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HomeMy WebLinkAboutPermit D99-0441 - Exodus Communications - Data CenterD99-0441 12301 TUKWILA INTERNATIONAL BOULEVARD Exodus Communications City of Tukwila( (206) 431•3e70 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 092304 -9367 Address: 12301 TUKWILA INTERNATIONAL BL Suite No: Location: Category: AOFF Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 002 Setbacks: North: Water: 125 Wetlands: Contractor License,No: SABEYCI033KM Permit Center Authorized Signature: Signature: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. DEVELOPMENT PERMIT Print Name: ILL c D,..a/ =,rte- ' Permit No: Status: Issued: Expires: D99 -0441 ISSUED 02/09/2000 08/07/2000 Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERED /AFA .0 South: .0 .0 West: .0 Sewer: RAINIER VI Slopes: Y Streams: OCCUPANT EXODUS COMMUNICATIONS Phone: 12301 TUKWILA INTERT'L BL; TUKWILA, WA 98168 OWNER SABEY DAVID :A & SANDRA L ' Phone: 206 281 -8700 101 ELLIOTT AV W, SEATTLE'WA 98119 CONTACT ' .STEVE BLACK Phone: 206- 281 -8700 101 ELLIOTT AV W, SEATTLE, WA 98119 CONTRACTORSABEY CONSTRUCTION INC.. • Phone: 206- 281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 k ** * * *• *** ** * * * * * *•k * * * ***** ** * * ** *:k * * ** k* * ** *•** ** * *•k****'k ** *•** * *•k. ** *** k* ** * ** * ** **** Construction_..Valuation: $ 14,000,000.00 Date: ; I �Q I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development per 't. Date: Z.- q- d� This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PUBLIC WORKS 'PERMITS: *(Water Meter- Permits Listed Separate) Eng. Appr: Curb Cut/Access/Sidewalk/CSS: N 'Fire Loop Hydrant: N No: Size(in):• .00 Flood Control Zone: N Hauling: N Start Time: . End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k• k**** kk********k***** k*********** k******************** k * *** * **k ** *** * *** * ** *k* *** TOTAL DEVELOPMENT PERMIT FEES: $ 87,551.44 • ****** k* k****** ***k *** *** ** **,•*k * * * * * * * ** ** ** •*****.** *k *k ****** *k**kk*k* * ** **k * *k * * { CITY OF. TUKWILA Address: 12301 TUKWILA INTERNATIONAL 13L Suite: Tenant: Type: Dt V1'ERt�1 -Parcel #: 092304- 9367 permit Na: D99- -0441. Status: ISSUED Applied: 12/ Issued: 02/09/ 2000 • kk* l k• k••**• kk*•• k• kk*k• kkk• k•kk k• k• k• k***' k****** k k• k' k* l* k•k k• kkk• k*k•• kk kkk •k Permit Conditions: 1..No will be made to the plans unless approved by the Engineer and the Tukwi1a Division. • All permits, inspection records,' approved plans shall be available at the lob': ite prior~ to the start;of any con- struction. These ':documents are to ,be nraint.ained and avail- able until f Trial inspection 'approval is granted • Electrical p ermits : shall be obtained`.. through the Washington ;State Division,of,Labor and industries and'all :.electrical work wi 1 1:::be :;i nsperted by 'that, agency "(2 -6630) • lumbirig':perin`.i.ts sha.11 be obtained through the Seattle-King County Department of Public Neal th . Plumbing wilt be inspeoted,;;by that 'agency, ° including all gas piping (296 ;,4722) r • A11,i,mechanycal :work shall be under separate permit issued 'b the" Ci ty of; Tukwila, 6. All r`. onstruction to. be do•ne;>'in conformance with approved plans and requirements of the\Uniform Building Code (1997 Ed,itfion) as amended, .Uniform Mechanical Code (1997 Edition), arid :Washington State Ene.rgy (1997 Edition). V.al` :dity:,af Permit. The issuance of a•permit or approval o pl';ans, "'sp :ec.if ications, , and `computations shall not be con -" atr ued to be ;:a permit for or an approval ..of, any violation of any of, the provisions of the building code or of any, ,other ordinance of the jurisdiction. No permit presuming to to violate or cancel the provisions of this code 4tra11 < :be valid. 8. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior the f irst. bui lding inspection. Copies of all special .:. i nspect i on':.'reports. shall be submitted to the Building Division iri,a'; manner: Reports shall contain address, project name,.; permit number and type of inspection, being performed. 9 . The special inspector . sha 1 1 submit a final s igned report stating whether the work requiring inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10. All structural concrete shall be special inspected (UBC - Sec. 3O6(a)1). 11. All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 3O6(a)5). 12. All high - strength bolting shall be special inspected (UBC Sec. 3O6(a)6). 13. Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 14. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 15 Partition walls attached to ceiling grid must be laterally h,-Acad if nupr c iryh1 tR) f@rat in lnnalh. Project Name/Tenant: £ / ! r tt Value of Construction: l / Site Address: !Z i ; " WY City State /Zi.: r A At . Al Tax Parcel Number: Z 1 Property Owner: Or is /'. Phon Street Address: it State /Zip: 4 or - i '1 ; vJ 5 3 i MIL ' ' Fax #: 2e 22/ -09 U' Contractor: th / S Ili L 7 /f ' Phon:. – : ?0b Street Address: City State /Zip: Architect: 9 p , Phone• Street Address: 0 kf. , a .4 . - a City State /Zi.° .,r . ? (/✓,' ';. `/ Fax #: (ui 2)2 - / - ZI Engineer: :f" Phone* -= 6•se Street * ddress: /7 6• ;:f_: Kb 57e _./ City State /Zip: ,1 ' ' z CO; - Contact Person: 571,./ 6 L K Pho �Zel ) Z' /— 8'70e Street Address: City �Dl Egul� �e W, .5�1�'! - � fn If I Fax ( 2047 z g i- O 1' z2 l Description of work to be done: 4 , / �D 2Nt2 t 5 3t `� Le- -D1e / 0�� 011c -DAio 4t' ')� `7v T1 Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ otel /Hotel ❑ Office ❑ School /College /University ther 7/ T ( !J i iI ., Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ MotelHotel ❑ Office El School /College /Univers ,other 1% � Will there be a change of use? fl yes L1W no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: sprinklers L.iKutomatic fire alarm ❑ none ❑ other (specify) Building Square Feet: ? 3 existing - Area of Construction: (sq. ft.) && 11 s Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and stora • e location on se •crate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK /ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 C:TPLRM1'1'.DOC 1/29/97 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 mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF,THE FOLLOWING : (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling cubic yds. ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. 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. Dale a c lion ri 1 Date apllca'1 . ( 1 _ ` AppV5cen by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILD! AU HO IZED AGENT: Signature: Date: / z- Print name: ��-p qe r J � Phone t _ � Fax #: Address /6/ /UI Sri. -t47 ,c� -/ sty 3 a W rl ALL COMMERCIAL/MULTI -F ILY TENANT IMPROVEMENT/AL, RATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non- Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LASS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 'f•m.t e k.. ;: �*, • 5"vri•:1 ._. ... ,;,t;> �i7fw�'; �.?z S. A*h4A'07%.AAkA• 1 *A A' i4hs kt!'iA *Akh*A.A k • *4'�k:S'-ktk G z rY .0F' 1 UIIW] :L:1. 140 : 9q..:...0 11-{ '7 RNu ; u 1 ,kAhiiAk.“ khk 4,* :Viik /eti,hA rh.A*.k,kAkk.t } i t4s4,:kith, ***k :•khk ' h:td• 114)NSMIT: I�lu�mber' k'':!.11;UO 32:,'famournt.:. 53.QE3.'2.5i'0t:�09i4U,.1G :05 • P tyMeht. Ide;;l od:.:C1 :11.C1C NoLati«nr, ..8A13E.Y CORN 'In i l,w. GIE R P:ul nt(t. f10 , : ' R�:�''-04' 41 f vp r :; 'LEVPI:hil,. DEVLLQPMVU1 PERK T • P r're`('N•o.. 03'2'304'-'S1367 5ite.'r dO 12301 .:'fUKI"XLf3 .I41.Tl;HNra'fXOI4(L Bt. Tot;'l r.ew5 •874•h91 u 44 ' This . Paymen't' 57 0C 3,.23. TOtzl. ALL Putts: . t33'. 55i ..4A , Ua:l:anoeN :G0.. kAk* Mkt kkkk.frtit'kA4.110c,#•4hh•A•A•c. , r1• lihh*' k; A- hAkA4r Ah• kA 'hAAt•k_11****1 #AkA.k:kt•kA*'. Account; Code •,1)0..; :cr• i nt. i'on AYmuur:ti : • ()vO/8.2 .1t3.0 IJILi)ING t4OIQRE8 53068.75 "G(' /38 ' 51 0TE '131.1]:LDING 5CI1:CHARGE; " . ' 4.50 1390 02710 1710 TOTAL 53063.25 vec)' 1 *SfJ fi;.44d. k11'a1h k: AkA" * A p *. k *** * 7k4. r' A1t•!'* k * L .A • k *A 'STY t7 t~ fU:KWIL ( btta ftt.rll� t4x f h`1t *1E;A1tk *'�5,k, 444. *:A **A.4*1RAt''k k A4:41.4 tit•kAAk:1114 ',1lfir., 'll2, 1ti t4i f t UIflb' r u l2 9BGO2UG ; Aiivrictn; J4 - .A. . 1 ,. 1 � � h t;t? u 2? N�tvrrl'��t :.kf��t;hod•:,,f: Cit t.i`ctri SiIJE'i it, 0NS1t;UCTI Iri'it;; '.TI.1 • P�r�r.i1i Ala il'att. -t;. 1 .T■ne .0.E )PC.tcM . 'I'L MT1' `0.`a 2 "j 0, (.446.7 8 j��+ f iitirFe'.s x.2301 11' wrLA .1:1411. k A 14AL• 13 fi t a 7 I? e e s i % ti 1 .44 .1 h i s: l l4±rmt h ; Tc tEc'l ,A1.L. `Nmi.�, . 34.4Flp . i.9 : .: 1) a'I ant , a310G.3 25 4 AAA, kA A* Ak* d4iti: k1 4**.• k, 4¢1 t" kir A* 4**1 4 do** k, t• 14 * AA RHkx A *�1*ii4dt14*.*** *• * F•�1•* **• *- (C' Ouili: Griiia t i lit i on A trio itil 6/../0/3'4,t,'..330 .:; ,.F'VAN CIiEIJK -: Nt111 ES 34::4.1:: a .1 9 :. _..... ..qk =i•7 9712 12/20 9717 TOTAL 34400.19 �Y >.k.� t� 1J.'r+i�•h iu.:',�S%1:,•�iiL �..:1li. r �:•e f,,r e:'rlc.!tat _ K:.':U- ,41•. F7:.4';•ti'h tif�l..utrn .r l,.i."..�/,1 f: : >� �L '.i. +i <I�i':h Lif Sn' . , ; „ ;.• 1- , . , Project: Ty e of Jn pec ' n: Address:1 k g? - 1)‘ T bg Ili+ ' 1..S1 3gh -.. k) Special ir�stru m . f -y' , Co 1.A1 C' , Date ann 00 a.m. Requester: y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: (49‘ Approved per applicable codes. 41?AWiL., ....r:rIA., .ti.�....J.��V: A, Z-- vM, rn,' aw.. . 7�.... �..... `"FR ( INSPECTION RECORD 'Retain a copy with permit PERMIT NO. (206)431 -3670 • El Corrections required prior to approval. El $47.00 REINSPECT • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: SSV COMMENTS: Type of Inspection: 1- 1 r l 1 — - Fx ‘) 1 I r(tr19 566 P. .A.sorCS t CiPoa tcecr( 40.4416t> 6 t-Ccr r-it ' 41er ecectZrewe /A rIACTI,Je rr:701, 2A-k t '34-.1-, ( • t=yi.0f T Phone: 2Cle — 10 df-..ir.. ; . , .., Ar . Project: Fi(C t Type of Inspection: 1- 1 r l 1 — - Fx ‘) 1 I r(tr19 Address: -- i - _ "E T":", >, Date called: 10- 2- 11n Special instructions: Date wanted: ,A,r&. -4 3 Rquester: Phone: 2Cle — 10 INSPECTION RECORD Retain a copy with permit • INSPECTION NO. ...CITY OF TUKWILA BUILDING DIVISION 6300 Southcentei Blvd, #100, Tukwila, WA 9818 (206)431-3670 Approved per applicable codes. L�rrections required prior to approval. Ej S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: otect: - xodL kS Type of Inspection. - ., K - Y( 1 �- t11 )1\A∎�c F Address: V C)( TIT• Date called: J 1 - 0 0 Special instructions: • Date wanted: a.m. ( Co - CTh p.m. Requester: i\- r K, Phone: ? f tr. 1 1 '):("• " CA - 1 R INSPECTION RECORD 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: II?E... ' 124, 'rivtg. t/T" /1 1 Q 112 Pit cc-4i. Fixate,- ,c -tb%Z # t, 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No: Date: Projecg.. Type of Inspection: Address: / 3o1— 77i Date called: Special instructions: Date w 2.�00 a.m. p.m. Rego � r� i Phone: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • _ , A. L' C 4 67 S C ( 9 - 7 4 - , _ COMMENTS: Insp j 7. ,4e7V)2 4; :e / ,ems/ /19,G zecV e -$ 7 - l//a ,4 779 ,4f 49;41, : 14 -. .i y -' Date: PERMIT NO. (206)431 -3670 orrectioY s required prior to approval. 0L1 $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: > COMMENTS: 72/6 C O A V f ) 2 Q c ' ' )1/2i 5 ,CAE.' 6?/e $7Lr -6 ? / ACC c-64 4..rr9 USF a ie" 6ce977 /S TX,-tee/7" f cr0 .? koae. Date called: 0 /�'a 4cci 5S tO r S.o,'c 5. ez. ,d5 �6eOO/ /Ofi/) /A)/77,401/7 ..eres/(776:5 a-0 /4t/S, Cz'e tr C o •ie /rS s /-/ 'L ,4 PVGe 4, e2. 472viv,it /41/22 /144& .. %r. /6d D 5 - 440.4. F 7s 75 ,7 ,071 ae "k47,60,.D V G, (/Acv.4re" i/e/.9C S'41'7" I ©,C Vi ' £CQu /PMe,or 54, 4c47 </e Y7) S4?OCE 7S 14f 41f /./ar ,tae.. /,f7/€t Project: � � Type pf s Inp i es 0 t .. �t D I � Date called: Special instructions: Date wa e : Z�l' Go a.m '' p.m. Reques :,��� Phone: • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 a . Approved per applicable codes. Corrections required prior to approval. Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: �fil`A& ��� � ".h. ° i.: Li' �iFw�. KRY�t ul� L7�nl " •_c -. ..e Pr 'P o T Insp A d s DateoII d: i Special instructions: . ,. 62-( C'+ Ai 6th ./5‘ ' © Date wa ted: AAP j� 9 2-4 Do a , Phone '' /' d am / #24- I -5 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. PERMIT NO. (206)431 -3670 Corrections regGi(ecTpriortbar�va`f COMMENTS: PA ED $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: / Type�lnspection: Address: 46 , Date called: Special instructions: / l� f'fe Date wantgd: a.m. Re?)7 / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. jCorrections required prior to approval. COMMENTS: Insp 1 ie for -0 /5, 15 1/ eo/ $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 Date: cret i_..1 - w5:..._._:--_:• e,.......,_... c_ cv. Aciva. w._ ek: l:.: i�:.-: ctn. ee,..,• E. uF:.Y.�.:.adSLs,�_.ti.�aiMiY,e /� COMMENTS: c./ Le-CQ7" ilall 1 A • %5 ,,eiec.‘e c4tr,it 4 zkei,eepe /e-47 '( • 'i4 / 7XrAif Occ (..// CV 4, - 6 4 ( (tee/err-4i_, / _g /0" /5 a . , , - .. - . _ .1 -■ 4 a A Croweere ,s_.47 •, Prxtyj Type of Inspection; nat agsb 1 7 . I, a Date called: s j so/ co Date want d: (151C0 1M Special instructions: #2)§to 590 , .6 2 Requerik c..... 1 ... ci 1: Approved per applicable codes. ections required prior to approval. lnspe r 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: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dat PERMIT NO. (206)431-3670 Ot.) COMMENTS: /., (C 67 0 ,(,/ A-Z. 00F 51/5' /°'fiJ�� f c t. , . 1 U4 t,c ( ,e6 1) Z6K 0, 4 2 6 0. 00 -tf c , 4 ( C / C S yr r l t..ada , . ce o o.e T DA Special instructions:.. . Ae 5 / z 7 , _( ,C14 ? o7 Date wan mm a. . p.m. equester: R12 (99-m p U-- 1l r•gC_ 1/. • 0 / 1/ (44 1C Siu C; .r .f 1 1 Projesy ?t � -Orfr1``-) K.4 /., Type of In pection: (4 . / € Address: Date called Special instructions:.. . Date wan mm a. . p.m. equester: Phone: .. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 AztrItaMtaitin PERMIT NO. (206)431 -3670 f— IAppro per.applicable codes. Corrections required prior to approval. J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P,.r_olect: . &4 beiOS CO/YMM t «hla,� Type of Inspection: .S�.S CC F (ei ll Address: -3bl T. - C. ;13 D e called: c _'-1 -cc Special. instructi ""' ! t .. Date w ted: 5S D O `p G Reque er r / Cr P hone: 1Ozo -, y 69410 INSPECTION RECORD Retain a copy with permit INSPECTIOFI NO. ' CITYOF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 1sfIQQ D Approved per applicable codes. ik required prior to approval. C E►NTS: PERMIT NO. !4 Grp //' t INN Inspector: $47.00 REINSPECT! s FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Date: 0 Receipt No: Date: 4�+ i .N67a''SWi1i1G! ' iuiive�li5s 'r:d4 ,. _...c Pr t7 Type oTlris - ection: A r Date called: Spedaf nstructions: ; . Date wa 00 CD p.m. Reque ter: Phone: . . Li` INS RECORD . Retain a copy with permit INSPECTION NO t . PERMIT NO, CITY OF TUKWILA BIJILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' (206)431 -3670 Approved 'per applicable code`. Corrections required prior to approval. COMMENTS: etAA5 210¢ 1 $47.00,REE NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300Vouthcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: Cr - X/C/4‹.. e 0 / A 197- C' 11 fA1 C S 2 2/- i7 A c v ,46 • 0 7i4'1/4q izili-ry„--ft› tie77(.77tis 0.7v fic.44( /91/7 Requrp Phoneza , 2 _ 4 i ....g7 Li 0 /1 Z (81064.1.1A/UC" TYPI leir ' A : / TI113. Dat cat - 0 0 Special structions: • Date wqrl 00 c Requrp Phoneza , 2 _ 4 i ....g7 Li 0 t] Approved 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 fZi Corrections required prior to approval. Receipt No: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `01;t:k1)442.11.4 4 .,14 6 -1St ee clit _ c COMMENTS: ec // —` 4 ii 7c c ,e,er/r l7Bz J.E./ r'' C A . dAeG7 V.( /7 S /41/2144l6 ' 7 ,6,e 7 s774. 0 E rc , „ z sei-5rs _Fx/y 6CeL .44G, "z frz -t.e0 A_4.-7 r',, as &,moo e2-v-#€_. (4--,--4 s - V rey , „Are-, W .q-c. — Re..(.r0,4-i`(� AV,ge Y.� - ((5 0 G ci1 L G 41 // a9717C7 * f ie,1st su�3 / #f '-r lx (7" S (s 7 '9 /,t (etc//) L (6 61/7r &C-7 rOg -.— , P .jec • t. l l i t . iit� l. ._.i • T pe of I spectibn: r /i`('1' 'Ala •rat ce.} -� tir2 , A aa) 1 iui i lb In-�-1, D e `' occu(� r � . Special instructions: e Date wan p.m. Re Ph .fib `2...4 i- 82...` o Inspe Receipt No: r.�ez�'r dlz�CUti- x�. lt"` dgat'"�a=014.> e.AS..,�s�C�:addr•'"Lit:a:L' arc.,..-'" acsY",!'. �9L2�� y4�e45:�d:�11�:'��'`id_e'..� : i� �.�Gt i 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El l Approved per applicable codes. Corrections required prior to approval. Da Z Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 Project: fkO DO S AAOL(C4007l1 Type of}nspection: t/ AJ ti t.0 Address: Date called: Special instructions: Date wAn d: T ZCa a.m. p.m. Reque r: �� 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. Corrections required prior to'approval. COMMENTS: 4 Pt971m /7 4. . 64.14 77(5C c/SSf9 r � ` ezir - k',/4 - r rove/ -b ,oi 4 rr.4c oxc cJ ((e. Inspeyk r Da 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: �i�. �. k>, �ty?�. SaSi3roi�M�St� :�s�"i;� t;;TdrA..Ra:.�ry�Jtr ��iaii t li , �• rdS _c� . T.. � ..s'L�hs.a�..�t,nv.��wa.,�'t.�, s.ti� Project c � ` e Type o kction: 6 Address!' .... ) / 7.�L Date called: Speciar in tructions: � / c //v c_ J A-R b ,( D at e wan ted: cf a.m. p.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 \ Approved per applicable INSPECTION RECORD Retain a copy with permit codes. : «,.:�.... PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 7 i 3 )—W L . ,rte /ac 0 $47.INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [Receipt No: Date: YciPt Project: Type of Inspection: orr Ltd- x' 7 5 400( e.ciLiol Address: /i io/ Tu. . / /i, '/ )g? Date calle 4 l�-0 Special instructions: �� l Requester: 1 . VVV Ito _ ' -s..., r 1 Date wanted: sJ a.m -!..6 - CO p.m. Phone: 101,0 - Ail" - a 1 4U INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Receipt No: pproved per applicable co Corrections required prior to approval. Li $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431 -3670 COMMENTS: ),t ./..0 ,6C 7 2 (97 V o-)e Ce9r-e-4aiic.,- /C-C 0 7 0 e g .. e - CO A /Ces 4 (3-ARAI 0 /2./4 e., G5eiegfri , / .../(J(C7 E .._. 6GSS. itte.4-7A.7,.2f7A-4(A) /0:47 7)?-06,72 57V - ("7' /-/-s CO-i-t A-107 F P/-7 /1--S -4 - 01-6 b6r At s7 a 77/ / / t,/ 09 0)ki lei 0 - 4 co_g-PPeR--(6s7 /Mtve,et se4.) P .aizc : 0 0 4 _,04 Ty' Inspection: Inn ...4 .L....-01,--■ Address: / . '.9 1 -- D te ca # w - i 1 D .m. Special instructions: Re. ,. / POz:6--aih-goly ; I : INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 suesa rtAti..0 • PERMIT NO. (206)431-3670 n Approved per applicable codes. Corrections required prior to app al. Insp D et) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L teceipt No: Date: - COMMENTS: / ro 9 . _sr 0 ,e C7L lite Addrest 9-,--,--67C l4e ft-I It , 7 reh,te,eLe:7 _ Date want J: el-Iii g Ars r I/6 g /2,1c iec (C7 0 /4-6 1)4_T> E ro -L00,4 (fly 4t( l> *FS / S Aro Co.AMZX acir .-PW • Projesk t.,s- L_Ko d Ty ofAisiAtiore. c rc-rec(c Addrest Date called: .... Skcial'instructions: t e crc . „, -- . Date want J: el-Iii fl. Requester Phone: • ;•-'• INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Correstions required prior to approval. A-CO 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: of Atix ritoe. 7 .„ ). /Ilia tceeY/4 47 Date called: 1 wag,tp . / fr. ern e f r ecio 7 Ar 200 A0-0/2_ Requester ■Ige._ • A__Co-r ...f70',"-e- Phone: ---- • c.ieir„e. svi p o z J fr-i-f co4telpox aczArs s. AAA e.U774 (A.(//ti67 /2,4 77(.7 / 1• Projee z .t., e... Type of Atix ritoe. 7 .„ ). /Ilia Address: - )7 0 I -7 Date called: SPetial instructions: /4../re 6 dpDate wag,tp . / ' P.m. Requester ■Ige._ Phone: ---- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspec INSPECTION RECORD Retain a copy with permit • • • •••••••••••••••ringragr1Vi' .:., ' . . 17 Approved per applicable codes. JrCorrections required prior to approval. Date: PERMIT NO. (206)431-3670 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' •^1. ' • • J:121 Lah. • 4 .1 '1 . 1. "A. As • COMMENTS:. L 0 5 7edrs e3-1/7 O1c QG det-t e y. 6 - 777 774 4-// / : 6, 0 - 6 .7;vr X(fS$/ G7 94 -4-1J / S T /S ,1 ie., 4 , jo7 ,e. - J .. C si )3 . C /G,. (6.7 , 6-77.c/.k.( 1 1 5- e 57;/7 .�( ,'C 6/ S .A../6 0J /72/ /AY Z. 0,C ' •7— " /4 ( % Si c 77 (7x/ S / • 9 (, / /7�Lr >o / Ov(32 w < /G�/t. / 2 729/ e -de DA US, :e.— 't/ /.7 r /,,�/ -, /ee:04C /,, (/. / /A 7P --e-. A //c.T/ r, e.-- Pro ct: « "" ".x DAIS Type of Inspection. C , . Q�� a C� A vi(jO� � At. Date cal Dt `1 :4 - 0s 100 Special instructions: .a' �� Date wants Iq ^6 Vu t J \ a.m. 1 p.m. Requeste r Phone: `i (- sac INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Inspgst PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Ob $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: / To 6 rc(ii 6"ess 0) - /t-('7;j /47-6-44 A l ci onO) Tutai.). le ao. 07 5 c v,z6 04-pac,e,4 goxe5 i orc2). .44/WW.tic7 X,eoi//,‘,--,,t/73. 0 kivM)/ av,.> t ez td 9 b P 6-b Afor 1 04e @ ,A,414.( - 1 - ) 4 ( WA-u, 4 elaiffylite-Arccosae6 126Q046 pzzim.(T e&_vfstod 1• 4' _ , / :L A . Project .(xcutiS Tge Ins eat( cit A l ci onO) Tutai.). le ao. Date ca led () siN 106 Special instructions: Date wanted: ,.. 03/ l(' Request Phone aty c zyi—E2St 0 InspWo INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Date: Date: (206)431-3670 fl Approved per applicable codes. AAJ Corrections required prior to approval. El $47.0 I ‘EINSPECTION FEE REQUIRED. Prior to insliection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: 04) tAiii-u- p..k..7.--6(a4. .7(./•6 Address: 0 (bee pe.fcc64) pe.--A04/20gis -e. (bAcciewpt glove-A‘frue- 04-7 WO 6-4(10 - e,ci(-7 /k/e.Aes / 9-- ,.: -- Phonj 0,97.1i.oz./x. Ze'SS 4) 61/4ez te2.1 irgetl e; 6 SH4CIS ; 4 E-Alr / 1 Projet . vs Type of Inspecfne Address: Date called: Special instructions: . Date Requ r:4 0C( Phonj , . . INSPECTION RECORD Retain a copy with permit • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 • X - I Approved per applicable codes. PERMIT NO. (206)431-3670 Correction Date:' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: , 1 • ' n ' ' 'nes e • e'n '-'0MMENTS: Lo 1 fivArr Ar3P6c7A9W c9c 12004 V i'K 491)6 - 5 1.4.0.667.;=‘;041 Xr7wit4s ,/,cfctoara g.011441/ti i44 /AftWf_77(97t1 or 3--)--00 - iMpicre4-TES Ceittr-ceen47uc 131IP Argr 1:60S/ /AISP6,c-72,97(i .., ii___ Projet 03 ywit Type of Insp A ..7— ffrro. Date called:03 03 / Special instructions: a ( ci. Date Requester: Phone:06 Gyo INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA ,98188 i . ,0911r Dat (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. Do 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Projt ( 6144 wt, Type of t Date catty Date wardlo C P.m. Ad s: Address: C)/ TUX%) . N li a Special instructions: 0 Requestic Phone:(A — 0 , W/ - ed CID INSPECTION NO. proved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 FiAc-r7F90 ttA (206)431-3670 orrections required prior to approval. loure.efof... E JelLerene- A/4 tot-a& `1.0 6 - tx Afore (he /146 W41 g_ct_crrc4, G0x. $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").:c. yAtatit,' A _ If_a• Project: Type ec Adele Date called: A Special instructions: Date ✓ dot Req ster: Pho %6 — Z9f --O2.40 Receipt No: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 0L(415(-6- /tilt Woo is t( itv44 tcir 6t-S4 , �� /A.(D /c4-7Xs El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ski ��r Pr 6w/us t Co rltfr I..UUCC.C/1U15 e - ,( r s. '` � t wP I a (O Date c eti�„ / Special instructions: lave t�..rr Dateyx 7 r � Q (/� `t (J(J c, p.m. Requester i G Phone 0 �8°G O 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. Date: 41 $47.00 REINSPECTION FEE REQU r ED. Prio f o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: xlifolL lig _ : PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 69/. -c' /'e c j_ . Qf /U^, h •i (} y4 G7 Special instructions: 1 /�t 0" p U 1 „ . • e) ) M Phone: 02 O 5 02366 flee dN I __• i J Project: X XJUS Type of 1 ction: - rre_- .S/ r• i 4 Address: _. . It 1 iCt kW/ la led/ 81 Date calle o o Special instructions: 1 /�t 0" Date wa l/023'�y, -� 410 ( Requestee Phone: 02 O 5 02366 INSPECTION NO. _,. _,......... Project: e , , • S Type of Insp t ion: Address: I i Date called 2 --- ka - . co t0 Special instructions: �! ._. #, ih Date wanted:. Z(8 'CV a.m. p.m. Re t r: Phone: 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: r /SIO,Lf Mot S i 7' El $47.00 REINSPECTION FEE REQUfRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: Date: Fire Department Address Sprinklers:. Fire Alarm: Hood & Dudt : Halon: Monitor: Pre -Fire: Permits: City of Tukwila Project Nate E 'X cs &uV 5 J:J..- ! a - co\ ,R Approved without correction notice Authorized Signature TUKWILA FIRE DEPARTMENT FINAL'APPROVAL -FORM 6 FINALAPP.FRM Rev. 2/19/98 3 r� Retain..,current __insp sched Needs shift inspection Approved with correction notice issued Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. M3 o 0 045 Suite # (4 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 •AGRA. "JUL242r ENGINEEIING GLOSAL SOtU1foNS 11335 N.E. 127' Way, Suite 100 Kitklatid, WasNnglon 980344918 Tel (425) 8204889 Fax (425) 821.3914 Sabey Construction 12201 Tukwila Int'I. Blvd. 4 Floor Seattle, WA 98168 Attn: Doug Gardner cc: City of Tukwila S:IWORDPROC\FIeld Document Tranamllla1s113000s113433-0.wpd COMMU DEVELOFIELD DOCUMENT TRANSMITTAL Date: July 21, 2000 Project No.: 0 -91 M- 13433 -0 Project Name:.I.G.C.P Bldg. A, Exodus Improvement Project Manager: Ken Sahi Permit No. Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above- referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Laboratory Report Document No. Set 5 Document Date 06/13/00 Transmittal Date 07/21/00 attn: Building Department attn: Report No. Date Inspector Deficiency Noted Corrective Action Proposed Corrective Action Closure Date & Report No. 13 5/3/2000 DDS Fire proofing floors, 2 and 3, lines 10- 12/A -D N/A Repaired 5/10/00 Rpt. #14 Sabey Construction Field Document Transmittal °AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS PROJECT NAME: IGP EXODUS PROJECT NUMBER: 0-91M-13433-0 DEFICIENCY LIST 0-91 M- 13433-0 Page 4 StWORDPROCTseld Document TransnY0als113000s113433-0.wpd AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 6/13/2000 Placement: RAMP, 2ND FLOOR. Strength (ft): Required : 4500 Mix ID: 345143 Supplier: CADMAN Load #: Truck #: 208 Ticket #: 120009 Plant #: - Batch Size: 9 YDS Water: - Admixture: Time Batch Time: 7:42 Sample Time: 8:40 Finish Time: 9:00 Test Result Spec ID # ID 8027 A B C D Reviewed By Distribution Date Age Date Rec'd Tested (days) 6/14/2000 6/20/2000 6/14/2000 7/11/2000 6/14/2000 7/11/2000 6/14/2000 L CI . Yes Fil e, Yes psi @ 28 Days 7 28 28 . 56 Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Producer: Yes Others: Actual Area (sq in) 28.27 28.27 28.27 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Remarks: REFERENCE REPORT #13, SET 5. Compressive (Ibs) 96530 126200 121090 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8919 Tel (425) 820 -4669 Fax (425) 821 -3914 July 13, 2000 0 -91 M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY D99 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A Inspector: DAVID SELANDER Actual Suecs. Slump (inches) ASTM C -143: 4.25 4±1 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 69 50 -90 Ambient Temp. ( °F): 62 N/A Weather: N/A Strength Brk. Type/ % of (psi) Cure Req'd 3410 SH 4460 CSP 4280 CSP 76% 99% 95% • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122 Way, Suite 100 Kirkland, Washington 980344918 Tel (425) 820-4889 Fax (425) 821-3914 To: Sabey Construction 12201 Tukwila Intl Blvd. 4 Floor Seattle, WA 98168 Attn: Doug Gardner Enclosed for your review and records are our most recent Daily Field Reports and associated fiel correspondence pertaining to the above-referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Laboratory Report Document No. Set 5 Document Date 06/13/00 Transmittal Date 08/18/00 cc: City of Tukwila SMORDPROWIeld Document Transmittals1130005113433-0.wpd 1 1, tc - CT; AUG 2 1 2000 CO M kfty1",3 FY; FIELD DOCUMEliftitAlaillITTAL Date: August 18, 2000 Project No.: 0-91M-13433-0 Project Name: I.G.C.P Bldg. A, Exodus Improvement • Project Manager: Ke. Permit No.: attn: Building Department attn: Report No. Date Inspector Deficiency Noted Corrective Action Proposed Corrective Action Closure Date & Report No. 13 5/3/2000 DDS Fire proofing floors, 2 and 3, lines 10- 12/A -D N/A Repaired 5/10/00 Rpt. #14 Sabey Construction Field Document Transmittal *AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS PROJECT NAME: !GP EXODUS PROJECT NUMBER: 0-91M-13433-0 DEFICIENCY LIST SAWORDPROC Field Document Transmittals 13000s\13433-0.wpd 0 -91 M- 13433 -0 Page 4 • AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE ASTM - C39 Mix and Field Data Cast Date: 6/13/2000 Placement: RAMP, 2ND FLOOR. Strength (Pc): Required : 4500 psi @ 28 Days Mix ID: 345143 Supplier: CADMAN Load #: Truck #: 208 Ticket #: 120009 Plant #: Batch Size: 9 YDS Water: Admixture: Time Batch Time: 7:42 Sample Time: 8:40 Finish Time: 9:00 Test Result Spec ID # ID 8027 A B C D Reviewed By Distribution t R y Date Age Date Rec'd Tested (days) 6/14/2000 6/20/2000 7 6/14/2000 7/11/2000 28 6/14/2000 7/11/2000 28 6/14/2000 8/8/2000 56 Client: Yes Lv Fil Yes Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pct) ASTM C -138: Concrete Temp. ( °F): Actual Area (sq in) Ambient Temp. ( °F): Weather: N/A 28.27 28.27 28.27 28.27 Compressive (lbs) 96530 126200 121090 129850 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6918 Tel (425) 820.4669 August 9, 200lax (425) 821 -3914 0 -91 M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY 099 -0441 KEN SARI N/A NELSON - BOURDAGES N/A Inspector: DAVID SELANDER Actual 4.25 69 Specs. 4t1 N/A N/A 50 -90 62 N/A Remarks: PLEASE OBSERVE LOW BREAKS AT 28 DAYS. SAMPLE 'D' WILL BE TESTED @ 56 DAYS. REFERENCE REPORT #13, SET 5. Strength Brk. Type/ % of (psi) Cure Req'd 3410 4460 4280 4590 SH 76% CSP 99% CSP 95% CSP 102% SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Report 15 Set 5 06/13/00 06/20/00 06/30/00 06/30/00 To: Sabey Construction 12201 Tukwila Int'I. Blvd. 4'h Floor Seattle, WA 98168 Attn: Doug Gardner cc: City of Tukwila S;IWORDPROCIFIeld Document Transmfllals113000s113433A.wpd J E VED AGRG AL SOLUTIONS JUL 0 3.2000 11335 N.E. 122 Way, Suite 100 Tell 42 8 Fax (4 0MMuNITYFIELD DOCUMENT TRANSMITTAL ��� c�.c��rUCS� Date: June 26, 2000 Project No.: 0 -91 M- 13433 -0 Project Name: I.G.C.P Bldg. A, Exodus Improvement Project Manager: Ken Sahi Permit No.: D99 -0441 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. attn: Building Department attn: Sabey Construction Field Document Transmittal OAGRA Earth & Environmental ENGINEERING GLOBAL SOLUi1ONS PROJECT NAME: IGP EXODUS PROJECT NUMBER: 0 -91 M- 13433 -0 S1WORDPROC1Field Document Transmittals113000s113433 -0.wpd DEFICIENCY LIST 0-91 M- 13433 -0 Page 4 r—, Report No. Date Inspector Deficiency Noted Corrective Action Proposed Corrective Action Closure Date & Report No. 13 5/3/2000 DDS Fire proofing floors, 2 and 3, lines 10- 12/A -D N/A Repaired 5/10/00 Rpt. #14 Sabey Construction Field Document Transmittal OAGRA Earth & Environmental ENGINEERING GLOBAL SOLUi1ONS PROJECT NAME: IGP EXODUS PROJECT NUMBER: 0 -91 M- 13433 -0 S1WORDPROC1Field Document Transmittals113000s113433 -0.wpd DEFICIENCY LIST 0-91 M- 13433 -0 Page 4 r—, *AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE Mix and Fled Data Cast Date: 6/13/00 Placement: RAMP, 2ND FLOOR. Strength (fc): Required : 4500 psi @ 28 Days Time Mix ID: 345143 Supplier: CADMAN Load #: Truck #: 208 Ticket #: 120009 Plant #: Batch Size: 9 YDS Water: - Admixture: Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 8027 A B C D Reviewed By Distribution 7:42 8:40 9:00 Date Date Rec'd Tested 6/14/00 6/20/00 6/14/00 6/14/00 6/14/00 nt: Yes File: ASTM -C39 Age Nominal (days) Specimen Size 7 28 28 es Producer: Yes Others: Actual Area (sq in) Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Slump (Inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #13, SET 5. Compressive (Ibs) 6x12x0 28.27 96530 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034-6919 Tel (425) 820 -4669 Fax (425) 821-3914 June 20, 2000 0 -91 M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY 099 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A Inspector: DAVID SELANDER A ctual 4.25 69 Specs. 4±1 N/A N/A 50 -90 62 N/A Strength Brk. Type/ % of (psi) Cure Req'd 3410 SH 76% HOLD PROJECT NAME rte' Z 4.Jt AA /1 , A . GG P 4 s �(ii .!►r../hJt.w#•, � PROJECT NO. J - O/ �O -% " REPORT NO. WA ' ADDRESS (J �, # z: cd�¢ , -OW/ DATE ‘../X'00 CLIENT � ,2 WEATHER ol. /C.C L PAGE (includes TestReports) / OF; STRUCTURAL ENGINE / 7 �1 E;0 �✓. t e C AGRA PROJECT MANAGER/PHONE NO. - AA. ARCHITECT .59 AGRA FIELD REPRESENTATIVE/ PAGER NO. PR / CONTRACTOR -Spew' TYPEOf ON ❑ RE-INS ECTION COMMENTS , . . - 0 , 6 0 e tar. t, A 9$ / metre t 1 / 7v � i,. -� 60,07C r...4 Ze e,. e.r.T 1 igOter / As c -fio... Qs r ,. / Q/C„ er, gic's ,/ /?C4•/ 4 ix,...- ""G' •79 /',- j/V .#tt _)..... ,Yes C /D - C Z. .4r;eQ !/e#, C. I lei led p / / , 72) (/ Xce."-e-- 7 ev,7 , - C- C91 1 it? 1,,, . W 3 ' 4:10 r 9/ "'p l ie) /16 e Lf"'e 7 COP. b.. /ce C„,4cP.Ae) A..t/ .- +.t , ..r 35i..5793 / o e-e/. S 7 1 COP SO ! • 1fca d 1Ui ' d /C' ''D • /) 7 e/ / P C: r-G AG A A I/ ne-C 74:51 SS /S 10 1 / ?'vr' T s !% /n ter: c r� ^t 10 64 f7�s7 G 31, t ..44---/ G,Ze t- rr c:./ =J . n CaN f'oi.• ••ce G..• i 9`?p /e.• s r... G' f4/0 01:fe /e/0,64 G•t.S Uu►. 7 4 A peC. XD on a SAMPLES OBTAINED (NOJSIZEITYPE) G' ! /Z'' cy/ SUMMARY To the best of our knowledge, all items Inspected as noted above were -as ❑ Preliminary Observations in general conformance with the approved plans and specifications. O No ❑ Deficiency Corrected - Report No. /i � (/ �'�' /( J �� ! AG' A FIELD REPRESENTATIVE REVIEWED BY V AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6199) RE M C39 GROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 REPORT NO /3 PROJECT NAME 2" P ,..� 1 z"....,,in��.. 8 .4 PROJECT NO. o91� - /SY33 -0 / ' . OF CC al• C. t/. . 4, X 4 �/� PAGE (Includes Test Repots) 2 DATE `i / C� /3Q FIELD DATA BATCH DATA SUPPLIER GA.2../".4,41 TYPE OF CEMENT MIX NUMBER 395/5/3 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER /.29a9 q CEMENT (LBS.) TRUCK NUMBER 2Og FLY ASH (LBS.) BATCH SIZE, YD3 7 COARSE AGG. (LBS.) TOTAL PLACED 7 OF 9 YDS COARSE AGG. (LBS.) WATER ADDED, GALS. 0 COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) DRUM REVOLUTIONS WATER (LBS.) BATCH TIME 7:9.2 AIR ENTRAINMENT SAMPLE TIME . Z ADMIXTURE NO. 1 FINISH TIME 9 c ' ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET / OF / LABORATORY SET # I.D. 02_ SAMPLE LOCATION: �� - .2 "� jc�✓ DESIGN STRENGTH � o PSI @ DAYS *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 4 Z Pod SLUMP (ASTM C -143) 7 i'/ :5/4.- i4`C SPECIMEN (NO./SIZE/TYPE) V... tc.r / "Cy / AIR CONT. (ASTM C -173/C -231) DATE SAMPLED ‘,./3 - AMBIENT TEMP ° F DATE RECEIVED 6- / q —00 SAMPLE TEMP. (ASTM C -1064) 522-1r) 6, CURING CONDITIONS Ct/rZ UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods If different from those Indicated •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 SAMPLE STORAGE LOCATION AND COMMENTS TEST REPORT AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev. 6199) RECEIVED • AGRA MAY 2 6 2000 ENGINEERING GLOBAL SOLUTIONS VL 11335 N.E. 122" Way, Suite 100 COMMUNITY Tel (425)820-4689 Fax (425)8214914 f j4FI M 126 DOCUMENT TRANSMITTAL Kirkland, Washington 98034-8918 DEVEL To: Sabey Construction 12201 Tukwila Intl. Blvd. 4 Floor Seattle, WA 98168 Attn: Doug Gardner cc: City of Tukwila SAWORDPROMField Document Transmittals11300051134310.wpd Date: May 23, 2000 Project No.: 0-91M-13433-0 Project Name: I.G.C.P Bldg. A, Exodus Improvement Project Manager: Ken Sahi Permit No.: D99 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above-referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Laboratory Report Document No. Set 3 Document Date 05/16/00 Transmittal Date 05/26/00 attn: Building Department attn: 1 Sabey Construction Field Document Transmittal ,AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS PROJECT NAME: IGP EXODUS PROJECT NUMBER: 0-91M-13433-0 S:\WORDPROCTIeld Document Transmittals 13000s l3433.0.wpd DEFICIENCY LIST 0 -91 M- 13433 -0 Page 4 Deficiency Noted Report No. 13 Date 5/3/2000 Inspector DDS Fire proofing floors, 2 and 3, lines 10- 12 /A -D Corrective Action Repaired Closure Date & Report No. 5/10/00 Rpt. #14 •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122. Way, Suite 100 Kirkland, Washington 980344918 Tel (425) 820-4889 Fax (425) 821-3914 SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Inspection Report Document No. 14 Document Date 05/10/00 Transmittal Date 05/19/00 To: Sabey Construction 12201 Tukwila Intl Blvd. 4 Floor Seattle, WA 98168 Attn: Doug Gardner Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above-referenced project. cc: City of Tukwila S MORDPROCTIeld Document TrensmIttab5l3000,1113433-0.wpd FIELD DOCUMENT TRANSMITTAL Date: May 19, 2000 Project No.: 0-91M-13433-0 Project Name: I.G.C.P Bldg. A, Exodus Improvement Project Manager: Permit N attn: Building Department attn: RECEIVED MAY 2 2 2000 COMMUNITY DEVELOPMENT Report No. Date Inspector Deficiency Noted Corrective Action Closure Date & Report No. 13 5/3/2000 DDS Fire proofing floors, 2 and 3, lines 10- 12/A -D 4=o Re ` - r ED 51/v/0.0 dr 1 IPPCEIVFn MAY 1 ZUUU C: OMIT- ilF1 /PI f UNITY 1PMFNT Sabey Construction Field Document Transmittal AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS PROJECT NAME: IGP EXODUS PROJECT NUMBER: 0-91M-13433-0 S:IWORDPROC\Field Document Transnttals113000s 13433 -0.wpd DEFICIENCY LIST 0-91M- 13433 -0 Page 4 1� AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE Mix and Field Data Cast Date: 4/18/00 Placement: RETAINING WALL FOOTING SOUTH CORNER BUILDING "A ". Strength (f'c): Required : 4000 psi © 28 Days Mix ID: 345163 Supplier: CADMAN Load #: Truck #: 205 Ticket #: 103919 Plant #: - Batch Size: 10 YDS Water: - Admixture: Time Batch Time: Sample Time: 13:00 Finish Time: Test Result Spec ID # ID 7682 A B C D Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By Distribution Date Age Date Rec'd Tested (days) 4/19/00 4/25/00 7 4/19/00 5/16/00 28 4/19/00 5/16/00 28 4/19/00 ASTM - C39 Client: Yes File: Yes Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: GEORGE HOWARTH Actual Specs. Slump (inches) ASTM C -143: 6 7.25 Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 59 50 -90 Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #10, SET 3. AGRA Earth 8 Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 .6918 Tel (425) 820-4669 May 16, 2000 Fax (425) 821 -3914 0 -91 M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY D99 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A 54 N/A Actual Area Compressive Strength Brk. Type / 7. of (sq in) (lbs) (psi) Cure Req'd 28.28 129160 4570 CSP 114% 28.27 153620 5430 CSP 136% 28.27 152320 5390 SH 135% HOLD AGRA ENGINEERING GLOBAL SOLUTIONS May 12, 2000 0 -91 M- 13433 -0 Sabey Construction 12201 Tukwila International Blvd. 4 Floor Seattle, Washington 98168 Attention: Mr. Mark Velasquez, Project Engineer Dear Mr. Velasquez: 1. Visual inspection of structural steel welding and erection; 2. Structural Steel — Fabrication shop inspections; 3. Installation of epoxy dowels; 4. High Strength Bolting; 5. Reinforced Structural Concrete; and 6. Fireproofing. S: \WOROPROC100 NOM \Seallle 13000s \13433 Sabey Construction \lnter•gale Wesl wpd AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6918 Tel (425) 820 -4669 Fax (425) 821 -3914 Subject: Summary of UBC Special Inspection and Materials Testing Services City of Tukwila Permit Number: D99 -0441 Inter -gate West, Building A; Exodus, Seattle 2, Phase II 12301 Tukwila International Boulevard Tukwila, Washington AGRA Earth & Environmental, Inc. (AGRA) respectfully submits this letter as our final summary of UBC special inspections and materials testing for the above - referenced project. AGRA performed inspections for this project beginning on February 15, 2000 through May 10, 2000 as requested and scheduled by representatives of Sabey Construction. Daily field reports numbers 1 through 14, and Fab -1 through Fab -2 were prepared at the time our services were provided and form the basis for this final summary of our inspections. In accordance with the City approved plans and the request and authorization of Sabey Construction, AGRA performed inspections for the following: Timothy AssOciate - , Ke S. Sahi; P.E. WABO Technical Director . . Sabey Construction May 12, 2000 „ In our opinion, the work which was inspected as referenced in our daily field reports was performed in general conformance with the approved plans and specifications. If you have questions or desire additional information, please call at your convenience. Sincerely, TRI-1/KSS/lad cc: City of Tukwila Sabey Construction ;.. SAWORDPROC100 Projects\ Seattle1130005‘13433 Sabey Constructionenterlate West.wpd 0-91M-13433-0 Page 2 AGRA ENGINEERING GLOBAL SOLUTIONS • Attn: Doug Gardner • Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above-referenced project. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122" Way, Suite 100 Kirkland, Washington 98034-6918 Tel (425) 820-4669 Fax (425) 821-3914 • OECEIVED MAY 15 2000 FIELD DOCUMEWRAMMI'TTAL To: Sabey Construction Date: May 11, 2000 12201 Tukwila Intl. Blvd. 4tl Floor Project No.: 0-91M-13433-0 Seattle, WA 98168 Project Name: I.G.C.P Bldg. A, Exodus Improvement Project Manager: Ken Sahi Permit No.: 099 SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Inspection Report Document No. 13 Document Date 05/03/00 Transmittal Date 05/12/00 cc: • City of Tukwila SAWORDPROCNFIeld Document TrensmItIals%1300003433.0.wpd attn: Building Department attn: Sabey Construction Field Document Transmittal AGRA Earth & Environmental ENGINEERING GLOBAL SOLUTIONS PROJECT NAME: IGP EXODUS PROJECT NUMBER: 0-91M-13433-0 Report Date Inspector No. 13 5/3/2000 DDS Deficiency Noted Fire proofing floors, 2 and 3, lines 10- 12 /A -D Corrective Action Closure Date & Report No. S AWORDPROCWleld Document Transmiltals113000s\13433.O.wpd DEFICIENCY LIST 0 -91 M- 13433 -0 Page 4 /. ` . ._. COMMENTS ° ... . ,,fiCeAfok, s ;4.OS rtpeS4 if ra i1tPc 1r 4rC% Q 4%' 4,411 .s.c € ‘4,f1/ iwr o.,. vs r i fU, ....476i c0 4., 1 0/ :Aopc. f ,l' .rr/o//214 s i00. 9T � sr vP .,. v`� Q? I / Z'4e5 /0/2 gyp ss 4•e / /rl .7 tar rr..6.0 ‘, r vhf. 644thoI✓ ids.e_I / 1 .>'/t k -h Td /".99..... C# /-.rente ,dee .l !s, 74; G ■`71� lK" '121 7 /.M rte it ro.. rte 'irerl I s..I ;ti s reed dT , J`_ / , /p Pna? i Mg. s ■oc.- l".cynA e f 41 /5 A o - te. . a _ • ,. / , £ ro;,c ?, /, ir..s. /3,- e ,:ig.er CoH1 ,�j,j tsar s�.s-Ae f I ; �,sh &/ ' ` / ' 40, . / / o7' /2 t! G‘ 7 4n C c �' +r� r .I y are.,/ vs- r , /. p , w �644 OOI2.eue I /n l., 1ft e. 1411 /hs741/ 4 CC./ a. x/1 rin IP # C7 es ",0, G i 1 / !� v1 :74. f . .. a �' � � - e . . AL - . e , SAMPLES OBTAINED (NO./SIZE/TYPE) ./V/4- SUMMARY To the best of our knowledge, all items inspected as noted above were 'Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME „•Gc P Eic,al/tw .��.e,.t..,....d: I3.4-i A PROJECT NO. .9/.4-/3v33 -o PERMIT NO. . S/7T/ REPORT NO. AO 14 DATE /o-oo ADDRESS ` V !gam f e. hi7 r !1 BSI.../ A/A CUENT - WEATHER ` g►_ c' PAGE (indudssTsst Reports) / OF STRUCTURAL ENGIN -, • / // ../tA soi. L300 ,�e i AGRRAPROJECTMANAGER/PHONENO. /Gl i. _.<721 1s' - si o -Are AGRA FIELD REPRESENTATIVE/PAGER NO. / Pt.d - Se� A de,/ V25- ,�J�/ TYPE OF INSPECTION / Of NE W INSPECTION � .,r - / / ! ❑ RE•INSPECTION ARCHITECT ✓ ✓✓ CONTRACTOR 1r le.b, AGRA LNGINEERING GLOBAL SOLUTIONS 11335 N.E.122n° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY MA 2 1(]U(! THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY O1,11i'PitO iettil MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party- - mean excep i n full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev.6/99) COMMENTS /4 " # � o.G . .OW !/t/',',Q/ t!' /le/ d t'S Co 4e. . 4 vine 7 S` "el S Q/C /eci /2 eelkie tS *eM' P A 46A / 1 / n 7 d. / Ad Lem $ /at. Pel G /t S7 /T./ oT S T, GS / f//s is 7 e tS r Sec r c / %4igec OWE h.mo d . ..4 re dew*, el m -4 .., I M J dete Qc/T,t 4,1101 Q/ e fh4.40 . ��` ` !a- A../, PAGE ( dssTss Reports) OF DATE -,e•-env, 5" RECEIVED MAY 2 2 2000 COMMUNITY _ DEVFI nP 4Err- PROJECT NAME 2 c L0 / � .��oA �lc�.� PROJECT NO. 094. 1 /3Y33 - o REPORT NO. /� • u it �7•G / 4.44 ��` ` !a- A../, PAGE ( dssTss Reports) OF DATE -,e•-env, 5" AG RA { 4GINEERING GLOBAL SOLUTIONS 11335 N.E. 122"" Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) AGRA FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev. 6/99) Information .To Build On Engineering • Consulting • Testing • ./ May 3, 2000 File No. 712 -90234 • Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Project Name Project Address Permit No. Sincerely, PROFE ONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P. E., Manager, Seattle Construction Services Department Downtown Harley Davidson tn Avenue South, Tukwila We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. WORK INSPECTED Structural steel welding (visual) Structural steel erection Reinforced concrete (cast in place) Anchor bolt installation Grouting Exhaust system installation* *Note: This item inspected at the request of the City of Tukwila Building Inspector ,Processional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282-0666 • Fax 206/282 -0710 COMMENTS 0 1 6 / 4 / C / l Gt r S � 4 4s t e l i o e d e A/ t l t o / . k 4 ."rrr /Sbc,tr,/ jns r bL.. h' . Ga..w,h x d 4,...4 v/IL, a 4.3 o., d ,Ibe e(' Ale /7' • ,/,,,z,„,...,,....,. � ,. 7e..+ A � / / �1 O O ZA/ele iws�G��d �.. 7 c%7C : 110 ate.e 9 7 %•s /644 9‘ l.A. Z G/e/c+�'�t,� sr. / Cnu.,r. r��t re /c �...t4.. � o 1 Il, A•s ,Z f3. At" /ff.'s -4.e_ f crie. 7 4, / oe/ // / c r expmr / 1941 0Ce 94 Ad/Pd Aids 22/./9 .4' mane /'. 4. %er.. Cola I /PS c,■e / %1 e� if . c'..c 9T t�i.i oL2t ,4 /f3 LO.•.�f /...../e4., / aJ 67 • Cr.. , �Ot>-r /C/�./ Si �iw Sc./ceh f✓'C //- L4/1 Con. h //' 3, ^� N , /J oa !c 1 ' �44 04/ 9f v d � ve_c .p/"s. / ie1 h/ le s 1 ea",. ,'e.ar 7'4t c., 4( rite 03 W W /TI L✓cdv- 7/15 4/4C cA 1 1 ' 74 bfird 4er A/SG 7 ' et T[] /vwe fti Q 46Er..are- . "riff pr JJJ SAMPLES OBTAINED (NOJSIZEJTYPE) N/A ARCHITECT SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. No ❑ Deficiency Corrected - Report No. p2 PROJECT NAME ....r?CP I4 - 2: 0 0199kearsow Tg ! I3A / /7' w PROJECT NO. 40fJ4 ?33 - o REPORT NO. - 441 1 ADDRESS ��, ' S T�w� � G/�- d PERMIT NO. P-ow/ DATE ,5.3 -00 CLIENT / WEATHER PAGE (includes Test Reports) / OFa STRUCTURAL ENGIN R .4440" 3e.a e.s AGRA PROJECT MANAGER/PHONE NO. /-e,, .1,- f/.1.5-2.Z0 -1169 AGRA FIELD REPRESENTATIVE/PAGER NO. c.i....c hie.- s -76 ' Sy ARCHITECT ✓ CONTRACTOR S Q TYPE INSPECTION [.Kla✓iiL� / /f'�%r•,7/.dC!!s� ❑ RE-INSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/991 v COMMENTS • /� .../461 cio to r t 4;.1410,2 c. 4., al f�'��on.�t." a 7 i er,...s 7.a'3 ok ,./4j d(>( 6047iric%.# 4.hJ o..t s.-/e.,- z ,. k -( -Mame& 1 10/47✓e.r p' ci..„, f,,,,p,, defer ze,ol4e.J �. 4r 2 ,,,.,ii ,„„A., i. T edie∎e.,: e.0 4 Ce . /101 Coi..hl e te e 1 ,Z/ //_ J /boA,s a / r.I Aix .tl) -/Z -n ` ' . Ai ->< , /., 1 / i. S A J � � G�JK /IC !,i' !.1 Ntr r /!e .S t ` 4. irk s-'/Lt9., ....16"41 ...1v 4.9, 4 GCA.1 4 (s•[ F et 1.0 4✓h4. 9 /CC.J 10-.. Lt/hIl P.retD'l od— tI -ae , ASIed %1 am-. 41 I 7 91 G /C. r dD /1.1 Air; Sit 6 . 0 K / 4 2 - 4 _ • S 4 C O 4}/,S A., a t hs ... c 4 Q �ON S� 2„„ +T` L.O GUT t i #Ny 4� /3.GI�dc c.'4 S. /" _Al _ ----"----/ /! /! PROJECT NAME _ n 1-6 2-/o,. X Ri _A PROJECT NO. c79YM- /3 y37-o PAGE (MdiW. T..t Reports) ? OF 2 REPORT NO. -/Yj3 DATE 5-3-00 9 ; ` // �� /7I✓� S 7/16✓i - 4 G.r� • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AG19376 (Rev.6199) AGRA FIELD REPRESENTATIVE • - REVIEWED BY DAILY FIELD REPORT (cont.) THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. SUMMARY OF FIELD DOCUMENT TRANSMITTALS • Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Report 12 Set 3 04/22/00 . 04/26/00 • 05/05/00 05/05/00 ItattAiitt-A4s:r: AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122' Way, Suite 100 Kirkland, Washington 9803441918 't Tel (425) 820-4889 Fax (425) 821-3914 k To: Sabey Construction 101 Elliott Avenue W., Suite 400 Seattle, WA 98119-4220 Project Name: I.G.C.P Attn: Doug Gardner Enclosed for your review and records are our most recent correspondence pertaining to the above-referenced project. ECEIVED MAY 08 2000 DESE DOCUMENT TRANSMITTAL Date: May 3, 2000 Project No.: 0-91M-13433-0 Bldg. A, Exxodus Improvement Project Manager: Ken Sahi Permit No.: D99 Daily Field Reports and associated field cc: City of Tukwila SAWORDPROCWIeld Document TransmIttals113000013433-0.wpd attn: Building Department attn: SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report Laboratory Report 9 Sets 2 03/17/00 03/20/00 03/31/00 03/31/00 a AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 12e Way, Suite 100 Kirkland, Washington 98034-8918 COMM UNI Tel (425) 820-4869 Fax (425) 821-3914 rcup np MARI To: Sabey Construction 101 Elliott Avenue W., Suite 400 Seattle, WA 98119-4220 Attn: Doug Gardner Enclosed for your review and records are our most recent Daily Field Reports and associated fie correspondence pertaining to the above-referenced project. cc: City of Tukwila 1.EIVED MAR 31 2000 ELD DOCUMENT TRANSMITTAL S MORDPROCTIeld Document Tren5mIttelel130005%13433-0,wpd • Date: March 28, 2000 Project No.: 0-91M-13433-0 Project Name: I.G.C.P Bldg. A, Exxodus Improvement Project Manager: Ken Sahi Permit No • attn: Building Department attn: AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 4/18/00 Placement: RETAINING WALL FOOTING SOUTH CORNER BUILDING "A ". Strength (f c): Required : 4000 psi @ 28 Days Mix ID: 345163 Supplier: CADMAN Load #: Truck #: 205 Ticket #: 103919 Plant #: Batch Size: 10 YDS Water: Admixture: Time Batch Time: Sample Time: 13 :00 Finish Time: Test Result Spec ID # ID 7682 A B C D Date Date Rec'd Tested 4/19/00 4/25/00 4/19/00 4/19/00 4/19/00 Reviewed By Distribution Clie :s File: Age Nominal (days) Specimen Size 7 6x12x0 28 28 Producer: Yes Others: Actual Area (sq in) Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #10, SET 3. Compressive (Ibs) 28.28 129160 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Actual Slump (inches) ASTM C -143: 6 Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): 59 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820.4889 April 26, 2000 Fax (425) 821 -3914 0 -91 M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY D99 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A Inspector: GEORGE HOWARTH 54 Specs. 