAM -: TELE /DATA • E -9 1 RISER DIAGRAM - SECURITY • E -92 RISER DIAGRAM FIRE ALARM E- 10.1.0 RACEWAY SCHEDULE - POWER AND FEEDER • E DO RACEWAY SCHEDULE -- POWER • E -10 -20 RACEWAY SCHEDULE - CONTROL • E- 10.2.! RACEWAY SCHEDULE - CONTROL E -T i. 1.0. MCC SCHEDULES E -11.2 C' DISTRIBUTION PANEL SCHEDULES E- 1'1.2.1 DISTRIBUTION PANEL SCHEDULES E- 11.3.0 PANELBOARO SCHEDULES - HOUSE E- 11.3.1 PANELBOARD SCHEDULES - HOUSE • E -11.40 PANELBOARD SCHEDULES -. RPP E- 12.1.1 DETAILS E- 12.1.2 DETAILS E- 12.1.3 DETAILS E -12. I.4 DETAILS E- 12:1,5 - DETAILS BCNDN, OF ALL INTERIOR FET4L PIPING SHALL BE IN ACCORDANCE WITH ARTICLE 250 -8G AS FOLLOWS: A. ALL INTERIOR METAL WATER PIPING SHALL BE BONDED TO ONE OR MORE GROUNDING ELECTRODES USED THE BONDING JUMPING SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 -94. B. INTERIOR METAL PIPING THAT MAY BECOME ENERGIZED (i•e• GAS PIPING, ETC•), 2 SHALL BE BONDED TO ONE OR MORE. GROUNDING ELECTRODES USED. - q THE BONDING JUMPER SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 -9 - ,SING THE RATING OF THE CIRCUIT THAT MAY ENERGIZE THE PIPING. INSTALL ALL WALL MOUNTED .F POWER, TELEPHONE AND DATA OUTLETS AT +i8 A.F. OTHERWISE NOTED. INSTALL ALL LIGHTING CONTROL SWITCHES, FIRE PULLSTATIONS. FIREMANS TELEPHONE JACKS, AND WALL TELEPHONE JACKS " AFC, UNLESS OTHERWISE NOTED. ALL HEIGHT MEASUREMENTS SHALL ii. UNLESS ALARM AT +48 BE TO THE CENTERLINE OF THE DEVICE. RECENEp CRY. OF TUKWItA. JUN 1 4 2000 PERMIT CEMEN ARCHITECTURE CUPERTINO ELECTRIC r m . Amc. a » ? - -. c 11.7 CONSULTANTS DESCRIPTION . CAI ISSUER FOR PERMIT 4/14/00 ORAWNG TITLE: PROGRESS GATE R E CAEN 1 .Sr PLOT P ROJECT TE R:: O E DRAWN BY. CHECKED Br APPROVED BY:.'. fl CRVOF TIIKWILB JUN 'I 4 20QN: PEBe'IR CENTER 1 Of A ?1G,TIT[ } 1C�HTING - M L: Lighting :>u in Fl or „sad Lighting , adage • (inteh {o: 1599 59 120 I 2 C (3) (J) (59) (43)(43) 392 0 59 59 0 ....__.. (3) (3) (2) _ (59) (63) ( 3920 255 ot lo LTG -SUM 17E 5340 539 0 175 0 267 0 1780 355 7 36 59 21240 0 . 36 59 2124 0 fi__.- 59 21240 59 9.909 .1]70 __ - 59 .._- 3009 (l - - '.. B 59 4720 472. 59 <72.0 4720 1210 1160 (59) l53) (63) 392.0 (59) (43) (331 3 55 472 0 5 _.. 590_.._ 178 21360 176 178.0 178 356 0 696.0 6 59 354 0 1062 0 59 10620 10620 _ .... 59 10620. -_ - -_ -- 1062.0 16 j 59 10620 3 59 177 0 3 59 1]].0 ( 23 9090 9090 9090 a ** z32 19.63.81 232 740.0 232 2a36 .0 3 232 696.0 90 9 99 9 90 99 052 >3 5 232 052.0 767 0 177 0 59 _. 0 1 70 232 19486.0 , 5 1 232 17052 0 232 1740 0 232 2336.0 2 696 0 ins 0 30 133400 59 1 929 0 2086 0 0. Lighting Summary Maximum Allowed Lighting Wattage (Interior) . Eoc96m � aq..e 5A o< utrt A _ ... 1456 OC PIwM e ._ _._... _ 146 DATA 47 TELCO/14DE 48 01 x x0074 Axrn 149 CORRMOR SPRIRN 153 ELECTRICAL 153 m ■ W PS /cOSN14ER ware[ AR. 156 TELCO DATA 1590 _DC P1-667 B 162 EU Ie3B Om. ROOM 185 F.C11MCAL 6 3011 J167 OFFICE 1. OFFICE oF 140 CORRIDOR 0.8 906.0 728.0 :41 ort-nxICAt Room __ 1.0' 18].0 16].0 EI.6676, Room' 1.0 187A__ 20 t0 20 12 OFFICE BREAN ROOM CONFERENCE P.M COPY ROOM SECO, x0014 TEL /DATA CONF THENCE ROOM 3 Excexocm z LTG -SUM 213A.0 9....999__. 2138.0 2138.0 1.00. 2138 "0' 2138.0 _ 9999 294.0 0 . ..._. " ". 0.80 4]00 0' 3760.0 1.00 473.0 4]0 1.00'.. 473.0 4] 3.0 1 00 473 0 M173.0 1.00 4]3.0 4]3.0 0. .__ 9090 4 473.0 9090 4]3.0 473 1061.0 159 0' 1 112 is7 40.0 fia 080 212 1 0.80 2120 080 5620 4 _50.0 0.80' 74 0 59.0 1.00 116 11 2.30. 629.0 1 20 132.0 158.0 1.20.' 132.0 1580 120 315 .0, 378.0 1.50 539.0'. 848., 1 0 1. 001 419.0 4190 00 698 698.0 � _...__. I 90]0. 90].0 1.00 700.0 ]00.0 1.00 700.0 1 00 700.0, 1.00. 700.0 700 0 1.00. 18].0' - 1 0 0 187. - - I - d 2.00' 11796.0 23492.0 92 .0 -__ 9- 420, 2.001 785A_ 1570.0, 2.001 995.0! 1990.0 1.20 806.0 ]2].01 2. 0' 9907.0 19814.0 2 0 10822.0 216440 2.0 10]30.0 21460.0 42 ]85.0 15]0 .0 995.0' 1990.0 1.2 _ 606.0 27 0 08 1502.0. 1201.0 08 1884.0 1507,0 O8 193 154 2.0 8394.0 159.0 1 93.0 93 t.0 93.0 93.0 1 2 561.0 673 0 20 1115 2230 945.0 1890 0 510 51.0 187 0 187.0 1.0 1870 1870 0 6180 494.0 0 8 561.0 498.0 0.8 595 O 476.0 93 0 93 .0 430_ 93C 7355 .4710.0 142.0 170_0 142.0 170.0 1.2 142.0 1700 1.2 142.0 170.0 2 1.2 12 142.0 170.0 142.0 170 0 1230.0 .76 .0 246 0 295 0 573 0 859.0 50' 0 910 0 191.0 1.530 31 G 25 0 191.0 153 :776.0 752.0 3600 0 4320.0 960 115 1651 0 I0 275.0 330.0 560 45.0 1640 328.0 190 0 3380 0 167 0 150.0 187 0 150.0 Lighting Summary s- Project Info project 11ea Amw6661 camel iz 3433 120 P1.84 state M0.8 m0188 ,,,,,m66 81641334 l ae '/pp:cwt 68` 6 1132 R_ 718 St_ S. 1074. a 95112 kdKmll Pnwr ProjecL Description 'I.. sumac Compliance Option ucmnmc PDme ALLOWANCE LTG -SUM ]/12/95 ` 2000 , ...MANUFACTURrN2 & CATALOG _NO,. 'FINEUTE i1 CT RUQPEscr.i. Faiwc,E SPUMES T Pr LONG 997.1_8-4. LAMP TANO£M *RED .Std 2TB /SC/ ! - �999yFA50/227 DESCRIPTION' OUTDOOR 0 ROOF. HUBBELL I LOCATED ON 00012 'TOE ROOF, .FLOLTS.. 01505 -BR2 I SUITABLE FOR WET LOCATION, SUPPORT FROM RACK. HOLAPHMIE 'PENDENT M R OUNTED'HIGH -BAY Fu O W/ ALUMINUM OPTION ANO MNCED i tPRISMALUME -PE -250.4 looca . W/ TEMPERED GLASS ENCLOSURE; IPM -27 P -G-N IPF- 121 -F1 -LAMP 0 4 UGHTOOER RECESSED ROUND 0T0000RO,CENNG T O-BE SELECTED 250W. MH FIXTURE WITH LENS, . PRESCOLNE UNIVER;A.L MOUNTED = EDCTGW SINGLE FACE PRESCOLITE EDC -2GO I8' LONG FLUORESCENT STRIP WITH 1 4- 4'.'LAMP TENON WIRED ELECTRONC BALLAST WITH. PURPLE TUBE COVED, SAME AS IT EXCEPT: DOUBLE PACK SELF CONTAIN OU1 DOOR LOCATION {. EXIT LIGHT EXPIRES4 .lANt1ARY 14: 200,1 PROJECT NOJ8ER:'.� ✓e - G�?C - E. BRAWN BY. .CHECKED APPROVED BY LIGHTING FIXTURE SCHEDULE ALL FLUORESCENT FUTURES ARE TT RACE C. E_C. APPROVED ENERGY SAVING TYPE BALLASTS. 2. ALL LAMPS ARE TO 8E ENERGY SAVING TYPE (48 INCH-FLUORESCENT: 34W. T12 OR 32w, TO). 3. SHADED FLUORESCENT FIXTURES ON THE LIGHTING PLANS INDICATE A FUTURE WITH AN INTEGRAL ' BATTERY PACK CONNECTED TO A DEDICATED NON- SWITCHED CIRCUIT, OR A FIXTURE CONNECTED TO AN EMERGENCY GENERATOR CIRCUIT. FIXTURES ARE THE SAME AS ALL OLDER FIXTURES OF THAT TYPE. 4. ALL SIMILAR FIXTURES OF DIFFERENT SIZES SHALL BE OF. THE SAME STYLE AND CONSTRUCTION AND BE PART OF A MATCHING FAMILY OF FIXTURES. 5. ALL PAIRS OF ONE AND THREE LAIAP FIXTURES WITHIN 10' OF EACH OTHER UTILIZING MAGNETIC BALLASTS SHALL BE MASTER/SLAVE TYPE WITH SHARED BALLASTS. SEE FIXTURE DESCRIPTION FOR FIXTURES UTILIZING ELECTRONIC BALLASTS. 6. ALL FUTURES TYPE SHOW ON THIS TABLE LAY OR MAY NOT BE USED. TYPE MANUFACTURER & CATALOG NO. COLUMBIA 2' %4• FLUORESCENT FIXTURE WITH �\ 4PS24432CFS ACRYLIC LENS 'I- BAR CEILING ( A ) Al2.12-.- MASTER /SLAVE ELECTRONC `J 277- PAT- SLL AF -SLL .9 -F0755 B COLUMBIA SAME AS TYPE 'A EXCEPT: SINGLE 4. 4PS24432GFS Ai At2125c4Ee8! ^'.c !COLUMBIA j 2 - :a FLUORES.,17 FIXTURE 0 AP24 /322C /MAC36.. i "PARABOLIC MASER SLAVE T91TH 227V/2.188/159 -10735 :ELECTRONIC BALLAST FOR 17.-BAR CEILING _ r t COEUMBIA - ' SAME AS TYPE - B - EXCEPT: 'NOOSE 3 F32T8 89 ',VP24/322G/MAG35 FlXTURE "227V/24E88/F075. ; COLUMBIA VP22/238.1wA33/ O. 277V/0 C58152/ 4E8 D 27, �' 254232 -EH8. -277 DESCRIPTION 2'x2' FLOORESCENT'flXTURE 2 13210 I PARABOLIC.I V.9 ELECTRONIC ElAtLAST COLUMB 2'12 FLUORESCENTS ONTO AMY. - 5 11208 178 4PS24332G /150 2 ' LENS T -00% CEILING NOUNTEO -' 75/277V/24E/38/. , SLAVE ELECTRONIC - 000LAST - MS9 -F0735 _. COLUMBIA SAME AS TY, EXCEPT =SING..£ 4PS24332G/FS4TZ F?<To., .-� - t25/277V/24E/38/ :1 -10735 i 8' LON. TL000E" EO :T STDO 0000 4 -4' LAMP TAN., .WIRED ELECT...ICI HAL4A, . SAME AS TWO - TY EXCEPT: 4' t ONG :: 'LAMPS, A,TOuER RECESSED 'LUOXES.cNT DOWN %218 MF27 -1950 LIGHT Yr TP. LENS VAPOR PROOF 7 F 9096 FSC SU AUL FCR SHOWER AREA. EL CTR.NIC BALLAST UGHTOUER RECES•ED = UDR SCENT DEAN ,---, 6218HF 277 -1950 LIGHT WITH C L E A R ALZAK REFLECTOR cr j 805'CL 2, -18 LAMP° f, I -BAR C.O.S. ELECTRONC 8ALLAs7 LAMP art DESC. '. RAIDS i VOLTAGE 8 .735 232 6 '. F3278 17 277 A32T8 69 2 F32T8 PL18 4 PN4 -. 8,35 PL18 43 171,0W ERTENO CTP.IC aa. 951 cea t,7iwr SWB D1 CRITICAL LOAD COLO 1 AND MDF ESSENTIAL LOAD COLO 1 AND MDF UGHTING: 1/2 COLO /MDF: SWB 03 CRITICAL LOAD COLO 2 ESSENTIAL LOAD COLO 2 AND MDF LIGHTING: 1/2 COLO: SWB D3 CRITICAL LOAD COLO 3 AND MDF ESSENTIAL LOAD COLO 3 ANO MOF LIGHTING: 1/2 COLO /MDF SWB b4' CRITICAL LOAD COLO 4 ESSENTIAL LOAD COLA 4 UGHTING: /2 COLO SWB DS CRITICAL LOAD COLD 5, 6 AND MDF ESSENTIAL LOAD COLO 5. E AND MDF iIGH TING - 1/2 COLD /MOF SWB D1 AND D2 MCC -i IA 4 SWB D` ANC D6 MCC -, 3A. 6 2583 1539 TOTA CONNECTED 4I 224VA SW8 D3 AND D4 2572 MCC -2, 2 1539 TOTAL CONNECTED 411 MVA LOAD CALCULATION LIGHTING LOAD: NEC S20-3(b) OFFICE 9,400 SF M 3:5 VA /SF COLO 1- 6::'58,954 SF 0 2 VA /SF MDF /DATA: 7,487 SF 0' 2 VA /SF SUPPORT 25215 SF 0 0.5 VA /SF EXTERIOR. LIGHTING SWB DPHA -; LIGHTING:. 1/2 COLO /MDF" AND OTHER @100% (NEC 220- 11):,.. RECEPTACLE:. OFFICE: 9400 SF g 4 VA /SF /2 SWB DPHB EXTERIOR LIGHTING:::" 20 KVA @.1007 (NE, 1 11 LIGHTING: SUPPORT /OFC 0 100% (NEC 220 -11). RECEPTACtE (NEC 220 -'3(b) FPN) 91,660 SF @ 1 VA /SF = 79 KVA FIRST 10. M 100 %' (NEC. 220- 13)'.