7.25 N/A N/A 50 -90 N/A Strength Brk. Type/ % of (psi) Cure Req'd 4570 CSP 114% HOLD . SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Reports 10 -11 RECEIVED APR 27 2000 COMMUNITY DEVELOPMENT 04/17- 04/18/00 04/28/00 wl ° AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Kirkland, Washington 98034-6918 Tel (425) 820 -4869 Fax (425) 821 -3914 To: Sabey Construction 101 Elliott Avenue W., Suite 400 Seattle, WA 98119 -4220 Attn: Doug Gardner cc: City of Tukwila FIELD DOCUMENT TRANSMITTAL Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. S:IWORDPROCWIeld Document TransmIltels113000s113433 -0,wpd Date: April 24, 2000 Project No.: 0-91M-13433-0 Project Name: I.G.C.P Bldg. A, Exxodus Improvement Project Manager: Permit No.: attn: Building Department attn: { ENGINEERING GLOIAL SOLUTIONS 11335 N.E: 122' Way, Suite 100 Kirkland, Washington 98034-8918 Tel (425) 820-4689 Fax (425) 821-3914 Attn: Doug Gardner cc: City of Tukwila To:. Sabey Construction 101 Elliott Avenue W., Suite 400 Seattle, WA 98119-4220 SAWORDPR0C1J9eld Document TrenarnIttals113000M13433.0.wpd RECEIVED MAR 2.7 2000 FlattitigUMENT TRANSMITTAL Date: March 22, 2000 Project No.: 0-91M-13433-0 Project Name: I.G.C.P Bldg. A, Exxodus Improvement Project Manager: Ken hi Permit N • Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above-referenced project. Document Type Inspection Reports Laboratory Reports SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document No. 6-8 Sets 1-2 Document Date 03/09-03/15/00 03/02-03/12/00 Transmittal Date 03/22/00 03/22/00 attn: Building Department attn: :. COMMENTS .... PROJECT NO. : - /3 C / • A< i Sik - zg f or - eau .� e- - ADDRESS : /i 4, (/VI d.i 1LJt te- eiiir'l e c.t. DATE /y '`- -vb eediit pews, x, a 3 fl Ic a.)ei/ WEATHER . eviutai SAN 1,-.4 2.a 4,• s4_- .flack -e,41/ 4.vi4 Al I OF & Zeilee afore was iv/4' /dt AGRA PROJECT MANAGERIPI4ONE NO. / ARCHITECT AGRA ELLDDREPRESENTATWEJPAGERNO. (#i. it @.1 d.G ee• TYPE OF INSPECTI 2 KNEW INSPECTION ie / 4/ 0 RE-INSPECTION ZeititUCkt__ JItit4kOtes, a4 i 040/15 ‘e- eP.J4-e/ C �OAte' t� a9V.,Cgle a � 4 ;1) G.- l'4L 44i � 6 SA ES OBTAINED (NOJSIZE/TYPE) 5 A - c 7 )(e_ --„, ge 0 J . sr -- SUMMARY To the best of our knowledge, all items inspected as noted above were Yes I , 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No / O Deficiency Corrected —Report No. PROJECT NAME F ) / £iO4 , ; PROJECT NO. : - /3 C / • REPORT NO. ADDRESS : /i 4, (/VI PERMIT NO. `I -.1 ' DATE /y '`- -vb CLIENT -541, WEATHER . eviutai PAGE (includesTestRpals I OF STRUCTURAL ENGINEER 4 J g AGRA PROJECT MANAGERIPI4ONE NO. / ARCHITECT AGRA ELLDDREPRESENTATWEJPAGERNO. CONTRACTOR ■51 TYPE OF INSPECTI 2 KNEW INSPECTION ie / 4/ 0 RE-INSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122 Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS R PORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (ROv.699) • ONCRE ASTM C -39 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21-17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 JEC LM PROJECT NO. 9 ?i /0-0V7 7 C 6 REPORTN / 7 O. e, / OP /02 ' PAGE (indoors Test Reports) A., A DATE e22 -o• FIELD DATA BATCH DATA SUPPLIER . 5/ t7 " x ie zi jA i i TYPE OF CEMENT MIX NUMBER 411.CA -A 137179 WEIGHTS PER YARD CEMENT (LBS.) DESIGN (ISO ACTUAL 11-51 Lf� _ TICKET NUMBER TRUCK NUMBER 4et FLY ASH (LBS.) aO BATCH SIZE, YD / 6 COARSE AGG. (LBS.) yar / ? 1 1191' TOTAL PLACED __OF (DS' COARSE AGG. (LBS.) WATER ADDED, GALS. D COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. 40-- FINE AGG. (LBS.) ,SEND / i 23 / y3f DRUM REVOLUTIONS WATER (LBS.) BATCH TIME /0 &/$ AIR ENTRAINMENTW al g .gt a SAMPLE TIME 7,`aD ADMIXTURE NO. 1 461(Ff /t,6 /D.9 FINISH TIME .1;30 ADMIXTURE NO. 2 p . 93 0 sa• SAMPLE AND TEST DATA SAMPLE SET OF / LABORATORY SET # L e I.D. # .J_ r SAMPLE LOCATION: hew .$ t..)4 DESIGN STRENGTH J 70p0 PSI ®a7 DAYS 'TEST DATA . SPECIFIED ACTUAL TEST AGE (DAYS) 674,411i SLUMP (ASTM C -143) - q f . - ••• L/ I�, SPECIMEN (NOJSIZE/TYPE) 41 6kJ . AIR CONT. (ASTM C- 17310.231) DATE SAMPLED ‘71-ag- AMBIENT TEMP ° F • 46 DATE RECEIVED 4 -6uoz SAMPLE TEMP (ASTM C -1064) Al)- *6 ?) CURING CONDITIONS /,1/ � UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES 4/8/1,0441 YIELD (ASTM C -138) *Note spproprbte test methods If different from those Indicated !n AG RA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4869 Kirkland, Washington 98034 Fax (425) 821-3914 AG IELD - PRESENTATIVE REVIEWED BY TEST REPORT SAMPLE STORAGE LOCATION AND COMMENTS AN -s 1-4ve THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rsv,&99) SAY nC:U..Yat:. AGRA Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE Mix and Field Data Cast Date: 3/12/00 Placement: S.O.D. 2ND FLOOR 11 TO 12 AND B AND C. Strength (f'c): Required : 4000 psi © 28 Days Mix ID: 6351 Supplier: STONEWAY Load #: Truck #: 415 Ticket #: 128909 Plant #: Batch Size: 10 YDS Water: - Admixture: Time Batch Time: 9:46 Sample Time: 10:50 Finish Time: 11:30 Test Result Reviewed By Distribution ... ENGINEERING GLOBAL SOLUTIONS Spec ID # ID 7423 A(FC) B C D E Date Rec'd 3/13/00 3/13/00 3/13/00 3/13/00 3/13/00 ASTM -C39 Date Age Tested (days) 3/16/00 3 3/20/00 7 21 28 28 Nominal Specimen Size 6x12x0 6x12x0 C r Yes Fl J Yes Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C -143: 5.75 6±1 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 80 50 -90 Ambient Temp. ( °F): 55 Weather: N/A Remarks: REFERENCE REPORT #7, SET 2. AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6918 Tel (425) 820-4669 March 20, 200Fax (425) 821 -3914 0 -91M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY D99 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A Actual Area Compressive Strength Brk. Type/ (sq in) (Ibs) (psi) Cure 28.27 106690 3770 SH 28.27 157940 6590 CSH N/A % of Req'd 94% 140% � AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 3/12/00 Placement: S.O.D. 2ND FLOOR 11 TO 12 AND B AND C. Strength (f'c): Required : 4000 psi @ 28 Days Mix ID: 6351 Supplier: STONEWAY Load #: Truck #: 415 Ticket S: 128909 Plant #: Batch Size: 10 YDS Water: - Admixture: Time Batch Time: 9 :46 Sample Time: 10:50 Finish Time: 11:30 Test Result Spec ID # ID 7423 A(FC) B C D E Reviewed By Date Rec'd 3/13/00 3/13/00 3/13/00 3/13/00 3/13/00 Date Age Tested (days) 3/16/00. 3 3/20/00 7 21 28 28 Nominal Specimen Size 6x12x0 6x12x0 Distribution Client: Yes File: Yes Producer: Yes Others: Contractor: Report Date: Project N: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #7, SET 2. Actual Area Compressive Strength (sq in) abs) (psi) 28.27 106690 3770 28.27 157940 5590 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Inspector: LISA ROSS At3RA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820-4669 Tp March 20, 2000ax (425) 821 -3914 0 -91 M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY D99 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A Actual Specs. Slump (inches) ASTM C -143: 5.75 6±1 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 80 50 -90 55 N/A Brk. Type/ % of Cure Req'd SH 94% CSH 140% n VF4 OpCOMMENTS . 0' ' C / 7& --- atf - o r OF 7 4q ' c 79:22 CCSICR.E7F 7r tc2'/ ': 79 CoAtrxec7Ck lirit4 Pe4- ,¢fPlie©x Igo �,e C Air-Aet -O 1 mY)( of `i XT'. w'eZ'L O7)? 7 ‘504/7 %/ 466 'O ` -fi 4 4¢7 i'e ' / //rc cveez Gv it T? . ' 7, , / eg,, /,-': -F/6 , e /A/T 4t/�f 5 41J Co /7 z 1 . ` I T ?rVS V b%cf d t C 1 WEATHER . ry �`i - 42. C. , C , reE7?w/u• C>-z 0 1- 77 /u RYf? '7") --.)...e. /v 2 Ccc ' 4,e5 O v 95e0A1 7W 7VP c, 7 - .C'r�L; 474 ciig-t 7? Ci # C •�i ,(4 40 . C vc".�T d J - 'c. 4 /0 C /c 'e;` .2, -tfF 4- /? to (m 7,7"/ 1'vy1/ r:)/ e- 72 'h/ID. 45 /// rz'ti' A2 S . C01/02E7 ct/eS Plit el l''efecc P //AM /k i ng/ -64.- Cio,"(sca.de ed . Ty�fOFjP1SPECTION EWINSPECTION � ❑ RE- INSPECTION SAMPLES OBTAINED NO./SIZE/TYPE T .' ') SUMMARY -- - To the best of our knowledge, all items inspected as noted above were ❑ Yis;&,69,WV ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No PROJECT NAME ^, 1 ' ? /� /3 3 .° EPORT /� Q 464e, 4- ADDRESS ` .0 &4 P MIT NO. DATE , , 7i ,... i Ls, CUENT // WEATHER PAGE PAGE (in / dudes TestRepoi1s ( --.)...e. OF STRUCTURAL GI EER AGRA PROJECT ANAAGE nEC EN? ARCHITECT AFIE LDREPRES�,[JT E /PACEF}NO. 7)i�{}� CONTRALTO R AP li �r .. •.. Ty�fOFjP1SPECTION EWINSPECTION � ❑ RE- INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPFJE6ENTATIVE &• REVIEWED BY DAILY FIELD REPORT THIS REPORT IS CONSIDERED1PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rov.659) FI ELD DATA . BATCH; DATA ti SUPPLIER 0 4 TYPE OF CEMENT CMU (TYPE ASTM C -140 DESIGN STRENGTH MIX NUMBER C 3c (" WEIGHTS PERYARD ACTUAL DESIGN TICKET NUMBER 4X? 9f CEMENT (LBS.) PROJECT NO. / /,' • la 1 H� • VS �- 33''i - 9/ /J TRUCK NUMBER 2 �' FLY ASH (LBS.) REPORT NO. # 4, f� ` BATCH SIZE, YD3 /O COARSE AGG. (LBS.) 3 (! f '7� TOTAL PLACED /C /0 OF/ YDS COARSE AGG. (LBS.) 3?fr /�y±r /Pet4{ /4 WATER ADDED, GALS. sg COARSE AGG. (LBS.) HIGH/LOW TEMPERATURES "^ ALLOWABLE WATER, GALS. FINE AGG. (LBS.) ezif DRUM REVOLUTIONS WATER (LBS.) BATCH TIME AIR ENTRAINMENT SAMPLE TIME 13 ADMIXTURE NO. 1 kA2A .17 FINISH TIME ADMIXTURE NO. 2,rei r 21 SAMPLE AND TEST DATA ;: SET NUMBER: • • SAMPLE LOCATION: /7r IL 7 G 614;4,1' IVjF' ' .r CMU (TYPE ASTM C -140 DESIGN STRENGTH /CPS' @J /DAYS 'TEST DATA ACTUAL SPECIFIED TEST AGE (DAYS) 7 W 9 , 7/ , SLUMP (ASTM C -143) 1 71„ PROJECT NO. / /,' • la 1 H� • VS �- 33''i - 9/ SPECIMEN (NO./SIZE/TYPE) 4k: 0, — /'2_ AIR CONT. (ASTM C -173/C -231) REPORT NO. # 4, DATE SAMPLED 01, AMBIENT TEMP. °F CLIENT DATE RECEIVED DATE(' ^ SAMPLE TEMP. (ASTM C -1064) CURING CONDITIONS /�y±r /Pet4{ /4 UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods II different from those Indicated 7ONCRETE ASTM C- GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ASTM C -140 %(-� vt t Eta - �ii� 11OTCRETE I ACI 506 R OTHER ASTM C -780 P AM (6f T/�/ �c..i I 1 // `"/ AC� 1 74-f % i PROJECT NO. / /,' • la 1 H� • VS �- 33''i - 9/ ADDRESS , / n _ //' `-' REPORT NO. # 4, PAGE linclude (includes nReport) / CLIENT DATE(' ^ AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"" Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821-3914 AGRA FIELDAitf'JESENTATIVE COMMENTS REC r ` O APR 27 2000 REVIEWED BY TEST REPORT THIS REPORT IS CONSIDENiED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. : -•-„.. .. , , • • • . ' . • ' ..s :::' - - ''''';•,'''...:,;'::..' COMMENTS. '..'.: ..,‘,:: :' ... ',.... .•-•- . e 1 e713 c, CA c r erc,15 4 P 44 Lira UR / Lae. hi c * . de Ase "I o .— c3 ,,„■ / re.• r0 0.77d, LA,. a .XeCS Of / '/,' .04.- evti 9 7 Z //A A ger five( .4?",..., 4 / LI i f,spic 4 i nee,. Zes.-..-,s. 4,,-// .,-5,..4.e.,, 1.0 f/r lo C k /.„frei— z (4 7 I \ - /.,,,..i .(;),..- 47,74_ 0.P or,...„ ki.4, ,........ 4. C3//0 lat,..7" ?5 ..)„ , -1— . . _ iJe- ■frve t." iv ' s .) < • I /ICA CG....i 4404 /.../r-f C'S le.i / ,..... EA. h,e,./../.c G. 4. d i ic e tiC: 11. CY r '''',7t. , e ( AY A " • --14elz./e..,.Q1 3 '' - 0.4_ r e, e:., 1. e - 1 .• 4/e /c4 4 4c I el-- /z, C.-D. z....,..e eZ,. C cee i( Z A "OrfroZ•re i .. J. . / /. IC "44 5 / .c S. d Is.. e c .- "17../,44.$• r,z9•_ 4,,,• AZ 6)...19, S •.• ‘ • 1 , (. .• 0 -.• e1ch4c_ c h. , 5. f e. ld 4-1 t ,. I. 4-- 9 2 - 0 9-w; Le c.d.?. eht../ c i' 1,.. _.-41 cy f • .:I ei,,,,.. - Z ,.., ... A...., ........ A.." t..., Re b i-J113.,.._ i ,,,, IL' e e ./. .# . /r...- l ..4-11/••■• 4•1' • ft, A , /7 j "7 r...pr i ibu- L. £.dcro f f.) X sin - 0:ic 2....04..) .4 0 11. I. SAMPLES OBTAINED (NO./SIZE(TYPE) WEATHER Rrik. PAGE (Incgides Test Reports) / OF / SUMMARY To the best of our knowledge, all items inspected as noted above were '.Yes 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected - Report No. PROJECT NAME 1 Z( 6 Ar tit; •••• /e, .., , ... wt. -t 4 ,. t .r 1 ...L ! / Pt A PROJECT NO. 4 - -73 -0 0 24: / 3V REPORT NO. ? ADDRESS '."."- 4. 140 A ......1 . . 7 ‘'/ eai4- PERMIT NO. PP -0 'e-i/ DATE 3/ 7/00 CLIENT S WEATHER Rrik. PAGE (Incgides Test Reports) / OF / R STRUCTURAL ENGI R ..1. Ro,..0,et4t $ AGRA PROJECT MANAGER/PHONE NO. A 4 9 s; 4 fiej .720-960 ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. 270 by .5. /, • e 1 4 yYr/ CONTRACTOR S P AM ■•••' TYPE OF INSPECTION NEW INSPECTION ale 44 1 i 0 RE•INSPECTION 0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Roy 6/99) f COMMENTS Cie - S te 2)51 ,✓/ A44: A .57,,e; «ZS-F .2o-W6 5 6m , — r,IVei -. C /r✓ R : N / 92S•74<11Sfr' .T — ea/c4 * Rex 4el. C ,0.44.4tem4 „dad Oh s, 'r terea et 16( Lies u. l ✓iks c /o,.. err 1E P jo.a Ts, o d 'O o6k.V9._ te•.tiace.ereid #4/ Cos, - irC is 44.•, �� c P�N:, ;h Lad 4 V i� A /s 'C T ,./..2-4 co me' of / 4es. Recswe. ∎4),ri ors f,o7 94)9,X 4 4.r, eot 4 yet p L✓t'S s Ski / o bsei✓C /b lee/ i:.. p /x - c T i ,4 ve. a./.5.7 y/fl/ i./4 s 9 - 46-) /0, i.., ' �1 c/e, —i '0`6 e4,41/4 40.... (2eV- .1 (G1'4r7c/Z ,.,,, / Zv'/Z " .6..e. , ev. -742 2r6 ea. I. h.., c. 9. / 4o, (.0.-/ A.4. L So; 7 wrS el- ;per 7e-s i L, .t oti w, W lei e.- ,p cOei%.v..- . 46144- r.. . d61 4 /0 o ds .e,v d 6.,e ../- A d "g r 74sse1 , ioftvus be. /e..see,- 4e S /0"/2 T?--D Pg.,- e i.e f «s).. 7d .uses s'.#e, le, Shei54 , ,t, J 4,11 601 S `4 J. A.de (te.0 4.0, TAr 3 4 " C /le, X2 a . 2 "Qc ��/ .ece, ti✓ ef! .7 , S' 1/4 we l`3 O /,4 i e . A . NI'S /iA,e 2 •iT • r7 Atisies j lQ 744 die. /C`' C c704a /t / I4,JD /./ -S'8, ,--f‘e- - // Ca..T +.+c 14 i TG‘-._ AIL- Gde /C7 CD 7 /ei7 t . GjA. /Gibs sit_ G4JAI? Ux' /44I .m. �J ,per ! / /1 0 /l6,e Tdcir ► ✓/r.0 s6/- 105-'v+[+dn+, 7 AX I PROJECT NAME / DEVE 1,,,}►-'(VI (iFiROJECT 2f 4-ro4s Z r•, /- I3, ..� �►,,o ..+�ewf A �.N - /3Y33 -b PAGE (indud.ST.at Repate) / OF / REPORT NO. /9 1) DATE 7 � / -/ / /'t;7a �/f' �/ L / � t� / 7G1 1,104 S 734.'1, fI A/A- • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AG19376 (Rev.6i99) AGRA FIELD REPRESENTATIVE RECEIVED APR 27 20U0 DAILY FIELD REPORT (cont.) VoAUPIITY VIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. *AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122 Way, Suite 100 Kirkland, Washington 98034 -6918 Tel (425) 8204869 Fax (425) 821 -3914 To: Sabey Construction 101 Elliott Avenue W., Suite 400 Seattle, WA 98119 -4220 Attn: Doug Gardner 14 2000 COMMUNITY DEVELOPMENT FIELD DOCUMENT TRANSMITTAL Date: April 10, 2000 Project No.: 0-91M-13433-0 Project Name: I.G.C.P Bldg. A, Exxodus Improvement Project Manager: Ken Sa Permit No.• Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above- referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Laboratory Report Document No. Set 1 Document Date 04/04/00 Transmittal Date 04/14/00 cc: City of Tukwila S:tWOROPROCIfleld Document Tranamittalsk13000s113433.0.wpd attn: Building Department attn: !� AGRA Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE Mix and Field Data Cast Date: 3/2/00 Time ENGINEERING GLOBAL SOLUTIONS Placement: S.O.D. 3RD FLOOR, BUILDING A, FROM A TO D AND 10 TO 12. Strength (f'c): Required : 4000 psi @ 28 Days Mix ID: 5558 Supplier: STONEWAY Load #: Truck #: 302 Ticket #: 126728 Plant #: Batch Size: 13 YDS Water: 10 GALS Admixture: - Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 7344 A(FC) B C D E 7:15 8:30 8:50 ASTM -C39 Date Age Date Rec'd Tested (days) 3/3/00 3/5/00 3 3/3/00 3/9/00 7 3/3/00 3/23/00 21 3/3/00 3/30/00 28 3/3/00 3/30/00 28 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Reviewed By Distribution File: Yes Producer: Yes Others: Contractor: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Inspector: LISA ROSS Actual Specs. Slump (inches) ASTM C -143: 5.25 6±1 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 64 50 -90 Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #5, SET 1. Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 6x12x0 28.27 89520 3170 28.27 143510 5080 28.27 175750 6220 28.27 182630 6460 28.27 187000 6610 Actual Area Compressive Strength (sq In) (lbs) (psi) Shear, (Sh) Shear, (Co) Columnar April 4, 2000 0 -91 M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY D99 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A 48 AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -6918 Tel (425) 820 -4669 Fax (425) 821 -3914 N/A Brk. Type/ % of Cure Req'd 79% CSH 127% SH 155% SH 162% SH 165% . ° ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"' Way, Suite 100 Kirkland, Washington 98034 -8918 Tel (425) 820 -4889 Fax (425) 821 -3914 To: Sabey Construction 101 Elliott Avenue W., Stlixe t EIVED Seattle, WA 98119 -4220 Project Name: I.G. APR 0 5 2000 Attn: Doug Gardner cc: City of Tukwila S:IWORDPROC1Field Document Trensmiltals113000s113433.0.wpd FIELD DOCUMENT TRANSMITTAL Date: April 4, 2000 Project No.: 0 -91 M- 13433 -0 C.P Bldg. A, Exxodus Improvement Project Manager: Permit N .: D99 -0441 attn: Building Department attn: COMMUNITY DEVELOPMENT Enclosed for your review and records are our most recent Daily Field Reports and associated fi 5dV' correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Laboratory Report Document No Set 1 Document Date 03/23/00 Transmittal . Date 04/07/00 SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Laboratory Report Set 4 RECEIVED APR 0 5 2a COMMUNIl DEVELOPMENT 03/27/00 10 `( 04/07/00 ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122` Way, Suite 100 Kirkland, Washington 98034.6918 Tel (425) 820.4889 Fax (425) 8214914 To: M.A. Mortensen 280 N. 8 Street, Suite 138 Boise, ID 83702 cc: City of Tukwila S:tWORDPROC\Field Document Transmittals\13000s\13445 -0.wpd FIELD DOCUMENT TRANSMITTAL Date: April 4, 2000 Project No.: 0-91M-13445-0 Project Name: Intergate East Tenant Improvements Bldg. 2 Project Manager: Ke Permit No.: attn: Building Department Attn: Chuch Rauch Enclosed for your review and records are our most recent Daily Field Reports and associated fiel correspondence pertaining to the above - referenced project. AGRA ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: M.A. MORTENSON 280 N. 8TH ST., SUITE 138 BOISE, ID 83702 Attn: CHUCK RAUCH Specimen. Type: CONCRETE Mix and Field Data Cast Date: 3/13/00 Placement: MIDDLE OF GENERATOR PAD. Strength (?c): Required : 4000 psi (fp 28 Days Mix ID: 4853 Supplier: STONEWAY Load #: Truck #: 422 Ticket 0: 128999 Plant #: Batch Size: 10 YDS Water: 25 GALS Admixture: - Time Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID 7420 A B C D Reviewed By Distribution •. 1:48 2:50 3:30 Date Date Rec'd Tested 3/14/00 3/20/00 3/14/00 3/14/00 3/14/00 t: Yes File: es REVD APR 0 5 2000 COMMUNITY DEVELOPMENT ASTM -C39 Age Nominal (days) Specimen Size 7 6x12x0 28 28 Producer: Yes Others: Contractor: Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Actual Area (sq in) 28.27 Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Inspector: PHIL FRYBERGER Compressive (Ibs) 61100 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar AGRA Earth i Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820 -4889 March 27, 200Eax (425) 821 -3914 0-91M- 13445 -0 INTERGATE EAST 311 S. 120TH PLACE D99 -0421 KEN SAHI GBA GEORGE BUTLER ASSOCIATES N/A Ac ual 4.5 63 Soecs• 5±1 N/A N/A 50 -90 Ambient Temp. ( °F): 40 N/A Weather: N/A Remarks: LOW BREAK OBSERVED AT 7 DAYS. REFERENCE REPORT #10, SET 4. Strength (Psi) 2160 Brk. Type/ % of Cure Req'd SH 54% HOLD � AGRA Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE Mix and Field Data Cast Date: 3/2/00 Placement: S.O.D. Strength (Pc): Required : 4000 Time Test Result Reviewed By Distribution C = nt: Yes FIIe: "Yes ENGINEERING GLOBAL SOLUTIONS Mix ID: 5558 Supplier: STONEWAY Load #: Truck #: 302 Ticket #: 126728 Plant #: Batch Size: 13 YDS Water: 10 GALS Admixture: - Batch Time: Sample Time: Finish Time: Spec ID # ID 7344 A(FC) B C D E 7:15 8:30 8:50 Date Age Date Rec'd Tested (days) 3/3/00 3/5/00 3 3/3/00 3/9/00 7 3/3/00 3/23/00 21 3/3/00 28 3/3/00 28 ASTM - C39 psi © 28 Days Report Date: Project #: Project Name: APR 0 5 2000 Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: RECEIVED COMMUNITY DEVELOPMENT Nominal Specimen Size 6x12x0 6x12x0 6x12x0 Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Producer: Yes Others: Contractor: Inspector: LISA ROSS Slump (inches) ASTM C - 143: Air Content (%) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #5, SET 1. AGRA Earth I Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.6918 Tel (425) 820 -4689 T March 23, 2000ax (425) 821 -3914 0-91 M- 13433 -0 I.G:C.P. EXODUS BLDG. A PACIFIC HIGHWAY 099 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A A ctua l 5.25 64 Actual Area Compressive Strength (sq in) (Ibs) (psi) 28.27 89520 3170 28.27 143510 5080 28.27 175750 6220 Soecs. 6±1 N/A N/A 50 -90 48 N/A Brk. Type/ % of Cure Req'd CSH SH 79% 127% 155% 6 eriticeTeuomkkt;;: •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"d Way, Suite 100 Kirkland, Washington 980348918 Tel (425) 820-4889 Fax (425) 8214914 CC: City of Tukwila To: Sabey Construction • 101 Elliott Avenue W., Suite 400 Seattle, WA 98119-4220 Attn: Doug Gardner FIELD DOCUMENT TRANSMITTAL Date: April 18, 2000 Project No.: 0-91M-13433-0 Project Name: I.G.C.P Bldg. A, Exxodus Improvement Project Manager: Ken Sahi Permit N 99-0441 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above-referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Laboratory Report Document No. Set 2 • RECEWED • APR 2 4 2000 • COMMUNITY • DEVELOPMENT Document Date 04/11/00 Transmittal Date 04/21/00 SAWORDPROCTIeld Document Transmiltals‘13000M13433-0.wpd attn: Building Department attn: AGRA Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 3/12/00 Placement: S.O.D. 2ND FLOOR 11 TO 12 AND B AND C. Strength (f c): Required : 4000 psi @ 28 Days Mix ID: 6351 Supplier: STONEWAY Load #: Truck #: 415 Ticket #: 128909 Plant #: Batch Size: 10 YDS Water: Admixture: Time Batch Time: 9:46 Sample Time: 10:50 Finish Time: 11:30 Test Result Break Types -- (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Reviewed By ENGINEERING GLOBAL SOLUTIONS Spec Date Age ID # ID Date Rec'd Tested (days) 7423 A(FC) 3/13/00 3/16/00 3 B 3/13/00 3/20/00 7 C 3/13/00 4/3/00 21 D 3/13/00 4/10/00 28 E 3/13/00 4/10/00 28 Distribution Client: Yes File: Yes Nominal Specimen Size 6x12x0 6x12x0 6x12x0 6x12x0 6x12x0 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Inspector: LISA ROSS Remarks: REFERENCE REPORT #7, SET 2. Actual Area Compressive Strength (sq in) abs) (psi) 28.27 106690 3770 28.27 157940 5590 28.30 185260 6550 28.29 198390 7010 28.29 200150 7070 AGRA Earth • EnvIronmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034.8918 Tel (425) 820 -4689 April 11, 2000 (425) 821 -3914 0-91M-13433-0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY D99 -0441 KEN SARI N/A NELSON - BOURDAGES N/A Actual Specs. Slump (inches) ASTM C -143: 5.75 6t1 Air Content ( %) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 80 50 -90 Ambient Temp. ( °F): 55 N/A Weather: N/A Brk. Type/ % of Cure Req'd SH 94% CSH 140% CSP 164% CSP 175% SH 177% YiINIK.6u. , ...:t:JlritlYY:_Yn0t.V+tYYt°M)v AGRA Test Result ENGINEERING GLOBAL SOLUTIONS Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE ASTM -C39 Mix and Field Data Cast Date: 3/12/00 Placement: S.O.D. 2ND FLOOR 11 TO 12 AND B AND C. Strength (f'c): Required : 4000 psi @ 28 Days Mix ID: 6351 Supplier: STONEWAY Load #: - Truck #: 415 Ticket #: 128909 Plant #: - Batch Size: 10 YDS Water: - Admixture: - Time Batch Time: 9:46 Sample Time: 10:50 Finish Time: 11:30 Spec ID # ID 7423 A(FC) B C D E Date Rec'd 3/13/00 3/13/00 3/13/00 3/13/00 3/13/00 Date Age Tested (days) 3/16/00 3 7 21 28 28 Reviewed By Distribution Clien : es Fil : Yes Nominal Specimen Size 6x12x0 Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Slump (inches) ASTM C -143: Air Content ( %) ASTM C -231: Unit Weight (pcf) ASTM C -138: Concrete Temp. ( °F): Ambient Temp. ( °F): Weather: N/A Remarks: REFERENCE REPORT #7, SET 2. Actual Area (sq in) 28.27 Compressive (Ms) 106690 Break Types — (Cn) Cone, (CSp) Cone .Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Inspector: LISA ROSS • AGRA Earth II EnvIronmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 98034 -8918 Tel (425) 820 -4869 March 16, 2000 (425) 821 -3914 0-91M-13433-0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY 099 -0441 KEN SAHI N/A NELSON - BOURDAGES N/A Actual ' 5.75 80 cs. 6t1 N/A N/A 50 -90 55 N/A Strength Brk. Type/ % of (psi) Cure Req'd 3770 SH 94% AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122n Way, Suite 100 Kirkland, Washington 98034.8918 Tel (425) 820 -4889 Fax (425) 821 -3914 To: Sabey Construction 101 Elliott Avenue W., Suite 400 Seattle, WA 98119 -4220 Attn: Doug Gardner RECEIVED MAR 21 2000 oMMUNiJ ' FIEL UM Project Name: ENT TRANSMITTAL Date: March 16, 2000 Project No.: 0 I.G.C.P Bldg. A, Exxodus Improvement Project Manager: Ke s ahi Permit No.: Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Inspection Report Document No. 5 Document Date 03 /02/00 Transmittal Date 03/17/00 cc: City of Tukwila S:\WORDPROC\FIeld Document Transmillals1130008113433.0.wpd attn: Building Department attn: .. . . + .? .. .,... } :a' . ... .. -. _, '44COMMENTS., . , rs 1 "(._`. ' .. .. ..7 .. , /6e/ cs/.r S' 9 ((9L eS!.d 4.) Per f• z.J ".s tic' ! 1.-"c 7/ c•. 7 Ala/All.- :s /ors c A.... s s re r.re 1. 7 it_ (G /IL✓.. / 4 _ S we re i..ret c. le i o.., at C4 , C ■ GO kj E/ — / A.. .94... err 9 " g /o - /z A -D_ AGi44 /e s . (tee /, • c' 4^ /l wC /1'i7 co .+' 7hh S+..G h. 6CG.■ 7.+.r/(h C 4 ` , ... 74 s` MP . I. 1 L � 1 / /As `/�� / 325` />� S T �J C9�•..� lO....a.c.7•Ah� 9...0 / t.fJ��.� /.C.. P� /r3 9�� v C✓,' 1rfC ` ,,,/ifa/ X , rob. C ('t_1 / vct...a.c7- l r '` V e.' aG ea4.1.T 74 A. Xty , �%;C /''t�f t.'e ,/(/O 71,..r 5-.✓c, �'s i1d cal co "-pit e . �- !/ / CLIENT fl /- " Fn, / i :o a.-. O 4,e./4 Ca / le ( /) p ( 9 ✓C Z._ /O - /2, 4 - j- A�ie, 4d l..e..-, ' (1E c l/ ec.e / ea 4�t .....4 /rs D/ 'AR 5:3...5 w� // 7 0 cS _172s c .- X./)s psi. 'a- 1..) //S r; X IPC G /. a/ I C a'.c" C s....4, le t o �G L'e�,'a ,, G,l,,.../ ,,c_ c6c /oir)J r,°-S ! 2 C .re p (H,_ e / ../.-1.c. G.... CO .7 . . F:5 2 SAMPLES OBTAINED (NOJSIZE/TYPE) AGRA PROJECT MANAGERlPHONE NO. 44 .....s; C ARCHITECT SUMMARY To the best of our knowledge, all items inspected as noted above were es ❑ Preliminary Observations in general conformance with the approved plans and specifications. 0 No ❑ Deficiency Corrected - Report No. PROJECT NAME Gc. P OdJ r 4 U I PROJECT NO. IOW - - REPORT NO. e ADDRESS --tCSG P /3'� A- / g.. /� PERMIT NO. p9 ow/ - o� DATE 3X516 0 CLIENT , f�i WEATHER .4./. PAGE (includes Test Reports) / OF STRUCTURAL ENGINEER ,..4.414.k. 2:R.,..44.$ AGRA PROJECT MANAGERlPHONE NO. 44 .....s; C ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. ..7 I t ,. V.5ti•.4v ra : 7Y! 9 3 s CONTRACTOR TYPE OF INSPEC / }�' L �EW INSPECTION �G /NV / Lw /r ! ❑ RE-INSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122^d Way, Suite 100 Tel (425) 820 -4669 Kirklarid, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT AGRA FIELD REPRESENTATIVE REVIEWED BY • THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE- PeNDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any moans, except in full, without written permission of AGRA Earth and Environmental, Inc. PROJECT NAME •-■r6. C. P Eiot04! 7;:,a., / .2 -t• I PROJECT NO. OW44 /3933 -O REPORT NO. .�/ 1 e ;A' „f-�si G P B/C�f, I�� 1 • G �4�1'�/ PAGE (IndudMTNi Rpat.) a OF 40 2 DATE VskD v COMMENTS . . • __, r‘ de .,- /je.,. I un /c4i c�,d /o // a( se /ac„, Ct Or %A..' 4 . e.,...-5-//, 4Hd GOa. I.S ■ �iP. ' /ice ?�1 Go / hJ scre.a•.. tr�9 // s /•, /...es E - 6/c o.,d A f , s 3 — .4 , 0 .e l k . / o g „_ , /,. �/� lJ C .. »1 l 1 � «� I I ./ D// g` r ipte e4..r' 07 Z,/s3,, 13, 6 4 , „ Serv /rfll/ / 1 � pre-- G� bs cc 1,or..s en v... Lief .. ,, e i S 6 de ref le. /i- fr. P C o „ h.so Y')r -cs v /. , - c..trs 9 l R3- r3/o, F.7- if/C. ,46 ,-„,., hi The (14--h .7s is A3o7 % prf L /As 9 7 9// 1&..; 11 ter rc P it' rs.' / 3/5 4/53_ L✓wL i sespe.c t to t.4 sMJ 9CC'e 1 rr 1 eet c/�,D,13tJe. , i 1 6 e 4 " , - , . . . , 4 / X, /4 4,.. ,.tc lo b s r'1 of t f.4/ iiI/Ac. e ) 1^ ,' T S S Lif p 4r. E c - L...c.5 .1e1e / /4 ;$riac _%6 4' L„ / /,,,c/ ,.,. �o At /Ch"... GAG/.4, f L�Kv/ 1i�fi0e-c4 7.- / Ws 9,e4.. 1 1 , 40/4 / .7..f 4 �'�.0 . w /h e , ! �C / 1.1.1P1 ;kg C.0 •'rt/t 4-. 44/!' % H -04615 04 i 4'.sc, ,.. .1 r../ sync. l 4 . — 5,,o,ex;.�t / ° lN , p G C V/ -r4 /1) 4 SAC .."!-% es J... ., L c4 A , '114' A1/4.c I t� AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122"d Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821.3914 GRA FIELD REPRESENTATIVE DAILY FIELD REPORT (cont.) if' REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PEND G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. • AGRA Report of Compression Test Results Client: SABEY CONSTRUCTION, INC. 101- ELLIOT AVENUE WEST SUITE 400 SEATTLE, WA 98119 Attn: DOUG GARDNER Specimen Type: CONCRETE Mix and Field Data Cast Date: 3 /2/00 Placement: S.O.D. Strength (fc): Required : 4000 psi @ 28 Days Time Mix ID: Supplier: Load #: Truck #: Ticket #: Plant #: Batch Size: Water: Admixture: Batch Time: Sample Time: Finish Time: Test Result Spec ID # ID Date Rec'd 7344 A(FC) B C D E Reviewed By Distribution .s. ENGINEERING GLOBAL SOLUTIONS 5558 STONEWAY 302 126728 13 YDS 10 GALS 7:15 8:30 8:50 3/3/00 3/3/00 3/3/00 3/3/00 3/3/00 Date Age Tested (days) 3/5/00 3 3/9/00 7 21 28 28 Client: Yes File: Yes ASTM - C39 Remarks: REFERENCE REPORT #5, SET 1. Nominal Specimen Size 6x12x0 6x12x0 Break Types — (Cn) Cone, (CSp) Cone _Split, (CSh) Cone Shear, (Sh) Shear, (Co) Columnar Producer: Yes Others: Report Date: Project #: Project Name: Project Address: Building Permit: Project Mgr: Architect: Engineer: PO Number: Contractor: Actual Area Compressive Strength (sq in) (ibs) (psi) 28.27 89520 3170 28.27 143510 5080 Inspector: LISA ROSS AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington USA 980344918 Tel (425) 820.4889 TE March 14, 2000ax (425) 821 -3914 0 -91M- 13433 -0 I.G.C.P. EXODUS BLDG. A PACIFIC HIGHWAY D99 -0441 KEN SARI N/A NELSON - BOURDAGES N/A Actual Specs. Slump (Inches) ASTM C -143: 5.25 6t1 Air Content (%) ASTM C -231: N/A Unit Weight (pcf) ASTM C -138: N/A Concrete Temp. ( °F): 64 50 -90 Ambient Temp. ( °F): 48 Weather: N/A N/A Brk. Type/ % of Cure Req'd 79% CSH 127% .r.,,;.:17.:„ a, - ...-- • - • us - • N■Ilr # g _. - ■ ' It -...... AI . ' ... • ..- ■ ..... , ., . ... • gf — 4 -Aft „, .....i.ir_ •1...- - .1 .... O. 116 - 41, -4,4.. .........„„... .... . ..: .... -. Am N. ■ ... .... . e.. , ..,. — y _ s/ /(... 0 ek...,..1 S7 . CotseNC-vzdki- 4L-S Cv\ \C1/1 e ttr....L.. . al_ 1.....,.. _.‘_......., ._ A __ 7 '"7._ 1 AGRA FIELD REPRESENTATIVE/PA . Lte-..-._ L.. -5 s;.. 1Y PE OF INSPECTIONel C.....• 10146#1-NSPECTION 0 RE.INSPECTION SAMPLES OBTAINED (NOJSIZEJTYPE) N L SUMMARY To the best of our knowledge, all items inspected as noted above were Igt‹ 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected - Report No. -........ PROJECT NAME 1 III ill■ ... a- — - ..... - ■■41 . . 49 ADORE 11 of Sa PROJECT NO. . ... i4 L. REPORT NO. PERMIT NO. Pci'cl - es 44c1 WEATHER DATE 3 13 - c■oz) PAGE (Includes Test Reports) OF CU SKTUTL ENGINEE L AG PROJECT MANAGER/P E NO. ARCHITECT i AGRA FIELD REPRESENTATIVE/PA . Lte-..-._ L.. -5 s;.. 1Y PE OF INSPECTIONel C.....• 10146#1-NSPECTION 0 RE.INSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122^d Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821-3914 AGRA FIELD R RESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAFfGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except In full, without written permission of AGRA Earth and Environmental, Inc. ONCRETE ASTM C -39 GROUT TM C -1019 MORTAR (TYPE ) CMU (TYPE ) ASTM C -140 PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 PROJECT NAME 7 c c...9 © - 1 - Z.....a►v .ec- . PROJECT NO. REPORT NO. r'c14Y1 -13432T) 7 PAGE (Includes Test Reports) DATE OF ` S 1 g UlsA 1°\ FIELD DATA BATCH DATA SUPPLIER S TYPE OF CEMENT MIX NUMBER GS �^ I WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER l 7.664101 CEMENT (LBS.) l . 3e 5 TRUCK NUMBER L! IC FLY ASH (LBS.) BATCH SIZE, YD' JO 1 COARSE AGG. (LBS.) 7 TOTAL PLACED f b OF ZD YDS' COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. ---- -+ FINE AGG. (LBS.) -- DRUM REVOLUTIONS WATER (LBS.) 'TD,- BATCH TIME Q ; q4 AIR ENTRAINMENT SAMPLE TIME /a ; Si) ADMIXTURE NO. Ikt p FINISH TIME /, 1 3c) ADMIXTURE NO. fi\ _ react SAMPLE AND TEST DATA SAMPLE SET I OF I LABORATORY SET # C, I. # 7 q2 t. SAMPLE LOCATION: S X ) , - - 22^4A Q - l 1- ` 2 ,r% -tv:::. DESIGN STRENGTH !_ PSI ®2% DAYS `TEST DATA SPECIFIED ACTUAL ;TEST AGE (DAYS) +3 I "7 1 2_1 , ��''- SLUMP (ASTM C -143) C 5 3 41 SPECIMEN (NOJSIZE/TYPE) CS) L ' 2 s � ` ? 2 . / - AIR CONT. (ASTM C -1731C -231) �-- DATE SAMPLED [ 3 _Itsp AMBIENT TEMP °F S'S-87' DATE RECEIVED SAMPLE TEMP. (ASTM C -1064) qICY4 CURING CONDITIONS UNIT WEIGHT (ASTM C -138) -+ .�-- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) --- -- 'Note appropriate test methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT SAMPLE STORAGE LOCATION AND COMMENTS ELI REPRES TATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. PROJECT NAME .z c. P .4 1 L/S'i 1►,QQ�Md O K. /� a s ,1 6 j /us c ;�e � ii t , '�//iwi 6 , ,4ai.s • oar -- ...46- inJ,:kLid to Q4.4.,. 4.IC.m. 4 T bxA4.. 9 coLi..4+"._ PROJECT NO. oQI,N / 3 Y33 -o REPORT NO. ADDRESS 73 d t'�4••F'.... ipE,•• r S (i. o f L✓ l. 11 j • 1 3 %e ed'Sp.Ji..` ‘/1 i n Jul //'C i c T 7 x.•1 74.4 1-.4i. n ZItvo cIJi 1 •►S' .t c / 7 $ ✓ ■ ".. . . 1 6 ... u t e . 1 . - l i :kJ A / , : i . . . . el L ' K s " Gi/ r 3 S — f 4 PERMIT NO. 2.4"-ow WEATHER 4%Z..4.14" DATE 3 /p1 PAGE (Indudes Test R.ports) / OF a CLIENT ,,,9.1 y SAMPLES OBTAINED (NOJSIZE/TYPE) ./1 SUMMARY STRUCTURAL ENGINEER AGRA PROJECT MANAGER/PHONE NO. 4 S 4' ARCHITECT AGRA FIELD REPRESENTATI RNO. 7 AF ,W . I �^ CONTRACTOR ..5.94 TYPE OF INSPECTION ONEW INSPECTION /€,t,4, / D� /7j /t ❑ RE•INSPECTION :..' S _COMMENT A 6V grieve, /00, s.. 7 'Pi / +e.1 T• De," i.K •, SLAV/ trier // 14 44/7 ".•4.s /.1s,D.SG7 •••+ 9 S ref 4.A' /L_ L/S'i 1►,QQ�Md O K. /� a s ,1 6 j /us c ;�e � ii t , '�//iwi 6 , ,4ai.s • oar -- ...46- inJ,:kLid to Q4.4.,. 4.IC.m. 4 T bxA4.. 9 coLi..4+"._ 47 /'.".1. s, Lida, o" 1 h g fa s- 61!VXSS(3) 40e.1/ SET l' 7156, .S/Se. L .4 -eil' 1Z.. / cece ,Of `iii A ...Aiwa' ,�?� / f'E / / �r � � / 1 / es. 0 �i (!!4/. /�i 1 r d. !/6.%- `�o�l� -,43z 3 4 i/ ; n it ` .w/ ipE,•• r S (i. o f L✓ l. 11 j • 1 3 %e ed'Sp.Ji..` ‘/1 i n Jul //'C i c T 7 x.•1 74.4 1-.4i. n ZItvo cIJi 1 •►S' .t c / 7 9 " 'G' il�e r /9 /. 1 .. -c. COnY/i c. /0/ Idly 04CA r Olt.?_ ✓ ■ ".. . . 1 6 ... u t e . 1 . - l i :kJ A / , : i . . . . el L ' K s " Gi/ r 3 S — f 4 . / d. " . /J Y .S" ,(, /e v. � -3 4' 1 •e .trr�...1.a.. L�i6�1 � /�' o, c, u.. �� - r 4 / /z" o. c 4 4 L tee �Itr �w.•% -* ~3 c of' 4./ k x3r: 4.65f ue'. 'rt 1 SAMPLES OBTAINED (NOJSIZE/TYPE) ./1 SUMMARY To the best of our knowledge, all items inspected as noted above were ' 4es ❑ Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected - Report No. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PE 3 G REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AR PROJECT NAME / .176. ‹.... E riot �t PROJECT NO. Op /If- / :v3 REPORT NO. / b R A ffil .` h r PAG o DATE 3 /PAff • AGRA •n.n,tn 1111.2.1 12)0101 :M�M.,\4'•,vY • a:;�+ex l:'A1y Xcw:,••. r al �%: Y.; S'.':^.. a. a�CV„ a ..rlrnn,a;r..n.ha•mwMi....m�.: ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT (cont.) COMMENTS �✓e/� t 4‘. / toe■ X 1 /1' AA" 7/37 rev." 4 / L z .. ....r . i i4• __ 1!- � i�I\. GIr+kll.l -htil •.,..0 %.,04 9 (.:c,O 1 4.4. 1f „qt., b//.? REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. ()AGRA ENGINEERING MORAL SOLUTIONS 11335 N.E. 122' Way, Suite 100 Kirtland, Washington 980344918 Tel (425) 820-4889 Fax (425) 821 -3914 To: , Sabey Construction 101 Elliott Avenue W., Suite 400 Seattle, WA 98119 -4220 Doug Gardner cc: City of Tukwila S:IWORDPROC1FIeId Document Trensmlttels113000s113433-0.wpd RECEIVE FitithiikUMENT TRANSMITTAL COMMUNITY DEVELOPMENT attn: Building Department attn: Date: March 8, 2000 roject No.: 0 -91 M- 13433 -0 Project Name: I.G.C.P Bldg. A, Exxodus Improvement Project Manager: Ke Permit No SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Inspection_ Reports Document No. Fab1 -2, 1-4 Document Date 02/15-03/01/00 Transmittal Date 03/10/00 Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. PROJECT NAME (�-'/� E G. AA.) PROJECT NO. /i 34-3 s —c ) REPORT NO. (! - /NVh• �/v , T c ` (� S I (�.11nC1 A� ADDRESS A , I, •. t� _ r , 'S, _ • ` liki DATE 2— ` r CU WEATJIER c.....L.N.7 Y Q PAGE (Includes Test Reports) OF STRU TUR LENGINEER I/ A .4ak .. A Of Jr. 1 rr AG PROJECTMANA R/P NE O. ... . ARCHITECT GRA FIELD REPRESENTATIV NO. l./I Sisk `S C AACT R TYPE OFINSPE ° INSPECTION • C , ❑ RE- INSPECTION COMMENTS A l v-AN., ov, _ 7-.,(.. C Ni& ''''''S CITE L tr,n" -el. ( cs,„. - N 1.. Unu C7c i ". -1/4' -- .C) Aill , Ul ,P .S • r-; ti►.-- lb • CZ- O s m--4-- EAc\o, A Cvt, int- AN, ot..-ii S a5 ii- - 7 -? /S°7 (v •1 - 1/4\e\-i--- \ lAt Q .'. tt 6\f`eL-k `:� , _�y,. . U S `CU 1 I ►v`.k- U . KC- --1 3 • 7.1 1 - z - z� A . , ) d SAMPLES OBTAINED (NO./SIZE/TYPE) (s) 1 SUMMARY ' To the best of our knowledge, all items inspected as noted above were . S 0 Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. *AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 LD ' EPRESE ATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any moans, except in full, without written permission of AGRA Earth and Environmental, Inc. 'bNCRETE ASTM C -39 ih GROUT STM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -140 ASTM C -780 PROJECT NAME ' - • • • ♦ .a. . •f, V • PROJECT NO. - • a. 4.4 r • REPORT NO. . � 1� k� {�C , �.` e ■ PAGE (includesTest Reports) Z OF Z DATE - Z- pc. FIELD DATA 1 BATCH DATA SUPPLIER c TYPE OF CEMENT -� , MIX NUMBER 6-Jr� WEIGHTS PER YARD DESIGN ACTUAL TICKET NUMBER 1 Lay -7 2- CEMENT (LBS.) S I "7 ' / 8 TRUCK NUMBER 3b2 FLY ASH (LBS.) 7'S '- 3 BATCH SIZE, YD' 13 Cl COARSE AGG. (LBS.) 7 4, n_/-75 4498 TOTAL PLACED 17,21 OF 33YDS' COARSE AGG. (LBS.) ,?6 II[1g I _1 i 4 45 WATER ADDED, GALS. IC) aa.) • COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. 4/S . FINE AGG. (LBS.) 5 P'Tq L /5_-: 1 DRUM REVOLUTIONS �� Si WATER (LBS.) BATCH TIME `2 : I ' AIR ENTRAINMENT SAMPLE TIME e . .30 ADMIXTURE NO. t!`' _ .2:3 '-7 - 3 . FINISH TIME 48 '- St) ADMIXTURE NO. v p j ', l E .4 SAMPLE AND TEST DATA SAMPLE SET 1 OF I LABORATORY SET # \ I.D.# 7 >/1 SAMPLE LOCATION: " .0 .� DESIGN STRENGT CIO PSI ©'ZCDAYS 'TEST DATA : SPECIFIED ACTUAL u o TEST AGE (D 3 ---7 ' _t •Z SLUMP (ASTM C -143) l a `j g rr SPECIMEN (NO./SIZE/TYPE) / I l• ) L �IZ:S AIR CONT. (ASTM C -173/C -231) • — DATE SAMPLED AMBIENT TEMP. °F . 'v. c> DATE RECEIVED SAMPLE TEMP (ASTM C -1064) L. Gf 0 CURING CONDITIONS UNIT WEIGHT (ASTM C -138) ---- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note eppropriste test methods If different from those Indicated '0 AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 TEST REPORT SAMPLE STORAGE LOCATION AND COMMENTS RA FIELD REP - SENTATIVE ✓ REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. PROJECT NAME P PROJECT NO. R REPORT NO. ADDRESS P ,414, ST D PERMIT NO. D DATE TI/ ' _ A— G G, - ., , CLIENT W WEATHER P PAGE QnckfdseT•st Reports) STRUCTURAL ENGINES A is A AGRA PROJECT MANAGERIPHONE NO. ARCHITECT A AGRA FIELD REPRESENTATIVE/PAGER NO. rC(S 4 .$ i *zS =76,r S.2SY CONTRACTOR T TYPE OF INSPECTION le'NEW INSPECTION 4 X;:''y.. :An. raa 0 » ,ri+I .*. :+7n 4, t} r ✓ ; ;.:: L.. .Y:.. .. - ,�' :. ..16i s/v 2Jee o.., S.1 t. 95 rtydel1J 7 pe,, ?a. V" L•r -rafe /G✓G lc �As�c c•-� cU f / /e /d e t4 dIcc ..rl�s � �. I J S h'c Q� s �� c A y . 77e- iellx .;.� / s :.,jyt. 4. /: . (3 ,/ - ri -,A cl hepueI e..4.e.,- 4 :•t ,o) S 6 • / 6,..e s l0 -/2 A-c 9 / 7N."s / /:sre,, Ccarcc fiJ ZS < ltaei 46 x20 S• Ac p,r 3 P.Z 4/ /k •t 3t•' ZetA- s L ✓J - 7 1 7 744-- 02 4/ Ss ./ 4,e (is 9 7 ?LDti !P Co 4.4 ti. C•QM. -4.c_ .1 ' ✓'e, ccc -c 'C pA.._ , .47's AD/ / .'O• Z37/6 4,e... h.., /.JX c - /ptl io/N; St? ,-. "4 C,„ //�c,�4�• -- 4" 4, / , "s edL w 4„... ,,,e4.1../: J """r a, �f6/C/)' pC/ a.,.... e- 1 jr.f/yt c.l,Jrt_ p e cif. Ain �za. f✓e.f6 qr../ S‘s■- S ' i , d i s ei C e r • Z G . . s / 0 - 1 2 / A - Z , * i 1 Lie"'i'ti *1 4 " d e ,1 4 weiiS "...1. J C. .T A// o.G� Sid A de_c 7 Sher - Szh. 44,-4 lad., Du.. G c.c.,,,,4,4 o f,- AG/S Z7/.3 -9 -, .A4 /l iD/- /-SS-; Q..t . / ,rvucc' / °.4... / z-, ,,e_y is ✓es ..,<,■ .l c < / c. to v /Gbawr�a- / . AA,, SAMPLES OBTAINED (NO./SIZE/TYPE) fv/ ,,II i ., 'll-tli'' SUMMARY .- f_1PV{tvi To the best of our knowledge, all items inspected as noted above were %Yes ❑ Prelimirlary ' in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. AGRA FIELD REPRESENTATIVE REVIEWED BY •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/99) •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 DAILY FIELD REPORT THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report Is provided solely for the information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/99) PROJECT NAME ,EGG. P ,�xo�s BI4. A- PROJECT NO. Q9 /,N— /3y33 -C, REPORT NO. 3 9c, .472. S - A w. . 72:14.• A. PAGE (IndudMTistRport.) c2 OF r.. DATE S 45/00 . COMMENTS. <... • // as /,s ,T 6e . toa.....c../..,. BeM 9...», oUTJ,c. 6( 7 ,,..4e. c..Rs, ,A3zS - 74..5.1,... ceJto/s 4 if S ... o.. I. w e -(' "Ad uel I d -.4GtP. Zdst.-k t'., 744 riw wrs oas 64_ ,A✓s 27/ AY, �H c (p— ,42/01/ZOLx./ c640 m 5- . (;••7',rG70 .....t iv for S,'J/ .l4e /,/ 2)CGIC 9 .l Xort. 3.) A__•e./ — AG.Q o Zieet.reJ 4.r,.X. e / °J ft-sr .1 fay 4' /,te. /. �Cc�S 9/t Gc, /r..t+�/� !.�/o/ IC.'r. o. •. �/.• A r/R �.r 1�/" # (/r..' / � ✓! pittr AA / /// ! ' ys O L e ,- C !w/r¢/3Q L✓,eih J e"..s., -. /'e -oi+S /4l4. 4 r r G 1 Co //t G T _._44.e4 - e. S . ...4 - 1e / Li %l/ re,.1 Jt , ii..rpti. Ks.— Q S /4 it b / p /OCR.dGt r .,....44, L -./C•, L o v se eV d / i ii... mt,. 2." sas 9., get—. ew, •7 v /4 - a Co c r../ 7r,✓n✓e..t C'S'c... #- 1 cr. c Spec. • ?:G4•7 - / l 6 tJ h I ..uo ' % );is /Irr... -e S el A. i 6 r c t< . t�rr p I F-I ETC �E1 \7 7.•„ MAR 1.3 amp j...- , 1411...I'n ._ _. ....'. L • AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122"d Way, Suite 100 Tel (425) 820.4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AG19376 (Rev.&99) AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT (cont.) LBY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. , , : , -:..'� : : 'Ai - .. . ' : COMMENTS ; .,. ' ,,z ; ..:; ./4 e 1 c..w..• ", pa . ..1../t- 9s etc, /e474 co., T •H de. Cde /4:• // n a %i+s a �f a' 1, A- / ■i— ...•.... lig.- i p, r ,rdoe. lT Q 6Y ii+ J , b/ % % ( ' / / G iiii / 7 4 4 . . . . . % . - 4 ' ) ' Af f2, — _.....-k-de.., .;._ -/z , lam` / t C � 4rQS /O � (/G "C 4 re.9 its erc -C co,..,,. Arb p /xed..t.. - L • s 4 .. .0 Lt eiiC iR ,'. -74.4./et 1.41 ep y c7Dcsle /ts , :.rA- v /o ey ise. r,ei ihr co /GS 74 741 , rit, ,..,46.e,' 4 .04C, ems:.. 9 m,, S49.0- sic. , . , J,�cic ( Z)- Li 3 t /a. ^ Cc• 4W 4 s g:s 44 4.,c, :sy. 4 ,3o/i' . to - /2, �Q - 4'6;e_f! ,:.r.50.c. --/e to -? 4.h' 3 4:s 1/4 r sl/ le 9". ,Y‘ ce6.-.. —. C'or...-ic-41. 3 /ms A" (''4/ dA Vs-7. /4 di -clef.. SiZ Ai 4i t at,'It/1.li /„ L � - - c� : ✓ r ' - / 2 " o. • 1,,• s s -i,h , . e, d ., /o Aio -.„4 /Z, r•,./ /2.A — /2 0.. 'e.-. • 4' I 744. a.le. of 2 S CONTRACTOR TYPE OF INSPECTION 'EW INSPECTION L� �41❑ AE•INSPECTION SAMPLES OBTAINED (NOJSIZE/TYPE) SUMMARY To the best of our knowledge, all items inspected as noted above were - *'Pees ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME —976.c. P 4 lux .A /1 A PROJECT NO. 09/.v- /3933-'0 REPORT NO. 3 ADDRESS -2 t C . • #407 S 72 / s&.. -- PERMIT NO. '9.7- o e, _ DATE Zs /a CLIENT -s I WEATHER WEATHER 1„10,, PAGE(IndudssT Reports) / OF 02 STRUCTURAL ENGI .. -. J �„"F" ,,,fi �.:., -� CI,'" AGRA PROJECTMANAGER/PHONE NO. ey. Ss �ZS- v - b 23 y6tc, ARCHITECT Ni l.\k 1 3 ?()QO AGRA FIELD REPRESENTATIVE/PAGER NO. ..,e Se /.!,' Yes . 7(. 931 CONTRACTOR TYPE OF INSPECTION 'EW INSPECTION L� �41❑ AE•INSPECTION AGRA • ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 AGRA FIELD REPRESENTATIVE -ur -i sir . • REVIEWED BY DAILY FIELD REPORT J THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (R v.e99) COMMENTS A t r /O - /2/ .4 D. _..16eil 47 be, c,.e� �(' w.et.si ...r ` r+.. / / Ns le /444%. D.ti. ev 1 ✓03?.S Z /4 .p.) s4 a t/ 9 le//G 7 /,reds is . ......"G ,e/1 :., stu...r lcc, .. /e.Id * ''- V / /eft we a s f cC3tim '!v Gf41 G/' /acs !•u..5 9 4 7 & /iteJ p,.� GAT /r .5 . 6.■ei‘ it S/ 7 4:450. >Tt/i L✓G /cam.pte vt 4 /cc. I t GQ, fGG:e / Zio+ _I_ !i/4��C� �/1Qr.0 /Q iVt.. s 1 f -O/a lie /. Ht/ Ta•., 6C•0 &. tef 4a+ T , K J O r , 4 o .41C /V or.. TN/t t o 4 LdA1 ( Z . . 4 QcGe . / . / . % 4 I _Aws DI / - Sk c...1 S ..G .. • i... • GO .. 70 /iu -. !� . Ge_ 4. • G . .4/ 9 ITV 4.0‘e, / /0 SeeCI / X- •e e.y.•// co., I..4'- - o r . f,J C 74,-,. c S Nit he( 1 01I... '16i i 7 734) G , IG /b .t c /tp 4 rt G.'�. sr> h 4i; t C4 le MAR �i mop pp1. G � i:OMMUNI i v � L.LOPIVIEN t PROJECT NAME ,. 2.G. P .i Rli.., ' F.1 -„/ s PROJECT NO. owA- /C 4 ' o 3? - t REPORT NO. a ' a ,4'_ • S 77;a6.0 .. 4.-A- PAGE (IndudssTsst Reports) p? OF 07 DATE 0 3A) AGRA ENGINEE RING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AG19378 (Rev. 8/99) AGRA FIELD REPRES DAILY FIELD REPORT (cont.) REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. '4 ?a3 a. .r' + 'rein ::: F;; . v..:- t� - *I. �-.. e . �f -. r Y,., COMMENTS , . ,., ''0 -:: .:. r. 0. ke //,,pper� / 1 � `- � At do re I/GC G/. S.' 7't O - /vocal !C hC /vim ✓•'0 .'e.. € /d "".'_ 4,..... 9 7' .? 1 3 -' ,' ,- c /17 -1 ,e-. "Lae )2-.!4 ■L J 7 �ol� oi. Tf. ! Tc� /�l74.ri n Qr/Y•'1 ' a .2--g �',C' ^ AGie�l r �' + f est: � to �r.�c' i .or � SI O / C4 i �' f ,,,A,410,......../ / y, 9 / SG c. s "eg .f I) %fra • / 1 6z.i / c /� 4 -4 r .04 2 IO _ 7) /.Z ( r ,„ C_.0.. s l , f r t O/ I A . / G... a /Ie 4.1 4 /c r0:1.# e P 3 � ' � k 6 /`a 6' S1404 IP / /? ~ o, G #9-e.1 r•(.4.' / 47.s.6- S -ii/s [✓t at C G✓, // %,, - /47S. /7r!i/e,,, 9,O (//JtIS /I/ A c.7p G S4 K 1 '• 5 €L Gi /e. ile- G.., '-/ / .i teji4 9 T .7 "/d CO /G 44 A v 4. 1G✓CCh / /Z, -D pc. c ‘ , 4 . 4 /9/6. l / //ee,c6'rif" 9/o ohe.. 4. / A 7 Ate 4... . (ally.•$' d4,'/ 3 /s- - ( 0L. Ge,e /G , kg S TQ,— 9 T 7 Z'S roi ��." /"..r f`665,07' a 7 e-t/e. /✓.'rl, co /. .1l.✓S 72/ /- ) 4 .. z,:), / , — /T ( / e/e 0 .I.SO /✓ems Ge v .- 1 /� p s 1es f . / 3 r ( £— C r U ✓• • 1 AGRA FIELD REPRESENTATIVE/ / PAGER NO. 7 / s ; L6 S 7$ - y3' Sr y CONTRACTOR / ' SAMPLES OBTAINED (NOJSIZE/TYPE) ../tizi SUMMARY To the best of our knowledge, all items inspected as noted above were Yes ❑ Preliminary Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME / '• /-� G' ( gj A �i.'Y1i s T...w/ ��./,. •r-.!i L PROJECT NO. Of /3''33 -0 REPORT NO. ADDRESS ((// .Z'go. 6. P 2 A A rc..r,, yw. r . :0 99- DATE .? /t3�oo PAGE (Indudss Tent Reports) / OF a CLIENT � t� t,"'" I. WEATHER // ... 440e5 STRUCTURAL ENGIN /e Ra (Ji- f4e X Y .. ... -_ 8 ° 4. ? AGRA PROJECT MANAGER/PHONE NO ,Eel. SL 92 -Jzo- s►fQ ARCHITECT p - , 3 O Ors1 wi f l AGRA FIELD REPRESENTATIVE/ / PAGER NO. 7 / s ; L6 S 7$ - y3' Sr y CONTRACTOR / ' r yy s t �{ �, ^ $ C1 :i''.: r't-1 O P M C N k TYPE OF INSPECTION �NEW INSPECTION 64 a /4.,,, ❑ RE-INSPECTION AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 699) r. °... -, °'i:' ..gib .:?, s .A4 . . ., .' ":. f4COMMENTS .:::; ' ''.1*: ,;;;: .* >` .: , - ... , A 1424 1 ve..lat10 s. A O 1 lcfvG S >t. f% i ..4_ ;tir yi,... .— /2/1.... A REPORT NO. / qU /- 9P,."4/s/ ---fae../ S ak. Lail /5 tr4 clrigoC QOrlui W 0 4— 'IA e O t 7 i- 0 17L 7‘4_ -fc T. / 9iiei if 630" -tee ? 7 S 6e.7 e re>(•j e.,„// h.. weer/ F_ rec4 is . Cu eKhT Gsed a 0 G.0,4 ✓� ,". ' n / o ... / O •.- "eh . ,..L_Ncee ,7•vv� z„,„,,,,, A445:.1 Pcr/t, --e4/ Li €I.. Gal 'T.4 ,e.o. vc'.'. ti / /e' / ‘d∎t- ec.t'•'o — c41/i. _ 7 e �peka WEATHER ..�� / .LtiGJIs PMG pndudsaT. Reports) / OF/ / STRUCTURAL ENGINEF SAMPLES OBTAINED (NOJSIZE/TYPE) . i+/�A SUMMARY To the best of our knowledge, all items inspected as noted above were ❑ Yes 724 Observations in general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected - Report No. PROJECT NAME 2- c. P lZ /c - 4 F.roo/: j��s.,A �i• yare ree..r.1i PROJECT NO. 09 /.N - X 390 0 33 —C) REPORT NO. / ADDRESS s 3Air A Pc. 6' 99s. PERMIT NO. l7 99 -04V/ DATE �/Q CLIENT 00 //-- SOW a •i 6 n S""' II ,`di4M,.,.F' .,�.u��4 E� D WEATHER ..�� / .LtiGJIs PMG pndudsaT. Reports) / OF/ / STRUCTURAL ENGINEF NI A R 1 3 2000 AGRA PROJECT NO. Ae.• So d, • ARCHITECT AGRA FIELD REPRESENTATIVE/PAGER NO. COMMUNITY yz s -766 - Slarr ^ � � 11"r �4!/ / SVSi.. CONTRACTOR ��� / i/ La -- t; r 4J I TYPE OF INSPECTION 7RNEW INSPECTION ❑ RE-INSPECTION S c AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n Way, Suite 100 Tel (425) 820.4889 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6/931 • . .. r , ' . .kk }..; NIF. c� - 5 :,jC'�' ? v �'., •'v , r COMMENTS ,, �/ 4 � e l 4 7 . , ∎ A i < t ' s. 6.. 9 s re, (A sit/ 4 p e , r l v i . 6 , . 4.04-L , / Ade.// ii. e c . 4/ (d,�,4> ro, ,, /et c' �� S i, f ,.,...a` - li// a-- r...14 ��,�.�- v>-, �� � l/ way u/ �r�>✓s �' / /",,• p 1 „,,e.h,e, ,., z "c../ea ..sic /, 4 ‘ C hsi.....,' x9. Jif6/ei1 oheowee+ -�, , "z wGlx / P/Uj fits' o r ele; C)ii4 /2 A, /L4. G40rL 4.dr.s ivy ca.-e ► /,..c..+cfC lei w '4 c r Tar %Ayr. , n n / �C� T C o " /e. / ,.�q s./arc. i '� 0.- O•. /4 rO !�/w+. ' , 7' n . s �e. d p PC if ' i 01 c VA, 6.1 `7 RA ia#4 z // s /i,'us ?.' -. 4 .., d Li ve !e! of' f� 3A� � Ste, � � G � �-- r � � ,, � 1 / „P.; 9(C., 4 t, /`fL✓ -f D4 /5� �r�G it ei?r, / ^'►cK..t� x,. r i.=eces 59Palve.C/ s lo PrA i P $.. 7't )� �),' S .444v £ p •� /� 4,.../ r / / 1 Q ,h- L 3 4 / c., 1 i� .. ,i..0 7 �(Jb / - cb.s Cry ! ; S ♦ 'iQi� to � 1 cf .c,` ....„416 PAGE( ntReporte) / SAMPLES OBTAINED (NOJSIZE/TYPE) / /j/f�- j SUMMARY To the best of our knowledge, all items Inspected as noted above were )es 0 Preliminary Observations in general conformance with the approved plans and specifications. 0 No 0 Deficiency Corrected - Report No. ARCHITECT PROJECT NAME .r4.C. P 131'4 A- ,6 J tje.,,a—x., -.._.i• PROJECT NO. Q? 09- 13'/33 - O REPORT NO. 1 - aZ ADDRESS �f/� /`s c.9 U // it '��� 4// . NO. ./6‘ DATE / a//7 / CLIENT S 1y t i'� ' ,` )4'i- "'.' . {? LL ,-.. WE ATHER �� .,2.+ .f PAGE( ntReporte) / STRUCTURAL ENGIN R rV R. ".l.. 2000 AGRA PROJECT MANAGEFVPHONE NO. �cr^ — ca . ARCHITECT '; aUiCv�Ui "'� \ ,_�. i AGRA FIELD REPRESENTATNE/PAGER NO. 0 /ce,/d- Yei -76 r CONTRACTOR S / ij t'" ” 1-. t - fi t 1 v 1._ 1 TYPE OF INSPECTION NEW INSPECTION !0/C nv ❑ RE-INSPECTION •AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not Intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG1B372 (Rev.6199) . ' , w ;"i";;;;:•:,•' ., Ii' . t_ •2COMMENTS .i., •= ...'" ::r:: -r .. ./1,6;Q1 Crl.•ve 4.. s. >�. ,:._ we. d „ 1ec. ■.. C Alai A 7";:r --r . ../ork.e.b.4. -t� ��re.j vv e."/A. C./ /Als -16. A....4-c( /t /t- t4/ /fen (.:to6e.5 /e.5, c, 7 /A . - 1 e/J L✓. '1/ fe %drr�. 4/ ! /G t d w , IA. yke../C +y Ldlrl , (571 4. . _4E:01. 4 / /.., c.4- PERMIT NO. ‘ DATE 2/5/00 PAGE indudssTostReports) / OF CLIENT WEATHER .AMMO / /f STRUCTURAL ENGINEE SAMPLES OBTAINED (NOJSIZE/TYPE) A/A SUMMARY To the best of our knowledge, all Items inspected as noted above were ❑ Yes N M ❑ Preliminary Observations in general conformance with thjpproved plans and specifications. ❑ No ! ❑ Deficiency Corrected - Report No. AGRA PROJECT MANAGEFVPHONE NO. kb. S t PROJECT NAME �, 4". C. P - p 234: ..9 4 _Z-i piu,.e -�..71r PROJECT NO. OW" — /3 33 -O REPORT NO. /`��— ADDRESS a 33 .t 'R L.. _4E:01. 4 / /.., c.4- PERMIT NO. ‘ DATE 2/5/00 PAGE indudssTostReports) / OF CLIENT WEATHER .AMMO / /f STRUCTURAL ENGINEE (tnF iII:,f r P.t, n X ? AGRA PROJECT MANAGEFVPHONE NO. kb. S t ARCHITECT �ff ' } r la�i� 21100 AGFIA FIELD REPRESENTATIVE/PAGER NO. ✓„ lord i CONTRACTOR , � r CO ^+ M P - . t � �+ TYPE OF INSPECTION NEW INSPECTION ZA /eice , ❑ RE-INSPECTION i AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122"° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 AGRA FIELD REPRESENTATIVE DAILY FIELD REPORT REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the Information of our client. This report Is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. e99) • , . , • • • " • . • WASHINGTON ASSOCIATION OF BUILDING OFFICIALS 200 Union Ave SE.Suite 200 PO Box 7310 • Olympia, WA 98507-7310r Phone: (360) 5843-6725 , • : • CERTIFIED WELDER CARD GAROLD F. WILSON JR. EXPIRES: 01APROO > WIL 84 6280 29624 SE 318TH ST # 1 BLACK DIAMOND WA 98010-7500 This card is the property of WA130 Cud mum be nromedaux beixtexpirados data ExacudveDirector •-• DON W. HUSKINSON Expires: 01JAN01 > 64 8468 HUS 7653 SE WILLOCK RD OLALLA WA 98359-9606 WASHINGTON ASSOCIATION OF BUILDING OFFICL4 • PO Box 7310 • Olympia, WA 98507-731 ' Phone: (380) 686-6725 • CERTIFIED WELDER CARD 'This card Is the virly of VIABO Cardonetbas4nridoitaibari:Orio.ilsts.• RECE1VE.D MAR 1 3 2090 COMMUNITY, DEVELOP :1 Light Gage Welder • Welding Proem SMAW Method: Manual Form: Sheet Positions: All Vertical Propeuion: Up Material: Steel Filler Type: F-4 & lower Thickness Ran 1/16" - 1/8" JOIDC Filet. Backing Required For Complete Penetration Welds? No •01 STRUCTURAL ELD,J • ) • Fara ' ,71;'-`,R'-'''IteF4.Y'''Pl'ot41:414.44”tri.4i), • • EilletTkpc 'F•4 & Stee ilatedg Hier i• . ...nathmeaRE.:,.1 • overv.— • r Structural Welder Welding Process: FCAW Method : Semi-automatic Fonn: Plate Positions: All Vertical Procession: Up Nigeria: Steel Filler Type: E7IT- X 'Minima Rule: 1/8" & over Joint: Groove & Fillet ; Backing Required For Complete penetration Welds? Yes j75 , " -7--....--r-iryntr i f .: 7 7.5.!::r . 4Er:;'i.::.•!___ .-t !zi..1ute >,„,. oN QF Sua.D1NG OMCIALS , ,,S . . .z 4 1.'/•,04°64.41;.94n)*I.5472514:::"1,"., • 141 '611,,..... a se eta d r .r . 4 ...." RALE'i D WELDER CARD q v 1- TIM A WALLEY t 1 !: , Expires: 01JANO1 > 62 4986 WAL 15311 62ND AVE E PUYALLUP WA 98375 I `• I, 'f:.. "' .7 1 7 . 73 :". - 1.1• --- •1:' ' --.-.7":-..—t•'-,..7:77-7:... ,:t t.' •■• TN. !Ardis the ProPollY of WABO Exeniidre Dirata . .. -. • 7=r-:vl'A.-"-to..--;:.:r-ft ::: 1: -:::•-1:ta.r*:.1:f4;4,;141-.:!1::i41:3:4='Fi.4.. ,yvAswpiptoKASSO-CIATION OFBUILDIAG,OFFICW.S.:1 ‘ ,N3 ..T.:• ' • ...:,....."tref:t.: i.r.:0:14 . '... PO six 7310ibK,WA e85i37-7310t*: . A"1-7`.0i Plioni: (380) 6813:8735'.:IV:i 'Orel.i:%; • , • ••••44q4i-s;.:=Tr.,,e..e...t.....• ,.,%,?:.4:::•..! 1 CERTIFIED WELDER CARD trL 441 MARK A. HUSTON EXPIRES: 01JULOO > HUS 62 2891 5603 GRANDVIEW DR W TACOMA WA 98467-111 lbla card Is the property of WABO C ,t7 RECEIVED MAR 1 3 2000 CO MMUNITY DEVELOPMENT POGGEMEYER DESIGN GROUP, INC. NORTHWEST DIVISION To: Steve Black COMPANY: SABEY FAX NUMBER: (206) 281-0920 MOHR NUMBER: (206) 277-5221 RE: Exodus T.I. - Pacific view Bldg A - Roof upgrade n URGENT 0 FOR REVIEW EIA5,REQUESTE0 El Nom YOUR INFORMATION E] PLEASE REPLY Steve, 1 have included sketches of the three joists that need to be upgraded/retrofit. Please give me a call if you have any questions. Steve Arnold Project Engineer CC: RECEIVED FACSIMILE TRANSMITTAL SHEET APR 2 7 2000. FRoM: Steve Arnold DATE: 04/04/00 TOTAL.NO. OF PAGES INCLUDING covER: 4 Mm 3o; No: 99095 COMMUNITY DEVELOPMENT 512 SIXTH STREET SOUTH, SUITE 202 KIRKLAND, WA 98033 PHONE: 425-827-5995 FAX: 425-828-4850 EMAIL: pdg-wa@poggemeyer.com .,.61.(1b.v=w11.4 4 ' 09RVRF,R9 NOIS30.KAKBVEIDOOd HadJ 1VT19,li z d f „6 - 5I « p -- , 5Z dill S>1 l • iv) C E VED APR 2 7 2000 COMMUNITY DEVELOPMENTge —, Z (- ('D 5CX8LM dAl 9>18 cci 058VRcEMSLV ND IS O. d3* i3000d Odd 00G -- 170 -t' Marti -3 T.#1 - ANVI .1 -(I4 -2000 11:55AM FROM POGGEMEYER ^DESIGN 4258284850 0) Po 18K6 TYP W18x35 25'-- 0" 1 121 — 4 i , J JNnvuwoo 000Z L g d d a 4*,c, a a Aga 041:;„. c 0) { 1 1 12K5 TYP 0) W18x35 P 2 m Ct AS -I !;1 S..; s!o_C CV /CIoj3 aWION 001 Il 9 4 21 uoodunap 0584•8Z8 M O x,1 • Sees-au fin., E£0B6 VM 'PURPV!N • ZOZ ml!nS '411 $45 (PIS 215 SYaiNISN 2 9NI1VISNOD df1OiD NDSS3O 2J3) 3W3'09Od — ON )aatlt a) 14 D2v)N S.0a dN oor alibi ���� ,� a�Rw a., x.14 -•20 11 : 56A1.1 \S ° , FROM POGGEMEYER ^DESIGN 4258284850 P IN9VNd013nz1a OOOZ g ddb G AI23 } Q. I t W K ■........)- POGGEMEYER DESIGN GROUP cONtuutftgi ;mimeos St2 Sixth Street South, Suite 202 • irkland. WA 98033 (42S) 827-599S • FAX (45) 828-48S0 Made by °Are 3Adellat Jab No. fr6175-- Checked by Uate Shod No. ik ___ L'inalPti°11 Iv K g 0D Nam e 'To is r ne/pFeffcerr /441noPi r 1 • ri OSRVR(789ZV NOISROwd3A31130OOd NOW VIV95:11 ��oz—vn-v F ' W : S70 "NET G 5TU - h1 s (o R9 RECEIVED CITY OF TUKWILA MAY - 5 2000 PERMIT CENTER IIIMMIIIIIIIIII i to " 17c-r) Lc- L t"LIe-- Cc >e15f). �:- / _. 1D u t� Du/lc 5`r I • 1 l5 SN F'r _UN -KEK/ ,kcr . - �--- 2 LA`-1 E-$ Tt-( P6 X .... .._ _._.... C��X I �l ti Co, HN SIAM OF -WASH! 15 4 META L- I= XI �.. 5, /a" &W S C541 ST! MAY 0 5 2000 AS- NOTED C: ►, I 'HOUR- 1 (Z.6 F `U JJ IJ atDIt' G O1V1�tON Z GC- FA 1¢fi �C; �`Z.4GI (£)<!S> - r?iV5 1 4ESPi`47 Io_'_'M-rnt's-r-u 7 15-f t(, w il� (>' 'BEST cie:;:..Nt rDeC.'1G- CITY OF TIJKWILA APPROVED C C LI t. C- DESCRIPTION 3rd Floor - UPS.. 2nd Floor - UPS .. Foundation Lateral •••• Frame Columns •••• o eon R etic) t3 cr ors cnd omissions ^ '.i r, plans does not authorize is violation ci ar1y g11M adopted cods or I1r of contractor's copy of . •. .. I,. 1~ � I EXPIRSs OCTOBER 24 _ I r 1 r- NELSON - BOURDAGES a Division of Poggenuyer Design Group, Inc. 512 Sixth Sheet South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 �C�Ai?1�f PAGES t„ DCA CORRECTION LTR #� X99- OPt T1 — T29 S1 — S18 F1 — F8 L1 — L3 FR1 — FR30 C1 — C9 RECEIVED CITY OF TUKWILA JAN 21 2000 PERMIT CENTER P EX! T .f.s4G 6N 3.2K NEW 24x55 ST 240 614 MR "T—Al" KV 0. r, al r4 W ro . . Q A U N r--I • • Q4 1 w: >1 i) U) E l 4i ro •H En III 5 ror10 0 a m A w £Z8 ZZ8 LZ8 OZ8 668 868 L 68 8E8 E£8 ZE8 LE8 0£8 6Z8 608 L178 9178 998 1798 £98 no 1.98 098 6178 � � � � / ~ RAM Steel \76,0 Floor Map DataBase: bIdgal Building Code: UBC1 Floor Type: 3RDFL 0I/04/80 12:39:51 Fe. FLOOR rIr UPS RAM Steel V6.0 Floor DataBase bldgal Building Code : UE3C1 Floor Type . 3RDFL Surface Loads Label C c. 61:y04/039: 5 CDL LL Reduction Mass DL psf . psf Type f ps 50.0 50.0 - Reducible 85.0 50.0 0 .0 Unreducible : 376;O 20.0 : 100.0 .Unredubible 135.0 , • •'. ' i„ • 1 ; C CJI r 0 W14x22 (8) W14x22 (8) W14x22 (8) W14x22 (8) W14x22 (8) W14x22 (8) W14x22 (5) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (6) W14x22 (5) W14x22 (7) W14x22 (8) N W14x22 (7) x cn U, W14x22 (8) o W14x22 (7) W14x22 (8) W14x22 (7) W14x22 (8) W14x22 (6) W14x22 n W14x22 v + cn w W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 (7) W14x22 1=1 Ca o H• rr 3 o 'a g • - a MI cnL- H a7 rr H cn CD "C LC1 cD fD b •• (D a� �. CA) aD • Lc) cp • to mil o ; o n. ZZ x t , M r "= Z Z x17 L :fis z:sr =ate•- -_— ".moo ? a ��•...,.., __- - - ,s = :ZZXtiLM = _= BIZ �iZ =��_� ZZXJ7 — — ZZXti LM =. __ : ?l� � '�;;• -• ' =x�� � z�, ��:��'t!�.'�.U�A, �� M �s C C. C C C C C C C C. C C. C. 1, C. C C.. RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES DataBase: bidgal Building Code: UBC1 Floor Type: 3RDFL SPAN INFORMATION (ft): I -End (284.87,97.08), J -End (284.87,117.67) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 20.59 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation C; . Decking type beff (in) = 45.17. Seff (in * *3) 40.18 Ieff (in * *4) = 480.61 Stud length (in) = 3.50 Stud Capacity (kips) q = 13.3 # of studs: Max = 20 Partial = 7 Actual = 7 Number of Stud Rows = 1, Percent of Full Composite LINE LOADS: (k /ft) Distl Dist2 DL1 0.00 20.59 0.335 0.335 SHEAR: Max V DL +LL (kips) = 7.50 MOMENTS: Span Cond Moment kip -ft Center C DL 4.2 Max + 38.6 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 38.6 10.3 fc (ksi) = 0.32 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Initial load (in) at Live load (in) at Post Comp load (in) at Total load (in) at ft 10.3 10.3 DL2 CDL1 CDL2 0.079 0.079 01/04/80 12:39:51 Steel Code: ASD 9th Ed. Beam Number = 825 Fc = 1.80 r ww+rrr.twdsw.Yu Left 3.00 150.00 4.00 perpendicular VERCO W2 Formlok Y bar(in) Str (in * *3) Itr (in * *4) Stud diameter fv (ksi) = 2.50 Lb ft 10.29 ft = 10.29 ft = 10.29 ft = 10.29 ft = Left 0.81 3.45 4.06 7.50 Cb Tension Flange fb Fb 1.73 33.00 -0.055 -0.114 - 0.189 - 0.244 Right 3.00 150.00 4.00 perpendicular VERCO W2 Formlok = 14.48 49.87 = 724.75 (in) = 0.75 Fv = 18.90 11.54 33.00 12.02 45.00 11.54 33.00 Right 0.81 3.45 4.06 7.50 Action = 28.69. LL1 LL2 RedType 0.394 0.394 NonRed L/D = 4475 L/D = 2161 L/D = 1310 L/D = 1013 Comp Flange fb Fb 1.73 33.00 Load Dist DL LL+ LL- Max Tot ft k/ft k/ft k/ft k/ft W1 0.00 0.335 0.394 0.000 0.729 W2 20.59 0.335 0.394 0.000 0.729 RAM Steel V6.0 Load.•Diagrani:. DataBase::•b1C:igal' • " 01/04/80 12:39:51 Building Code: UBC1 , Floor Type = 3RDFL Beam No = 825 'L.", • . Span information .(ft) . I (284.87,97.08),. (8 ; C C C C: C. • C C: C: C� C. C: C C.> C'. C C. C . C. C.. C C. C. C C C C. RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL SPAN INFORMATION (ft,): I -End (279.37,81.33), J -End (279.37,97.08) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 15.75 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 47.25 Seff (in * *3) - 39.75 Ieff (in * *4) 471.24 Stud length (in) = 3.50 Stud Capacity (kips) q = 13.3 # of studs: Max = 15 Partial = 7 Actual = 7 Number of Stud Rows = 1, Percent of Full Composite LINE LOADS: (k /ft) Distl Dist2 DL1 0.436 0.893 0.234 0.00 8.26 8.26 15.75 8.26 15.75 SHEAR: Max V DL +LL (kips) = 10.06 fv (ksi) MOMENTS: Span Cond Moment kip -ft ft Center C DL 4.2 8.8 Max + 36.1 8.6 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 36.1 8.6 fc (ksi) = 0.28 Fc = 1.80 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Initial load (in) at Live load (in) at Post Comp load (in) at Total load (in) at DL2 0.436 0.893 0.234 01/04/80 12:49:59 Steel Code: ASD 9th Ed. Beam Number = 834 8.03 ft = 8.03 ft = 8.03 ft 8.03 ft = Left 3.00 150.00 4.00 perpendicular VERCO W2 Formlok Y bar(in) Str (in * *3) Itr (in * *4) Stud diameter CDL1 0.103 0.119 0.055 Lb Cb ft Left 0.93 4.66 3.61 8.27 -0.032 -0.041 -0.104 -0.136 CDL2 0.103 0.119 0.055 = 3.34 Fv = 18.90 Tension fb 1.75 10.89 11.36 10.89 Right 3.00 150.00 4.00 perpendicular VERCO W2 Formlok = 14.57 • 50.02 • 731.45 (in) = 0.75 Right 1.21 7.38 2.68 10.06 LL1 0.513 0.000 0.275 Action = 26.14 Flange Fb 33.00 33.00 45.00 33.00 L/D = 5818 L/D = 4637 L/D = 1825 L/D = 1389 LL2 RedType 0.513 NonRed 0.000 NonRed 0.275 NonRed Comp Flange fb Fb 1.75 33.00 RAM Steel V6.0 Load Diagram DataBase: bidgal 01/04/80 12:49:59 Building Code: UBC1 Floor Type = 3RDFL Beam No 834 Span information (ft): I-End (279.37,81.33), J-End (279.37,97k48) :Load Dist DL LL+ LL- Max Tot ft k/ft k/ft k/ft k/ft 1: • 0.00 0.436 0.513 0.000 0.948 W2 8.26' 0.436 0.513 0.000 0.948 1.127 0..275 0.000 1.402 W3 15.75 ,1.127 0.275 0.000 .1.402 twat:N.0A Satt4'WtaNMfti • RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL SPAN INFORMATION (ft): I -End (279.37,56.33), Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 25.00 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 57.24 Seff (in * *3) = 41.40 Ieff (in * *4) = 519.54 Stud length (in) = 3.50 Stud Capacity (kips) q = 13.3 # of studs: Full = 25 Partial = 8 Actual ='8 Number of Stud Rows = 1, Percent of Full Composite LINE LOADS: (k /ft) Dist1 Dist2 DL1 0.00 25.00 0.405 0.405 0.095 0.095 0.477 MOMENTS: Span Cond Moment kip -ft ft Center C DL 7.5 12.5 Max + 68.9 12.5 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 68.9 12.5 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Initial load (in) Live load (in) Post Comp load (in) Total load (in) at at at at 01/04/80 12:50:45 Steel Code: ASD 9th Ed. Beam Number = 855 DL2 fc (ksi) = 0.48 Fc = 1.80 Left 3.00 150.00 4.00 perpendicular VERCO W2 Formlok Y bar(in) Str (in * *3) Itr (in * *4) Stud diameter Lb ft 12.50 ft = 12.50 ft = 12.50 ft = 12.50 ft = CDL1 Left 1.19 5.07 5.96 11.03 -0.145 - 0.278 - 0.459 -0.604 CDL2 (in) SHEAR: Max V DL +LL (kips) = 11.03 fv (ksi) = 3.67 Fv = 18.90 Cb Tension Flange fb Fb 3.08 33.00 19.99 20.91 19.99 Right 1.19 5.07 5.96 11.03 J -End (279.37,81.33) Fy = 50.0 ksi Right 3.00 150.00 4.00 perpendicular VERCO W2 Formlok = 14.93 = 50.65 758.79 0.75 Action = 32.79 LL1 LL2 RedType 0.477 NonRed 33.00 45.00 33.00 L/D = 2065 L/D = 1078 L/D = 653 L/D = 496 Comp fb 3.08 Flange Fb 33.00 RAM Steel V6.0 .. Load Diagram -'' DataBase bldga1 ' - ' 01/0 12:50:4 , Building Code UBC1. Floor Type = 3RDFL Beam No = 855, , : Span information (ft): I-End (279.37,56.33), ' J-End (279.37,8133) • .Load: " DL LL+. ft k/ft • k/ft W1 0 00 0.405 0.477 C W2 25.'00,' 0.405 0.477 C. C • xai r.rrha�4V�a+u +ew�4LL..M .wn.�wrra MU '-- RAM Steel V6.0 Gravity Beam Design C C: C'. 1 C C C C� l y '. C> C C L. ( C. MOMENTS: ( Span Cond Moment kip -ft Center C DL 26.5 Max + 220.3 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 220.3 9.6 C. C. C. C C. C NELSON - BOURDAGES DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL SPAN INFORMATION (ft): I -End (251.33,97.08), J -End (271.33,97.08) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 20.00 COMPOSITE PROPERTIES (Not Shored): Left Concrete thickness (in) 3.00 Unit weight concrete (pcf) 150.00 f'c (ksi). 4.00 Decking Orientation parallel Decking type VERCO W2 Formlok beff (in) = 60.00 Y bar(in) Seff (in * *3) = 144.95 Str (in * *3) Ieff (in * *4) = 2609.84 Itr (in * *4) Stud length (in) = 3.50 Stud diameter Stud Capacity (kips) q = 13.3 # of studs: Full = 70 Partial = 18 Actual = 18 Number of Stud Rows = 1, Percent of Full Composite POINT LOADS (kips): Dist DL 0.67 7.26 0.67 2.96 3.42 12.84 9.62 12.84 12.37 11.14 16.37 11.62 19.12 9.62 SHEAR: Max V DL +LL (kips) fc (ksi) = 0.58 Fc = 1.80 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: 01/04/80 07:56:39 Steel Code: ASD 9th Ed. Beam Number = 37 CDL RedLL Red % NonRLL StorLL 1.65 0.82 0.0 0.64 0.00 0.46 0.00 0.0 0.72 0.00 2.24 . 0.00 0.0 6.09 0.00 2.24 0.00 0.0 6.09 0.00 1.84 0.00 0.0 4.09 0.00 1.89 0.00 0.0 3.93 0.00 1.42 0.00 0.0 1.59 0.00 = 46.63 Lb ft ft 9.6 9.6 fv (ksi) = 5.23 Fv = 18.81 Left 6.16 33.97 12.66 46.63 Cb Tension Flange fb Fb 2.79 33.00 Right 3.00 150.00 4.00 parallel VERCO W2 Formlok = 21.50 172.05 3712.70 (in) = 0.75 18.24 33.00 18.83 45.00 18.24 33.00 Right 5.57 34.32 11.31 45.63 Action = 26.05 RoofLL RfRed % 0.00 0.0 0.00 0.0 0.00 0.00 0.00 0.00 0.00 7:-13 0.0 0.0 0.0 0.0 0.0 Comp Flange fb Fb 2.79 33.00 ti RAM Steel V6.0 Gravity Beam Design (Beam 37) NELSON-BOURDAGES C Data Base: bldgal 01/04/80 07:56:39 Building 'Code: UBC1 Steel Code: ASD 9th Ed. • • '• • , ,• • , Initial, load (in) at Live load (in) at Post Comp load (in) at Total load (in) at 10 10 ft • •= -.0.058: • LID = 4114 • • 10.10. ft 0 225 it C• C C C L: C C -_ C C: (j SHEAR: Max V DL +LL (kips) C' C. C. C. C. c. L. r C C C C. C- :ISM:........M1net.Ye>++.w caul wk.& ..� RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL SPAN INFORMATION (ft): I -End (271.33,97.08), J -End (291.67,97.08) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 20.34 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) Seff (in * *3) _ Ieff (in * *4) _ Stud length (in) = Stud Capacity (kips) MOMENTS: Left 3.00 150.00 4.00 parallel VERCO W2 Formlok 61.02 Y bar(in) 143.69 Str (in * *3) 2561.00 Itr (in * *4) 3.50 Stud diameter q = 13.3 # of studs: Full = 78 Partial = 20 Actual = Number of Stud Rows = 1, Percent of Full Composite Action POINT LOADS (kips): Dist DL 0.54 3.22 3.29 16.85 8.04 18.97 13.54 6.08 15.92 11.15 18.92 10.41 Span Cond Moment kip -ft Center C DL 27.5 Max + 227.0 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 227.0 8.0 fc (ksi) = 0.59 Fc = 1.80 REACTIONS (kips): Left Initial reaction 5.61 DL reaction 33.92 Max + LL reaction 12.59 Max + total reaction 46.51 DEFLECTIONS: Initial load (in) Lb ft ft 8.0 8.0 01/b4/80 07:56:39 Steel Code: ASD 9th Ed. Beam Number = 38 CDL RedLL Red % NonRLL StorLL RoofLL RfRed % 0.76 0.00 0.0 3.79 0.00 0.00 2.50 0.00 0.0 3.01 0.00 0.00 3.00 0.00 0.0 5.51 0.00 0.00 1.43 0.00 0.0 7.16 0.00 0.00 1.70 0.00 0.0 2.48 0.00 0.00 1.52 0.00 0.0 1.61 0.00 0.00 = 46.51 fv (ksi) = at 10.07 ft = -0.051 (in) = 20 5.22 Fv = 18.81 Cb Tension Flange fb Fb 2.89 33.00 18.96 19.56 18.96 Right 5.31 32.78 10.97 43.75 v s Right 3.00 150.00 4.00 parallel VERCO W2 Formlok = 21.55 = 172.26 = 3726.73 0.75 33.00 45.00 33.00 L/D = 4758 = 25.96 0.0 0.0 0.0 0.0 0.0 0.0 Comp Flange fb Fb 2.89 33.00 4:4+.3.4+ mskos RAM Steel V6.0 Gravity Beam Design (Beam 38) C NELSON-BOURDAGES C DataBase: bidgal 01/04/80 07:56:39 Building Code: UBC1 Steel Code: ASD 9th Ed. r. Live load (in) at 10,07 ft -- -0.061 L/D = Post Comp load : in at 10.07. ft ---- -0.197 L/D = tal load (in) at 10.07 ft = -0.249 -• L/D' = C C DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL C. ;C L COMPOSITE PROPERTIES (Not Shored): Left Concrete thickness (in) 3.00 Unit weight concrete (pcf) 150.00 f'c (ksi) 4.00 Decking Orientation parallel Decking type VERCO W2 Formlok beff (in) = 60.00 Y bar(in) Seff (in * *3) = 145.80 Str (in * *3) Ieff (in * *4) = 2644.36 Itr (in * *4) Stud length (in) = 3.50 Stud diameter Stud Capacity (kips) q = 13.3 # of studs: Full = 73 Partial = 19 Actual = 19 C. Number of Stud Rows = 1, Percent of Full Composite C C C. C C. L C- C C. C RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES SPAN INFORMATION (ft): I -End (251.33,81.33), J -End (271.33,81.33) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 20.00 POINT LOADS (kips): Dist DL 0.67 1.53 3.42 3.38 4.00 4.25 8.00 4.25 9.62 3.38 12.00 4.25 12.37 2.64 16.00 4.25 16.37 2.97 19.12 2.11 MOMENTS: Span Cond Moment kip -ft ft Center C DL 20.5 9.6 Max + 187.6 9.6 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 187.6 9.6 fc (ksi) = 0.50 Fc = 1.80 01/04/80 07:56:39 Steel Code: ASD 9th Ed. Beam Number = 387 CDL RedLL Red % NonRLL StorLL 0.31 0.00 0.0 1.21 0.00 0.74 0.00 0.0 3.39 0.00 1.00 0.00 0.0 5.00 0.00 1.00 0.00 0.0 5.00 0.00 0.74 0.00 0.0 3.39 0.00 1.00 0.00 0.0 5.00 0.00 0.57 0.00 0.0 2.53 0.00 1.00 0.00 0.0 5.00 0.00 0.60 0.00 0.0 2.41 0.00 0.40 0.00 0.0 1.40 0.00 SHEAR: Max V DL +LL (kips) = 33.96 fv (ksi) = 3.81 Lb ft REACTIONS (kips): Left Initial reaction 3.65 DL reaction 16.17 Max + LL reaction 17.21 Right 3.00 150.00 4.00 parallel VERCO W2 Formlok = 21.50 172.05 = 3712.70 (in) = 0.75 Right 3.73 16.83 17.12 Fv = Cb Tension Flange fb Fb 2.15 33.00 15.44 33.00 15.91 45.00 15.44 33.00 Action = 26.35 RoofLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.81 T -(7 RfRed % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Comp Flange fb Fb 2.15 33.00 RAM' Steel; V6. Gravity Beam <Design' ": NELSON- BOURDAGES DEFLECTIONS: Initial load (in) Live load (in) Post Comp load :.'(in) Total, load (in) 10.00` ft = 10.00 ft 10.00 ft 10.00 ft = 33.38 • • • • • • • • C C C C C.> C;. C: C. C C C: C M.(f NN.YwT??.c1N.FWTax.ub. ire. rr,. n... e.r.�......+......�.,......_ ... ...... :. ... .............� - ,.... _'_ .•who.tamISKONOWartirt4I1*VAit RAM Steel: V6.0 Gravity Beam Design C NELSON- BOURDAGES DataBase: bidgal Building Code: UBC1 Floor Type: 3RDFL COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) Seff (in * *3) Ieff (in * *4) Stud length (in) = Stud Capacity (kips) POINT LOADS (kips): Dist DL 0.54 1.40 3.29 3.74 4.00 4.27 8.04 9.73 13.54 6.82 15.92 11.31 18.92 10.48 SHEAR: Max V DL +LL (kips) MOMENTS: Span Cond Moment kip -ft Center C DL 22.6 Max + 202.2 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 202.2 8.0 fc (ksi) = 0.53 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Left 3.00 150.00. 4.00 parallel VERCO W2 Formlok = 43.61 fv (ksi) = 4.89 Lb ft ft 8.0 8.0 Fc = 1.80 Left 4.05 19.28 17.08 36.36 01/04/80 07 :56:39 Steel Code: ASD 9th Ed. Beam Number = 442 SPAN INFORMATION (ft): I -End (271.33,81.33), J -End (291.67,81.33) Beam Size (User Selected) = W24X55 .Fy = 50.0 ksi Total Beam Length (ft) = 20.34 61.02 Y bar(in) 143.69 Str (in * *3) = 2561.00 Itr (in * *4) 3.50 Stud diameter q = 13.3 # of studs: Full = 80 Partial = 20 Actual = 20 Number of Stud Rows = 1, Percent of Full Composite Action = 25.08 CDL RedLL Red % NonRLL StorLL 0.33 0.00 0.0 1.64 0.00 0.72 0.00 0.0 2.53 0.00 1.00 0.00 0.0 5.02 0.00 2.13 0.00 0.0 9.57 0.00 1.61 0.00 0.0 8.03 0.00 1.78 0.00 0.0 3.19 0.00 1.59 0.00 0.0 2.22 0.00 Cb Tension fb 2.38 16.89 17.38 16.89 Right 3.00 150.00 4.00 parallel VERCO W2 Formlok = 21.55 = 172.26 = 3726.73. (in) = 0.75 Right 5.10 28.48 15.13 43.61 RoofLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fv = 18.81 Flange Fb 33.00 33.00 45.00 33.00 T-17 RfRed % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Comp Flange fb Fb 2.38 33.00 ........................... '•• RAM Steel y6,,0 L. Beam Design (Beam 442) C. NELSON-BOURDAGES •• • ‘•• •••••• • • •••••• •••• • • • ,• ••, .... • •••• " - • . f. E L. L.. DataBase: bidgal -•••• •-••• • :01/0418.0 07:56:39 • Code - .•E • .L. Steel' Code: ASD 9th Ed • . • • ELL ",•• L • • • C. C. • Initial load (in) at Live load ( in ) at Post Comp load ( in) at Total load (in) at 10,27 -ft = -0.044 L/D = 5524 10.27 ft = -0.091 L/D = 2675 10.27 ft = -0.183 L/D = 1331 10.27 ft = -0.228 L/D = 1072 • •• v5,41e Oa RAM Steel V6.0 Gravity Beam Design C NELSON - BOURDAGES C- DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL C C� C. C, C. C C C. C C C C C C C C SPAN INFORMATION (ft): I -End (251.33,56.33), J -End (271.33,56.33) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 20.00 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 30.00 Seff (in * *3) = 140.05 Ieff (in * *4) = 2299.33 Stud length (in) = 3.50 Stud Capacity (kips) q = 13.3 # of studs: Full = 35 Partial = 9 Actual = 9 Number of Stud Rows = 1, Percent of Full Composite POINT LOADS (kips): Dist DL 3.33 3.54 4.00 4.25 6.67 3.54 8.00 4.25 10.00 3.54 12.00 4.25 13.33 3.54 16.00 4.25 16.67 3.54 SHEAR: Max V DL +LL (kips) = 32.32 fv (ksi) = 3.63 Fv = MOMENTS: Span Cond Moment kip -ft ft Center C DL 43.2 10.0 Max + 193.9 10.0 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 193.9 10.0 fc (ksi) = 0.72 Fc = 1.80 CDL RedLL Red % NonRLL StorLL 2.08 2.08 4.7 0.00 0.00 1.00 0.00 0.0 5.00 0.00 2.08 2.08 4.7 0.00 0.00 1.00 0.00 0.0 5.00 0.00 2.08 2.08 4.7 0.00 0.00 1.00 0.00 0.0 5.00 0.00 2.08 2.08 4.7 0.00 0.00 1.00 0.00 0.0 5.00 0.00 2.08 2.08 4.7 0.00 0.00 REACTIONS (kips): Left Initial reaction 7.21 DL reaction 17.36 Max + LL reaction 14.97 Max + total reaction 32.32 01/04/80 07:56:39 Steel Code: ASD 9th Ed. Beam Number = 389 Left 3.00 150.00 4.00 parallel VERCO W2 Formlok Y bar(in) Str (in * *3) Itr (in * *4) Stud diameter Lb ft Cb Tension fb 4.55 16.61 17.46 16.61 Right 0.00 0.00 0.00 parallel Non Composite • 19.05 • 162.10 = 3102.66 (in) = 0.75 Right 7.21 17.36 14.97 32.32 18.81 Flange Fb 33.00 RoofLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.00 45.00 33.00 l Action = 25.96 RfRed % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Comp Flange fb Fb 4.55 33.00 Data Base: bldga1 01/04/80 07:56:39 Building Code: UBC1 Steel Code: ASD 9th Ed. DEFLECTIONS: Initial load (in) at Live load (in) at Post Comp load (in) at Total load (in) at 10.00 ft = -0.078 10.00 ft = -0.097 10:00 ft = -0 162 10.00 ft = -0.241 G C- C ( C C C C C C L. C C L. L C C C C. C RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL SPAN INFORMATION (ft): I -End (271.33,56.33), J -End (291.67,56.33) Beam Size (User Selected) = W24X55. Fy = 50.0 ksi Total Beam Length (ft) = 20.34 COMPOSITE PROPERTIES (Not Shored): Left Concrete thickness (in) 3.00 Unit weight concrete (pcf) 150.00 f'c (ksi) 4.00 Decking Orientation. parallel Decking type VERCO .W2 Formlok beff (in) = 30.51 Y bar(in) Seff (in * *3) 140.72 Str (in * *3) Ieff (in * *4) = 2326.45 Itr (in * *4) Stud length (in) = 3.50 Stud diameter (in) Stud Capacity (kips) q = 13.3 # of studs:.. Full = 39 Partial = 10 Actual = 10 Number of Stud Rows POINT LOADS (kips): Dist DL 3.56 3.78 4.00 4.27 7.11 3.25 8.04 5.07 9.68 3.25 13.23 3.77 13.54 4.19 15.92 8.31 16.78 3.78 18..92 7.80 SHEAR: Max V DL +LL (kips) MOMENTS: Span Cond Moment kip -ft ft Center C DL 45.9 9.7 Max + 207.5 9..7 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 207.5 9.7 fc (ksi) = 0.77 Fc = 1.80 01/04/80 07:56:39 Steel Code: ASD 9th Ed. Beam Number = 444 = 1, Percent of Full Composite CDL RedLL Red % NonRLL StorLL 2.22 2.22 4.8 0.00 0.00 1.00. 0.00 0.0 5.02 0.00 1.91 1.91 4.8 0.00 0.00 1.19 0.00 0.0 5.96 0.00 1..91 1.91 4.8 0.00 0.00 2.22 2.22 4.8 0.00 0.00 0.98 0.00 0.0 4.92 0.00 1.23 0.00 0.0 1.49 0.00 2.22 2..22 4.8 0.00 0.00 1.11 0.00 0..0 0.89 0.00 = 41..92 fv (ksi) = 4.70 Fy = Lb ft REACTIONS (kips): Left Initial reaction 7.45 DL reaction 19.16. Max + LL reaction 14.67 18.81 Cb Tension Flange fb Fb 4.83 33.00 17.69 18.61 17.69 Right 8.57 28.31 13.61 7=23 Right 0.00 0.00 0.00 parallel Non Composite = 19.11 = 162.37 = 3117.82 0.75 Action = RoofLL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 33.00 45.00 33.00 26.23 RfRed % 0.0 0.0 0.0 0.0 0.0 0.0 0 ..0 0.0 0.0 0.0 Comp Flange fb Fb 4.83 33.00 RTiM:Steel V6.0 Gravity -13eam Design (Beam 444) • C • NELSON-BOURDAGES- C. DataBase: bldgal • 01/04/80 07:56:39' Building Code: UBC1 Steel Code: ASD 9th Ed.,' Max + total reaction 33.83 41.92 %-; DEFLECTIONS: • Post Cornp• load (in) a€ Total load (in) at -0.087 -0.095. 10.27 ft = =0.182 10.27 ft = -0.269 2 • L. C.:. RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) Seff (in * *3) Ieff (in * *4) Stud length (in) Stud Capacity (kips) MOMENTS: Span Cond Center C DL fc (ksi) = 0.31 Moment kip -ft 6.3 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Initial load (in) at Live load (in) at Post Comp load (in) at Total load (in) at • 48.24 75.08 • 1048.40 3.50 q = 13.3 Max + 58.1 Mmax /Seff Mconst/Sx+Mpost/Seff Controlling 58.1 12.5 DL2 ft 12.5 12.5 Fc = 1.80 12.50 ft = 12.50 ft = 12.50 ft = 12.50 ft = lnn.Ya.:prA.w. 01/06/80 07:39:11 Steel Code: ASD 9th Ed. Beam Number = 854 SPAN INFORMATION (ft): I -End (275.33,56.33), J -End (275.33,81.33) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 25.00 Left 3.00 150.00 4.00 perpendicular VERCO W2 Formlok Y bar(in) Str (in * *3) Itr (in * *4) Stud diameter # of studs: Full = 37 Partial = 10 Actual = 10 Number of Stud Rows = 1, Percent of Full Composite LINE LOADS: (k /ft) Dist1 Dist2 DL1 0.00 25.00 0.342 0.342 0.080 0.080 0.402 Lb ft CDL1 CDL2 Woo 411..4.4 SHEAR: Max V DL +LL (kips) = 9.30 fv (ksi) = 1.84 Fv = Left 1.00 4.27 5.02 9.30 (in) LL1 19.13 Cb Tension Flange. fb Fb 1.31 33.00 - 0.048 -0.116 - 0.192 -0.240 9.29 9.59 9.29 Right 1.00 4.27 5.02 9.30 Action = 27.03 33.00 45.00 33.00 L/D = 6279 L/D = 2582 L/D = 1565 L/D = 1252 "PAS Right 3.00 150.00 4.00 perpendicular VERCO W2 Formlok = 16.88 91.22 = 1545.60 0.75 LL2 RedType 0.402 NonRed Comp Flange fb Fb 1.31 33.00 RAM Steel V6.0. Gravity Beam Design C. NELSON - BOURDAGES c c _ C C_ C. C C, C. C_ C C DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL SPAN INFORMATION (ft): I -End (274.62,97.08), J -End (274.62 Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 20.59 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = Seff (in * *3) Ieff (in * *4) _ Stud length (in) = Stud Capacity (kips) # of studs: Full = 35 Partial = 9 Actual = 9 Number of Stud Rows = 1, Percent of Full Composite LINE LOADS: (k /ft) Dist] Dist2 DL1 0.00 20.59 0.117 0.00 20.59 0.893 SHEAR: Max V DL +LL (kips) = 11.81 fv (ksi) = 2.34 MOMENTS: Span Cond Moment kip -ft Center C DL 7.8 Max + 60.8 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 60.8 10.3 fc (ksi) = 0.33 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Initial load (in) at Live load (in) at Post Comp load (in) at Total load (in) at perpendicular VERCO W2 Formlok 45.00 Y bar(in) 74.52 Str (in * *3) 1025.53 Itr (in * *4) 3.50 Stud diameter q = 13.3 DL2 0.117 0.893 ft 10.3 10.3 01/06/80 07:39:11 Steel Code: ASD 9th Ed. Beam Number = 823 Lb ft Fc = 1.80 10.29 ft = 10.29 ft = 10.29 ft = 10.29 ft = CDL1 0.028 0.119 Left 1.51 10.40 1.42 11.81 -0.040 -0.019 -0.136 -0.176 Left 3.00 150.00 4.00 CDL2 0.028 0.119 (in), = • LL1 0.138 0.000 Fv = 19.13 Cb Tension Flange fb Fb 1.61 33.00 9.79 33.00 10.16 45.00 9.79 33.00 Right 1.51 10.40 1.42 11.81 117.67) Right 3.00 150.00 4.00 perpendicular VERCO W2 Formlok = 16.68 = 90.73 = 1519.53 0.75 Action = 26.08. LL2 0.138 0.000 L/D = 6179 L/D = 13215 L/D = 1815 L/D = 1403 T- ,P6 RedType NonRed NonRed. Comp Flange fb Fb 1.61 33.00 1 ��a C C C C C C,. C . C.. C. C C. C.. C C. C. C C .. �ti••tLS:ahM�:r.+e+autantiG✓c.am 7af+rrv. >wwa »,.:....+. «�.....: RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES DataBase: bldgal Building Code: UBC1 Floor Type: 3RDFL SPAN INFORMATION (ft): I -End (274.62,81.33), J -End (274.62,97.08) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 15.75 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 40.12 Seff (in * *3) = 74.09 Ieff (in * *4) = 1003.14 Stud length (in) = 3.50. Stud Capacity (kips) q = 13.3 # of studs: Max = 30 Partial = 9 Actual = 9 Number of Stud Rows = 1, Percent of Full Composite LINE LOADS: (k /ft) Dist1 Dist2 DL1 0.00 15.75 0.117 0.00 8.26 0.202 8.26 15.75 0.893 MOMENTS: Span Cond Moment kip -ft ft Center C DL 3.4 9.0 Max + 28.3 8.7 Mmax /Seff Mconst/Sx+Mpost/Seff Controlling 28.3 8.7 fc (ksi) = 0.17 Fc = 1.80 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Initial load (in) at Live load (in) at Post Comp load (in) at Total load (in) at DL2 0.117 0.202 0.893 01/06/80 07:40:08 Steel Code: ASD 9th Ed. Beam Number = 833 Left 3.00 150.00 4.00 perpendicular VERCO W2 Formlok Y bar(in) Str (in * *3) Itr (in * *4) Stud diameter CDL1 0.028 0.047 0.119 Lb ft Left 0.72 3.74 2.53 6.27 8.03 ft = -0.010 8.03 ft = -0.013 8.03 ft = -0.038 8.03 ft = -0.048 CDL2 0.028 0.047 0.119 4.58 4.73 4.58 Right 3.00 150.00. 4.00 perpendicular VERCO W2 Formlok = 16.35 89.89 1475.68 (in) = 0.75 Right 1.00 6.46 1.60 8.05 LL1 0.138 0.237 0.000 SHEAR: Max V DL +LL (kips) = 8.05 fv (ksi) = 1.59 Fv = 19.13 Cb Tension Flange fb Fb 0.71 33.00 Action = 26.08 33.00 45.00 33.00 L/D = 18707 L/D = 14990 L/D = 4993 L/D = 3941 LL2 RedType 0.138 NonRed 0.237 NonRed 0.000 NonRed Comp Flange fb Fb 0.71 33.00 C Cte C C 1'h' 2' C - C LW L C c C C TYPE B FORMLOK W3 FORMLOK N FORMLOK DEEP VERCOR SHALLOW VERCOR GAGE 22 20 18 16 22 21 20 19 18 16 22 21 20 19 18 16 22 20 18 16 26 24 22 20 28 26 WEIGHT (LBS. /S0. FT.) GALVANIZED 1.9 2.3 2.9 3.5 1.7 1.9 2.0 2.3 2.5 3.1 1.8 2.0 2.1 2.4 2.7 3.3 1.9 2.1 2.3 2.7 2.9 3.5 2.2 2.6 3.5 4.2 1.1 1.4 1.7 2.1 .8 1.0 PHOSPHATIZED/ PAINTED 1.8 2.2 2.8 3.4 1.8. 2.0 2.2 2.6 2.7 3.3 2.1 2.5 3.4 4.1 NOT AVAILABLE UNCOATED .7 .9 PROPERTIES I (IN') .175 .216 .302 .377 .340 .382 .423 .508 .555 .694 .718 .837 .896 1.075 1.203 1.509 .613 .780 1.146 1.542 .070 .095 .117 .135 .0101 .0130 +S (IN') .187 .235 .322 .411 .283 .321 .361 .442 .510 .639 .418 .495 .534 .674 .767 .960 .361 .466 .664 .851 .098 .130 .167 .193 .031 .039 - (IN') .198 .248 .335 .417 .287 .328 .370 .453 .511 .639 .444 .531 .564 .683 .767 .960 .446 .548 .737 .914 .099 .132 .167 .193 .032 .039 3' PROFILES 3• FM DIMENSIONS 8• 24' • ..«. ....ue...�.m. «a.cw.+wa•rram« :xi SWrY..4 Y�J1YrtNiF:Gp. Yet% V'. Y!' MM. x' x«. u�. mn .�/...mw....w.e....�.....�_.._. 1. Section properties have been computed In accordance with the Specification For The Design of Cold•Formed Steel Structural Members published by AISI. All section properties are expressed In units per foot of width. 2. Section properties and values shown apply to all available widths. 3. Material thickness is subject to AISI tolerances. See I.C.B.0. Report No. 2078 for decimal thickness of material. 4. Weights shown are approximations for design purposes. 5. All dimensions are nominal and are subject to manufacturing tolerances. VERCO T a8 3 C W2 FORMLOK NORMAL WEIGHT CONCRETE (145 pcf) T SLAB OTAL , • • •' • • • • . • • GALVANIZED OR PHOSPHATIZED /PAINTED DEPTH }' te• • .'• ALLOWABLE SUPERIMPOSED LOADS (Lbs. /Sq. Ft.), DIAPHRAGM SHEAR VALUES (q) (Lbs. /L.F.) AND FLEXIBILITY FACTORS (F) , NUMBER SPAN TOTAL SLAB DEPTH DECK GAGE OF SPANS & CONCRETE WT. psi & WT. psi q 0" 8 , 6 . 9 , 6 . . 0 , ,0,_6. 1V-0" 1V-6" 12'-0" 10 Shoring required in shaded areas. VEND •4WE -- 5 4" 36.3 4 42.3 22 1.8 21 2.0 20 2.1 19 2.4 18 2.7 16 3.3 22 1.8 21 2.0 20 2.1 19 2.4 18 2.7 22 1.8 20 2.1 19 2.4 18 2.7 1 2 3 q 2 3 q 1 2 3 q .246 288 288 2020..' .41 400 400 400 2140 .2 400 400 400 2200 0 '< v� 323 323 2250 .: 361 361 2280 4 400 400 400 2310 400 400 400 2430 2141`1Y 257 257 1990 .42 287 287 2010 .39 240 288 288 2220 74 322 322 2250 5 08 356 356 2270 400 400 400 2380 '/{x167 204 204 1720 .48 ?,1 19 229 229 1740 .45 .t 8 188 231 1960 .42 16 258 258 1980 .40 243 286 286 2010 .37 41 289 289 2220 : 5 r S ". • ', 148 185 1700 .49 ni • •r 272 320 320 2240 4 400 400 400 2340 ;207 207 1720 .46 9 • 229 229 1740'' .43 68 66 ,.1940. .43 91 233 1950 • .41 258 258 1980.; .38 86 170 13 261 2190 244 289 2210 148 • 98 347 347 2260 .1 375 395 395 2400 1'311 31 1680 .49 "'"/ 151, 1' •,VI 51• 188 1700 46 171 208 208 •1720 .44 4t 4 47. 7 ,1920 .43 1 70 1�0 1930, .41 92 235 1950 .38 2390 282 282 2000 8 6 65 2150 90 90 90 21 21 263 2190 3115 315 2230 .31 304 359 359 2270 1680 90 135• 135'S 1680 .47 4 153 187 1690 .45 220 220 1730 .40 211 246 246 1770 .37 245 245 245 1870 .32 131 131 1900 44 1 51 s151 1910 .41 172 2 1930 .39 14 257 257 1970 ° 251 293 293 2010 . 6 4 146 2130 2160 ri 192' 192 19 2170 ti 2 40 288 2200 .32 280 328 328 2240 04 04 1 .50 12 21 1660 .47 138 166 1670 .45 173 195 195 1710 .41 203 218 218 1750 .38 217 217 217 1840 32 0 11 1,17 117 880 .44 95 13 220 .41 154 1910 r 193 93 231 1950 3 ;t 227 260 260 1990 33 • 1 30 130 2120 1 51 51 2130 H , , 173 1 7 3 �. 2150 93 93 . 1620 .51 *216 257 2180 ' H 253 301 301 2220 108 1640 .48 2 1650 .46 56 156 174 1690 .42 8M184 193 1720 .39 194 194 194 1810 .33 42 .• .142.,; 152 1670 .42 167GA 168 1700 .39 X16614: 173 12 1780 .33 X104 104' 1 ,104 1860 44 12 ^ • 1880 • .42 w, x 39 1890 .40 Z5 75 19B 1930 206 2 32 1960 .34 0411 248 248 2050 .29 117 117 2100 136 3 18 2110 55 155 15 2130 �95 2160 229 229 258 2190 9 97 620 .48 12 '12 112 1640 .46 i93 93 tv,93, 130 1850 .44 5 ,. • ,:10 09 109 1860 .42 126 1 26. 1880 .40 u 159 "'. 59 159 1910 93 187 187' 201 40 34 185'4, 229 229 2020 .29 k.: 4 ''1 0 4 104 2090 22' 2 2 2 2100 ' 140 40 ,1,40 2110 vr , ,^ 1�n • 177 2140 209 209' 220 2170 75. 5 5 1600 .52 8e 88 1610 .49 Co 110 x' ,110 2080 1 71, 1620 .4P : 1 29 ,129 1650 .42 147a 147 1680 .39 ;;m152 155 155 1760 .34 1§84 84 84 1840 .45 9 9 9 1850 43 39 18 60 .41 1 11 1893 71 172 1920 35 a 69 213 213 2000 .30 8 93, . 93 2070 4 127 127 2090 161 16 161 2180 1 90 190 2150 67 1590 .52 9 79 600 .49 1610 .47 195 129 1660 .39 :NY,#139 140 140 1740 .34 .75 5 1830 .45 89 89 89 1840 .43 r r 03 03 1850 .41 13 31 1880 7 166 156 1900 .35 155 155 198 1980 30 84• 84 4 2060 40 99 99 ,99 2070 r 1 115 1 15 2080 147 147 147 110 174 74 2140 1 2 3 2 3 1 2 3 1 2 3 q F 255 255 255 1780 .46 286 286 2 1810 .43 317 317 317 1840 .41 380 380 380 1900 .37 400 400 400 1960 .34 400 400 400 2110 .28 322 322 322 2040 .38 357 357 357 2070 .36 400 400 400 2350 .25 400 400 400 2370 29 MA90t 227 1750 .47 255 129 255 1770 44 282 282 282 ' 1800 .42 339 339 339 1860 .38 388 388 388 1910 .35 388 388 388 2050 .29 318 318 318 2040 .37 382 382 382 2100 .33 400 400 400 2150 .31 400 400 400 2290•• .26 400 400 400 2330 .30 252 254 254 ' 1770 .42 305 305 305 1820 .38 348 348 1870 .35 348 348 348 1990 .29 343 343 343 2060 34 391 391 391 2110 .31 390 390 390 2240 26 383 383 383 2290 30 259 275 275 1790 39 303 315 315 1830 .36 315 315 315 1950 ' .30 289 310 310 2030 .35 342 354 354 2070 32 352 352 352 2190 .27 214 249 249 1760 .39 253 278 278 1800 .36 277 277 277 1910 • .31 282 322 322 2040 .32 320 320 320 2150 .27 293 293 293 2110 269 269 269 2080 28 lessi 83 .51 • Tenk 16 1 400 400 400 393 357 326 2 400 400 400 393 357 326 3 400 400 400 393 357 326 3.3 2570 2510 2460 2420 2380 2340 50 300 300 2310 .25 227 276 276 2280 .26 .206 256 256 2250 .26 188 7 88 72 237 172 2230 2210 t C ' PNL "L2A" I C C C I I I I ( I I 011 I I II k •'. ........ 4'-0 20'— NEW 435 EXIS 240 IN 13.2K 3K Ik Z " • XFMR 6/A -XFMR C2" 30KVA s`I E 1ST 24G 6N I 6N 13' 3.2K XFM R P D L *1£ Lel (13 C.() 40---pie 1' 10' re 3A" EXIST 5' SLAB ON-GRAD +1.1" 30KVA :s C) > CD5 CD 11 : • £06 Z06 RAM Steel 'V6.0 Floor Map DataBase Building Code: UBC1 Floor Type: 2NDFL f),,,0,05, A,1W6OR4 AV �//4, � . ii1,.i //i;;Vii, "i:i ,i/ii "..ZM%iJ%i,r,X9/////.Gi=i, 4iiia %V /MA 11111111 7,4 c. to -°' RAM Steel V6.0 Floor Map Data Base: bldgal Building Code: UBC1 Floor Type: 2NDFL C C • 01/04/80 07•32•38' • •, Page,' 2 • DL . CDL LL Reduction Mass 'DL psf :psf psf Type psf 85.0 50.0 50.0 Reducible , 85.0 .376.0 50.0 0.0 UnreduCible -376.0 85.0 20.0 100.0 Unreducible 135.0. • • .• • - tiK 6k ■ 6k 6k 6k 6k 6k 6k 6k 5k 5k 6k w 111k v co N ' • 9k 9k 41 . 9k 9k CO N 9k CO CO 9k 9k 41. 9k 6k 10k w 4k p 6k 0 5k 0) W12x14 5k W14x22 9k W14x22 9k W14x22 9k W14x22 W12x22 W14x22 W10x12 9k W14x22 9k W14x22 10k W14x22 6k r1 J 1 "' n } CO CO • 4k 6k 4K lbKL 4K W14x22 4k W14x22 6k N 7k W14x22 7k 6k W14x22 6k 3k W14x22 3k w 6k W14x22 6k c0 9k�5k W14x22 5k i 1 -5k W14x22 51C 9k R! 6k W14x22 6k 9k 4k W14x22 4k 6k W12x22 6k x 8k W14x22 8k 6k W14x22 6k 5k W14x22 5k 5k W14x22 5k — 2k W14x22 2k d 1---' o N• rr ° a. a) 11 Di r H U) (D 1 .< LC1 (D m, b (Do t3< N (D a • z •• Di : CO 0 N . 0 0 ti Di b cll � �U R, a) n) vl a) m A H 4-' c0 •rI Cn T3 S-1 rri 0 4-) .d 0 Q CLI W BIZ 0 1X8M )IZ Li )19 XS ZLXOLM 19 v CIS ZLXOLM I9 �I9 Z LXO LM �I9 0 In )IS 171.)(Z 1M 18 �I9 Z LXO LM �I9 1t7 0 LX8M X17 X19 Z LX0 LM ?19 Z LXO 19 Z LX0 LM )IS �I9 Z LX0 LM �I9 CIE 0 x9 CIE �I9 Z LXO LM )19 Nr )IL Z LX0 LM )IL X19 Z LXO LM �I9 0) t+r1 MI6 117 ZLXO1M Xti 6 LXZ LM CIO L ZZXfi LM CIO L MI6 ZZXt LM 16 Xti LM '16 ZZXt? LM MI6 ZZX1 LM 16 ZZXti LM MI6 ZZxV LM 16 ZZXi7 LM b' LXZLAA . ZZXfiLM Co NC v '19 — U' Y N M 'I6 x )16 '16 Y M M 16 Y I N M ) 16 '19 )I9 '19 'I9 )19 'I9 )19 )19 )19 RAM Steel V6.0 Gravity Beam Design NELSON - BOURDAGES DataBase: bldgal Building Code: UBC1 Floor Type: 2NDFL SPAN INFORMATION (ft): I -End (257.08,81.33), J -End (257.08,97.08) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 15.75 COMPOSITE PROPERTIES (Not Shored): Concrete thickness (in) Unit weight concrete (pcf) f'c (ksi) Decking Orientation Decking type beff (in) = 47.25 Seff (in * *3) = 40.26 Ieff (in * *4) = 484.19 perpendicular VERCO W2 Formlok Y bar(in) Str (in * *3) Itr (in * *4) Stud length (in) 3.50 Stud diameter (in) Stud Capacity (kips) q = 13.3 # of studs: Max = 15 Partial = 7 Actual = 7 Number of Stud Rows = 1, Percent of Full Composite LINE LOADS: (k /ft) Distl Dist2 DL1 DL2 0.00 15.75 0.170 0.170 0.00 15.75 0.170 0.170 SHEAR: Max V DL +LL (kips) MOMENTS: Span Cond Center C DL fc (ksi) = 0.18 DEFLECTIONS: Initial load (in) Live load (in) Post Comp load (in) Total load (in) Moment kip -ft ft 2.5 7.9 Max + 22.9 7.9 Mmax /Seff Mconst /Sx +Mpost /Seff Controlling 22.9 7.9 REACTIONS (kips): Initial reaction DL reaction Max + LL reaction Max + total reaction at at at at Fc = 01/04/80 07:39:59 Steel Code: ASD 9th Ed. Beam Number = 897 = 5.83 1.80 7.87 ft = 7.87 ft = 7.87 ft = 7.87 ft = CDL1 0.040 0.040 Lb ft Left 0.63 2.68 3.15 5.83 - 0.019 -0.039 - 0.065 - 0.084 Left 3.00 150.00 4.00 CDL2 0.040 0.040 fv (ksi) = 1.94 6.84 7.13 6.84 Right 0.63 2.68 3.15 5.83 Right. 3.00 150.00 4.00 perpendicular VERCO W2 Formlok 14.57 50.02 = 731.45 0.75 LL1 0.200 0.200 Fv = 18.90 Cb Tension Flange fb Fb 1.03 33.00 33.00 45.00 33.00 Action = 28.69 L/D = 9847 L/D = 4792 L/D = 2904 L/D = 2243 5 LL2 RedType 0.200 NonRed 0.200 NonRed Comp Flange fb Fb 1.03 33.00 RAM Steel .V6.0 Load Diagram Data Base: iildgal 01/04/80 07:39:59 Building Code: UBC1 Floor Type = 2NDFL' ,. Beam No i= 898 Span information (ft): I-End (261.08,81.33), J-End (261:08 97c.08) Load Dist - DL LL+ LL- Max Tot ft k/ft k/ft k/ft k/ft W1' .0:00 0.687 0.200 0.000 0.887 ,W2; 15.75 0.687 0.200 0.000 0.887 • . , • • • NELSON-BOURDAGES Consulting Engineers a Division of Poggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828.4850 Made by 94 Date 26 Job No. Checked by Date Sheet No. Description 27 Fluce Job Name r if...xo.PctS 7:/, &Q A &pros17 Toisr3 C C C C C C , I . • i ! • 'c • - •Ic; , •••i ; • . ; . ' i c • ; C; . i , ' ,-,,,,,i• : 6 e. C CifeCk. StveSS —7 C Hun 17 s irr7rtr Tor'sr I t Fna'arc 1r ; Lia. 2 • F+-K • Et. , 612,2 Ft ic)(n.) ( io) /69 • 5 • fee, ■ *" , Dp 6t - , 110 , 4 0? . MAxt MerYni— 1! er A l 111414, -- 01ST3 i c ; 1 c ; ; • , •-•; c•. • '• s iiofre. i ‘ !,' put Siti tes): . ,7,4 t I ; • L Cowl) . ! l(r;2s c. . .: r 4.....z..H... vvi.etm-F7 5 , :: • ".---- i • . 1 __,. z • .54 / I 1 # !(.25 Fri • , • ; . 1 i• • 26,76? Wu. 4 *•--'+" — 33 TI- 2 Z' 7 7 (g Q g 16" = IN C 0.1 ti irrt„ 76411 nrree..t- NELSON-BOURDAGES ConsuitingEnaineers a DivisionorPoemeyerDesignGroup ,Inc. « 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by FA - Date Job No. 9w5 Checked by Date Sheet No. ` ^_ J 1O Description et-i Floetk Job Name C 's % I, che i v aos A Co os 1 t= SO is ) S • S S S be (LI _ G bye _ ti p. env nziep NELSON Consulting Engineers a Division ofPoggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 8284850 Made by SA Date 1 i i 2 0 P ° I -° b No . 910 'PC Checked by Date Sheet No. 5 _ 0 • i Description v — • 0 friCt-It. , Job Name r . t)(0003 T: I . Piteini• View euzA • Ccriloosirzi T o i srs C c. • , ;::: !! , • C C. C C C C C i SeTT Ir' nr - I • ; ITIZANS64 y A y , . ' i ■ . v" ! . 1.. ; ! , i ', ,Ttir. /),* .,. '; ( ' i . ) -1-: (1.5 A' /,SX ;17) ' 4 • 96 1 t 1 c I 1 : .1 , i , ■ : 1 , ;•:-. Age + !OR3 . 36117 1 ; ! ` 504 r Z ;01,5 . • • • . ; ■ • ,L !C ; 1/4.) erni.c. ! ! j Tr I !" — i 30 • )9$3' (P.2. )2 ; ; • 157-i1.57 : 3.c ;I) ii.s = ..T„,„ec rt. 1:3 ZI G Z76 3 ; Co: 2.14 163 17/ it 27,2 ;Na iidtt .7 627 Nit/ NELSON- BOURDAGES , Consulting Engineers a DivisioilofPoggemeyerDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made 6-/e+ Date I /�fo Job No. ppfg- Checked by Date Sheet No. s lZ . Description n ,,, t .� , Job Name /= xcv q s - 1. Dgc,a',, Vt.' "q" C 1S75 C: C. C.. (a82+ -332 iN k tw old, .6: I 3 ' OK An_ p' t L PACIFIC VIEW OFFICE BLDC A 160 •8- 460 LIST 3 310 20 K 7 **SNORT SPAN JOIST DESIGN REQUIREMENTS v1.01 bEPTH • 20.00 4 ' L10.99 ;11:35AM BRIDGING BS LOTH SPACING 24 -10 1/2 8.29 • * *BASIC DIMENSIONS ** PANEL EFF UK LENGTH LENGTH DEPTH • 24.5417 .t- 0 0/0 18.989 • SEC DESCRIPTION BC 20 L1 1/2X1 -- 1/2X.170 L/360 LIVE LOAD DEV • TOTAL LOAD FOR DEFT. • Thu Oct 0 16:08 :46 1998 24' 10T.1/2" ACTUAL DEFL INCHES .862 TL .644 L.1. NP Y 10 2- 5 1/4 WW: VULCRAFT-' op fl. *LOAD CRITERIA *. TOTAL LOAD • 547.6 PLF, LIVE LOAD • 424.4 PLF. 418500 RESISTING MOMENT r 513160. IN -LOS, REQD END REACTION ft 6970. LBS. ROOT AT ZERO SHEAR s 147.3 IN. •VARIABLE LOAD ■ R50. LBS. L TCX LOAD: UNIFORM • 547.6 PLF. On TCX LOAD: UNIFORM ft 547.6 PLF. stCHORD DESIGN** STEEL FY ■ 50000. PSI 7 AIl«,ac{Ltrc =3 KS AXIAL STRESS •L END PANEL PP 8598.7 L END PANEL MP 8598.7 INT PANEL. PP 17774.1 • INT PANEL MP 17774.1 R END PANEL MP 8599.7 R END PANEL. PP 8598.7 SEC DESCRIPTION ALLOW RES YC 28 L 2 X 2 X.200 650720. •>PC 20 L1- 1/2X1 - 1/2X.170 548280. AXIAL RATIO ,3185 .4535 .5025 .7886 .4535 .3185 MOMENT UN1 LOAD - 3352.0 2725.7 - 2190.5 1095.3 2725.7 - 3352.0 K KL /R 1.00 61.0 1.00 81.6 AXIAL STRESS CRIMP 28078. .9359 539.2 PLF, L/240 LIVE LOAD • 368.0 PLF. .an:K•ax:s: VVIOrx.: W1 7. *K ^f 0.. /n 74,VOSwwumas v:..m.C.»41,0tMthSO . A 2 421.021 tKi WWI 10 - :11:36A1K ; YULCRAFT -+ PACIFIC VIEW OFFICE BLDG A Thu Oct 8 16:08:46 1998 ' s -�y • NELSON Consulting Engineers a Division ofPoggemeyer Design Group, Inc. 512 Sixth Striet South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828-4850 Made by 5 - Date 1 0 .49 / 00 - Job No. Checked by . Date . Sheet No. 6 ir Description a" Pkria. Job Name naliv - MI - avE.Ri. Viet) 011X, 4 C mi. Ginoset 1K ! k Int - Inc, isl • • -., • • , - • .., , , I D .L.' I L 10c? e_ „,55- , 1 , , os 4- so t .e• , . e D.s . , 1 ! , .16;,', lekto ( a --: , gr pLF 254 SP . fr S CI ' .. ..4 4 , L. ' Anniz C C C C C C ri L. ( • C/( —P OZ. L. OM artel /44 L. I 3 .; /6"1:1 D?Sirtr0 I PI 61:7 CCIOS 11- b i?faV :??05 tefifl I ! ,pz,7 ' , (() ( 13)(21..33) (41i) ton Collo o: Secrreiyv f ( Veiriitz n= 9 by -= 7.11" t.g !P 6 Is 10,03 /mit- 11 /6 T A i° 2(11) A -z,7Lt Come, v, 11) riAtoe trvert4S.uit NELSON - BOURDAGES Consulting Engineers a DivisionofPoggemeyerDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828-4850 Made by Date 1 /.6100 l Job No. "1o9S Checked by Date - - Sheet No. / S . �d Description n d Pteve Job Name EXoDIS 1 - PgGFti VIEW &MIA - COTOS tteitZ0 C. 1. t I / . I I 4 4 /17 ,NJ , • • • • :.• :, '': NELSON . • . , Consulting Eniineers • • a Division of Poggemeyer Design Group, Inc. . 512 Sixth Striet South, Suite 202 *.Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828-4850 Made by • • sp • • Date .,/ i 1 20too - Job No. . . Checke by d Date • • Sheet 0 1 - 7 • •:- . No. , , 5 • - 17 Description & 6.• Flacg Job Name . 0- . /..1,yoDus.• 7 /, — htbn.e viEw earn A Lao-posire . 6,hotet. C C. C C - - : , 1 ..,:,, ..c rtios, i . 4 1 • ■ i , •:// to 0 I , : • i l : . : ,; (' • • i . . 1 ! ; t1-6D', plow i _1 . i i3.3 ! • 1 i • ' , ; : i • i . 1 _..,,, „..„ ,..,.•',„ .._ ,....,...,, „ '....._ ; . „ ; ____, ._. .s,..„.. :i., ..:. ... ..;.., .;.,.. „ . :.„,...; .■ , , . , . , • ,: . ... . : . . . ... ... . . . . . h . . • 1 • ; . . 1 • :-. i , ■ I ; . :. 1 • : „ ... : ,. . • : , • 6‘.: be 't.i•F - • , . i - 3 ÷,/5-6.,5) , ..,..,,,..„,__,, „, _„ .. : ,, • -:,• ., ..:„., ,.: , . ,-,,,........:.:,--,;,.. ,•• , -.,..-,-;-:* ., • , 3. SS ' , ' • ,•,,. -,::, ,,,,,,..: , , 'L ! • 1: ' ,, L ,- '• '• • ' (Pi 1 )(3. - Q5' 0! • - - t ; • VI :J. L7") / 7 )7 Kipj « 4 Cd rezen,15 g'7 I( >4,6 s7itos ft;fai • )3,3 vi.s.,3 16 4 (" 6 6 - H* flu/ SA X' sn,95 > 11 / ‘ Sruo5 'ceniosi nertw 4,5 Ot urterp&O /AD "1L (16)16 a 3.6 ) 14 0 1 I t fr r fix a775" 44-K LIOM , , . NELSON•BOURDAGES Consulting Engineers a Division of Poggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828-4850 Made by . g Date Job No. t ... Checked by Date . Sheet No. 45. Description 2 Job Name - 77. _ pitistil v iew o A Col-pos i n5 w? O&(. i t• i . .. i t i ', • , , . . , . . ..... ,'... " , . I , —I i. • .. iri r- i2F• •• le IA),..-- • ';---- ,--..--,': '','- ''''.', • • '. S t '' . :17' - i .--. , .. i. .; y.- ,:,•-;-.:;,,- ,. . . ' iv . ... . . i:-''.',..,-.-_-..1,-,:;„ i.......-..1 i ,--, ; • , • .. • -' • -- ••••' •• ' ' - • . •,.• --- ...: .--.- , ..... ::..i........:,.-1. . . . i '_ - -.--!--:.• ;::, ., — / .'--,--.. ' —,- ; -- . 72 .1 . 17 - "'''. ! '':'`. Ole- . • . . . . . ..... , . . ,.._...... _... .,. .i......-..'..1.,....' . '-' • ' ' '-' ::' ' - • ' ' . -.. . ... ..., ' ".''.'1 : ''" . " '',." ' '.; " " ';' 7 ' ‘, ,'. -.'-',..: ' ' " : . -_,.' ':i . ' .• :,. ",", . ,,. , OS 77 • • `./!C.7",i\.) • .' 6, vir '. 1.,'"■ru6 • - ' ttt ADO he+Ni- LoviOS 15 T/8 AT if 0.C. EA WAY I • VZ. I r---- • •-, 0 • I., • -• "'''' • . . • ___________________ 1 0 i i " 0 1 ....-.., .....-... Oil 0 : I.... „......J I 6R .9 +141 1 1 ... 1 r-•*---1 r----1 ! , _ , : 0 : I 0 I • & ! I 9 LI L.---J r I 0 I I•••••■ r ....,LJ...... 16 ifi.I\ 11. r.-..,Li.L... . I 0 0 I . : 1 4 1 0 • 0 1 p in ■ ..- or . 1.... 36 Dp—'''''''.. 1 11 .--J L..... GRADE DEAN /5r6 AT tr o.c. AT tr O.C. KI,en D i_ 4_ Li_ v I ' V N 0 'g marcernmthtourtimin 44: ..wasecoa," / II - 21U3 lV? 2 OE j(1 DeANtir TfANSr' 4100 r Vora(' r-- - ----------- , 4) I II NELSON- BOURDAGES Consulting Engineers, a Division of Poggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828.4850 Made by - Date Ibot'oo JobNo. 99'e, Checked by Date Sheet No. Description rr ____ ret 'r, Job Name ) wuS TI, - DA G F tG 1� / tio /� ALE C C r•. it6 ; Cfy'4c. r Ncr Drs■r CApnct C L. C. C C' C . c._•. C C, C See_ 4771CiS7j ;3av iq;Z lru cover'') •30o I (D4-L) L e 2: MC • 51)4 $!i N LC. I • ii C 107,2. ,1'ro3 F0 = )80 )(41°s 4 = 3,000 psi; w =150 pcf Min. cover =3" f, = 60 ksi 50 TON STEEL PILES use 4 = 10' Minimum Pile Diameter = It in. Edge E = 15' spaced at 3' -0' capacity for unfactored, service (0 + L) See Fig. 1 PILES COLUMN PILE CAP GRADE 60 REBARS SHEAR ' V„/ +V. Max. No. Load Min. Long Short Con- Long Min. Short Min. Steel Beam Slab of P. Size A B crete A -Bars A, B -Bars A, Wt. One- Two - Piles (net) * ** • ** D ** (1) (2) (1) (2) (3) Way Way per cap (k) (in.) (ft-in.) (ft-in.) (in.) (c.) No. Size (in. No. Size (in. (tons) Ratio Ratio 2 309 10 5- 6 2- 6 P .} In N.