� REMAINDER ' ® 50% " (NEC 220 -13) MECHANICAL:. OFFICE /SUPPORT - 00.070 SF;@ C V.: /SF. OTHER ABN SE1 PROJECT 101,000 SF SINGLE LEVEL DATA CENTER ESTIMATED CONNECTED LOAD LIGHTING OFFICE: 9,400. SF C 3.5 VA /SF COLO 1 -6: 58,954 SF. 0 2 VA /SF. MDF /DATA: 7.487 SF 0 2 VA /SF SUPPORT: 25,215 SF 0 0.5 VA /SF. DATA EQUIPMENT TOTAL CONNECTED LOAD RECEPTACLE: GEN. PURPOSE: 91,660 SF 0 I VA /SF OFFICE: 9,404 5F M 4 VA /SF 79 KVA92 38 ...CRITICAL LOAD SUMMARY . COLO 1 11,246 3F 0.,90 VO /AF, 1057 COLO 2: 9.907 SE,-0- 9A V2 /SF 0 COLO 3 10.822 SF M {90 VA /SF .0.74 COLD 4. 70,730 SF @;90 VA /SF CO .5116 LD 5' A /SF 588 COLD 6:'. 7.355 SF' M 70 VA /SF 515 MOF1 /2'1 SF @ 55_ VA /SF '68 . • MDF3 /4: .1,7880 SF 0 '45. VA /SF 96 MDF5 /6 1,085 SF . VA /SF j03 MFN 2,074'. SF ® 1,6 VA /SF 33 130 130 300 4750 1 Loo o SHEET NOTES: GC"POS)TE. L. sa C TA Rr RECEIVED CITY OF TUKWIN JUN I § MOO RErypIT CENTER F.B.O #1) ARCHITECTURE F.ERTINO _ECT ;200.5 3200 3200:5 GEN 5': 2000,, 4 80/ 2)7 , 0 0 3 0 PM 0 27/59 • 0 AS • • 0 • 3200 5 0 CPT "3E-0 CP EG18 ) 3000A P L S.EO 3 IA2FOR <000A 3P sal 0 1•IC: ® o 27/59 • 0 0 O 0 0 0 0 ,FOR <000A 3F X RFDR 5000A 3r LS VR FOR 4RFE' CPT I3 0 27/ M11:1 0 B • 0 .3 O CPT 3 CPT SWB ) 30 007 LS.EO • 1 27/59 •0 19 0 32 0 0 NP. - 0 EG1 I.) 3000A J 3P LS CPT CPT ) 30007 4P LS.EO LS: 3200:5 0 0 005 GEN 72 2000KW 48'0/2770 EG2 •) 30007 J 3P LS .� PARALLELING SWBD Ei E2 50007 480Y/277V 30 4W. 100 KAIC B -LE ) 25007 3P LSI 50,0n. 480': _n E2 3200: 3200 - 5 E MR700 � ) sCP 3P 2 3200. - 5 3200:5 3200:5 3 GEN 73 2000KW 480/2770 EG3 O OOA ', 3 P LS SWB -LB ) 25007 3P LSI HRS -E2 HRG P. 1 %PiRES: .JANII CONSULTANTS DRAWING H !T E CTU R E CUPERTINO 'ELECTRIC � R WRix iM S:TaE( w..bse, a ss�1z tREY. GESC6I71108 u0TE 1S8700 80R.PERMIT, S/14 /5 GTiAL CITY OF N C.I ,� - -'I•L �F�C �.8 —G <:�: FART 2"' JUN 1 4 2000 ROV 8ROGRE55; DATE':.` FILE.. AFjarFNJFSUF 75+ ,. P,ROJECT NUkRFP 4V TIE BUSWAY TB 5000A 48017277V b 3W: 100 , A , R C:141 TgcTU`IR rue�RTlrao sl!® E[�ECTRtC` , • me -�caA' ExPIRES: JARUAAV. Is. 20'J. SWBD M1 5000A 480Y/277v b A•W 100 KAIC t KI /` BYPI 3000A ) 3000A 3P 3P LSI LSI P6! 5000:5 UTIL 1 5000: CPT 2KVA I I RPU1 I t BYP2 I` RPU2 "3000A J ) 3001, ) }000A 3P 3P 3P LSI.EO LSI LSI.E0 3 CPT 2KVA 71,1 EMR31 + 500 p 0A EG 4030p0 EO SWBD M2 5000A 480Y/277v 3m 4W, 100 KAIC 4RG NR 50000.5 500. K2 t ,P3 t PPP03 I t EYP4 I ) 3000A " 30 OA " J � 300CA 3000A v 3P LSi EC' 2 TIE2 EMRG2 -3�LE0 43P~,c EC \7 RPU4 " 3000A LS,E0 CPT 2KVA 1 SWBD M3 5000A 480Y/27, 30 4W, 100 KAIC 5000:5 L0.30 0 % , 0 5000:5 8YM5 3000A ) 3000A 3P 3P LSI LSI CPT 2KVA CPT 2 I I RPU5 I'TI 87P6 I` RPU6 3000A J ) L - 3 3000A 3000A 3P 3P LSEO LSI 151,E0 I) 2 ) TIES \ EMRG3 " 5 LSI 7 4000A LS EO.i 3P Pp DRAWING TITLE: P4RT RECE1vPD':I SING LINE' IAG-R `411. cm 0P TQP - -C71 JU N 1 4 2000 ' _PEflM!'.. .r PROGRESS, DATE PROJECT NUMBER: QQ-O - ICC5 DRAWN 8Y: - CHECKED 9Y:' ' .APPROVED 8Y: DRAWING ROE: tNGL= "L' }NE Dk 2AM ;FART 4 RECENPO C.TV�OF NKlNLA JUN 14'2000 M2otE PERMIT CENTEF` PROJECT N888E8: GC; ' Gt%✓ IVCB DRAWN ER, J. rI CHECKED 80 , TIE BUSWAY TB 500, .80Y/27 , 3. eW 100 KNIC SWBD MR 5000 0Y /2� 3a 4 1 KAIC 7cv M 5000:5 5000:5 TB 5000A 3P LSI T U RE C4JPERTINO ve'LECTRlC D J 1220 MCC -1 MCC -1A ) zooA 3F / 0 DP -K2 3000A 480V. 34 3W ESKA, 3003 E2 E -1.3) •l 120oA � •�_�,P A 3F T aC5 T McS MCC -2 ®) 12ooA K T MIS 30 j PANEL Pi PANEL PIA "XHCS -1" 45 KVA 480V- 120/208V: PANEL P2A XHCB- ;45 KVA 480V- 120/208V _ PECEIVE� ' CRY.OF TUMYM.,': JUN 1 4 2306 .' PERMIT CENTER I EXPI885. JANUART '1 . 2 881 ',...ORAWWG' NUMBER; 78Gr'''5 OAIE:: . 'EN.E: 421brNGZt`irEETOr •PLOT: PROJECT NUMBEii: OU - 0150 1CC'? ITECTURE NPERTINO LECTRIC'- 2006:5 3 3000' ) 2 01 3P / 203A 305 600:5 3 2000.5 600.5 3 'r' 2000 :5 3003 BYPASS BUS DUCT BPB 2000A 480V. 30 3W 100 KAIC LOAD BANK BUS DUCT 'LBB' 25000 480x', ,r 3w 100 !MC CPT � y . I. I 11 t1 RG 306 3038 ® 302 3030 005 I00C -E41 406 4038 ATE` "1 402 4030 505 ® 506 5036 • 502 �600A 6000 ) 7 - 0000 } 20000 ) 20000 600A . - T > 600 ' -� - - LSi Id; LS _SI I 5000 LS _ 7.0000. S , C^./`AI St 20000 LSI 2.0: 6 000 ,SI L51 20000 LBI 2000, LSI E 3P EO 3P Ep 30 Ep 3P EC 3P EC `.�i 3P EO 3P EO 3P 3P EO .`' 3P Ep Ep 3P 3P EO PGM - 5 1250KW CRITICAL S5 500KW ESSENTIAL 2000:5 3 j 80015 3 2000:5 0w0 s t 52 53 54.55 50 30000 480/2772 30 - 4W ) 00KAIC URP - 6 ,CONSULTONTS' :.. I EXPIRE50 'JANUARY '". 206t DRAWING ilk, P^RT.tAL SINGLE LINE DIAG-IRAM w RROGRE$5 OATS: ,nR � SCFN_ry F 5: PLOT. PeaECT NUue0R fi CI5O - ICC. 6RAwN 8Y J.uc; CHECKED BY: 05 URP SWB _D1 3c „�20, aenv . �3�` '� t ' L 3VI '. DO K,.,, 3P LS! 'xl T •0- PGM -1 1250'nw CRITICAL ESSENriAI 103A 205 `003 SW8 D2 CPT 3000A 480v 30 .:W 100 011C 0-3H 6005 206 2038 6000 Eoi 6000 LSI 3P EO URP -2 PGM - 2 1250K'w CRITICAL S2 500KW ESSENTIAL H 30000 ) 301 3P LS 4' 6 URP -3 L --!P47 ) 30002 3P LS Pa6 3000 M 1250KW P C L SGOKW ESSENTIAL 3000A. \ 4y _ LS URP - 4 f 1,1 f 1 EY ARCHITECTURE I,CUPERTINO traropi 'ELECTRIC n .TC 0PPR0'; DP T A G DP —AR1 NCS 6a�N N P62 ` 600A / 1 Sa T NC. DP —A2 A/C G OOA v 60 OA ) T ti O ) c DP —AR2 DP —A3 DP —AR3 Q I a 1 600^ 6G ) 3P T N.0 DP —A4 1 0 6aGA ) 3P ) 3P T N.C. .) 40P // 3P DP — AR4 603 1 600A ) 3P T N.C- DP —A5 NOES CONFIRM MOCP FROM CAC NAMEPLATE CRY OF9i 060 JUN 142000.;{ PERMIT CENTER -" DRAWING TITLE:` '. O1NG!_F LP'4E t R= *S HITECTUPIE MAINTENANCE BYPASS BUSSWAY "MBPB" 200!S6 480, .3i 3W '100 'rim' t + 3� + 5,�4 ` 4 S�QA \ 75�0 .S�SO�A ) 3 n ) �o tP l 3P ) 3P ).3P ) 3P ) 3P Y , DRAWING TALE (�F1 TIAL LE NC k t. vE + 1.,.1�3!CAM1. Ct v4t 35CAt 3'OAt 30F DP - C7 20006 a80v, , 3VI 65 K.0 63 r ',DJ- 106 )1 ) ) 3506 ) 3506 )1 )7 ) 3506 )7 ) 3506 / 3P l DP -CR1 20006 a KaC b 3w 65 KAIC ) 7 3P A LSI 2000:5 DP —C2 2000A 480v. b 3W 65 KAIC ) 2000F S! ) 3506 3506 7505 _boa 350E 5] 350E 5 OA SOA 3P � }F )3F' ) 3P )3P 3P U LI I LI LI LI L � PDU -20 _08 P67 30 KvA 43 - 480/27, j 2_ DP —CR2 �( 1 2000A a80v, 3W 65 KA!C ) ) + LSI 2000:5 3 � 2 2000:51 Mu ) 506 ) 50a )356: )r l ) 3i0n y r / ) 2 2 ) 2 2 2 2 J U U U I LI LI FI!t ATS -2LS U LI ) 3P 0 ) 70 P A L51 OO LS1 2 50 3s0At 2 3506 3 506 ) 3P ) 3P ) 3P ) 3P ) ) U LI LI LI LI LI U DP —C3 20006 a80v, 3m 3W 65 KAIC I PDU -305 PDU -306 PDU -3071 PDU -308 - n )2 A LSI ECTU. UPERTU4O =CTRIG` CRY OF REENED PROGRESS DATE: IV JUN 7 9 moo-ROT: -PTABA A TA PROJECT NU CEDEF: G C -'O- CC�i W7ANN' AY:... 243 0-IECKEl1. 6Y: • APPROvED'En. -_ DP -H8 1200A 480V, 30 3W 100KAIC - --,?0-183" 1 112.5. KV/t 1 12.5 KVA. a80V- , 480v- I120/208W !277/480v - -324W L _ -i 30 4W REV .007, APPNOV. 1SSUE{Y FOR PE.RMT W 6ji4/0A• RA9ANG� NUM I j: \ T i ir90� Li U SWB - AR 1200A 480v, 30 'W 65KAIC }3P 1 3P 7P 1 }P 3P DP -C4 LI L -- - - � S j i ATS -atS LOA 3P PDU -401 PDU -402 1 f PDU -403 F U-000 U -000 PDU -405 I--- PDU -406 PDU -407 POU -408 P9 DP - HC 800A 480v, J }P J�3P 1 }P J SP ) LI LI LI LI LI L LI 3 DP -CR4 L ) 20000 ) 2.000 2000:.. ) 20000 P }P v 3P 3P LSI V LSI LSI LSI N C l 3P Y 3P 20000 L,1 2000, L J 20000 y L r LS 1 / *-t 3P 3P J 3 l- ) 3P " l ~ / " 3P L 00 1 3f 3f 0 SWB - CR 2000A 480v. 30 3w 65KAIC ) 20000 12000 3P 3: LSI LS 200 MAINTENANCE BYPASS BUSWAY 'MBPB' 2000A 480V. 30 3, 00 I- DP -05 SW8 -MBP 000A ego, 3w 65KAIC 2r J.5 "CJ ,C1 P.-502 02 PP.-503 503 PDU -SOS PDU -505 P.-506 506 PDU -507 PDU -508 NO - *1 ATS -LP1 DP -HA In 12000 480V, v 65KAIC 3 78A1' 112.5 KVA 480V- , 277/480v 30 W 10/0 DP - CR5 12000 NC .�� 3P LS1,E0 ) 1750 / 3P l 3P l 3P / 3P' /3F )1'• l }P U LI U L. U LI !I LI 35 LCP ) 1200A 3P 1.51,E0 S1,E0 450V KVA 480V- 277/4800 30 4W WO • PANEL PANEL R20 I R26 I SW-LB LB `30 480v. _ 30' 3W - 100KAIC CONSULTANTS GE <CPI °TION R E ' • , ,,. - EASO.Eut PER 51,187 R� e - milk— l r r 11 If LIM il li 1 II,!. El ill L } IN - ar III E 1 11 ° 1. ,U a G1 GONSULTANTS F 0.l RE/ " DESGRIPTIU .. T7 ,,,. ,' 1SSUEd I'02 ,f4/7/70; NG NUMBE' CNV or - 'nlln?IM : :i.. PROGRESS DATE,.. JUN' 14 NOB:. a6cvc '.?s r5r. POT .. �± . P6aNT C EtIE4t ' aaortz.xuNBEa; Jv ^ ^ - Of70 Jc'S� °• r {1RAtl4I a GEI wG�+EGK[0 ar ., ,;; aPermvEO Br. , BUILDING 21 -05 3417 S. 120TH PLACE, TUKWILA. WA Boldino FootprA t Area = 188222 ' Sc Ft_ 'K NU�FC' RIND Sites_ CRANE CONCRETE SLAB FB■ND HUN 35TH AVENUE SOUTH -' BUILDING 21 -03 3417 S. 120TH PLACE, TUKWILA, WA Bu1A,nq Footpr'41 Areo - 200,868 Y So, Ft vAREHOGE / STEEL Rat / CONCRETE SLAB FOINDATIFN Ec4, w . on NOTES R O PROJECT SITE PLAN 'GOODYEAR' BUILDING 1 2- ARCJ4+TE CrU CUPERTINO ELECTRIC_ =Grin : .' y o 01 1 ' III 1 111 Hill j G i II III� ��I; ur; , °=le 0 ; Ill l lil Y r°'1 r I Whirr r j ° r A ICI IIIA�/ I li f:, I I Y Y�I A . vu�liA d r_ a ; � Y Y Y Y ; Y � Y � Y I I Y Y I P Y iNV l �li; ���� ..r9i�� - 11 • :. AI AI °II A YI .YI 1 Y1 ; A ' A - 4A, II A A AN A, A A 'A A A A A b1�!a�r I�IFIII,�II�� I I !1 r i 1 .° i 71 i= . i P fi ► i 1 I Il a n Af t , A o A I AI�A . A : !; A 11 R IIl1'YI�Y�Y Y'�iY YliYYYN 11.11j11 '',_l11 �l III III II It hlll _It �',l, .I' II 1i I Is, .. .:.I I® Z 0 0 0 RECEIVED MY OF It. JUN I a 2aao PERMIT CENTEk JANUARY „ [II LIGHTING PLAN — AREA 1 1/8.•=1.