-4 NP 1. iO anM in 01 02 t.Gop 03 ty 02 NJ M M M M V V V .f V J Ul V1 v 1n N In Y1 Y1 In .0 Y1 .O V1 'O tO 1O 1.7 8 HI 5 2.46 5 HI 4 0.00 0.031 0.853 0.974 3 466 13 5- 6 5- 2 2.2 7 H/ 5 1.99 3 -WAYS 0.068 0.627 0.972 1 -6 1 -7 4 619 13 5- 6 5- 6 3.2 12 HI 6 5.42 12 HX 6 5.42 0.114 0.598 0.946 5 767 14 6-'9 6- 9 5.1 16 H/ 6 7.19 16 HI 6 7.19 0.182 0.874 0.794 6 917 16 8- 6 5- 6 6.5 17 HI 6 7.67 19 Hi 6 8.26 0.210 0.968 0.462 7 1064 19 8- 6 7- 9 8.5 18 HI 6 7.82 17 HI 6 7.71 0.236 0.491 0.960 8 1225 18 8- 6 7- 9 8.3 22 HI 6 9.80 24 HI 6 10.50 0.309 0.839 0.813 9 1376 19 8- 6 8- 6 9.8 26 HI 6 11.58 26 HI 6 11.58 0.364 0.911 0.919 10 1525 20 11- 6 7- 9 11.6 10 X10 12.42 24 HI 6 10.72 0.391 0.579 0.985 11 1676 21 11- 6 7- 9 12.9 13 1 9 13.35 28 HI 6 12•.27 0.424 0.923 0.962 12 1808 22 11- 6 8- 6 17.2 16 1 9 16.13 32 HI 6 14.16 0.523 0.409 0.632 13 1952 23 12 -11 8- 6 19.7 13 010 16.44 20 1 8 16.18 0.561 0.995 0.474 14 2128 24 11- 6 10- 9 17.2 16 1 9 16.41 18 19 17.65 0.613 0.999 0.982 15 2257 24 12 -11 11- 6 22.0 16 010 19.95 21 0 9 21.16 0.820 0.637 0.993 5 -11 7- 6 16 2414 25 11- 6 11- 6 22.4 21 19 20.90 21 1 9 20.90 0.785 0.422 0.772 17 2577 26 12-11 11- 6 22.0 16 110 19.95 21 0 9 20.83 0.820 0.985 0.820 5 -11 7- 6 18 2707 27 12 -11 11- 6 26.6 17 010 22.25 21 X 9 20.87 0.847 0.983 0.788 19 2859 27 13- 9 11- 6 27.8 18 110 22.41 24 19 24.16 0.962 0.992 0.812 20 3003 28 14- 6 11- 6 30.4 15 011 23.65 25 1 9 25.61 1.025 0.946 0.972 21 3150 29 13- 9 13- 9 32.4 21 I10 27.00 21 010 27.00 1.197 0.916 0.599 11- 0 3- 5 22 3318 29 14- 6 12 -11 31.0 16 X11 24.95 21 010 27.23 1.156 0.950 0.990 10- 6 5 -11 23 3450 30 14- 6 13- 9 35.5 18 Ill 28.76 23 X10 29.55 1.325 0.871 0.958 10- 6 6- 9 24 3608 31 14- 6 13- 9 35.7 18 011 27.52 22 110 28.32 1.297 0.966 0.842 26 3886 32 15 -11 14- 6 42.2 20 011 31.38 21 011 32.57 1.600 0.767 0.986 8 -11 10- 6 28 4189 33 15 -11 14- 6 44.9 21 111 33.61 26 010 33.08 1.643 0.858 0.970 30 4470 34 17- 6 14- 6 50.9 24 Ill 38.33 29 010 37.77 1.957 0.844 0.982 r • Concrete columns -side dimension of square column. Steel columns, b or t + 0.5 X sum of overhangs to edges of base plate. For 3 -Pile and 7 -Pile caps only, diameter -of equivalent area round column. •• See detail layouts for clipped corner pile cap layouts. Concrete quantities based on clipped corners. (1) "H" -Hook both ends of all bars 180 ° . (2) See interpretation of code requirements. Colt. A (4 /3)A 0.0033 bd; 0.0018 bh. (3) Total steel, long plus short bars. For 3 -Pile cap, total of 3 bands. 0 Z rs 7m If rn se z 0 as an z 0 H z • c -4 m r l =3,000 psi; w =150 pcf f, = 60ksi Minimum Pile Diameter = 8 in. spaced at 3' -0' PILES No. of Piles per cap 2 3 4 5 6 7 a 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 28 30 COLUMN Max. Load P (net) (k) 246 370 493 608 726 845 972 1089 1206 1331 1442 1549 1690 1790 1921 2038 2152 2261 2376 2492 2632 2728 2852 3080 3307 3540 Min. Size * (in.) 10 11 12 13 14 17 16 17 18 19 19 20 21 22 22 23 24 24 25 25 26 27 27 28 29 30 PILE CAP Long I • • (ft-in.) 5 5 1 5 6 8 8 8 8 11 11 11 12 11 12 5 11 12 5 12 13 14 13 11 14- o 10- 6 14- 6 10- 6 14- 6 15 -11 8-11 15 -11 17- 6 Short B ** (ft-in.) i:- 6 5- 2 7 5- 6 5- 9 5- 6 7- 9 7- 9 5- 6 7- 9 7- 9 5- 6 8- 6 1- 9 1- 6 7- 6 1- 6 1- 6 7- 6 1- 6 1- 6 1- 6 3- 9 3- 5 ,2-11 5 -11 13- 9 6- 9 13- 9 14- 6 10- 6 14- 6 14- 6 D (in.) 34 31 31 35 44 38 39 43 41 43 48 52 41 48 48 51 51 54 55 56 53 58 55 57 60 59 Con- crete ** (c•y.) 1.4 2.0 2.9 4.9 6.3 7.7 7.9 9.6 11.3 11.8 14.5 17.6 15.6 19.9 19.6 21.2 23.4 26.4 28.3 30.2 28.3 33.2 33.8 38.1 42.7 46.2 40 TON STEE PILES capacity for unfactored, service (D +1) GRADE 60 REBARS Long A -Bars (1) No. Size 8 HI 5 4 HI 6 11 HI 6 14 HI 6 14 HI 6 16 21 H/ 6 22 HI 6 8 #10 12 0 9 10 010 14 1 9 12 010 14 X10 18 X 9 15 110 15 010 16 110 13 111 19 010 14 111 17 X11 16 011 18 011 19 011 22 011 Min. A, (2) (in. 2.37 1.78 4.76 6.31 6.31 7.25 9.08 9.77 10.20 12.06 13.04 14.43 15.08 17.65 17.68 19.03 19.03 20.41 20.84 24.80 22.37 26.56 24.91 28.74 29.17 34.82 Short B -Bars (1) No. Size 11 HI 6 14 HI 6 18 HI 6 16 HI 6 22 HI 6 22 HI 6 23 HI 6 25 HI 6 27 HI 6 18 1 8 16 X 9 19 X 9 18 X 9 18 0 9 20 0 9 21 1 9 22 0 9 19 110 19 010 21 010 • 20 010 19 I11 20 I11 21 111 Min. A, (2) (in. 5 Htl 4 0.00 3 -WAYS 4.76 6.31 8.08 6.98 9.77 9.77 10.18 11.15 11.92 14.51 16.41 19.20 17.68 17.65 20.00 20.88 22.63 24.80 24.33 26.86 25.49 29.21 31.12 33.52 Steel Wt. (3) (tons) 0.031 0.057 0.105 0.159 0.184 0.215 0.289 0.308 0.338 0.386 0.426 0.488 0.563 0.729 0.673 0.737 0.775 0.849 0.895 1.083 1.028 1.231 1.165 1.444 1.522 1 .775 Min. cover = 3' Use d< =10' Edge E = 15' See Fig. 13-4 SHEAR V . / +V Beam One - Way Ratio 0.956 0.775 0.762 0.859 0.968 0.707 0.967 0.909 0.621 0.813 0.997 0.923 0.883 0.673 0.985 0.787 0.903 0.835 0.944 0.764 0.961 0.711 0.813 0.633 0.716 0.741 Slob Two - Way Ratio 0.938 0.952 0.965 0.688 0.399 0.985 0.748 0.795 0.852 0.954 0.881 0.747 0.994 0.993 0.844 0.992 0.970 0.973 0.920 0.988 0.975 0.987 0.986 0.995 0.881 0.979 * Concrete columns -side dimension of square column. Steel columns, b or t + 0.5 X sum of overhangs to edges of base plate. For 3 -Pile and 7 -Pile cops only, diameter -of equivalent area round column. •* See detail layouts for clipped corner pile cap layouts. Concrete quantities based on clipped corners. (1) "H" -Hook both ends of all bars 180 °. (2) See interpretation of code requirements. Calc. A,; (4/3)A,; 0.0033 bd; 0.0018 bh. (3) Total steel, long plus short bars. For 3 -Pile cap, total of 3 bands. r r . ,--, n ' -' � (" r1 t ° ('' NELSON- BOURDAGES Consulting Engineers a Division ofPoggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828.4850 Made by Date 1 /2 9R095" Checked b Date 1 JobNo. Sheet No F - q . Description , Job Name C1coDW Ti l, - g}CIP. VIL•'w "11 Spretvo eerrriv }y� CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS C = 3,000 psi f„ = 60,000 psi FACTORED SOIL PRESSURE 4,800 psf (SAFE BEARING PRESSURE 3,000 psf) MIN. BARS EACH WAY FACTORED SIZE B THICK- COL. MAXIMUM WEIGHT VOLUME OF COLUMN NESS SIZE SPACING OF BARS CONCRETE CAPACITY (IN) (IN) (NO -SIZE) (IN) (LBS) (CU. YD.) (KIPS) 4'- 6" 12 10 6 -# 4 9.6 32 0.8 93 5'- 0" 12 10 7 -1 4 9.0 42 0.9 115 5'- 6" 13 10 6 -1 5 12.0 63 1.2 138 6'- 0" 14 10 7 -1 5 11.0 80 1.6 164 6'- 6" 16 10 6 -# 6 14.4 108 2.1 191 7'- 0" 17 10 6 -# 6 15.6 117 2.6 221 7'- 6" 18 10 7-# 6 14.0 147 3.1 252 8'- 0" 19 10 6 -1 7 18.0 184 3.8 286 8'- 6" 20 10 7 -1 7 16.0 229 4.5 322 9'- 0" 21 10 10 -1 6 11.3 255 5.3 359 9'- 6" 22 10 9-# 7 13.5 331 6.1 398 10'- 0" 24 10 9 -1 7 14.3 350 7.4 438 10'- 6" 25 10 10 -1 7 13.3 409 8.5 481 11'- 0" 26 11 8 -1 8 18.0 449 9.7 526 11'- 6" 27 11 9 -1 8 16.5 529 11.0 572 12'- 0" 27 12 10 -# 8 15.3 614 12.0 623 12'- 6" 28 12 11 -1 8 14.4 705 13.5 673 13'- 0" 29 13 12 -1 8 13.6 801 15.1 725 13'- 6" 30 13 10 -# 9 17.3 884 16.9 779 14'- 0" 31 14 11 -# 9 16.2 1010 18.8 834 14'- 6" 32 14 12 -1 9 15.3 1142 20.8 891 15'- 0" 33 14 12-# 9 15.8 1183 22.9 950 15'- 6" 34 15 13 -1 9 15.0 1326 25.2 1010 16'- 0" 35 15 14 -# 9 14.3 1476 27.7 1072 16'- 6" 36 16 15 -1 9 13.7 1632 30.3 1135 17'- 0" 37 16 15 -1 9 14.1 1683 33.0 1200 17'- 6" 37 17 13- 110 17.0 1902 35.0 1272 18'- 0" 38 17 14 - 110 16.2 2108 38.0 1340 18'- 6" 39 18 15 - #10 15.4 2324 41.2 1409 19'- 0" 40 18 15 - 110 15.9 2388 44.6 1480 19'- 6" 41 18 16 - 110 15.2 2616 48.1 1552 20'- 0" 42 19 17 - 110 14.6 2853 51.9 1626 CONCENTRICALLY LOADED INDIVIDUAL SQUARE FOOTINGS f', = 3,000 psi f„ = 60,000 psi FACTORED :SOIL PRESSURE 6,400 psf (SAFE BEARING PRESSURE 4,000 psf) MIN. BARS EACH WAY FACTORED SIZE B THICK- COL. MAXIMUM WEIGHT VOLUME OF COLUMN NESS SIZE SPACING OF BARS CONCRETE CAPACITY (IN.) (IN) (NO :SIZE) (IN) (LBS) (CU. YD.) (KIPS) 4'- 6" 12 10 7 -1 4 8.0 37 0.8 125 5'- 0" 14 10 5-# 5 13.5 47 1.1 154 5'- 6" 15 10 6 -1 5 12.0 63 1.4 186 6'- 0" 16 10 6 -# 6 13.2 99 1.8 220 6'- 6" 18 10 6 -1 6 14.4 108 2.3 257 7'- 0" 19 10 7 -1 6 13.0 137 2.9 297 7'- 6" 20 10 6 -1 7 16.8 172 3.5 340 8'- 0" 22 10 9 -# 6 11.3 203 4.3 385 8'- 6" 23 10 10 -1 6 10.7 240 5.1 433 9'- 0" 25 10 11 -# 6 10.2 281 6.3 483 9'- 6" 25 11 10 -1 7 12.0 368 7.0 538 10'- 0" 26 12 8 -# 8 16.3 406 8.0 595 10'- 6" 28 12 9 -1 8 15.0 481 9.5 652 11'- 0" 29 13 12 -1 7 11.5 515 10.8 713 11'- 6" 30 13 11-# 8 13.2 646 12.2 777 12'- 0" 31 14 11 -# 8 13.8 676 13.8 843 12'- 6" 32 14 12 -1 8 13.1 769 15.4 913 13'- 0" 33 15 13 -1 8 12.5 868 17.2 984 13'- 6" 34 15 15 -1 8 11.1 1041 19.1 1058 14'- 0" 35 16 12 -1 9 14.7 1102 21.2 1134 14'- 6" 36 16 13-# 9 14.0 1238 23.4 1213 15'- 0" 37 17 11 - 110 17.4 1373 25.7 1294 15'- 6" 38 17 12 - 110 16.4 1549 28.2 1378 16'- 0" 39 18 13- #10 15.5 1734 30.8 1464 16'- 6" 41 18 13- 110 16.0 1790 34.5 1547 17'- 0" 41 19 14 - 110 15.2 1988 36.6 1642 17'- 6" 43 19 15 - 110 14.6 2195 40.6 1730 18'- 0" 43 20 16 - 110 14.0 2410 43.0 1830 18'- 6" 45 20 17 - 110 13.5 2633 47.5 1921 r 19'- 0" 45 21 18- #10 13.1 2866 50.1 2026 19'- 6" 47 21 18 - 110 13.4 2943 55.2 2121 20'- 0" 47 22 20 - 110 12.3 3356 58.0 2231 . r'_ 0 0 z 0 m m m z 0 0 z T , ,- r., _ r -. r r r n f r rl n NELSON-BOURDAGES • Consulting Engineers a Division of Poggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828-4850 Made by Date I W Job No. 910 95— Checked by Date Sheet No . Description Job Name e xoDos 77. - p4ci.pil V au . 4 tv 1 I Fron-)- • C. C rArka. nioA) 012- = H ;fij 1 A , i r : .; i l tr:r . to in 7 1 • : _ . , , . i s . : C 1 — i I (es- 1) F 1 - ?(L. s 1) - - / q '. lc i l os ,. .. , . . .. i i ' i. . - - .. • . ! t , ,,,, wet, ' , 3 ...._.. p ,,l - ' /Of .i; .ro ) k' s - ii fe 7 ,, ., Ar440 risferL . ;::. :- • '• 3 . gSP. ; ■ C Z D Z. L r - A- §—q- - EFFeecn4- ty1-1), A • . .• • • .NELSON-BOURDAGES ' Consulting Engineers , a Divislori ofPoggemeyer Design Group, Inc. . 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828.4850 . Made by . 61 9 Date i — Job No.. Checked by Date Sheet No. .-- , . Description Job Name r'l - . ilict Pi b 'View blZ A - &PULS WAll rtX77 C C C C _ . .„fr lazi)cze)(‘ ? s) 160 le4f3 .1 • 'I: I ';' • '' ' — : 7."- I. ; I fr. I_f ere f6 v. • , : - ■ IZA:th... 1 Fbc,rzn7r9 " • . Z,31 I<V2S ; ; t , •• ; • 1. ' . ! I. .„ . 1 7 4- f7 k cl s y,_ 26 2; yap ( .Y1z)(14 )(iz.) = tir d S flow-Ad' ". 3 (C ).'ii)1'°)(.o ; 1 ‚2_ if - Fa i frOd (3p,v0; 014 bv, n 3o r/(k • , Inir" OK /A// qt .„ \ • NELSON - BO Engineers URDAGES . Consulting a Division ofPon emeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by IA Date , / / 11211(0'0 job No. 9s p o pr . Checked by ' ' Date Sheet No. r-7-8 Description Job Name o vals .7 __ n .1. a lt, A m c,F ic vieur vi rotoogrierfq • t 4 t C C ' W 1711 171 /V5kr; pkiik AP':) ry2,gyne;p, en; F-../eple ?.:. 66 coi.u,4,1)! , i;ucil 13e_ dirit irtefws ••'.' •:.- ...• .• : : • • , e4,443 e -' i , 'rli e - 1 t utti i(• . e ':, cq!").rfiy• ...',/a).ti: . 6. i .,:., .. ....,. ..... _..., ..... 1 • . l'irt;pyre ; & Ao.r Roe"( • .i tOtIlt1ou3 ON ( , 8. ; ...,. 1 ,,. : .....• i., 1 , i _ L ,,, , 1. - .1.. i • .. ' • .', . . ! .1 ; ' • • . • • . .. . ... ,....Li...,.....t...•. Will fit hot .-bije( egt51..0 ,i layn S .1 RAO . ' Ira, • ' ' , • ..:. . ,i••-..• ; ..f.. .1 '1•%_:n '-% LI i ■ : . ' .! I I ' s !. . i: • . .. ; .; ' • i • ,- .! - !. I VT.Dl v.! I ' i. I . . • . . , . . . . . . . : .. . . . ; ;--' : . 'i ' - i • .. :. ';•••. .-.'- .. .,"-'.... i ..— ;'. ' '. .,. I . • i : i . , i• • •' ' .; -''' ". ;. .', •. ; ' ..; i '' ' , 1 '.. ' :' '. ........., ..... .. ...... .., .. . I....! .. '1 ... '1.''; ! . ■ , •• , f ' ' i laiI2 .: lifP7os :• rev.-1 i .., Z ' cl Fkree. , Elt;.imbvr Aikr /selF cdf . t• „ . r ... •• ' oto an) RAM Frame V6.0 Analysis Mode CNELSON-BOURDAGES (DataBase: bidgal , 01/04/80 10:04:46 Cr C C. Cv CRITERIA: Rigid End Zones: Member Force Output: P- Delta: Yes Diaphragm: Rigid Ground Level: Base Cr L C: C. C: C. C.. C. C C. C. C, C. C C RAMFRAME V6.0 - Story. Shears NELSON - BOURDAGES • • DataBase: bldgal Load Case: Rl Level ROOF 3RDFL 2NDFL Load Case: Si Level ROOF 3RDFL 2NDFL Load Case: Level ROOF 3RDFL 2NDFL Load Case: Level ROOF 3RDFL 2NDFL Load Case: Level ROOF 3RDFL 2NDFL Load Case: W1 Level ROOF 3RDFL 2NDFL DeadLoad RAMUSER Shear -X kips 0.00 0.00 0.00 earthqk EQ_UBC94_X_ +E_F Shear -X Change -X kips 290.51 768.67 1026.35 S2 earthqk EQ_UBC94_X_ -E_F Shear -X Change -X kips kips 290.50 290.50 768.62 478.12 1026.38 257.76 S3 earthqk EQ_UBC94_Y_ +E_F Shear -X kips 0.00 -0.05 0.03 S4 earthqk EQ UBC94_Y_ -E_F Shear -X Change -X kips 0.01 0.07 -0.04 wind Wind_UBC94_2_X Shear -X Change -X kips 24.83 77.38 113.95 01/05/80 13:33:00 Ignore Effects At Face of Joint Scale Factor: 1.00 Change -X kips 0.00 0.00 0.00 _. _ki 290.51 478.16 257.69 Change -X kips 0.00 - 0.05 0.08 kips 0.01 0.05 - 0.11 kips 24.83 52.55 36.57 Shear -Y kips 0.00 0.00 0.00 Shear -Y kips 0.01 0.01 0.00 Shear -Y kips 0.00 0.00 -0.01 Shear -Y kips 290.63 769.65 1026.74 Shear -Y kips 290.65 769.68 1026.75 Shear -Y kips 0.00 0.00 0.00 Change -Y kips 0.00 0.00 0.00 Change -Y kips 0.01 0.00 -0.01 Change -Y kips 0.00 0'.00 -0.01 Change -Y r9 7.09 0.63 _ kips 9.02 Change -Y kips 290.65 479.03 257.07 Change -Y kips 0.00 0.00 0.00 RAMFRAME V6.0 Sto Shea NELSON- BOURDAGES DataBase: bldgal Load Case: W2 wind Level ROOF 3RDFL 2NDFL Load Case: S5 quake Level ROO F 3RDFL 2NDFL Load Case: S6 quake EQ UBC97_X_ -E F Level Shear -X Change -X Shear -Y kips kips kips ROOF 316.91 316.91 0.00 3RDFL 838.49 521.58 0.00 2NDFL 1119.69 281.19 -0.01 Load Case: S7 quake LEQ UBC97 Y +E F Level ROOF 3RDFL 2NDFL Load Case: S8 Level ROOF 3RDFL 2NDFL mad Case: Lev ROOF 3RDFL 2NDFL Load Case: D2 Level respon ROOF 3RDFL 2NDFL BAS SHEAR (Dynamic Wind_UBC94_2_Y Shear -X kips 0.00 0.01 - 0.01 EQ UBC97 X_ +E_F Shear -X Change -X kips ._ .__kips_ 316.92 316.92 ' 838.55 521.63 97 y. 1119.66 281.11 Shear -X kips 0.00 - 0.05 0.03 D1 respon Dyn_CQC_X Shear -X kips 1239.71 3304.96 kips 62.10 151.35 196.76 Load Cases) 01/05/80 13:33:00 Change -X kips 0.00 0.01 -0.02 Change -X kips 0.00 -0.05 0.09 quake EQ_UBC97_Y_ -E F Shear -X Change -X kips kips 0.02 0.02 0.07 0.06 - 0.05 -0.12 697 UBC Shear -Y kips 61.27 180.94 289.73 Shear -Y kips 0.01 0.02 -0.01 Shear -Y kips 917.05 839.6 1120.08 Shear -Y kips 317.07 839.65 1120.09 Change -X Shear -' kips _ 1239.71 ....- 45.86 2065.25 -- 145.80 `ti3,668.83 L63': 88 196.82 Dyn_C)64, S ai=X '\.Change -X Shear -Y skips kips 62': i.10 1395.20 89.26 3748.46 45.41 "'- 4038.05 Page 2 L -3 Change -Y kips 61.27 119.67 108.79 Change -Y kips 0.01 0.00 -0.02 Change -Y kips 0.00 0.00 -0.01 Change -Y ki•s 317.05 522.57 97/ 280.46 Change -Y kips 317.07 522.58 280.44 Change -Y kips 45.86 99.94 51.02 Change -Y kips 1395.20 2353.26 289.59 6 .<; r o S WI .X46 % r • W1eX46 8 E t c L iel 1 Y .r • • • 90 n II I. • '11 I. , I It'..1.11 1 .. It, t 1:: t! 1 : , I I , 0 I , 1, . — ' 1 i 1 'I 1,, 1 4. , Ii tai il.c0; ' I „ , : if .. ' i t 9 Il d!% 1. 'i ill . 'ii i' ' ffq 1. ,, ;f: ; I I il ''i'i , mr 1, it ,. ,, i t: , t. 1: I i -It 1,1 , :::.A--. 11 :, 0 , , i 1 , iiip li I 1 : 1 , , I , 1201 • - .,' 1 li A 1 ' ; i: IrataBase: bldgal IC • . C C C- C C C C a - -- RAM Frame V6,0 - Basic Post-Processor VELSON-BWRDAGES WIBX 01/04/80 08:58:53 2 • • co 3 0 ' . co ...' , k .I.. 7\ CP 88 th co 58 IR+ 10 14*00 0, 011;1 .,, ijI 11 ililt ,[ •••',,:..! r' htAli.1'..4 I -..0.:, !:,• I :i• .1„ Hia,i',... , =12..o p ' / 4'1 !!! 4! !!„. p- q .• . ! !!! ! !•,,,;!: - ;',' :114 ,!!:!•t . ! .,: „ .. . , • •tf '•i•,, t = 12.0 t' • - - - . .. • ' ' .• ; CELSON-BOURDAGES CataBase: bldgal 01/04/80 08:58:53 Deflected Shape, Scale Factor: 100.00, Load Case: DeadLoad RAMUFR C: C. C. C C C RAM. Frame V6.0 - Analysis Mode • rcJ 6,-9> 6arne: At? 1 Hameln 88' 01 Cii L 16 18 9 36 38 '9 - ;,' +:;ii iih::Fii +; + 1!! '1 I 'r` E +' ;�iI !JI { r'! I u!t 111 L n l ri ; I I LI., { I 1 Val +YA. I f,,. l �i ' ! � � �� 1, + i G;`{ +1 + :;i rji, N !, rn' .! it �'� r,,1 t auj II11I' I li�ilt! i { ; , f i + ' j [ul � t Iti il u 1 7 i u cri t II , 1 t�C I+ i f + .1 l'I, .+ ' 1 , ,; l i � t l'( }Ili , 1l I f 1 � It, I ' ! � +� i. ! ! ' f' 111 ••! , . I t ,i IL: r[ + ■ } I{ t, RAM Frame V6.0 Analysis Mode CIELSON- BOURDAGES CDataBase bldgal 01/05/80 13:33:00 C C l _ FRS E S SHE 1997 v C + Lenocft c S ' • 172 K 175" x 110 -iaflm E .► , NOD L75 113 0 0 6 11i Fa-3 RAMFRAME V6.0 - 1Frame Story Sheus.1 NELSON - BOURDAGES f DataBase: bldgal 01/05/80 13:33:00 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P- Delta: Yes Scale Factor: 1.00 Diaphragm: Rigid Ground Level: Base a a S • S S S • • S S • S I Load Case: R1 Level ROOF 3RDFL 2NDFL Load Case: S1 Level ROOF 3RDFL 2NDFL Load Case': Level ROO F 3RDFL 2NDFL Load Case: Level ROOF 3RDFL 2NDFL Load Case: Level ROO F 3RDFL 2NDFL Load Case: W1 41 Level ROO F 3RDFL DeadLoad RAMUSER Shear -X kips 0.00 0.00 0.00 Change -X kips 0.00 0.00 0.00 earthqk EQ UBC94_X_ +E_F Shear - -X Change -X kips kips - 0.49 -0.49 6.40 6.88 0.00 -6.40 S2 earthqk EQ UBC94_X_ -E_F Shear - -X Change -X kips - 0.48 6.04 0.00 kips - 0.48 6.52 -6.04 3 earthqk EQ_UBC94_Y_ +E_F Shear -X Change -X kips - 0.08 - 0.52 0.00 wind Wind_UBC94_2_X Shear -X kips -0.08 0.64 kips - 0.08 - 0.44 0.52 S4 earthqk EQ UBC94_Y_ -E_F Shear - -X Change -X kips kips -0.11 -0.11 0.36 0.47 0.00 -0.36 Change -X kips - 0.08 0.72 Shear -Y kips - 0.01 0.00 -0.01 Shear -Y kips - 19.75 - 49.55 162.56 Shear -Y kips -5.72 - 12.71 225.38 Shear -Y kips 157.63 419.58 579.60 Shear -Y kips 123.06 328.75 417.68 Shear -Y kips - 0.43 - 2.84 Change -Y. kips - 0.01 0.01 - 0.01 Change -Y kips -19.75 -29.81 212.12 Change -Y kips • - 5.72 -6.99 238.09 Change -Y ___kips - 157.63 261.95 160.02 Change -Y kips 123.06 205.69 88.94 Change -Y kips - 0.43 - 2.40 F2 - .... _: ..... _..._:.... .....'.. ...:...._....._. ...�............:.www+�.�.sw RAMFRAME V6.0 - Frame Story NELSON- BOURDAGES DataBase: bidgal 2NDFL (_ Level C ROOF 3RDFL 2NDFL 0.00 01/05/80 13 :33:00 -0.64 24.18 Load Case: W2 wind Wind UBC94_2_Y Level Shear -X Change -X Shear -Y Change -Y kips kips kips kips C ROOF -0.04 -0.04 27.47 27.47 3RDFL 0.08 0.12 78.63 51.15 C 2NDFL 0.00 -0.08 121.03 42.40 C; Load Case: S5 quake EQ_UBC97X+E F _ _ Level Shear -X Change -X Shear -Y Change -Y C kips kips kips kips s ROOF -0.53 -0.53 . -21.54 -21.54 E C 3RDFL 6.98 7.51 -54.06 -32.52 6 2NDFL 0.00 -6.98 177.34 231.40 !. Load Case: S6 quake EQ_UBC97 X -E F Level Shear -X Change -X Shear -Y Change -Y C. kips kips kips kips i ROOF -0.52 -0.52 -6.24 -6.24 C. 3RDFL 6.59 7.11 -13.87 -7.63 2NDFL 0.00 -6.59 245.87 259.74 Load Case: S7 quake (EQ UBC97_Y +E F -- - v vac Level . Shear -X Change -X Shear -Y Change -Y kips kips kips _ ki- ROOF -0.09 -0.09 171.96 3RDFL -0.57 -0.48 457.72 2NDFL 0.00 0.57 632.30 Load Case: S8 quake EQ_UBC97_Y_ -E F Shear -X Change -X Shear -Y kips kips kips -0.12 -0.12 134.24 0.39 0.51 358.63 0.00 -0.39 455.66 C Load Case: D1 respo nCQCX ___ ___ - - -- Level Shea Change -X .hear -Y Change -Y C kips kips - - ' ---y kips kips C ROOF 3.04 �--- .e 142.32 142.32 3RDFL 28.82.- 25.79 496.85 354.53 (,. 2NDFL ____ -28.82 . 79 151.89 C, Load Case: D2 respon - -Dyn_.QQC_Y Level Shear -X - "' Change -X Sh a -Y kips kips kips kips ROOF 0.58 9. 8 646.72 646.72 3RDFL 1.72._,- 1.14 1746.27 1099.55 2NDFL .0.00 -1.72 .76 144.49 Page 2 27.02 Change -Y kips 134.24 224.39 97.02 F2-S • C- C C C C. ,litgrX1 ' •RAM Frame V6.0 -*MAMEAMEMBERMEORGSeSUMMARY • NELSON-BOURDAGES DataBase: bldgal. CRITERIA: Rigid End Zones: C. Member Force Output: P-Delta: Yes Diaphragm: Rigid Ground. Level: Base LOAD CASES: R1 DeadLoad Si earthqk • S2 earthqk S3 earthqk S4 earthqk • W1 wind W2 wind S5 quake S6 quake • S7 quake S8 quake D1 respon D2 respon Frame #1: Level: ROOF Steel Column: # LdC @ kips R1 T 0.00 Si B T 0.29 B S2 T 0.33 B S3 T 0.60 B S4 T 0.51 C. B W1 T 0.02 B W2 T 0.11 B S5 T 0.32 B S6 T 0.36 C- B T 0.66 B S8 T 0.56 Mmajor kip-ft 0.00 -0.00 - 6.76 - 6.99 - 6.38 -6.62 0.93 - 0.33 -0.01 -1.26 - 0.50 - 0.89 0.07 -0.36 - 7.38 -7.63 - 6.96 -7.22 1.02 -0.36 -0.01 01/05/80 13:33:00 Ignore Effects At Face of Joint Scale Factor: 1.00 RAMUSER EQ_UBC942(_+E_F EQ_UBC94_X-E_F EQ_UBC94_Y_+E_F EQ UBC94 Y -E F Wind_UBC94_2_Y EQ_UBC97_X_+E_F EQ_UBC97_X_-E_F EQ_UBC97_y_+E_F EQ_UBC97_Y_-E_F Dyn_CQC_X DynCQCY Mminor kip-ft - 0.00 -0.00 1.15 -1.01 0.66 - 0.83 -5.22 1.56 -4.00 1.10 0.05 -0.05 -0.88 0.19 1.25 - 1.11 0.72 - 0.91 - 5.69 1.70 - 4.37 Vmajor kips - 0.00 - 0.00 - 0.02 -0.02 -0.02 - 0.02 - 0.10 - 0.10 -0.10 -0.10 -0.03 -0.03 -0.03 - 0.03 -0.02 - 0.02 Vminor kips 0.00 0.00 -0.17 - 0.17 -0.12 - 0.12 0.54 0.54 0.41 0.41 - 0.01 - 0.01 0.09 0.09 -0.19 - 0.19 -0.02 -0.13 -0.02 -0.13 - 0.11 0.59 -0.11 0.45 Tors kip-ft 0.00 0.00 - 0.00 -0.00 0.00 0.00 0.00 0.00 -0.00 - 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 -0.00 FR.-6 c DataBase: bldgal D1 T B D2 T B 5 S1 'T B S2 T B S3 T B S4 T W1. T. W2 'T B S5 T B S6 T B --+> S7 T B S8 T B D1 T B D2 T B R1 T OJ B S1 T B S2 T B S3 T � B S4 T B W1 T (. B W2 T L B S5 T B S6 T t P 1.20 2.64 - 0.00 0.23 0.17 - 0.59 -0.43 0.01 -0.10 0.25 0.18 -0.64 - 0.47 1.10 2.29 0.00 0.04 - 0.00 - 0.48 -0.37 - 0.00 -0.08 0.04 - 0.00 RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY NELSON - BOURDAGES II mmr - 1.37 28.20 34.83 1.87 5.55 - 0.00 0.01 1.51 0.62 0.44 0.57 - 12.03 -0.47 - 9.38 - 0.34 0.01 0.14 - 2.04 - 0.33 1.65 0.68 0.48 0.62 -13.13 - 0.51 - 10.23 - 0.37 9.65 10.60 49.36 13.53 0.01 0.00 0.48 2.01 - 0.06 0.85 - 6.24 -13.07 - 4.91 - 10.22 -0.03 0.19 - 1.04 - 2.62 0.52 2.19 - 0.07 01/05/80 1.20 6.30 4.30 21.13 7.08 - 0.00 0.00 0.00 3.37 0.00 3.23 - 0.00 -0.23 0.00 0.12 0.00 0.37 - 0.00 0.04 0.00 3.68 0.00 3.52 - 0.00 -0.26 0.00 0.13 0.00 15.46 0.00 0.91 0.00 0.00 - 0.00 3.20 0.00 3.17 - 0.00 -0.06 -0.00 0.03 0.00 0.36 -0.00 0.01 - 0.00 3.49 0.00 13:33:00 Ntwor - 0.11 1.49 1.49 0.53 0.53 0.45 0.82 0.82 2.21 2.21 0.00 0.00 0.00 0.00 - 0.07 0.24 - 0.07 0.24 0.01 0.23 0.01 0.23 0.93 -0.02 0.93. -0.02 0.72 0.01 0.72 0.01 0.01 0.03 0.01 0.03 0.14 0.00 0.14 0.00 - 0.08 0.26 - 0.08 0.26 0.01 0.25 0.01 0.25 1.0 1701. -0.02 0.79 0.79 0.83 0.83 4.13 4.13 - 0.00 - 0.00 0.12 0.12 0.07 0.07 - 0.55 -0.55 -0.43 - 0.43 0.02 0.02 -0.13 -0.13 0.13 0.13 0.08 0.01 0.01 1.10 1.10 0.07. 0.07 0.00 0.00 0.23 0.23 0.23 0.23 -0.00 -0.00 0.00 0.00 0.03 0.03 0.00 0.00 0.25 0.25 0.25 Page 1�rs -0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 -0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 -0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 0.00 0.00 -0.00 -0.00 - 0.00 -0.00 0.00 �L:*:{a "v1r.,ivnrlwr eaui.•imaswn.w++�.....� ....»... �., w. w. w., wxniwu��unn»eawai..R.« RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY Page 3 NELSON - BOURDAGES DataBase: bldgal 4- ---8 S7 T -0.52 B S8 T -0.41 B D1 T. 0.32 B D2 T 2.01 B Steel Beam:. # LdC @ ) R1 P Mmajor Mminor Vmajor Vminor Tors kips kip -ft kip -ft kips kips kip -ft 0.02 0.02 0.00 -0.00 0.00 -0.00 - 0.00 -0.00 -0.00 0.00 -0.00 if -0.02 -0.00 -0.00 -0.00 -0.00 -0.00 j -0.00 0.00 -0.00 -0.00 -0.00 S1 i -5.54 -1.54 0.00 0.21 0.00 -0.00 j' 0.03 0.00 0.21 0.00 -0.00 i' 5.54 0.03 -0.00 0.16 -0.00 -0.00 j 1.28 -0.00 0.16 -0.00 -0.00 S2. i -2.54 -0.87 0.00 0.12 -0.00 -0.00 j'. 0.01 -0.00 0.12 -0.00 -0.00 i' 2.54 0.01 .0.00 0.09 0.00 -0.00 j 0.75 -0.00 0.09 0.00 -0.00 S3 i. 32.75 6.99 -0.00 -0.99 -0.00 0.00 j' -0.29 0.00 -0.99 -0.00 0.00 i' -32.75 -0.29 -0.00 -0.68 -0.00 0.00 j -5.63 -0.00 -0.68 -0.00 0.00 S4 i 25.36 5.35 -0.00 -0.76 -0.00 0.00 j' -0.23 -0.00 -0.76 -0.00 0.00 i' -25.36 -0.23 0.00 -0.52 -0.00 0.00 j -4.31 -0.00 -0.52 -0.00 0.00 W1 i -0.21 -0.06 -0.00 0.01 -0.00 -0.00 j' -0.00 0.00 0.01 -0.00 -0.00 i' 0.21 -0.00 -0.00 0.01 0.00 -0.00 j 0.05 0.00 0.01 0.00 -0.00 W2 i 5.71 1.17 0.00 -0.17 0.00 0.00 j' -0.05 0.00 -0.17 0.00 0.00 i' -5.71 -0.05 -0.00 -0.11 0.00 0.00 j -0.95 0.00 -0.11 0.00 0.00 S5 i -6.04 -1.68 -0.00 0.23 0.00 -0.00 j' 0.04 0.00 0.23 0.00 -0.00 i' 6.04 0.04 0.00 0.17 0.00 -0.00 j 1.40 -0.00 0.17 0.00 -0.00 S6 i -2.77 -0.95 0.00 0.13 0.00 -0.00 j' 0.01 -0.00 0.13 0.00 -0.00 i' 2.77 0.01 0.00 0.10 0.00 -0.00 j 0.81 0.00 0.10 0.00 -0.00 01/05/80 13:33:00 0.93 3.46 0.08 _ 0.25 0.00 - 6.81 -0.00 C=60 0. ---- - 0,_00' 0.00 -14.26 -0.06 -0.60 -0.00 0.00 - 5.35 -0.00 -0.46 0.00 -0.00 - 11.15 0.03 -0.46 0.00 -0.00 2.41 0.00 1.64 1.02 0.00 22.46 14.22 1.64 1.02 0.00 22.48 0.00 2.92 0.05 0.00 57.02 0.70 2.92 0.05 0.00 FZ -8 RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY Page C NELSON- BOURDAGES DataBase: bidgal 01/05/80 13:33:00 ---? S7 i S8 i j ' D1 D2 i'. S1 i J'. i' J S2. i J' S3 i J ' C. J S4 i� j . C J W1 i J ' C J W2 i C J' i' j S5 i C 7• S6 i C: C 35.73 - 35.73 27.66 - 27.66 35.46 35.46 133.22 133.22 - 0.03 0.03 - 4.27 4.27 -0.30 0.30 45.60 - 45.60 35.82 -35.82 - 0.01 0.01 7.98 - 7.98 -4.66 4.66 -0.33 7.63 -0.32 - 0.32 -6.14 5.84 - 0.25 - 0.25 -4.70 8.28 0.22 0.22 6.92 28.28 1.20 1.20 22.80 - 0.01 - 0.00 - 0.00 0.01 - 0.37 0.09 0.09 - 0.08 0.12 0.08 0.08 - 0.48 5.57 - 0.11 - 0.11 - 4.98 4.38 -0.07 - 0.07 - 3.99 0.04 0.00 0.00 -0.05 0.90 - 0.01 -0.01 -0.85 -0.40 0.10 0.10 - 0.08 0.13 -0.00 - 0.00 0.00 -0.00 - 0.00 - 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00. 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 -0.00 - 0.00 - 0.00 - 0.00 - 0.00 0.00 -0.00 - 0.00 -0.00 0.00 0.00 -0.00 0.00 -0.00 0.00 - 0.00 - 0.00 0.00 0.00 0.00 - 1.08 - 1.08 -0.74 - 0.74 - 0.83 -0.83 - 0.57 - 0.57 1.16 1.16 0.85 0.85 4.02 4.02 2.74 2.74 0.00 0.00 0.00 0.00 0.04 0.04 - 0.01 - 0.01 - 0.00 -0.00 - 0.05 - 0.05 -0.48 -0.48 -0.41 - 0.41 -0.37 -0.37 - 0.33 - 0.33 - 0.00 -0.00 - 0.00 -0.00 -0.08 -0.08 -0.07 -0.07 0.04 0.04 - 0.02 - 0.02 - 0.00 0.00 0.00 - 0.00 - 0.00 - 0.00 - 0.00 - 0.00. -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 -0.00 0.00 0.00 - 0.00 - 0.00 - 0.00 - 0.00 -0.00 -0.00 - 0.00 - 0.00 - 0.00 - 0.00 0.00 0.00 -0.00 -0.00 0.00 0.00 - 0.00 - 0.00 0.00 0.00 0.00 -0.00 - 0.00 -0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10440.1.11.4W■411;40■12 _ ... C- C C C C C C. c C. Steel Brace: C. # LdC @ P Mmajor Mminor Vmajor Vminor Tors kips kip -ft kip -ft kips kips kip -ft C,` 15 R1 T 0.05 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 C S1 T 6.38 0.00 0.00 0.00 0.00 0.00 C B 0.00 0.00 0.00 0.00 0.00 S2 T 0.42 0.00 0.00 0.00 0.00 0.00 C- B 0.00 0.00 0.00 0.00 0.00 S3 T -68.43 0.00 0.00 0.00 0.00 0.00 C B 0.00 0.00 0.00 0.00 0.00 S4 T -53.75 0.00 0.00 0.00 0.00 0.00 C B 0.00 0.00 0.00 0.00 0.00 C W1 T 0.02 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 C W2 T -11.98 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S5 T 6.96 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 C S6 T 0.46 0.00 0.00 0.00 0.00 ,0.00 B -- 0.00 0.00 0.00 0.00 0.00 C. -P S7 T 74.65... 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 C S8 T -58.63 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 C D1 T 54.30 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 L. D2 T 282.47 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 C RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY Page 5 NELSON - BOURDAGES DataBase: bldgal 01/05/80 13:33:00 j' i' j S7 i 7 j S8 i j Di i it D2 i j'. i' J 0.33 49.75 -49.75 39.07 -39.07 36.22 36.22 188.24 188.24 0.09 0.09 - 0.52 6.08 - 0.12 - 0.12 - 5.44 4.78 -0.08 -0.08 - 4.35 3.47 0.42 0.42 2.37 23.59 0.67 0.67 21.10 -0.00 0.00 0.00 0.00 0.00 -0.00 - 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 - 0.05 - 0.05 - 0.52 - 0.52 - 0.44 - 0.44 - 0.41 - 0.41 - 0.36 -0.36 0.32 0.32 0.19 0.19 2.01 2.01 1.73 1.73 *101....1.00000. 0.00 0.00 0.00 - 0.00 -0.00 0.00 0.00 - 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 � � ^- [ ^- �� �� [ � (. ( �I T ( ^~ 8 Si T � S2 T ( ~' B S3 T L B S4 T � ~- 8 � VVI T � B [ W2 T ` B � S5 T 8 [ S6 T ' B � S7 T 8 ( S8 T B ( ' Si T B � T S3 T ` B S4 T VVI T �B W2 T S5 T ' B S6 T -- G7 T B S8 T B DI T 8 D2 T B - 0.05 -6.45 -0.48 68.52 53.81 -0.02 11.99 -7.04 -0.52 74.75 58.70 - 0.05 11.27 5.17 - 66.62 - 51.59 0.44 - ll.6l 12.29 5.64 / -_--' - 56.28 RAM Frame \/6.0 - FRAME MEMBER FORCE SUMMARY NELSON-BOURDAGES 01/05/80 I3:33:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0-00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o�J- ..- ,/ NELSON- BOURDAGES C. C~ 18 R1 T S1 T B C S2 T B L' S3 T B S4 T B W1 T B W2 T B S5 T B S6 T B S7 T B S8 T B D1 T B D2 T B C: L: Level: 3RDFL D1 T B D2 T B RAM Frame V6.0 -FRAME MEMBER FORCE SUMMARY DataBase: bidgal 01/05/80 13:33:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . '00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -11.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 5.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 66.99 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 51.86 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.44 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -12.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 5.67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 73.07 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27,Q.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Steel Column: # LdC @ P Mmajor Mminor Vmajor Vminor Tors kips kip -ft kip -ft kips kips kip -ft 55 Ri T 0.04 -0.00 -0.02 -0.00 0.01 0.00 B -0.00 0.06 -0.00 0.01 0.00 Si T 32.62 -31.02 3.15 5.96 -0.47 -0.00 B 53.79 -3.60 5.96 -0.47 -0.00 S2 T 35.84 -29.15 1.44 5.61 -0.19 -0.00 B 50.76 -1.26 5.61 -0.19 -0.00 S3 T 56.74 3.33 -19.01 -0.50 3.18 0.00 B -3.79 26.30 -0.50 3.18 0.00 S4 T 48.81 -1.28 -14.78 0.35 2.48 -0.00 B 3.69 20.54 0.35 2.48 -0.00 W1 T 3.14 -3.12 0.22 0.59 -0.03 -0.00 B 5.28 -0.22 0.59 -0.03 -0.00 FR -IZ RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY Page 8 Cy NELSON - BOURDAGES C. DataBase: bldgal 01/05/80 13:33:00 .-. W2 T 10.70 -0.30 -3.58 0.08 0.60 -0.00 B 0.79 4.94 0.08 0.60 -0.00 C S5 T 35.59 -33.84 3.44 6.50 -0.52 -0.00 B 58.68 -3.93 6.50 -0.52 -0.00 S6 T 39.09 -31.80 .1.57 6.12 -0.21 -0.00 C. B 55.37 -1.38 ,6.12_ -0.21 -0.00 ---i S7 T 61.90 3.64 -20.73 l -0-5_5.1 3.47 0.00 C B -4.13 28.69 -0.55 3.47 0.00 S8 T 53.25 -1.39 -16.13 0.38 2.70 -0.00 C B, 4.03 22.40 0.38 2.70 -0.00 D1 T 13 .9' 140.85 26.68 26.86 4.21 0.01 C B 241.52 33.37 26.86 4.21 0.01 D2 T 8.08 79.01 1.62 13.21 0.00 C B 15.73 109.26 1.62 13.21 0.00 t �' 58 R1 T -0.08 0.01 0.00 -0.00 -0.00 0.00 C. B -0.04 0.00 -0.00 -0.00 0.00 S1 T 5.10 5.71 3.37 -0.99 -0.22 -0.00 (_ B -8.45 -0.00 -0.99 -0.22 -0.00 S2 T 3.94 1.35 3.23 -0.24 -0.22 -0.00 B -2.00 0.00 -0.24 -0.22 -0.00 S3 T -10.60 -49.64 -0.23 8.64 0.02 0.00 B 73.43 0.00 8.64 0.02 0.00 S4 T -7.71 -38.91 0.12 6.77 -0.01 -0.00 B 57.52 -0.00 6.77 -0.01 -0.00 W1 T 0.35 0.35 0.37 -0.06 -0.02 -0.00 B -0.49 0.00 -0.06 -0.02 -0.00 W2 T -1.85 -9.39 0.04 1.63 -0.00 -0.00 B 13.81 -0.00 1.63 -0.00 -0.00 S5 T 5.57 6.22 3.68 -1.08 -0.25 -0.00 B -9.22 -0.00 -1.08 -0.25 -0.00 C S6 T 4.29 1.48 3.52 -0.26 -0.23 -0.00 B -2.18 -0.00 -0.26 -0.23 -0.00 C ._.._p S7 T -11.57 -54.16 -0.26 L.51:212._( 0.02 0.00 B 80.10 0.00 9.42 0.02 0.00 C S8 T -8.41 -42.45 0.13 7.38 -0.01 -0.00 C B 62.75 0.00 7.38 -0.01 -0.00 D1 T 6.'6 60.70 15.46 10.39 1.03 0.01 B 87.35 0.00 10.39 1.03 0.01 D2 T '0.3,9 207.37 0.91 36.00 0.06 0.00 C B 305.54 0.00 36.00 0.06 0.00 C C 59 R1 T B (. S1 T B S2 T B S3 T B 0.04 5.03 0.35 -53.76 0.01 0.00 -0.00 -0.00 -0.04 -0.00 -0.00 -0.00 4.58 3.20 -0.87 -0.21 - 7.84 0.00 -0.87 -0.21 1.40 3.17 -0.26 -0.21 - 2.30 -0.00 -0.26 -0.21 -36.34 -0.06 7.00 0.00 63.37 -0.00 7.00 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 - 0.00 0.00 0.00 F2- 13 :' 3tt4�9; a :i::itilFf'd+.3ky:n.UniM,'t+Nnlw '. xwin�. M.:«» n....w............„_.__..... . RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY Page 9 C NELSON - BOURDAGES 4 DataBase: bldgal 01/05/80 13:33:00 c( C C C. C C C S4 T -42.22 -28.49 0.03 5.49 B 49.73 0.00 5.49 W1 T 0.02 0.32 0.36 -0.06 B -0.50 -0.00 -0.06 W2 T -9.43 -6.93 0.01 1.32 B 11.92 0.00 1.32 S5 T 5.49 5.00 3.49 -0.95 B -8.55 -0.00 -0.95 S6 T 0.39 1.52 3.46 -0.28 B -2.51 0.00 - 0.28_. --p S7 T -58.64 -39.65 -0.06 07.63 . B 69.13 -0.00 7.63 S8 T -46.06 -31.08 0.03 5.99 B 54.25 0.00 5.99 D1 T 43.06 47.59 14.22 8.80 B 77.80 0.00 8.80 D2 T 221.89 152.95 0.70 29.37 B 265.55 0.00 29.37 C Steel Beam: # LdC @ L C C` (_. C C C C C C. t C 88 R1 J ' i' J S1 i J' i J S2 i J ' i' J S3 i J ' i' J S4 i j , i' J W1 i j' i' J W2 i i' P kips 0.03 -0.03 - 9.89 9.89 - 2.55 2.55 83.28 -83.28 65.19 - 65.19 -0.56 0.56 15.60 - 15.60 Mmaj or kip -ft 0.01 0.01 0.01 - 0.03 - 2.95 - 2.14 - 2.14 4.66 - 0.20 - 2.37 - 2.37 2.50 31.58 - 3.97 -3.97 -23.37 24.79 - 3.41 -3.41 -18.06 -0.11 - 0.20 -0.20 0.29 5.84 -0.75 - 0.75 ....�...•uun.u.r.*t n!.iw ,S r... v) MrrYwY: wMa..+ L+ I�F�r: Meu)wAM./AMSV�w'rMa..Wa1Y.e.'fl ft Qa�NO Mminor kip -ft 0.00 -0.00 0.00 0.00 -0.00 0.00 -0.00 -0.00 -0.00 0.00 0.00 -0.00 - 0.00 0.00 - 0.00 -0.00 0.00 - 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 -0.00 0.00 Vmajor kips -0.00 -0.00 -0.00 -0.00 0.11 0.11 0.86 0.86 - 0.30 -0.30 0.62 0.62 - 4.85 -4.85 - 2.46 -2.46 - 3.84 - 3.84 -1.86 - 1.86 -0.01 - 0.01 0.06 0.06 - 0.90 -0.90 -0.45 - 0.00 -0.00 - 0.02 -0.02 - 0.00 - 0.00 - 0.23 - 0.23 -0.23 -0.23 0.00 0.00 -0.00 - 0.00 0.95 0.95 0.05 0.05 Vminor kips - 0.00 - 0.00 0.00 0.00 - 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 - 0.00 0.00 - 0.00 - 0.00 - 0.00 -0.00 -0.00 - 0.00 -0.00 - 0.00 - 0.00 - 0.00 0.00 0.00 -0.00 - 0.00 0.01 0.01 0.00 0.00 Tors kip -ft -0.00 - 0.00 - 0.00 - 0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1'{ RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY Page 10. NELSON - BOURDAGES DataBase: bldgal 01/05/80 13:33:00 S5 i I S6 i Jv J C '' S7 i J �. C. J . 'S8 •i• ' D1 1 J i ' C J D2 i C J' C- . i' C 370 Ri C. rt to v?ranunwvem .,..�..,.........._�_:.,.... ..... _. _..._. .. .. ...:....... 16+: a +.scrsnwnORCI...i..WI.Y../.....0 C W1 `. C L. C J J iv J i. J' i' J S2 i C- C S3 C S4 J' J i J ' i' J i J' i' J i J i' J - 10.79 10.79 -2.79 2.79 90.86 -90.86 71.11 - 71.11 98.75 98.75 345.85 345.85 -0.04 0.04 - 13.72 13.72 -3.46 3.46 117.10 - 117.10 91.82 -91.82 -0.79 0.79 C - 4.29 -0.00 -0.45 0.00 0.00 - 3.22 0.00 0.12 -0.00 0.00 -2.34 0.00 0.12 -0.00 0.00 -2.34 0.00 0.94 -0.00 0.00 5.08 0.00 0.94 -0.00 0.00 -0.21. -0.00 -0.32 -0.00 -0.00 - 2.59 0.00 -0.32 -0.00 -0.00 -2.59 -0.00 0.68 0.00 -0.00 2.73 0.00 0.68 0.00 -0.00 34.45 0.00 -5.29 0.00 0.00 - 4.33 0.00 -5.29 0.00 0.00 - 4.33 0.00 -2.69 0.00 0.00 -25.49 0.00. -2.69 0.00 0.00 27.04 0.00 -4.19 0.00 0.00 - 3.72 0.00 -4.19 0.00 0.00 - 3.72 0.00 -2.03 -0.00 0.00 - 19.70 -0.00 -2.03 -0.00 0.00 32.15 0.00 3.88 0.00 0.00 8.58 0.00 3.88 0.00 0.00 8.58 0.00 5.02 0.00 0.00 32.96 0.00 5.02 0.00 0.00 130.60 0.00 20.17 0.00 0.00 17.46 0.00. 20.17 0.00 0.00 17.46 0.00 9.96 0.00 0.00 95.72 0.00 9.96 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 0.01 -0.00 0.00 -0.00 - 3.01 0.00 0.24 -0.00 - 0.16 -0.00 0.24 -0.00 - 0.16 -0.00 0.24 -0.00 2.75 -0.00 0.24 -0.00 - 0.66 -0.00 0.04 -0.00 - 0.14 0.00 0.04 -0.00 - 0.14 -0.00 0.08 0.00 0.87 -0.00 0.08 0.00 26.92 0.00 -2.24 -0.00 0.15 -0.00 -2.24 -0.00 0.15 -0.00 -1.79 -0.00 -21.23 -0.00 -1.79 -0.00 21.14 -0.00 -1.76 0.00 0.09 0.00 -1.76 0.00 0.09 -0.00 -1.40 0.00 - 16.60 0.00 -1.40 0.00 -0.15 -0.00 0.01 0.00 - 0.01 0.00 0.01 0.00 -0.01 -0.00 0.01 -0.00 0.14 -0.00 0.01 -0.00 -0.00 - 0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 - 0.00 - 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L` , C C C C C C C C C. RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY NELSON - BOURDAGES DataBase: bldgal W2 i J ' J. S5 i J v i' J S6 i J v i' J S8 i j v i' J D1; i j v i' D2 i J' i' J 21.94 - 21.94 - 14.96 14.96 -3.77 3.77 127.74 -127.74 100.16 -100.16 137.98 137.98 488.00 488.00. 4.98 0.01 0.01 -3.90 - 3.28 -0.18 -0.18 3.00 -0.72 - 0.15 -0.15 0.95 29.37 0.16 0.16 -23.16 23.06 0.10 0.10 -18.11 29.54 0.76 0.76 23.86 111.92 1.15 1.15 87.74 01/05/80 13:33:00. - 0.00 0.00 - 0.00 -0.00 0.00 0.00 -0.00 - 0.00 - 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.42 - 0.42 - 0.33 -0.33. 0.26 0.26 0.27 0.27. 0.05 0.05 0.09 0.09 - 2.44 - 2.44 - 1.95 - 1.95 -1.92 - 1.92 - 1.52 - 1.52 2.46 2.46 2.01 2.01 9.33 9.33 7.36 7.36 0.00 0.00 -0.00 -0.00 0.00 0.00 -0.00 - 0.00 - 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 - 0.00 -0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Steel Brace: # LdC @ P Mmajor Mminor Vmajor Vminor Tors kips kip -ft kip -ft kips kips kip -ft 9 Ri T 0.06 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S1 T 21.43 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S2 T 5.43 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S3 T - 182.62 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S4 T - 143.19 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 W1 T 1.23 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 W2 T -34.21 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S5 T 23.38 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S6 T 5.93 0.00 0.00 0.00 0.00 0.00 F2 -16 :►av tl is : L' G:: xili ∎er1:.0cri:n.xosrwxi..w:».....+. RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY Page 12 4L, NELSON- BOURDAGES DataBase: bldgal 01/05/80 13:33:00 C .0 C c C C C C C C C.: C. • C. C: C C C C' C B / 0.00 0.00 0.00 0.00 0.00 ,_____; __S7 T L7199.22 ! 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0,00 0.00 S8 T - 156.20 0.00 0.00 0.00 0.00 0.00. B 0.00 0.00 0.00 0.00 0.00 D1 :T 2 5. 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 D2 T 7 0 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 10 R1 T B Si T B S2 T B S3 T B S4 T B W1 T B W2 T B S5 T B T B S7 T B S8 T B D1 T B D2 T B S6 -0.06 - 21.42 -5.38 183.21 143.66 -1.23 34.32 - 23.37 -5.87 1199.86 156.72 2 5. 63.57 anaw..a+.......+..... ans....e........m.H.V ,00014 1IAM a.N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11 R1 T -0.08 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S1 T 21.70 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S2 T 6.01 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S3 T - 177.82 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 S4 T - 139.12 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 W1 T 1.25 0.00 0.00 0.00 0.00 0.00 B 0.00 0.00 0.00 0.00 0.00 W2 T -33.31 0.00 0.00 0.00 0.00 0.00 F2 -17 Z'{`+] Tii�iti\ lP. i1Fi£ iWKM. h%! Hi! YYNNVe. twwl nw•....., ...v.....�....._..� ».�.. .C4tlbwewWMHWNYkMYW00 7.41,ti DataBase: bldgal 01/05/80 13:33:00 - S5 T 23.68 B S6 T 6.56 B ----: S 7 T -193.99 B S8 T -151.77 B D1 T 213.03 D2 T 738.29 B C, C., C C C. C C C RAM Frame V6.0 - FRAME MEMBER FORCE SUMMARY Page 13 NELSON- BOURDAGES 12 R1 T • B S1 . B S2 T S3 . T B S4 . T B W1 T B W2 T B S5 T B S6 T B ---� S7 T B S8 T B D1 T B D2 T B Level: 2NDFL 0.07 - 20.85 -4.98 180.52 141.36 -1.16 33.82. -22.75 -5.43 196.93 154.21 211.85 749.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Concrete Wall: # LdC P Mmajor Vmajor kips kip -ft kips 16 R1 35.32 26.39 0.92 S1 52.64 587.66 56.42 S2 61.27 814.90 84.56 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -17 RAM Frame V6.0: FRAME MEMBER FORCE SUMMARY NELSON-BOURDAGES DataBase:.bldgal 116.15 94.37 5.95 23.67 .57.43 66.84 :126.71. 102.95 197.00. 45.9.29 387.29 - 295.96 -4.69 - 74.69: - 14.59 2207.89 1624.90 85.8.8 455.08 641.09 888.98 2408.60 1772.62 2338.64 7469.12 54..52 14.19 0.94' 13.38 887.62 106.15 - 49.78. 1376.89 140.82 4797.28 319.15 3548.82 229.52 143.92 15.11 969.95 . '67.40'. 968.31 115.80 - 54.30 1502.06 153. _62 - 422.50 ' 5233.39 (348.16 /' - 322.87 3871.44 X0.39 313.18 ' 4307.46 400.01 1471.15 16605.76 1030.85 01/05/80 13:33:00. 260.45 188.16 9.08 53.63 61..54 9 __ 205.27 258.01 860.96 • NELSON BOURDAGES Consulting Engineers aDIvisiotiofPossemeyerDesignGroup ,let. 512 Sixth Street South, Suite 202 • Kirkland, WA 99033 (425) 827.5995 • FAX (425) 828.4850 Made by SA Date I��oIgQ Job No. 990 Checked by Date Sheet No. `FR 2 Description Job Name L ^ x"O Tl , ' . — &igk A 1.-ATdr1/{ heAC& tic i .. Frac E:.,. Mme ... C. C. C: C C � C C. C CRITERIA: Rigid End Zones: Member Force Output: P- Delta: Yes Diaphragm: Rigid Ground Level: Base CODE. CHECK CRITERIA:. Sidesway: Unbraced K- Factor: Kx: Ky:.. RAMFRAME V6.0 Code Check Summary NELSON- BOURDAGES (ASD) DataBase: bidgal 01/05/80 16:10:23 Ignore Effects At. Face of Joint Scale Factor: 1.00 60.00. deg Cf C. C C C . C : C C C. C C Compression Flange Bracing: 'Columns: Deck Braces Column Max Angle for which Beam Braces Column: Beams: .Top Flange Continuously Braced Bottom Flange Not Continuously Braced LOAD CASE DEFINITIONS: R1 'DeadLoad S1 S,2 S3 S4 W1 W2 S5 S6 S7 S8 earthqk earthqk earthqk earthqk wind wind quake quake quake quake Columns Nomograph 1.000 Beams Braces 1.000 1.000 1.000 1.000 RAMUSER EQ_UBC94X +E F EQ_UBC94_X_ -E_F EQ_UBC94 Y +E F EQ_UBC94_Y-E F Wind_UBC94_X Wind_UBC94_2_Y EQ UBC97 X_ +E_F EQ_UBC97_X_ -E_F EQ_UBC97_Y_ +E_F' EQ UBC97 Y -E F LOAD COMBINATIONS: AISC ASD + UBC 97 1 1.00 R1 2 1.00 R1 + 1.00 W1 3 1.00 R1 + 1.00 W2 4 1.00 R1 - 1.00 W1 5 1.00 R1 - 1.00 W2 6 1.00 R1 + 0.88 S1 7 1.00 R1 + 0.88 S2 8 1.00 R1 + 0.88 S3 9 1.00 R1 + 0.88 S4 10 1.00 Ri + 0.88 S5 11 1.00 R1 + 0.88 S6 12 1.00 R1 + 0.88 S7 13 1.00 R1 + 0.88 S8 RAMFRAME V6.0 - Code Check Summary NELSON - BOURDAGES DataBase:bidgal , 14 1.00 R1 15 1.00 Ri 16 1.00 R1 17 1.00 R1 18 1.00 R1 19 1.00 R1 20 1.00 R1 21 1.00 R1 22 0.90 R1 23 0.90 R1 24 0.90 R1 25 0.90 R1 26 0.90 R1 27 0.90 R1 28 0.90 R1 29 0.90 R1 30 0.90 R1 31 0.90 R1 32 0.90 R1 33 0.90 R1 34 0.90 R1 35 0.90 R1 36 0.90 R1 37 0.90 R1 Frame #1: Level: ROOF Level: 3RDFL 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Column P Mmajor # kips kip -ft 55 0.58 0.89 58 0.56 11.53 59 0.46 12.53 Beam P Mmajor # kips kip -ft 88 31.42 6.72 89 43.74 4.79 Brace P Mmajor # kips kip -ft 15 65.63 0.00 16 65.63 0.00 17 63.81 0.00 18 64.25 0.00 S1 S2 S3 S4. S5 S6 S7 S8 S1 S2 S3 S4 S5 S6 S7 S8 S1 S2 S3 S4 S5 S6 S7 S8 Mminor .kip-ft 0.00 0.00 Mminor kip -ft 0.00 0.00 0.00 0.00 01/05/80 16:10:23 Mminor Vmajor Vminor LC Interact. Fy Size kip -ft kips kips ksi -5.00 0.10 0.52 12 0.04 H1 -3 50 W12X106 0.00 0.89 0.02 36 0.03 H1 -3 50 W12X106 0.06 0.52 0.00 20 0.04 H1 -3 50 W12X106 Vmajor kips 0.95 0.46 Vmajor kips 0.00 0.00 0.00 0.00 Vminor LC Interact. Fy kips ksi 0.00 12 0.14 H1 -3 50 0.00 20 0.31 H1 -1 50 Vminor LC kips 0.00 20 0.00 28 0.00 36 0.00 12 Inte 0.27 0.27 0.24 0.24 ract. H1 -1 H1 -i Hi -1 H1 -1 Size W18X46 W18X46 Fy Size ksi 46 TS10X8X.3750 46 TS10X8X.3750 46 TS10X8X.3750 46 TS10X8X.3750 Column P Mmajor Mminor Vmajor Vminor LC Interact. Fy Size 'RAMFRAME V6'.0 ' -'Code Check Summary (ASD):. :NELSON- BOURDAGES 'C. DataBase: bidgal # kips 55 .54.43 58 .10.08 59 51.56 Beam P. Mmajor # kips kip -ft 88 79.86 30.27 370 112.27 .. "20.36 Brace P Mmajor # .: ' :, kips kip-ft 9 175.08 0.00 10. 175.54 0.00 170.37. ' 0.00.. 173.08 0.00 kip -ft kip -ft. -3.63 25.27 - 70.42 -0.00 -60.78 0.00 01/05/80 16:10:23 . kips kips 5.71 0.46 12 0.25 8.28 0.02 20 0.21 6.71 '.0.00 20 0.24 Mminor Vmajor Vminor LC Inte kip -ft ' kips kips 0.00 4.64 0.00 12 0.,...3.9 -0.00 2.15 0.00.2Q:01822_ l Mminor Vmajor Vminor LC kip -ft . kips kips. 0.00 0.00 0.00 20 0.00 .0.00. 0.00 28 0.00. 0.00 0.00 36 0.65 0.00. 0.00 0.00 12 0.66 ksi H1 -3 50 W12X106 H1 -3.50 W12X106 H1 -3 50 W12X106 ract. H1 -1 H1 -1 v Fy Size ksi 50 W18X46 50 W18X46 Fy Size ksi 46 TS10X8X.3750 46 TS10X8X.3750 46 TS10X8X.3750 46 TS10X8X.3750 RAMFRAME V6.0' - AISC Member Code Check (ASD) NELSON - BOURDAGES DataBase: bldgal 01/05/80 16:10:23 BEAM INFORMATION: Story Level = 3RDFL Fy (ksi) = 50.00 Beam Size = W18X46 CALCULATED PARAMETERS: fvx (ksi) = 0.33 Fvx (ksi) = 20.00 fvy (ksi) = 0.00 Fvy (ksi) = SHEAR CHECK: fvx /Fvx = 0.017 fvy /Fvy = 0.000 INTERACTION EQUATION: Frame Number = 1 Beam Number (370) INPUT DESIGN PARAMETERS: X -Axis Y -Axis Lu for Axial (ft) 12.50 12.42 Lu for Bending (ft) 12.50 0.00 K 1.00 1.00 Braced Against Joint Translation No No Top Flange Continuously Braced Yes Bottom Flange Continuously Braced No CONTROLLING BEAM SEGMENT FORCES - SHEAR Segment distance (ft) i - end 0.00 j - end 12.50 Load Combination: 1.00 R1 - 0.88 S7 Max. Shear Vmajor (kips) 2.15 Max Shear. Vminor (kips) 0.00 20.00 CONTROLLING BEAM SEGMENT FORCES - FLEXURE Segment distance (ft) i - end 12.50 j - end 25.00 Load Combination: 1.00 Ri - 0.88 S7 Axial Load (kips) 112.27 Moment Mmajor (kip -ft) 20.36 Moment Mminor (kip -ft). -0.00 CALCULATED PARAMETERS: fa (ksi) = 8.32 Fa (ksi) = 11.21 fbx (ksi) = 3.10 Fbx (ksi) = 30.00 Fbx (ksi) = 30.00 (Eq H1 -1) fby (ksi) = 0.00 Fby (ksi) = 37.50 F'ex(ksi) = 350.04 F'ey(ksi) = 11.21 Cb = 1.00 KL /Rx = 20.65 KL /Ry = 115.43 Cmx = 0.85 Cmy = 0.85 Single curvature about x -axis Single curvature about y -axis RAMFRAME'V6" 0 =. ASSC Member Code .Check, `(ASE) NELSON- BOURDAGES DataBase: bldgal 01/05/80 fa /Fa = 0.742 Eq H1 -1 0.742 + 0.090,+ 0.000 = 0.832 Eq H1-2 • `;0.277 +, 0.103 + 0.000 .;= 0.381 l :C C [, C. C. C C C C. C 1, C C C C RAMFRAME V6.0 - AISC Member Code Check (ASD) NELSON- BOURDAGES DataBase: bidgal 01/05/80 16:10:23. BRACE INFORMATION: Story Level = 3RDFL Fy (ksi) = 46.00 Brace Size = TS10X8X.3750 INPUT DESIGN PARAMETERS: X- Axis. Lu (ft) 19.53 K 1.00 Braced Against Joint Translation No CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.00 R1 Shear Top Vmajor (kips) 0.00 Vminor (kips) 0.00 Shear Bot. Vmajor (kips) 0.00 Vminor (kips) 0.00 CALCULATED PARAMETERS: fvx (ksi) = 0.00 fvy (ksi) = 0.00 SHEAR CHECK: fvx /Fvx = 0.000 fvy /Fvy = 0.000 CALCULATED PARAMETERS: fa (ksi) = 13.90 fbx (ksi) = 0.00 fby (ksi) = 0.00 F'ex(ksi) = 38.86 KL /Rx = 61.99 Cmx = 0.85 Single curvature about Single curvature about Fvx (ksi) = Fvy (ksi) Fa (ksi) Fbx (ksi) Fby (ksi) F'ey(ksi) KL /Ry = Cmy = x -axis y -axis INTERACTION EQUATION: fa /Fa = 0.727 Eq H1 -1: 0.727 + 0.000 + 0.000 = 0.727 Eq H1 -2: 0.503 + 0.000 + 0.000 = 0.503 Frame Number = 1 Brace Number 18.40 18.40 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 1.00 R1 - 0.88 S7 Axial Load (kips) 175.08 Moment Top Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 Moment Bot. Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 • 19.12 = 30.36 • 30.36 = 27.42 73.80 0.85 • Y -Axis 19.53 1..00 No c c 4 c RAMFRAME V6.0 - AISC Member Code Check (ASD) NELSON - BOURDAGES DataBase: bldgal BRACE INFORMATION: Story Level = 3RDFL Fy (ksi) = 46.00. Brace Size = TS10X8X.3750 INPUT DESIGN PARAMETERS: X -Axis Lu (ft) 19.53 K 1.00 Braced Against Joint Translation No CONTROLLING BRACE FORCES - SHEAR Load Combination: 1.00 R1 Shear Top Vmajor (kips) 0.00 Vminor (kips) 0.00 Shear Bot. Vmajor (kips) 0.00 Vminor (kips) 0.00 CALCULATED PARAMETERS: fvx (ksi) = 0.00 Fvx (ksi) = 18.40 fvy (ksi) = 0.00 Fvy .(ksi) = 18.40 SHEAR CHECK: fvx /Fvx =0.000 fvy /Fvy = 0.000 CONTROLLING BRACE FORCES - FLEXURE Load Combination: 0.90 R1 + 0.88 S7 Axial Load (kips) 175.54 Moment Top Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 Moment Bot. Mmajor (kip -ft) 0.00 Mminor (kip -ft) 0.00 CALCULATED PARAMETERS: fa (ksi) = 13.93 fbx (ksi) = 0.00 fby (ksi) = 0.00 F'ex(ksi) = 38.86 KL /Rx = 61.99 Cmx = 0.85 Single curvature about Single curvature about INTERACTION EQUATION: fa /Fa = 0.728 Eq H1 -1: 0.728 + 0.000 Eq H1 -2: 0.505 + 0.000 Fa (ksi) Fbx (ksi) Fby (ksi) F'ey(ksi) KL /Ry = Cmy = x -axis y -axis + 0.000 = 0.728 + 0.000 = 0.505 01/05/80 16:10:23 Frame Number = 1 Brace Number = 19.12 • 30.36 = 30.36 • 27.42 73.80 0.85 Y -Axis 19.53 1.00 No F2 -27 RAM Frame V6.0 - Frame. Reactions ([' NELSON - BOURDAGES DataBase: bldgal C CRITERIA: Rigid End Zones: Member Force Output: P- Delta: Yes Diaphragm: Rigid Ground Level: Base LOAD CASES: R1 DeadLoad S1 S2 S3 S4 W1 W2 S5 S6 S7 S8 D1 D2 Frame #1 earthqk earthqk earthqk earthqk wind wind quake quake quake quake respon respon Node LdC 110 R1 S1 S2 S3 S4 W1 W2 S5 S6 S7 S8 D1 D2 01/05/80 13:33:00 Ignore Effects At Face of Joint Scale Factor: 1.00 RAMUSER EQ UBC94_X_ +E F EQ_UBC94_X_ -E__F EQ_UBC94 Y +E_F EQ_UBC94 -E F Wind_UBC942 X Wind_UBC94__2_Y EQ_UBC97_X_ +E_F EQ_UBC97_X_ -E F EQ_UBC97_Y_ +E F EQ_UBC97 Y_ -E_F Dyn_CQC X Dyn CQC Y Rx Ry Rz Mxx Myy Tzz kips kips kips kip -ft kip -ft kip -ft -0.00 -2.81 27.83 0.00 0.00 0.00 - 0.00 -50.67 -42.19 0.00 0.00 0.00 -0.00 -61.45 -79.96 0.00 0.00 0.00 - 0.00 -89.86 - 385.54 0.00 0.00 0.00 0.00 -61.49 - 289.93 0.00 0.00 0.00 - 0.00 -6.71 -8.10 0.00 0.00 0.00 0.00 -20.26 -76.14 0.00 0.00 0.00 - 0.00 -56.81 -46.03 0.00 0.00 0.00 - 0.00 -70.84 -87.23 0.00 .0.00 0.00 - 0.00 - 122.49 - 420.59 0.00 0.00 0.00 0.00 -85.86 - 316.29 0.00 0.00 0.00 0.00 180.28 310.72 0.00 0.00 0.00 0.00 271.59 1396.50 0.00 0.00 0.00 113 R1 -0.00 -0.08 42.68 0.00 0.00 0.00 S1 -0.00 -88.70 17.83 0.00 0.00 0.00 S2 -0.00 - 127.48 9.08 0.00 0.00 0.00 S3 -0.00 - 370.58 -83.86 0.00 0.00 0.00 S4 0.00 - 271.10 -62.01 0.00 0.00 0.00 W1 -0.00 -13.50 0.94 0.00 0.00 0.00 W2 0.00 -76.21 -15.61 0.00 0.00 0.00 S5 -0.00 -95.23 19.45 0.00 0.00 0.00 S6 -0.00 - 135.27 9.91 0.00 0.00 0.00 S7 -0.00 - 379.81 -91.49 0.00 0.00 0.00 , RAM Frame V6.0 - Frame Reactions NELSON-BOURDAGES DataBase: bldga1 01/05/80 13:33:00 FR,--29 S8 0.00 -276.96 -67.65 0.00 0.00 0.00 D1 0.00 374.09 131.47. 0.00 0.00 0.00 D2. 0.00 1246.47 314.12 0.00 0.00 0.00 114 R1 0.02 2.90 72.82 0.00 0.00 0.00 Si -102.72 -23.19 140.92 0.00 0.00 0.00 S2 -102.08 -36.45 176.03 0.00 0.00 0.00 S3 2.64 -119.17 408.95 0.00 0.00 0.00 S4 1.02 -85.09 .319.82 0.00 0.00 0.00 W1 -11.35 -3.97 17.53 0.00 0.00 0.00 W2. 0.26 -24.56 83.11 0.00 0.00 0.00 S5 -107.12 -25.30 153.73 0.00 0.00 0.00 S6 -106.74 -39.76 192.03 0.00 0.00 0.00 S7 2.33 -130.00 446.12 0.00 .0.00 0.00 S8 1.32 -92.83 348.89 0.00 0.00 0.00 D1 348.86 117.47 518.66 0.00 0.00 0.00 D2 19.26 387.86H 1528.86 0.00 0.00 0.00 NELSON- BOURDAGES Consulting Engineers a Division ofPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (425) 828.4850 Made b 6/4 y Date I 0 Job No. g909 Checked by Date Sheet No. 30 Description • Job Name eCao -73, —Pic, V►Iw"q " Cq„ea -rE SHr tta_ w ,-f I C C • C c • C C: C. C o , wrfII . No-r . jN ... LA r McO (t I fenoweri i r SODS ecrAkr" Oe. R A eta C fkJry b Rt°5Tsr LfinazA . LtA05 Inr 'roc E -W Downy'. Viu ' U, Ca,,ci -f ' ( cm Nown# ' C c ( 61,04 To L wiorrr t 6p64;a145 " Z Z bs ' • F errs, g VS As d ,yy(e0)(I)(2SX 501 )co a4iI + Sal" ) = 75 a i'ps 0 Psi V c Z� /Z;460.$112) 1197 UDC. )111.!v•S Z6 z q a lb 36 Ik lV EF • ' Z 6,f e lt "its C . C: C C..: L. C> C C° C. C- C; C: C C C. C:, C: C.. C: C: C: RAM Steel V6.0 Gravity Column Design NELSON - BOURDAGES DataBase: bidgal Story level 2NDFL, Column Fy (ksi) = 46.00 Orientation (degrees) INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation ... Column Eccentricity (in) Top ... Bottom ... .CONTROLLING.COLUMN LOADS - Load Case 1: Axial (kips) Moments Top Mx My Bot Mx My CALCULATED PARAMETERS: fa (ksi) = 7.26 fbx.(ksi) = 0.21 fby (ksi) = 3.17 KL /Rx 59.68 F'ex = 41.93 Cmx = 0.60 (kip -ft) (kip -ft) (kip -ft) (kip -ft) 'Single. curvature about X -Axis Single curvature about Y. -Axis (DL + LL + RF) Fa (ksi) = Fbx (ksi) Fby (ksi) KL /Ry = 59.68 F'ey = 41.93 Cmy = 0.60 01/05/80 16:10:23 Building Code:.UBC1 Steel Code:.ASD 9th Ed. Line 12 - D Column Size = TS8X8X.5000 = 90.0 INTERACTION EQUATION:. fa /Fa = 0.34 Eq H1 -1: 0.341 + 0.005 + 0.076 = 0.421 Eq H1 -2: 0.263 + 0.007 + 0.104 = 0.374 X -Axis Y -Axis 15.00 15.00 1 1 Yes . Yes. 6.50 6.50 0.00 0.00 Dead 62.89 0.11 -4.72 0.00 0.00 21.32 30.36 30.36 Live 41.68 0.47 -3.97 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00. G -I .• • . ' • , , • ! . • • '•• • , • , . • • • „ • • • • , • ' RAM Steel V6.0 - • Gravity Column Design C NELSON-BOURDAGES C.. C.. ( • DataBase: bldgal Building Code: UBC1 Story level 2NDFL, Column Line 12 -. C Fy (ksi) = A6.00 Column Size = TS8X8X.5000 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) K 15.00 1 Braced Against Joint Yes Column . Eccentricity (in). TOp 6.50 CONTROLLING COLUMN LOADS - Load Case 1: Axial (kips) Moments Top Mx My Bot Mx My CALCULATED PARAMETERS: C fa (ksi) =. 7.94 fbx (ksi) = 0.43 fby (ksi) 3.97 Single curvature Single curvature KL/Rx = F'ex = Cmx = 59.68 41.93 0.60 01/05/80 16:10:23 Steel Code: ASD 9th Ed. Bottom .. 0.00 (kip-ft) (kip-ft) (kip-ft) ...... (kip-ft) ... about X-Axis about Y-Axis (DL + LL + RF) Fa (ksi) = Fbx (ksi) Fby (ksi) KL/Ry F'ey Cmy = = 59.68 = 41.93 0.60 INTERACTION EQUATION: fa/Fa = 0.37 Eq H1-1: 0.372 + 0.010 + 0.097 = 0.479 C. Eq H1-2: 0.288 + 0.014 + 0.131 = 0.432 • Dead 68.38 -0.56 -7.31 0.00 0.00 21.32 30.36 30.36 vim Y -Axis 15.00 1 Yes 6.50 0.00 Live 45.89 -0.61 -3.56 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 INTERACTION EQUATION: fa/Fa = 0.23 Eq H1-1: 0.232 + (, Eq H1-2: 0.180 + Story level 3RDFL, Column Line 12 - B Fy (ksi) = 46.00 Column Size = TS8X8X.5000 Orientation (degrees) = 90.0 INPUT DESIGN PARAMETERS: Lu (ft) Braced Against Joint Translation Column Eccentricity (in) Top Bottom' NELSON -BOURDAGES DataBase: bldgal Building Code: UBC1 CONTROLLING COLUMN LOADS - Load Case 1: Axial (kips) 'Moments', Top ,Mx :Bot Mx My CALCULATED PARAMETERS: fa (ksi) = 4.96 fbx (ksi) = 0.05 fby (ksi) = 4.17 KL/Rx = 59.68 F'ex = 41.93 Cmx 0.60 (kip-ft) (kip-ft) (kip-ft) (kip-ft) Single curvature about X-Axis Single curvature about Y-Axis (DL + LL + RF) Fa (ksi) = Fbx (ksi) = Fby (ksi) = KL/Ry F'ey Cmy 01/05/80 16:10:23 Steel Code: ASD 9th Ed. OOOO • • • • • = 59.68 = 41.93 0.60 0.001 + 0.094 = 0.327 0.002 + 0 137 = 0.319 X -Axis 15.00 1 Yes 6.50 6.50 0.07 -8.57 0.00 0.00 21.32 30.36 30.36 Y -Axis 15.00 1 Yes 6.50 6.50 Dead Live Roof 39.94 31.42 0.00 0.06 0.00 -2.87 0.00 0.00 0.00 0.00 • 0.00 C-3 RAM Steel V6.0 - Gravity Column Design C NELSON-BOURDAGES C, DataBase: bldgal 01/05/80 16:10:23 Building Code: UBC1 Steel Code: ASD 9th Ed. r Story level 3RDFL, Column Line 12 - A Fy (ksi) =. 46.0.0 Column Size = TS8X8X.5000 Orientation (degrees) = 90.0 (L INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu (ft) 15.00 15.00 C, K 1 1 Braced Against Joint Translation Yes Yes C. Column Eccentricity (in) Top .. 6.50 6:50 Bottom . . 6.50 6.50 (...: c CONTROLLING COLUMN LOADS - Load Case 1.: Dead r .Axial (kips) 25.16 `--' Moments Top Mx (kip-ft) -0 28 C., My (kip-ft) .. .. . . . -5.33 Bot Mx (kip-ft) 0.00 C My (kip-ft) 0.00 C. Single curvature about X-Axis Single curvature about Y-Axis C., CALCULATED PARAMETERS: (DL + LL + RF) c ' fa (ksi) = 2.98 Fa (ksi) = 21.32 fbx (ksi) = 0.20 Fbx (ksi) = 30.36 (= fby (ksi) = 2.52 Fby (ksi) = 30.36 KL/Rx = 59.68 KL/Ry = 59.68 INTERACTION EQUATION: C fa/Fa =. 0.14. Eq H1-3: 0.140 + 0.006 + 0.083 = 0.229 C •C C C. C Live 17.71 -0.26 -1.57 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 - RAM Steel V6.0 - Gravity Column Design C NELSON -BOURDAGES • C DataBase: bldgal 01/05/80 16:10:23 • Building Code: UBC1 Steel Code: ASD 9th Ed. • Story level 2NDFL, Column Line 11 - D Fy (ksi) = 46.00 Column Size = TS8X8X.5000 Orientation (degrees) = 90.0 G. INPUT DESIGN PARAMETERS: X-Axis • Y-Axis Lu (ft) 15.00 15.00 K • 1 1 Braced Against Joint Translation Yes Yes Column Eccentricity (in) Top • 6.50 6.50 Bottom ▪ 0.00 0.00 CONTROLLING COLUMN LOADS - Load Case 1: Dead Axial (kips) 99.53 Moments Top Mx (kip-ft) 0.16 My (kip-ft) .0 .06 Bot Mx (kip-ft) 0.00 My ( kip-ft ) . . . . . . . . . 0.00 CALCULATED PARAMETERS: (DL + LL + RF) • fa (ksi) = 12.51 Fa (ksi) = 21.32 fbx (ksi) = 0.40 Fbx (ksi) = 30.36 C, fby (ksi) = 0.05 Fby (ksi) 30.36 c. KL/Rx = 59.68 KL/Ry = 59.68 F'ex • = 41.93 F'ey = 41.93 Cmx •= 0.60 Cmy = 0.60 :(- INTERACTION EQUATION: fa/Fa = 0.59 Eq H1-1: 0.586 + 0.011 + 0.001 = 0.599 Eq H1-2: 0.453 + 0.013 + 0.002 = 0.468 L. :Single curvature about X-Axis Single curvature about Y-Axis Live Roof 80.56 0.00 • 0.94 0.00 0.06 0.00 0.00 0.00 0.00 0.00 Live Roof 95.13 0.00 -1.35 0.00 -0.23 0.00 0.00 0.00 0.00 '0.00 0 . RAM Steel V6.0 - Gravity NELSON - BOURDAGES DataBase: bldgal 01/05/80 16:10:23 Building Code: UBC1 Steel Code: ASD 9th Ed. Story level 2NDFL, Column Line 11 - C Fy (ksi) = 46.00 Column Size = TS8X8X.5000 Orientation (degrees) = 90.0. : INPUT'DESIGN PARAMETERS.: X -Axis Y -Axis Lu (ft) 15.00 15.00 K 1 1 Braced Against Joint: Translation Yes 'Yes .Column Eccentricity (in) Top 6.50. 6.50 Bottom .. 0.'00 0.00 CONTROLLING COLUMN LOADS - Load Case 1: Dead Axial (kips) ......... ..... ▪ .. .107.02 Moments Top Mx (kip -ft) -1:15. My (kip -ft) . 0.81 Bot Mx (kip -ft) 0.00 My (kip -ft) ... 0.00 'Single curvature about X- Axis.. Single curvature about Y- Axis CALCULATED PARAMETERS: (DL + LL + RF) fa (ksi) = 14.04 Fa (ksi) 21.32 fbx•(ksi) = 0.91 Fbx (ksi) 30.36 fby (ksi) = 0.21 Fby (ksi) = 30.36 KL /Rx = 59.68 KL /Ry = 59.68 F'ex • 41.93 F'ey = 41.93 Cmx • 0.60 Cmy = 0.60 INTERACTION EQUATION: fa /Fa = 0.66 Eq H1 -1: 0.658 + 0.027 + 0.006 = 0.692 Eq H1 -2: 0.509 + 0.030 + 0.007 = 0.546 RAM Steel V6.0 - Gravity Column Design NELSON-BOURDAGES C DataBase: bidgal 01/05/80 16:10:23 Building Code: UBC1 Steel Code: ASD 9th Ed. Story level 3RDFL, Column Line 11 - B Fy '(ksi) = 46.00 .Column Size = TS8X8X.5000 Orientation (degrees) = 90.0 ( D INPUT DESIGN PARAMETERS: X-Axis Y-Axis Lu (ft) 15.00 15.00 K 1 1 Braced Against Joint Translation Yes Yes C. Column Eccentricity (in) Top . . . 6.50 6.50 Bottom . 0.00 0.00 0 CONTROLLING COLUMN LOADS - Load Case 1: Dead Live Roof Axial (kips) 76.99 60.55 0.00 Moments Top Mx (kip-ft) 0.00 0.00 0.00 (- My (kip-ft) -0.10 0.33 0.00 Bot Mx (kip-ft) 0.00 0.00 0.00 C My (kip-ft) 0.00 0.00 0.00 C Single curvature about X-Axis Single curvature about Y-Axis C CALCULATED PARAMETERS: (DL + LL ± RF) • fa (ksi) = 9.55 Fa (ksi) = fbx (ksi) •= 0.00 Fbx (ksi) •fby (ksi) = 0.08 Fby (ksi) KL/Rx = 59.68 KL/Ry = 59.68 F'ex = 41.93 F'ey = 41.93 Cmx = 0.00 Cmy = 0.60 INTERACTION EQUATION: fa/Fa = 0.45 Eq H1-1: 0.448 + 0.000 + 0.002 = 0.450 Eq H1-2: 0.346 + 0.000 + 0.003 = 0.349 C. C. C C 21.32 30.36 30.36 1C-7 DataBase: bldgal 01/05/80 16:10:23. Building Code: UBC1 Steel Code: ASD 9th Ed. � Story level 3RDFL, Column Line 11 - A �` Fy (ksi) = 46.00 Column Size = TS,8X8X.5000 Orientation (degrees) = 90.0 RAM Steel V6.0 Gravity NELSON - BOURDAGES INPUT DESIGN PARAMETERS: X -Axis Y -Axis Lu (ft) 15.00 15.00 K 1 1 Braced Against Joint Translation . Yes Yes Column Eccentricity (in) Top 6.50 6.50 Bottom 6.50 6.50 CONTROLLING COLUMN LOADS - Load Case 1: Dead Live Roof Axial (kips) 48.55 33.97 0.00 Moments Top Mx (kip -ft) ... 0.00 0.00 0.00 My (kip -ft) ' -0.19 0.23 0.00 Bot Mx (kip-ft) 0.00 0.00 0.00 My (kip -ft) 0.00 0.00. 0.00 • Single curvature about X -Axis Single curvature about Y -Axis CALCULATED PARAMETERS: '(DL + LL + RF) fa (ksi) = 5.73 Fa (ksi) = 21.32 fbx (ksi) = 0.00 Fbx (ksi) = 30.36. fby (ksi) = 0.01. Fby (ksi) = 30.36 KL /Rx = 59.68 KL /Ry = 59.68 F'ex = 41.93 F'ey = 41.93 Cmx = 0.00 Cmy '= 0.60 INTERACTION EQUATION: fa /Fa = 0.27 Eq H1 -1: 0.269 + 0.000 + 0.000 = 0.269 Eq H1 -2: 0.208 + 0.000 + 0.000 = 0.208 RAM Steel V6.0 - Gravity Column Design NELSON - BOURDAGES DataBase: bldgal 01/05/80 16:10:23 Building Code: UBC1 Steel Code: ASD 9th Ed. {�> Story level 3RDFL,•• Column Line 10 A F (ksi) = 46.00 Column = y ( ) Co umn Size TS12X12X.3750 Orientation (degrees) = 90.0 INPUT DESIGN. PARAMETERS: X -Axis Lu (ft) 15.00 K: 1 Braced Against Joint Translation .... Yes Column Eccentricity. (in) Top 8.50 Bottom 8.50 CONTROLLING. COLUMN LOADS ' Load Case 1: Dead Live Roof Axial (kips) 41.98 28.82 0.00 Moments Top Mx (kip -ft) 0.00 0.00 0.00 My (kip -ft) 3.47 -0.03 0.00. Bot Mx (kip -ft) 0.00 0.00 0.00 My (kip -ft) 0.00 0.00 0.00 Single curvature about X -Axis .Single curvature about.Y -Axis CALCULATED PARAMETERS: (DL + LL + RF) fa (ksi) = 4.14 Fa • (ksi) = 24.19 fbx (ksi) = 0.00 Fbx (ksi) 27.60. fby (ksi) = 0.65 Fby (ksi) = 27.60 KL /Rx 38.18 KL /Ry = 38.18 F'ex = 102.42 F'ey = 102.42 Cmx = 0.00 Cmy = 0.60 INTERACTION EQUATION: fa /Fa = 0.17 Eq H1 -1: 0.171 + 0.000 + 0.015 = 0.186 Eq H1 -2: 0.150 + 0.000 + 0.024 = 0.174 •i ALFA TECH Attention: Robert Sorenen Sabey Architecture 12201 Tukwila International Blvd. Fourth Floor Tukwila, WA 98199 Date: Nov. 2 , 2000 ._�....�. �.rvw�wu. W r�:x WtntnitM�k. V.Y'AMNN}ieY1lV kL�LMNY. Subject: Exodus Seattle 2 Building Smoke Detection /t_Drcr-- 6/z( The purpose of this letter is to explain the smoke detection system in Exodus Seattle 2 building. A. Summary As you are aware there is a factory mounted smoke detector at the intake of the computer room air conditioning (CRAC) unit. Any smoke generated in the room will rapidly reach this detector. Upon detection, the CRAC unit will be shut down and an alarm is created. This detector is hard -wired to the fan motor. Based on previous agreement we have installed additional detectors on the ground close to the discharge of the CRAC units addressing any smoke generated in the unit. Upon detection, the CRAC unit will be shut down and an alarm is created. This detector is hard -wired to the fan motor. Also building includes heat detectors. Upon room temperature raise beyond certain set number alarm will be activated. This is quite unlikely. SABEY CORP. NOV f 3 MOO ARCHITECTURE Finally building is equipped with VESDA system that will detect any change in normal property of the room air and alarm. This detection can happen hours before smoke is even generated . VESDA is an alarm only system. After alarm is generated, operator evaluates the building conditions and decides on proper action. Please do not hesitate to call me for any questions. Rod Mandavi Director Alfa Tech Walnut Creek Office Air Intake Smoke Detector This detector is a factory mounted Ionization type smoke detector. Detector is hard wired to the CRAC unit motor. See attached diagram 1 . Field mounted wire will signal " Cheeta" panel if detector is activated. See diagram 2 for wiring detail. Diagram 3 (a selected page from Compu-Air submittal) explains factory mounted smoke detector function. Diagram 4 (another selected page from Compu-Air submittal) shows factory wiring for this smoke detector. Discharge air smoke detector As is shown in diagram 1, a second Ionization type detector is mounted under the raised floor right at the discharge of CRAC unit. The raised floor is only 24" high thus any smoke travelling in such a narrow space will be picked up by the detector. This detector is hard wired to the CRAC unit fan motor as well. Upon smoke detection, CRAC unit will be shut down and field mounted wire will signal "Cheeta" panel if detector is activated.. See diagram 2 for wiring detail. emmeeme; orleeieee ;eee ;eisim m i linim eeoutimmssmeeusieeenaeee m. fleeieeeeeee�eeee ;eeeseeeieeume CAH UNIT (TYPICAL) . • 4 4 1; d. •° G a 16/2 FPLP TO UNIT S.D. 16/2 FPLP FLOOR TO NEXT CAH SLAB 4" SQ. BOX W/ FRCM 16/2 FPLP TO CHEETAH PANEL SCALE: NOT TO SCALE TYPICAL DETECTORS LAYOUT DUCT TO CEILING PLENUM RETURN AIR SMOKE DETECTOR (LOCATED. INSIDE UNIT) RAISED FLOOR CAD FILE INFORMATION: R:\project\99\99272\Cod\SD—DIAGRAM.dwg 11-02-00 2:52 pm Printed By: tomasu LINE IN (+) 0 LINE IN (-) 0 LINE OUT (+) 0 LINE OUT (-) 0 SIGNAL (+) 0 SIGNAL (-) CAH FIELD MODIFICATION -TO CHEETAH PANEL FRCM + + i i .. �. Z Z O O Q Q Z z Z Z 00 J J J J (/) U SCALE: NOT TO SCALE -TO NEXT DEVICE 21 SMOKE DETECTOR TYPICAL WIRING 100 KSL SHUTDOWN (FACTORY WIRED) FIELD WIRING ADDED SMOKE DETECTOR (LOCATED IN FLOOR) u OPTIONS & ACCESSORIES: COMI'U•AlltE. INC. 8167 Byron Ru,d, Whinier. CA 9006 PI1:(562)9454971 FAX:(562)696.0724 0■C.CA,gAtvt The remote air cooled condenser shall be supplied with a field mounted weather -proof control panel, incorporating all the fan actuators, terminal boards, ambient stats and motor speed controller required to provide head pressure regulation. The direct drive fan blades shall be aluminum, and shall be protected by a heavy gauge, steel wire, zinc plated, iridite dipped fan guard. Each fan section shall be separated by full width baffles to prevent bypass air. Vibration isolators of the rubber and shear or spring type are to be provided by others. Air cooled condenser shall be provided with a VARI -SPEED PACKAGE FOR LOW AMBIENT TO -20 °F: Consisting of factory supplied and field mounted and wired weatherproof control panel complete with fan cycling controls ( multiple fan units) and one solid state pressure control. The field installed capillary senses head pressure of a single circuit coil arrangement only. A single phase variable speed motor will be factory installed on the #1 fan of the condenser. The speed controller modulate air delivery in direct response to head pressure and maintain minimum head pressure required. 1. SMOKE DETECTOR: Smoke detector shall be mounted in the return air in the unit. Upon activation the smoke detector will "IMMEDIATELY SHUT DOWN THE ENTIRE UNIT' and activate the alarm system. 2. WARRANTY: Standard limited one year warranty is in effect to insure unit to be free from defects in material and workmanship, limited to parts replacement and guarantees extended from our original components parts manufacturer or vendor. 3. CONDENSATE PUMP: Has capacity of 300 GPH at 20 ft. head. Pump is complete with integral float switch, pump, motor assembly and reservoir. Check valve is to be field provided and installed. Voltage is 460 Volt; 60 Hertz, single phase. 4. CONDENSATE OVERFLOW SENSOR: Is a solid state water sensor. When the sensor detects the presence of moisture the alarm system is activated and shuts down the unit. (2) Sensors shall be provided per unit for field installation. 5. MAGNEHELIC PRESSURE GAGE: Unit shall be provided with magnehelic press. Gage in front of the unit to constantly read pressure drop across the filter. COMPONENTS 30TON 2011V/ 220V 460v /300v/ 415V 575V HUMIDIFIER 35 CS) 20 CA) 15 CA) COMPRESSOR( S) 50 C B) 40 (11) 30 C B) REHEAT 25 CB) 15 C A) 10 C A) BLOWER D/F MOTOR U/F 40 C 11) 25 C D) 30 c A) 20 C A) 25 C A) 15 C A) FUSE TYPE •A' -KTKR FUSE TYPE • r -FRS OR FRN D/F •DOVN FLOW CI THRU C8-CONTACTOR F1 THRU Fe ■FUSE BLOCK CONTROL BOX SOLENOID VALVE •1 240- 003 -001 SOLENOID 1 (LIO. LINO N. C. 240 -003 -001 SOLENOID VALVE E (1.10. LIND N. C. E40- 003 -001 HO) SOLENOID VALVE -e E40 -003 -001 FUSE SCHEDULE IN AMPS 3Y IT T PL 37SV/SM /60Ns OR 360/415/ 3110/415/ 3PA/30M2 e72- 063 CONTACTOR • 274- 030 -3E3 OR P74- 040 -311 SOLID STATE CDNDAIR CONTROL 1 NORTEC NUMIDIN'IER LEGEN D HI VOLTAGE LINE p LO PRESSURE 1111101 CU4 236 -121 -002 (TYPICAL) LO VOLTAGE LINE HI PRESSURE 111170109 -- — -- -1F USED Q-Z O 236- 223 -002 (TYPICAL) . ON.POCONTACTER COIL T EIF ERAT URE UET 01(151. CIU F� 260- 200 -012 (TYPICAL) 0-1 THERMAL OVERLOAD 1. CONSULT L COMPLY VITH ALL APPLICAILE PORTION OF O. S. H. A. N. E. C, STATE AND LOCAL ELECTRICAL CODE. 2. ALL MOTOR USED HAVE INTERNAL PROTECTION SCROLL COMPRESSOR (IF USED> TI KO LE 0 O • esni I. • • ,aaa C-E • C-3 TAV TMI OtAPPCASE NEMER USOO DI ROT flWNL ONp6LpS PISTIECTION DI SOIOLL OPPRESSOR r FORM NO. DWG -03A SUBJECT TO CHANGE WITHOUT INCURRING OBLIGATION 6 -03 -99 REHEAT 1 REHEAT E ruSIaLE LIME (TYPICAL) • f DING M 4- t 7 F 6 REHEAT 3 T•AtSrORME• 75VA 24V SECONDARY 273- G75 -012 273 -673 -033 373V ONLY 5 PART Ia REHEAT 4 AEC (IF 2553 -6 I � • • 41 • II II II II r- I rig I ■■ 1 ■■ 1 ■■ - 1_N � L I1lRRI11111M IEMILE� ` to •fir W•W•I -ON MN MINIM NN- MIMI- -Off!•- Oft MOWN ..-■.U!NRN COMPRESSOR I COMPRESSOR 2 VALVE a ( I USc1, C IF USED) 3 3 j 2 REVISIONS REV. B DESCRIPTION DATE SEE ECO COMPU -AIRS INC. 8167 BYRON ROAD WHITTIER, CI A 90606 PHONE) t 562> 945 -8973 FAX. ( 562) 696 -0724 30 TON AIR COOLED WITH NORTEC HUMIDIFIER & ELECTRIC REHEAT DRAWN BY B. FUNBERVIIITE DATE 01/18 /00 ) CHECKED BY REVISED 05/19/00(B) JOB No. 1682 -601 -204 2 1 05/19/00 SYSTEM 2100 CAA 1 APPROVED BF D C B A 4 I 1 L U- — I1 tr 11 1-11,1 s • T Ii SLOWER MOTOR -1 OVERLOAD CIF USED) no CID BLOWER CC IF UUSED) I � I I I 1 II ' I CSE ( LO �A W/0 AIR 222 - O1 L C SMOKE DETECTOR CIF USED) Z55- 601 -047 RELAY I E74- 400 -014 DtuY TO REMOTE ALARM STSTEM CUTOUT CDC NOT INTRODUCE EXTER VOLTAGE V � C p► J JN UM M P PE ER t A PL ICADLE CIRCUIT) TO R EMOTE = .�9IT A R - r c rl� f CONDENSATE PROBE C IF USED) E55 -IO1 -011 E4V DitigPM 4 TE NUM CLOSE WITH DIRTY AIR FILTER En-100.011 PAP- AIR COOLED & WATER /GLYCOL COOLED ENERGY/IAISER & DX /CHILLED WATER/GLYCOL- COMBINATION A 8 C - 0 - E F G H K 6,8, 10 TON 74.5 (1892) 72.0 (1629) 51.0 (1295) 14.0 (356) 16.5 (419) 10.0 (254) 70.0 (1778) 48.0 (1219) 74.0 (1880) 15 TON 6,8.10 TON 92.5 (2349) 90.0 (2286) 69.0 (1752) 14,0 (356) 16.5 (419) 10.0 (254) 88.0 (2235) 66.0 (1676) 74.0 (1850) 20,25 TON 15 TON 99.5 (2527) 97.0 (2464) 76.0 (1930) 14.0 (356) 16.5 (419) 10.0 (254) 95.0 (2413) 90.0 (2286) 74.0 (3880) 30 TON 20,25,30 TON 122.5 (3111) 120.0 (3048) 92.0 (2337) 14.0 (356) 16.5 (419) 10.0 (254) 118.0 (2997) 90.0 (2286) 74.0 (1880) COMPRESSOR ACCESS DOOR DIMENSIONAL DATA ALTERNATE PIPING ACCESS 'PANEL (HOLES SIf OTHERS) TO Oak VOW, DUNI* mama UP •W DUCT OPTIONAL FLUME GRILL CONTROL MONITOR DSCHARCE (OPTIONAL) CONTROL ACCESS PANEL ACCESS DOOR /OR: 30 TON (CAM, CAM. CAO, 1 CO) COMPRESSOR ACCESS DOOR `) PIPING ! ELECTRICAL SUPPLY - - FLOOR • I CUTOUT T .5 • (38 ;582 9450923 a ,.i ig Table 5 34.5" (Ts8 52.75' CONTROL YONTTOR CONTROL ACCESS PANEL MEOWS & MOTOR ACCESS PANEL 682 - 904 -012 F L.E 8100 January 13, 2000 Steve Black 101 Elliott Avenue N, Suite 330 Seattle, WA 98119 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0441 Exodus Communications 12301 Tukwila International BI Dear Mr. Black: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division. At this time, the Fire Department, Planning Division and Public Works Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99.0441 Steven M..Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206.431.3665 February 7, 2000 Rom Barrages, P.E. President Nelson- Bourdagee, Inc., P.S. a division of Pegguneyer Dssign Group, Ino. 02/08/00. TUE 12:48 FAX 206 281 0920 Sabey 2 -07- 2000" 3:17PM FROM aLSON "BO DACES d2582$a860 Mr. Steve sleds Sabey Corporation 101 Elliott Avenue West, Suite 330 Seattle, WA 98119 Dear Mr. Bledi: RE: Exodus Tenant Improvement, Building A International Gateway Corporate Park Tukwila, WA Please note the structural detail designation was incorrect on the permit submittal set: 57 details reflect the third floor framing, even though the section bubbles are designated St Sheet S7 will be re- lssuanf with proper 97 section designations for the const uotlon eat. MUM call If you have further questions or comnments. Si Gently, 002 a DiMidon of PoUemeytr Dadpc Group, lac, • 512 Such Weer South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • lax (425) 6284850 BUILDING DIVISION REVIEW Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188 206 / 431 -3670 January 12, 2000 Project Name: EXODUS COMMUNICATIONS Application #: D99 -0441 Plan Reviewer: Bob Benedicto The elevator at the South end of the tenant space is the accessible route of travel between floors 2 and 3. Consequently, a ramp and landing from the elevator lobby to the "raised floor" area will be necessary. Please show the maximum slope of 1:12, the minimum width and other requirements per UBC 1106.8 2. Generally, (UBC 2404.1) glass must be supported on all four edges. Where this is not the case, a specific design for the anchorage of the glass is necessary. Provide Detail X / A6.0 and the specific anchorage required for the glazing channel. Note: The typical suspended ceiling grid system is not adequate to support lateral loads from the glazed wall system. (per note © 9 / A7.0) . Reference is made to a structural upgrade to the existing floor slab in the area of both UPS rooms. Please provide the structural calcujations and details referenced on the plans. 4. If the UPS rooms are subject to the requirements of UFC Article 64, the partition schedule and door schedule will need to be revised to require the fire resistive wall construction and protection of openings required by Article 64. If the UPS will not exceed the thresholds of Article 64, Please state and qualify. End/ Initial plan review comments. • Page 1 ,.r t �� r 7ln .ern hj vN �AXt w„s^ DEPARTMENTS: ng Division Public Works Complete U Comments: APPROVALS OR CORRECTIONS: (ten days) Approved \ [WOO 1E .DOC 5/99 `r1"}t ��.4 k S.S1;u ".43`> aXL wK7i�k ",fii1 r^'a`!F ?CG + 3f:'f Fkt Ptit7/ 4VAI s vVrCY :nir l r ak zar a f PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0441 DATE: 2 -16 -2000 PROJECT NAME: EXODUS COMMUNICATIONS Response to Incomplete Letter # Original Plan Submittal Response to Correction Letter # — XX Revision # 1 After Permit Is Issued F "r 1 P io F� r il - Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route I I Structural Review Required I No further Review Required REVIEWER'S INITIALS: DATE: Approved with Conditions nl Not Approved (attach comments) nI REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions Not Approved (attach comments) Li Planning Division Permit Coordinator DUE DATE: 2 -17 -2000 Not Applicable n DUE DATE 3-16-2000 REVIEWER'S INITIALS: DATE: n ) d r' r 7' , «t � ' +` t i•..•:u1 rx . axy �A. i .ii�i.'fi.7**PtU t r 47 , -r�7 TN O Ice • « :M'pt Rs..ar.�%°t'itm Y�tkari4l�, G, f�s... r. ..,.�C,t��.�d�+7'F'btt:i.A�n'?.. .':fMSy >• t e .i �,�..1....>r..�. !1S.i'l. �,. �. r.. �p. c.: r�Y' �i' �c ..r..t[il{E':!.....r..i... }1av kJ.}+N %A.. i..�'l::at r, �..'11�*: �� «9.�u... c.�7,{.U• %Il'LSi J MBER: D99- 0441. DATE: 1 -21- 2000 PROJECT NAME: EXODUS COMMUNICATIONS Original Plan. Submittal Response to Incomplete Letter # XX Response to Correction Letter Revision # After Permit Is Issued DEPARTMENTS: }Z5F3 Building Ato& -7-OO Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved V'RROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Comments: ■ TUES /THURS ROUTING: Please Route d Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Fire Prevention Structural. Incomplete C Planning Division n Permit Coordinator n DUE DATE: 1 -25 -2000 Not Applicable n Not Approved (attach comments) DUE DATE DUE DATE 2-22-2000 REVIEWER'S INITIALS: DATE: Approved with Conditions C Not Approved (attach comments) REVIEWER'S INITIALS: DATE: TIVITY NUMBER: D99 -0441 i jECT NAME: EXODUS .. MMUNICATIONS XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter DATE: 12- 17 -99 Revision # After Permit Is Issued DEPARTMENTS: B iidpg Division d l - «� Public W rks Lea g lz 7b DETERMINATI OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTy ' G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions ri Not Ap MiLui (- C4YYuri/6 \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: •..v,•: �;r�r,., ary'??'.ir," ^t r:AL'v,"h -?,ra 74.. c . ti-7��M?:..,43tir `N�yt',!D gvir `5 a tr I «,: - S � :a,.r.R lN�i�,;,..:7 .<'�"1,�:5, �viif..Y l�.r�U.irn:.!��.ktm:�l`'11F,. �:......�J'.,Ci..... PRMIT COORD COPY PLAN REVIEW /ROUTING SLIP `� Fire revention Structural Incomplete CORRECTION DETERMINATION: Approved n Approved with Conditions n n rM PlannirS Division /f Permit Coordinator DUE DATE: 12 -21 -99 Not Applicable ri No further Review Required ❑ DATE: DUE DATE 1 -1 8-200 ved (attach comments) ATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Revision No. Date Received Staff Initials Date Issued Staff .. -: Initials Date Issued Staff Initials Summary of Revision: T . ' ° Received By: Revision No. I Date Received Staff Initials Date Issued Staff Initials I T . • I I I Summary of Revision: Received By: PROJECT NAME: f)(od' PERMI NO:. Oq - QLIg I Site Address: 1 a2'' OI 1 .t • a . Originae Issue Date: Revision - No. Revision No. Summary of Revision: Date Received Summary of Revision: REVISION LOG Staff Initials i Revision No. • Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: i Date Received Staff Initials Received By: Date Issued 2r22 Date Issued (please print) (please print) (please print) please print (please print) 'Staff Initials Staff Initials • • Project Address: _....._....,. a.< w+. ww. r- wew. �wr+... ww n+ � *rrawr,xa »• ++..uarw,..,�rr.rs.. Date: Z- iG -DO Plan Check/Permit Number: P /9 0 tif/ El Response to Incomplete Letter El Response to Correction Letter y :L Revision after Permit Issued 4 I. Project Name: 6)0 p ) . Sheet Number(s) A1-0 ■S ■/ .. .� 1. 1 4♦ It ri . I - 9 Contact Person: 6( -k- Summary of Revision: • (/t4 6 s? To' ermetrrt0 LA ' or.) 7.00 Li :3r1-1 • of DUX, A - DUE To 1E14 ktJT SU t3 Lets . • • ik1V(Nto ?jfeJL exf - 6FF 714o Fixrot fit (-N) d eon uotN6 "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center De) Ear Entered in Sierra on d � (4 a) �AI � CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Phone Number: Zt l 'PO Ktl,t1VtU 'ITY OF TUKWILA FEB 1 6 2000 PERMIT CENTER 3/4/99 It: ?Yi 1 lGi ill a mar ♦na1.:,a V rJn {Yh lrrq$�;!4:. .; . t ":; � ^�sti rk yN};l,FS..�. ••■41.•F;4 ■ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /- Z1 -1 O Response to Incomplete Letter # ® Response to Correction Letter # 1 • Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D99 -0441 Project Name: EXODUS COMMUNICATIONS Project Address: 12301 Tukwila International B1 Contact Person: Steve Black Phone Number: (2eZ)2? I -- MOO Summary of Revision: 'Ie �llt b �{Z .14 j Tt) tot_ btrr s At . 0 , A 2 .o 1 45.0 46.v e 117.D "li R Ft x Vm..rinlc.v r &PT (mw1E 4iTS MIN OP 'YUIpUMA JAN 2 1 2000 PERMIT CENTER fit fitN11060 1TULTI )fang ok /ALA's Z)J 3'ti Fug. VPS Re/0144 Ft. 6/z UptvR G , Sheet Number(s): /44.0 A Z• O A 5.0 f� 4 /9?-D SI , 5Z , 53, 54', 55", 56, S J "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: .. [r Entered in Sierra on t' . Z` 01/13/00 Fire Department Review Control #D99 -441 (512) Re: Exodus Communications - 12301 Tukwila Intl. Blvd. Dear Sir: December 28, 1999 John W. Rants, Mayor Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1 Maintain fire extinguisher coverage throughout. 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, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 Page number 2 City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt'is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 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) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1 Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1003.2.9, 1003.2.9.2) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self- luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department Page number 3 Thomas P. Keefe, The Chief sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) Exit doors serving exit enclosures and exit passageways shall be maintained self - closing or shall be automatic closing by actuation of a smoke detector. All hold open devices shall be listed for the intended purpose and shall close or release the fire assembly to the closed position in the event of a power failure. (UBC 1005.3.3.5, 1005.3.4.4) The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 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) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 4 Thomas P. Keefe, Fire Chief accordance with Section 1112.2. (UFC 1207.1) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests.. (UFC 10.503) (City Ordinance #1742) 4. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 57.5-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, The Chief all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) .575-4439 F625-052-000 (11197) • .-_-:fit.itriftetfaol'al,'"--- Detach And Display Certificate F.E AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST # - . DATE CCO1. SABEYCI0331Cr■lj,12 /31/2000 EFFECTIVE DATE • • 05/14/1997 S ABEY&CONSTRUCTION4INc I o -1.'-',F•ELLI61417,4VE7:W•?4 0 . • SEATTLE: '• WA 98119' • ";; • • ' ' • ' ' • • I Issued by DEPARTMENT OF LABOR AND INDUSTRIES Signature Please Remove And Sign Identification Card Before Placing In Billfold EL,QQSc Occupant Load Required (Mai) Required (Women) Existing men) Exleting (Women) Proposed Proposed men) abmen) 1st Floor (Existing) 29 (actual) 2 2 2 2 '0 2 2nd Floor (PHASE 2) (accessary to Flr. I) 0 0 0 0 4 1 3rd Floor (PHASE 2) (accessory to Flr. I) 0 0 0 0 4 2 Building Totals 19 (actual) 2 2 .263 63W 56W 1,101W 252481U 6 �� FIXTURE TTPE 24 Parabolic FAoreecet 8x4 Parabolic Ruoreecent2x4Parabodc Fiuceeecet COapect Fluorescent Do. LligM (262 Quad asps) w8vriertexr . i DIAL wAt i5 (2 40U U lupe) (2 40fU T8 Saps) (3 40W T8 tamps) lot Floor 21 112 2015W (PHASE U '0 63W 8W EXISTING 2L. 44 96W 26W 20,52&U 1,144W FIRST FLOOR TOTAL WATTS (LIGHTING) 24,10W 2nd Floor fl 11W 924W (PHASE 2/ 21 .263 63W 56W 1,101W 252481U 29 26W 154W 92292 D FLOOR T OTAL WATTS (LiCs,ITRY) 28621W 3rd Floor 20 111 19400) (PHASE 2) 31 246 63W %W 24'3W 23,808W 73 26W 33. SECOND FLOOR TOTAL WATTS (L1,14TING) 28011W vicinity iNap TM auurr FAY Abbreviations AC ACT ADS ALT ALIT MOD APPROX ARCH BLDG BM 58/5 O5MT CAB VRG CLR CLG CLOS CCP COL CtNST CCNT CGNTR CPT CT reET DIA Dim DN DW1_- A. Conditioning Acoustical Ce2ng The Adjustable /Adjacent Alternate Aluminum Angle Anodized Approximately Architectural At Building Blocking Beam Building Standard Basement Cabinet Circulation Clear or Clearance C211Ing Carter Line Closet ...erect Change Proposal Column Concrete Conatructon Continua. Contractor Coordinate Carpet Ceramic Tile .^.eta 11 Diameter Dimension Dour Door Drawing • I T1) 44/ EXODUS ° .e ' j D cn__cD 2nd. & 3rd. Floor Build -out East EA Each EL Elevation (Height) ELEC Electric ELEV Elevation (,823 Elevator EC Equal EXIST Existing FIN Finish FLR Floor FLUOR Fluorecent FOIL Furnlahed by Owner, Installed by Contractor FT Foot/Feet FTIC Furnished by Tenant, Installed by Contractor FUR4 Furnish Furnishings GA Gauge GALV Galvanized GL Glees/GOP. eee5 Gypsum Wall Beard HCUI ND HDW NOR rf'1 HT HvAC IN INCA, INCL INSUL INS'L JB JT Hollow Core Wood Hard Hardware Horizontal Hollow Metal Height Heating Ventilation and 4, Conditioning Ind-, 'ncandeecent include Insulation Installation Junction Box Joint KIT LAM LF LTG MAT MAX MEG-, MED 91E22 terR MISC MTD MIL CPNG OP'P OR. PERM PERM P -LAM °LAD' POL f?k PT Location Plan Kitcnel Laminate Lineal Feet Lighting Material Maximum Mechanical Medium Mezzanine Manufacture Mlscellaneo e Mowted Mater la I/MetaI North 9/A Not Applicable NIC Not In Contract NO Number NOM Nominal NON COMB Non Combustlbe NTS Not to Scale On Center Opening, Opp o8 ire Original Permanent Perpendicular Plate Plastic Laminate Plywgod Polished Parr Paint RB REFR REINF RE0'D REV RN RO 5 SCHED SOU SEAL SECT 5Hi SIM 511 5a 5TD STL SIG Su5P TEL TEMP THERMO TTP VAR VCT VEIN VERT W/ WC WD AREA OF WORK 2nd & 3rd FLOORS 12301 PACIFIC HIGHWAY SOUTH TUKWILLA WA Rad. Rubber Base Refrigerator Reinforcing Required Revision Room Rough Opening South Schedule Solid Core Wood Sealant Section Sheet Similar Sheet Metal Square Standard Steel Storage Suspended Telephone Tempered Thermostat Typical vane. vinyl Composition Tile Veneer vertical n. Uest/Wattafidt^ Wth Without WSllcovering Wood General Notes Project Data Building Data Project Name Exodus Co nntcetion 4.898 reel Getesey Corporate Far. S.F. of Work Area APPROXIMATELY 66,456 SF. Occupancy 5 - DATA CENTER Exiting 1 HOUR EXMNG 8113lBl 14cL D8G CORRIDORS AND SIAM 097304 - 9361-05 Design Codes 551 EDITIONS OF, 1500181 BUILDS CODE MFG, tR'IG 594 WS/ STATE @EIia1 CODE, 534 W4541t Tao STATE BA R ETIR FREE CODE Legal Description Energy Budget TOTAL WARS (LI64T1iG) TOTAL CODE5 A. Ail work shill conform to the applicable building codes and ordinances. In case of any conflict where the met.de or etandarde of Installation or the materials apeclfled do not equal or exceed the requirements of the laws or ordinances, the laws or ordinances shall govern. Notify the Architect of all Conflicts. THE DRAWINGS AND SPECIFICATIONS A. Structural, plumbing me.c'anlcal, electrical and fire protection drawings are supplementary to these drawings. The Contractor shall coordinate the work of each consulting engineer with these drawings and the Tenant Improvement Specifications and shat: notify the :Architect of all discrepancies with a written request for clarification. Pry work 5mt8iled In conflict with these drawings or the Tenant Improvement specifications shall be corrected by the Contractor at no expanse to the Curer, Tenant or the juchltec5. a See sheet TID For additional notes and specinc8ticrs C. Refer to core 4 shell architectural drawings and specifications, under separate cover. For additional Information. It wall be the Contractors' reepomlblllty to coordinate arty/all work between drawing packege8. DIMENSIONS A. All nformation ehoun an the drawings relative to existing conditions Is given as the best preset knowledge but without guarantee of accuracy. The Contractor shall field verify existing conditidu B. 268981058 on the plans are typically to the Finish face or partitions or to to center line of coluxw. affecting the design prior to proceeding with the Item or work affected. C. Door and caged openinge without location dlmeetons are to be four and one -half l4 1/2') Irides from the Faces of adjacent partition or centered between partitlom. D. Locate partitions that are not din ereioned, flush and square with the existing structure or on the centerline of a window mullion as shown. Do NOT SCALE DRAWINGS A. The Contractor shall use dimerslom shown on the 89881 g5 and actual Field meas0ements. Notify the Architect of any discrepancies found. 45eREVIATICN5 A. Throughout the drawings are abbreviations which are in common use The Ilst or abbreviations provided is not intended to be complete or representative of conditions or materials actually used on the protect. The Architect will define the Intent of any In question. COORDINATIQ�' A. The General Contractor 4 tenant shall be responsible for the coordination and v8IFicatlon of the work or all trades to aseWe compliance With the drawings and specifications. St Floor 5F. 25,321 • 120 WIS. = 35,192.4 WATTS (ALLOIIED) 2nd Floor SF. 34040 • 120. W/5F = 40448 WATTS (43301ED/ 3rd Floor 5F. 32,456 • 120 ULSF . 38541 WATTS (4LLOUlED) Address Building Area ENCOU6 CaTINCAT0146 a30r PAOSIO 141CA AY & 1UOR A WA 98168 Owner GAMY CORPORATKN 101 FLUOR AVEME W. 8111TE 330 5EATTLL5IA814I2GTQt 9885 TE (20 288 -8700 CONTACT. STEVEN D. BLACK Tax Parcel Number Construction Type TYPE IL ag f1Qle 2410i WAiiS (DESIGNED/ 258921 WATTS (DESIGNED/ 25011 WATTS (DESIGNED) 1145314 UAT86 (ALLOIJED) 80145 W4178 (DESIGNED) FLOOR I: 29,321 S FLOOR 2, 34040 8F FLOOR 3, 32,456 8F TOTALS 98923 8F Occupancy B - DATA CENTER Parking Provided 3 CARS , 1000 SF BEGINNING AT A POINT ON TE SOUTH LINE OF TFE NORTH HALF OF THE NORTH HALF OF THE BCUTHEAST QUARTER CF THE SOUTHEAST 28848885 OF SECTION 9, TOWBNIF 23 NORTH RANGE 4 EAST, WILLAMETTE MERIDIAN, KING =NTT, WASHINGTON THAT IS 5 89 3098' E 60374 FEET FROM THE SG 8I1EST CODER OF SAID NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST AIARTER OF THE SOUTHEAST QUARTER* THENCE N 02 rT79' E 323.19 FEET TO A POINT ON THE NORTH LIME OF SAID NORTH HALF OF THE NORTH HALF OF THE 80 14-0467 QUARTER 58 THE SOUTHEAST =IA ER THAT IS S 89 2133' E 61471 FEET Mal THE NORTHWEST COFNE. R OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST (14RTER OF 8EC11ON 9: THENCE 8 89 21'33' E, ALOE THE NORTH LNE OF SAID earn -EAST QUARTER OF THE 6552 EAST QUARTER 10416 FEET TO A PONT THAT le N 89 2733• W 30000 FEET FROM TIE INTERSECTION OF SAID NORTH LINE OF THE SAITFEAST 01AR1ER OF 11-E 80UTHEAST (i94RTER WITH TIE UESTERLY RIGHT-0F UST LI•E OF PRIMARY STATE 655664Y NO. I (68 99) SOUTH 118T14 ST. TO Jct. 885, NO. I-K APPROVED AL'S 23, 2351a THENCE N 24 853' W GUI FEET: THENCE N 63 5574• E 5816 FEET: THENCEN822271'E64.93FEET: THQNCE 8 05 01'10' E 186 FEET: 785115E N 15 53'44' E 10601 FEET: THENCE 818 3838' E 153 FEET: THENCE N 11 3851 E 6196 FEET: THENCE N 13 32'42' E 1658 FEET TO A POINT ON SAID UEBTERLY RIGHT-c -WAY LEE OF SR 99: THENCE FOLLOWING SAID wE8TERLy RIGHt- CP-UWY LEE ALCNG. ARC CF A 28600 -FOOT RADIUS NON- TANGENT CUM& TO. TIE RIGHT. (THE CENTER OF UNICH BEARS S 7T 31•33' NJ TFIa0UGl4 A CENTRAL ANGLE CF 4 0451', A DISTANCE OF 20050 FEET: Ti -ENCE CONTMING ON SAD I5EBTERLY RIGHT-CF-WAY LINE 5 Q 2271' E I 31411 FEET TO A FONT ON SAID SOUTH LiiE OF THE NORTH HALF OF THE NORTH HALF OF THE 60UTHEABT =ARTER OF THE 80UTHE454 li1ARTER: THENCE N 89 3018' W 48601 FEET 1'O THE POINT OF EEGINING. • SITUATE IN THE CITY OF TUKWILA, KNCe C5IN17, WASHINGTON AND 50NTANING 59220 SQUARE FEET OF LAND M cRE OR LESS FIRE PROTECTION A. IF neceesaryprov!de Fire stopping at all vertical and horizontal pen.. .tom of fire rated eel.. as r8q419ed by the govering authority_ B. Contractor is resporefble For modifications to the existing Fire Protection 5yetem5 as retuned by the work of the Contract C. Contractor shill provide occupancy signs confor805 with applicable codes requirements. D. Contactor shall provide exit signs In the type ember and location as shown on plans, or as othewise required by the local Inspector. E. Al exit doors evil '52 openab9 9om the inside without key or any special knowledge. F. Intsior Finishes shall not exceed a Flame spread rating of 25 at exit corridors (walls a ceilings) G- 411 modinctiom 04/a of ire building Fire 85598 898825 are to comply Washington State 98114 g Code With ADA 4 weshington state barrier Free requirement For visual and audible alarm signals. H. Refer to 5- 55 28 4 710 for additional Pre Protection notes GENERAi. CCNSTRUCTi(N 4. The contractor shall investigate and ver9Fy locations of structural, mechanical and electrical elements and other existing conditions prior to driling or cutting_ of slabs or structural members. NotiFy the Architect of any conflict's prior to beginning work. B. The Contractor shall be responsible For providing all wall blocking as required for all wall and ceiling mounted Rena. C Ali con.tructlon shall be stabilized agalmt lateral movement In accordance with the requirements of the latest adopted edition, of the UBC n the local jurisdiction D. Ceiling heights, where indicated, are from sub floor to bottom of ceiling grid or other Finished surface. E. Mechanical, electrical and spier.. work shall be conducted under 8ep8 permit. GENERAL FINISH NOTES A There shah be no exposed pipe condul2,.c,t, vita, etc. All such Imes shaii be concealed or furred and Finishes unless noted as exposed conatructlon on drawings. B. Offset studs whe8 required so tha(9191 flnlish wall surfaces will be Flush F - galvanic Insulation between dissimilar metals o Refer to Sheet TID For additional Finish notes WALL FINISH NOTES 4 All paint, wallcoverirgs and wall panels shall be applied In accordance with the manufacturer's epecificauons for the particular surface applied upon. B Samples of all finish cobra specified shall be submitted for approval by Architect prior to the cc m e..al4 of work C. Flame spread rating. for interior finish to be Clan 3 or better. D. Paint I le the general paint color unless otherwise noted. Description of Work PHASE 24 This wort mill complete the balance of Ut¢ 895885 scope defined under the previous build -out, as well as 0rtallbg the saMasbucttre for 'flaws Elertr5Oal a HvAC equipment. The stead floors 34040 8.F. and the third Floor f° 32456 .1. Both the 2nd and 3rd floor. 5111 be bulk out eeultaneolsly. The 2d floor mill be shared space with approximately 4300 47. of office space, including rest roan, the balance babe co- location area. T s Intended use far the office space Is primarily for aetans8, ale are planing For approximately tue2x5 818' stork 45t42ms. Tins 3rd floor will be ercumively co- location area with Redrawn as well Bosh floors will taw, dedicated MIS, NOD and UPS rooms. Project Team Architect: SABEY CORP. ARCHITECTS,* GROUP lei ELLIOTT AVE W SUITE 330 SEATTLE, 444 9815 TEL. (206) 251 -5100 CONTACT: STEVE 5LAGX e -Hall: Stevef34 aabeycan Construction Manager ERNST 4 1 LLP 999 THIRD AVE SURE 3800 SEATTLE, WA 98104 TEL, (206) 654 -1488 5057458 MARCUS FOERBTER e -mail, MarcwfoorstareEY.cem Contractor. SAEEY CONSTRUCTION 101 ELLIOTT AS W SUITE 330 SEATTLE WA 9619 TEL: (206)241-M0 =NUM pap Gardner e-msll, Doutgcea e beycan Drawing Index ARCHITECTURAL: 400 Cover °Met TO Specifications 4 Ganara5 Information 410 2nct 4 3rd.. Floor. Cage 4 Cable Tray Layout 420 2nd. 4 3rd. Roos 5orstruetin Plan 430 tad. 4 3rd Floor Reflected Canes Pan A40.. Enlarged Office 4 Rostra= Plan 060 Schedules A60 Elevations 4 Detail. A10 Details STRUCTURAL: Sl Ky Man 82 Roof F1aa 89 Details MECHANICAL: 490 Abbreviaticre Gnaw' Notes, Draubg MOl 9adantea! - Butkl489 A Ionlnq Pkn h122A Mechetioa - 210 Floor 4VAC Pan 6228 Medanca - 2rtd Roos 4840 Plan 5234 Medeaca - 3rd Floor 44845 Plan M535 Mechanics - 3rd Floor HVAC Flan MQAA Mecham. - Roof HVAC Flan •2AB Mecheaca - Roof 14VAC Plan M22 AP Mlecham. - 2nd Floor Plpmg Plan 62288 Mechanics - 2nd Floor Rpi a Plan M23Ap Mechanics - 3rd Floor 5485 Pan 512358 Msdantc8 • 3rd Floor PIpu9 Plan Fixture Mechanical /Electrical Engineer: ALFWl TECH, 91 EAST BR KAU RD. BUTTE 300 SAN JOSE, CA 95112 TEL, (408) 436 -63010 CONTACT, ROD MANDIVI e -arel45 RodMandMealtccom Structural: NELSON - =Roa8 S, N5. 512 SIXTH ST, SUITE 202 KIRKLAND, IVA 90033 TEL, (420) 521 -5990 (457457, ROBERT B011RDAGEB e -mail, Nesbaa6o4con Count (Toilets & Urinals) EU .2nd 4 3rd One -Line .. Dagam AL/TE 8desd4la 8mted Elev ELECTR ICLEPHONE'NOTES • A. Refer to Sheet 910 for Electrical/Telephone notes. MECHANICAL: (Cont) 62.4Mechlin. MecnMechlin. - Roof Poing Plan 62458888862426 - Roof P#1 6 Plan 833 Midas. - Amax Ow Partial Mar. 932 Mechanics - Building A onected Ceiling Plan 941 Medtanca - Schedule* I 641 M8danlca - Sdt.cbl« ,41�j 3 4t4et4m JIMt 862 Modem 48 662 Micron. Med - Details MI 9888242. - Control Diagram Abbreviations 02 Pore 8 ildwa A Notes, 3rd Plod Details P Plub*g - Enlarged Plan 4 Diagrams ELECTRICAL: r� CHANICAL NOTES F G E 1 7 "r d A. The HVAC system shall comply with all applicable codes. he B. T Contractor. 05315 verify sizes and locations of all openings for mechanical equipment with Mechanical Drawings as well as shop drawings before proceeding with the work '' C. The Contractor .hall provide balancing and reports. D. Refer to Sheet TID fa- additional Mechanical Notes. PM UJ! "' n;ta " EQUIENT A. Uhere shown on drawings, .4811 Building Standard plumbing fixtures. Fl re exting4I5here and cabinets In accordance with the manufacture's Instructions. €a41PMENT LABELMG A. Label all mechanical and elect 1041 components (concealed at ceiling) with appropriate colored dote on the telling grid. Color coding system to be 5ab83 corp. std as follow: Blue: HVAC units/ exhaust Green: Water (star off) Red: fire oysters Orange: HVAC control Tel., Gas SEPARATE PERMIT RE RED FOR: CHANICAL ELECTRICAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKWILA 3UiLDING DIVISION - Dew. scoepvL6 - Detals FILE COPY cIT CF TU11.i,IL9 1 1.. __. ' that the Plan Check __ _I to errors and Omissions and 573 =.31 cf audio** py_ Ces not aud18 SS Violation of cry adcptcd code Of MI� r1 t of contractor's copy of approved OMB CONSULTANTS ARCHITECTURE E01 Electrical *4mhos 4 Abbreviatio s urdsx Qjg 2d Floor F oor 5-1.2 ✓458- MVO- South 132313 3d Floor Power Power North E MOP fill/40- 42A 2x6 Floor Lorth 5 . 5428 2d Floor Flo Li X59558 North E43A 3rd Floor LI South 54435 3rd Row L Nash E52 2nd Rom S 1 553 3rd Floor 81 Plan 591 Details and TyF5cal Diagrams REVISIONS ISSUE DATE 156110 FOR PEWIT 12/16/99 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and e same may ot be duplicate sa or disclosed withouth n t the written content of .the Sabe Corporation. DRAWING TITLE: -- // /140 T ED �H SPA TE OF WASha, EXODUS k.. DRAWN BY: 5db CHECKED BY: JUL APPROVED BY: 1zI4srEcT. Tot4 - Resumes> REF: 5 I T 0.0 GOvER SHEET 6ECEN133 LE f ; % ■a,39 PROGRESS DATE: 12,15/99 FILE: Bldg 4,Exodwl39 -7 JQ 51r -05 PLOT: PROJECT NUMBER: 99 - - prLAH SOH o PODS CD STRUCTURAL GRID OA - -. - -- ROOM REFERENCE OFFICE - ROOM NAME DOOR REFERENCE RELITE WITH SILL FULL HEIGHT RELITE KEY NOTES DETAIL REFERENCE WALL SECTION BUILDING SECTION ELEVATION REFERENCE REVISION REFERENCE GENERAL MECHANICAL ACCESS PANEL CEILING HEIGHT FIRE SPRINKLER EXIT SIGN /LIGHT REFER TO HVAC DRAWINGS 154 1 REFERENCE OR DATUM ROOM NUMBER A - DOOR NUMBER =_ c O SEE LEGEND DETAIL NUMBER /LETTER JCL DRAWING NUMBER SECTION NUMBER - DRAWING NUMBER SECTION LETTER I - DRAWING NUMBER REFER TO ELECTRICAL DRAWINGS FOR SYMBOLS. GWB CLG. SUSPENDED CLG. 1 -6 ' 1 RECESSED LJ REVISION NUMBER --ONLY MOST RECENT REVISION IS CLOUDED .y I L CT ROC LU SVH o OL3 ©ELM SfE OOL SEE SPRINKLED DRAWINGS LIGHTING FLUORESCENT FIXTURE FLUOR. DOWNLIGHT 0 M.P. DESIGNATES MOISTURE PROOF. INCAND. WALLWASHER 0 FLUORESCENT STRIP 2 IJ LINEAL FIXTURE 0 NOTE DIRECTION AS REO'D. DIVISION 1 GENERAL REQUIREMENTS 1.1 GENERAL CONDITIONS THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", NA DOCUMENT A201 -1987, FOURTEENTH ADDITION, ARTICLES I THROUGH 14 INCLUSIVE, AS APPLIED TO THE CONTRACT FOR THE CONSTRUCTION OF THE SHELL AND CORE FOR THIS BUILDING, ARE FULLY BINDING TO THIS WORK AS WELL THE CONTRACTOR AND ALL SUB - CONTRACTORS SHALL READ AND BE GOVERNED BY THEM. 1.2 CODES ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFUCT WHERE THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO.NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 1. /RAW.NGS AND SP IFIC'TION THE CONTRACTOR SHALL COORDINATE THE PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. TENANT OR THE ARCHITECT. 1.4 DIMENSIONS A. DIMENSIONS ON THE PLANS ARE TYPICALLY. TO THE FINISH FACE OF PARTITIONS OR TO THE CENTERLINE OF COLUMNS. B. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR AND ONE -HALF (4 1/2 ") INCHES FROM THE FACES OF ADJACENT PARTITION OR CENTERED BETWEEN PARTITION5. C. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH STRUCTURE OR ON THE CENTERLINE OF A WINDOW MULLION AS SHOWN. 1.5 DO NOT SCAT E D AWN S THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND. 1.6 ABBR VIATIONS THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. 1,7 COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE MTH THE DRAWNGS AND SPECIFICATONS. 1.8 FIRE PROTECTION WHERE NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY THE COVERING AUTHORITY. ' 1.9 GENERAL CONSTRUCTION A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS PRIOR TO DRILLING OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY 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 MOUNTED ITEMS. C. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT tN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UBC IN THE LOCAL JURISDICTION. D. CEILING HEIGHTS, WHERE INDICATED, ARE FROM SUB FLOOR TO BOTTOM OF CEILING GRID OR OTHER FINISHED SURFACE. E. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. DIVISION 2 SITE WORK NOT REQUIRED DIVISION 3 CONCRETE NOT REQUIRED DIVISION 4 MASONRY NOT REQUIRED DIVISION 5 METALS 5.1 GENERAL RE QUIREMENTS SUBMIT SHOP DRAWINGS FOR ALL METAL FABRICATIONS. 5.2 METALS FABRICATIONS A. MATERIALS SHALL CONFORM TO THE FOLLOWING: STEEL SECTIONS: ASTM A36 STEEL TUBING: ASTM A500, GRADE B PLATES_ ASTM A283 PIPE: ASTM A53, GRADE A. SCHEDULE 40. BOLTS, NUTS, WASHERS: ASTM A307, GALVANIZED TO ASTM 0153 FOR GALVANIZED. COMPONENTS • WELDING MATERIALS: AWS D1.1; TYPE AS REQUIRED FOR MATERIALS BEING WELDED ALUMINUM MEMBERS: SIZE PER DRAWINGS B. TOUCH -UP PRIMER FOR GALVANIZED SURFACES SHALL BE A ZNC RICH PRIMER. C. FIT AND SHOP ASSEMBLE METAL WORK iN LARGEST PRACTICAL SECTIONS. FOR DELIVERY TO SITE. D. CONTINUOUSLY SEAL JOINED MEMEBERS BY CONTINUOUS WELDS. E. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH AND HAIRLINE. EASE EXPOSE EDGES TO SMALL UNIFORM RADIUS. F SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. G. SCHEDULE OF WORK: 1 GUARDRAILS AT EXTERIOR WALKWAYS 2. DECORATIVE ALUMINUM FRAMING AT ROOMS 101, 103, 107. DIVISION 6 WOOD AND PLASTICS 6.1 GENERAL REQUIREMENTS SUBMIT SHOP DRAWINGS FOR ALL MILLWORK AND CASEWORK ITEMS. 6.2 MILLWORK A. ALL MILLWORK SHALL MEET ARCHITECTURAL WOODWRKING INSTITUTE STANDARDS FOR PREMIUM GRADE CONSTRUCTION. B. PLASTIC LAMINATE SHALL BE 1/16" HIGH PRESSURE LAMINATE AS MANUFACTURED BY NEVAMAR, OR APPROVED EQUAL. PL -1: #AL -3 -2T, TEXTURED, "DREAMY ALLUSION" PL -2: #TR -5 -1T, TEXTURED, "VERDANT TERRAIN" C. STAINLESS STEEL SHALL BE ASTM 0167, TYPE 304 COMMERCIAL GRADE, POLISHED FINISH. STAINLESS STEEL COUNTERTOPS SHALL BE FULLY WELDED CONSTRUCTION MTH ALL EDGES FULLY HEMMED. 6.3 CASEWORK A. ALL CASEWORK SHALL MEET ABA STANDARDS FOR PREMIUM GRADE CONSTRUCTION. B. CASEWORK TO OE PLASTIC LAMINATE COVERED FOR ALL EXPOSED AND SEMI - EXPOSED SURFACES. C. DOORS AND DRAWERS TO BE OVERLAY DESIGN. D. INTERIOR NON- EXPOSED SURFACES TO BE WHITE POLYESTER SHEET OVER 3/4" PARTCLE BOARD. E. EXPOSED CASEWORK HARDWARE SHALL BE US26D FINISH. PROVIDE THE FOLLOWING HARDWARE ITEMS: HINGES: EUROHINGE. BY AMEROCK; 175 DEGREE SWING; #3762 PULLS: COLONIAL #752 DRAWER GUIDES: KNAPE & VOGT #1428 GROMMETS: 2" DIAMETER, METAL ADJ. SHELF BRACKETS: KNAPE & VOGT #346 ARO. DIVISION 7 NOT REQUIRED THERMAL AND MOISTURE PROTECTION DIVISION 8 DOORS AND WINDOWS 8.1 GFNERAI REQUIREM NT A. 0008 AND FRAME ASSEMBLIES SHALL MEET THE FIRE RATING REQUIREMENTS LISTED IN THE DOOR & OPENING SCHEDULE ON SHEET A5.0. B SUBMIT DOOR. FRAME AND HARDWARE SCHEDULES FOR REVIEW. INCLUDE DOOR AND FRAME CONSTRUCTION AND INSTALLATION DETAILS. PROVIDE SHOP DRAWINGS FOR ALL SECURITY DOORS AND WINDOWS. 8.2 HOLLOW METAL DOORS & FRAMES A. HOLLOW METAL DOORS SHALL MEET THE REQUIREMENTS OF ANSI /SDI 100. DOORS TO BE GRADE II, HEA.VY -DUTY, MODEL 2, SEAMLESS DESIGN, 1 3/4" THICK WITH 18 GAGE GALVANIZED SHEET STEEL FACE_. B. HOLLOW METAL FRAMES SHALL MEET THE REQUIREMENTS OF ANSI /SDI 100. INTERIOR DOOR, SIDELIGHT AND BORROWED LIGHT FRAMES SHALL BE 16 GAGE STEEL, FULLY WELDED CONSTRUCTION, FACTORY PRIMED. EXTERIOR HOLLOW METAL DOOR FRAMES SHALL BE SIMILAR TO INTERIOR FRAMES ARID OF GALVANIZED STEEL (ASTM A 526, COMMERCIAL QUALITY, OR EQUAL';, C. EXTERIOR DOORS TO BE INSULATED WITH R -4 CORE INSULATION. • ALL HOLLOW METAL DOORS AND FRAMES ARE TO BE FACTORY PRIMED FOR FIELD APPLIED FINISH COAT. 8.3 HARDWOOD DOORS DOORS FOR OPAQUE FINISH SHALL BE AM CUSTOM GRADE SOLID CORE WOOD DOORS WITH PAINT GRADE BIRCH VENEER, 1 3/4" THICK. 