-0- atrittiggark � r � �D D • -_ _ �_� ' _ 4 i L L L _I Li LI LI LL LI LI J 1 LI LI LL IF f r El LI G3 LL L-I 1) — i�iri�? Y 3 ® M - - -- J t'RGHfTEGTU.R, KEY PLAN PERMIT CENTER I. ExEMES: JANUARY ° ° PAM Ci aMl ESIZ S mil ° :PM= a ®.1 =MERE E RIME I VIM Mr 111111 rs aa® mom r -4 11: 1 6 r. 1.1.41101 0 1 all : :C p►� el - Mr a® al ®--' ° -° -. ° 'Nil Ell ° ®i NM 3 e. S� _l pall • a LU i3 aaa�� if ro _ ,114 i� E-- Q--L __l I - - I 7 0 - ' --- L3 1 ---- T - L s, ! I, � v7�aaac�nitMEM.N3� MMa® I 7 T Mt F: MI VIM -.r tIMO ° 1 ' Mil o MM 13 ° l . ° O ? la 1E11 E= L15 -15.1 ° IIS -8.I 11111= ar � 1I®a!MMI=aa111 ilr@ i12111sia® I L g'f 1 01 I -I CAL FNL,LS — ° a110111i =some 0 inirmLH! a® snillimesma ;rumma I 1 a P. - ncIl awl @q�� ° ° IMM ° ° LI ice! 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Itlll> CONSULTANTS RE'/ GESCHFi ON Gn`_ ISSUED FOR PERMIT 6/14/DG �w 4€ 45y1 C/ g sommisammummmo PEWIT CENTER RECENE� '17"N° TRLE cm o c T= 1A ! IG' r I Ai•, JUN I 2000 T ' ° D -13 2-4=1 i M e U 3ab ': �tt i OD \ \, ® t1 MI ' i Q " - . EJr- ,50 NI 0b ME el • e 3 7 3b Aft 1300 3ctl NEIL • 1E1 13b I , 3ab ab iFP� ,r 50 =E --- --- r - "' --WZ 1-1,- -I I _CL E --- . t b ,ac 1 e ° O 150;1 ` I SSob 3 4et 4e, !', 1 -es ef 4f 6 19ob 1- gab I IIIIIIIIII-I� I - T9 ob 1 EC 19ob IIIIIIIIII;1 9 t90bt9 i9b �IIIIIII♦ t EV% MI »E1 3 3a IIIIIIIIII✓ ° -"qRO ►� jI 3ab 3ab Pei 6 MIC 011 3a I 33k ! 5,5k 6ef i 6e 9 1 19 790: :190 L fl O 19ab' !'1 9ab -1960 EC MI 19ob l 1 1 9 6 0 1 79, Tat I I : ago! i - -- -- 1900 toab 5-14 a F= a�o = off 5bb ,Stib : 1500 - 1 1,00 ISOb ISab r LU -15 IIIIIIIIIIJ • 3ab I 0b b i 3ab - 3a 1 ,F II b Ajll EC 300 3ab Sac 3 fl w- IIIII C • ` El S,Sk _ S,SN 5k 5 0 S 5.54, ° ° '' 1111111E011 IMMESIIM IIIIIII, IH19ab 19ob 'I 77 170- cb ob MN 0111010■1 • 0 1 e : ! A IIIIIIIIII1NIUM IND I� IllEINUE5 =\1 I=11 Is 1700 - ' 17 TYP U ownnotqwzmwmom • EC OE MN RQ.T s a[ IL ,cam _ ,c 22n I ... 25 ' 22r ( .. .. 2.2n 2.25 2.21a -.r- - B _ 2cC ce __ . -. _ 2_ -.- __ -- - Z� — cam b _ c I Q -' =I' �� I '!L 2 ,25. 2.2n 2 2n : � 2.2n I 2 2n r —5 — 55 aef 2 fl lab 117ab h : 7a is. b _ i5ab < T £nos E � , a 7a bb f Ni ICI- -V* IN -I;j - J H • 7!KI 7 ' r RECEIVEV CDY OR TUKWILA JUN 14 2000 PERMIT CENTER KEY PLAN NNW 41/ AAP dr AV' w DRAWING TITLE: ' r K 1 ROGRES 1LE: ARCH LRAM 1.. f•C15T£RE G %CNAL E� E %P,RES. JANUAR Ia, 20<I PL PROJECT NUMREP. QQ DRAWN. BY CHECKED BY: APPROVED RY7. , .; 300 1/8 „_ 1 ,_ 0 „ LIGHTING PLAN AREA 4 4f 4e! ' 1=1 - L-1 I I 75ob \ CONSCLTA. ITECTURE CUPERTINO ELECTRIC 0.5 94CPIPIIOIS - D OS' °SOV ISSUED' FOR PERNIT = 5 /14/00 'P— SF - i -1 RO$EI`1ED Tfi,.Y E1F 7lIKWIEA JUN 1 4 2000 pER1AIT CENTER CONSULTANTS RE[ Q2SV+PT1075 ISSUED :FOR PERenIT !EXPIRES: wNrRY 14, 200 F ■ �1P0wER PI AN — COMPOSITE EH -1 EF 2 EF' -2a -2 -� 5T' -1♦f d e.� - 579', EF -6 SF -6 i 7 SF -9 PROGRESS ARCHITECTURE CUPERTINO -' ELECTRIC 6/1 Wrgmeast PRO.IECT NUMBER: .. C DRAWN 6Y: cNECK Br: PPRO 'TED BY. r cemINO.: TITLE:...' . P-OIUGK p; .,;. rC` CONSULTANTS: ROJECT NUNEER AEI AIL w 1/8"=V-0 POWER PLAN - AREA 1 I ARCHITECTUR. CUPERTINO rte' ELECTRIC �.�aEU3i��C *sr. fECNEO BY: pEOFNEo CmaF TUKW JUN - 4'2000 PERMIT CENTER , NUUBER IC/ SJEY ARCHITECTURE CONSULTANTS J . DESCRIPTION ,C ATE APT ROY ISSUED FOR . PERMIT EJM /CO p.m,D Tate =O PE' FL:=i\ PROJECT NUMBER,. 0— ; -G 1 C. ma DRkTi 8Y. a CHECKED BY s e APPROVED 6Y. KEY PLAN pRawi}ic.''iiueq DRANINC TOLE, gECE1VED D�'OF Tl1KWILA JUN i 4 2000 PERMIT CENTER 579'-7" v SHEET NOTES: O J -BOX ABOVE CEILING FOR FIRE SMOKE DAMPER. SEE MECH. DWG. FOR FIRE SMOKE DAMPER LOCATION. ARCHITECTURE ECR • CUP ELE OO rota CONSULTANTS REV C. IO• ISSUED FON RERNIT ; '_6 /11 /00 r H3A -3,5 ! - R3- 26.28.30 32,3 3 t 2A i 3 f� _ :.22.24 /IaCC -1 MCC -3A Pa-2A - MCC -3 CC -IA SHEET NOTES: O J -BOX ABOVE CEILING FOR FIRE SMOKE DAMPER. SEE. MECH. DWG. FOR FIRE SMOKE DAMPER LOCATION. O J -BOX WITH MANUAL STARTER SWITCH ABOVE CEILING - FOR VAV FAN TERMINAL BOX. SEE MECH. DWG: - FOR VAV FAN TERMINAL BOX (FTS)''LOCATION. J -BOX FOR 4.5 KW ELECTRIC WATER HEATER:.. COORDINATE EXACT LOCATION WITH MECH. CIfV C� TUKtN L5 JUN P �e...HECEiVED ''GCTTII OF: IUKWILA JUN 14 1UQU . KERMIT CENTER PROJECT NUMBER:: DRAWN BY GNECKED BY ARCHITECTURE MCC -7' 00— — 1 /8 .. = , T -O " L �G 3 POWER PLAN - AREA 4 AR5 4 AR6 - b6 ARS 3 - R6 MCC -7 z 1 — H LTV V 480V,30 24P '.agCV.3x . -- MIT OF MCC -7 2 COPE RTINO ammi. , ELECTNIC r'�'.amr im sm¢r fas'am - eoaa SSUED FOR PERMIT '6/IT/TG DRAWING TITLE 1 __! -- -t - �-4 CONSULTANTS:- ' EXr'IPES JANUARY IuE Tory _ 7'•i17 GROUNDING PLAN — COMPOSITE - 1 =20' -p IF - _ ' I ._. 575•_7• I - il I 1FLH 57' B DRAWING TITLE aECrrvEU cRc?u'uG 1N � ,. -, .. . O OF TUKWILA .' JUN-1 PERM" CENTER ' ARCHITECTURE ELECTRIC, M Li L L L Li Li Li --- 3 GROUNDING PLAN - AREA 1 /8 1 -0" JHH I • -- I 7-• rrT1- r I u I :< I 1 x I I, , ! -,-- i . , — -,-,--- • - x-,- ,-4,-- 1 , I - ' - - " FI- , , , ' i ,_ , u _ , - -i -, 6"„ 1 5- GRC _, i9JVQ_ 'GOO WOO #0. BOB -COPPER-GROWN WiRE BELOW I . 161111111 _1 - _ L 1 _ [ I _ , 1 1 , _ _ I 1 1 ' I , , 1 , . , • , 4, .-T- , ! , , , r 4- -- -H Ti 1 . I 7 - 4 A- - 1 , ___ . F , ■ g -----, [- r G ' B — -- -'.- - C I W ' 1 ! I ! _ - - - - - H - 1' — - - - — - - 11 It - - 7-1 - dJ I r 7- 1 - - J ! - I ! 1 r [ 1 L CL J ir 7 IF 'LJ .1 0 SHEET NOTES: 0,-Lx IN ELECTRICAL ROM OU D ROD. SEE GROUNDING O TAIL FOR ADDITIONAL INFORMATION. CUPERTINO ELEpTRic Ot6E, 11=1 CON'aULTANIS.; 4,DRIFT.10G 411E. "ISSUED E0i PERMIT 6114/8 -- T 'EXPIRES, OBOOB 0 I zot . , DRAWING TITLE C.,,,R011E1 FL JUN I 2000 ' BRIDGRESS DATE: , . FILE: PRoJEcr NUMBER: DRAB t4lie8E14 . .?,CHECRED APPROyED BY. --- G- rf { 1/8 i ._ 0 ,. GROUNDING PLAN - AREA 2 SHEET NOTES: / 7, - X x12" GROUND BUS LOCATED IN E L ECTRICAL R AND CONNECT TO'GROU ROD- ' GEE GROUNDING O ET atL - FOR ADDITIONAL INFORMATION: ARCHITECTURE CUPERTINO` ELEGTRiC DRAWING TITLE: -. FL 4N RECID' CRV OF TVEURwIM JUN 442000 PER IAN CENTER PROGRESS "DATE PROTECT NUN R. CO o TRNN1I6 NUIBRER 6/0/8 GROUNDING PLAN - AREA 3 RECEIVED Cff oF. TUBU �. JUN f 4244E1 PERMIT C= EP L r i 579 1_ 7 1I SHEET NOTES: 1 'x81ROUND BU LOCATED IN ELECTRICAL RC ET AND CONN ECT GROU ND ROD. SEE GROUNDING'DETAIL FOR ADD I NFORMATION. • CT U R E CUPERTINO 11112111111111% 7:07 ELECTRIC —_ c.08. 808;1.00 CONSULTANTS ES: R ^T1O ?I 65UED FOR�PERMN '5)11 00 , GROUNDING PLAN — AREA 4 1X8 .._ 1 ._ 0 " I SHEET NOTES: O i ", :g 12" GROU0 BU LOCATE0 IN ELE D L ROOM AND C ONNECT G ROb. .SEE GROUNDING- bETAIL FOR ADDITIONAL INFORMATION 1 • :'OFFER GROW, G ___ — --�' - I-1 1— It I I 16' =t 6" GROUND GRID WITH #4, BARE COPPER. GROUND WIRE BELOW RAISED FLOOR CUP €RTJNO .r® ELECTRIC- 101 w _ fwe eon -a vCwU. nKJ) EERIE ••• • HE KEY PLAN y AECEIIF CRYOF TUKWILA JUN 1§ 2100 PE171Ii CENTER e nommasauseism EY AR CHITECTURE EXP5ES: £5NURRY 16, T0011 - ROOF PLAN — COMPOSITE I 1 , ITV VI I Lr�i. e ••• •••• ■ Mom mom II ett� eI n II eel � S C C C O 579', / Sl' -III" 57 " -14j' S7' -I1i' H H J 5 4" •••••••••••••••• ••• J■ 58'-4' H 5V -0k CU0ERTiNO CELE,CTI IC RECEIVED GiTV -OF' TUKWIIA JUN (42000 Paw CENTER or® PROGRESS DATE: '., FILE ,r -_-",E7 -,._ 5/ PLOT. 'PROJECT P 42(0 . -I-I CC DRAwR Br ?'CHECKEO Eft: i. - . "w =5 E� I/4 HP 29 ROV, I? ARCHITECTURE CUPERIINO ELECTRIC m, m n n"a S ew. - o ucxa OF N%ILA JUN 1 4 2000 PEFl MIT CaN T L CONSULTANTS g 1 /$"_,._U" AL v ROOF PLAN — AREA 2 a r 1 ncc- Mir 3 / 3? 4aov. 3t . a ARCHITECTURE CUPEf2TINO : ELECTRIC ioc.me;eox: to PROGRESS DATE FR.E; - ?5 PLOT PROJECT NUYRER= ORAWN sr r0 CPECKE0 Ex: ". _.. ._ JUN 1 h 2000 PEWIT CENTER 1 /8 ,. =, , _ 0 " ROOF PLAN - AREA 3 ■ va0v 9n IS ■ � NISSIIMEIN IN ■T u ®I NEE J mm 11 ARCHITECTURE CJPE.RT010; ELECTRIC OGRESS, TA FR.E: PLOT: PROJECT NUMBER: '.C1'= DRAWN RD a GHECNEO 8Y. ROOF PLAN - AREA 4 I E%PIR PROJECY 'NUMBER: C'u -::1SC .'CHECKED BY JANUARY 4..'20011 • i < II a%+F <30v. IEJ 0 IT CUPERTINO _ _ ELECTRIC - r =. A 9 5,P.L�Y. 'Swr'ASE. a 9Ar r2 r IWB�.eoB � CONSUIiANTS ; n,- DESCRY-110l ISSUED', OR PERMIT 6 SGi 38KV I (3)500 KCML 35KV TYPE 6 SG2 i STUB OUT AND CAP SG1 >— 3 4/0 35KV TYPE MV 105' ff 5 SGI 72 ` 4/0 35KV TYPE MV 105 5 501 T3 S3 40 35KV TYPE.MV105 5 501 I T4 - (3) 4/0 35KV TYPE MV -105 (3) /1 IG 5 SG2 7 0 G 35KV. TYPE MV I05 5 1 -502 72 53) ; TYPE. MV -105' I (3) / i 01G 5KV TYPE MV -105 iV10 t 5 I _„ i ;,c0,251<4 1 (3) </0 I" 35<4 TYPE MV -105- T POWER RACEWAY SCHEDULE, G2 002 300X „ „ j (3)500KCM4 (I)/4 /0 NEUT. ,(CA) EG2 El ' (31500KCML. (1)44/0 NEUT. (I) 400KCML GND. (EA) (3)500KCMIL. (1)/4/0 NEW, (EA) (3)500KCML. (1) /4 /0 NEUT. (1) 400KCML. GNU ( (3).500KCML. (1)( /0- NEE. Cl) 400KCMC ON.1' (3)500KCML, (1)#4, NELIE. ('i) 400KCM(r GNU EA) (3)500KCM EU L, (1) /0 /0 N . (3) 4COKCMI3 GNU (EA) (3) 600KCML. (3)/0/0 NEUT (Es) ; 600KCML. (1) /4 /0 NEUT (EA),. (3) 600KCML. (1)/0/0 NEUT (EA).: (3) 500KCML, (144/0 NEUT (EA).. EN4388 ',I001.1 6l84 44. 200171 3 -PHASE HA FEEDER SCHEDULE HHAS 40 3- PHASE SW (2005N) AMPS NOM. 5YMB0L n 'lic0'._ a SYMBOL CONDUCTOR EQUIPMENT CONDJCT CONDuCTC CONDUCTOR GROUND 20 023 1/2'0(3)/12 AWG 024 112 C(4)/12 0WG 30 033 - i/2 C(3) /10 AWG 034 1/2[(4)110 AWG 80 043 3/4'[(3)/8 AWG 044 3/4'-(4)(8 505 50 053 3/4'1(3)/8 AWG 60 063 -. - 1 C(3)16AW'G 70 073 1 C (3)/: AWG 1 4 1 1 3 / 0 34 ( 3 3 0 1 0 4 0 '00 103 3 -3 /6” 0(3) /3 080 1 2 5 123 1 /2 C (3341 AK 150 ..5 I 1/21(,3)/1/4A60 ;75 173 7/(3)/2/0 AWG 200 203 2,(3)#3/0 AWC 225 223 CC(3) /4/0 004 250 253 2- 1/2 - 53) /250 KCMIL 300 303 _2- I/2 5(3)0350 KCMIL 350 353 3 1400 10035 TOO 403 3 /500 0C1.415 450 <53 (2)71(3)14/0 440 500 503 . (2)CC(3) 1250 KCMLL 600 603 :(2)2- 1/71(3)/350 ROW_ 056 i C!aji8 AWG 700 703 (2)3-1(3) /400 KCMIL OUT 803 (2)3 C)3) /500 KCMIL .s0 1003 (3)3[(3)1400 KCMIL 1209 1203 1(3)3-3/2 534600 Kcal 1609 1603 (4)3- 1/7/(3)1600 KCML 2000 2003 (5)4 C (3461b KCML 250^ 2503 (6)4 0 (3) /600 40.300 300 .x (6) c (310600 KCML & 44/0 NOG__ 1000 4003 _-- MO, (3(600 KCML 5009 500x 0)40 (3(1/0 00M, I /s;a NEUT 2504 ALL 'nIPE 1 DUAL PA,ED THHr. 4 i HWN y' C 600v, COOPER 0N CND WIRE WHEN DES,GN:.TED / OF CONDUCTORS AMPERE RATING 0006 (5)31 (4)1600 4080 (1)00 (4)/600 KO. 000 (8)< ( 804 CK; (1,0)6 {6)/600 Kan_ 0094 (10)41 (4)/ v. Ka. 025 1 /CC(3) /12 AWG & (I) l8 (0) /12 035 1/2((3)/10 AWG & (1) #6 (N) /10 .... 045 1 AWG & (1) /4 (N) 110 055 I /8 AWG & (1) /4 (0) 10 054 -- ,c445 - AWG 065 11/00 - (3)/6 AWG & (1) (1)6)'x, /10 070 . , -17 1 (4.; AWG E 075 .1-1/00(3)16 & (I) /1/0 (N) 2 , - ,,0 - 0 13 040 095 1- 1/40(3)/3 & (1) (I/O (N), /8 104 1 -1 4 04)13 AWG 105 1- I /7C(3) 13 & (1) /3/0 (N). / 124 ,_i /3C 1 4)3: 500 125 7C(3) /I & (1) /250 KCAL (8)''. 71 402 155 2 AW0 1112' 3/4)//2/0 4 AWG 17s 70(542/0 AWG 20 2/( TOG 205 2- 3/0'/(5)/3/0 AWG 224 2- ' /7C(4)/ 1141 225 ! 2-1/7C(5)/ 4/0 AWG 1 00 3 -1, /2 /500 OOIM_ 405 :4 C(5)/500 KCMIL 154 (2)2 -1 /7[(0)11 /0 RWO 455 (2)2- i/7C(5)/4/0 KCMIL 501 (2)2 1/7^ :250 KC/R,. 505 :, (2)3 KCMIL 604 : (2)3 /350 Kan_ 605 1(2)3- 1/2'C(5) /350 KCMIL 704 (5)3 3/71( KCIE'. 705 (2)3- i /7C(5) /400 KCMIL 804 1013 KCML 805 ,(2)3 -I /71(5) 1500 KCNIL 1 004 (3).s 11( /400 KCMQ. 1005 1(3)3- 1 /7C(S) /400 KCMIL 3206 (3)3 /70484600 KCMK. { 1205 (3)4 C(5)1600 KCMK 1604 (433 -1, 7/(4)1600 !COOL 1605 (4)4 0(5)0600 KCMIL 2.305 (5)4 C (5)/600 KCML 2505 (6) (5)1600 KCML -- -3 (8)4 C (5716w KCML 0005 (10)1'0 (5)1600 KCML - - -- 4065 ;(/0)4 (5)1600 KCML 127,0(90 15 2 KCIOL 255 SC(S)125O KCMIL l4 ; 394 ' 3"C(<)/350 804. i 305 1 30(5) /350. 16C1.111 354 3-112 4430 ACM's 355 `:3 -1/7[(5)/400 KCMIL /3 /0 14/0 350 400 500 (2)350 A R`C H# TE CT `U R E CIfPEITI//O - ELECTRIC Oc4o. nwn E^ENEO. CITY R OF TOkWILA '. JUN 14 2000 PGFi rr CFMEfl BRAWINa- I JANIMOV tq T,ppi_� 303, NO CE t8(11 il'! -: 1N f, ,a NEM :. MCC SCHEDULE MCC-! 12000. 480V 3PH 3Y! 65 KAIC. NEMA IA MCC SCHEDULE MCC - IA ' 1200A 480V 3PH 3W 65 KAIC, NEMA IA MCC SCHEDULE MCC -2 F T'i PF: 317.E BKR W[RE CONTROL COMMENTS N0. CELL DESCRIPTION FLA TYPE SIZE BKR WIRE CONTROL , COMMENTS N0. CELL DESCRIPTION 1 HP FLA TYPE SIZE BKR WIRE CONTROL COMMENTS ^dCOI.IING LINE - ___. 1 INCOMING LINE - - - L — 4 06 - 600 4 AIR COOL. CHILLER 2 - 406 - - 6C-0 `j - 2 4 ' COOLED CHILLER N O. 3 - 406 - � 600 1 _ =VNR 50 HOA - P; --CFr CHILLED WATER PUMN ] 30 40 NNR 3 30 r3 HOA -PL -CPT 3 2 ;CHILLED WATER PUMP P-3 30 40' FVNR 3' 80 I HOA PL -CPT Epp 603 < 4 AIR COOED CHILLER ND 1 405 6 00 603 - 4 4 F AIR COOLED CHILLER N0. 4 - oo6 - - T 600 i. � 'CHILLED WATER PUMP P -1 '^ FEEDER SIZE AST :25% TOTAL TOTAL CONNECTED F EEDER 5,E. ELM L" . HFR TOTAL TOTAL CONNECTED FEEDER S:'ZE N'.' CELL DESCRIPTION DESCRIPTION 1. _ ROL - HAND - OFF -AUTO PL- PILOT LIGHTS, 1 -GREEN (RUN) CPT CONTROL TRANSFORMER 600A- 480V 3301 3W 65 KAIC. NEMA 1,1 Ell 3'n 65 KAIC. NEMA RED - RED (OFF) 4.8 4.8 4 8, NNR 8712 NOTES'. 1 nut 804 '3PH '?W 65 KAIC NEMA IA MCC SCHEDULE DESCRIPTION HP FLt TYPE SIZE DKR :NCOVING N AR OGLED C 'ER N - 406 - - 600 7HKLED WA P M �C 4G FVNR 3 80 AIR COOLED E NO 3 405 - - 600 LLD WATER F - ,;n= _� t0 FVNR 80 TOTAL CONNECTED 892 NOTES. TOTAL CONNECTED 68.4 NOTES MCC SCHEDULE Mcc -4 600A 460 3PH 3W 60 KAIC. NEMA 10 MCC SCHEDULE HP FLA TYPE SIZE BKR WERE CONTROL COMMENTS _ N0. CELL DESCRIPTION Hr F. TYPE SIZE BKR WIRE '.6 FVNP • 023 HO cT H: '''RiS' HOA -PL -CPT 1 5 2 u E' EF - 1 r ` - 6 FVNR 1 1'_ 7.6 FVNR t - -.. 5 - h0. P' CF T .` FAN I4 5 6 NNR i5 -- HDA PL CP_ r ., nL _ HC P c _ f n "3 FAN Lr �r . = ` F✓.n . � -..' ' �`� :iOA_oLCP- , f FVNR IS �04 PL- CPT -. 5 6,6, FAN' -',E '6 '.R _ _ - U - 0A_FL-CPT \ 023 'OA -PL -CFT 06 0008 1 -.... 5 t_ � 7 6 FVNR t tz 3 23 HOA -PL -CPT 1 EY- HAtl�i FAN Er ., _.'.'. 7.6 FVNR 15 C917-r, HOA -PL -CFT / 1 E30AUST FAN 66 -:8 ] -6 FVNR 1 15 OLJ HCA -PL -CPT -_. i5 � 8 EXHAUST FAN OF -IP 5 0 6 ...0000 33 n ' 6 0000 R 300 --80 -CPT 1 2 - 40 , -PL -COT �- i 6 FVNR 0 3 HOA-PL -CFT 5 A FAN Fr 21, 5 %6 FVNR 15 U HOA -PL -CPT TF N , NR t 5 - -.. •`� HOA-PL ' [AHAB FAN EF EI 5. ].6 PP,. t5 8 HOA -PL -for FEEDER SIZE: FEEDER SIZE. LARGEST 125% LARGEST 125% SUM OF 07HER TOTAL 'TOTAL _._._ CONTROL HOA - .F. .:.LT AT - CONiRCI TRANSFORMER MCC SCHEDULE HP FLA. TYPE SIZE. BKR F✓NR 97 NOTES 50 250 5 IRE 02 600 - HSNP - OFF -AUTO ,IGHTS. 1- :,REEK (R00). t- RED (OFF) - CON,O'L TRANSFORMER MCC -___. 3PH 3w 65 KAIC. NEMA IA MCC SCHEDULE MCC 3 12000 480V 300 3W 65 KAIC, NEMA 1A MCC SCHEDULE C - 3A CONTROL COMMENTS NO CF.LI, DESCRIPTION FIR FLA TYPE SIZE HKR °E CONTROL COMMENTS N0. , CELL DESCRIPTION HP FLA j TYPE SSUE y BKR z win_j CONTROL COMMENT; INCO8IN0 LINE - -- - 1 L 7" I INCOMING LINE. 1 - L - i - -AIR COOLED CHILLER N0. 5 - 406 - - 6C0 v 6 ` 7,3 2 4 AIR COOLED CHILLER NO. 6 I :406 I - - HI : 600 i —r - HOA-PL-CPT 3 2 CHILLED WATER P., P -5 30 40 I FVNR 3 00 .Cfl- L 1 , ) 80 HOA-PL-CPT 3 ! 2 !CHILLED WATER PUMP P -6 ! 30 - 40 FVNR 3 HOA PL -CPT 1 AI 043 R COOLED CHILLER N0 4 - 406 I 6F7 '` - 4 4 '.AIR COOLED CHILLER NO. 5 ! - 406 I - ' I 600 � � HOA- PL-CFT 5 2 CHILLED 3ATFR 0000 0 - 30 a0 FVNR R 3 80 HOA-PL-000 : 5 2 :CHILLED WATER PUMP 8-5 i 30 40 FVNR I 3 80 023 % 000- PL-EP. 6 1 .. I i 2j !TOTAL CONNECTED ' 89NOTES: I FEEDER SIZE: T LARGEST AT 125% - —_- SUM OF OTHER TOTAL CONTROL: HOA - HAND - OFF -AUTO PL- PILOT LIGHTS 1 -GREEN (RUN). 1- RED (OFF) CPT - CONTROL TRANSFORMER CONTROL FGA -FL -CPT HOA - -PL -CPT HOA -FL -CPT HOA -PL -CPT CONTROL HOA - HAND- OFF -AUTO FL- RIOT LIGHTS. 1 -GREEN (RUN), RED (OFF: CP - CONTROL TRANSFORMER MCC 6000 4801 3PH 3W 65 KAIC. NEMA IA MCC SCHEDULE MCC -8 COMMENTS NO FELL DESCRIPTION HP FLA TYP BKR WIPE CONTROL COMMENTS- INGJM�N .I N I, RT-_ EE SF -3 rF EF -3 EF- 4 TOTAI. CONNECTED FEEDER SIZE LARGEST AT 1257 SUM OF OTHER TOTAL TOTAL CONNECTED FEEDER SIZE .RGEST AT 125% SUM OF OTHER TOTAL TOTAL CONNECTED FEEDER SIZE: LARGEST AT 125% SUM OF OTHER TOTAL CONTROL H., - HAND - OFF -AUTO PL- PILOT LIGHTS. I -GREEN (000), 1- RED (OFF; CPT - CONTROL TRANSFORMER _ -. 40 NNR 3 80 �3J HOA -PL -CPT 8921 NOTES: 892 NOTES 68 4 NOTES TOTAL CONNECTED 29 NOTES. 0CC -s CON?ROL COMMENTS STARTER VP/UNIT STARTER W' /'05 5705705. 8/05)F 5C 60 STARTER ; 'UNL7 STAP, n w /UNIT STARTER W / 3s - 45 STARTER W /UNIT _� - - - - � Will, A 3 t.5 0 •) - 1. 1 5 t 5_ 1 5 'I 2 tCHILLED WATER PUMP P -4 30 40 FVNR 3 I 80 1' HOA-PL-CPT 6 - TOTAL CONNECTED y 892j, NOTES: I FEEDER SIZE: LARGEST AT 125% SUM OF OTHER TOTAL CONTROL HOA - HAND -OFF -AUTO PL- PILOT LIGHTS. 1 -GREEN (RUN). 1- RED (OFF) CPT - CONTROL TRANSFORMER RCHITECTURE 'LECT421c -- _55 DISTRIBUTION PANEL 392_ REMARKS RECEIVED CIT`(OF, TUKWII A . : _. JUN. 14 20000 PERMD CENTER �' }IPPP.O'J. PROGRESS;: DATE" REP 4_O'/ - M1.. PLOT: PROJECT NUMBER= CHECKED BC APPROVED :BY: (ET 0 20 NO GTA1. CONNECTED iKT ' DESCRIPTION TOTAL. CONNECTED .SC1<_PTICN TOTAL CONNECTED �'i-OIL7',ON PANEL CONNECTED LOAD HP KVA AMP BKR WIRE REMARKS 12I 28 _.4n 2° 40 4o L< � 28 40 - 28 40 (043 ) 28 40 043 21 '^ 392 308 DISTRIBUTION PANEL 6F DP -A3 WIRE FOR CONNECTED :,OAD HP AMP 28 (2) 1, (2) 10 28 40 (2) 28 40 (2) 10 28 40 308 DISTRIBUTION PANEL KAIC 65 PHASE DP -A5 W:RE 3 DR CONNECTED LOAD HP KVA AMP BKR WIRE 4 _ G 40 i (2) 10 28 40 C43 (2) 10 28 043 (2) 10 28 40 04' (2) 10 28 40 oa3 '2) 10 28 40 03 - -- 28 (2) 10 28 40 824322 (2) 10 28 40 (0:11 (2) 10 `O 28 40 04,, ,ASE w',RE 3 FOR ( ))13 KAIC 55 PHASE 3 BKR WIRE 40 .043 043 REMARKS REMARKS MAIN: 4002 BUS 400A DISTRIBUTION PANEL DOLTS. 4 80 ,8602. 5E04I DP WIG : SURF ,E CKT. 0 DESCRIPTION CONNECTED LOAD HP KVA AMP BKR WIRE REMARKS CRAG - (2) 10_ - 28 . CRAG -2 (2) 10 28 C RAC -3 (2) I0 28 40 CRAC -4 (2) 10 ..... 28. 40 1 3 , 3 CRAC -5 (2) I -.. 28 40 6 CRAC -6 (2) 1(i 28 40 7 (2) 1c 28 8 .CRAC -8 (2) IC 28 40 9 CRAC -9 (2) 12 28 40 10 CRAC -10 _(2) 15 28 0 <� CRAf_11 (2) IC 28 40 043 12 TOTAL CONNECTED 308 MAIN: 400A BUS: 400A VOLTS: 480 NEMA: NEM, TG: SURFACE CKT. # DESCRIPTION CONNECTED LOAD HP KVA .IMP BKR WIRE CRAC -23 ( 1, 28 (a, CRAC -24 (21 12 2E CRAC- 25 (2) 1._ 28 0. CR5C -25 ( ) , 0 28 40 �� CRAC -2T (2) T- 25 40 CRAC -28 (2) 25 40 " - 4 - 3)1 - CPC -29 _ 28 40 _. 28 40 :RAC -32 - CRAC - ZB _ 2C TOTAL CONNECTED BUS 400, 'JOLTS. 480 NEMA: NEMA.! MTG. SURFACE CKT F DESCRIPTION NOTES: DISTRIBUTION PANEL DP -AR3 308 DISTRIBUTION PANEL DP- AR5 40 KAIC 65 PHASE 3 WIRE FOR KAIC PHASE WRE 45!RE FOR CONNECTED LOAD HP KVA AMP BKR WIPE CR,- 4i 4^ �3.• RA_ -46 2) 10 20 4_ 043 C19AC_48 (2 ) �'. n 28 40 03 ■ R ^,C -41 _.. (2) ID 24 40 O4 i CRAG -50 (2) :0 25 50 - O CRAG -52 (2) .C, 28 40 CRAC 54 (2) 10 28 40 CRAC -56 __ -... _.. (2) „ 28 CRAC -53 (2) 28 CRAC - -`:.7 CRAC -58 (2) 10 CRAG -51 2, CRAG-60 (2) 10 REMARKS - REMARKS DESCRIPTION MAIN: 4002 BUS a9oA DI PANEL (KAIC 65 vu. TS- a80 , PHASE SCUD. t4ECDT DP - WIRE 3 ENEMA: NEUCT - DP - ARO ( DIRE ; 3 KITG: SURFACE CET FOR MTG: SURFACE - 500 '.