8.4 SECURITY DOORS AND WINDOWS A. EXTERIOR BULLET RESISTANT. BOOR AND FRAME SHALL BE GAFFCO MODEL #0201 OR APPROVED EQUAL; UL -4 RATING. FINISH SHALL BE DARK BRONZE ANODIZED. FULL VIEW LIGHT SHALL BE GPC 1012 GLAZING- INTEGRATE ELECTRIC STRIKE WITH MANUFACTURER'S STANDARD HARDWARE B. INTERIOR BULLET RESSTANT DOOR AND FRAME SHALL BE OAFFCO MODEL #G203 OR APPROVED EQUAL, UL-4 RATING. DOOR TO HAVE 5 "x20" QUA LIGHT WITH GPC 1012 GLAZING. FURNISH DOOR PRIMED FOR FIELD PAINTING. INTEGRATE ELECTRIC STRIKE WITH MANUFACTURER'S STANDARD HARDWARE. C. PASS -THRU WINDOW SHALL BE MODEL AF AS MANUFACTURED BY NATIONAL BULLET PROOF. NC_ OR APPROVED EQUAL FRAME FINISH FO BE POLISHED STAINLESS STEEL. GLAZING TO MEET ELL LEVEL 4 STANDARDS. SEE DRAWNGS AND OPENING SCHEDULE FOR WINDOW DIMENSIONS. 8.5 FRAMELESS GLAZING AND DOOR SYSTEM. A. PROVIDE 'MILLGARD' TEMPERING ARCHITECTURAL GLASS SYSTEM. B. CLASS SHALL BE )i" THICK, CLEAR TEMPERED.. C. TOP AND BOTTOM RAIL SHALL BE STANDARD 33/8 "' : SQUARE CLAD 'RAIL, US26D FINISH. D. II1EAD CLOSER SHALL BE DORMA ,RTS88 WITH MANUFACTURER SUPPLIED 'HEADER SUPPORT BEAM.. E. DOOR HARDWARE SHALL BE 1" DIAMETER PULL HANDLE ON 'EXTERIOR' SIDE WITH LEVER HANDLE ON EXIT SIDE WITH ELECTRONIC LATCH. F. ELECTRIC LATCH SYSTEM SHALL BE (MODEL #S ARE ADAMS -RITE CO.): CYLINDER BACKSET ON DOOR #472OAN06 -000 -628 STRIKE ON JAMB 17800-320-62800 TRANSFORMER #4605 RECTIFIER # 4603 CURRENT LIMITER #4602 VERIFY AL. ELECTRIC REQUIREMENTS VPTh 'SECURITY SYSTEM PROVIDER. G. PROVDE SATIN FNIS1E0 STAINLESS STEEL CHANNEL ON DOOR JAMB TO HIDE LOW VOLTAGE WRING (T /2` GLASS x 1/2" LEG). 8.6 Gi A71NG A. PROVIDE SETTING BLOCKS. SPACERS AND COMPRESSIBLE FILLER RODS AS REQUIRED. PROVIDE GLAZING CHANNELS AND MISCELLANEOUS CLIPS AS DETAILED. ALL EXPOSED EDGES SHALL BE GROUND AND POLISHED. CLEAN ALL GLASS. B. GLAZING SCHEDULE: GL-1 1/2" CLEAR TEMPERED GLASS WITHOUT EXPOSED TONG MARKS C. TEMPERED SAFETY GLASS SHALL MEET FEDERAL SPECIFICATION DD -G -4510 AND ANSI 297.1 WHERE REQUIRED. 3.7 ACCESS DOORS A. ACCESS DOORS SHALL BE FLUSH MOUNTED UNITS WITH DRYWALL FRAMES; MILCOR "DW" SERIES OR APPROVED EQUAL. B. LOCATE ACCESS DOORS WHERE SHOWN ON DRAWINGS AND AS REQUIRED TO PROVIDE ACCESS TO CONCEALED EQUIPMENT OR CONTROLS. VERIFY ALL ACCESS DOOR LOCATIONS BATH ARCHITECT PRIOR TO :NSTALLAT0 8.8 HARDWARE A. SEE HARDWARE SCHEDULE ON SHEET TA3.0 FOR HARDWARE GROUPS. B. ALL LOOKS SHALL BE PROVIDED WITH INTERCHANGABLE CORES. ALL LOCKS SHALL BE KEYED TO LANDLORD'S GRAND MASTER AND MASTER KEY SYSTEM. C. PROVIDE BLOCKING IN PARTITION FOR ALL WALL MOUNTED DOOR STOPS. D. HARDWARE ITEMS: LOCKSETS AND LATCHSETS: SARGENT 3200 LEVER BATH ROSE TRIM CLOSERS: LCN OR APPROVED EQUAL, PARALLEL ARMS WHENEVER POSSIBLE, TB & G AT - WOOD DOORS BUTTS: STANLEY 4 -1/2 X 4 -1/2, US26D FINISH SMOKE GASKETS: PEMKO OR APPROVED EQUAL DOOR PROTECTION: CIPCO, QUALITY, OR BUILDERS BRASS STOPS CIPCO, QUALITY, OR BUILDERS BRASS EXTERIOR CYLINDERS: MEDECO DIVISION 9 FINISHES 91 GENERAL FINISH NOTES A. THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCT, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED. UNLESS NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS. B. OFFSET STUDS WHERE REQUIRED SUCH THAT FINISH WALL SURFACES WILL BE FLUSH. A. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. B. SEE SHEET TA3.0 FOR FiNiSH SCHEDULE. 9.2 WALL F1N :SH NOTES A. ALL PAINT SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLIED UPON. B. SAMPLES OF ALL FINISH COLORS SPECIFIED SHALL BE SUBMITTED FOR APPROVAL BY ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. C. IN AREAS TO BE LEFT UNFINISHED. GYPSUM BOARD WALLS SHALL BE FIRE TAPED ONLY. 9.3 FLOOR FINISH NOTES A. THE CARPET CONTRACTOR SHALL FURNISH AND INSTALL RUBBER REDUCER STRIPS AT LOCATIONS WHERE CARPET AND RESILIENT FLOORING MEET. PROVIDE COLOR SAMPLES FOR APPROVAL. B. FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE ONTO WHICH THE CLOSET OPENS, UNLESS OTHERWISE NOTED. C. PREPARE FLOOR PER FLOORING AND CARPET MANUFACTURER'S RECOMMENDATIONS AND SHELL AND CORE SPECIFICATIONS TO PROVIDE LEVEL AREA FOR FLOORING INSTALLATION AND LEVEL FLOORING TRANSITIONS. 9.4 GYPSUM BOARD ASSEMBLIES A. REFER TO PARTITION SCHEDULE ON SHEET A5.0. B. GYPSUM WALLBOARD TO BE 5/8" TYPE 'X' GYPSUM WALLBOARD EXCEPT WHERE NOTED OTHERWISE. PROVIDE 5 /8" WATER RESISTANT BACKING BOARD AT ALL CERAMIC TILE WALLS. C. PROVIDE METAL CORNER BEADS. CASING BEADS AND DRY WALL TRIO ACCESSORIES WHERE REQUIRED. D. SOUND INSULATION,, WHERE INDICATED. TO BE 3 %z" UNFACED SOUND ATTENUATION BATTS. 9.5 CARPET A. LAYOUT CARPET TO MINIMIZE SEAMS. A. PROVIDE 3D OVERAGE OF EACH CARPET TO LANDLORD IN LARGEST PIECES POSSIBLE. C. CARPET PAD TO BE GFI /ALLEN FIBERLOC II, 3/8" THICK, OR APPROVED EQUAL. D. PROVDE SHOP DRAWINGS SHOWING CARPET SEAM LAYOUT. E. CARPET SCHEDULE CPT -1 PATCRAFT EMPOWERED, #18458 -109, INSTALLED OVER PAD PER MANUFACTURER" RECOMMENDATIONS. 9.6 CERAMIC TILE A. CERAMIC FLOOR TILE INSTALLATION TO BE TCA F113 -87, THIN SET SYSTEM. B. CERAMIC WALL TILE INSTALLATION TO BE TCA W244 -87, THIN SET SYSTEM. C. CERAMIC TILE SCHEDULE: CT -1 DAL -TILE, KEYSTONE PORECLAIII CERAMIC MOSAIC, 2" x 2 ", #DK -147 "BUFFSTONE" CT -2 DAL -TILE, GLAZED INTERIOR TILE, 6" x 6 ", 0- 1225 "CT. DOVE" CT -3 AMERICAN OLEAN, GLAZED WALL TILE, A" x 6 ", #54 "MATTE DARK ASPEN" CT -4 AMERICAN OLEAN, GLAZED WALL TILE, 6" x 6", #56 "MATTE CORAL" D. GROUT TO SAND - PORTLAND CEMENT, COLOR TO BE SELECTED BY ARCHITECT E. PROVIDE COVED BASE TILE, BULLNOSED TILES AND OTHER SHAPED TILES AS REQUIPED. 9.7 RESILIENT FLOORING A. VINYL COMPOSITION TILE SHALL BE MAiNINGTON ESSENTIALS, '2 "x12 , OR APPROVED EQUAL. COLOR SHALL MATCH THE FOLLOWING: VCT -I MANNINGTON #137 "SANDRIFT" B. VINYL BASE (RB -1) SHALL BE ROPPE .080 VINYL BASE, 4" HIGH, MTH COVE, Or APPROVED EQUAL. PROVIDE PREMOLDED INTERIOR AND EXTERIOR CORNERS, OP, ALTERNATIVELY, INSIDE CORNERS MAY BE MITERED. COLOR SHALL MATCH ROPPE #540, FAWN. C. REDUCER STRIPS SHALL BE ROPPE #157 -179, DESERT TAN, OP APPROIEO EQUAL. 9.8 ACOUTSTICAL CEILINGS A. INSTALL TILE PATTERN CENTERED IN ROOM, IN EACH DIRECTION. ERIEPI WHERE NOTED OTHERWISE ON PLANS. UNLESS OTHERWISE RECURRED TO UNIFORMLY SF ACE LIGHT FIXTURES, ADJUST TILE LAYOUT SO THAT NO PANEL WILL HE LESS THAN ONE -HATE FULL LENGTH OR WIDTH. SPRINKLER HEADS, LIGHTS, MECHANICAL DEVICES, ETC. SHALL BE CENTERED IN TILES. B. METAL SUSPENSION SYSTEM SMALL BE 15/16" TEE AS MANUFACTURED Bf DONN. CHICAGO METALIC, OR APPROVED EQUAL. PROVIDE SHEET METAL EDGE MOLCINGS AND TAM. C. CEILING TILE SCHEDULE: ACT -1 ARMSTRONG CORTEUA "SECOND LOOK II" #2/67. 24 "x48 "X5/8'. OR APPROVED EQUAL ACT -2 ARMSTRONG PERFORATED VL FIRE GUARD, #3571, 24 "x48 "x5 /8 ", PATTERN CE. 9.9 PAINTING A. CONFORM TO THE RECOMMENDATIONS OF THE CURRENT EDITION OF ARCHITECTURAL SPECIFICAITONS MANUAL - PAINTING. B. PROVIDE TWO SAMPLES .OF EACH PAINT COLOR AND GLOSS ON 12' x 12" ART BOARD FOR AP PRC VAL: C. PAINTING SCHEDULE: WALLS: 2 COAT PROCESS, TINT PRIMER TO MATCH FINAL CCAT, EGGSHELL ENAMEL GWB CEILINGS: 2 COAT PROCESS, TINT PRIMER TO MATCH FINAL COAT, LATEX FLAT METAL 2 COAT PROCESS, TINT PRIMER TO MATCH FINAL COAT, SEMI -GLOSS ENAMEL D. TOUCH -UP PAINT WITH THE SANE APPLICATION SYSTEM USED FOR THE LAST FINISH COAT. E. ALL PAINT COLORS SHALL MATCH THE FOLLOWING: P -1 BENJAMIN MOORE #1464 P -2 BENJAMIN MOORE #1542 P -3 BENJAMIN MOORE #955 DIVISION 10 SPECIALTIES 10.1 SIGNAGE. SHELL/L(2_2E A. PROVIDE IDENTITY SIGNAGE MATCHING BUILDING STANDARD IDENTIFICATION SYSTEM. QUANTITY = 4. 10.2 ACCESSIBLE TILE FLOORING A. ACCESSIBLE TILE FLOORING (ATF) SHALL BE ALL STEEL II 1250 SYSTEM WTI-. BOLTED STRINGER, AS MANUFACTURED BY WARLESS TECHNOLOGIES, INC B. FLOOR FINISH TO BE SOLD VINYL %LE, COLOR ST -61, "GREY SWIRL ". C. INSTALL COMPLETE SYSTEM INCLUDING PEDESTALS AND CONNECTIONS, STRINGERS, FLOOR PANELS, RAMPS, STAIRS. VERTICAL CLOSURES, AS SHOWN ON DRAWINGS AND TO MEET MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE CODES. D. PROVIDE 1 Q" OUTSIDE DIAMETER ALUMINUM RAILING SYSTEM PER DRAWINGS ANC TO MEET ALL APPLICABLE CODES. E. PROVIDE SHOP DRAWINGS SHOWING ENTIRE SYSTEM LAYOUT. F PROVIDE PAINTED ALUMINUM FILLER STRIP AT ALL PARTITIONS. G. PROVIDE PERFORATED, DAMPERED TILES PER ARCHITECTURAL DRAW - INGS. 10,3 FIRE EXTINGUISHER CABINETS A. PROVIDE FIRE EXTINGUISHERS TO MEET CODE REQUIREMENT OF 75' MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER FROM ANY POINT IN BUILDING. B. FIRE EXTINGUISHER SCHEDULE: FE -1 LARSON CAMEO #C2409 -R, MP5 (2A 10BC), 02 BRACKET, OR APPROVED EQUAL. PAINT EXPOSED CABINET TO MATCH ADJACENT WALL. C. ALL FIRE EXTINGUISHERS IN FIRE - PROTECTION WET ZONES SHALL BE FE -1; ALL FIRE EXTINGUISHERS IN FIRE - PROTECTION DRY ZONES SHALL BE FE -2. 10.4 WHITEBOARD WHITEBOARD TO BE PROVIDED BY OWNER. PROVIDE BLOCKING IN WALL WHERE WHITEBOARD IS SHOWN ON DRAWINGS. 10.5 TOILET COMPARTMENTS A. PARTITIONS SHALL BE ACRYLIC COATED METAL TOILET PARTITIONS; NORMANDIE TYPE AS MANUFACTURED BY SANYMETAL, INC., OR APPROVED EQUAL. B. URINAL SCREENS SHALL BE SANYMETAL TYPE C, WALL HUNG BRACKET SUPPORTED, OR APPROVED EQUAL. C. ATTACHMENTS, SCREWS AND BOLTS SHALL BE STAINLESS STEEL. D. HARDWARE SHALL BE CHROME PLATED NON- FERROUS CAST PIVOT GRAVITY TOPE HINGES WITH NYLON BEARINGS; THUMB TURN DOOR LATCH; DOOR STRIKE WITH RUBBER BUMPER; CAST ALLOY CHROME PLATED COAT HOOK AND BUMPER. E. COLOR OF PARTITIONS, PILASTERS DOORS AND SCREENS TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. 10.6 TOILET ACCESSORIES A. CONFORM TO WAC -5i -30 FOR MOUNTING HEIGHTS AND OTHER REQUIREMENTS FOR ACCESSIBLE DESIGN. B. TOILET ACCESSORIES SHALL BE MANUFACTURER'S STANDARD STAINLESS STEEL FINISH, EXCEPT WHERE NOTED OTHERWISE. C. SEE SHEET A4.0 FOR TOILET ACCESSORY SCHEDULE. DIVISION 11 EQUIPMENT NO1 REQUIRED S BEY ARCH ITECTURE CONSULTANTS REVISIONS ISSUE DATE ISSUED FOR PEWIT 12/16/99 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed withauf the written conoent of the Sabe Corporation. CHECKED BY: APPROVED BY: DRAWING NUMBER: ExoDus 1111`•w� DRAWING TITLE: 5F'ECIFICATIONN d GENERAL INFORMATION PROGRESS DATE: 12n5/99 FILE: Intergate/Bldg .A/Exodue/Dulgs/17 PLOT: PROJECT NUMBER: 99 - 7m - DRAWN BY: bob /sdb jlul T1.0 Met.E W ILA CON OF .DOG I 7 1999 PERMEF_GENZER or VESTIBULE ilk "qtr =MINI RAMP MAX SLOPE 1:20 STORAGE CO- LOCATION (w.*. CC000 eerie Fet CCCo: v "tit STALE OF WASRi FLUSH TO EXIST CURB, PLUS/MINIS 120' 10' RET. WALL TOW. • 1255' TOOL 121' J/ O COMPUTER AREA I vr1 I O 15 AIM SPACE I315I L_ SEE sus. mil) FOR ENL RESTROOM PLAN ^ © COMPUTER AREA eerie oo i= i +ea na r.rl NETWORK ROOM [l0 rt Y "' S 7y L ga g t 1 u. :. r . Arlu rreeerreev 04�.H.Wd.04S0 iw rwr u- rn xnru- © ELEV. LOBBY I301AI MM SPACE 1302 SECURITY OFFICE I 315 1 Dcit LV 1 l L Scale: 1/16° I' -m' GENERAL NOTES L REMOVE 12x12 CONCRETE PAVERS FROM EXISTING BALCONIES. INSTALL SALE PLY CAP SW OVER EXISTING MEMBRANE FLASH AND SEAL WATER TWAT. 2. PROVIDE 2X TREATED WOOD BLOCKING FOR BALCONY CONDENSER UNITS. ENSURE LEVEL/PI-WS NSTALLATICN. COORDINATE WITH MECHANICAL CONTRACTOR FOR ONS. 3. ACCESS LOCATI TILE FLOORING (ATF) TO BE I8' ABOVE CONCRETE SLAB. SEAL CONCRETE SLAB WITH AFB SEALER 4. BEE DETAIL 2, 8145 ATE FOR TYPICAL PERFORATED ATP LOCATIONS. 5. ALL AIR HANDLING WIT PIPING TO BE INSTALLED TIGHT TO BUILDING BTRJCT .m. NO VISIBLE CONDUIT IS ALLOILED (EXCEPT STUB OUTS BELOW ATP) CAP ALL STUB OUTS DESIGNATED FOR.RJTURE USE. SEE BHT. P0J FOR PIPING LAYOUT. 6. ALL R8E1P LANDING ELEVATIONS ARE BASED ON AN ACCESS TILE FLOORIN ELEVATION OF IB'ABOVE EXISTING FLOOR SLAB. KEY NOTES 0 NEW RAISED SLAB'. ON BECK AT .30' ABOVE ExISTA SLAB.. - SEE STRICT. 0 POWER AND CONTROLS WIRING PROVIDE (2) 314' CONDUIT TO EACH CONDENSER WIT. O CONDENSER UNIT PIPING - SEE MECH. O 18' x BLOCK CUT IN NEW RAISED CONCRETE SLAB CH DECK - SEE STRICT. O I -HR EXIT CORRIDOR O 90' x 20' 14VAC BLOCK OUT - SEE MECH. O FLOOR MOUNTED AIR HANDLING UNIT - SEE MECH To BELOW SEPARATE PERNIIY. REQUIRED FOR; r] MECHANICAL. ❑ ELECTRICAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKWILA EJll_DING DIVISION O Floor 2 - Construction Plan i A , sane n� a rval of e vi ion or any 1 of r ,, on- 2Ins : r sacknov:ledged By Date - Permit No. COY OF TUKWILA APPROVED Floor 3 - Construction Plan Scale: 1/16' = 1' -0" GENERAL NOTES I. REMOVE 12x12 CONCRETE PAVERS FROM EXISTING BALCONIES. INSTALL SINGLE FLY CAP SHEET OVER EXISTING MEMBRANE. FLASH AND SEAL WATER TIGHT 2. PROVIDE 2X TREATED 11000 BLOCKING FOR BALCONY CONDENSER UNITS. ENSURE LEVEL/PLUM INSTALLATION. COORDINATE WITH MECHANICAL CONTRACTOR FOR LOCATIONS. 3. ACCESS TILE FLOORING (ATP) TO BE IS ABOVE CONCRETE SLAB. SEAL CONCRETE SLAB WITH APPROVED SEALER 4, SEE DETAIL 2, SHT ATE FOR TYPICAL PERFORATED ATE LOCATIONS. 5. ALL AIR HANDLING WIT PIPING TO BE INSTALLED TIGHT TO BUILDNG STRUCTURE. NO VISIBLE CONDUIT IS ALLOWED (EXCEPT STUB OUTS BELOW ATP) CAP ALL 511J5 CUTS DESIGNATED FOR PSTLIFE uss. SEE NAT. P0.1 FOR PIPING LOCATIONS. h. ALL RAMP LANDING ELEVATIONS ARE EASED ON AN ACCESS TILE FLOORING ELEVATION OF IV ABOVE EXISTING FLOOR SLAB. KEY NOTES 0 NEW RAISED SLAB ON DEC{ AT .30' ABOVE EXISTING SLAS - SEE STRICT. RECEIVED CITY OF TUKWILA O POWER AND CONTROLS WIRING. PROVIDE (2) 3/4' CONDUIT TO EACH CONDENSER UNIT T - 5 7o00 O CONDENSER UNIT PIPING SEE MECI. PERMIT CENTER 8 A 4 AIR HANDLING UNIT. - TYPICAL SEE MECHANICAL FOR EQUIPMENT PHASING. REMOVE OVE STOREFRONT DOORS. REPLACE W/ 350' BALLISTIC DR (FULL LITE) W/ 3' x 1' SIDELITE. O REMOVE STOREFRONT. INFILL W/ EIFS. INSTALL 8' x 10' ON. COILING DR 41 3' x T BALLISTIC DR MAY 0 5 200 AS , TL r0 CONSULTANTS REVISIONS ISSUE DATE DRAWING TITLE: FILE: ARCHITECTURE 3533 8 Add Door 2093 5/5/00 1 Rtss 314 1 315 Revisions 4/12/00 6 General Revisions 3/5/00 5 M5 Revisions 2/23/00 4 Issued for Gonst. 2/11/00 3 OfFice/Nod 1/26/00 2 Bldg Dept. 1/21/00 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Subey Corporation. DRAWING NUMBER: ExoD im'ergg i a+w PROGRESS DATE: 2.20/00 PLOT: PROJECT NUMBER: 99 DRAWN BY: sdb, dd CHECKED BY: JL APPROVED BY: Floors 2 A 3 Construction Flan 'b:1Z :91 '001 /50/50 PaTTotd OAP' O. /U \BSut:CJ6 \5C- OL_U6 \erlpuy.a \V OPIU \C1UJATUO \:S :a[ ?J 6 rei 4 • l' -11' Rest Room - Coretruction Plan Sc ale: 1/4° = — ALIGN 23' -5 V4' 39' -5 I/8' 8' -2 V4' 3' -0' Ea Q a1 O-- 9. W512 24 W6' 13' -8 1/8` 45' -5 15A6' 204 2 MO Area - Ceiling Plan Scale: I/8' = I' -m' 0 Rest Room - Gelling Plan Scale: 1/4' = '1' -m° 1q 1 A D S BEY CONSULTANTS REVISIONS DRAWING NUMBED ARCHITECTURE ISSUE DATE ISSUED FOR PER*" 06 All drawings and written material appearing herein constitute the original and unpublished work of the Sahey Corporation and the sa may. not be duplicated,. used or disclosed without the written doncent of[he Sabey Corporation. EXODUS rntelra, >e° DRAWING TITLE: Second Floor Office 2nd U 3rd Floor C m EIVED DEC „11 C ENTER PROGRESS DATE I2 /5/99 PERMIT CENTER FILE: B;dg- ✓Exodusi99- 10- 05iDwya /A4 -0 PLOT: PROJECT NUMBER: 99 - - DRAWN BY: Sdb CHECKED BY: JL APPROVED BY: 44.0 OPNG NO. OOOR/6:61 FRAME' WALLS FIRE FIRE RATING HARDWARE TYPE. REMARKS TYPE THICK''. OPNG SIZE MATERIAL FINISH TYPE .MATL CEILING 20 B 1 3/4 3' x 7' H.M. P -1 I H.M. P -1 FINISH 4 203 B 1 3/4 3' x 7' H.M. P -1 . 1 H.M. P -1 ATF 4 202 B 1 3/4' 3' x Y H.M. P -1 1 H.M. P -1 ACT -2 1 203 C 1 3/4. 6' x 7' H.M. P -1 1 H.M. P -1 60 IN 2 2032 C 1 3/4 3' x 7' HM.. P -1 1 H.M. P -1 60 MIN 2 1031 F GWB 6' x 8' OWN P -1 2 STEEL P -1 60 MIN P -1 204 E 1 3/4 3' x 7' 204 FF = ALUM FF GWB P -1 P -3 2041 A 1 3/4 3' x 7' WD P -1 1 H.M. P -1 9' -0" AFF 8' -6" AFF FEATURE WALL TO BE P -2. SEE SHT A6.0, ELEVATIONS WATER RESISTANT OWN, TYP. 2itm WOMEN'S TLT 1 3/4 3 z 7' WD P -1 1 H.M. P -1 3 2 . 1 1 3/4 3'. x 7' WD P -1 I P.M. P -1 3 206 205A 1 3/4 3 z 7' WD P -1 1 H.M. P -1 CT -3 3 2061 GWB 1 3/4 3'x Y WD P -1 I H.M. P -1 MEN'S TLT 3 201 GWB 1 3/4 3' x 7' WD P -1 1 H.M. GWB P -3 GWB 20E1 A 1 3/4 3' x Y WD P -I 1 H.M. P -1 P -3 5 ',. NOT USED P -3 GWB P -3 GWB P -4 8' -6" AFF WATER RESISTANT GWB, TYP. 207 210 D 1/2" 3'. x 7' GLASS CLEAR NONE GWB P -1 P -1 1 SEE DETAIL 20, SHEET A7.0. E201 EXISTUIG FE 9' -0"AFF 208 JAN CLOS VCT -1 RB -1 7 02 EXISTING P -1 GWB P -1 OWN P -1 ACT -1 FF 8' -6" AFF 5203 . 301 EXISTING B ® 1 3/4 6 x 7' vu H.M. P -1 ■ 1 H.M. P -1 60 MIN. PROVIDE SMOKE SEALS. 300 B 13/4 3 x 7' H.M. P -1 1 H.M. P -1 P -2 P -1 4 2012 B 1 3/4 3 x 7' H.M. P 1 H.M. P -1 SUB NOD 4 3 e� B 1 3/4 3' x 7' H.M. P -1 1 H.M. P -1 P -1 4 3014 B 1 3/4 3' x 7' H.M. P -1 H.M. P -1 VESTIBULE 4 3 B 1 3/4 3' x 7' N.M. P -1 H.M. P -1 P -1 4 3016 B 1 3/4 3' x 7' N . M . ATE CONC. H.M. P -1 P -1 P -1 4 3 011 B 1 3/4 3' x 7' H.M. ACT -2 NONE H.M. P -1 * PROVIDE PAINTED ALUMINUM ANGLE EDGE TRIM. SEE DETAIL 12, SHT A7.0 CONCRETE FLOOR TO BE SEALED. 4 302 B 1 3/4 3' x 7' mil P -1 303 C 1 3/4 3 x 7' H.M. 1 305 WOMEN'S TLT 393.1 C 1 3/4 6'.x 7' H.M 1 GWB 3 NOT USED P -3 GWB P -4 8' -6" AFF WATER RESISTANT GWB, TYP. 06 A 1 3/4 3' z' WD P - 1 1 H.M. 3051 1 3/4 3 z 7' 0 P -1 1 H.M. 3 3 06 WOMEN'S TLT 1 3/4 3' o 7' ND P -1 1 N. M. P - 1 P -3 3 3 061 OWN 1 3/4 3 x 7 WD P -1 1 H.M. P -1 GWB 3 301 A 13/4 3',x 7 WD P -1 I' N.M. 8' -6" AFF WATER RESISTANT GWB, TYP. 306A 306 A l 3/4 3' x 7' WD P -1 I H.M. P -3 GWB P -3 00 NOT USED 8' -6" AFF WATER RESISTANT OWN, TYP. 307 STORAGE VCT -1 RB -1 GWB P -1 GWB 310 D 1/2" 3 z 7' GLASS CLEAR NONE GWB P -1 308 1 SEE DETAIL 20, SHEET A7.0. E301 EXISTING OWN P -1 GWB P -1 OWN P -1 GWB P -1 7 5302 EXISTING WATER RESISTANT GWB, TYP. 7 4103 EXISTING 309 NOT USED 6 ROOM FLOOR WALLS NO. NAME FLOOR BASE NORTH SOUTH EAST WEST CEILING REMARKS I - I 9,49 =CS 041.1211&13M1V3n MATL. FINISH MATL. FINISH MATL FINISH MATL. FINISH MATL. FINISH HEIGHT 201 COMP. AREA ATF * GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -2 FF 8' -6 "AFF * PROVIDE PAINTED ALUMINUM ANGLE EDGE TRIM. SEE DETAIL 12, SHT A7.0 202 MIS /PBX ATF * GWB P -1 GWB P -1 GWB P -1 GWB P -1 ACT -2 FF 8' -6 "AFF * PROVIDE PAINTED ALUMINUM ANGLE EDGE TRIM. SEE DETAIL 12, SHT A7.O 203 UPS CONC. RB -1 GWB P -1 OWN P -1 GWB P -1 GWB P -1 NONE NONE FULL CONCRETE FLOOR TO BE SEALED. 204 OFFICE CPT -1 RB -1 GWB P -1 P -3 GWB GWB P -1 CT -3 EXISTING GWB P -1 P -3 GWB /GLASSP GWB -1 P -3 ACT -1 GWB FF P -4 9' -0" AFF 8' -6" AFF FEATURE WALL TO BE P -2. SEE SHT A6.0, ELEVATIONS WATER RESISTANT OWN, TYP. 205 WOMEN'S TLT CT -1 CT -2 GWB • • • 205A WOMEN'S TLT CT -1 CT -2 GWB P -3 GWB CT -3 OWN P -3 GWB P -3 OWN P -4 8' -6" AFF WATER RESISTANT GWB, TYP. 206 MEN'S TLT CT -1 CT -2 GWB 0 -3 OWN CT -3 OWN P -3 GWB P -3 GWB P -4 8' -6" AFF WATER RESISTANT GWB, TYP. 206A MEN'S TLT CT -1 CT -2 GWB P -3 GWB CT -3 GWB P -3 GWB P -3 GWB P -4 8' -6" AFF WATER RESISTANT GWB, TYP. 207 SECURITY CPT -1 RB -1 GWB P -1 GWB P -1 GWB P -1 OWN P -1 ACT -1 FE 9' -0"AFF 208 JAN CLOS VCT -1 RB -1 GWB P -1 GWB P -1 GWB P -1 OWN P -1 ACT -1 FF 8' -6" AFF WATER RESISTANT GWB, TYP. 209 LOBBY CPT -1 RB -1 GWB GWB P -2 P -1 GWB GWB P -2 P -1 GWB /GLASSP GWB - 2 P -1 OWN GWB P -2 P -1 ACT -1 ACT -2 FE FF 10' -0" AFF 8' -6 "AFF * PROVIDE PAINTED ALUMINUM ANGLE EDGE TRIM. SEE DETAIL 12, SHT A7.0 210 SUB NOD ATF * 301 COMP. AREA ATF * GWB P -1 OWN P -1 GWB P -1 GWB P -1 ACT -2 FF 8' -6 "AFF * PROVIDE PAINTED ALUMINUM ANGLE EDGE TRIM. SEE DETAIL 12, SHT A7.0 301A VESTIBULE VCT -1 RB -1 GWB P -1 GWB P -1 OWN P -1 OWN P -1 ACT -2 FF 1O'LO "AFF 302 MIS /PBX UPS ATE CONC. * RB -1 GWB GWB P -1 P -1 GWB GWB P -1 P -1 OWN OWN P -1 P -1 GWB GWB P -1 P -1 ACT -2 NONE FF NONE 8' -6 "AFF FULL * PROVIDE PAINTED ALUMINUM ANGLE EDGE TRIM. SEE DETAIL 12, SHT A7.0 CONCRETE FLOOR TO BE SEALED. 303 304 NOT USED 305 WOMEN'S TLT CT -1 CT -2 OWN P -3 GWB CT -3 GWB P -3 GWB P -3 GWB P -4 8' -6" AFF WATER RESISTANT GWB, TYP. 305A WOMEN'S TLT CT -1 CT -2 OWN P -3 OWN CT -3 GWB P -3 OWN P -3 OWN P -4 8' -6" AFF WATER RESISTANT GWB, TYP. 306 MEN'S TLT CT -1 CT -2 GWB P -3 GWB CT -3 GWB P -3 GWB P -3 GWB P -4 8' -6" AFF WATER RESISTANT GWB, TYP. 306A MEN'S TLT CT -1 CT -2 GWB P -3 GWB CT -3 GWB P -3 GWB P -3 GWB P -4 8' -6" AFF WATER RESISTANT OWN, TYP. 307 STORAGE VCT -1 RB -1 GWB P -1 GWB P -1 OWN P -1 OWN P -1 ACT -1 FF 9' -0 "AFF 308 JAN CLOS VCT -1 RB -1 OWN P -1 GWB P -1 OWN P -1 GWB P -1 ACT -1 FF 8' -6" AFF WATER RESISTANT GWB, TYP. 309 NOT USED 310 SUB NOD ATF * GWB P -1 ORB P -1 GWB P -1 OWN P -1 ACT -1 FE 8' -6 "AFF * PROVIDE PAINTED ALUMINUM ANGLE EDGE TRIM. SEE DETAIL 12, SHT A7.0 dVele 3ttlmai9'M OM lYJV3) 93.249111D 1.1 LA I i I 13T�O13h3U 1. 1,1Y 17,61104 MPl1 M3TKtl X114 913431.111411 111 111124 37.111 9130710 .019 4111034 rAI YK 9131070 eand =1,1 I - I 9,49 =CS 041.1211&13M1V3n a>awu I (7).101911.\00 03.1.10111 .1210013 C31111.40011 2 • • • • • • 3 0 • • • • • • 4 • • • • • CONTROLLED ACCESS ONLY 5 V • • • • • • 6 MODIFY FOR CARD READER ACCESS 1 MODIFY FOR CONTROLLED ACCESS 8 0 -.,In.- ,.•0a1 Comments 1. 1 -HOUR FIRE RATED AT ROOMS 203 & 303. PROVIDE FlRESTOPPING AS REQUIRED 3 5 /B' 24" GWB ON 2 SIDES. 20 5/8" 3 5/8' SEE NOTE # UNDERSIDE OF STRUCT. ABOVE. EXTEND WALL TO STRUCT. ABV. EXPEND WALL TO STRUCT. ABV. SEE NOTE COMPENSATING CHANNEL T B Lf 5 Partition Schedule GWB ON INTERIOR SIDE. 5/B" N.R. Comments 1. PROVIDE BACK VISQUEEN AT EXTERIOR SIDE OF STUD AT ALL PERIMETER WINDOW LOCATIONS. GWB ON 2 SIDES. 5/8" Comments 1. HOLD GWB 12' ABOVE SLAB FOR CABLE ACCESS IN ROOMS 202, 210, 302 & 310. ALUM. STOREFRONT 1/2" TEMPERED SEAS Comments 1. SILL DETAIL SIMILAR WHEN STORE FRONT SITS ON CONCRETE SLAB. 2. GLAZING TO BE 1/4' BUTT GLAZING WITH CLEAR SIUCON CAULKING. 3. MAXIMUM PANEL WIDTH TO BE 42'. Comments Comments CO T, FIEn TS Comments Comments Hardware Schedule Door /Hardware Notes 1. WOOD DOORS TO BE PAINTED ARE PAINT GRADE DOORS READY TO FINISH. 2. ALL EXIT DOORS ARE TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. ELECTRONIC LOCKSETS SHALL DEFAULT TO UNLOCKED IN ALARM SITUATION OR POWER FAILURE. 3. MAXIMUM EFFORT REQUIRED TO OPEN ANY DOOR SHALL NOT EXCEED A FIFTEEN POUND PRESSURE. DOORS ON AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED A FIVE POUND OPENING PRESSURE. 4. PROVIDE ATRAGALS AND COORDINATORS AT ALL PAIRS OF DOORS. 5.0. 11/000 HOLLOW MTL. W/ VIEW LIGHT IOLLOW MIL. O DOOR TYPES SCALE: G 1' -0" 'NERCULITE' D960 AvLki ALUMINUM STOREFRONT E Finish Schedule NOTE SEE SPECIFICATIONS, DRAWINGS T1.0 MANUAL 014. COILING DOOR O FRAME TYPES SCALE: 0" 2 A Door & Opening Schedule CONSULTANTS DRAWING TIRE ARCHITECTURE 3533 E D STATE OF WASH 4T0 2 BIdq Dept 1/21/00 ISSUED FOR SID 1/11/00 REVISIONS ISSUE DATE ISSUED FOR PERMIT 12/16/99 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concept of the Sabey Corporation. • Ex oous intergta PROGRESS DATE: 0/8/99 PLOT: PROJECT NUMBER: 99 - - DRAWN BY: sdb CHECKED BY: JL APPROVED BY: 4E CEIVE n " J AN ry -1 Schedules FILE: BldgALExodue/99- T0- 05/Dwge/A5 -0 DRAWING NUMBER: 6 N 0 O Handicapped Toilet Compartment SCALE: 1/4" = I' -(D" SEE DETAIL 5, THIS SHEET FOR CERAMIC TILE LAYMT MIL MINIM CERAMIC TILE O© C ■ ■EC■. 1111■■■■■► I rel� O ■■■■■■■■■, 1 II.i i-iilI ■.. l . ..... u ■ ■ ■■■ ■■■■11. ■ ■ ■ ■ ■ ■■ ■1111 ■1111 : 22'-3' VP _O REFER TO DR4LUING TAID FOR RESTROOM ACCESSORIES SCHEDULE. 3 EQUAL SPACES 3 -I' 3 EG•JAL SPACES A1. 410 / ,A X310 � GL -I GL-1 GL -I GL -1 GL -I GL-1 \ O Detail SCALE: = I' -m" SEE DETAIL 20, THIS SHEET FOR CERAMIC TILE LAYOUT CER4MICIITILE CERAMIC TILE SEE DETAIL 5, THIS SHEET FOR CERAMIC TILE LAYOUT NOTE REFER TO DRAWING TA2.0 FOR RESTROOM ACCESSORIES SCHEDULE CERAMIC TIL .. 'Xe 3 GL -I 1 GL -I Detail SCALE: = I' -0" CABINET DOOR FACE. P -LAM 2 ON ALL EXPOSED EDGES 12' D. ADJ. SHELVES 2' GROMMET - TYP AT 3 112' VERTICAL SUPPORT: LOCATIONS PLAN ON EXPOSED SURFACES. LATERAL FILE - BY OUNER LATERAL FILE - BY OBPER (NIG) PROVIDE 3/4' PLY WOOD BASE 1 1/2' VERTICAL PLY UIOOD SUPPORT. P -LAM I ON ALL SIDES. UPPER CABINET. P- LAM2ONALL EXPOSED EDGES 12' D. ADJ. SHELVES 1' -4' ® Nod Room (West Elevation) SCALE: 1/4" = 1' -0" 20-0' 5 EQUAL SPACES 19 Detail SCALE: = I' - 0" LINE OF CONC. SLAB ACCENT TILE TO SE CENTERED AT EACH STALL t URINAL 0t4 ACCENT STRIPE CT3 FIELD TILE CT2 CO VE BASE CT2 NOTE: REFER TO DRAWING TA2.0 FOR RESTROOM ACCESSORIES SCHEDULE. BULLNoSE TILE GIIs ® typical Ceramic WaII tile Pattern SCALE: V4" = I' -0" 20' -0' TA. ATF - TA. ATF Nod Room (North Elevation) SCALE: 1/4" = I' -0" 15 Detail SCALE: = I' -0" '� J Detail SCALE: 1' -0" CONSULTANTS REVISIONS ARCHITECTURE 3533 HN STATE OF WASH Bldg Dept 1/21/00 155UED FOR BID 1/11/00 ISSUE DATE isetIED FOR FER1IT 12/16/99 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: PROGRESS DATE: 1244/99 INTERIOR ELEVATIONS FILE: Bldg A'Exodus/99- T0- 05/Dwgs /Ab -0 PLOT: PROJECT NUMBER: 99 - - DRAWN BY: sdb CHECKED BY: JL APPROVED BY: DRAWING NUMBER: SECEIVED JAN 2 :L 2000 PERMIT CENTER BE A if rim 6 N 0 O Handicapped Toilet Compartment SCALE: 1/4" = I' -(D" SEE DETAIL 5, THIS SHEET FOR CERAMIC TILE LAYMT MIL MINIM CERAMIC TILE O© C ■ ■EC■. 1111■■■■■► I rel� O ■■■■■■■■■, 1 II.i i-iilI ■.. l . ..... u ■ ■ ■■■ ■■■■11. ■ ■ ■ ■ ■ ■■ ■1111 ■1111 : 22'-3' VP _O REFER TO DR4LUING TAID FOR RESTROOM ACCESSORIES SCHEDULE. 3 EQUAL SPACES 3 -I' 3 EG•JAL SPACES A1. 410 / ,A X310 � GL -I GL-1 GL -I GL -1 GL -I GL-1 \ O Detail SCALE: = I' -m" SEE DETAIL 20, THIS SHEET FOR CERAMIC TILE LAYOUT CER4MICIITILE CERAMIC TILE SEE DETAIL 5, THIS SHEET FOR CERAMIC TILE LAYOUT NOTE REFER TO DRAWING TA2.0 FOR RESTROOM ACCESSORIES SCHEDULE CERAMIC TIL .. 'Xe 3 GL -I 1 GL -I Detail SCALE: = I' -0" CABINET DOOR FACE. P -LAM 2 ON ALL EXPOSED EDGES 12' D. ADJ. SHELVES 2' GROMMET - TYP AT 3 112' VERTICAL SUPPORT: LOCATIONS PLAN ON EXPOSED SURFACES. LATERAL FILE - BY OUNER LATERAL FILE - BY OBPER (NIG) PROVIDE 3/4' PLY WOOD BASE 1 1/2' VERTICAL PLY UIOOD SUPPORT. P -LAM I ON ALL SIDES. UPPER CABINET. P- LAM2ONALL EXPOSED EDGES 12' D. ADJ. SHELVES 1' -4' ® Nod Room (West Elevation) SCALE: 1/4" = 1' -0" 20-0' 5 EQUAL SPACES 19 Detail SCALE: = I' - 0" LINE OF CONC. SLAB ACCENT TILE TO SE CENTERED AT EACH STALL t URINAL 0t4 ACCENT STRIPE CT3 FIELD TILE CT2 CO VE BASE CT2 NOTE: REFER TO DRAWING TA2.0 FOR RESTROOM ACCESSORIES SCHEDULE. BULLNoSE TILE GIIs ® typical Ceramic WaII tile Pattern SCALE: V4" = I' -0" 20' -0' TA. ATF - TA. ATF Nod Room (North Elevation) SCALE: 1/4" = I' -0" 15 Detail SCALE: = I' -0" '� J Detail SCALE: 1' -0" CONSULTANTS REVISIONS ARCHITECTURE 3533 HN STATE OF WASH Bldg Dept 1/21/00 155UED FOR BID 1/11/00 ISSUE DATE isetIED FOR FER1IT 12/16/99 All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: PROGRESS DATE: 1244/99 INTERIOR ELEVATIONS FILE: Bldg A'Exodus/99- T0- 05/Dwgs /Ab -0 PLOT: PROJECT NUMBER: 99 - - DRAWN BY: sdb CHECKED BY: JL APPROVED BY: DRAWING NUMBER: SECEIVED JAN 2 :L 2000 PERMIT CENTER O 0 N { ..::... EXISTS* CONCRETE SLAB EXISTING . CONCRETE _ EXISTING CONCRETE SLAB ., .. .. [ SBE ARCHITECTURE UUUUU 1111 - B' -0' x 1' -0' LOGE 3533 R // 'Of T • • HN �, "G S STATE o wu n pro CONSULTANTS . ...... . . H ........... :: H I F'ERFORATED/DAhiF=ERED ACCESS FLOOR TILE �`_r �\ �+� " I Wir +� I • ........... r FASTEN ANGLE TO DECK AND BRACE AS REQUIRED �� 2 0 GA. STEEL BRACE At d 5 DECs EES, • d' -0' OG. FASTEN ANGLE TO` DECK AND BRACE 20 AS REQUIRED GA STEEL BRACE AT 45 DEGREES, • 4' -0' QC. i '0 SUSPENDED CEILING / ANCI•IOR CEILING TRACK EXISt G DECK AS RD. SUSPENDED CEILING TO in , FASTEN ANGLE t0 DECK AND BRACE AS REQUIRED 20 GA STEEL BRACE AT 45 DEGREES, • 4' -0' 0.C. unman \ \ TOPGLAZMCs TRACK \ I MOIAUtTOSUSP CLCs , I SEALANT a4 BOiM SIDES Q 20GA. STEEL STUD • / / 24° O.C. W/ 5/S' GM! • CEILIN ED GE TRIM -M—Detail 2 Typical Perforated 74TF Tile Layout UN BLOT KIN *, TYP. I BLACK VISQUEEN I APPLY SIGHT OBSCURING FILM TO INSIDE FACE r OF EXTERIOR GLAZING. ANGLE r - '�°C,41G. m�t�►..�rlr - - SCALE, 1/4' I' �� 5 /8' READER DBL STUDS FASTENER 2x WOOD BLOCKING ACOUSTICAL CEILINCx GL -I V 8050 SIDES. ® TTP AT DOOR BOTTOM GLAZING TRACK FLUSH WITH IA V2' 1EMP CLE BUTT GL ASS CL EAR EILIC ALL BUT JOINTS ALUM AP►^aLE CLOSURE STRIP, TYP. /-- RAIP�ED BOOR ! IO.E OCCURS ... ALU I. ANGLE CLOSURE STRIP, TYP. RAISED FLOOR WHERE OCCURS / / .. I. . _ GLASS STOP : • ALUM. CLOSURE STRIP. ' /— RAISED FLOOR / WIRE OCCURS / I RAISED FLOOR j! r - -FIN. FLOOR I C> I':Y 1_ i ! w I I r BOTTOM RUNNER ANCHORED TO EXISTS* SLAB � Fill. FLOOR' NM. FRAME, SECURE TO FLOOR ttP. I 1 € q ' � i 1 � — 1 � � CON T. PAINTABLE CAULKING ` ar F� oDR ' - r � — — - I ;� �� RUBBER BASE TOP GLAZING 'TRACK - SECURE TO 2x WOOD BLOCKING. IR' BUTT GLAZED GLASS. 3'.5/S' METAL STS N AT 16' O.C. ---- Rial:Wel" - 41a zing Sill Detail - Glazing ® Wall Section - Partition'Tgoe 2 (e Perimeter) SCALE: 3/4' = I' -0" Wall Section - Partition Type 4 Wall Section - Partition Type I (3) ® SCALE c 3/4' = 1' -0" ® SCALE: = 1' -0' O SCALE: 6" = I' -0" SCALE: = 6" - I -m" Bldq Dept I /21 /00 N. e ALUMINUM UM FASCIA ARTITION / ALUMINUM I1 VAS • • C 7 /�,` a� NOTES: ® V w ADJUSTABLE 155UED,FORBID UlllEO REVISIONS ISSUE DATE 155UED FOR PEWIT 12/16/99 All drawings and written material appearing herein constitute the original and' unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concept of the Sahey CorparaUon. MERE ANGLE ACCESS OCCURS BE PLAN CLOMPS STRIP. TYPICAL FLOORING ABUT8 an 2�-0' D ACS FLOOR SYSTEM, RAMP AMC. AS STEP ASSEMBLY, At A••rsf TO BE MANF BY TATS 6 _ -... E X O D U S intennaag PEDESTAL PANEL _ RIMER OVER ENTIRE ATF RAMP ' CE NON-SLIP RAMP RN MANFAC1UFdER PANELS FASCIA Ai ExPDBED BIDE OF 1 STEP PANEL PANEL IIMMie iRN.'ai3t UDER BTRICTIII� m `9 FASCIA P 1 �� I.:.. PANEL TN. 6ECUFBiD TO 1 C ANCI 4 O 1E UATN _ OF 21 !!! LL LL .10ALLY, Y, ING 1.1E TO TIE HALS BIW.L NT 1IF FMI SIED 7 - _• ' �L AhY+ER ST ABLE _ • M• _ BEVELED RAMP RAMP STR GER8 PEDESTAL CM RAMP BTRNGER ' 1 ../ .. - \ \ II EXISTING CONCRET E 8LM MUST EIE PLANEp UITN FLYUbOD lU4E N MOVIN G OR LOCATING EGU'tl•@TL 4) ACCESS FLCOR MAISFACIURER TO PROVIDE PERFORATED FLOOR PANELS UNDER EMM'BRT AS PER AIUNR'S MOMENT LAYOUT. ALUMIRtI FASCIA STEP STRINGERS - -- - - - - 0 Ste- at Raised Floortn- 12 Typical Raised Floor i4 Ramp at Raised Flooring SCALE: 3/4' = 1' - 0" SCALE: 3/4" = I' -0" SCALE: 3/4' = I' -0" DRAWING TIRE: Details METAL CHANNEL SECURE TO WINDOW FRAME PRIOR TO GYPSUM BOARD INSTALLATION. COLOR TO MATH MULLION SYSTEM APPLY SIGHT OBSCURING FILM TO INSIDE FACE C OF EXTERIOR GLAZING. S _ 1 DBL STUDS a� a _ / a� .� U 3 0 _L �: U - - :_J— ttP. MTL 81UD W ALL CONT.PAMTABLE CAULKING e MTL f FRAME, TIP. i a �RE CLEAR SILICON CAULKING SILICON AT BUTT ttP - X--- ALIP•11NUM FRAMING SYSTEM 5/8' GUB —CANT. PAINTABLE CAULKING AOLLQIU METAL FR PROGRESS DATE: zn5 99 DRYWALL PARTITION r BLACK VISQUEEN. ( _ FILE: Bldg �eA /Exodus/99- 10- 05/Dw9e /A'I -m PLOT: OPAQUE FILM. / l — INSIDE EDGE WNDOW FR A WALL CF BELOW \ PROJECT NUMBER: 99 - 1(D (d5 �... - I� - -- - - -� I ICI ICI AT FRAME DRAWN BT': sdb ' � ' JL ' m \ —i I j - - - ® APPROVED BY Tn�Y DRAWING NUM NUMBER: RECEIVED CITY pF iii JAN 2 1 200 .0 .E.IT CENT, f l I � NM. DOOR FRAME Hit f HM F RAME I _ C WINDOW FRAME A M 1 J. ` GLASS STOP GL J W(BILENCER DOOR / c , NERCULITE DOOR - J USA PIVOT HINGE DOOR GL -I GLASS 3 /B' CLOSED CELL NEOPRENE GASKET J 1 Detail at Mullion ,0 Jamb Detail - Glazing 18 Relite Detail / Head Detail Jamb Data II - Glass Door Ci)Jamb SCALE: 3/4' = 1' -0' SCALE: 3/4" = i' -0" SCALE: 6" = I' - SCALE: 6° = I' -D" SCALE: 3/4" = I' -0" O 0 N GENERAL NOTES CODE: UNIFORM BUILDING CODE (UBC) - 1997 EDITION LIVE LOADS ROOF ................. PSF (SNOW) FLOORS CORRIDORS, LOBBY. .............100 PSF OFFICE............50 PSF PLUS 20 PSF PARTITION DEAD LOAD BASIC WIND SPEED ...........80 MPH, EXPOSURE C SEISMIC .............ZONE .3 STRUCTURAL SYSTEM 1997 UBC BUILDING FRAME SYSTEM, BRACED FRAMES WITH CONCRETE SHEAR WALLS. ZONE ..............................3 SD SOIL TYPE R..... ............................... 5.6 GENERAL CONDITIONS 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT /ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY DISCREPANCIES. 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE 'GENERAL NOTES' AND /OR , 'STANDARD DETAILS'. 5. IF A SPECIFIC DETAIL. IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. a THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. AS A PART OF HIS RESPONSIBILITY, THE GENERAL CONTRACTOR SHALL PROVIDE THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR HIS WORKMEN AND SHORING OF FORMS AND ELEMENTS OF CONSTRUCTION AFFECTED BY HIS WORK. 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE UNIFORM BOILING CODE, 1997, AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK. 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND /OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 12. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORK- MANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 1997 EDITION OF THE 'UNIFORM BUILDING CODE' (UBC), AND STANDARDS REFERENCED THEREIN. 15. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC,., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS. SPECIAL CONDITIONS 1. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. FOUNDATION 1. STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT DATED MARCH 16, 1998. PROJECT /98063 BY GEOTECH CONSULTANTS INC, WITH MEMO DATED MAY 18, 1998, AND JUNE 9, 1998. FOOTING BEARING PRESSURE: 5000 PSF ON COMPETENT NATIVE SOIL, OVER LEAN CONCRETE FILL AS DIRECTED BY SOILS ENGINEER. LATERAL EARTH PRESSURE ON RETAINING WALLS ACTIVE: 55 PCF UNYEILDING WALLS. 40 PCF FOR YEILDING WALLS. PASSIVE: 300 PEE, EXCLUDING THE UPPER ONE FOOT OF SOIL UNLESS CONFINED BY THE SLAB -ON -GRADE COEFFICIENT OF BASE FRICTION: 0.40 16' DIAMETER AUGERCAST PILES ARE UTILIZED FOR VERTICAL AND LATERAL DESIGN LOADS. AUGERCAST PILES ARE TO BE EMBEDED 1D' -0' INTO DENSE NATIVE SOIL AND ARE DESIGNED FOR A 40 TON CAPACITY, 2. GRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT. 3. THE GEOTECHNICAL ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING FOUNDATION SOILS EXCAVATION, BACKFILL, GRADING, COMPACTION AND SUBGRADE PREPARATIONS. THE GEOTECHNICAL ENGINEER SHALL INSPECT, PROVIDE TEST REPORTS, AND PROVIDE A LETTER OF ACCEPTANCE TO THE BUILDING DEPARTMENT AND THE ENGINEER STATING THAT ALL FOUNDATION SOILS PREPARATION, EXCAVATION, BACKFILL, COMPACTION AND SUBGRADE PREPARATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS REPORT PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. CONCRETE 6. JOINTING: PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF VOLUME CHANGE. JOINTS SHOWN MAY BE ADJUSTED AT CONTRACTOR'S OPTION, WITH PRIOR APPROVAL FROM ENGINEER. 7. WEATHER EXTREMES: COMPLY WITH ACI 3050 FOR HOT WEA COMPLY WITH ACI 306R FOR COLD WEATHER. 1. REFERENCE STANDARDS: ACI -3D1, ACI -318, UBC. MINIMUM CONCRETE STRENGTH (28 DAYS): FOOTINGS ................. .......................... PSI WALLS. 4,000 PSI DECK TOPPING AND SLAB ..................4,000 PSI INTERIOR FLATWORX . .......................... PSI EXTERIOR FLATWORK . ..........................4,000 PSI AIR- ENTRAINMENT 3.0% TO 5.05 FOR EXPOSED CONCRETE. 2. MIXING: COMPLY WITH ACI-301. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE APPROVED MIX PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3. PLACING: COMPLY WITH ACI-301. PROVIDE A .3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS 4. SLUMP: 4' PLUS OR MINUS ONE INCH. DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES. 5. CURING: COMPLY WITH ACI -301. KEEP CONCRETE MOIST FOR SEVEN DAYS MINIMUM. CONCRETE INSERTS CONCRETE INSERTS SHALL BE MANUFACTURED BY HILT OR APPROVED EQUAL SUBMIT ICBO REPORTS ON ALL FASTENERS. GROUT GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE NON - METALLIC, NON &RINK GROUT HAVING A COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 PSI. SUBMITICOO REPORTS FOR APPROVAL WELDED WiRE FABRIC WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 165. SPLICE LENGTHS SHALL NOT BE LESS THAN ONE SPACE, NOR 6 INCHES. REINFORCING STEEL 1. REFERENCE STANDARDS: ACI ° DETAILING MANUAL' (SP -66); CRSI MANUAL OF STANDARD PRACTICE (WISP -T) 2. MATERIALS REINFORCING STEEL ASTM A615, GRADE 60 REINFORCING FIBERS: POLYPROPYLENE FIBROUS REINFORCEMENT 3. SPLICES AND LAP: LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. 4. COVER: CAST AGAINST EARTH FOOTINGS .....:.....3 INCHES SLABS. .2 INCHES CAST AGAINST FORMED SURFACES WEATHER FACE ...1 -1/2 INCHES, #5 BARS AND SMALLER 2 INCHES, 16 BARS AND LARGER INTERIOR FACE ...3/4 INCH FOR SLABS AND WALLS 1 -1/2 INCHES FOR BEAMS AND COLUMNS STRUCTURAL AND MISCELLANEOUS STEEL FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) STANDARDS AND SPECIFICATIONS: I. MANUAL OF STEEL CONSTRUCTION, 9TH EDITION (ALLOWABLE STRESS DESIGN) 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: TUBE COLUMNS = ASTM A500, GRADE B (Fy = 46,000 PSI) WIDE FLANGE COLUMNS AND BEAMS - ASTM A572 GR50 ALL OTHER STEEL - ASTM A36 (Fy = 36,000 PSI) BOLTS ASTM A307 TYPICAL ASTM, A.325-SC AS NOTED ALL ASTM A325 BOLTS SHALL BE ENGINEER APPROVED SELF LOAD INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ALL WELDING SHALL CONFORM TO THE AWS CODES, AND SHALL BE BY WABO CERTIFIED WELDERS. WELDS NOT SPECIFIED SHALL BE T/4' CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. 4. REMOVE ROLLING LUBRICANTS AND OTHER MATERIALS THAN INHIBIT APPLICATION OF SPRAY APPLIED FIRE PROOFING. STRUCTURAL STEEL WELDING I. CONFORM TO THE AWS CODES D1.1 AND D1.3., AND USE ONLY CERTIFIED WELDERS WELDS NOT SPECIFIED ARE TO BE 1/4' CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. REINFORCING STEEL WELDING 1. REFERENCE STANDARDS: 'ANSI/AWS 01.4 STRUCTURAL WELDING CODE - REINFORCING STEEL.' 2. MATERIALS: GRADE 40 (ASTM A615) OR GRADE 60 (ASTM 0706). ALL GRADE 60 WELDED REINFORCING BARS WILL BE REJECTED UNLESS A MILL CERTIFICATE IS SUBMITTED TO THE ENGINEER OF RECORD AND INDICATES COMPLIANCE WITH ASTM A706. USE ONLY CERTIFIED WELDERS. USE ONLY FRESH E70XX ELECTRODES (AWS A5.1 OR A5.5) 3. ALL WELDING OF REINFORCING STEEL SHALL BE PERFORMED USING THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE 'CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION' OF THE AMERICAN WELDING SOCIETY. WELDING SHALL BE PERFORMED BY WELDERS HOLDING CURRENT CERTIFICATES ACCEPTABLE TO THE REGULATING BUILDING DEPARTMENT. ALL WELDS SHALL UTILIZE LOW HYDROGEN ELECTRODES (E90XX). *TEN WELDING IS REQUIRED, APPROVAL SHALL BE OBTAINED FROM THE ENGINEER FOR THE PROPOSED METHOD AND PROCEDURE. ALSO, FULL TIME INSPECTION, NON - DESTRUCTIVE TESTING, AND CERTIFICATION FROM AN INDEPENDENT TESTING LABORATORY WILL BE REQUIRED. WELDING OF CROSSING BARS AND TACK MELDING OF REINFORCEMENT SHALL NOT BE PERMITTED. 4. BENDS IN WELDED REINFORCING STEEL ARE TO COMPLY WITH ACI STANDARDS BENDS MUST NOT OCCUR WITHIN 3' OF ANY WELD. PRONE SPECIAL INSPECTION PER UBC 108. STEEL DECK AND CONNECTIONS FLOOR DECKING: VERCO W2 FORMLOK, 22 GAGE, GALVANIZED, (OR APPROVED EQUAL) DECK SHALL APPLY TO THE FOLLOWING CODES AND STANDARDS: 1. AI51 'SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS' 2. AWS D1.3 -89 'SPECIFICATIONS FOR WELDING SHEET STEEL IN STRUCTURES' 3. ASTM AS DESIGNATED 4. I.C.B.O. RESEARCH REPORT /207B 5. UNIFORM BUILDING CODE STANDARD 27 -9, 'SPECIFICATIONS AND DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS' STEEL DECK SHALL COMPLY WITH ASTM A 446, GRADE A. ZINC COATED PER ASTM A 525, G60. 6. MINIMUM SECTION PROPERTIES I (IN "4 /FT) S+ (IN "3 /FT) S- (IN "3 /FT) 22 GA FLOOR DECK 0.340 0.283 0.287 DECK INSTALLATION: 1. POSITION ON SUPPORTING STEEL FRAMEWORK AND ADJUST TO FINAL POSITION WITH ENDS BEARING MINIMUM 2 INCHES ON SUPPORTING MEMBERS. 2. PLACE UNITS END TO END BEFORE PERMANENTLY FASTENED. 3. ALIGN RIBS OVER ENTIRE LENGTH DECK FASTENING. FLOOR DECK. 1. SUPPORTS PARALLEL TO RIBS: SECURE TO SUPPORTING MEMBERS BATH 3/4 INCH EFFECTIVE DIAMETER FUSION WELDS AT 24 INCHES ON CENTER MAX., UNO THROUGH THE DECK WELDED HEADED STUDS CAN REPLACE FUSION WELDS 2. SUPPORTS PERPENDICULAR TO RIBS: SECURE TO SUPPORTING MEMBERS WITH 3/4 INCH EFFECTIVE DIAMETER FUSION WELDS AT EACH VALLEY, FOUR WELDS PER SHEET. THROUGH THE DECK WELDED HEADED STUDS CAN REPLACE FUSION WELDS. 3. SIDE LAP CONNECTIONS: BUTTON PUNCHING AT 24 INCHES ON CENTER. WELDED HEADED STUDS WELDED HEADED STUDS SHALL BE MADE FROM COLD DRAWN BAR STOCK CONFORMING TO THE REQUIREMENTS OF ASTM A108. MECHANICAL PROPERTIES SHALL BE IN ACCORDANCE WITH ABS 01.1, SECTION 7. STUDS SHALL BE MANUFACTURED BY NELSON (OR APPROVED EQUAL). EMBEDMENT ANCHORS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (OR APPROVED EQUAL). STUDS SHALL BE AUTOMATICALLY END WELDED WITH SUITABLE STUD WELDING EQUIPMENT IN THE SHOP OR FIELD ON SPACINGS INDICATED ON THE DRAWINGS. ALL WELDS SHALL BE MADE IN ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER, AND ABS D1.1 SECTION 7. WELDING SPECIFICATIONS - ALL WELD PLATE MATERIALS SHALL BE CLEAN, DRY AND FREE OF PAINT, RUST, OIL OR OTHER CONTAMINANTS PLATING, F REQUIRED SHOULD BE DONE AFTER COMPLETION OF WELDING. TWO STUDS SHOULD BE WELDED TO PLATE MATERIAL OF THE SAME TYPE AND THICKNESS BEING USED FOR EMBEDMENT AT THE START OF EACH SWIFT TO CHECK FOR PROPER WELD SETUP PROCEDURE TEST WELDING SHOULD BE DONE IN THE SAME POSITION BEING USED FOR PRODUCTION. TEST WELDS, AFTER COOLING, SHOULD BE BENT BY HAMMER 45' FROM THE VERTICAL POSITION WITHOUT FAILURE NON- FAILURE OF BOTH STUDS INDICATES THAT THE WELD SETUP IS SATISFACTORY AND PRODUCTION WELDING MAY BE STARTED. INSPECTION REQUIREMENTS - AFTER WELDING, THE CERAMIC FERRULE SHOW BE REMOVED FROM EACH STUD AND THE WELD FILLET VISUALLY INSPECTED. A FILLET OF LESS THAN 360' IS CAUSE FOR FURTHER INSPECTION. SUCH STUDS SHOULD BE HAMMER TESTED, BENDING THE STUD 15' FROM THE VERTICAL TOWARD THE CLOSEST END OF THE EMBEDMENT PLATE OR STEEL MEMBER. BENDING WITHOUT FAILURE INDICATES A SATISFACTORY WELD. BENT STUDS MAY BE LEFT BENT. WHEN STUDS ARE WELDED TO STEEL PLATES OR MEMBERS WITH TEMPERATURES BELOW 32 F ONE STUD N EACH 100 SHOULD BE TESTED BY BENDING 15' FROM THE VERTICAL WARNING - WELDING SHOULD NOT BE ATTEMPTED MIEN THE BASE METAL TEMPERATURE IS BELOW 0 de F. OR WHEN THE STEEL SURFACE IS WET OR EXPOSED TO FALLING RAIN OR SNOW SHOP DRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF REPRODUCIBLES FOR REVIEW PRIOR TO FABRICATION FOR THE FOLLOWING: T.., CONCRETE REINFORCEMENT STEEL 2. STRUCTURAL STEEL FABRICATION DRAWINGS IF THE STEEL FABRICATOR'S SHOP DRAWINGS DIFFER FROM THE BUILDING OFFICALI APPROVED 'DESIGN DRAWINGS REDESIGN DRAWINGS BEARING THE STAMP OF THE ENGINEER OF RECORD SHALL BE SUBMITTED TO BUILDING ()FECAL FOR APPROVAL 3. STEEL FABRICATION DRAWINGS. 4. PREFABRICATED METAL STAIRS. CALCULATIONS AND DRAWINGS ARE TO BEAR THE SEAL Of A WASHINGTON STATE PROFESSIONAL ENGINEER INCLUDE PROVISIONS FEW CONCENTRATED LOADS. SUBMITTALS SUBMIT 3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: A) CONCRETE DESIGN MIX B) CONCRETE INSERTS C) EPDXY ADHESIVES 0) GROUT INSPECTIONS REFERENCE STANDARDS: UBC 108. INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY THE BUILDING OFFICIAL ::ONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. WELDING; PROVIDE INSPECTION IN ACCORDANCE BATH UBC 108. e 0 YIP Ok4\. SPECIAL INSPECTIONS SPECIAL INSPECTION BY WARD CERTIFIED INSPECTORS IS REQUIRED IN ACCORDANCE WITH THE 1997 UBC SECTION 1701 FOR THE FOLLOWING WORK ITEMS STRUCTURAL CONCRETE UBC SECTION 1701.5.1 BOLTS INSTALLED IN CONCRETE UBC SECTION 1701.5.2 CONCRETE REINFORCING STEEL UBC SECTION 1701.5.4 STRUCTURAL STEEL FABRICATION AND ERECTION UBC SECTION 1701.5.5 STRUCTURAL STEEL DECKING UBC SECTION 1701.5.5.2.2 HIGH STRENGTH BOLT INSTALLATIONS AND UBC SECTION 1701.5.6 TIGHTENING OPERATIONS SPRAY APPLIED FIREPROOFING UBC SECTION 1701.5.10 ANCHOR BOLT INSTALLATION UBC SECTION 1701.5.15 EPDXY EMBEDDED ANCHORS UBC SECTION 1701.5.15 STRUCTURAL STEEL EMBEDMENT IN CONCRETE UBC SECTION 1701.5.15 THE SPECIAL INSPECTORS SHALL IN ADDITION, BE QUALIFIED IN ACCORD- ANCE WITH THE 1997 UBC SECTION 1701.2 AND PROVIDE THE DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1701.3. SPECIAL CONDITIONS VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. AL TERNA TES: ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW ENGINEER NAY REQUEST PAYMENT FOR REVIEW. JOBSITE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PRONE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. CORRECTION LT R# INDEX: S1 - S2 - S3 - S4 - S5 - S6 - S7 - ARRFVIATIONS: AB ALT APPROX RIM .BOY BRG BTW CJ CLR CMU COL CONC CONN CONTT CONY CONTR CTR DET DIA DIAG DIM DL EA EF ELEV EO EQUIP ES EW EXIST FON FG FLFR FLG FLR FP FT FTG FS GA GALV GR HUH HT IN JT EL LOC MAX MB MECH MFR MIN MISC ML NO NS NTS OC OH OPNC 050 OSF PSF PSI REF REINF REDD SCHD SEC SF SHT SIB SPCS SPEC STD STL STRUCT THK TOC TOS TOW TS TIP LINO VERT W VMS WT WWF :tc9 o)1iI1 ANCHOR BOLT ALTERNATE APPROXIMATE BOTTOM BOTTOM BEARING BETWEEN CONTROL JOINT CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CENTER DETAIL DIAMETER DIAGONAL DIMENSION DEAD LOAD EACH EACH FACE ELEVATION EQUAL EQUIPMENT EACH SIDE EACH WAY EXISTING FOUNDATION FINISH GRADE FLUSH FRAME FLANGE FLOOR FULL PENETRATION FOOT FOOTING FAR SIDE GAUGE GALVANIZED GRADE HORIZONTAL HEIGHT INCH JOINT LIVE LOAD LOCATION MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MICRO -LAM (LAMINATED VENEER LUMBER) NUMBER NEAR SIDE NOT TO SCALE ON CENTER OPPOSITE HAND OPENING ORIENTED STRAND BOARD (RIM BOARD) OUTSIDE FACE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH RADIUS REFERENCE REINFORCING REQUIRED SLOPE SCHEDULE SECTION SQUARE FOOT SHEET SIMILAR SPACES SPECIFICATIONS STANDARD STEEL STRUCTURAL TOP THICK TOP OF CONCRETE TOP OF STEEL TOP OF WALL TUBE STEEL TYPICAL UNLESS NOTIFIED OTHERWISE VERTICAL WITH WELDED HEADED STUD WEIGHT WELDED WIRE FABRIC GENERAL NOTES, INDEX & ABBREVIATIONS KEY PLAN PARTIAL FOUNDATION PLAN PARTIAL 2ND FLOOR FRAMING PLAN PARTIAL 3RD FLOOR FRAMING PLAN 2ND FLOOR FRAMING DETAILS 3RD FLOOR FRAMING DETAILS c Rec = NE° in of 1u�JVac JAN 2 1 ZOOS VERM? fF�IT =i= I EXPIRES OCTOBER 24, 20001 F- U) LL1 LLJ F- Q CD Clf w pm F-- z F- z W LJ_J CD 0 F Li] F-- U) O x W DRAWN BY JG CHECKED BY RB JOB NO. 98019 DATE 1/21/00 SHEET Si I r E tA 21018 ISTS EXPIRES OCTOBER 24, 2000 0 I 1 I J — hl SCALE: 1/32° = FOUNDATION PLAN �11-�� 1' -0° v I y NORTH SCOPE OF WORK AT THIS LEVEL 0 0 . 0 0 0 0 0 0 SCOPE OF WORK AT THIS LEVEL . II��i11�11iii111111111i111���Ir, II�1� .IIIIII��.I��I������iI�;;I 1 R 1111111111111111 IIIII T II�IIIIIIIIIw�1! I � �1� #�I 11111 I lll i �illllld� 11111 � �n!11:�������,.������ �'r�ealli �■■rt■���!�[ O IP HONK :!!!!!!!!!��,I�!!l 1 iPli il 11 1 ' i ; ;� ��' °� VIII Lei 1 ■ � 1 III�11111111 111111 1� 1 �, , �� �.�III ; II ; �I 1111, I � ��I� � ,;11��������1� 1 III I IIrI_� 1 ��r it r !�_ ull��l��l��l l � III 1111111)111131PAPliraniiiiiiiiiip � 1 ugu 1:1j €il` pp 1����11lIl11111l.� �1N I! IH 1 � 1p� ! Iltllli!11IIIIIII Irll IIH11 ;111 ;11 !ii1 .�� ■11��11 11��111 ��1���1 111111�c ,..: 11111 1 11111111i� .��II 111. X10 THIRD FLOOR FRAMING PLAN w NORTH 0 0 0 0 0 0 0 0 n/s,r' n i I� � .��I 41�IIIIII �i� gi CC_ ■ ■ ■■ a naa �uun �,:. IIIIIIIIhIIII � IIIIIIIIIIIII•Ii:I H1 . III I►� I! :1111111!!!! !: ° ° 11 11111111 1�I�IIm����� �III��_III� �� � iiliil1111111 aii�r ° 1 �111� 1111 I y 11111 ia1171ipir T - i i I d jIllu f otfr a: i1� I! III II� I�I�11�11`Illllli tit X11 t�� ��lII!_�iJfl� t M;II IIInilii i II!IIIIIIIIII!IIUI•IIgHHIII !O! II;I!b o galling II NMI I n II i il I /1 /I r nIr s�waar AT 01 SCOPE OF WORK AT THIS LEVEL 0 SECOND FLOOR FRAMING PLAN SCALE: 1/32°= 1' -0' NORTH 0 0 0 0 0 0 0 01 . . ..., , mollimplippliapillii 0 sa 0 O 'aoit�®'��e�ee,e ieeell it � �l.��. III �eE���i1►g` ° lor y ■ ►•( • sy 4 : ;tax s.... l :• ::: : � ►.l an . 1 ` 11!Rel! �< I iL II pi-111 / ■ 11"1.111 Rte , U 111 IMO PIM 0 -- ' �� ;�PIJHii!�MIIeIIIItIe,e�eeeeeos �m M����l - F1 T) ROOF FRAMING PLAN SCALE: 1/32'= 1' -0' lk C NORTH JAN 2 1 2000 !'ERMIT CENT cF W Ld CD m W 0— DRAWN BY JG CHECKED BY RB JOB NO. 98019 DATE 1/21/00 SHEET S2 L.JJ LJ Q CD- z CD z J OD U.2 F- C:) x uJ L +114.0' r 1– 105.5' (111.00) 1— (109.00') r— I I I I I — I I I I I I I F5 F- - I- -/ ±- I I B I L_ J L_ _J F4 F4 (113.0(1) (107.00') +120.0' 103.0' 102.75 +125.5' ri LL - L - -- 2 -0 68' 21' -4' F +128' I J +132' 20' -0' +134' r r (114.00) D 6' -0" 34 31-0' 6' - 0' (09.00) GROUT EXISTING TS COLUMNS PER DETAIL 9/S6 GROUT EXISTING --/ TS COLUMNS PER DETAIL 9/S6 I LA 30-a 20' -0' GROUT EXISTING TS COLUMNS PER DETAIL 9/56 (119.00') PARTIAL FOUNDATION PLAN SCALE: 1/8' -- 1' -0' NORTH 21 -4' GROUT EXISTING TS COLUMNS PER DETAIL 9/56 FT1 2' 0' 25' +134.5' RECEI�'E� CIP/ pF TVn W:L� JAN 2 1 2005 PERMIT CENTER EXPIRES OCTOBER 24, 2000 DRAWN BY JC CHECKED BY RB JOB NO. 98019 DATE 1/21/00 SHEET S3 DESCRIPTION WT CONTACT PRESSURE UPS 24,7661 .364 PSF HOP 1,2501 99 PSF MOP 7-Al AD -AC ED -AC CU 7501 L3x5x /16 ;16x26 • 1' 10' l�J 21' -4' 5 10.-4K ( -191 2) 8. 