� NETTED LOAD J j I. . s CONNECTED LOAD CKT p DESCRIPTION C HP KVA AMP BKR WIRE j -_- REMARKS HP KVA , AMP NOR ■ WIRE REMARKS ® _ 1 1 CRAG -12 - (2) 10 28� -40 . 2 :CRAG -t3 (2) 10 281 40 3 ''CRAC -14 (2) 10 j 28� 40 ; 4 'CRAC -15 (2) 10 ! 281 40 T 5 ''2502 -76 (2) 10 1 281 40 1 4 6 ;CRAC -t7 (2) 10 ,' -28 40.. 7 "LCRAC -t8 _i_(2) TO _ I - 281 a0 . 1 8 !.CRAC -19 (21 10 281 40_I 9 ICRAC -20 : � 40 : TO i - 281 ; _I. t' :CRAC 2' 'i 8� ao. I- 11 . -22 (Z) (2) 1 0 2 4O 12 13 6 IAAIN 4004 BUS: 400A CRAG- 12 I (2) TO ; 28 40 1 I CRAG -13 (2) 10 1 28 40 CRAC -14 ! (2) 10 26_(_ 40 4 CRAC -15 ', (2) 10 28 49 1 5 CRAG-16 . ' I 10 1 281 40 6 CRAC -17 (2) 10 281 40 7 CRAG,-i8 (2) 10 8 CRAG -19 (2 10 28 40 CRAC -20 - (2) 10 1 28; 40 28 40 - _ � ._ 3_._ (2) ID ! _ 28' 4oI K3489. 490A BUS- 40GA VOLTS: 480 NEMA: 666(41 CKT 0 DESCRIPTION C - i 9 DISTRIBUTION PANEL (2) iD, CR4 ^ -<3 (2) 10 L -44 (2) 10 2 _4'_ 5_ (21 10 .5 2-55 (2) 10 28! 40 08 DISTRIBUTION PANEL DP -A4 CONNECTED LOAD HP KVA AMP BKR : WIRE ,RAC - (2) 00 28` 40 C CRAC -35 (2) 10 28, 40 0 -36 _.. (2) 10 28'. 40 CRAC -37 (2) 10 28 40 CPAC_38 62) 70 28'. 40 "OTAL CONNECTED 0 392 KAIC PHASE 35 KAIC 65 PHASE 3 WIRE 3 FDR 403 REMARKS 18 19 20 ; TOTAL CONNECTED NOTES, MAIN:. 400, HUS: 4002 VOLTS: 480 NEMA: NEMA1 DP - MTG: SURFACE CKT. g DESCRIPTION CONNECT _11 L0A6 _ HP KVA AMP BKR WIRE' 1 .CRAC -34 1 1. (2) 10 25 35 2 CRAC -35 (2) I0 : 28; 35 I _ - 3 CRAC -36 (2) 10 28 i 3G a 'CR4C -37 _(2)t0 0 , 35 . I 5 .. CRAC -38 (2) 10 0 2B'. 35 j_ 6 CR6C -39 (21 10 28 1 : 7 CRAG -DO ' (2) 10 28 35 8 .CRAC -41 (2) 10 28 35 9 CRAC 82 (2) 10 - _ 28 _ 35 , 10 CRAG -43 (2) I0 72 28 35 . 11 CRAG- DO (2) 10 1 28' 35 12 CRAG -62. (2) 10 - 28: 35 ' 13 CRAC -55 (2) 10 281 35 1 ' CRAC -59 ( 10 28', 35 15 16 I 17 1 NOTES'. 18 19 20 TOTAL CONNECTED S. F U R E CUPERTi1V0 LLCTRIC, i6E,us511d:- -_ MNN' LUGS 025. 20202 VOLTS- 260 NEM, NEM, M : DISTRIBUTION PANEL DP - K3 KNC 65 PHASE 3 WIRE 3 FOR €•, CKT ' DESCRHMON CONNECTED LOAD BKR WIRE REMARKS HP KVA AMP ;MCC- too MCC -2 1600 COO -- 2 'MCC -6 .1111111 400 ao0 MCC -5 - 4 PANEL H2 - _ -___ a03 3 M- - 7 - 8 5 -_ IIM WM 10 ___- - i8 10 T 20 T - 15 TOTAL CONNECTED 0 12 NOTES. 16 l I 1M I r lE 18 19 I 17 � I 20 20 NO'E' TOTAL CONNECTED Oj J NOTES TOTAL CONNECTED 332.5 405 T::'T:11. CONNECTED 01 20 I .TO ,L CONNECTED 0 0 AN LUGS BUS 8006 VOLTS, 480 EMA: NEMA MTG. SURFACE DISTRIBUTION PANEL DP -HC KAIC 65 PHASE 3 WIRE 3 FD R X803 CKT.. g DESCRIPTION CONNECTED LOAD BKR WIRE REMARKS HP KVA AMP • i PANEL CP1 AhIP too MCC -2 600 2 !PANEL 03 -- ®- __- - -- .1111111 400 3 MCC -5 - 4 PANEL H2 - _ -___ a03 3 M- - 7 - 8 5 -_ IIM WM 10 ___- - i8 T 20 T - 15 TOTAL CONNECTED 0 0 NOTES. M' ♦. -. ..- DISTRIBUTION DP - KI PANEL KAIC 65 PHASE 3 W:RE DR CD CKT ° ( DESCRIPTION I L CONNECTED L OAD BKR BKR WIRE REMARKS H ( K AhIP - MCC -2 600 CP - _ ;0 . -4 400 403 MCC -5 4 PANEL H2 400 a03 3 I - 7 - 8 5 � IIM WM 10 T 11 T - 15 1 16 l I 1M I r 18 19 I I 20 20 NO'E' TOTAL CONNECTED Oj J NOTES TOTAL CONNECTED 332.5 405 T::'T:11. CONNECTED 01 0 MAIN: LUGS BUS: 2000A VOLTS: 480 NEMA: NEMA1 MTG: DISTRIBUTION PANEL DP -K2 KAIC 65 PHASE 3 810E GDR 203 CKT. N DESCRIPTION CONNECTED LOAD BKR WIRE REMARKS HP KVA AMP t MCC -2 2 PANEL P2 1600 2 MCC -5 4 PANEL H2 400 a03 3 I 6 7 - 8 5 � IIM WM 10 11 T - 15 - a 16 l I 1M I 18 19 I t9 I 20 20 NO'E' TOTAL CONNECTED Oj J NOTES TOTAL CONNECTED AIN: 1200A BUS: 1200A VOLTS. 480 NEMA: NEMA MTC: SURFACE DISTRIBUTION PANEL DP -HB KAC 100 PHASE _ WIRE 3 FOR 203 CKT. g DESCRIPTION CONNECTED LOAD DKR WIRE REMARKS HP KVA AMP I PANEL L2 112.5 135 175 a) 2 PANEL P2 ® ®® 200 3 PANEL L3 4 PANEL H2 112.5 135 175 - - 5 _ 6 7 - 8 � 10 15 16 19 20 NOTES TOTAL CONNECTED 332.5 405 'h: PRDJECI' NIIMBE DRAM B: CHECKED MRs APPROVKB 8E p Cftt OF P cn DRAWING TITLE: JUN 1 4 5TFcI5U iou FSCRIPTION I71 �.TFi.i l:'TI PANEL GAN F.CTEP L0 : \D HP 1 K`:A 1 AM t % _�_ 2 6KR 100 735 175 OG 103 65 In or IRE 1_'03 REMARKS 1�2 LUGS BUS 2000A VOLTS: 460 NEMA: NEMA1 MTG. CKT. 2 NOTES: DISTRIBUTION PANEL P KV BKR: T 500 1E00 KASC PHA ; WIRE N VASE REMARKS... CONSDtIANE :GP ERTINO ;t�E'CTR -IC; i1N'slrtFi'- 116JYi G G 'Di CHECKED 8Y: APPROVED BY: LARGE, =EASE XS LOCATI84, E9- , PHASE E' E C CT TRIP 2 20/ 4 J� 1r 1 6 86 KEE 3° 151 0.78 25 3'9 6 99 5 9 0 ✓OLTAGE = 20 AMPS. - 25 4.7 4 51 L, SECTION 1 FAIR: 14 OTHER: MCS NEUTRa BUS BUS 100 MOUNTING- SURFACE ENCLOSURE: NE .P A Ci a B L. CT TRIP A KRVA DESCRIPTION 2 20/1 3.25 LIGH.TINC 4 1 .. 3.02 _ ___ -- . 35 36 38 39 40 42 7, - 2 7fi .69 3 02 2 78 SUB - TOTAL TC a� EGAD 21.59 KVA :5 - - 3.71 3.71.2.78 SUB -TOTAL RATED VOLTAGE = 26 AMPS -. __ _- _.... _ _ -_ -___ ' 9.4 fi73 5.56 TOTAL KVA 36 8 42 - 21 E9 KJA 5 69 3.02 2.78 3.71 2.78 t, T, :GLTAGE = 28 AMPS 9.4 ]3 5.56 _DAD = SECTN i 881R 18 OTHER. BUS 0 IO A 1 MOJNDNG SURFACE ENCLOSURE: NEM nL BUS 100 CT TRIG A K DESCRIPTION 2 20/: 3 25 LIGHTING .._.. • 502 2 7 8 8 ,I. 2 t< SECTION 1 KAIR - 18 OTHER. PHASE ELLS 100 NEUTRAL BUS 0O MOUNTING SURFACE. ENCLOSURE NEMA 1 32 7. '4 RATED VOLTAGE = 39.41 AMPS mOUNGNG S.REACE ENCLOSURE -NEMA B OESCR'PTION 29 3.98 1.86 2.06597_371 6.359.25 5.57 SUB -TOTAL SUBTOTAL TOTAL KVA -�- SUB -TOTAL UBTGTAL TOTAL KVA SUB -TOTAL SUB -TOTAL TOTAL KVA SUP- - LOTAL LARGEST H (E ) LOAD SUB -TOTAL 12RGEST PHASE X3 (E] LOAD LOCATION 03L7M 4. •.NEL R2C A 120420, r- 1, T?• I626 2.i.. 2 C LOCATION 8002 132 PANEL "R28" f Ecncn It_:; 7GE ❑ !PHASE .,0: 22 vOLTS 120; 26', ,. <l5' I NEUTRAL BUS 225 DESCF TI ON KaA 2'1P C A B C CT TRIP RECFP S ; 20/: I I I ^- 2 20 a - 8 9 2 O I 31 35 TOTAL LOAD = RATED v0_-AGE _ PEASE 225 NEUTR, BUS: 225 AMPS 3 -0 0 _ 2.0 2 -0 5.0 e0 DESCR,P ON LOCATION PUMP ROOM ! PANEL "R2D" KAIR:. 10 OTHER:. VOLTS 32, 120/2080 32 026 i PHASE 8115 225 - / MLO X MCB � NEUTRAL BUS 22 MOUNTING: SURFACE ENCLOSURE: NEMAY A K B A C TRIP i CT I A B C CT TRIP A yKBA DESCRIPTION DESCRIPTION RECEPTS. 1 RECEPTS. L1.0 0 /I� ' -- HI� .0 ,.0 X2 �5 1 { -I 1 l0 1.0 ! 7 ,624 2O /. � i 1 0 ,.0� 9 - 101. 10 o z . 17 � � -y •• 18 ! - ■ T 25: 1 �._�C Z6' ' 2J7 I -L28 � L i. 29 ; L- 1 30. j .� T33 ^- 134 I j 3g1 - 40 L 4T� ' 42 4 1 SUTA O 0:2. 0 70:ALT L _ , KVA -' 3.0 0 242 SUB.�TOTA. aR GEST TO PHASE L X3 2 - - -- - -�- - - 2. is 2.9. 0 0 SUB-T AL: (E) LOAD i.® EO� VCLTAGE _ 39 AMPS 50 x:5 TOTAL KVA L CIJP €fkTINO' £ ECTRIC -- eae.� LOCATION PUMP ROOM. PANEL "R3" . I KAIR: 10 OTHER:. VOLTS 120/208v 3m, 4W iMLO' PHASE BUS 25 MCB ❑ ;NEUTRAL BUS 225.: 'MOUNTING SURFACE RE. NEMA 1 DESCRIPTION RECEPTS KVT ! TRIP CT A B C '. - 1 1 1.0 ;20/11 A A C.. I I - -� --7 L - !~ - -"-Tt -' -{-; -- "4 - - -+ -� I CT I TRIP A K9A �' I .DESCR "-,F2 1 20/1 1 :0I RECEPTS 1.0 1 _L5 • • , 6 1 1.0.1 ) I L 1 .0 ! 2 1 il'lS - I 1a -I 761 ----, 8 II I 20 122 : 24 u 26T .0 128 j i.o I R t.o I . 1.0 i5 1.0 i 7 10 1 _ 2 121 ! 23 1.0 7.0 I 1 1.0 10 i ^ 11.0 1.0 1.0 ! 25i 1 0 ! 127 1.0 3T 32 I1.0 I 1.0 , � ' 40 PANEL R3A - 1 I • 1 (39 SUB -TO AL l_46-0 6 0 r 6.0 1 TOT, LOAD = KVA 16. 0 LA T PFIAS 3 610 RG 6.0 SUB -TOTAL SUB -TOTAL PS 2.0 _ ....r 1 12.0 I12. (E) LOESAD i',. RH..D''-n-''''' t 122.01 TOTAL .A LOCATION PUMP ROOM PANEL " R3A" ; K.R 10. OTHER:. PASE S 100 COLTS t20/208V 3m, 4W MLO �F4 MCB ❑ ., 8U�s jTO ,MOUNTING: SURFACE ENCLOSURE: NEMA '1 DESCRIPTION K.' TRIP C6. A 8 _ CT TR P KVA DESGu''''. RECEPTS. 1.0 ' 20/1 Tr - HT- r _ ' � vim- , . l ✓- -. -" -. 2 20 /1' 1.0 _k, a 1 0 ' ; RECEPTS . 70 0 1,0 3 5 te 6 I 1.01 12 I I- 1 10 l 71 � 141 I,: . 17 - a , i 1 24 1 . - 123 , 25 - ii -, 32 + 3i'-'1 133 U- t• ✓` 1`:_ 34 ' 36 ' - _ 1 1 35 a} - 42 SUB -TOTAL - 2.0 20 1 0 F - 1'20 i 20 TOTAL LOAD •2.0 SUE '.DEAL .,KVA LARGEST PHASE X3 - -1 j 2.0 L 2.0 _ ) LOAD - '0 RATED VOLTAGE . AMPS ; 4.0 4.0 -..0 • SUB - TOTAL 1 3.0 TOTAL KVA LOCATIOR . PANEL "H2" - K .3 - : THEN:. VOLTS 120/208v 3 MLC X MCB � a, LW 'PHASE BUS M ✓L'fJ I'.. S, FACE ENCLOSURE NEIAA DESCRIPTION A "A C TRIP. CT A 8 C TRIP A a � V DESORPTION RECEPTS C 0 20/1, t • - - - -- 20 /, 25 26 27 28 29 SJ9 O L LRRGES PHAE x3 (E) LOAD 0.0 LOCATION DUAL ROOM PANEL " H2A' VOLTS 277/480V 3m 4W ML) X MC8 DESCRIPTION A KVA C TRIP CT FTS- -I 30 20/1; 1 S -3 40 3_ ETS 30 FTS -7 30 7 - FTS -9 4 0 ,PHASE BUS X00 _ ,BUS_ 100 EwH 4 5 - 20 45 __ SUB -TOTAL '05 12.5 7_ LARGEST PHASE X3 (E) LOAD LOCATION PUMP ROOM VOLTS 120/208,e 3D. DESCRIPTION ESD SUB -TOTAL LARGEST PHASE X3 (E) LOAD LOCATION PUMP ROOM r„L 3 i20/208v 3, 4w FIRE SMOKE DAMPER ELECT wTR COOLER ':EwC- REC;RC. _.OM: ,S FIRE SMOKE TAMPER TAI LARGEST PHASt. x3 (C) WAD PANEL "H3" PALO X MCB KVA TRIP 9 CT 20/ PANEL "H3A' TOTAL LCAD • KVA 0 RATED VOLTAGE _ AMPS TOTAL LOAD = 37.5 KVA 0 8 G 3 0 SUB -TOTAL 0 RATED VOLTAGE - 45 AMPS 0 5 2 5 7 5 I SUB-TOTAL OTAL 2C 5 'iC� OTAL KVA 21 - • - 22__ 23 24 25 25 29 •. -.- 30 RATED :'OL:AGE _ 20 2t -- 22 23 24 25 - 26 27 228 29 30 3t 32 33 - 3a 35 36 39 a0_ XA1R: 10 OTHER: PHASE 8US 400 NEUTRAL BUS 4GC M(`iUN ?tNG: SURFACE ENCLOSURE : NEf•1= A B C CT TRIP KVA DESCRIPT A _ C ..- .:- ._._...- 2 20/( t -C AC _T a - �. T -G ELEC 6 y 10 0 030 I5 NECTP L BOS 2 23/' TOTAL LOAD = `_ KVA a 0 RATED VOLTAGE = 26 AMPS - 4 0 exi KAIR: i c OT: -ER:. MOUNTING - SURFACE ENCLOSURE: NEMA 1 23-5 02 2 - - PAN, M3A DESCRIPTION -TOTAL S'02 -TO_AL TOTAL KVA KAR_t0 OTHER: ,L2,4 111 S.P = .7S_F.E NEMA 20 _. HTR -3 (EH -3) FIRE SMOKE DAMPER ELECT HTR -4 ;EH - .) sue -TOTAL SUB -TOTAL TOTAL KVA mob I TECTU RE UOERT3N0 LE'GT c rc z��rc mr SmEn arsS, asn� 00 -HPG25 01 APPLICATION DETAILS 1 INSTALL THE FIRESTOP SYMMETRICALLY ON. BOTH SIDES OF THE WALL ASSEMBLY. ANNULAR SPACE REQUIREMENTS MAXIMUM PIPE. OR CONDUIT- DIAMETER .'