'AA 2-4G AN 24G 240 64 2O' -0' 1 ^ AN 13 14,46 W18x 5 6 D 4 \ EXIST I24x76 E1!ST 243 AN EXIST 2.G NN 19.4% 4916x35 GTHEN 1ST 2 6N 13.2 EX! 2T 249 EXIST 40 6N 10.4x; XFN 'PNL 3A" EXIST 5' SLAB ON -GRAD 1' 6 1/4' 1" 30KVA 30' -0' PARTIAL SECOND FLOOR FRAMING PLAN SCALE: 1/B'= 1' -0' d NORTH NOTE: W24x55 (X) X= NUMBER OF WELDED STUDS AT THIS BEAM —DIST PANEL BD -AC DIST PANEL CD -AC DIST PANEL DD -AC i —XFMR "T -B1" 30KVA XFMR "T -B2" 30KVA XFMR "T -C1" / VA XFMR 4 C2" 30KVA (- I9 1/2 ") 1' -10' \ SEE ANNEX DRAWINGS SI THROUGH 55 FOR CONTINUATION OF FOUNDATION AND BUILDING A FLOORS ciry oE;i�r vn -. JAN 2 1 2000 PERMIT CENTER CHECKED 80 RB JOB NO. DATE F-- Z W F— W (./) O W Q 1 : a CD W F — G - = F— Q C CD - J Q m F— z I O X L4J 98019 1/21/00 SHEET S4 DESCRIPTION WT CONTACT PRESSURE UPS 24,7661 364 PSF HOP 1,250/ 99 PSF MOP T -A1 AD -AC ED -AC Cl) 750/ //02/99 ')Rli i\e0 Al 322 ON 14 EX T 24o 6 6N 3 �.. MR " -Al" KV IAx46 ( -19 1 / 2 ') O / \ / \ / OPEN TO BELOW 20' -0' ( -19 1/2') -- PARTIAL THIRD FLOOR FRAMING PLAN 4:11) SCALE i/8' = 1' -0' NOTE: W24x55 (X) X= NUMBER OF WELDED STUDS PER BEAM NORTH 2 ADD (12) 16 AT 6' O.C. SEE ANNEX DRAWINGS SI THROUGH S5 FOR CONTINUATION OF FOUNDATION AND BUILDING A FLOORS RECEIVE= JAN 21; EXPIRES OCTOBER 24, 2000 DRAWN BY JG CHECKED BY JOB NO. DATE RB 98019 1/21/00 SHEET S5 COLUMN GROUT DETAIL • /20/00 SECTION SCALE 3/4" = 3/8" STIFFENER EA SIDE // / 0 TIP SECTION SCALE 3/4" = #5x3' -0" AT 24' O.C. (EMBED 6', EPDXY) WI t ) x 3/ 4.0 / -� EXP ANCHORS EMBED 4' NEW WI8x35J M6x20 0 HHHIII R 3/4 "x12" SO WI (4) 3/4 "0 EXP ANCHORS EMBED 4' LOCATE PLATES AT EA WI8x35 BEAM FL00 A DEL 3/4' R (4)3/4 A325 BOLTS EA C N 14 AT I2 0.C. (EMBED 3" INTO EXIST FLOOR) 6' CONC WALL /4, TYP 12' BLOCKOUT AT EXISTING CONDUITS VERIFY EXTENTS 1 15x3' -0' AT 24' O.C. (EMBED 6', EPDXY) SECTION SCALE 3/4' = NON- SHRINK GROUT UNDER W6x20 BALANCE PER 1 /S6 SECTION SCALE 3/4" = EXISTING FLOOR DECK\ EXISTING TRUSS GIRDER SUPPORT NEW W'18x35-' l pH ATI2'O.C. NEW W24x55 I4 AT 12' 0. EMBED 3' SMUT AND REMOVE EXIST STEEL DECK, INSTALL 140A CLOSURE EA SIDE HELD STUDS SHOWN, INSTALL CONCRE TE WF TO RE TOP AM OPEN WEB JOIST TOP CHORD BDL ANGLES OPEN WEB JOIST ROUND ROD WEB MEMBERS 11' r /4 r- AT 12- 0.C. 3/4'0 A325 BOLTS, TYP SECTION SCALE 3/4" = AK 1.1.41F.Am ii 140A CLOSURE, WELD ADD 2 ROWS 3/4'0x6 I/2' AT 120.C. TO STEEL FLOOR AND EXIST WELDED HEADED STUDS TOP OF WF BEAM TYP ODER BETWEEN BAR FLOOR JOISTS COMPOSITE GIRDER SECTION 1/20 12 SCALE 11/2' = \__EXISTING 20K7 PER PLAN DRILL 2'0 CORE HOLE AT DIAGONAL WEB LOCATIONS. PATCH HOLE W/ NON - SHRINK (4,000) GROUT AFTER STEEL STUD INSTALLATION NOTE: FIELD VERIFY WEB MEMBER LOCATION 2ND FLOOR FIELD MECHANICAL WELD 5/8'0x4' LONG HEAD STUD DIRECTLY TO BAR JOIST ROUND WEB MEMBER AT TOP OF RADIUS CURVE. F -f I-1 , -- k ? F � r I - ,� �LL - t �i I i __ T -.. -1 1 -- -1 .._.. F1111,„1 1 ,_ 1 I SCALE 3/4" = 1 -0" 1/4 1/4 R 3/4'xB'x0' -8" AT EA GIRDER PANEL POINT 3/16 2ND LIFT 3RD LIFT /2 1. GROUT EXISTING COLUMNS CONTINUOUS FROM SLAB ON GRADE TO 3' ABOVE LEVEL 3 2. GROUT COLUMNS IN TWO LIFTS 3. USE 5,000 PSI GROUT MIX SUBMIT DESIGN FOR ENGINEER APPROVAL. NEW W24x55 2'0 GROUT ACCESS HOLE 4' SOx3 /8' COVER PLATE EXISTING TS COLUMN 2ND FLOOR CUT AND PATCH EXIST SLAB AS REO'D EXISTING TRUSS GIRDER SUPPORT RECEIVED CITY OF TUKWILF JAN 2 1 2000 PERMIT CENTER SI1 � �I TIC 14 AT 18" O.C. (EMBED 3" INTO EXIST FLOOR) 0 EXIST W18x35 14, TYP SECTION SECTION y r — AT 18" O.C. NEW 0318x35 PER PLAN -- — 3RD „ „..._..... x ....._... x x..._..... FLOOR 5 SCALE 3/4" = i' -0" 3/4"0 A325 Y ha r, TYP SCALE 3/4" = 1' -0 3/4'0 A325 BOLTS, TYP 15x3' -0" AT 24" O.C. _ -- (EMBED 6 ", EPDXY) 3/8' NEW 0324x55 NEW W18x35 3RD ,...., x x x x -x x x F ECTION SCALE 3/4" = 1' -0" NEW W18x35 PER PLAN KERF CUT EXIST COL zlala 0 „ �ecl OCTOBER 24, 2000 1 1/2' 3/16 WALL PER 1/S7 6 10" O 3' -0" /4 :°r— AT 12" O.C. 3/4"0 A325 BOLTS, TYP ` CONNECTION # PER 2/S7 NEW 0324x55 / 7 \ SECTION EXIST W18x35 NEW W18x35- 12" BLOCKOUT, SEE PLAN ECTION SCALE 3/4° = 1' -0" 15x3' -0" AT 24' O.C. (EMBED 6', EPDXY) SCALE 3/4' = 1' -0' 3410 FLOOR 3RD FLOOR D qg -04A Ups UNIT NEW WI8x35 PER PLAN SECTION SCALE 3/4" = 02/08/00 TUE 12:48 FAX 208 281 0920 Sabey Corporation .2 - 2008 3=17PM FROM NEISOWBOUROAAGES 4258204860 February 7, 2000 Mr. Steve Bleck Sabey Corporation 101 Elliott Avenue West, Sulte 330 Seattle, WA 98119 Dear Mr. Blade RE: Exodus Tenant Improvement, Building A Intemationel G.,esway Corporate Park Tukwila. WA Please call If you hese further questions or comments. Silcerely, Rot'ert Bourdeges, P.E. President Nelson-Bourdagee, Inc., P.S. a division M Poggemeyer Design Group, Inc NEW 0324x55 NEW W18935 PER PLAN TYP R 3/4 "xt'- 6"x1' -3° • NELSO•BOURDACES a 13Maion of Po0emeyer Design Group, Inc. 512 Shah Saver Saarb, Aida 202 - Ackland. WA 98033 (425)8227.5995 • Paz (425) 028 -4850 6"x4 "x1 /2"x1' -0' EA SIDE NEW W24x55 EXISTING T5 Please note: the structural detail designation was incorrect on the permit submittal set: S7 details reflect the third 11oor framing, even though the section bubbles ere' designated S6. Sheet S7 will be reissued with proper S7 section designations for the construction set RECEIVED FEB 8 2000 COMMUNITY DEVELOPMENT NEW - W18x35 NEW 0318x35 A DTL NEW 0324x55 SECTION SCALE 3/4" = 1' -0" RECEIVED CITY pF TUK'AVIq JAN 2 1 2000 PERMIT CENTER DRAWN BY LTG CHECKED BY RB, JOB NO. DATE 1/21/00 SHEET 98019 S7 z Lai w CD 0 Lj1 co CD 0 L_LJ Z —J DRAWING INDEX SHEET NO DESCRIPTION MO ABBREVIATIONS, GENERAL NOTES, AND DRAWING INDEX M0.1 MECHANICAL - BUILDING "A" ZONING PLAN M2.2.A MECHANICAL - SECOND FLOOR HVAC PLAN M2.2_B MECHANICAL - SECOND FLOOR HVAC PLAN M2.3.A MECHANICAL - THIRD FLOOR HVAC PLAN M2.3.B MECHANICAL - THIRD FLOOR HVAC PLAN M2.4.A MECHANICAL - ROOF LEVEL HVAC PLAN M2.4.B MECHANICAL - ROOF LEVEL HVAC PLAN M2.2.AP MECHANICAL - SECOND FLOOR PIPING PLAN M2.2,BP MECHANICAL - SECOND FLOOR PIPING PLAN M2.3.AP MECHANICAL - THIRD FLOOR PIPING PLAN M2.3.BP MECHANICAL - THIRD FLOOR PIPING PLAN M2.4.AP MECHANICAL - ROOF PIPING PLAN M2.4.BP MECHANICAL - ROOF PIPING PLAN M3.1 MECHANICAL - ANNEX BUILDINGS PARTIAL PLANS M3.2 MECHANICAL - BUILDING "A" REFLECTED CEILING PLAN M4.1 MECHANICAL SCHEDULES M4.2 MECHANICAL SCHEDULES M4.3 MECHANICAL SCHEDULES M6.1 MECHANICAL DETAILS M6.2 MECHANICAL DETAILS M6.3 MECHANICAL DETAILS M7.1 MECHANICAL CONTROL DIAGRAM ABBREV ABBREVIATIONS DESCRIPTION ABBREVIATIONS LISTED ARE FOR GENERAL USE DISREGARD THOSE WHICH ARE NOT USED ON DRAWING AHU Al AO A.A.V AC ACC AD AFF AP ARCH BDD BD BG BHP BLDG BOD BOP BTUH CD COL CC CDA CFM CL CLG CONC CONN CW DB D DI DN DIW DP DWG FA EAD EAT EFF EG EQ EVAP EWC EWT EXH (E) OR FC FD FOB FOT FLT FMD FPM FPS FPWH FSD FS FV G GA GALV GPM GSM GE GEF HC HG HP HOA HR HVAC HW IA IN JAN SYMBOL '9P M -1 ii 0 CFM 60 CD 100- AIR HANDLING UNIT ANALOG INPUT ANALOG OUTPUT AUTOMATIC AIR VENT AIR CONDITIONING AIR COOLED CONDENSER ACCESS DOOR (IN DUCT OR EQUIPMENT) ABOVE FINISHED FLOOR ACCESS PANEL ARCHITECTURAL BACKDRAFT DAMPER BUTTERFLY DAMPER BLAST GATE BRAKE HOSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BRITISH THERMAL UNITS PER HOUR CEILING DIFFUSER CONDENSATE DRAIN LINE COOLING COIL CLEAN DRY AIR CUBIC FEET OF AIR PER MINUTE CENTERLINE CEILING CONCRETE CONNECT, CONNECTION CITY WATER (DOMESTIC) DRY BULB TEMPERATURE DRAIN DIGITAL INPUT DOWN DEIONIZED WATER DIFFERENTIAL PRESSURE DRAWING EXHAUST AIR OR EACH EXHAUST AIR DAMPER ENTERING AIR TEMPERATURE EFFICIENCY EXHAUST GRILLE EQUAL EVAPORATE EVAPORATIVE WATER COOLER ENTERING WATER TEMPERATURE EXHAUST EXIST EXISTING FAHRENHEIT; FIRELINE; FEED FLEXIBLE CONNECTION FIRE DAMPER FLAT ON BOTTOM FLAT ON TOP FILTER FLOW METER DEVICE FEET PER MINUTE FEET PER SECOND FREEZE PROOF WALL HYDRANT FIRE /SMOKE DAMPER FLOW SWITCH FACE VELOCITY GAS GAGE GALVANIZED GALLONS PER MINUTE GALVANIZED SHEET METAL GENERAL EXHAUST GENERAL EXHAUST FAN HEATING COIL HOT GAS (REFRIGERANT PIPING) HORSE POWER HAND -OFF AUTOMATIC SWITCH HOUR HEATING, VENTILATING AND AIR CONDITIONING HOT WATER INSTRUMENT AIR INCH JANITOR GENERAL LEGEND DESCRIPTION DETAIL 1 / SHEET M1 SECTION 1 / SHEET M1 EQUIPMENT MARK NO. M -1 / SEE EQUIPMENT REVISION SHEET NOTE ROUND DUCT INDICATOR OVAL DUCT INDICATOR CUBIC FEET PER MINUTE DIFFUSER OR GRILLE'S NECK SIZE DIFFUSER OR GRILLE'S MARK No. AMOUNT OF CFM DESIGNED I: \99 \992 ?2 \CAD \272MO.DWC - Dec 15, 1999 - 13:36:09 - DANA ABBREV KW, KWH LAT LWT MAX MCC MD MAU MUA MIN MOD NC (N) NG NTS NO OA OAT 0/C OD PCV PD PF PG PH PRFV PRV PSI R RA RAH RG RH RL RND RPBP RPM RR RS SA SC SCE SCEF SE SEF SME SMEF SD SP SPEC SST STRUC TW TYP UBC UMC UNO UPC VOC VAV VD VTR W WB ABBREVIATIONS LISTED ARE FOR GENERAL USE DISREGARD THOSE WHICH ARE NOT USED ON DRAWING. SCHEDULE ABBREVIATIONS SYMBOL ABBREVIATIONS LISTED ARE FOR GENERAL USE DISREGARD THOSE WHICH ARE NOT USED ON DRAWING. DESCRIPTION KILOWATT, KILOWATT HOUR LEAVING AIR TEMPERATURE LEAVING WATER TEMPERATURE MAXIMUM MOTOR CONTROL CENTER MANUAL DAMPER MAKE -UP AIR UNIT MAKE -UP AIR MINIMUM MOTOR OPERATED DAMPER NORMALLY CLOSED NEW NATURAL GAS NOT TO SCALE NORMALLY OPEN; NUMBER OUTSIDE AIR OUTSIDE AIR TEMP ON CENTER OUTSIDE DIAMETER; OVERALL DIAMETER PRESSURE CONTROL VALVE PRESSURE DROP; PIT DRAIN PREFILTER, PERFORATED FACE PRESSURE GAUGE PREHEAT COIL PRESSURE RELIEF VALVE PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH RELOCATE RETURN AIR RECIRCULATING AIR HANDLER RETURN GRILLE REHEAT COIL; RELATIVE HUMIDITY REFRIGERANT LIQUID ROUND REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTIONS PER MINUTE RETURN REGISTER REFRIGERANT SUCTION SUPPLY AIR SCRUBBER SCRUBBED EXHAUST SCUBBED EXHAUST FAN SOLVENT EXHAUST SOLVENT EXHAUST FAN SMOKE EXHAUST SMOKE EXHAUST FAN SMOKE DETECTOR STATIC PRESSURE SPECIFICATION STAINLESS STEEL STRUCTURAL SWE SIDE WALL EXHAUST SWS SIDE WALL SUPPLY SWT SIDE WALL TRANSFER (T) OR TEMP TEMPORARY TCP TEMPERATURE CONTROL PANEL TCV TEMPERATURE CONTROL VALVE TEMP TEMPERATURE TERM TERMINAL TF TOP FLAT THERM THERMOMETER THERMO, T'STA THERMOSTAT THRU THROUGH TEMPERED WATER TYPICAL UNIFORM BUILDING CODE UNIFORM MECHANICAL CODE UNLESS NOTED OTHERWISE UNIFORM PLUMBING CODE VOLTILE ORGANIC COMPOUND VARIABLE AIR VOLUME VOLUME DAMPER VENT THRU ROOF WITH WET BULB TEMPERATURE DESCRIPTION THERMOSTAT (LEVEL - ZONE) THERMOSTAT - DUCT MOUNTED PIPING (DROP DOWN) PIPING (RISE UP) MOTOR OPERATED EXISTING TO BE REMOVED BAROMETRIC PRESSURE SENSOR MOTORIZED CONTROL DAMPER TERMINAL BOX SINGLE LINE J. S S �S S ' S EiTi 5 a=:2 S — ® 5-10 S -211 S —® — SA- -RA- -EA- -SME- -HG- - RL— DOUBLE LINE I1 JJJ--I EMI f fi: S 180 9F TEE FITTING WITH TURNING VANES qpn 1I ..III T I V I !MI DUCT LEGEND FIRST DIMENSION DENOTES VIEW SHOWN; RECTANGULAR OR OVAL RISE OR DROP IN DIRECTION OF ARROW, RECTANGULAR DUCT TRANSITION, 18" MIN_ LENGTH, 15' MAX_ EACH SIDE. ROUND OR RECTANGULAR LINED DUCT, LIMIT AS SHOWN. DIMENSIONS ARE NET INSIDE. RECTANGULAR TO ROUND TRANSITION 90' ELL W /TURNING VANES 45' HEEL TAKE -OFF FITTING, RECTANGULAR DUCT CONICAL OR FLARED SPIN -IN OR CONICAL TAP ON RECTANGULAR DUCT 18 INCH ROUND DUCT RISE OR DROP IN DIRECTION OF ARROW, ROUND DUCT. ROUND DUCT ELBOW; R /D= 1.5MIN. 90' STRAIGHT TEE FITTING 90' CONICAL TEE FITTING 45' LATERAL FITTING 45' CONICAL LATERAL FITTING FLEXIBLE DUCT (SHOWN WITH DIFFUSER) DIVIDED FLOW FITTING SUPPLY DUCT TURNING TOWARD SUPPLY DUCT TURNING AWAY RETURN DUCT TURNING TOWARD RETURN DUCT TURNING AWAY EXHAUST DUCT TURNING TOWARD EXHAUST DUCT TURNING AWAY ROUND DUCT TURNING TOWARD ROUND DUCT RUNING AWAY BALANCE DAMPER OR VOLUME DAMPER SMOKE R FIRE DAMPER MOKE DAMP E RFL(SD ) ,FIRE /SMOKE FSD) MMP VOLUME DAMPER (VD), BALANCE DAMPER (BD) SMOKE DETECTOR. PROVIDE AND WIRED BY ELECTRICAL. INSTALLED BY MECHANICAL SQUARE SQUARE SQUARE z — SUPPLY GRILLE - RETURN OR EXHAUST GRILLE F OPENING SQUARE RETURN EXHAUST GRILLE DESCRIPTION ABBREVIATIONS LISTED ARE FOR GENERAL USE DISREGARD THOSE WHICH ARE NOT USED ON DRAWING. SUPPLY AIR DIFFUSER 4 -WAY SUPPLY AIR DIFFUSER 3 -WAY SUPPLY AIR DIFFUSER 2 -WAY SUPPLY AIR DIFFUSER 1 -WAY GRILLE OR TRANSFER GRILLE SUPPLY AIR RETURN AIR EXHAUST AIR SMOKE EXHAUST HOT GAS (REFRIGERANT PIPING) REFRIGERANT LIQUID THROW THROW THROW THROW GENERAL NOTES 1 ALL NEW CONSTRUCTION SHALL CONFORM TO CURRENT CITY, STATE AND NATIONAL CODES, STANDARDS AND REQUIREMENTS_ 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD BEFORE COMMENCEMENT OF THE WORK AND SHALL REPORT ANY DISCREPANCIES AND /OR INCONSISTENCIES BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS TO THE ENGINEER FOR CLARIFICATIONS BEFORE COMMENCEMENT OF THE WORK. 3. THE CONTRACTOR, PRIOR TO BIDDING, SHALL VISIT THE JOB SITE TO BECOME ACQUAINTED WITH THE EXISTING INSTALLATION AND SYSTEMS RELATED TO HIS WORK, AND SHALL INCLUDE IN THE BID PROPOSAL ALL LABOR AND MATERIALS REQUIRED FOR THE INSTALLATION TO BE COMPLETE AND OPERATIVE. 4. THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL AND OTHER DRAWINGS RELATED TO THIS PROJECT FOR ADDITIONAL WORK TO BE PROVIDED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL TRADE PERMITS AND INSPECTIONS. 6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE WORK AS SET FORTH IN THESE PLANS UNLESS OTHERWISE NOTED. THE SUBMISSION OF A BID OR PROPOSAL SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR IS THOROUGHLY FAMILIAR THE INTENT OF THE CONTRACT DOCUMENTS, AND NO CHANGE ORDER WILL BE ISSUED FOR ANY ADDITIONAL LABOR OR MATERIAL REQUIRED TO RECTIFY ANY DISCREPANCY DISCOVERED OR REPORTED TO THE ENGINEER AFTER THE EXECUTION OF THE CONTRACT. 7. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF E UTILITIES, THE PROPOSED POINT OF CONNECTIONS TO EXISTING SYSTEMS AND NEW ROUTINGS. DUCT SIZES AND ROUTING SHALL BE MODIFIED AS NECESSARY BASED ON ACTUAL EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 8. THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF DIFFUSERS, GRILLES AND FIRE SPRINKLER HEADS BEFORE COMMENCEMENT OF THE WORK. 9. iN THE AREA OF NEW CONSTRUCTION THERE ARE A NUMBER OF EXISTING SERVICES. PROTECT ALL ACTIVE LINES AND MAINTAIN SAME IN GOOD OPERATING CONDITION. TEMPORARY SHUTDOWN OF EXISTING SYSTEMS SHALL BE COORDINATED WITH OWNER REPRESENTATIVE. 10. PROTECT EXISTING BUILDING STRUCTURES AND ADJACENT FINISHED SURFACES DURING CONSTRUCTION, PATCH, REPAIR AND REFINISH EXISTING WORK DAMAGED BY WORK UNDER THIS DIVISION TO MATCH ADJACENT UNDISTURBED AREAS. PATCHING, REPAIRING AND REFINISHED IS TO BE PERFORMED BY WORKMEN SKILLED IN THE TRADES INVOLVED. 11. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO APPROVAL BY OWNER. ANY PORTION OF THE WORK DEFECTIVE SHALL BE REPLACED BY THE CONTRACTOR AS PART OF THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. 12 ANY NEW OR EXISTING DUCT OR PIPING OFFSETS REQUIRED AS RESULT OF JOB CONDITIONS OR LACK OF COORDINA— TION WITH OTHER TRADES, SHALL BE PROVIDED AT NO ADDITIONAL COST TO OWNER AND SUBJECT TO ARCHITECT'S REVIEW. 1 CONTRACTOR SHALL PROVIDE DUCTWORK AND TRANSITION EQUAL TO DUCT FREE AREA OF DUCTWORK AS SHOWN ON DRAWING. TO PREVENT A CONFLICT WITH EXISTING CONDITIONS. 14. BRANCH DUCT RUN —OUT SIZE TO DIFFUSERS /GRILLES SHALL BE THE SAME SIZE AS DIFFUSERS /GRILLES NECK SIZE UNLESS NOTED OTHERWISE. 15. INSTALL MANUALLY ADJUSTABLE CONTROLS, SWITCHES, AND THERMOSTATS AT 48 AFF. 16. SURFACE OF INTERNAL DUCT LINING SHALL MEET THE MOLD, HUMIDITY, AND EROSION RESISTANCE REQUIREMENTS OF UMC STD. 6 -1. 17_ FACTORY MADE AIR DUCTS SHALL BE CLASS 1 PER UMC 60.3.2. 18. DUCT INSULATION WITHIN THE BUILDING SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE DENSITY NOT EXCEEDING 50 WHEN TESTED AS A COMPOSITE INSTALLATION. 19. DUCT, SMOKE DETECTORS FOR FIRE /SMOKE DAMPER ACTIVATION MUST BE LOCATED WITHIN 4 FT. OF THE UPSTREAM SIDE OF THE FIRE /SMOKE DAMPER. Fri �.S ARCHITECTURE GROL5P ALFA TECH CONSULTING ENGINEERS n 6∎11.. s. eta So Soo Ch i1 FAX (400438-6300 (.ea -eaoo rut (.11)436 -I5■1 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE al drawis and l material appeming here constitute the origina and un d work of d, Sabey Corporation and the same may not be duplicated. used or disclosed without the written content V the SAbey Corporation. DRAWING TITLE: EXODUS 0 IGCP BUILDING A TUKWILA, WA PROGRESS DATE: II /19/99 FILE: I: /99/99212/CAD/1171'IO PLOT: PROJECT NUMBER: 99212 DRAWN BY: LLUN CHECKED BY: W I APPROVED BY: PLOT DATE/ TIME: M O CITY 9YE.., 9E!' 1 7 19,;8 E fltlf410 4 1,CAL ABBREVIATIONS, GENERAL NOTES, AND DRAWING INDEX Y Y Y Y r T T I i f ii II l lI ■ - 1 ! � 11 1 ;I I i tl H �_ . PP I Z ONE 7 ZONE 8 I — 7 1 I I I r : _ _ _ J II V I 1111111111=C: =I s o i / d If 1 I \ i p F OPEN TO ii - WC - 7 - 114147: 1 ZONE 4 ( i ZONE 5 i , I - 5— ZONE 6 ! !! I / \ / i r /1 764 1 1 I 1 u I - 11 _ III ! —__' _ • I I 'F I I I ZONE 5 I, ; l A ' • r t= ' ZONE I 1 tl -lLL -I T ZONE 3 I I ZONE 1 1 '\, } 1 ti r ilx `_ 1 9 AN fi 1 M i I1 1 7 ,1 g o 04, - y I Vii. il — j I m ZONE 2 _1 I tl 1 G I 11 G 3 j a c i 411L0 SECOND FLOOR ZONING PLAN — BLDG ''A p KEYPLAN — BLDG ",4" REVISIONS ISSUE DATE ARCHITECTURE GROUP CONSULTING ENGINEERS nrreeerAierse lee.asa Phone (+00436 -6300 MK 006)136 -Iitt Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/19/99 All dr.ings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: PLOT: DRAWING NUMBER: PLOT DATE/ TIME: ALFA IECN e EXODUS 0 IGCP BUILDING A TUKWILA, WA PROGRESS DATE: II/19/99 O LE: I: r99/99212/CAD/1 T2M01 PROJECT NUMBER: 99212 DRAWN BY: LU IN CHECKED BY: RI'1 APPROVED BY: MO.1 MECHANICAL BUILDING "A" ZONING PLAN CITY OF TUKWILA DEC i ? 1999 �E�•NT C[NTCn 1 i' ! i f ii I I I Ij - 17.41.CK 1111111111=C: =I { I \ i p F OPEN TO / —� ZONE 4 ( i ZONE 5 ; I ! !! I / \ / i ,>< - - III ! \ \ \ mo I, ; k -_ 717F1_0, T d` ! ZONE 3 ,1 g o 04, - y I __ c . ZONE 2 ZONE t G _ --- 7 t-- •rLIImr\ CI r i- r —7"k111,11 DI A.AI __ D1 rk r' "A" AN SECOND FLOOR ZONING PLAN — BLDG ''A p KEYPLAN — BLDG ",4" REVISIONS ISSUE DATE ARCHITECTURE GROUP CONSULTING ENGINEERS nrreeerAierse lee.asa Phone (+00436 -6300 MK 006)136 -Iitt Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/19/99 All dr.ings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: PLOT: DRAWING NUMBER: PLOT DATE/ TIME: ALFA IECN e EXODUS 0 IGCP BUILDING A TUKWILA, WA PROGRESS DATE: II/19/99 O LE: I: r99/99212/CAD/1 T2M01 PROJECT NUMBER: 99212 DRAWN BY: LU IN CHECKED BY: RI'1 APPROVED BY: MO.1 MECHANICAL BUILDING "A" ZONING PLAN CITY OF TUKWILA DEC i ? 1999 �E�•NT C[NTCn 1 =_y SECOND FLOOR HVAC PLAN BLDG "A" SCALE: 1/8 " =1' -0" � � 1 GENERAL NOTES A. CONTRACTOR TO COORDINATE INSTALLATION OF DUCT WITH STEEL FRAMING, ELECTRICAL CONDUITS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST DUCT SIZE AND ROUTE AS REQUIRED TO AVOID CON FICTS. B. DUCT TO INLET OF TERMINAL BOX TO BE SAME SIZE AS INLET SIZE OF BOX. DUCTWORK TO MEDIUM PRESSURE CONSTRUCTION PER SMACNA STANDARDS. C. COORDINATE CEILING DIFFUSER, GRILLES AND REGISTERS LOCATIONS WITH CEILING GRID, LIGHTING, SPRINKLER HEADS, CAMERAS, AND SPEAKERS. KEYPLAN - BLDG "A" ARCHITECTURE GROUP CONSULTING ENGINEERS V Mon* 0 S. i.aCln MX (400436-1511 Project /: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: VEC ; 7 199 PROGRESS DATE: II/INA9 " ERMIT CENTER FILE: I:/99/992122AO,272M2A PLOT: PROJECT NUMBER: 99272 DRAWN BY: LLUN CHECKED BY: RM APPROVED BY: PLOT DATE/ TIME: AIfA IECN EXODUS 0 IGCP BUILDING A TUKWILA, WA MECHANICAL SECOND FLOOR I-lUAC PLAN crrry RECEIVED 1 -- 7 _ - --- - - --- - - --- - - - L__ _J L_ I ' L_ -1 L_ __I L I i�t / %� % i / // :/ / ' r r � � / / ,;/ ' '' ') ` 7/ / / / / / / .. � .. � 1� /� % �%', r, , �i / / // -„ , ,,i /�,� / /� /i/ , :%';'W/', /ri': / /% % ' BOD 10' -10" k*Erallimmimmimi Ti 'BOD 10'7" T j% VD I i' / = VD T 2424�A 1 - T I. BOD 10 7 I !8x16 BOO SA - -- 10' -11" f ' + f - I L - --, G� .!111 • " _' r ' e T - , --qt-- _ . J L -1`" L - _ - -1 I �, __ _ _L - - I i/- / ! 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OPENI 1 / r 7 r\ �'l. i 41 Q� _ , Q % oc; I ` _ = = _ I II i '� _ 10' "AFF I TYP - BOD o' $" fir. ii +' ' 14 CD3 ; Boa 12; 2 65 CFM t J.eie '` 2" , I Ii !I ;56 I/,>1 , ®I ti 24 S- _= = = M '� - , T - BOD TO' T11 BWD for 9� -' BOD 10 - -7"- � T 2 -3 ° c / 1! �f . 1 - !� D 10' -8" (TYP) r- IC I LI I- --1 I - - - - \, _ L o . a rl AM I I I I I I I I J Lam,. i > .. -" ® I I I I I i 1 1 I I I fir_ �_ -- , =IF - = = =� �f='Y 9 II 1 I! II I 1 Ir_ J l i I II 1121-2 it !I l ! _J L- - - -A -- -°- =_ =_ -_- - -.. - - �-. (WP _ .._:._-- - -: � � t FASTEN FLOOR STAND INSTALL 30x16' OSA TO CONCRETE SLAB INTAKE LOUVER AT (WP) BOD' 10' -8" Y - . : 0.. %' 1 ,t ,... - ice =_y SECOND FLOOR HVAC PLAN BLDG "A" SCALE: 1/8 " =1' -0" � � 1 GENERAL NOTES A. CONTRACTOR TO COORDINATE INSTALLATION OF DUCT WITH STEEL FRAMING, ELECTRICAL CONDUITS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST DUCT SIZE AND ROUTE AS REQUIRED TO AVOID CON FICTS. B. DUCT TO INLET OF TERMINAL BOX TO BE SAME SIZE AS INLET SIZE OF BOX. DUCTWORK TO MEDIUM PRESSURE CONSTRUCTION PER SMACNA STANDARDS. C. COORDINATE CEILING DIFFUSER, GRILLES AND REGISTERS LOCATIONS WITH CEILING GRID, LIGHTING, SPRINKLER HEADS, CAMERAS, AND SPEAKERS. KEYPLAN - BLDG "A" ARCHITECTURE GROUP CONSULTING ENGINEERS V Mon* 0 S. i.aCln MX (400436-1511 Project /: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: VEC ; 7 199 PROGRESS DATE: II/INA9 " ERMIT CENTER FILE: I:/99/992122AO,272M2A PLOT: PROJECT NUMBER: 99272 DRAWN BY: LLUN CHECKED BY: RM APPROVED BY: PLOT DATE/ TIME: AIfA IECN EXODUS 0 IGCP BUILDING A TUKWILA, WA MECHANICAL SECOND FLOOR I-lUAC PLAN crrry RECEIVED 1 SECOND FLOOR HVAC PLAN — BLDG "A " SCALE: 1/8"=1'-0" 01 62x3tl RA OPENING IN FLO01. ADD SFD. EXTEND 24" BELOW FLOOR. SFD TO Bt FLUSH WITH FLOOR ADD STEEL EGGCRATE GRILLE TO FACE OF SFD. TYII/ 0 Lig ( GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF DUCT WITH STEEL FRAMING, ELECTRICAL CONDUITS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION" ADJUST DUCT SIZE AND ROUTE AS REQUIRED TO AVOID • CONFICTS. B. DUCT TO INLET OF TERMINAL BOX TO BE SAME SIZE AS INLET SIZE OF BOX. DUCTWORK TO MEDIUM PRESSURE CONSTRUCTION PER SMACNA STANDARDS. KEYPLAN - BLDG "A" '- �- CORPORATION ARCHITECTURE GROW`" ALFA TECH CONSULTING ENGINEERS nrr Men er./.06 s.1. nstt FAX (400)436-1511 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute h original and unpublished work of the Co ,lion the aq o Sobey rpor ontl ame may not e du setl or p o r aosed withou t th wr [ten conc of the Sa Corporation. DRAWING TITLE. FECEI� yE� PROGRESS DATE IVI959 S EC I ( 1939 I FILE: 1:/99/99212 /CADR72P?2XRMIT CENTER PLOT: PROJECT NUMBER: 99212 DRAWN BY: UN CHECKED BY: RNI APPROVED'. BY: ® DRAWING NUMBER: PLOT DATE/ TIME: EXODUS 0 IGOP BUILDING A TUKWILA, WA M2.2.B MECNANICAL SECOND FLOOR I-IVAC PLAN { 1 J,' I L — �I _1 j I I II I I PROVIDE 96x24 SA DUCT i 1 _ J _ L J ! - L _ _ J 1 id I ! I I ! I I WITH BIRDSCREEN AT OPENING t © INSTAL4L CONTROL DAMPER. _ _ _L ; _ i J 1 i II II I U I I A 1 I/ \I I BALANCE TO 15,400 CFM I ; — N FLOW) i/ - /� i ��� / / /., / /, j/� , // // b i' % / Z.M ' / /iSO� ASV 1 1" =1 r j j I - � -r- - -; 34 2 SA - r' T I I VD BOC� 1 10' -7" I I� 1 i I �" , 1 VD I i ' I — I I I , a I N., I i ri i 90x20 SA CONNECT TO I1 BOTTOM (F PLENUM I: �± Il T- - 4 fy 4 1 J y j % --- ' 1 J i r ! I 26x18 SA - J I! - I B _ _ 0 0 1 0 ' - 0' 0" - - it ill I i r, j II 11 1 NI I © CONTROL DAMPER 1 I E I t 90x20 SA WITH CONTROL DAMPER 1 CONNECT TO BOTTOM OF PLENUM i I ( UPFLOW ) (DISCH PLENUM) i 1 (UPFLOW) � ► — 1 � I /. : ; ! /i / : :7 /i /j ;/ '//'/7//,'/,, / , - - / ,'/ a G4 •4 I I A /�/. / / /%i / , / 7 / ' 6 1' -r - - - - --1 ,�x 5 -- E �I UM 06, 0" , i %? i IAI T ' II/ kii !I Ir 4, I / ? -$ 1 i ye G a , 1 — ` 92x28 SA i BOD 110' 5 1 \ \ '�� �•. ► � /1 Y,'� SF a �, _1 �j III PROVIDE 62x36 ` I AT FLOOR SLAB TO EXTEND 24" ! I FLOOR. ADD BIRDSCREEN _ nllf nlic �n cc G SFD a (TYP OF 3) ' /% /i: / i ; / �% ` iA %/ //,////, A/ID /- 'D : . EXIST] E • • �/. !- - - - I1 • ET BOTTOM I F1 SFD TO 10' -61 DUCT BELOW - - • I I T I ! ' —r - -; a WM SrC ! NIP' i A a • ,;/%01 OF 4) I 0 H —1 I I SF 1 '�� ! , I Q I� Q I I —.I ! L_ � / -/ / / , / -" "', i I ! _ . _ / //i , �� /i / , / - J I_ /,, % / / ' / �. / // // j // / � / /:' /!/ 1 1 , . /i � . ' %/ / / / // /// i / /I- 2 -5 T - ; T j I I I I 1 I I ' /� / �/ y _, I r - I ! I I I 92C24 SA I. BYtASS I 1 I 1 I ` I I J- ____ _ J - - - r ! I I i t I I 1 1 i i ! - j r I i _ 1 rj J 1 � � ■ 1 O" 14"i © I I I% I I ! I�' �- _ , a / i '' / % /% i; / 1 / //'j / /, 1 I I I I 1 / i L ` / /: / / /.:, / i /4 0/ / / /Me,i' / '/ % : '. .' '/ / / T //, 'i�i //i' // / //' /. 1 -- - - 7 / A 7 T v p - I - - � 0 7V-5- -A L ET k: �@x sA I BOO 10 -10" , 1 BOD 10' -10" I riA F I f 4Qx24 SA i i I B CD 10' -7" --1 I 4Bx24 SA I V ; / I � ® ; - - -�- - -BOO 1 - -- - - -- - - -- T - 1 L - L - — I.M. - - - -i - ∎ / I L J - - - - �- I-L - - - -L__- J %%� -j / T % / "/ TI&A E / ? s' / ?, %l % - /7 i O' �A � / j / ////6 // 7///// '7 /// ' AGSM/ - /, :. /. / OZ� / - / J j /// „�' i i , /// , / / �. > � / ', / �i4�if //IID9Ll/1117/G�_I�/// / /!/i/� S Tel //I///ll ;.,- ,11: L//iG/Y//b�L`1 i . .. 1 - - - r — - T 1 - - - - -, Q - -- - - ! 1 ! if %/ /j/ T IT 1 I T T ! mir - - --I L r - - --I L \ c' lion r- = L — - H-T _L4 I 1 7 7 I JL 1 1� ( — 1 n J L — 1 n ` J L 1 1 _I_ L - __- FASTEN FLOOR STAND TO CONCRETE SLAB (TYP) (TYF) SECOND FLOOR HVAC PLAN — BLDG "A " SCALE: 1/8"=1'-0" 01 62x3tl RA OPENING IN FLO01. ADD SFD. EXTEND 24" BELOW FLOOR. SFD TO Bt FLUSH WITH FLOOR ADD STEEL EGGCRATE GRILLE TO FACE OF SFD. TYII/ 0 Lig ( GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF DUCT WITH STEEL FRAMING, ELECTRICAL CONDUITS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION" ADJUST DUCT SIZE AND ROUTE AS REQUIRED TO AVOID • CONFICTS. B. DUCT TO INLET OF TERMINAL BOX TO BE SAME SIZE AS INLET SIZE OF BOX. DUCTWORK TO MEDIUM PRESSURE CONSTRUCTION PER SMACNA STANDARDS. KEYPLAN - BLDG "A" '- �- CORPORATION ARCHITECTURE GROW`" ALFA TECH CONSULTING ENGINEERS nrr Men er./.06 s.1. nstt FAX (400)436-1511 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute h original and unpublished work of the Co ,lion the aq o Sobey rpor ontl ame may not e du setl or p o r aosed withou t th wr [ten conc of the Sa Corporation. DRAWING TITLE. FECEI� yE� PROGRESS DATE IVI959 S EC I ( 1939 I FILE: 1:/99/99212 /CADR72P?2XRMIT CENTER PLOT: PROJECT NUMBER: 99212 DRAWN BY: UN CHECKED BY: RNI APPROVED'. BY: ® DRAWING NUMBER: PLOT DATE/ TIME: EXODUS 0 IGOP BUILDING A TUKWILA, WA M2.2.B MECNANICAL SECOND FLOOR I-IVAC PLAN j ( i Tyr) i RA/ Uri I I,_ _ I i V j� I 1 -„rr � �;'/ - 4 ( _— _— . - - .9 4 /1 (E)45x74 :A BO 110' -1 1 T O (E)RTUR022F % � S 45276 IUP I1 THRU ROO SA 114jc28 �� RTU_04 BOD maw i I I� Ij 400 CF III —J L_� J L_ o3_J T 26x1 -8-SA} - T r 32x24 SA- - T - BOD 10`f-11" ! BOO 10' 8" (- ;A I !2F iP DN el: /2 - - T I JLi IJJ THIRD FLOOR HVAC PLAN — BLDG "A "® SCALE: 1/8"=1'-0" E L _ L------ -- -- - - - - -J �� / /� ! _ _ 56x24 SA aaD41 Q B° - 1;4 //� /- LlZ /i /;G�// / /// �,�% , /� /��,% / / /������/ I r / /,;., %! %% / /,;, / i; // /�i - / / j /. L /i. = j I- T Y - l T 1 � j /' %4 I T — H / ! F jl THRLII !ROOF i , .1 Ii RTU4 i Gi�i i . I 1 , __ Z J BOD T10- _1 L_ 74 BO ( CO rei 17 W4 i'O fe /a! Y ' .M'; , '. M§ I i 7rT '. / I +D79/ /i -- _ ROOF - SItiEC(TYP)T - 1- ! - ' -- E -! ! ----- tin - -- j I I I I I I L,lI W Lul U-1 I ! I vu rn T—= - - - - - - - 1— _ —L _ _ i - -i _ J L -tV [_ J L GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF DUCT WITH STEEL FRAMING, ELECTRICAL CONDUITS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST DUCT SIZE AND ROUTE AS REQUIRED TO AVOID CONFICTS. B. DUCT TO INLET OF TERMINAL BOX TO BE SAME SIZE AS INLET SIZE OF BOX. DUCTWORK TO MEDIUM PRESSURE CONSTRUCTION PER SMACNA STANDARDS. 0 61,q-o KEYPLAN - BLDG "A" ARCHITECTURE GROUP PLOT: PLOT DATE/ TIME: DRAWING TITLE: BLDG "A" y DRAWING NUMBER: ALFA TECH CONSULTING ENGINEERS A bl 0i.. 0.1, 94 R10 9. lwp 0 ten Mlar 0010436 -0300 rot (00)170 -1711 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written mote. dppearirg herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated. used or disclosed without the written content of the Sabey Corporation. EXODUS 0 IGCP BUILDING A TUKWILA, WA MECHANICAL 714/RD FLOOR HVAC PLAN Clly OF 7tIKWllq DEC 1 7 to e PROGRESS DATE: 109r99 PEgMI_ FILE: Iv99/99212/CAD/2721123A PROJECT NUMBER: 99272 DRAWN BY: WJN CHECKED BY: fcf'1 APPROVED BY: M2.3.A THIRD FLOOR HVAC PLAN - BLDG "A" SCALE: 1 /8 " =1 ' -0 2 1 GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF DUCT WITH STEEL FRAMING, ELECTRICAL CONDUITS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST DUCT SIZE AND ROUTE AS REQUIRED TO AVOID CONFICTS. B. DUCT TO INLET OF TERMINAL BOX TO BE SAME SIZE AS INLET SIZE OF BOX. DUCTWORK TO MEDIUM PRESSURE CONSTRUCTION PER SMACNA STANDARDS. bqq/M KEYPLAN - BLDG "A" CORPORATION ARCHITECTURE GROUP DRAWING TITLE: ALFA TECH CONSULTING ENGINEERS M on. (408)436-6300 (108)431-1511 '-- r tx (• —I5II Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing .. herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or disclosed without the written content of the Sabey Corporation. EXODUS ®IGCP BUILDING A TUKWILA, WA RE IIA PROGRESS DATE: 11/19/99 Ijtl. 1 1999 FILE: I:/99'99272/CADV272h123SERMff CENTER PLOT, PROJECT NUMBER: 99212 DRAWN BY: LL UN CHECKED BY: Rh1 APPROVED BY: BLDG "A" DRAWING NUMBER: PLOT DATE/ TIME: V12.3.8 KY MECNANICAL 11-11FC FLOOR I-IVAC PLAN 1 ! i ! i � 1 I I 1 \ j i -. _ r_�. _: �� _.,. . .-- _:__.ill . r::.- �_ it _ r- - i - -Si � L___ J %// //� I ! ' ;Z - I \ DISCH. PLENUM) 7 (UPFLOW) � ` _ _.1 I I 9 r. ;) j /' %/. / / , / i /i' /% /11CC' %%' �if/i�, // - -T I -- T - -T - - - 7-- // --- - ---- 0 8- t /A r- r r V4-11 i - - -- +- -- 62x -� --BODE = / 1-- -+ t L _I (TYP OF 2) , ® j � I +I I 1 ��-i � '� I —I- _ CS I I 'r I i -_-il 11 1 1 ' 1 j1 • / //� / �� I % " j 117' , /7 �O% / // / /, p i } I VD I �/ t /j/ I I / (DISCH. PLENUM) / s �j(UPFLOW) / J ` 11v / , k-. ,T, . . 7, /j - - TO- WITH BOWS -:..//- , , / / // / /X/ '� 7i / /../ j/ (2)221/ - - T 90' RAD (TYP) - -I I E /// //� .� , ✓� / I - - I - -1- I � I RA ! UP I \ �� R00 TO - I I l rh 1 ii l 1 q l 3- r� • 3 V/ �� i I a� .%/ / L-I / r fd z i � i 1 j �a'�' 45x74 SA 8 RA THRU ROO 10 - 1 10" TO 14TU -03 I \ -- / 7 T ROOF TO I RTU -06 I � - T' I - - . - - - �, SF Pp /�, :ei / I /4x2 lZA E 4. 110' -110" (- UP I T "� w 1 1 1 R4"".° -r / ,.i._. II 1 � ��' Nw 1 ��i r - F ww wr . I ■ ON � 'T / 1 .� 7/ ..' t i / - - ( 1 n / Io - .. / �,k.���a✓y / / / / / / / / /// / / /' /'/ //. /% _ / / . U 105 -74x22 SA T --1; I 1 / /j� 1 1- - - � j �/f , - T r T _ �� 1 I T _ �_ J _ - -- BOY 10' - (TYP'OF 41 I 'I� 1/d F��/ T - -IN I 1 % % ' J// - L +- 1 I i J_ L 14' III / ' / I ^ E - - 1 1 -- L- I� - - - 3 -2 TI rj `I L � ' L OPP£ QWN ' % L 128x1 Fi SA_ t I / /4 1 BO 10 -6" I � � m ' M ■ _ 1 l 7Dx -1 ti-SA- - J 1 l I 1 I 1 Y /// BOLA 0' -6 l _ I • , f _ I i�. i ASS/ SOO //AWSOSIPASO7LOVY� ` ASERSO INIMIGAr , , ,__ T /�rr9/ /�/ /i560.7�/ A ASS / i�� i ii. noip yir1nyc��.ora ' y / L r , - fi r' L J L J 1 % ,, ; - -r- - - 7 - -r - r. w 1 w i 1 1 N 1 w _� I r T i i L- - - - --` ____ i ROOF STEEL 1 r, i 1 -- _ - - -T__ I r - I - I I L - --1 • i I I I I I I I J L - - =- ® • ® III I I I ! I I I'\,1 - l I I L I I 1 1 I-11 j I Ira m -II- 1 1 . ��. =l � - "a' '' YP) THIRD FLOOR HVAC PLAN - BLDG "A" SCALE: 1 /8 " =1 ' -0 2 1 GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF DUCT WITH STEEL FRAMING, ELECTRICAL CONDUITS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST DUCT SIZE AND ROUTE AS REQUIRED TO AVOID CONFICTS. B. DUCT TO INLET OF TERMINAL BOX TO BE SAME SIZE AS INLET SIZE OF BOX. DUCTWORK TO MEDIUM PRESSURE CONSTRUCTION PER SMACNA STANDARDS. bqq/M KEYPLAN - BLDG "A" CORPORATION ARCHITECTURE GROUP DRAWING TITLE: ALFA TECH CONSULTING ENGINEERS M on. (408)436-6300 (108)431-1511 '-- r tx (• —I5II Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing .. herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or disclosed without the written content of the Sabey Corporation. EXODUS ®IGCP BUILDING A TUKWILA, WA RE IIA PROGRESS DATE: 11/19/99 Ijtl. 1 1999 FILE: I:/99'99272/CADV272h123SERMff CENTER PLOT, PROJECT NUMBER: 99212 DRAWN BY: LL UN CHECKED BY: Rh1 APPROVED BY: BLDG "A" DRAWING NUMBER: PLOT DATE/ TIME: V12.3.8 KY MECNANICAL 11-11FC FLOOR I-IVAC PLAN --- 1- -+- I i 1 I 1 I • 1 `. I , ' 11 , 1 11 , , . , I 1 d , i t±-,,, r - , ; \ 1 ,:.,,,,,,, 6 - - 1 ri — ___ - - — 1 r — / / / y - 1 /I / • / / — -- 1 — r , { 1 _I . Z') `1,, SEE SCHEDULE MATCHING \ ROOM UNIT \ M4.2 (TYP \ —, r _ , rt qp FOR COMPUTER TAG ON U.O.N) i i \ I I , , + • i ' , a go r — /I / / / / — -1 r — t' F7 Ni — 1 , - -■ :1 . , \ ' ' \ . \ • , • ' ,-- i , i 1 L c.:, i i 1 1 ; , -,-,... ',,,, ,q,, , \ _..i 14 ..., —7 / / -J L n -I L - -,- n , - - - -I L . . )s,, 1 I 1 , I L 0 t---,''' i / —1 L • i L 8 _I , I' ', -‘ ,,,,, (N)45x OPENING ROOF /6 SA , , THRU , , , — 0)61 x 76 RA , QPENING THRU OOF ' --(N)42x80 RA OPENING THRU 1 , ' ROOF F H-'-- .. ,---, 1 '- °_, , ..------2.' , ...-- /--',.---- ...----- --- ...--- ----"' ti 1 1 I 71, XIV& NM '.'kll ' -. . W. -:,',& . .- ,/ ,.., , V. 4 a;..- ‘1 -. 1 ". ..,,A,.....-, ..!_j.,- F, , & -. ." a.. I 1 I / \ ' 1 I , tv I \ 1 I - - -, 1 \ \ , \ 1 7" / ,/ I 7 , 1 23,700 lbs. 23,700 lbs. 1111 ' / --- I L - 11 11 ; , 11 1 I I I • , L L ___; LL I la' ' I \j' --,--- _.J L /1 _,/ - ; ; ; 1 ! 1 \ :\__ \: \ \ c-' I \ 1 1 \ 1 \ I ' 4 -- -s ' I I 1 1 {22111 MATCHLINE SEE DW . M2.4.B LJ IF - -rl gur to o ro., • ' 4 gt..4 , s I \ / x I /_ \_. 7 1 ; I ; ; ATTrs,„ ,----, 1 , vz___ , 2/ ; _J_ - -- —I—_ , . • — - - - i i ! - 1 1 _ .' 1 / I // I — (E OP ROJFN 45x74 SA - - - 1 .t\IING THRU , rb ' —(E)61 x80 RA OPENING/THRU I- 0 (N p ) E 4 N 2x N 7 G 6 \ RA HR0 1 2-3- ROOF / ROOF , I ---...„ ---„, \. i / / / , / / i 77 1 - - ,-.;„ ,, ,, /IA MY ,, • , ._ \ - MP) \ \ r - , --- 1 / i i 1 I • , \ If A% cry "43 P) \ 4 ., 1/4 I I / 1 41 SERVES AHU 2-12 'ON - 'O F171 I ij I __L 1 , +- 2N IN ; SEE SCHEDULE FOR MATCHING COMPUTER ' ROOM UNIT TAG ON / M4.2 (TYP U.O.N) / / < 4 `„ / csi \ \ L i . l ,. , / , / / _RF_STR(10M . \ 1 \ / / , - / \ N... \ . 11\ \ .. --I- -, ,./ 1 --,-- _./ \ 3 / a 1 1 \ / \, . , / / \ , / v") \ / ' . z ' D — ''', • --- p 11 i< :1 ,m L . _ . , ROOF LEVEL HVAC PLAN — BLDG "A" SCALE: 1 /8"= 1 -0" KEYPLAN — BLDG "A" CORPORATION ARCHITECTURE GROUP O' ALFA JEC CONSULTING ENGINEERS 1•■••■ A WI 9. PIS So., 15112 Mom (4010436-8300 rAX (403)434-1511 Project it 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute the origMal and unpublished work of the Sobey Corporation and the some moy not be duplicated, used or disclosed without the written concent of the Sob, Corporation. • EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: PROGRESS DATE: 1119/99 eggimif-e,-, FILE: h/99/99212/GAD/272M24A PLOT: PROJECT NUMBER: 99212 DRAWN BY: WA CHECKED BY: RN APPROVED BY: litrommalmommimi1 DRAWING NUMBER: PLOT DATE/ TIME: M2.4.4 MECHANICAL ROOF LEVEL. l-ivAC PLAN cire OF TUKWILA Jl f IJ�Jj�J1LJ r \/' /' F ' `+ ra ' r1 llr1 r1 �J WY WY r1 r /' Via\ W o J1lJllJ ` 23,700' lbs. j \ — (N)61x77 RA IIi OPENING( THRU i t 1II 1 0096 L — (E)45x74 S OPENING T U ROOF , rF� rival rat .. DO S. 2 s f 1\ w J L J — (N)45x74 6A OPENING THFCL1 ROOF !,/ / _ 7 L Ji SEE SCHEDULE FOR MATCHING COMPUTER ROOM UNIT TAG ON M4.2 (TYP U.O.N) 1 � 9°I SEE SCHEDULE FOR ! MATCHING COMPUTER \ ROOM UNIT TAG ON / \, M4.2 (TYP U.O.N) \ F I 1 / 1 I L J L J L J L J 1- (E)61x77 RA I OPENINGS \RU I ROOF 4 (TYP) - r 21 L�J ROOF LEVEL HVAC PLAN — BLDG "A" SCALE: 1/8 " =1' -0" r LLB -4 J L__'FF_ i L. —� If qL KEYFLAN - BLDG "A" BLDG "A" ' EY CORPORATION ARCHITECTURE ,GROU `' PLOT: PLOT DATE/ TIME: ALFA JECH CONSULTING ENGINEERS Phone yawn s'+..aelu £AX (006)158 -15t1 Project #: 99272 CONSULTANTS • ee. EXODUS IGCP BUILDING A TUKWILA, WA REV 0 ISSUED FOR PERMIT'' 12/16/99 REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sebey Corporation and the some may not be duplicated. used or disclosed without the written content of the Sobey Corporation. DRAWING TITLE: PROJECT NUMBER: DRAWN BY: ILUN CHECKED BY: RI APPROVED BY: DRAWING NUMBER, 99272 M2.4.3 MECF4ANICAL ROOF LEVEL NVAC PLAN SECOND FLOOR PIPING PLAN - BLDG "A" SCALE: 1 /8 =1' —O" GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF REFRIGERANT PIPING WITH STEEL FRAMING, ELECTRICAL CONDUITS, LIGHTING, RAISED FLOOR PEDESTALS, CEILING GRID, DIFFUSERS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST PIPING ROUTE AS REQUIRED TO AVOID CONFICTS. PROGRESS DATE: II/1359 PERMIT CENTER FILE: 1,199! 39272/CAD/272M22AP %UM KEYPLAN - BLDG "A" 12 BLDG °4" ES CORPORATION ARCHITECTURE GROUP RL A JECH CONSULTING ENGINEERS ® .. 6w1 %Ise 0.,4 >w On 01 7s11e Maw (400)470 4500 r.X (41os)ae—tstt Project /:99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written materRI appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or discbsed without the written content of the Sob, Corporation. DRAWING TITLE: • EXODUS 0 IGCP BUILDING A TUKWILA, WA PROJECT NUMBER: 99272 DRAWN BY: LLUN CHECKED BY: I APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: MECHANICAL SECOND FLOOR PIPING PLAN GITY SE'UI6 '111Ny1(, DEC '?'I9 M2.2.AP j 7 HG T I ! (2)11" HG I I (2)11 RL -- — 1 I ! = T - - - i -- j -- - fir NE i I I I I ! I /RL t - - - -J- - - -� -------- - - - - -i r HG / /A l����i l/ / /%i01/// f % %/ / / /2'4y 2 '/ / • / / // '/%/ / / /i/// 7' / /> /! 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PROGRESS DATE: II/1359 PERMIT CENTER FILE: 1,199! 39272/CAD/272M22AP %UM KEYPLAN - BLDG "A" 12 BLDG °4" ES CORPORATION ARCHITECTURE GROUP RL A JECH CONSULTING ENGINEERS ® .. 6w1 %Ise 0.,4 >w On 01 7s11e Maw (400)470 4500 r.X (41os)ae—tstt Project /:99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written materRI appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or discbsed without the written content of the Sob, Corporation. DRAWING TITLE: • EXODUS 0 IGCP BUILDING A TUKWILA, WA PROJECT NUMBER: 99272 DRAWN BY: LLUN CHECKED BY: I APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: MECHANICAL SECOND FLOOR PIPING PLAN GITY SE'UI6 '111Ny1(, DEC '?'I9 M2.2.AP SECOND FLOOR PIPING PLAN - BLDG "A "� SCALE: 1 /8 " =1' -0" GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF REFRIGERANT PIPING WITH STEEL FRAMING, ELECTRICAL CONDUITS, LIGHTING, RAISED FLOOR PEDESTALS, CEILING GRID, DIFFUSERS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST PIPING ROUTE AS REQUIRED TO AVOID CONFICTS. Dget KEYPLAN - BLDG 11 A” re. • S 'ir BLDG "A" FY CORPORATION A ARCHITECTURE GROUP ALFA TECH CONSULTING ENGINEERS wee ie .ctou FAX c y.(400434 s Project t: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute the original a. unpublished AN 0 the Sabey Corporation and the some may not be duplicated, used or disclosed without the written content of the Sob, Corporation. • EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: PROGRESS DATE: 101959 71Er ; ' 195S FILE: I: i9959272/GADQ72PII2BP PLOT. 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CONTRACTOR TO COORDINATE INSTALLATION OF REFRIGERANT PIPING WITH STEEL FRAMING, ELECTRICAL CONDUITS, LIGHTING, RAISED FLOOR PEDESTALS, CEILING GRID, DIFFUSERS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST PIPING ROUTE AS REQUIRED TO AVOID CONFICTS. Dget KEYPLAN - BLDG 11 A” re. • S 'ir BLDG "A" FY CORPORATION A ARCHITECTURE GROUP ALFA TECH CONSULTING ENGINEERS wee ie .ctou FAX c y.(400434 s Project t: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute the original a. unpublished AN 0 the Sabey Corporation and the some may not be duplicated, used or disclosed without the written content of the Sob, Corporation. • EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: PROGRESS DATE: 101959 71Er ; ' 195S FILE: I: i9959272/GADQ72PII2BP PLOT. PROJECT NUMBER: 99272 DRAWN BY: IUIN CHECKED BY: RM APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME MECHANICAL SECOND FLOOR PIPING PLAN M2.2BBP CENTEF J THIRD FLOOR PIPING PLAN - BLDG "A "�� SCALE: 1 /8 " =1 - GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF REFRIGERANT PIPING WITH STEEL FRAMING, ELECTRICAL CONDUITS, LIGHTING, RAISED FLOOR PEDESTALS, CEILING GRID, DIFFUSERS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST PIPING ROUTE AS REQUIRED TO AVOID CONFICTS. • D9V qq( EXODUS IGCP BUILDING A TUKWILA, WA. KEYPLAN - BLDG "A" • • EY CORPORATION ARCHITECTURE GROUP CONSULTING ENGINEERS e pto w )~w - 0300 s• +•a a elv sr Pm FAX (408)434 t Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI dmwings and written material appearing herein constitute the original and unpu work of the Sobey rporation and the same may not hGShed a duDGc used or Co corporation. without the written concept of the Sohey Corporation. DRAWING TITLE: PROGRESS DATE: IV19/99 FILE: I:,99i99272/CAQ,2721'123AP PLOT: PROJECT NUMBER: 99272 DRAWN BY: U.UN CHECKED BY: r'd'1 APPROVED BY DRAWING NUMBER: PLOT DATE/ TIME ALFA Ell MECHANICAL THIRD FLOOR PIPING PLAN M2.3.AP i / I I I I i ! 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KEYPLAN - BLDG "A" • • EY CORPORATION ARCHITECTURE GROUP CONSULTING ENGINEERS e pto w )~w - 0300 s• +•a a elv sr Pm FAX (408)434 t Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI dmwings and written material appearing herein constitute the original and unpu work of the Sobey rporation and the same may not hGShed a duDGc used or Co corporation. without the written concept of the Sohey Corporation. DRAWING TITLE: PROGRESS DATE: IV19/99 FILE: I:,99i99272/CAQ,2721'123AP PLOT: PROJECT NUMBER: 99272 DRAWN BY: U.UN CHECKED BY: r'd'1 APPROVED BY DRAWING NUMBER: PLOT DATE/ TIME ALFA Ell MECHANICAL THIRD FLOOR PIPING PLAN M2.3.AP THIRD FLOOR PIPING PLAN — BLDG SCALE: 1 /8"=1 '-o" GENERAL NOTES: A. CONTRACTOR TO COORDINATE INSTALLATION OF REFRIGERANT PIPING WITH STEEL FRAMING, ELECTRICAL CONDUITS, LIGHTING, RAISED FLOOR PEDESTALS, CEILING GRID, DIFFUSERS, CABLE TRAY AND FIRE PROTECTION PRIOR TO INSTALLATION. ADJUST PIPING ROUTE AS REQUIRED TO AVOID CONFICTS. KEYPLAN - BLDG "A" CORPORATION ARCHITECTURE GROUP PLOT DATE/ TIME: JcFI CONSULTING ENGINEERS sormason■ 1.011..1.1,1e. LA IX Old Flom (400434-3300 FAX (4010430-1311 Project #: 99272 CONSULTANTS BLDG "A " DRAWING NUMBER: REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE All drawings 011d written mote.I appearing .rein constitute the original ond unpublished wort, A the Sabey Corporation and the some m, not b duplicated. used or disclosed without the written concent of the &they Corporation. EXODUS C IGCP BUILDING A TUKWILA, WA 1 DRAWING TITLE: MECPANICAL TI-IIRD FLOOR PIPING PLAN orrn 1 7 12S.9 PGFOVIrr PROGRESS DATE: IVI9/99 CENTER FILE: 1,39/49772/CAD/2121173SP PLOT: PROJECT NUMBER: 99212 DRAWN BY: tI.UN CHECKED BY: RN APPROVED BY: M2.3.BP I . ' 11 I I I ! I I . r --- = , (4)1CRL r'''. 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KEYPLAN - BLDG "A" CORPORATION ARCHITECTURE GROUP PLOT DATE/ TIME: JcFI CONSULTING ENGINEERS sormason■ 1.011..1.1,1e. LA IX Old Flom (400434-3300 FAX (4010430-1311 Project #: 99272 CONSULTANTS BLDG "A " DRAWING NUMBER: REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE All drawings 011d written mote.I appearing .rein constitute the original ond unpublished wort, A the Sabey Corporation and the some m, not b duplicated. used or disclosed without the written concent of the &they Corporation. EXODUS C IGCP BUILDING A TUKWILA, WA 1 DRAWING TITLE: MECPANICAL TI-IIRD FLOOR PIPING PLAN orrn 1 7 12S.9 PGFOVIrr PROGRESS DATE: IVI9/99 CENTER FILE: 1,39/49772/CAD/2121173SP PLOT: PROJECT NUMBER: 99212 DRAWN BY: tI.UN CHECKED BY: RN APPROVED BY: M2.3.BP , % | U| (2)13 RL*( HG 3RD FLR. -s J II C3 RL&(2)1" HG DN T 2ND TO C 2-7 ) -9 DN TO ( I i ( : RLdc(2)1I" i HG ON TO rem 2ND FIR D FLR. ' CAH RL&(2 1i" 8 HG ON 0 2ND FLR. ^ 0 ____J - 11) CAH ( — L • — i E I \` . I J - - I 7 L I ! 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N w I z U i m I I L• Q J "41 (I`(P) • ROOF LEVEL PIPING PLAN - BLDG "A" SCALE: 1 /8 " =1' -0" 0m-cA-A- I2,1 KE'YPLAN - BLDG "A" F CORPORATION ARCHITECTURE GROUP ALFA JECH CONSULTING ENGINEERS a lem..11, po >r s., Dllq Bane 0061136-0306 FAX {400436 -1511 Project #: 99272 CONSULTANTS 0 EXODUS 0 GOP BUILDING A TUKWILA, WA REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE All drawings and written material appearing. herein '.constitute the original and unpublished work A the Sabey Corporation and the some may not be duplicated. used or disclosed without the written content of the Sabey Corporation. DRAWING TALE: 2 3 , Y y SIONAL ���� PROGRESS DATE: I149/49 PERMIT CENTER 411 BLDG "A" FILE: 1u99/99212/CAD/272`r24AP PLOT: PROJECT NUMBER: 99272 DRAWN BY: IUJN CHECKED BY Rri APPROVED BY: DRAWING NUMBER:. 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TO CAH 2-1 1 ' FIG I i KEYPLAN — BLDG ",4" CORPORATION ARCHITECTURE GROUP LFA TE CONSULTING ENGINEERS ENI Was IDA 94,40 54,544,110(112 1 005)436-6500 FAX (400)436-1511 Project #t 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material oppeoring herein constitute the original and unpublished work of t. Sobey Corporation and the same may not be duplicated, used or disclosed without the written content 0 the Sobey Corporation. • e e EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: PROGRESS DATE: 11/I9/99 PERMI CENTER FILE: 1,99/99212/CAD/21211246P PROJECT NUMBER: 99272 DRAWN BY: UN CHECKED BY: RPI APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: MECHANICAL ROOF LEVEL PIPING PLAN rv ,RCEIVED ;11,1 M2.4.BP BUILDING "A" — SITE PLAN 4.1\ SCALE: 1/1 6"= 1 —0" *01 h alw ..... _-,r BUILD 'A' EXISTING GENERATOR BLDG. SCALE: 1 /8"= 1 '--0" — PARTIAL PLAN ilk\ KErPLAN — BLDG "A" errY A OF 7 1993 PROGRESS DATE: 9-13-99 1,39/99212/CA0/2121•131 "hair CENT BLDG "A" CORPORATION ARCHITECTURE GROUP CONSULTING ENGINEERS v co se. ar.e. 1 mm ociotse-asoo FAX - Project #: 99272 CONSULTANTS Alfit REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE RI o';drZif and the same may not be duplicated. used or discbsed without the written concent of the Sabey Corporation. DRAWING TITLE: PLOT: PROJECT NUMBER: 99272 DRAWN BY: LUX CHECKED BY: Fr/ APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: • ec. EXODUS 0 IGCP BUILDING A TUKWILA, WA M3.1 MECHANICAL ANNEX BUILDING PARTIAL PLANS LL H - - �.i— � wN '� .�� ."5 .� . .a y .0 ■■■■ . ••. N ■.■ ■Y ®... i =ow: N8 HG■ O I .... � �a� , EEO .. " a\I /\lIp , ... . .�o_��e J ■.■ . ...a ■ ■tl.....■■■■. r... _ __—_ _ ■■■c 21 • kn. . .i .I. .: 5 /� iia■.Ii►•IUai -47,6,_' ,jut.. 0•001110111000110 IMO= • SECOND FLOOR RCP — BLDG "A" I ttote ftr;. -Ivy:■ i °�u�. - a-'- j r .:.I I177 I �j. T - � — .. I � i I I t I i i i � L 'qq— +�� —'r� 1 - '�f yJ25Li-t- +. ��-; -- 181 - ; 1511.,--LL , +-. '��� — —. _4 ' �. y r t �i ' _ \ 't - - - • THIRD FLOOR RCP — BLDG "A" 6® GENERAL NOTES: A. COORDINATE CEILING DIFFUSER, GRILLES AND REGISTERS LOCATIONS WITH CEILING GRID, LIGHTING, SPRINKLER HEADS, CAMERAS, AND SPEAKERS. KEYPLAN - BLDG ARCHITECTURE GROUP ISSUE DATE AIFA TECH CONSULTING ENGINEERS tad W . I►r. S. Ffao s. l . WU Pt* (aoe)x -swo rAx (4013)436 -1511 — Project /: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS NI draw and written maleralappeering herein constitute the ori and unpublished work of the Sabey Corporation and the same men not be duplicated, used or disclosed without the written content of the Sabey Corporation. • DRAWING TITLE: PLOT: PLOT DATE/ TIME EXODUS G IGCP BUILDING A TUKWILA, WA MECHANICAL BUILDING "A" REFLECTED CEILING PLAN PROJECT NUMBER: 99212 DRAWN BY: WJN CHECKED BY: RM APPROVED BY: DRAWING NUMBER: M3.2 EXHAUST FAN SCHEDULE UNIT MARK MFR MODEL CFM INSWG RPM TIP SPEED SONES BHP DRIVE MOTOR OPER WT LBS SERVICE CONTROLS SEE NOTES TYPE HP VOLTS /PH /HZ EF -10 GREENHECK SBE- 3H42 -75 22,000 0.75 937 10,303 42 5.49 BELT TEFC 7.5 460/3/60 320 EXIST. ANNEX GEN. ROOM LINE VOLTAGE T -STAT 1,2,6,7,8,9,10 EF -11 GREENHECK SBE - 3H42 -75 22,000 0.75 937 10,303 42 5.49 BELT TEFC 7.5 460/3/60 320 EXIST. ANNEX GEN. ROOM LINE VOLTAGE T -STAT 1,2,6,7,8,9,10 (F)EF -12 GREENHECK SBE- 3L42 -50 22,000 0.5 695 7642 31 4.55 BELT TEFC 5.0 460/3/60 320 NEW ANNEX GEN. ROOM LINE VOLTAGE T -STAT /GEN OPERATION 1,2,6,8,11,12 (FUTURE) 1" (F)EF -13 GREENHECK SBE- 3L42 -50 22,000 0.5 695 7642 31 4.55 BELT TEFC 5.0 460/3/60 320 NEW ANNEX GEN. ROOM LINE VOLTAGE T -STAT /GEN OPERATION 1,2,6,8,11,12 (FUTURE) (F)EF -14 GREENHECK SBE - 3L42 -50 22,000 0.5 695 7642 31 4.55 BELT TEFC 5.0 460/3/60 320 NEW ANNEX GEN. ROOM LINE VOLTAGE T- STAT /GEN OPERATION 1,2,6,8,11,12 i (FUTURE) (F)EF -15 GREENHECK SBE - 3L42 -50 22,000 0.5 695 7642 31 4.55 BELT TEFC 5.0 460/3/60 320 NEW ANNEX GEN. ROOM LINE VOLTAGE T- STAT /GE'4 OPERATION 1,2,6,8,11,12 (FUTURE) EF -16 GREENHECK GB -130 -5 1400 1.0 1478 5079 13 0.37 BELT ODP 0.5 115/1/60 60 2ND/3RD FLR RESTROOM CONTROLLED BY AHU-2-2 1,2,3,4,5,6 AIR HANDLING UNIT SCHEDULE (SPLIT SYSTEM) UNIT NUMBER LOCATION SERVED BY CONDENSER UNIT MARK SUPPLY FAN PERFORMANCE COOLING COIL RETURN FAN PERFORMANCE MIN CF WEIGHT M EQUIPMENT (LBS) UNIT DIMENSIONS L x W x H BASIS OF DESIGN REMARKS CFM STATIC PRESSURE ELECTRICAL STARTER COOLING CAPACITY MAX. FACE V�FPM) CFM STATIC PRESSURE ELECTRICAL TSP ESP HP VOLTS PHASE TAG TOTAL. (MBH) SENSIBLE (MBH) L.A.T. F ENT. COIL DB(F) ENT. COIL WB(F) COIL CFM TSP ESP HP VOLTS PHASE AHU 2 -2 2ND FLOOR RESTROOM CU 2 -2 4000 3.56 1.5 5 460 3 BY ELEC. - 135.8 90.3 58.3 80 67 4000 550 4000 1.29 1 2 460 3 700 1764 14'- 11"x4'-6"x3'- 1" Gaylord Model MCF -4150A SEE 60 460/3/60 4 61 460/3/60 3,400 23,700 RTU 3 - MCQUAY RPS 135C 49,500 2" 65.25 75 460/3/60 46,100 1.0 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 60 AIR DISTRIBUTION SCHEDULE UNIT MARK MFR MODEL FACE SIZE CONN SIZE DESCRIPTION CD1 TITUS TMSA 24x24 PAN T -BAR LAY -IN, ALUMINUM, #44 WHITE CD2 TITUS TMSA 24x24 22x22 SURFACE MOUNTED. ALUMIMUM, #44 WHITE CD3 TITUS PAS 24x24 PLAN SURFACE MOUNTED, ALUMIMUM, #44 WHITE RG1 TITUS PAR 24x24 22x22 T -BAR LAY -IN, ALUMIMUM, #44 WHITE RG2 TITUS PAR 24x24 22x22 SURFACE MOUNTED, ALUMIMUM, #44 WHITE EG1 TITUS PAR 12x12 PLAN T -BAR LAY -IN, ALUMIMUM, #44 WHITE EG2 TITUS PAR 12x12 PLAN SURFACE MOUNTED, ALUMIMUM, #44 WHITE SR1 TITUS AERO BLADE 272RS SEE PLAN SEE PLAN SIDE WALL REGISTER, DOUBLE DEFLECTION, 3/4" SPACING - LvR RUSKIN LC6375D SEE PLAN SEE PLAN CONSULT MANUFACTURER FOR RECCOMENDED INSTALLATION COORDINATE WITH ARCHITECT FOR LOUVER PAINT COLOR ROOFTOP AIR CONDITIONING UNIT SCHEDULE UNIT MARK MFR MODEL SUPPLY FAN RETURN FAN COOLING ELECTRICAL COMPRESSOR MINIMUM OSA (CFM) 3,400 OPERATING WEIGHT LBS 23,700 REMARKS SEE NOTES CFM ESP (in. wg) BHP HP V /P /H CFM 46,100 ESP (in. wg) 1.0 BHP - HP 50 V /P /H 460/3/60 TOTAL MBH 1720 SENS MBH 1283 COND EAT TEMP. T 95 EVAP EAT 'F EVAP LAT 'F CONDENSER FAN DB 80 WB 67 DB 56.3 WB - QTY 12 FLA 60 V /P /H 460/3/60 QTY 4 FLA 61 V /P /H 460/3/60 RTU 2 -3 MCQUAY RPS 135C 49,500 2" 65.25 75 460/3/60 RTU 2 -4 MCQUAY RPS 135C 49,500 2" 65.25 75 460/3/60 46,100 1.0 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 60 460/3/60 4 61 460/3/60 3,400 23,700 RTU 3 - MCQUAY RPS 135C 49,500 2" 65.25 75 460/3/60 46,100 1.0 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 60 460/3/60 4 61 460/3/60 3,400 23,700 RTU 3 -2 MCQUAY RPS 135C 49,500 2" 65.25 75 460/3/60 46,100 1.0 - 50 460/3/60 1720 1283 95 80 67 56.3 - 12 60 460/3/60 4 61 460/3/60 3,400 23,700 SINGLE DUCT TERMINAL UNIT SCHEDULE VAV BOX TAG MFG MODEL SIZE CFM STATIC PRESSURE NC LEVELS ELECTRIC HEAT COIL UNIT OUTLET MAX MIN INLET DOWN MIN RAD DISCH CFM KW EAT LAT V /F /HZ STEPS FTS 2 -1 TITUS DEW 12 16X15 1835 800 1 0.25 0.49 28 17 800 11.0 55 98 208/1/60 3 FTS 2 -2 TITUS DEW 08 12X10 784 220 1 0.25 0.14 24 12 FTS 2 -3 TITUS DESV 10 14X13 862 314 1 0.25 0.14 27 13 FTS 2 -4 TITUS DESV 10 1 4X1 3 800 240 1 0.25 0.08 25 11 FTS 2 -5 TITUS DESV 10 14X13 800 240 1 0.25 0.08 25 11 NOTES: 1. COOLING CONDITIONS: 95'F AMBIENT 2. PROVIDE WASHINGTON STATE ENERGY CODE EFFICIENT MOTORS 3. PROVIDE INSULATED HOUSING 4. PROVIDE INTERNAL SEISMIC SPRING ISOLATION ON UNIT FANS 5. PROVIDE FACTORY MOUNTED WIRED SMOKE DETECTOR IN DISCHARGE AIR STREAM SEE SPEC SECTION 15500 6. 65% FILTER EFFICIENCY BASED ON ASHRAE STD. 52 -76 7. PROVIDE 100% O.A. ECONOMIZER 8. DOWN DISCHARGE NOTES: 1. ALL DISCONNECT AND STARTERS ARE PROVIDED BY ELECTRICAL CONTRACTOR 2. WIRING OF T -STAT BY ELECTRICAL CONTRACTOR 3. PROVIDE GRAVITY BACKDRAFT DAMPER, BIRDSCREEN, AND MIN. 12" ROOF CURB 4. PROVIDE PRESSURE PROBE 5. PROVIDE DRAIN CONNECTION NOTES: 1. PROVIDE WASHINGTON STATE ENERGY CODE EFFICIENT MOTORS. 