..ANNULAR SPACE INCH. , 0 - - 3/16 INCH 4 INCH 0 1/4 INCH 12 INCH 3/10 :5/16 INCH 3 3M FIRE BARRIER CP.. 25 CAULK IS TO BE FORCED. INTO : THE ANNULAR SPACE TO THE'. MAXIMUM EXTENT POSSIBLE WITH A MINIMUM 1/4 INCH DIAMETER BEAD OF CP 25 CAULK. APPLIED TO THE PERIMETER OF THE PIPE /CONDUIT AT ITS EGRESS FROM THE WALL 5 /i6"'MAX ANNULAR SPACING PAGE 1 OF 1 THROUGH GYPSUM WALL RECENED ''. CRY OF TUKWILA JUN f 4 2006, 479) DRAWING TITLE' • DET I1 /L.S , PROJECT Nuu¢ER4 Oa- 0 ..-- ORAwx CE1 CHECKED 8`f' APPROVED 8Y . RCHITECTIJ,RE ANUAR 1s PC52 0'. _'R ALLBOARD 3.M /RE EC RE C? 25wR4 CAuTa PTE TE DGGUMENT NCLUGES SYSTEM / APPUCaiION ,),"Ea c" 53.00 -MPC62 01 SYSTEM DETAILS STEEL PIPE L I /a` MAxIMUM ANrvULaR SPACE DEEP 10XX I4U55 ASSEMBLY '. Z STEE FURRING CHANNEL -EM NOMINAL 4 INCH DIAMETER TER SCH 10 (OR HEAVIER) STEEL PIPS APPI ICATION DETAILS \∎ NOT USED END _F D7. UNEN 5300-MPC62.01 STEEL PIPE /CONDUIT THROUGH w00D TRUSS FLOOR /CEILING ASSEMBLY wl H L500 SERIES CP 25wB+ CAULK ,R[,;,,—PENETRATION FIRESTOP SYSTEM NO FC1006 N^ 4 'Er. ASTM E 814 CANS- /.,L 14,9 _I FIRE TEST. 5SSEMB_5 M: ^:4 9 2 5 -- JEEP WOOD TRUES FLOOR /CEILING 0S EMB_5 OF THE ',CC-SERIES DES. I, IN THE UL =IRE RESISTANCE DIRECTORY. < _ Q -N, TIRE BOTTOM SDE OF. THE LOOK AND THE CEILING- [ +ni,' /.IMUM tlN U.AR SPACE ,LOWED 1/4 NCH_ , FORTED 'N C THE ANNULAR SPACE THROUGHOUT A P.EC E IME _R OF THE PIPE , ITS EGRESS FROM THE TOP PACE 1 OF 1 UL NO CA., 1044 S OLO CON OR UL .,LAS BLOCK L L MATER AL \ I/Y DEPTr1 \ }M FRE B41'RIFR\ CP 25w8+ C: ULK i'� OU CCi JUIT�� l COMPLETE OO X4T4M T IrvC SYSTEM / APPLICATION PAGES DRAWING NO 530G -MEWS: GI PENETRA,G 'EM THE WALL. S5STFM 4100115 APPLICATI C ET AI LS _ s, DOsUmES. - ANNULAR SPACE MAX. DIA METAL PrPE / CONDUIT THROUGH A CONCRETE wALL CP 25'., CAULK AGE 1 O. I SYSTEM ;'.1ST CA ,OUCH- P- NE:RATIGN FRESTOP S.S m NO CA.1 ,44 ,_ Em T. =ER AST1/ E E ",Flc. _ 14,9, FIRE iTS, 3 ASSEMBLY MINIMUM TH:C4-5ESS OF SOLE CONCRETE WALL 0 4 1/2 INCHES MAY ALSO BE CONSTRUCT,: _F ANY UL CLASS CONCRETE BLOCKS. 4 RATINGS F -3 HOUR, T -0 HOUR NOMINAL 2 INCH IAMETER (OR SA LLcR) SCH (OR HFA'J!ER) STEEL OR CAST IRON P:PE - N'OMIN'AL 6 INCH' GIA.MEER ('OR SMALLER) 1 EE_ CONDUIT NOl1.A' 6 1 DIAMETER (GR SMALLER) STEE_ 011 N„..T5 4 .5 D'A.JETER (OR SMALLER) TYPE L (OR A +ER) ,E,OPER PIPE • INSTALL THE FIRESTC, IJ._ RICALLL 0. BOTH ,DES OF THE A' L''_ ASSEMBLY 2 MINIMUM ANNULAR SPAC= rEOUIRHMEN 'S ZERO, POIN. -CONTACT MAXIMUM ANNULAR. SPACE ALLOWABLE IS, 4 FILL THE ANNULAR SPACE AROUND 'HE P :. MINIMUM 1/2 1 NCH DEP 313 FIRE BARRIER CP 25W6- CAULK CONDUIT THROUGH CONCRETE WALL N.T.S. uL NO_ Ca:C44 OR COM1OIIi �\ � l 1 EIRE PARRiER CP 25w8+ CAULK 1 DRAWING 00 5300 -MPw51 01 3H NO MPF51 01 i' RAPING 2. 3 SYSTEM DETAII S f_. i JUSTIFiCATION. L'L THROUGH P ,ETRATION FIRESTOF SYSTEM NO CA41044 (FORMERLY UL SYSTEM NO 3 PER ASTM E 814 (ANSI /UL 1479) FIRE TEST. 3 ASSEMBLY MINIMUM THICKNESS OF SOLID CONCRETE WALL IS 4 1/2 INCHES 4 RATINGS F HOUR. T -0 HOUR 5 PEN,RATING iTEM(S)' APPLICATION DETAII 1 WT.', ANNI__AR SPACE REOVIREmEN 2ER0, v.N. CONTACT. MAXIMUM. ANNULAR SPACE ALLOWABLE IS 1-1/4 INCHES. END OF DOCUMENT 5300 -MPW51 01 I/2 DEPTH M FIRE BARRIER 'P 25WB+ CAULK PAGE I OF 1 1/4 Ma% -ma AR SPACE PACKING MATERIAL 3 1 3E IS -95 i2 / S' POUT . 530C -MPF51 01 I2 MAX. 014 METAL PIPE /CONDUIT THROUGH A CONCRETE FLOOR CP 25WB+ CAULK - NOMINAL i2 INCH DIAMETER (OR SMALLER) SCH 10 (OR HEAVIER) STEEL OR CAST IRO PIPE. - NOMINAL 6 INCH DIAMETER RIGID STEEL CONDUIT . D'I - R (OR SMALLER) TYPE L OR HEAVIER COPPER NOMINAL 4 INCH DIAMETER (OR SMALLER) STEEL EMT 2 RECESS BACK =ROE MINERAL WOOL, ETC.) 1/2 INCH FROM THE SURFACE OF THE FLOOR. SPACE ALLOWABLE IS 1 -1/4 ,NCH. 3 FILL THE ANNULAR SPACE AROUND THE PIPE WITH A MINIMUM 1/2 INCH DEPTH OF CP 25W8+ CAULK. THE - IRE RATING OF THE CP 25 CAULK IS BASED ON THE WET INSTALLED DEPTH. SHRINKAGE MAY BE EXPECTED AFTER INSTALLATION. CONDUIT THROUGH CONCRETE FLOOR N.T.S. UL NO. HUGO 1 HOUR GYPSUM - HALLB0: ASSEMBLY w000 OR STEEL STUD S9S1E 8 TE^DO CUMENT 4010 S SYSTEM /APPU CA TI ONPAGES 3- 15 -95' 01A STEEL OP. CONDUIT 1 DRAWING NO 5300 -MPG25 01 2 SYSTEM JUSTIFICATION: UL THROUGH - PENETRATION F!RESTOP SYSTEM NO ML1001 (FORMERLY UL SYSTEM NO 147 CONFIGURATION A), PER ASTM E; 814 (ANSI /UL FIRE TEST. 3 ASSEMBLY 1 HOUR FIRE RATED GYPSUM. WALLBOARD /STUD WALL "ASSEMBLY STEEL PIPES OR CONDUITS LARGER THAN NOMINAL 4 INCH DIAMETER MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS 4 RATINGS F -3 HOUR, T -0 HOUR WITH 2 TO NOMINAL 12 INCH DIAMETER .PIPE /CONDUIT,.' 0 -1 HOUR WITH NOMINAL 1 NCH DIAMETER (OR SMALLER) PIPE CONDUIT 5 PENETRATING ITEM(S): O CONDUIT N.T.S. SYSTEM OFT* 12 MAX, DAT MEL PIPE THROUGH 'GYPSUM wALL80AR0 ASSEMBLY CP 25 OR CP 25W8+ • - NOMINAL 12 INCH DIAMETER '(OR SMALLER) SCH 106 , (OR' HEAVIER) STEEL PIPE. - NOMINAL 6 INCH DIAMETER RIGID STEEL CONDUIT - NOMINAL 4 INCH DIAMETER (OR SMALLER) TYPE L (OR HEAVIER) COPPER NOMINAL 1 INCH DIAMETER 'OR • SMALLER) FLEXIBLE STEEL CONDUIT etyloot) Z.ZZY/ 11F�c�TINQ: _�- tCTRIE -_ 5�w � eA S iiS '_X4M l0! qOm= Fajo BC 1111121W AI/ AV AU pANEL BOARD CHILLER #A/0 BC BC =-/ ELECT. ROOM I • • • • I L COMPRESSION 0 ELECT. ROOm COM IL= GR3L,D GPO OAULE _MOE I.OGA.I-F. AA,. FLOOR GPOuNDINCL 7A x4' x24 LOCATED Al TNE mAIN FLEE LAICAL ROOm ROD 10RELVA IN MAIN 'L ROOm BAR, SuSBAR , AoDATS #4/0 BC - fi 4/0 GE GNO CAFLOL:NO/SIGNAL REF GRID — EJBF LOG, , NOT TO SCALE CC- A/O Cu. CND. • • 18rPrZ ROOM (TYP) OPER COLD WATER BLPE co COmpuTEF, T.D.:LLD # -s I ea, PEDESTAL #4 NSULATED GROuND WIRE BUILDING GROUNDING SYSTEM N.T.S. , wRAP BARE GROuND GRID , TO PEDESTALS ,/ BETOw FLOOR --' #4/0 BC ES= RAISED FLOOR PDU GROUNDING DETAIL - T T COMPLETER MODULE ELECT. ROOm DATA RACK TyR #4/0 SC .44/0 SC EC:0,m,, I GROUND ;I 4/C 55 [-- g4 BARE GROIND BEDG. STEEL COL,. 1 ELECT ROCM CIZZI R0Ou calm l/eX4 GROUNONG BUSBAR ' COZZI ROOM MSPECTION/ACCESS HANDHOLE cHiSTY #F8BOX- wqH , CONC. LID #F80 FINISH GRADE WALL CND BUS COLD WATER BLDG STEEL TELEPHONE RM. ' S A WIT ' CHBOARD — 3L NT.S. Doll* 111 11.11?...117 9 , Tsp. GROUNDING RII E ,SUTTg - R ncur"R"'`EG. 1 / 4s4,18 BUS BAR CADWELD (TYPICAL) TRANSFORMER TRANSFORMER MAN SWITCHBOARD GROUND BUS 1 LOG, 1w0-,-HOLE uouNTIN, ,-- 2C, FT BIN ME \ \ e UFER GROUND DETAIL N.T.s. 12 FULL LENGTH CU1 CAD BUS =T;Tc SLEEVE NO. 3/0 AWG BARE COPF'ER CONDUCTOR —STRuT wALL Gu-758 'OR E0uAL E---l /UNT5B Cu BUS BAR STAND OFF INSULATOR = GROUND ROD INSPECTION WELL DETAIL ;ID = And;t2 KEy PLAN ARC.H:I.TECTU R E copERT,INQ LECR 93117 ci-rIPS$9 JUN i 4 2000 DRA,,,G TIRE, PERMIT sE.NT'ER _ ;., ■ cc KVA I PRIMARY FEEDER SECONDARY FEEDER GEC CU ,CC CU D WT (LBS). ANCHOR (4). EACH NO7ES 536 1040 08 y 3t 20 t4 230 3/8 X 4 -s lI 0736 1546 $6 6 31 20 310 3/8 X 4 _t 3 2 24G ()2 #4 40 26 t5 480 1/2 X a 712.5 j 1736 404G #1 /0 #3 40 26 19 600 1/2 X 5 150 2230 504G #1/0 j,'2 46 26 20 760 1/2 X 5 225 353G 0066 #2 /0 #1 /0 56 31 24 1100 1/2 X 5 37 45.7 3 10,4E #3 /0 I 2/0 56 31 24 1300 5/8 X 5 500 I 753C 18056 #3/0 250 75 44 36 2400 5/8. X 6 750 12030 2504G #3 /0 350 75 44 36 2900 5/8 X 6 1000 16036 3504G #3/0 500 76 60 50 4350" 5/8 X 6 .TRIM OVERLAPS 3/4" ALL AROUND () TRANSFORMER CONNECTION DETAIL N.T.S. 3" CLOSE NIPP l'liTH BUSHINGS (4) 1/4820 BOLT CANS TOGETHER FOR SURFACE R10UNTING. SPACE. CANS i t /2" 'APART FOR FLUSH MOUNTING IEXPIRES „..1409A 20at1 CROSS TEE / 9 / 7 / / j _& SECURE 70 FLUORESCENT FIXTURE TO 4 T -OAR GRID Ai FOUR (4) CORNERS WITH SHEET METAL SCREWS. RECESSED T -BAR FIXTURE SUPPORT N.T.S. CONNECT 783 (2) N0.12 GA. FIXTURE SUPPORT WIRES AT DIAGONAL CORNERS OF EACH FIXTURE. THREE (3) FULL WRAPS MINIMUM. FASTEN TO FACE OF ROOF PURLIN OR BEAM WITH 16d RING SHANK NAILS_ RECESSED FLUORESCENT FIXTURE. PRIMARY — I — C^ TYPICAL PANELBOARD N.T.S. ENCLOSURE J BOND TO ENCLOSURE] WITH LAY -IN LUi, " /208v 3PH aW 150 CEGREF STUD --) +6' -0" DOOR OVER BREAKERS LAIC LOCK 3/4" METAL DIRECTORY HOLDER VERIFY TOP /801704 SECTION 1 MAIN LUGS BEFORE 4FGR. EOUIPMENT CROUNCING CONDUCTOR. NEC 250 -95 (EGO) NFC 250 -9a GROUNDING ELECTRODE CONDUCTOR (GEC) --SECONDARY ANCHOR-4I 120VAC PANEL "LAIC" SILENCE (KEY OPERATED REI:OVED IN "ARMED" POSITION) SONOLERT EPO PANEL FOR 'COLO'S! 3 CONTACT OPEN 'EPO COVER. WHEN COVER CLOSED OPEN SONOI ERT EPO P.B® JUN 9 4'2000 pEN4 CENTER N.T.S. a \REMOTE EPO PUSH BUTTON N.T.S. EIN 16 +164 NEMA ■ ENCLOSURE 0 I_ N1 0 00 :H2> 3 DNS \ / 1 N6 N7 ,SURE ',SING WHITE E.NAm EL. _EiTER; AND WHITE BACKGROUND. 0 ITE ETTERS AND RED BACKGROUND EPO SMALL MUSHROOM PUSH BUTTON CARLON IE9U2C CLEAR COVER ( ALARM PANEL — COLO 1 AND 2 NAME PLATE SCHEDULE Ni - EMERGENCY USE ONLY waR N1NG - DEVICE OPERATION o- REMOTE EPO AND COVER HORN METAL BRACKET SECURED TO COVER USING EPOSY G'_UE MOMENTARY PUSH BU TON (MINIATURE) SPDT 60 ® 125 VAC NEWARK ))617757. TYPE PMPG -1067 NAME PLATE SCHEDULE: Ni = EPO ALARM PANEL - COLO AND 2 N2 = ARMED /MAINT N3 = RESET Na = ARMED N5 = MAINTENANCE N6 = EPO COVER OPEN N7 = COLO POWER SHUT GOWN N8 = SILENCE WILL TURN OFF POWER TO COLO ROOM ELECTRONIC AND COOLING EGUIPMEN T •H1' SONALERT HORN 8" AEA 1J- 1G -2 1 P DU'S PANEL AT, AR7 OFF OFF -i 2C -3 N I I H— T MAKE - UP EXHAUST SPARE SPARE AIR DAMPER DAMPER CLOSE CLOSE SCADA INPUT R3 -2 t T SPARE CONTACT CLOSES AT TM20C DISCHARGE. <2> PROVIDE CH TYPE 42 OR EOUN0LENT GENERAL PURPOSE PLUG -1N RELAYS. 6.05 PROVIDE CH TYPE OND 15A -4P CONTACTOR OR EQUIVALENT. DC BATTERY OFF lc -a SPARE RESET COLO 1 AND COLO 2 EPO CONTROL SCHEMATIC — TYPICAL MAANT R`INb ,6< APFR,V_ RELAY PANEL 'LCP -HA2A' RELAY CIRCUIT AREA MANUAL AUTO REMARKS ON OFF ON OFF BYPASS :!.130. -i9 HA2A - c CO - LO 6 SLV -a SLV -a TC TC RAJA, -27 2 HA2A -2 CO -LO 5 SLV -b SLV -b .TC TC- HA &A -29 'A -Z Hx3A - 2 CORR_ 3 HA2A -3 CO -LO 6 SLV -a SLV -a TC TC 4 HA24-3 CG -LO 5. SLV -b SLV -b TC TC HA3J. - 4 - -4 A Ha_� -6 CG - LO 1 �0 I i CG -LG i _ 5 .2A -5 CO -LO 6 SLV -o SLV -a TC TC 6 HA2A -5 CO -LO 5 SLV -b SLV -b TC TC I I I ' 1 ' I i HA2A -7 CO -LO 6 SLV -a SLV -a TC TC HA, - 14 HA2A -7 CO -LO 6 SLV -b SLV -b TC TC H1 - 14 CO -LO 2 HA2A -2 CO -LO 5 SLV -c SLV -c TC TC CO -LO 2 SLV-g HA -2 CO -LO 5 SLV -d SLV -d TC TC '. HAZA -4 _ HA2a -4 HAii. -6 ef. A A HA2A -t8 CG -LO 3 SlV -c SLV -c TC TC TC CO -LO S SLV -d SLV -d TC CO -LO 3 CO O 5 CG O 3 LO CG -LO 3 SLV -c SLV = S LV d SLV -e SLV -c LV SLV c d S J c SLV -e 1 _ '1 1 H I 1,Y HA2A YA1A HA2A A2A HA2A HA2A HA2A HA2A HA2A HA2A HA24.-14 HA2A -? -9 CC -LO'3 SLV -c SLV -c SLV -t CO -LO 3 SLV -S -Tt -13 -13 ^✓ -LO 3 SLV -c SLV -c TC TC TC TC TC _ TC TC TC CC -LO 3 SL`J -: SLV -t CO -LO 3 SLV -e SLV -e SLV -t SLV -e CO -LO 3 SLV -t -15 -15 CO -LO 3 SLV -e TC TC CO -LO 3 SLV -t SLV -, SLV -t TC TC -12 CO -LO 4 SLV -e TC TC -.12 CO -LO 4 SLV -h SLV -t TC TC -14 CO -tO 4 SLV -g SL: -e TC TC TC -16 r0 -LO 4 SLV -I SLV-f TC CO -LO 4 SLV -g SLV -e TC ` TC HA2a - ;6 CO -LO 4 SLV -I SLV -t TC TC HA2A -18 CO -LO 4 .SLV -s SLV -e TC TC ''. HA24-16 CO-LO 4 SLV -I SLV -t TC TC 6A2A -20 CO -LO 4 SLY-g SLV -e TC TC HA2A SPARE -20 CO -LO 4 SLV -k TC TC : r - RELAY PANEL 'LCP -HA3A' RELAY CIRCUIT AREA I MANUAL AUTO REMARKS ON OFF ON OFF BYPASS :!.130. -i9 CORR_ SLV -[ SLV -t- TC TC RAJA, -27 rORR_ SLV -e SLV -e TC TC HA &A -29 'A -Z Hx3A - 2 CORR_ SLV -e 5 V e SLV -e SLV -t TC CO -LO 1 SLV -e TC CO - !C'1 SL'J -t HA3J. - 4 - -4 A Ha_� -6 CG - LO 1 �0 I i CG -LG i $LV - e S l . SLV SLV -t SLV -t Slv -e SLV -: LV- p SLV n SLV -g SLV -i SLV - SLV -! SLV -e LV -t SLV t SLV -e SL': -t -a SL! -h Su!, SLV -■ • .. -6 .y ___ RAJA -6 H.�A -iD i..i3 6 Ae�- i2 F0, - 12 r CO -LO t CO -LO t CG -LO i CC -LC 2 CG LO 2 -LO 2 CO -LO 2 I I I ' 1 ' I i HA, - 14 CO -LO 2 SLV -a SLV -7 TC TC H1 - 14 CO -LO 2 SLV -I SLV -I TC TC HA3A -16 CO -LO 2 SLV-g SLV -g SLV -I TC TC TC TC HA3A- :8 H„ ?.� -t8 `.A3a -20 HA3A -20 ,RF : -i CO -LG 2 CO -LC 2 CO -LO 2 CO -LO 2 SLV -g SL -y SLV -h SLV -h L`J -a SLV -g SLV -I SLV -I TC TC TC 7C TC TC KEY PLAN`. CTIY OF VILA- JUN 4 2000. PE cEN .„7",1 URE L�o 0 0 0 vOLiAGE SNGLE POLE_ COn REn+OTE GN GVERR DE CONiROL N.T.S. N.T.S. 'OFF' NC C NO DIGITAL TIME CLOCK WITH PULSE SWiLC HING ■I 120`/ 120/12v CONROL ROWER xFMR PHOTO -CELL BY -PASS TEST SWITCH LOCATED IN ELECTRICAL ROOM. PHOTO CELL AT ROOF. AIM NORTH, AWAY FROM ANY LUMINARIES. EXTERIOR LIGHTING CONTROL TO LIGHTING XTORES T'!P PER CIRCUIT N � - LOW VOLTAGE GE RR - UTC HING (ONE PER CIRCUIT CONTROLLED) LIGHTING CONTROL WIRING DIAGRAM PANE_ 277/ -� -" •AEG >.��,ELD NOTE: 1 "LCP" "LCP" UNSW0CHED LIGHTING CIRCUITS FROM PANEL BOARD RELAY CONTROLLED LIGHTING CIRCUITS OUT TO ROOMS LOw VOLTAGE OVER RIDE SWITCH CONTROL SLV( -- LOw VOLTAGE OvER RIDE SWITCH, CONTROLLING 5000 S.F. MAXIMUM. LIGHTING RELAY PANEL DETAIL. N.T.S. . LITHGNI #RCSK - (2)24 - 5R - 277 VOLT R (2)24 RELAY ENCLOSURE WITH (2) -24 RELAYS AND INCLUDING TRANSFORMER & TIME CLOCK. DRAINAGE STRUCTURE NOTES O CB TYPE 2 GE 18.03 LE 11.76 ±CONNECT TO IX 15 "SD W 22 LF 15 0 0.50% CB TYPE 2 G.E 18.20 LE 11.87 23 IF 15 "SD 0 0.50% O CB TYPE 2 G.E. 18.25 LE 11.99 64 LF 15 "SO 0 0.50% CB TYPE 2 GE 18.57 LE 1231 - 15" NE 1,E 15.04 -12 "E 46 IF 15 "50 0 0.50% O CB TYPE 2 GE 1649 LE 1254 321F 12"50 0 0.50% O CIEANWT RN 19.0± LE 127± O co 71,E G.E. 18.64 LE 15.64 3DF 1f SO 0 200% CONNECT TO CB # 4 REMOVE IX C,8 B PIPES TON k W O 6OIm TYPE I -48 RIM 15.4± LE 10.51 ± CONNECT TO EX 23" SO W 141F 24" SCI 00.50% 10 5. TYPE 1 -48 RIM 16.50 LE 70.58 57 IF 24" SD 0 0.50% 11 SOMH TYPE 1 -48 RIM 16.50 IL 10.86 -24 "W LEH.00 -15 ° N te E 6LF 18 'CO 03.17% 102 S71lM TYPE 1 -48 RIM 16.50!' IL 11.19 - 18" SE k W, CONNECT TO EX SO SE 73 REMOV IX C R k 24" m TO W. CONNEC IX 15' SD 70 SONH / 17 74 40 LF TRENCH ORM GE 16.45 IL 16.07 E IL 15.83 W CONNECT TO SOW / 12 t4 59 U TRENCH DRAIN GL 16.45 IL 16.07 E I.E 15.72 W 0104ECT TO 04,1 110 3/8 EXPANS /ON ✓O/NT (8YP) NOTES: RNM TEXTURE 1. NLL DEPTH EXPANSION JOINT, 3/8' MIN. WIDTH PREMOLDED JOINT FILLER. 2. RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL 6RAIE PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN. THE LONG AXIS OF TIE DIAMOND PATTERN SHALL BE PERPENDICULAR TO CURB. GROOVES SHALL BE 1/8' DEEP AND 1/4' WIDE 3. 1/2' MAX. 11,' AT GUTTER LINE. 4. IF LANDING AREA IS LESS THAN 4', DECREASE SIDE RAMP SLOPE TO 1:12. ACCESSIBLE RAMP DETAIL NOT TO SCALE 501 NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, 723N., R4E°, W.M. CITY OF TUKWILA, KING CO4JN7Y WASNINGTC+N TYPICAL PAVING SECTION NOT TO SCALE 0 15 30 60 PLAN SCALE: 1 " =30' NOT TO SCALE APPROXIMATE SURFACING QUANTITIES ASPHALT PAVEMENT REMOVAL 5,500 S.Y. CONCRETE SLAB REMOVAL 150 S.Y. GRAVEL BORROW FILL 300 C.Y. ASPHALT CONC. PANNG SECTION 2,240 S.Y. ASPHALT CONC. OVERLAY 140 TONS EXTRUDED CONCRETE CURB 620 L.F. M! OUTHIC CEMENT C.C. CURB 445 S.Y. AND WALK "fy_/7J ,ffin941110: �. EXISTING BUILDING FIN. FLOOR ELEV. 19.00 ASPHALT CAiRETE PAWNS, PRIM 1WNCAE AT mac,,, iniuroams - -- -_ - - -- atm. CU AWXGS 6606004806060660 PAWNG0460N ASPHALT COMETS PA./ENT PARR TYPICAL AT XEW UI01tt T EKHES 5)P40'02•W 37007' GENERAL NOTES 2. FOR SITE DIMENSIONS SEE ARCHITECTURAL PROJECT SITE PLAN SHEET A1.1. REMOVE EXISTING ASPHALT PAVEMENT 21' AT NORTH FACE OF BLDG. 1.5' 2' AT SOUTH FACE OF BLDG. EXTRUDED CONC. CURB -3" COMP. DEPTH ASPHALT CONC. CLASS B 4 COMP. DEPTH ASPHALT TREATED BASE COMPACTED SUBGRADE (GRAVEL BORROW IN FILL AREAS) TYPICAL PAVING SECTION 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANCE 'NTH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. LOCATION OF COSTING UTILITIES AS SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS AND ARE APPROXIMATE IN TYPE AND LOCATION. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CALL FOR UTILITY LOCATES, PHONE 1- 800- 424 - 5555 48 HOURS PRIOR TO ANY CONSTRUCTION. IF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND NEW CONSTRUCTION ARE FOUND. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS ON SITE CONSTRUCTION MANAGER FOR DIRECTION. 4. STORM DRONAGE PIPE SHALL BE ADS N -12. 5. TRENCH DRAINS SHALL BE "ACO DRAIN" NW100 CHANNEL WITH DUCTILE IRON GRATES. 6. UTILITY TRENCHING OUTSIDE THE LIMITS OF NEW PAVING SHALL BE PATCHED WITH NEW ASPHALT PER TYPICAL PAVING SECTION A /C1. 7. COORDINATE NEW PILES WITH UNDERGROUND UTILITIES. °e CO VARIES LANDSCAPE AREA VARIES REVISION 1\14. 1_ Dz�� �I 112 PERAAIi CENTER These p lans have rt Cit Acceptance revieweC is SE by the Po016 Wo o r a far • " •rent n66 is SET ON do not autho . ado rds Al t o hed ordnance , design 0641 _/ the e etions A des.. - . ans. ate will c: (4, - this date 1481 v. and,.,. :c a resubmitt.'c for el'_.: - approval. Final c: is sublet; 4 4 the Pu''o " _- 6 Utilities in_;. Data I 8y: DAVID EVANS AND ASSOCIATES, MIMI 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 98201 425.259.4099 0006 .PM 07/15/00 09:38:24 81.1 P,, NOASC0009\ 950170,1\OASCOUN \pWG \EN.TS\0E.E.EOI.E.g SABEY ARCHITECTURE 80N5ULTAN15 RENSIONS ISSUE DATE DRAWING NUMBER: M Osip W otlm WI! dembi rdk mlo . to MOW and opYYNwkm r 81. Aimut �seli mime of Ur SMsy DmPm00en RECEIVED clTV of ruRwlu DRAWING TITLE GRADING, DRAINAGE, NOTES 8c DETAILS PROGRESS DATE CONSTRUCTON ISSUE 7/17/2000 FRS: ASTMS TMlISETal Da09c001.DWG PLOT: PROJECT NUMBER DASC0010 DRAWN BY: JPM 806 BY: EFG APPROVED BY: EFG C. 1 D2oap- 11 45 EEtw NTH B.OaMG OTTINIX " — I RIX 45 BEND w01 OWNING L ` 35TH AVE BOURN �. 501 NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SEI /4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY. WASHINGTON WATER AND SEWER NOTES 1. ALL SANITARY SEWER WORKMANSHIP AND MATERIALS SHALL BE IN CONFORMANCE WITH VAL -WE SEWER DISTRICT STANDARDS_ 2. FOR SITE DIMENSIONS SEE ARCHITECTURAL PROJECT SITE PLAN SHEET A1.1. 3. LOCATION OF EXISTING UTILITIES AS SHOWN ARE BASED ON AVAILABLE RECORD DRAWINGS AND ARE APPROXIMATE IN TYPE AND LOCATION. PRIOR TO BEGINNING CONSTRUCTION, 111E CONTRACTOR. SHALL CALL FOR UTILITY LOCATES, PHONE 1 -800- 424 -5555 48 HOURS PRIOR TO ANY CONSTRUCT. . IF ANY CONFLICTS BETWEEN EXISTING UTTUNES AND NEW CONSTRUCTION ARE FOUND. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS ON SITE CONSTRUCTION MANAGER FOR DIRECTION. 4. WATERMNN DUCTILE IRON PIPE SHALL CONFORM TO AWWA C151 STANDARDS, AND SHALL BE THICKNESS CLASS 51 THE APE SHALL BE CEMENT LINED TO A MINIMUM OF 1/16 INCH MEETING NES STANDARDS F. POTABLE WATER AND THE EXTERIOR SHALL BE COATED WITH ASPHALTIC COATING. PIPE SHALL BE FURNISHED MTH MECHANICAL JOINTS. ALL FITTINGS SHALL BE SHORT- BODIED, DUCTILE IRON COMPLYING WITH AWWA 2110 OR C153 STANDARDS FOR 350 P51 PRESSURE RATING FOR MECHANICAL JOINT FITTINGS AND 250 PS PRESSURE RATING FOR FLANGED FITTINGS. ALL FITTINGS SHALL BE CEMENT LINED. VALVES SHALL BE CLOW, M., US PIPE, MUELLER AMERICAN FLOW CONTROL, OR APPROVED EQUAL 5. SANITARY SEWER PIPE SHALL BE PVC PIPE CLASS STIR 35 AND BE MANUFACRIRED IN ACCORDANCE WITH ASTM 03034, THE PIPE AND FITTINGS SHALL BE FURNISHED WITH BELL AND SPIGOTS WHICH ARE INTEGRAL WITH THE PIPE WALL. PIPE JOINTS SHALL USE FLEXIBLE ELASTOMERIC GASKETS CONFORMING TO ASTM 03212 6. UTILITY TRENCHING OUTSIDE THE LIMITS OF NEW PAVING SHALL BE PATCHED WITH NEW ASPHALT PER TYPICAL PAVING SECTION A /C1. 7. COORDINATE ALL NEW PILES WITH UNDERGROUND UTILITIES. 45 8640 NJaIJ w1x lwJxlaNG f -r 45,06111.1 w H =WIG SEE NEON •OCN PL. FOR IOCARON [r =EC= TO BLDG r SP SRO i.hYJ wIH BL1CM, 2-r 45 SLIMS 111 .! NI/R.7MM MIS "S :. WATER 21F r 01 WATER TEIDCATE IX %V te GUARD POST TOTACAIED %V te DUO POST lfl6Y =EMIG UIE LOCATION PROD TO =SUNCOOK =ONE MING PI, TO SLOG 21-0• WPEY LOcallER MOM W PLUG. A6MDSL1 IfE TO SLOG 21-01 DDOMECT NARII / PROPERTY /LINE FOR MIRY SEER dX8@IIdIS NO IEw SEES O T. EST BLDG IBE SE IECNNOCAL eJ16 PREP., RY idONSIRY EXISTING BUILDING STRIKER SYSEI/ NUM WE LE 1496 SEE IEDIMCILR S ROM ORM USE T 6EE IEauecu Iws 0 15 70 60 PLAN 16 IF re Dl. ME= 90 HISL51L5dM, MODONG 0w3 41F R Dl FEEIIE iv WM CA V E POST rRT ROICATM :Arm I'6ST a aDaMc SW. FATE CM WHfCIION am POST 4 SLOT= 6:7 BLi 7. 6 IE 14.46 INJDoo fD I� a Poi 1;.0 LE 14.79 NW LE I4. :S & SW 3 Amss m NQ NSTAIL City =_ aml_ adoF'. tor : 0651[. dr and . for 0L ATER SEPARATOR 1 =ECM Q SAE SEVER een reviews�' ed by tfie Pu hTl for contorma, -^ _,I eptanceas 1h: nano :. e desi0' eletions t :s date 0 �' a resUbinittal ': t RPProvat. by Final '�co s subject he P� s utAles Inc t By , Da e: DAVID EVANS AND ASSOCIATES, MEE 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 99201 425.259.4099 eau 07/m /00 16:10:01 .vu a\o \mS00019\muPROADAscoro9\owc\ are 1,0,309cCOld.g SABEY CONSULTANTS REVISIONS ISSUE DATE ARCHITECTURE DRAWING MIKE PM Rd.d MINN mi.1 Vwk mNriiF tlY Alai gwbYll wLd l wiebn mood owl ` S.. DRAWING DRE WATER AND SEWER PLAN PROGRESS D/DE CONSTRUCTION ISSUE 7/17/2000 FILE AW OIRTMEET01 04096201.DWG PLOT: PROJECT NUMBER DAS200IO DRAM BY: JPM CHECICED BT: EEC APPROVED Br: a, 1 : 111A OF F TUKWILq PERMIT t",,,n C. 2 TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES: 1 . APPROYAJ , THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES. RESTRICTORS. CHANNELS. RETENTION FACILITIES, UTILITIES, ETC.). 2. 'HE IMPLEMENTATION OF THESE TESL PLANS AND THE CONSTRUCTION, MAINTENANCE. REPLACEMENT, ANO UPGRADING OF THESE TESL FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /7SC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. A 'FOSS STREAMGUARD INSERT OR EQUAL SHALL BE INSTALLED IN ALL CATCH BASINS ADJACENT TO OR RECEIVING DRAINAGE ROW FROM NEARBY WORK AREAS. A. THE TESL FACLITIES SHOWN ON MIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL SITE IMPROVEMENTS TO THE EXISTING BUILDINGS SO AS TO ENSURE THAT 111E TRANSPORT OF SEDIMENT TO SURFACE WATERS. DRAINAGE SYSTEMS. AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE 'ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SIT CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE TESL FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G.. ADDITIONAL SUMP PUMPS. RELOCATION OF DITCHES AND SILT FENCES. ETC., . 6. 11,E TSC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /TESL SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESL FACILITIES DURING THE WET SEASON (OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRiL 1 TO SEPT- 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING TRENCH EXCAVATION STOCKPILED ON EXISTING PAVEMENT. THAT `LOLL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR MORE THAN FIVE DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED VNTH THE APPROVED TESL METHODS (EG.. SEEDING, MULCHING, P.STIC COVERING, ETC.). 8. ANY AREA NEEDING TESL MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESL FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH CR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS. 12. NO SANDBAGS SHALL BE USED ON THIS SIT. BAGS MAY BE FILLED WITH PEA GRAVEL AND USED ON THIS SITE. 13. WATER SHALL BE USED FOR DUST CONTROL. APPLY WATER WHEN EXPOSED SOILS ARE DRY TO THE POINT THAT WIND TP.ANSFORT IS POSSIBLE. SPRAY AREA UNTIL WET, 00 NOT GENERATE ANY RUNOFF BY SPRAYING. IF NECESSARY, APPLY HYDROSEEO OR LIGNIN BASED TREATMENT TO SLOPES. 14. PAVEMENT AREAS SHA BE SWEPT ON A ROUTINE BASIS TO MINIMIZE CONSTRUCTION DEBRIS AND SUIMENT FROM ENTERING THE STORM pRAINAGE S YSTEM- RECOMMENDED CONSTRUCTION SEQUENCE: T. PRE - CONSTRUCTION MEETING. 2. INSTALL CONSTRUCTION FENCE EAST SIDE OF CREEK. 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESL SUPERVISOR. 4. INSTALL CATCH BASIN PROTECTION ADJACENT TO WORKAP.EAS. 5. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF TTKWILA STANDARDS. RELOCATE EROSION CONTROL MEASURES OR INSTALL N MASR T TA A SI CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDA NCE E W H 1HE CItt HT O F TIIKWI LA TESC MINIMUM REQUIREMENTS. 7. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN FIVE DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER. MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 8. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 9. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 10. UPON COMPLETION OF TIE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. _CATCH BASIN !.: FOSS STREAMGUARp INSERT TYPICAL WORK AREA DETAIL NO SCALE WORK AREA (TYPICAL) NE1 /4 OF THE 551/4 AND SE1 /4 OF THE SEI /4 OF SECTION 9 AND GO' ✓T LOT 15 AND SWf /4 OF THE SW1 /4 OF SECTION ID, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON y i u " FENCE POST ui NOTES: I. CLIP FENCE T O G VANIZED 'MRE. L WRE FENCE TO STEEL FETICE POST. TEMPORARY CONSTRUCTION FENCE DETAIL 35TH AVENUE SOU CONSTRUCTION FENCE (TYR) G 1 F 4- ` }KH0.t OF ASP 1 E9� 9 NO SCALE NOTE: CATCH BASINS SHALL BE INSP AND OBSERVATIONS L OGGED AS A BEST MANAGEMENT PRACTIC LOG SHEETS ARE INCLUDED WITH EACH UNIT. THE REPLACEMENT FREQUENCY IS DEPENDENT ON CONTAMINANT GOADING AND SEDIMENT LOAD VOLUME. Y So H A _ H YG CONSTRUCTION FENCE (P) FOSS STREAMGUARD CATCH BASIN INSErR (TYPICAL ALL CATCH BASIN GRATES ADJACENT TO WORK AREAS) o o co. ONSTRUCTION' FENCE ( lYP) CONSTRUCTION FENCE (TYP) H Kiss' FG1 �� NOFdT I =- 0 50 100 200 t ODDS have been reviewed by Pubia C-rtment for conf s7 ft ^ the = - Acceptance ' is sut' r '� cf the design r deletions dale will re Itel QproV81. Fn�I. the F Date: by DAVID EVANS AND ASSOCIATES, 1620 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 98201 425.259.4099 DAS00009 ca 07/14/00 LA :5,00 c.D P:\ o\ 0AS00009, DSKEROA DASCOOas \D.,HEETS \DA09403.ewg SkBEY CONSULTANTS REVISIONS ISSUE DATE ARCHITECTURE N daiT end WY.. Y. on.. the angIndd at+dWN VA el Inn Bby ��eaL�mpa aad Oa gam aq Tat Y and ce= unavtwaRY moat nt the W. • IYI4Till6 DRAWING 1111E 1ESC MASTER PLAN RFf.FIVFO PROGRESS DATE CONSTRUCTION ISSUE 7 -17 -2000 FILE: ABRUCIT/8141416/ Da09cCO3.DWG PLOT: PROJECT NUMBER: DASC0010 DRAWN 8V: GJL CHECKED BY: EFG APPROVED BY: EFG DRAWING NUMBER: CIfY OF IUKV✓ILA PERMIT CENTER C 4 Sec. 114 COr. S. 10 NE1 /4 OF THE SE1 /4 AND SE1 /4 OF THE SE1 /4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SWi /4 OF SECTION 10, T23N., R4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON H=V ® !n! !lil�l� .,.1 lfEIM lfii /fiiryBM d .ILlVM' LOT 2 CONCEPTUAL PARKING PLAN BY LANCE MUELLER & ASSOCIATES 3511 S. 128TH PL. 60' RECORDED NOTE BUILDABLE EASEMENT FOR REFERENCE ONLY NgFRTH mmoode o So too zoo ZONING MIC /H MANUFACTURING INDUSTRIAL CENTER /HEAVY MIC /L MANUFACTURING INDUSTRIAL CENTER/HEAVY EXISTING TAX PARCEL NUMBER 102304 -9069 AREA = 46.20 0 AC These plans na ve been reviewed by the Pubib Work Oc:- triert for conformer • eptance is sut omit= 't do not author ado. ^:= or ordinance=_ of the design r: des'.- �_,ons, deletions c dale will v: and 1:. a r esubtnittal c for c__.....,.t approval. Final -cc is subject the Pu:: t r_ -s utilities insp Oats: S y ' NN% -0000 9N 07/15/00 08:5,10 P:wwA by DAVID , EVANS AND ASSOCIATES, 1820 WEST MARINE VIEW DR. SUITE 200 EVERETT, WA 98201 425.259.4099 09\ 5051(PROADASCIMI N,G \SIEETS,P.004.Ewg SALBEY ISSUE DATE CONSULTAMIS REASONS ARCHITECTURE DRAWING NUMBER !MAPPED OCTOBER td, 20001 RECEIVED M /wYi ml or mdoldmewy NNW cowl. r toyed r moor WI me s Mo.. OrmeoNokeool or= il Ow Al. tee e i olio wei of Ms LLysda. Dwo- DRAWING 11RE CONCEPTUAL PARKING PLAN PERMIT CENTER PROGRESS DATE:CONSTRUCTION ISSUE 7 -17 -20 FllE .IBOV®lTMNIRI6/ Da09sAJ5.dwg PIECE PROJECT NUt@ER DAS00010 DRAWN BY: MHM CHECKED 8Y: EEG APPROVED BC EFG C.4