2. PROVIDE INSULATED HOUSING 3. INTERNAL SPRING ISOLATORS. I : \99 \99272 \CAD \272M41.DWG - Dec 15, 1999 - 09:58:03 - DANA 9. PROVIDE EBTRON OUTSIDE AIR FLOW MONITORING STATION WITH CONTROLS 10. BLOW -THRU CONFIGURATION 11. PROVIDE ABB VFD FOR SUPPLY AND RETURN FANS, FACTORY MOUNT AND WIRED. 12. PROVIDE SUPPLY AND RETURN ISOLATION DAMPERS WITH ACTUATORS. 13. PROVIDE (1) OPEN PROTOCOL MASTER PANEL 14. CONDENSER UNIT TO HAVE SEALTITE CONDUIT. 15. PROVIDE DOUBLE WALL CONSTRUCTION 16. PROVIDE EXTERNAL SOUND ATTENUATION IN THE FORM OF SOUND TRAPS AND ACOUSTICAL LOUVERS TO MAINTAIN A MAXIMUM NOISE LEVEL OF 50 DECIBLES, 10 FT. FROM UNITS ON ALL SIDES. ATTENUATOR AND LOUVERS TO BE AIR /WATER TIGHT AND CONTAINED WITHIN 2" OR 4" DBL WALL. PROVIDE SUPPORT AT END OF ATTENUATOR AS REQUIRED. 6. PROVIDE WASHINGTON STATE ENERGY CODE EFFICIENT MOTORS 7. PROVIDE EXTENDED LUBE LINES 8. PROVIDE SHORT WALL HOUSING, FLUSH EXTERIOR WITH OSHA GUARD 9. PROVIDE GRAVITY BACKDRAFT DAMPER, AND DAMPER GUARD 10. HORIZONTAL MOUNTING, MOTOR BOTTOM, AIR UP 11. PROVIDE CLOSURE ANGLES 12. PROVIDE GALVANIZED WEATHERHOOD WITH BIRDSCREEN, AND GRAVITY BACKDRAFT DAMPER 4. ELECTRICAL CONTRACTOR TO PROVIDE SUPPLY AIR SMOKE DETECTORS. 5. 65% FILTER EFF. BASED ON ASHRAE STANDARD 52 -76. 6. PROVIDE 100% O.A. ECONOMIZER. 7. PROVIDE VARIABLE SPEED DRIVE FOR SUPPLY FAN & RETURN FAN MOTORS TYN 'Y CORPORATION ARCHITECTURE GROUP ALFA JECH CONSULTING ENGINEERS . in (400456 er s.a.,aell: FAX (405)436 - 1511 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI draw and mn materiol appearing herein constitute n the ori and unpub work of the used or and the some may not be duplicated, or diatom without the written content V the Sabey Co■poration• DRAWING TITLE: • EXODUS 0 IGCP BUILDING A TUKWILA, WA PROGRESS DATE: II/19/99 FILE: 1:/99/99212 /CAD1212PW CENTER PLOT: PROJECT NUMBER: 99272 DRAWN BY: WIN CHECKED BY: RN APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: M4.1 MECHANICAL SCHEDULES DEC - ly4! 9RE " -8IR FUTURE "0,17042 FUTURE FLV URE 1 "R" FUTURE U. PE Flt I 0TURE FUTURE F T9 E r T I- l_ 3'F FUTURE FUTURE FUTURE FUTURE FUTURE ' , T NOTES: 1. PROVIDE LOW NOISE LEVEL FANS. 2. PROVIDE SMOKE DETECTOR. FACTORY MOUNT IN SUPPLY DISCHAGE. 3. PROVIDE DISCONNECT SWITCH, LOCKING TYPE MOLDED CASE. 4. PROVIDE SEISMIC FLOOR STAND, 18" TALL WITH TURNING VANE ASSEMBLY. 5. PROVIDE 4" PLEATED FILTERS (60% EFFICIENT). 6. PROVIDE WATER SENSOR /CONDENSATE PROBES. 7. PROVIDE SEMI - HERMETIC COMPRESSORS. 8. PROVIDE DOWN DISCHARGE 9. PROVIDE UPFLOW DISCHARGE WITH INSULATED DISCHARGE PLENUM 10, PROV;iDE UPFLOW DISCHARGE WITH DUCT FLANGE I: \99 \99272 \CAD \272M42.DWG - Dec 15, 1999 - 09:57:39 - DANA BOLD TEXT REPRESENTS EQUIPMENT BOUGHT IN THIS CURRENT REVISION. Do ARCHITECTURE GROUP An TECH CONSULTING ENGINEERS A 6d en.. Pm, 9. /JO be Jen, Mil FAX (4004.34-11300 FAX (4004.8 -1511 Project At: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE th drawin and g t u e b material appearin herein constitute Me ori and unpublished work of the $ab Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: PLOT: EXODUS G IGCP BUILDING A TUKWILA, WA PROGRESS DATE: /I/19/AS PFO „, eENTE F1 LE: I:59/99212/CAD/272M42 PROJECT NUMBER: 99212 DRAWN BY: U.UN CHECKED BY: Rf'1 APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: M4.2 MECHANICAL SCHEDULES FT KO on' OF TUKWILA DEC 99c',' 1 COMPUTER ROOM AIR HANDLING UNIT SCHEDULE UNIT MARK LOCATION MFR MODEL SERVED BY UNIT MARK FAN COIL INFORMAT ON MOTOR OPER LBS SEE NOTES CFM QTY IN /WG SQ ROWS TOTAL SMBNS GPM T° T° WB IN /H 0 BHP HP V /P /H FLA DB W D B CAH 2 -1 2ND FLOOR COMPU -AIRE CAA -3034 CCU 2 -1 15,400 3 0.5 29.9 4/12 339.4 339.4 - 72 58.6 51.6 50.5 NONE - 10 460/3/60 89.7 2760 1, 2, 3, 4, 5, 6, 7, & 8 CAH 2 -2 2ND FLOOR COMPU -AIRE CAA -3034 CCU 2 -2 15,400 3 0.5 29.9 4/12 339.4 339.4 - 72 58.6 51.6 50.5 NONE - 10 460/3/60 89.7 2760 1, 2, 3, 4, 5, 6, 7, & 8 CAH 2 -3 2ND FLOOR COMPU -AIRE CAA -3034 CCU 2 -3 15,400 3 0.5 29.9 4/12 339.4 339.4 - 72 58.6 51.6 50.5 NONE - 10 460/3/60 89.7 2760 1, 2, 3, 4, 5, 6, 7, & 8 • CH 2 < 2ND. F21939 .,,,'ELI -A :RE C . - CCU 2 -4 15,400 3 0.5 29.9 4/12 . 339 4 339. 4 72 58.6 5, � 1 .6 '0 5 NONE NONE 1 � 4SC/3/60 9. 8" 7 2 6 � 70� i , 2, . 5 6, , 4 , , , &: 8 .. =r 2 --, _ , r-i "i- 00 RE 2A-=. -30 ..CJ 2 -5 15,400 3 0.5 29.9 4/12 339.4 339 4 - 72 58.6 51.6 50.5 NONE - ■ .80/3/50 89.7 2760 1, 2, 3, 4. 5, 6, 7, & 8 2-6 2h ,_ , COMP_ .RE CA=-3034 CC_ 2 -6 '5,400 3 0.5 29.9 4/12 33. .4 339. - 72 58.6 5`.6 .. ".5 NONE - 460/3/ 89.. 2760 1, 2, 3, 4, 5 , 6 7 , 8 8 2 -7 2ND __ _ COMP': - 'RE CA.A 3C_ CU 2 -7 15,400 3 0.5 29.9 4/12 339.4 339.4 - 72 58.6 51.6 59.5 NONE I 0 460/3/60 89.7 2'760 1, 2, 3, 4 5, 6. 7, & 8 _ 2-8 2, rl,- __ ^n'.1P_ -.-'RE CAA-3034 3 0 4 ,:U CCU 2 -8 90 1�, =,'„ 3 r v. 9 2 .9 4 2 / 1 3 4 59 •39 3 A 72 58 6 5 .8 5i . � ^a(.N NONE - 1. � _ ?"_, 8�. 7 2750 1, 2, 3, 4, 5, 6, 7, & 8 .:_ -9 2N 95 8 COMP RE -.303 00 2 -9 5,400 3 0.5 29.9 4/12 339.4 339.. - 72 58 6 _ .6 50.5 NONE - 4 6 1 .3/3/6 , ' 7 60 , 2, 3, 4, 5, 6, 7 & 8 'L00', 2: 2- 'IR _-,,4 3084 18.0,0 2 -10 15,400 3 0._, 28.9 4/12 339.4 339.4 - 72 58.6 31.6 50.5 NONE -- 460/3/60 6O 89 -7 27 2 3. 4. 5, 6, 7, & 8 2 "1_3 COMP L.-=,9 CAA-3,054 :J 2 -.1 1 5. 4 CO 3 0.5 29.9 , /12 3394 339.. - 72 58 5 .6 50.5 NONE -- 1 60/3/60 89.7 2760 1, 2. 3, 4 , 5, 6. 7, & 8 2N 0 0 1 R "03MP_- .Pt - .._3 CC. 2- 2 15 ,400 3 0.5 29.9 4/12 339.! 339.4 - 72 58 6 8 50.5 NL)NE - .,_ 4 60/3/60 3, 4 , 6, 7, & 8 2 2N. ,_. R • ivP._ 'RE CA,- 305 CCU 2 -13 15,400 0.5 29.9 4/12 339.4 339.4 - 72 58.6 _..6 50.5 NONE 10 460/3/60 89.7 276 . - _, 4, 5, 6, 7, 8 8 -i - f. v .. � _.,., .�...FI_, -ARE .,I+ri- .03 3 ` ._u 2-14 1 _,4: 0 ., G. 2�.9 4 12 339.4 3 3 9 9. 3 3 4 - 72 .;8 G _, ., 5 ri 5 109E - / r 4 50/3, o.. 8:./ 7 2 6CI 1 3, 5, 6 4, I, &. 8 2N5 ..-'G 0VP , - RE 27‘9 U 2 -- 3 15,400 3 0.5 29.9 4/ 12 339.4 3.39.4 - 72 58.6 5 .6 50.5 NONE - 8/3/6C 89 2760 2, - , 4, 5. 8, 7 & 8 :1 :4 05 ( 15,400 5 29.9 4./12 33.. 4 - 4 7, 8 - h' 55.5 NONE t60 76'- 3 4. 5 6 7 8 , Sc 10 _ri .�p� ..�,„ v - -, ^,^_ :1 -z . 3..? �� C- � ', 1 x, ` 00 � 0.. 29. G C _ 339 4 :5.. if 4 - /7 2 � r ��. ••1!O �JE., __ 3''r _.. - 5`: i _,.� ., 7. ."5. & 10 •3 Ih. . - < ,A 2 9,30,L4 C_-' __ -i8 ` ;40 3 ,) 2 4/12 339.4 .339. - 72 8 6 ., 1 .6 'NONE ;C E0/3/69 89.7 2760 3 4, `'. _, 7 8 Ft CAH 3 -1 3rd FLOOR COMPU -AIRE CAA -3034 CCU 3 -1 15,400 3 0.5 29.9 4/12 339.4 339.4 - 72 58.6 51.6 50.5 NONE - 10 460/3/60 89.7 276D 1, 2, 3, 4, 5, 6, 7, & 8 CAH 3-2 3rd FLOOR COMPU -AIRE CAA -3034 CCU 3 -2 15,400 3 0.5 25.9 4/12 339.4 339.4 - 72 58.6 51.6 50.5 NONE - 10 460/3/60 89.7 2760 1, 2, 3, 4, 5, 6, 7, & 8 7•,.Ti FOOCR 0417 _ A 79 0,012 3 -3 5.400 3 0.5 29.9 4/12 .339 -4 339.4 - 72 58 6 5'.- "(9.5 NONE - ,_ 460/3/' 897 2760 . 2, 5, 4. 5, 8, 7, 8 8 =1 )", "3,725 _m - 0,AA - __.4 CCU 3 - - 1 5.400 3 C.8 29.9 4/12 339. 339.4 - / 2 58 5" .5 30.5, ' - 1, '4 '_/c D 1. 2, 3, 4. 5. 6, 7, & 8 _ _ c _ .. R !, CAA -3034 : CU 3 -5 5,400 3 0.5 29.9 4/12 339 339 4 72 5 8 ., 5" - E NONE O 460/3/60 2760 , ,-, 3, 4, 5, 6, 3 , & 8 _ < C 9,.•1i - , R E 04.=-503 CCU 3 6 15,400 3 0.5 29.9 4/12 339 339.4 - 72 58.6 _ .6 50.5 NONE - =60/3/60 89.7 2760; , _. 3, 4, 5, 6, 7, & 8 _ - 7 = _ FLOOR CC . _RE _A4 -3034 OCT) 3 -7 5,400 3 0 _ 29.9 4/12 339. 339.4 - 72 586 3 6 50.5 NONE - 1' 460/3/60 89.7 2760 . 2. 3, . 5, 6, 7. & 8 - - 8 -- E. O . _ I: _ � C .'P:! E AA- 3834 C C 9 8 ,400 3 . 5 29.. 4, 1 2 33. 4 '?' 3 39 4 - 7 2 - 58 6 - - 8 �" 5 ON 'E - 10 460/3/60 9 8 .7 2 760. 1 2, 4, , 8 7. A . 8 -9 5 "92•19,82•P :1P , RE c . - 3 CCU 3 -9 1 _,400 0 5 29.9 4/ [2. 339.4 339.4 - /2 58.6 51.6 50.5 NONE - 10 4-60/3/60 _, 2760 2. 8, 4. 5, 6. 7, & 8 3. ^: ELOCR 8:.1D. .. E C4A -3034 CCU 3-10 1 5400 3 .. -5 29.9 4/12 339.4 339. - 7 2 5. 6 _ 6 50 NONE - 1 C 4- 5'3.7 2760 , .. 4, 5, 6, 7, & 8 ._ -, _ ._. , _2C.: _ :,VP. A!28 CAA -.308- CCU 3-11 15,400 3 0.5 29.9 4/12 33'9.4 339.4 - 72 58.6 58.6 5 .6 50.5 NONE - 460/3/60 89.7 276:. , 2, 3, 4. 5. _. 7, & 8 24)F .. 2 , _ : "22UR CMPU- ''RE CA,A -303 CCU 3-12 3 1 r , �DO 3 0.5 29.9 4/12 3. 3.39.4 3 3 9.4 - 72 58. F. 5 � .6 5 5 O `E ' - 1' '6': / 3/ 60 89 i 2760 i , 4 5 6, 3 , , 5, 7, & 8 O _ _,.C_ _OM RE AAA -3034 COL.' .3-13 400 3 .. 29.9 4/12 339 .4 339.4 72 58.6 6 1 _ J .. NONE 0 460/3 8'? - , 760 2. 3, 4, 5 , 7 & 8 _ CAR - 1 - - - _. _� .,, - n � . .lr J ,_ z :AA. -30.. �, COO 3- 1 14 1.,,400 3 . ,25 29 9 4 t / 2 z9 3�j.. 3 n .39. - 72 58 - 8 .6:51. _ _ 50.5 � i�E - C� 4 ^,0%3%6.1 0 8, 7 2760 , 2, 3. 4 5 6 . , , 7, & 8 ... -h _ -t3 .. ;. � ., -. co „ 'PE 0'A;= -3c33 ,.CU 3 -15 15,400 3 0.5 29 4 /” 339 4 359.4 - 72 58 51 8 20.5 NONE - 10 460/3/60 59.7 27CC 1, 2, 8, 4 5, '6 7, & - - _, ,'d _'N• °: PE C COO 3- 16 5,400 3 n.5 29.99 =/1 4 5 39 c. - ,2 58 6 5 .6 5 1838E - t 460/3/60 1, 2 , 3 , 4, 5, 6 7 & 8 _ _ , ,. 4-3034 CC.. .3 -- , 5, 0 3 0.5 29.9 /12 3 39.4 339.4 - 7 2 58.5 r _ .. NONE 10 469/3/60. _ _., 7 76 1 . 2. .3, 4. , 8. 7, 8 - . , . - R,[ =4 . 6 , 3-18 _ 410 _ _.5 29.9 / 2 7 3 0 4 _ 39 7 58,6 '731 . C NONE 1.9 460/8/6C 89 276 2, 3, 4, 5, 7. 7 , & 8 _ A, 34 , . . . � .. ., 5.4DC 0.5 2 9 - . , 4/12 ..i.., = 39 . - 7,' 58 _ !7 NONE - 400/3/66 G' 27�.� 8, 5, 6. 7, ,.- - 9 E C88 -3934 00u 3 -20 I5 4 00 0.5 29.9 4/12 339.4 . 339. - - 72 58 2 _ ._ ___5 N.._ - C 480/3/60 89.7 2760 i 2, 3, 4, 5, _, 7, 8. & 9 -2 _ , . C . . - 3 . , . _ CCU 3-21 i 5, 00 z 0.5 29.9 4 /1 2 339. 339.4 72 58 9 5` .6 5D.5 ;' :NE_ - - 480/3,/c,. A9 -7 2760 1 , G, s. 4. 5 , 6, 7, 8. & 9 9RE " -8IR FUTURE "0,17042 FUTURE FLV URE 1 "R" FUTURE U. PE Flt I 0TURE FUTURE F T9 E r T I- l_ 3'F FUTURE FUTURE FUTURE FUTURE FUTURE ' , T NOTES: 1. PROVIDE LOW NOISE LEVEL FANS. 2. PROVIDE SMOKE DETECTOR. FACTORY MOUNT IN SUPPLY DISCHAGE. 3. PROVIDE DISCONNECT SWITCH, LOCKING TYPE MOLDED CASE. 4. PROVIDE SEISMIC FLOOR STAND, 18" TALL WITH TURNING VANE ASSEMBLY. 5. PROVIDE 4" PLEATED FILTERS (60% EFFICIENT). 6. PROVIDE WATER SENSOR /CONDENSATE PROBES. 7. PROVIDE SEMI - HERMETIC COMPRESSORS. 8. PROVIDE DOWN DISCHARGE 9. PROVIDE UPFLOW DISCHARGE WITH INSULATED DISCHARGE PLENUM 10, PROV;iDE UPFLOW DISCHARGE WITH DUCT FLANGE I: \99 \99272 \CAD \272M42.DWG - Dec 15, 1999 - 09:57:39 - DANA BOLD TEXT REPRESENTS EQUIPMENT BOUGHT IN THIS CURRENT REVISION. Do ARCHITECTURE GROUP An TECH CONSULTING ENGINEERS A 6d en.. Pm, 9. /JO be Jen, Mil FAX (4004.34-11300 FAX (4004.8 -1511 Project At: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE th drawin and g t u e b material appearin herein constitute Me ori and unpublished work of the $ab Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: PLOT: EXODUS G IGCP BUILDING A TUKWILA, WA PROGRESS DATE: /I/19/AS PFO „, eENTE F1 LE: I:59/99212/CAD/272M42 PROJECT NUMBER: 99212 DRAWN BY: U.UN CHECKED BY: Rf'1 APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: M4.2 MECHANICAL SCHEDULES FT KO on' OF TUKWILA DEC 99c',' 1 CONDENSING UNIT SCHEDULE MARK AREA SERVING MEG MODEL MATCHING INDOOR CAH UNIT NO. CAPACITY COMPRESSOR CONDENSER FANS ELECTRICAL IPLV OUTDOOR UNIT WEIGHT SEE NOTES TOT. MBH SENS MBH QTY FLA LRA VOLT /PH QTY HP CFM FLA VOLTS PHASE MCA EER CCU 2 -1 2ND FLOOR COMPU -AIRE ACC -37 CAH 2 -1 340 340 - - - - 4 0.5 19,500 - 460 3 8.5 - - 740 LBS 1, 2, & 3 CCU 2 -2 2ND FLOOR COMPU -AIRE ACC -37 CAH 2 -2 340 340 - - - - 4 0.5 19,500 - 460 3 8.5 - - 740 LBS 1, 2, & 3 CCU 2 -3 2ND FLOOR COMPU -AIRE ACC -37 CAH 2 -3 340 340 - - - - 4 0.5 19,500 - 460 3 8.5 - - 740 LBS 1, 2, & 3 - _ . J - 2ND r _ ,, CGuI' -4 ACC C - - 37 _AH 2 -4 340 340 - - - - 4 0. 19,500 - 460 3 _ 5 740 LBS 1. 2, & , . . 2 -.= ''1D 7:C: ,._:q?'. ..RE ACC -37 C -H. 2 -5 340 340 -- - - -- 4 0.5 19,5C0 -- 460 8.5 - - 740 =BS 1, 2, & 3 CCU _?- .. 2ND FLCOR ..0 . -?IRE .CC -37 CAH 2-- -6 340 340 - - - - 4 0.5 9.500 - 460 ? 8.5 -- - 7 _B' I , 2, & 3 CC I_ _ -7 2nD FL C.:).=, COMPU-,..RE ACC -37 CAH 2 -7 340 340 - - - - 4 0.5 19.500 460 3 5._ - 740 LBS 1, 2, & 3 -5 - ,D _' 00 L, �RE CC-37 CAH _ -8 340 340 - - - - 4 0.5 1 - 460 3 _ _ - - 74 0 LBS 1 . 2, & 3 -- _ ._ _ 2ND _.. C6...1 .E C-37 CAH 2-9 340 340 - - - - 4 3. 9,500 - 460 8,5 - - 740 _BS 1, 2, & 3 2 2N3 -, OGI. L, A AC. 37 A. 2-10 340 340 - - - -- 4 0.5 '3,5OC - 460 .3 8.5 - - 740 _BS 1, 2, & 3 2 - " 2ND .._R CO _ -AiRE OC -.37 AR 2-11 340 340 - - - - 4 0.5 19,500 - 460 _... - 740 _BS 1, 2, & 3 C ,'j 2 - _ 2NJ _'3OR CO J -A!RE ACC -37 CAH 2-12 340 340 - - - - 4 0. 1 9.500 - 450 3 0.5 - - 74C BS 1, 2, & 3 (_ -, .1 - c NE) _ .;. _v ;Kr = CC, -37 CAH 2 -13 340 340 4 0-5 1 9.: ,C 466, _BS 2, &. -- 4 2ND .. -. c r A _- IRt' A':, -37 CAF, 2- 14 340 340 0 5 9.50" • 461: S P = - 74 _BS 1, 2, & 3 , ✓ H.::' 3Q1-l33 AC 37 _AH 2-15 340 340 - - - 3.5 19,500 - 460 3 4 - - 740 L35 1 2. & 3 2 - 16 :'ND ..,. ,. H _ _.- ACC -3 AH 2 -16 340 340 - - - - ...3 19, 37,0 - 400 ? 8.5 - - 7 '._9 1. 2, & a _ -- 7 2ND ,__ :C„° `IRE ACC - -37 CAH 2 -17 340 34 :1. 9,33. - 46; 3 8_3 - - 740 _BS . _. & ., ., _ - _ . 1d5 _ _ ,_ _ _. .. .. CC _ . CAH 2- 1 8 , 340 340 - A 0. - . . : . - - - 4C,.^, S. 74C _ E _ . _. & 3 CCU 3 -1 3RD FLOOR COMPU -AIRE ACC -37 CAH 3 -1 340 340 - - - - 4 0.5 19,500 - 460 3 83 - - 740 LBS 1, 2, & 3 CCU 3 -2 3RD FLOOR COMPU -AIRE ACC -37 CAH 3 -2 340 340 - - - - 4 0.5 19,500 - 460 3 8.5 - - 740 LBS 1, 2, Sc 3 --._ : -3 3RD r_ :3R CO, CO-37 CAH 3 -.3 340 340 - - - - 4 0 -5 1 9.5C0 - 460 3 8.5 - 740 LDS 1 , 2. & .3 .,, .. _ 4 - . tii t L.� � _ -^ - _ -lip - = ' .;H 3-4 34:; 3-'. •.`�. _ _- _ _ 4 - ,�.� -..„,,5,,,;,., _ 4 ^;' .� - . � _ -_ 74 _ & -.. 3`.D R CC'`. ,IRF ..._-3 C4H 3 - 740 3A0 - 4 0.5 •;._00 - 45C, z 8 -5 - - 74C --- , 2, & 3 -.. RD L )C CI, o , . L ,,;:,c_ .,7 CAH _ -F 3400 34C - - - - 135 t: 3.5 460 _ 2 _ - - 7,3 s , 2. 3_ 3 _C , . - ; 3RE FLai, _ 0 , . AIRE CC -37 3 H 3 - - 9 340 340 - - - - 4 0_5 , 9.500 460 3 8.5 - - 740 LBS, 2. & 3 _ -3 ..Rip _.,R ._ Oit"R J ,;.IRE ' A.1.,C -37 CAN 3 -- ", 340 340 - _ - 4 0.5 19,5DCA 460 3 S. - - 7-0 _.�-,. t 2 & 7,3r.. r .CR 14,IPL IRE / 3 CAH 3-5 340 343 - _. - - ' -. -1 .5 CC - 53 3.5 - 7 40 Q`.. , 2. & 3RD (3- 3,,. 5 ., -37 CAH 3 -6 340 340 - - - - 4 0.5 ,50n 460 3 F= - 740 B.3 2, & C 3 ,. -. . „ _ . .. 33 ACC-37 C,AH 3- , 34 340 - - - 4 0.5 : 20 C. ° - 740 B3, 2. & . _ .., _.- 3R D � t _ �._ - ��, _� , IH� Ate.. �/ �a n _ 340 _ , - - - � �._ - _ _. 460 8.5 7 � • .. 3R3 I.1 .,;RE . 37 CAH 3 - 13 340 343 460 3 . - 4 _33 I. 2, 3, 3 3_14 ___ ' ` _ _.. _ AIRE 3C -37 CAH 3-14 340 3 - - -- - n . 3 . 5 - 3 8.5 - 74; . DS , & z 3 3r3 ,..,. . IPE _C-37 C4. 3 -13 3 340 4 60 - 3 - - 743 LBS , 2, & 3 3- 3R_. _'!F' C,C)M . -APE _._ -37 CAH. 3 -- 6 340 340 - -- - -- 4 0.5 533 - 46;: 3 3.3 - - 7f _3S 1, 2. & 3 �1 �- "7 3RD rev; C ,. HIRE 3C -37 CAH 3 -.7 340 340 - - - 3.5 ,533 - 4 60 3 8.3 - - 740 _33 1, 2, & 3 3PC .fl.. _ ';?+'u+ SIR,= ACC -37 CAH 3 -18 3 „ 340 - - - 0.5 3.E C. 400 3 3. - 7 _BS 1, 2, & ._ : , 3RD I L_,R C•D3P_ EIRE C_ -37 C. . .- 340 340 - - - - 4 C'5 _J 3 — 433 8.5 - - 740 BS 1 , ,_, 3 3 __ ',R :!R ARE CAH 3- 343 34: - - - - 4 0.5 1 _,_O - 463 3 S _5 . - - 74 BS , � _- 3 CU 2 -2 OFFICE R MCQUAY ALP012D AHU 2 -2 128 96 2 9 70 460/3 2 0.5 10,150 2,1 460 3 25 8.9 8.3 625 LBS 1, 2, & 3 • r RE I: \99 \99272 \CAD \272M - Dec 15, 1999 - 09:57:06 - DANA BOLD TEXT REPRESENTS EQUIPMENT BOUGHT IN THIS CURRENT REVISION. NOTES: 1. COOLING: 95 F OSA DESIGN 2. ALL DISCONNECT AND STARTERS ARE PROVIDED BY THE ELECTRICAL CONTRACTOR. 3. THE ABOVE DATA SHALL NOT BE USED FOR ELECTRICAL,STRUCTURAL OR ARCHITECTURAL COORDINATION. USE APPROVED MANUFACTURER'S SUBMITTAL DATA ONLY. ARCHITECTURE GROUP- CONSULTING ENGINEERS 17 Cal Noe PAW, WM Sm." Gan Phone (406)436-4300 FAX (400431-151 I Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE All drawings and written moterial appearing herein constitute the originol and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sobey Corporation. DRAWING TITLE CITY O KWILA PROGRESS DATE II/19H9 DEC f / 1 FILE I:, e/TTP77/GADR77M43 PLOT. PROJECT NUMBER: 99272 DRAWN BY: JUN CHECKED BY: RI'1 APPROVED 8Y: DRAWING NUMBER: PLOT DATE/ TIME: AIfA TECH • EXODUS IGCP BUILDING A TUKWILA, WA V4.3 MECHANICAL SCHEDULES HANGER STRAP SECURE TO STRUCTURE AS REQ'D LOCATE WITHIN 2 FT. OF DIFFUSER CENTERLINE.— FLEX DUCT, SEE PLAN FOR SIZE PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSER PROVIDE 2 ANGLE CLIPS ON OPPOSITE SIDES OF DIFFUSER SCREW TO T— BAR SUSPENDED CEILING CD CEILING DIFFUSER CONNECTION Scale: NONE 3" MIN. ALL AROUND (FOR COMBUSTIBLE DUCT) 12" MAX. ALL AROUND (FOR COMBUSTIBLE DUCT) NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. 4 DUCT THRU ROOF Scale: NONE I: \99 \99272 \CAD \272M61.DWG — Dec 15, 1999 — 09:56:26 — DANA 1.5x DIAMETER I_ } SEALANT (TYP) STORM COLLAR 24 GA.GALV. FLASHING SOLDER ALL JOINTS. FLARED AT TOP FOR SEALANT FOAM GASKET CAD PLATED LAG SCREWS 2 /SIDE MIN_ 8" HIGH LEVEL CURB (WOOD MUST BE PRESSURE TREATED) CANT ROOFING & INSULATION ROOF DECK FRAMED OPENING DUCT STRAP AS REQ'D SHARP RADIUS NOT ACCETABLE DUCT LAY —IN T —BAR CEILING DIFFUSER DIFFUSER CAN SUPPORT ANGLES FACE OF GRILLE OR DIFFUSER SECURE DUCT TO FLANGE WITH DRAWBAND AND SHEETMETAL SCREWS PROVIDE SUPPORT & BRACING AS PER LATEST SMACNA SEISMIC BRACING CRITERIA DUCT TRANSITION AIR FLOW ROUND DUCT 4' —O" MIN. OF LINED DUCT REHEAT COIL DAMPER ACTUATOR SHEET ROCK CEILING SECURE GRILLE /DIFFUSER WITH SM SCREWS THROUGH NECK OF GRILLE OR DIFFUSER_ PAINT INSIDE OF DIFFUSER CAN WITH BLACK PAINT NOTE: PROVIDE SEISMIC BRACING AT ALL VAV BOXES_ SEE SPECIFICATIONS.FOR SEISMIC DESIGN CRITERIA. / CEILING FRAMING VAV BOX PROVIDE 40 STRAIGHT DUCT AT INLET X HIGH PRESSURE FLEX DUCT. 3 FEET MAXIMUM. FOAM GASKET ON TOP OF CURB 2x6 LEVEL CURB (BY OTHERS) ROOFING (BY OTHERS) FOAM GASKET ON TOP OF CURB WOOD NAILER FACTORY CURB (LEVEL) ROOFING SQUARE TO ROUND TRANSITION EXHAUST DUCT OPENING w /1/4x1/4 GALV. MESH BIRDSCREE 1'2 "MIN 0414( BACKDRAFT DAMPER \_________----- EXHAUST FAN r ATTACH TO CURB 2 SCREWS /SIDE I 7 FASTEN TO STRUCTURE ROOF DECK DUCT TO BE SAME AS DAMPER SIZE EXHAUST DUCT NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. 1 2 SHEET ROCK CEILING DIFFUSER MOUNTING ROOF MOUNTED EXHAUST FAN DETAIL Scale: NONE _ Scale: NONE NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. SEALANT (TYP) STORM COLLAR 24 GA.GALV. FLASHING SOLDER ALL JOINTS. FLARED AT TOP FOR SEALANT FOAM GASKET CAD PLATED LAG SCREWS 2 /SIDE MIN. HEM CANT (BY OTHERS) 5 VAV TERMINAL BOX SUPPORT 6 EXHAUST DUCT OUTLET THRU ROOF Scale: NONE Scale: NONE ® LAT 4I CORPORATION ARCHITECTURE -GROUP CONSULTING ENGINEERS WWI 6.re ial, v. lw Ss., Went Phone 000436 -630o MX 006436 -1511 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE All drawin and writ materia oppe herein constiute the ori and unpublish ed work l of t he Sabey Corpora and the same may not be dupfcated, used or disclosed without the written concept of the Sabey Corporation. DRAWING TITLE: DEC f i LcS PROGRESS DATE: 9-13 -99 RE qMIT N — FILE: l:, 9S9272/CADR72M61 PLOT: PROJECT NUMBER: 99272 DRAWN BY: SUN CHECKED BY: RN APPROVED BE ALFA JECH EXODUS SIGOP BUILDING A TUKWILA, WA MECHANICAL DETAILS , LR 1 90 OR 45 ELBOW 90 TAKE —OFF 13 MAX SIZE TRANSITION 45 TAKE —OFF 90 CONICAL TAKE —OFF O K) DUCT DOWN NOTES: 1. SINGLE —LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS RATED WALL OPENING STATE FIRE MARSHALL U.L. APPROVED FIRE DAMPER. ACCESS DOOR (ACTUATOR SIDE) SHT. MTL. SLEEVE ANGLE FRAME BOLTED TO ALL FOUR SIDES OF SLEEVE. NOTES: 1. THIS DETAIL IS GENERIC. FOLLOW FIRE /SMOKE DAMPER MANUFACTURERS RECCOMENDATIONS FOR INSTALLATION OF DAMPER. 2. USE "UNITED DUCT SEALER" OR EQUAL WHERE DUCTS CONNECT TO SLEEVE. IF ROUND DUCT, PROVIDE WELDED ROUND DUCT COLLAR ON BOTH SIDES. 3. SIMILAR TO HIGH VELOCITY FIRE DAMPER. 4. INSTALL DUCT SMOKE DETECTOR FOR FIRE /SMOKE DAMPER ACTIVATION MUST BE LOCATED WITHIN 4 FEET OF THE UPSTREAM SIDE OF THE FIRE /SMOKE DAMPER. 5. CONTRACTOR TO PROVIDE INSTALLATION /OPERATION MANUAL FOR FIRE /SMOKE DAMPER. THE MANUAL TO BE LOCATED ON SITE, AND TO BE READILY AVAILABLE UPON REQUEST BY THE CITY OF MOUNTAIN VIEW INSPECTOR. E 0 SA /RA DUCT SFD Scale: NONE 3 0 , ROUND DUCT DETAILS Scae: NONE I: \99 \99272 \CAD \2 — Dec 15, 1999 -- 09:56:02 — DANA I ACTUATOR 90 MITER ELBOW SIZE TRANSITION DUCT DOWN NOTES: 1. THIS DETAIL IS GENERIC. FOLLOW FIRE /SMOKE DAMPER MANUFACTURERS RECCOMENDATIONS FOR INSTALLATION OF DAMPER. 2. USE "UNITED DUCT SEALER" OR EQUAL WHERE DUCTS CONNECT TO SLEEVE. 3. IF ROUND DUCT, PROVIDE WELDED ROUND DUCT COLLAR ON BOTH SIDES. SIMILAR TO HIGH VELOCITY FIRE DAMPER. 4. UNDUCTED FIRE /SMOKE DAMPER OPENINGS SHALL HAVE LISTED SMOKE DETECTORS INSTALLED UP TO 12" IN FRONT OF, OR BEHIND THE OPENING. DETECTORS SHALL BE CENTERED IN THE OPENING! IN ' ACCORDANCE WITH NFPA 72. CD RA /TRANSFER AIR SFD Scale: NONE RADIUS TAKE- 90 OR 45 RADIUS ELBOW ANGLE TAKE- 2 FF FF 1(SD) 90 SPLITTER TAKE —OFF J (SD) RADIUS SPLITTER TAKE —OFF NOTES: 1. SINGLE —LINE ILLUSTRATIONS ARE SYMBOLS USED ON DRAWINGS 2. SIZE A &B DIMENSIONS IN PROPORTION TO AIR QUANTITIES IN EACH LEG SPLIT 0 RECTANGULAR DUCT DETAILS Scale: NONE WO ()Lig( ROOF EDGE OF CONCRETE ROOF CURB GASKETED WEATHERSTRIP CONCRETE EQUIPMENT PAD 2 DEEP CLIP SEAL WITH MASTIC w (n ce ce 22 GAUGE TOP COVER APPLY MASTIC BEFORE SHEET METAL SCREWS APPLY MASTIC BEFORE SLIDING CLIP ONTO DUCT & FLASHING. CUT HOLE THRU ROOF REFRIGERANT PIPING WITH INSULATION 2 1 4 1/1/2: D 1 MAX. D D U 12" MAX D A/C UNIT SEALANT STEEL ANGLE (GALV.)SHEET METAL SCREWS MASTIC IN HOLES & © FLASHING PENETRATION r— ANCHOR BOLT. WOOD NAILER FLASHING (GALV.)SHEET METAL SCREWS MASTIC IN HOLES & CO FLASHING PENETRATION REGLET U D U NOTE: SEE ARCH. AND STRUCT. DWGS FOR ROOF PENETRATION, FLASHING & ROOFING DETAILS. E ACU EQUIPMENT ROOF MOUNTING Scale: NONE A, NOTE: 1. PAINT ALL EXPOSED SHEET METAL PARTS WITH WEATHER RESISITANT PAINT. PACK BOX WITH FIBERGLASS CAULK AND SEAL SPACE AROUND PIPE 26 GA. FLASHING HOT MOP INTO ROOF 4 "MIN. HOT GAS WITH INSULATION ROOF JACK FOR PIPES THRU ROOF P PIPES PENETRATION THRU ROOF DETAIL Scale: 1 r -0" ARCHITECTURE GROUP ALIA IECN CONSULTING ENGINEERS ■■••■■•• A t✓so..b .No Ss Awt 4fAtt none 0011$50 - 6300 FAX FAX (soe)456 -1311 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE All drawin and written material appe herein onstitute and the same the ori and unpubkshed work of the Sabe r c disclo o s e d may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: PLOT: PROJECT NUMBER: 99212 DRAWN BY: ILUN CHECKED BY: RM APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: • EXODUS IGCP BUILDING A TUKWILA, WA M6.2 MECNANICAL DETAILS SI NOFPL E R,,A !1Fr t 1S:; „! PROGRESS DATE: 9 -13 -99 FILE: I_/99/992T2/CAD/212M62 h'NAMIT CENTER PIPE SIZE (IN) MAX SUPPORT SPAN (FT) MIN. ROD SIZE (IN) UP TO 1" 7 3/8 1 -1/2 9 3/8 2 TO 2 -1/2" 10 3/8 3" 12 1/2 3 -1/2" 13 1/2 4 14 5/8 5 16 5/8 6 17 3/4 8 19 7/8 10 22 7/8 12 23 7/8 MECH EQUIP LEG OR SUPPORT 1/2 "x6 "LAG BOLT 0 ALL MFGR PROVIDED HOLD DN POINTS & AS NECESSARY TO ACHIEVE SEISMIC HOLD DOWN,MASTIC IN HOLE & © FLASHING PENETRATION 24 GA.GALV. FLASHING * LEVEL RDWD SLEEPER CANT ROOFING CD ROOF EQUIPMENT SUPPORT Scale: NONE CONDENSER FRAME CONCRETE SLAB 2 CONDENSER MOUNT TO CONCRETE SLAB Scale: NONE 24 GA GALV SM SLEEPER FLASHING "PIPE SHIELD" PIPE SUPPORT & CLAMP CANT * ROOFING — ROOF DECK * BOLT TO STRUCTURE * BEAM OR PERLIN * BY GENERAL CONTRACTOR NOTE: 1. PROVIDE CRICKET ON UP SLOPE SIDE WHEN SLEEPERS ARE PERPENDICULAR TO ROOF SLOPE. Scale: 1"=1 INSTALL 1/2"o ANCHOR BOLT WITH 3 1/2" EMBED (TYP.) 6x8 PRESS. TREATED RDWD SLEEPER MOUNTED ON TOP OF PURLIN. 1 -5/8" UNISTR.UT L ` (iris 4 x: ATTACH TO STRUCTURE WITH SUPERSTRUT ACCESSORIES AS REQUIRED (TYP) HANGER ROD MIN 1/2" DIA. LOCATION OF CLASS "D -1" SPRING ISOLATOR (TYP) ROOF PIPE SUPPORT 6 "x6 "x16 GAGE STEEL STEEL PLATE 1/2 "x 4" LAG BOLT, PROVIDE NEOPRENE —STEEL WASHERS BETWEEN CAP & UNISTRUCT ROOF SUPPORT DETAIL L Scale: 1 " -1 -0 5/8" CAP SCREW WITH LOCKWASHER AND DOUBLE NUT SUPERSTRUT PIPE CLAMP lgr # ifir THERMAL HANGER SHIELD OR ISOLATOR WHERE REQUIRED SUPER —STRUT CHANNEL SESMIC RESTRAINTS PER SMACNA GUIDELINES TRAPEZE PIPE HANGER PIPE HANGER DETAIL SUPERSTRUT C -711 ATTACH TO STRUCTURE WITH SUPERSTRUT ACCESSORIES AS REQUIRED SPRING ISOLATORS (WHERE CALLED FOR) LOCK & LOCKNUT (TYP) ALL THREADED ROD (SEE SCHEDULE) PIPE HANGER 120,26 GA.SHT. METAL SADDLE CLEVIS PIPE HANGER SUPERSTRUT C -710 5 PIPE HANGER DETAIL Scale: 1' =1' -0" 6 /1+0 44 ( PLOT: ARCHITECTURE GROU• An TECH CONSULTING ENGINEERS mere.. 54. PA Se 0f01Q Phone (4011)496-0500 ) FAX (408)38 -54= 1515I1 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12116/99 REVISIONS ISSUE DATE NI drawings and written material °peon g herein constitute the original aM unpublished work of the Sabe Corpo and the same may not be dupfcated. used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: DRAWING NUMBER: • EXODUS 0 !GOP BUILDING A TUKWILA, WA PROJECT NUMBER: 99272 DRAWN BY: WIN CHECKED BY: RM APPROVED BY: M6,3 MECHANICAL DETAILS RECEIVD CITY OF TUK PROGRESS DATE: 11/19/99 fIFC 17 9 FILE: I: /3 9/99212 /CAD/2 72MW 3 PE, mii LEN OUTSIDE AIR EXHAUST AIR RTU —01 RTU -02 RTU -03 RTU -04 RETURN FAN FILTERS RTU -05 RTU -06 RETURN AIR 120VAC ELECTRIC REHEAT COIL (AS REQ'D, SEE SCHEDULE) I: \99 \99272 \CAD \272M7I.DWG – Dec 15, 1999 – 09:52:06 – DANA (E) (E) SUPPLY REFRIGERENT FAN COOLING COIL SHEET NOTES: 1 SMOKE DETECTOR INTERLOCK WIRING BY DIVISION 16000. 2 SMOKE /FIRE MODE CONTACT BY FIRE /LIFE SAFETY SYSTEM. WIRED BY DIVISION 16000 TO OVERRIDE BAS CONTROL. IF FIRE /LIFE SAFETY SYSTEM SENSES AN F.S.D. CLOSURE VIA THE F.S.D END SWITCHES, THE F.I.S SYSTEM WILL COMMAND OFF THE ASSOCIATED ACU. 3 FIRE /SMOKE DAMPER MONITORED AND CONTROLLED BY FIRE /LIFE SAFETY SYSTEM. DIVISION 16000 PROVIDES POWER AND FLS WIRING. 4 NETWORK WIRING BETWEEN ACU BY CONTROLS CONTRACTOR. 5 ACU IS CONTROLLED BY UNIT SUPPLY CONTROL SYSTEM. ED TYPICAL ACU FIRE /SMOKE CONTROL DIAGRAM Scale: NONE NOTE: VAV CONTROLLER, TEMPERATURE SENSOR ARE FURNISHED BY CONTROLS CONTRACTOR CONTROLLER AND REHEAT COIL TO BE INSTALLED BY TERMINAL UNIT MFG. -00 • 24V 120VAC SUPPLY AIR - 1 CONTROLS NETWORK (F.S.D) IRE /SMOKE • DAMPER p NC F.S.D. END SWITCHE— IE /sI 120VAC 0 CL. 0 Ct U, rn MS 0 VOLTS/PHASE/HZ. SEE EQUIPMENT SCHEDULE ON DWG. M4.1 NOTE: 0 USE AUX CONTRACT IN EMERGENCY GENERATOR CONTROL PANEL FOR FAN START /STOP 02 COMBUSTION /HEAT EXHAUST FAN OPERATION IS INTERCONNECTED WITH OPERATION OF EMERGENCY GENERATOR. (4)EXHAUST FANS ARE LOCATED ON WALL IN NEW ANNEX BUILDING (SEE M3.1) TERMINAL UNIT CONTROL DIAGRAM 2 PRESSURE INDEPENDANT 4 FAN CONTROL DIAGRAM Scale: NODE Scale: NONE COMBUSTION AIR EXH. RETURN AIR SUPPLY AIR U 0 D'q Oitq( NOTES: 0 ALL CONTROLS AND INTERLOCKS ARE PROVIDED BY AHU MFG. 0 SMOKE DETECTOR INTERLOCK WIRING WITH FAN MOTOR. 120VAC 2 COMPUTER ROOM AHU CONTROL DIAGRAM Scole NONE VOLTS/PHASE/HZ. SCHEDULE ON DWG. M4.1 NOTE: 0 USE AUX CONTRACT IN AC UNIT CONTROL PANEL FOR FAN START /STOP. TOILET ROOM EXH. 0 FAN CONTROL DIAGRAM Scale: NONE ARCHITECTURE GROUP ALFA TEN CONSULTING ENGINEERS A [dyer Sk Pe t. A�4lla mow. (soe}W -G FAX (408)436 5 11 Project #: 99272 CONSULTANTS REV 0 ISSUED FOR PEWIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be dcd sed or disclosed without the wri concept If upli t Sabey Corporation. EXODUS 0 GOP BUILDING A TUKWILA, WA DRAWING TITLE: MECHANICAL CONTROL DIAGRAM PLOT: PROJECT NUMBER: 99272 DRAWN BY: (UN CHECKED BY: RM APPROVED BY:. RECEIVED CRV nc 'UKWItq PROGRESS DATE: II/I9/99 FILE: fr/99/99212/CAGM212t171 T C PERMIT CENTER • DRAWING NUMBER: •PLOT DATE/ TIME: V17.1 7 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE (INCHES) VENT (INCHES) TRAP INCHES MIN. SUPPLY ION (INCHES) CONNECT - HW REMARKS CV! WC -1 WATER CLOSET 4 2 INTEGRAL 1 1/4 - AUERIGW STANDARD 2257.103 AFWALL AQUAMETER VITREOUS CHINA TOILET, ELONGATED, WALL MOUNTED, 1 -6GA1 FLUSH; BEMIS 1955 -SSC SOUD PLASTIC WITH OPEN FRONT LESS COVER, SELF - SUSTAINING; ZURN Z -1204 SERIES CARRIER SYSTEM; ZURN ZR- 6000XL -WS1 INFRA -RED FLUSH VALVE AND P- 6000 -TPO TRAP PRIMER ASSEMBLY M FF 11 -1/2' CENTERLINE OF SUPPLY TO TOP OF BOWL WC -2 ' WATER CLOSET (HANDICAPPED) • 4 2 INTEGRAL 11/4 _ AMERICAN STANDARD 2257.103 AFWALL AQUAMETER VITREOUS CHINA TOILET, ELONGATED, WALL MOUNTED, 1.6GAL FLUSH; BEMS 1955 -SSC SOUD PLASTIC WITH OPEN FRONT LESS COVER, SELF-SUSTAINING; ZURN Z -1204 SERIES CARRIER SYSTEM; ZURN ZR- 6000XL -WS1 INFF -RED FLUSH VALVE AND P- 6000 -TPO TRAP PRIMER ASSEMBLY WITH 11 -1/2" CENTERLINE OF SUPPLY TO TOP OF BOWLMOUNT AT HEIGHT REQUIRED FOR HANDICAPPED USE FLUSH VALVE TO SHOW FLUSH LEVER TO BE ON WIDE SIDE UR -1 URINAL 2 2 INTEGRAL 3/4 - AMERICAN STANDARD 6541.132 ALLBROOK VITREOUS CHINA WATER SAVER (1.OGAL. FLUSH) SIPHON JET URINAL; ZURN -Z -1222 CARRIER; ZURN ZR- 6003XL -WS1 INFRA -RED FLUSH VALVE UR -2 • URINAL (HANDICAPPED) 2 2 INTEGRAL 3/4 - SAME AS UR -1 EXCEPT MOUNTED AT HEIGHT REQUIRED FOR HANDICAPPED USE. L -1 LAVATORY 2 2 1 1/4 X 1 12 / 1 2 / 1 2 / AMERICAN STANDARD 0470.013 OVALYN UNDERCOUNTER LAVATORY, OSSEOUS CHINA, MOUNTING KIT AND FRONT OVERFLOW, FAUCET: DELTA MODEL 3549 WFHGPMHOF WRIST BLADE WITH METAL GRID STRAINER AND CHROME FINISH; INSULATE WASTE, HOT AND COLD WATER PIPING UNDER COUNTER WIN McGUIRE MODEL PW2000. S5-1 MOP SINK 3 2 3 1/2 1/2 AMERICAN STANDARD 7740.020 FLORWELL CORNER SERVICE SINK. 7745.011 REMOVABLE VINYL- COATED RIM GUARD AND 7721.038 WITH STRAINER AND SOCKET FOR 3" OUTLET; CHICAGO FAUCET 040 -LD- 8975 -WXF WALL MOUNTED, 369 HANGLES, 4 FT. VINYL HOSE, VACUUM BREAKER SPOUT. CHROME PLATED FINISH. HB -1 HOSE BIBB _ _ _ 1/2 - CHICAGO NO. 293 POLISHED CHROME PLATED SILL FAUCET, i /2' FLANGED INLET FEMALE, WITH 3/4" HOSE THREAD ON OUTLET WITH LOCKSHIELD CAP, NO. 293 -6 REMOVABLE TEE HANDLE AND WON NO. E27 SPOUT OUTLET VACUUM BREAKER. FCO FLOOR CLEANOUT - - - _ - FOR VINYL TILE, ZN- 1400 -1X -KC SQUARE; FOR CONCRETE FINISH, Z- 1400 -KC; FOR CARPET FLOOR FINISH, Z- 1400 -CM. NCO. WALL CLEANOUT _ , .. _ _. ZURN Z -1468 ROUND STAINLESS STEEL WALL ACCESS COVER COMPLETE WITH SECURING SCREW AND BRONZE RAISED HEX HEAD PLUG. WATER HAMMER. ARRESTOR I, ,, - ZURN Z -1700 STAINLESS STEEL CONSTRUCTION. AP -1 ACCESS PANEL _ _ _ - - KARP 18"x18' SQ, PRIMER COATED STEEL DSC -214MP WITH CONCEALED CONTINUOUS PIANO HINGE.'. SCREW DRIVER OPERATED WITH STAINLESS STEEL ,CAM. PAINT TO MATCH WALL FINISH_ 1 FD -1 FLOOR DRAIN 2 2 2 1 /2 - ZURN, ZN - TYPE "5 POLISH NICKEL BRONZE RAI DURA- COATED CAST '.IRON BODY WIT BOTTOM OUTLET; COMBINATION INVERTIB ST LE ME CLAMP. ADJUSTABLE COLLAR AND 1/2 " TRAP PRIMER CONNECTION. EWC -1. ELECTRIC WATER COOLER 2 2 - 1 / 2 _ ELKAY MODEL, ERHP2 -8. TWO BUBBLER. NO. 4 SATIN FINISH STAINLESS STEEL 1/5 HP, 115 VOLTS. SINGLE PHASE CP -1 TO CP -5 CONDENSATE PUMP _ - - _ - LITTLE GIANTS MODEL NO. VCL- 45ULS, 115V, 1 /SHP, 330 GPH AT 22 FT. HEAD PROVIDE CHECK VALVE ON THE DISCHARGE UNE AND DRAIN. PAN. PLUMBING LEGEND SYMBOL ABBREV. 'DESCRIPTION PLUMBING ABBREVIATIONS. GENERAL NOTES. S,W SOIL WASTE, (ABOVE GRADE OR FLOOR) -- S,W SOIL WASTE (BELOW GRADE OR FLOOR) - SD - SD STORM DRAIN - - - ON DOMESTIC COLD WATER - OFD OFD OVERFLOW DRAIN - PD - PD PRESSURIZED DRAIN UNE - F - F FIRE UNE - D D DRAIN -A DN PIPE DOWN __,_- PIPE RISE OR DROP -I- PIPE CONNECTION FROM TOP —4__ PIPE CONNECTION FROM BOTTOM _ PIPE CONNECTION FROM SIDE _.__- DIRECTION OF FLUID FLOW -.1,-- UNION -II WCO WALL CLEANOUT .- I l- DCV DETECTOR CHECK VALVE P..- FCO /GCO FLOOR CLEANOUT /GRADE CLEANOUT FIRE DEPARTMENT VALVE -I I- BUTTERFLY VALVE ' ANGLE VALVE —A-- OS &Y VALVE - DG - G .GATE VALVE -151- GAS COCK -DIM- BALL VALVE PRESSURE GAUGE FLOW SWITCH - NG - NO NATURAL GAS - LOW PRESSURE T SLOPE DOWN POINT OF CONNECTION ABBREV ABBREVIATION AFG ABOVE FINISH GROUND AFF ABOVE FINISH FLOOR AP ACCESS PANEL BOP BOTTOM OF PIPE CFF CAP FOR FUTURE CONN. CONNECTION DN DOWN (E) EXISTING (F) FUTURE FDC FIRE DEPARTMENT CONNECTION FD V FIRE DEPARTMENT VALVE FFE FINISH FLOOR ELEVATION N FIXTURE UNITS MIN. MINIMUM (N) NEW NTS NOT TO SCALE PD PRESSURIZED DRAIN UNE SOV SHUT -OFF VALVE SF SQUARE FOOT TOP TOP OF PIPE TYP TYPICAL VB VALVE BOX VTR VENT THRU ROOF W/ WITH DRAWING INDEX NUMBER TITLE P0.0 PLUMBING ABBREVIATIONS. GENERAL NOTES. 3/8" DRAWING INDEX AND DETAIL P0.1 PLUMBING BUILDING A' SECOND/THIRD FLOOR PLANS P3.1 PLUMBING ENLARGED PLAN AND DIAGRAMS PIPE SIZE (IN) MAX SUPPORT SPAN (FT) MIN. ROD SIZE (IN) UP TO 1" 7 3/8" 1 -I/2" 9 3/8" 2 TO 2 -1/2' 10 3/8" 3" 12 1/2' 3 -1/2' 13 1/2' 4 14 5/8' 0 20 GAUGE GSM SLEEVE AROUND INSULATED PIPE. PIPE NOTE - 1. PIPE MUST 'FLOAT" IN OPENING AND NOT HAVE CONTACT WITH PARTITION. 2. ASSEMBLY SHALL MEET UL SYSTEM CAI 1001 FOR CONC. OR CMU WALLS AND UL SYSTEM WL 1001 FOR 1 & 2 HR STUD WALLS AND UL WL 5032 FOR INSULATED PIPE 0 1 & 2 HR STUD WALLS. PIPE THRU RATED PARTITION OR WALL NOT TO SCALE 20 GAUGE GSM SLEEVE 1/2' P BEAD ROVID CE 1/4' CEN. ANNULAR SPACE DEFINED BY CON. `SEAL BOTH SIDES AIRTIGHT W/ U.L USTED FIRESTOP SEALANT 20 GAUGE GSM SLEEVE AROUND INSULATED PIPE. PIPE NOTE. FIBERGLASS BATT INSULATION COMPRESSED 50% 20 GAUGE G58 SLEEVE 1/2" PROVIDE 1/2" MIN. & 1' BEAD CLEARANCE `SEAL BOTH SIDES AIRTIGHT CLOSED CELL POLYURETHANE RACKING ROD PIPE MUST "FLOAT" IN OPENING AND NOT HAVE CONTACT WITH PARTITION. PIPE THRU NON -RATED PARTITION NOT TO SCALE SUPERSTRUT C -711 ALL THREADED ROD (SEE SCHEDULE) ATTACH TO STRUCTURE WITH SUPERSTRUT ACCESSORIES AS REED. LOCK & LOCKNUT (TYP.) NOTE; PROVIDE SWAY & SEISMIC BRACING PER SMACNA SEISMIC GUIDELINES. SINGLE PIPE SUPPORT NOT TO SCALE PIPE HANGER 120' -26 GA. SHE METAL SADDLE \99 \99272 \ CAD \272PO.DWG — Dec 14, 1999 — 14:07:36 — DANA SUPERSTRUT C -710 NOT TO SCALE COOLING COIL DRAIN PAN FINISHED FLOOR CONC. OVER MTL DECK ASSEMBLY CUT ONLY (1) FLUTE WHEN PENETRATING SLAB. TOP. TO DRAIN MIN. PIPE SIZE = DRAIN CONN. OPEN VENT PIPE h3 = 1" TO 2" h2 = 2 x h1 hi - FAN S.P. CONDENSATE DRAIN DETAIL NOT TO SCALE NOTE: SEE MECHANICAL DRAWING FOR LOCATION OF CONDENSATE DRAIN NON- HARDENING WATER PROOF SEALANT BEAD ALL AROUND PIPE SHIELD SHEET METAL SLEEVE 3/4' SPACK -PACK W/ FIBROUS MATERIAL ALL AROUND PIPE PENETRATION THRU FLOOR SLAB GENERAL NOTES 1. ALL NEW CONSTRUCTION SHALL CONFORM TO APPUCABLE CODES, STANDARDS AND REQUIREMENTS. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD BEFORE COMMENCEMENT OF THE WORK AND SHALL REPORT ANY DISCREPANCIES AND /OR INCONSISTENCIES BETWEEN THE DRAWINGS, SPECIFICATIONS AND EXI50NG FIELD CONDIDONS TO THE ENGINEER FOR CLARIFICATIONS BEFORE COMMENCEMENT OF THE WORK. 3. THE CONTRACTOR. PRIOR TO BIDDING. SHALL VISIT THE JOB SITE TO BECOME ACQUAINTED WITH THE EXISTING INSTALLATION AND SYSTEMS RELATED TO HIS WORK, AND. SHALL INCLUDE IN THE BID PROPOSAL ALL LABOR AND MATERIALS REQUIRED FOR THE INSTALLATION TO BE COMPLETE AND OPERATIVE 4. THE CONTRACTOR SHAD_ COORDINATE PIPE ROUTING AND DROPS WITH OTHER TRADES PRIOR TO START OF WORK. 5, THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE WORK AS SET FORTH IN THESE PLANS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED. THE SUBMISSION OF A BID OR PROPOSAL SHALL BE CONSIDERED AS CONCLUSIVE EVIDENCE THAT THE CONTRACTOR IS THOROUGHLY FAMILIAR THE THE INTENT OF THE CONTRACT DOCUMENTS, AND NO '.CHANGE ORDER WILL BE ISSUED FOR ANY ADDITIONAL LABOR OR MATERIAL REQUIRED TO RECTIFY ANY DISCREPANCY DISCOVERED OR REPORTED TO THE ENGINEER AFTER THE EXECUTION OF THE CONTRACT. 6. IN THE AREA OF THE NEW CONSTRUCTION WILL BE FOUND A NUMBER OF EXISTING SERVICES. PROTECT ALL ACTIVE SERVICES AND MAINTAIN SAME IN. GOOD OPERATING CONDITION. 7. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND EXISTING CONDITIONS SHALL BE FIELD VERIFIED FOR EXACT LOCATION AND SIZES OF EXISTING UTILTDES. THE PROPOSED POINT OF CONNECTIONS TO EXISTING SYSTEMS AND NEW ROUTINGS THE CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL MECHANICAL SYSTEMS SERVICES TO THE PORTIONS OF THE EXISTING BUILDING DURING THE CONSTRUCTION PERIOD. HE SHALL REROUTE, RELOCATE. AND /OR PROVIDE TEMPORARY CONNECTIONS FOR ALL EXISTING SYSTEMS WHICH ARE IN CONFLICT WITH BUILDING ALTERATIONS AND WHICH ARE REQUIRED TO REMAIN IN SERVICE. 9. ALL OPENINGS AROUND PIPES PENETRATING THRU WALLS AND FLOOR SHALL BE SEALED WATERTIGHT AND MUST BE FLUSH TO SAID FLOOR AND WALLS. 10. ALL UTILITIES REQUIRED FOR THE CONTINUOUS OPERATION OF ALL EXISTING BUILDING MUST BE MAINTAINED IN SERVICE AT ALL TIMES EXCEPT AS REQUIRED FOR NEW SYSTEMS CONNECTION. COORDINATE SHUTDOWN WITH RESPONSIBLE PERSONNEL 11. PIPES SHALL BE SUPPORTED AND BRACED PER SMACNA GUIDEUNES FOR SEISMIC RESTRAINTS OF PLUMBING SYSTEM. 12. CONTRACTOR 5H.M..L COORDINATE WITH ALL OTHER TRADES PRIOR TO INSTALLATION OF PIPING IN. CEIUNG SPACE FOR POSSIBLE INTERFERENCE WITH DUCTWORK. LIGHTING FIXTURES. CONDUITS.ETC. 1 ARCHITECTURE GROUP ALFA 1ECH CONSULTING ENGINEERS A WI Ow. SW, A ONO .J .04 0112 M. (4030 -8300 PAM PAM (4000W -1511 Project If; 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE NI drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: DRAWING NUMBER: .LOT DATE/ TIME: EXODUS 0 GOP BUILDING A TUKWILA, WA PLOT. PROJECT NUMBER: 99212 DRAWN BY: BD CHECKED BY: RM APPROVED BY: PO PLUMBING ABBREVIATIONS, GENERAL NOTES DRAWING INDEX AND DETAIL RECEryE n1KLV PROGRESS DATE: II/T959 FILE: I:i99/992T2 /CAD/212PCT ( T ,' 1999 PERMIT CENTER I ' 1 I; I \99 \ 99272 \CAD \ 272P01.DWG - Dec 14, 1999 - 14:02:43 - DANA 1- 1/4"CD-UP THIRD FLOOR -\ pi8P'- ( 1-1/4- - .81 „ . c_L 3/4"PD -DN- CONNECT AT 4• ANGLE TO DIRECTION OF FLOW KTyp.1 SLOPE DN 3/4"PD-DN /11‘k/lEk WAIF 3/4" I'M-BELOW RAISED FLOOR - 3/4"CD-UPTO EQUIPMENT (TYP.) 3/4" , CJ TI 91) 1-°11 T 1.7.4mwm ■Iwo ■, cn \ WITH AIRBREAK OR PER cLOCAt , CODE REQUIREMENTS I , — --- - , i \ , y , -----,---- ‘ _1- [1-1/4. _1_1,4- 0 , , 4E, 4, ■ / L 314 CD-BELOW ; 1 / ,i1 I 1 Kr, 3/4"CD WITH SECONDARY !11 , ° II, 1 I CONTAINMENT PIPE (TM .) 1 -- i ■ , RAISED FLOOR (TYP) I ,,,EN 70 i■r• i■ir• emo ■ (( \ 4 :11 142" F iD O - O L R IPTO j 1 1/2"CD-UP TO THIRD FLOOR SCALE: 1/16 = 1 2 CEILING WITH SECONDARY CONTAINMENT (TYP. TO ALL) 6 SECOND FLOOR PLAN SCALE: 1/16" = 1 3/4" N 2"CD-ABOVE'' ) • • ; I I 1 I 1/2"CD-DN TO ' -SECOND .FLOOR : '-I . I • , 1 • ; • • , . , ,. i 1 : .•• • , 1 , , . , , .• - 1-1/4" — BLDG "A" AlliN 1 -1 /2" «4-3/4C0-BELOW RAISED FLOOR Vi/ SECONDARY CONTAINMENT I PIPE (TYP. TO ALL) THIRD FLOOR PLAN — BLDG "A" Alks *0 fa! 3/4"PD-DN 1a 3/4"PD-DN 1-172 \ / / N / \ --------- - — t7 'r‹, ; .--' , 'L. ' I 7 I I , L 2 .1-i H — , ! , 1!1 ■ ‘,.., :I I , ., ' 4, : 4 1- L.,.._ ........... ,... - crInI .1.... !;:_4 '-' SL , ' , I „L 1-1/2 1-1/4" . ' SLOPE ON I : , it ! Hp! 1 1 1/2"CD -DN TO ! [ 'SLOPE DN ! .+!: ! 'i 3L4" ! , ' -'SECOND FLOOR 1 --- ! 4--- --3/4"CD- WITS S.ECONDARY SLOPE D ( , , ,7!, f e 1 SLOP ,.-,. I : Y" sSLOPSLOPE i -1 /2"CD-DN , I! r F 3/4" 1- F E DN I CONTAINMEN PIPE (TR) 3/4 ON 1 " , 1 [IC _., 4 ,_/./, I 4 _,- 4, ,... ,____ 7 ,.„.. _- _ _ _ .===,' .„_ , - --:, ___'---: _— _ _ ••___ - - .1 ,..._ ___ . L ' ' _ ''' 1 ; ; ___ , 4 - . : ■ . 1 1-1/4" 7- 3/4" CD 2 WITH SECONDARY CONTAINMENT PIPE ABOVE CEIUNG 0 - - 0 6 - 1 - =1/2"CD1./PTO -H- THIRD FLOOR ! ! i 1 —1 /.. 3/4 , :i I■ -1/2" ! , 3/4"CD-UPTO ' EQUIPMENT (TYP.) ' I : ,...:. i i ■ ,---,. 1 ; I 1 i 1 , : i ! ■ , , • I , ' i 1_____ J____ i -1-- • 1 , -' 1 : "S 1 1 I 1 1 : 1 1 LI, 1 H , '41 -- .+ 1 , F. H 14[ ,I 6 - 1)1 L — :H 1 ----='* - 3/4""CDHUP TO EQUIPMENT (TYR) : i l \ l \ I I WI At' , , , , , \ 1, ff \ ii - ,- -, - ----- :'- -. i ':,/ 11 I I i ------ KEYPLAN - BLDG "A" A 1 4 CORPORATION ARCHITECTURE. GROUP CONSULTING ENGINEERS A WIN. WW2 00104.16-6500 ro. 000436-1511 Project #: 99272 CONSULTANTS q 4)117— REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE AEA JEC s u7pu ' b n lisZcl 'r v . itk 'P orZ g S:4 ' COrp ' o s r U a t t■On and the same may not be duplicated, used or disclosed without the written concent of the Sobey Corporation. DRAWING TITLE: DRAWING NUMBER, PLOT DATE/ TIME: EXODUS 0 IGCP BUILDING A TUKWILA, VIA PROGRESS DATE: 1119/99 FILE: 1,99/99212/CAD/272P0I PLOT: PROJECT NUMBER: DRAWN BY: BD CHECKED BY: RN APPROVED BY: PO.1 PLUMBING BUILDING "A" SECOND/THIRD FLOOR PLANS 99212 P .M' , CENT,. 2 -1 /2 "1 p - 7 r 7 L3" I 1 I 2"--+ 2 °--1, 2 °-T I I I I I 2" J 2 " _ I 2" I 2-0-(p) r l I ( i ► 2 "(TYP) I � 1 , 2 " i T 4 °_I -2 1 I WC -1 I L -1 L-11 L-1 IUR -1 I UR -2 4 ._IWC -2 1 1 WC -1I IL - 1IL - 1 I IEWC I 2 I I 12° SS-1 I I WCO 2 °FpF t WCO } � " 1 r"1 � _ 1 /2 "CW WC -2 WC -1 HB -1 1 / 2 °CW 4 FU) 2 " I � 2 "`8FU) 1 /2 "CW I 1 r4 "(19FU) 2" 2 "-p � 4°(29FU) 2" J 2" � I t -2 2 "(TYP) -S ri---- 7 - - - -� -- 2 "(TYP)� I 1 ( i 4" 11 WC -21 I WC -1 1L -1 L -11 L -1 IUR-1 I UR -2 4.- IWC -21 I WC - 1 I IL -11L -1 WCO 2 ° FDI- 1 I 2° WCO 1 2 1 . r 4 (E) 1" (E)WH 4 "(11FU) SF \99 \99272 \CA.D \272P31.DWG - Dec 14, 1999 - 14:08:08 - DANA --- 2 "( r r r r 7 1 1 KS I V UR I WC SH I SH F-, II--, HA FD FD SH N 2 SANITARY /VENT RISER DIAGRAM NOT TO SCALE L -1 L -1 L -1 UR -1 UR -2; I WC -2 WC -1 I ' L -1 L-1 SS -1 EWC 1 J HL LL1LU jj 3/4"-1 F" I ' WC -2 WC -1 HB -1 L -1 L -1 L -1 UR -1 UR-2 ' WC -2 WC -1 t L -1 L -1 ILi Mk 1 L - L 2" tU 2 0 — (E)3/4" P3.1 / NOT TO SCALE 1 /2 "CW t4 "(1 L 2" 3/4 WC WC UR IAV 1 ••••• 4 "(10FU) 4 "(10FU) 4 SS -1 ,TT 2 EWC 1 SS - 1 i (�. --�) IL_ TI 3 ' 3 - 2 " J 4 "(29FU) T SS KS —2° O 3 "(4FU)i 4 "(28FU) 3 COLD /HOT WATER RISER DIAGRAM 4 "(33 AP -1 2" t 3 - (E)4'VTR 2 4 "(33FU) _et (N)4" 4 - (E)4" (E)4" (E)2" 40FU (N)1" SFU AP -1 2 "(40FU) (E)2" 80FU 1 "(8FU) �— (N)1" I I t 16FU T T ROOF THIRD FLOOR SECOND FLOOR FIRST FLOOR - (E)4" (N)LOAD: 94FU S THIRD FLOOR -- — J SECOND FLOOR (E)2" 42FU FIRST FLOOR (E)2 122FU ROOF CW -DN V -DN WC -2 Fa-1 -j 'm L -1 L -1 L-1 ( UR -1 UR -2 - S -DN S -DN CW -BELOW FLOOR EWC -1 CW /HW/V -ON S — CW /HW/V -DN ( (E)4 °S ENLARGED TOILET PLAN SCALE: 1/4" = 1' -0" WCO *- 4 —r WC -2 t _. 14I FD -1 t ' WC,� II cn HB -1 L -1 �t L -1 =AP -1 q't ( (BELOW FLOOR) (ABOVE CEILING) (N)HW -DN (E)2 "CW CW -BELOW FLOOR I — V -DN CW /HW -DN S -DN S -DN SHEET NOTES: O CONNECT CW, VENT AND SEWER LINES TO EXISTING AND RUN HW LINE BELOW FLOOR AND CONNECT TO EXISTING MAIN HW SUPPLY LINE. O2 INSTALL ALL ACCESSIBLE VALVES WITHIN 12 FT. ABOVE CEILING OR LOCATE VALVES THRU WALL WITHIN 6 FT. OF THE FLOOR WITH ACCESS PANEL.. COORDINATE WITH THE ARCHITECT. ARCHITECTURE GROUP CONSULTING ENGINEERS ca ttrw keel. s. ne Tv +..nett! Tow. (wde)atis e FAX (400430-15 IS Project /: 99272 CONSULTANTS REV 0 ISSUED FOR PERMIT 12/16/99 REVISIONS ISSUE DATE drawings and written mater. appearing herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or disclosed without the written content of the Sabey Corporation. DRAWING TITLE: DRAWING NUMBER: PLOT DATE/ TIME: EXODUS G IGCP BUILDING A TUKWILA, WA P3.1 PLUMBING ENLARGED PLAN AND DIAGRAMS PROGRESS DATE: 1149/99 nrry OFEIv D FILE: I: /99/99212/CAD/212/3.1 PLOT: AC C : ,r 1MJ PROJECT NUMBER: 99272 P ERMIT CENTER DRAWN BY: DA CHECKED BY: Rh APPROVED BY: ® FLUORESCENT FIXTURE, DRAWN TO SCALE ON PLANS - LETTER IN FIXTURE INDICATES SWITCH LEG CONTROL 0 C) H • IMO Lffi7 40 4 GF LIGHTING FLUORESCENT STRIP FIXTURE, DRAWN TO SCALE FIXTURE CEILING MOUNTED FIXTURE WALL MOUNTED EMERGENCY FIXTURE LIGHTING FIXTURE, WALL WASHER FIXTURE SUPPLIED FROM STANDBY CIRCUIT EXIT SIGN - DIRECTIONAL ARROWS AS INDICATED, SHADED SIDES ILLUMINATED LIGHT FIXTURE TYPE - SEE FIXTURE SCHEDULE SWITCH - SINGLE POLE SUBSCRIPTS a,b, etc., DENOTES CIRCUIT CONTROLLED 3 WAY SWITCH 4 WAY SWITCH SWITCH - WITH PILOT LIGHT DIMMER MOMENTARY CONTACT LOW VOLTAGE SWITCH RELAY - NEC CLASS II RECEPTACLES SINGLE RECEPTACLE 120V DUPLEX RECEPTACLE 120V DUPLEX RECEPTACLE 120V, MOUNTED 3" ABOVE COUNTER BACKSPLASH DOUBLE DUPLEX RECEPTACLE 120V TWIST LOCK RECEPTACLE 120V RECEPTACLE 208V OR 240V. SINGLE PHASE RECEPTACLE 208V, SINGLE PHASE (TWIST LOCK) RECEPTACLE 208V OR 240V, 3 PHASE RECEPTACLE 480V, SINGLE PHASE RECEPTACLE 480V, 3 PHASE DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER TYPE EQUIPMENT PANEL - 208 VOLT SYSTEM PANEL - 480 VOLT SYSTEM 9 ® EQUIPMENT CONNECTION, E = EMERGENCY POWER i0' MOTOR CONNECTION SINGLE PHASE /CY MOTOR CONNECTION 3 PHASE TRANSFORMER is \99CADD\99272EXODUS \CAD \272E01.DWG ' -• -• Dec 15, 1999 • -• -• 16:33:27 • -• -• By: JEANB SYMBOLS 84 ABBREVIATIONS O — LV �1T -�o CONTROL EP FUSED SWITCH (FUSE RATING INDICATED) D DISCONNECT SWITCH E MOTOR STARTER - MAGNETIC • MANUAL STARTER E' COMBINATION MOTOR STARTER DISCONNECT SWITCH © ENCLOSED CIRCUIT BREAKER ID THERMOSTAT �1--E TIME CLOCK "El CONTACTOR ® RELAY - CONTROL TYPE Pc PHOTOCELL CONTROL I PUSH BUTTON CONTROL STATION ®� VARIABLE FREQUENCY DRIVE (VFD) FURNISHED BY DIV 15, INSTALLED BY DIV 16, WITH INTEGRAL DISCONNECT SW CIRCUITS RACEWAY CONCEALED IN CEILING OR WALL. HASH. MARKS INDICATE NUMBER. OF WIRES': #12 AWG WIRE. UNLESS OTHERWISE NOTED. TWO WIRES. IF NO HASH MARK SHOWN. LONG HASH MARK DENOTES NEUTRAL. --- INDICATES GROUND WIRE. RACEWAY CONCEALED IN FLOOR OR WALL RACEWAY EXPOSED RACEWAY UP. RACEWAY DOWN RACEWAY STUB -OUT WITH BUSHING HOME RUN TO PANEL OR LOCATION NOTED CIRCUIT CONTINUATION. JUNCTION BOX PULL BOX EXISTING RACEWAY (IF HASH MARKS ARE SHOWN PULL NEW CONDUCTORS) LOW VOLTAGE WIRING (NEC CLASS II) ELECTRICAL RISER FUSED SWITCH CIRCUIT BREAKER DRAWOUT CIRCUIT BREAKER CIRCUIT BREAKER - GROUND FAULT PROTECTION FUSE OR CURRENT LIMITER GROUND CONNECTION FRRRXI IDENTIFICATION SYMBOL FOR FEEDER SIZES TRANSFORMER WATT -HOUR METER TRANSFER SWITCH © ENGINE - GENERATOR FIRE ALARM SYSTEM O MANUAL STATION O SMOKE DETECTOR (D INDICATES INSTALLATION IN DUCT) ▪ HEAT DETECTOR (D INDICATES INSTALLATION IN DUCT) OO SPRINKLER VALVE POSITION MONITOR CONNECTION vs SPRINKLER FLOW SWITCH CONNECTION • SPRINKLER PRESSURE SWITCH CONNECTION I FIRE ALARM HORN © VISUAL ALARM LIGHT - WALL MOUNTED O REMOTE INDICATION LIGHT ❑B SMOKE DOOR RELEASE MECHANISM - (WALL MOUNTED MAGNETIC TYPE) O SMOKE DOOR RELEASE MECHANISM - (COMBINATION DOOR CLOSER/HOLDER TYPE) Oo SMOKE DAMPER CONNECTION TELEPHONE & COMPUTER SYSTEMS • COMMUNICATIONS OUTLET COMMUNICATIONS OUTLET - WALL MOUNTED 1-J CABLE TRAY (TYPE AS INDICATED) ® TELEPHONE TERMINAL BOARD (TTB) SECURITY SYSTEM ® MAGNETIC DOOR SWITCH 0 MOTION DETECTOR ® ENTRY /EXIT KEYPAD DRAWING LIST SECURITY CONTROL PANEL ® ELECTRIC STRIKE El CARD READER REQUEST TO EXIT DETECTOR Dqq- ACH AFF AG A, AMP ATS AWG CB CKT CTB DED DW EWC FA FBOIC Fl G, GND GD GEL, GFCI HP IH J -BOX GENERAL NOTES I. COMPLY WITH NATIONAL ELECTRICAL CODE 1996 EDITION AND WAC 296 -46. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR LIGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL. REFLECTED CEILING PLANS FOR EXACT LIGHTING FIXTURE LOCATIONS. WORK DEFINITION FLAG NOTE REVISION SYMBOL ELECTRICAL DETAIL SYMBOL EXISTING EQUIPMENT OR DEVICE REMOVE EXISTING ELECTRICAL EQUIPMENT EXISTING WALLS IDENTIFICATION SYMBOL FOR EQUIPMENT ABBREVIATIONS ABOVE COUNTER HEIGHT ABOVE FINISHED. FLOOR ABOVE GRADE AMPERE AUTOMATIC TRANSFER. SWITCH AMERICAN WIRE GAGE CIRCUIT BREAKER CIRCUIT COMMUNICATIONS TERMINAL BOARD DEDICATED DISHWASHER ELECTRIC WATER COOLER FIRE ALARM FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR FILM ILLUMINATOR GROUND GARBAGE DISPOSAL GROUND FAULT CIRCUIT INTERRUPTER HORSEPOWER INSTA -HOT WATER DISPENSER JUNCTION BOX OUTLET MOUNTING HEIGHTS PANELBOARDS COMMUNICATIONS OUTLET - DESK COMMUNICAITONS OUTLET - WALL COMPUTER OUTLET - DESK MANUAL STATION FIRE ALARM VISUAL ALARM LIGHT FIRE ALARM HORN, CHIME MCC MW NIC PNL RO RECEPT REF SPECS SW SWBD TELE TYP V VP W WC WP XFMR SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET 'HEIGHTS ARE NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE OUTLET UNLESS OTHERWISE NOTED. RECEPTACLES +. 18 INCHES VERTICAL LIGHT SWITCHES + 4 FEET SET VERTICAL + 6 FEET TO TOP OF PANEL BOARD + 18 INCHES VERTICAL + 54 INCHES VERTICAL + 18 INCHES VERTICAL + 4 FEET + 80 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER + 80 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER FIRE ALARM CONTROL PANEL +6 FEET TO TOP MOTOR CONTROL CENTER MICROWAVE NEUTRAL NOT IN CONTRACT PANEL RACEWAY RACEWAY ONLY RECEPTACLE REFRIGERATOR SPECIFICATIONS SWITCH SWITCHBOARD TELEPHONE TYPICAL VOLT VANDALPROOF WIRE OR. WATT WARMING CABINET WEATHERPROOF TRANSFORMER PHASE REVISIONS H�Y CORPORATION ARCHITECTURE GROUP PLOT DATE/ TINE: DRAWING TITLE: PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: A A ILCII CONSULTING ENGINEERS nrr 11444 10444k Pa Ss AN, 1802 Phan. (408)43.5300 F. (40e434 -13f Project #: 99272 CONSULTANTS a10 ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the some may not be duplicated, used or disclosed without the written concept of the Sobey Corporation. INTERNA GATEWAY CORPORATE PAI?K PACIFIC NIGI -TWAT SOUTH TUKWILA, WA EXODUS E0.1 SYMBOLS ABBREvIATIONS EIVEC TUKt CITY ))Et: , PERMIT CENTS PR.AARY RUA R AM. num." END TAP BOX PER SCL UTILITY KO. 0,99CADD\99272EXODUSVPD\272EIIIMG Dee 15 . 1999 *- 1&3945 •—•—* JEAN) ATS—A1 3000A OS. B,ASS r I to, IIE I ! ; I la, . I ' *2,7•At ES1 An'Ti"Asisinwa — FiS A90/2 GEACRAtoR s um Dqq-oLNI 9 1 I 1, ! sltitm.... I, 1 1 i t ! 1 ! I f ASTS FASTS ; 7 ' ....., .....,! _ ,, — ,,,,p-Ji!Zir J'17;:2=4' ' ' u___ ;,, , ---.T ; 1,i0.;: --- , 1 , , ,..r : , ' , 1 . 1 1 61'. .- tows soxr :74 ` T T 1T 1 :Ti 1 III IE,..-2r1,, ___ _l_ .1r. FUTURE (THIRD FL.C1 PHASE CORPORATION ARCHITECTURE GROUP CONSULTING ENGINEERS BEI 1.,../.9A. OE Sal 01 012 (1131-isi Project #: 99272 CONSULTANTS ALft REVISIONS ISSUE DATE All drawings and written material appearing txrein constitute the original aral unpublished work of the Sabey Corporation tshaen1rMY„ notcb:ntrZ:::°, INTE2NATIONAL GATEWAY CORPORA P A R K PACIFIC 1-11GI-IWAY SOLiT1-1 TUKWILA, WA EXODUS DRAWING TITLE: PROGRESS DATE: FILE: .,RECEIA55 PLOT: PERMIT CENTER PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: ELI ELECTRICAL ONE-LINE .....ffilaL FEEDER SCHEDULE FEEDER COPPER CONDUCTORS AMPACITY NO. CONDUIT RARE NOTE 2 70Y 1' 4 - #4, 1 #8 G. 70 70D 1" 3 - #4, 1#8 G. 70 1157 1 1/4" 4 - #2, 1 #6 G. 115 115D 1 1/4" 3 - #2, 1 #6 G. 115 120C 2" 3 - #1. 1#1/0 N, 1 #6 G. 120 130Y 1 1/2" 4 - #1, 1 #6 G. 130 130D 1 1/2' 3 - #1, 1 #6 G. 130 136C 2" 5 - #1/0. 1 #6 G. 136 150Y 1 1/2" 4 - #1/0, 1 #6 G. 150 150D 1 1/4' 3 - #1 /0. 1 #6 G. 150 156C 2" 5 - #2/0, 1 #6 G. 156 175Y 2" 4 - #2/0, 1 #6 C. 175 175D 2" 3 - #2/0. 1 #6 G. 175 180C 2" 5 - #3/0, 1 #6 G. 180 200Y 2" 4 - #3/0. I #6 G. 200 2000 1 1/2" 3 - #3 /0. 1 #6 G. 200 208C 2 1/2" 5 - #4/0, 1 #6 G. 208 230Y 2" 4 - #4 /0, 1 #4 G. 230 2300 2" 3 - #4/0. 1 #4 G. 230 232C 3' 5- 250kcm II. 1 #4 G. 232 255Y• 2 1/2" 4- 250kcm il, 1 #4 G. 255 2550 2 1/2" 3- 250kcmil, 1 #4 G. 255 256C 3" 5- 300kcmil, 1 #4 G. 256 285Y 3" 4- 300k0mi1, 1 #4 G. 285 2850 3" 3- 300kcmil, 1 #4 G. 285 280C 3" 5- 350kcmit, t #4 G. 280 310Y 3" 4- 350kcmil, 1 #4 G. 310 3100 3" 3- 350kcmil, 1 #4 G. 310 304C 3" 5- 400kcmil, 1 #2 G. 304 335Y 3" 4- 400kcmii, 1 #2 G. 335 335D 3" 3- 400kcmil, 1 #2 G. 335 344C 3 1/2" 5- 500kcmil, 1 #2 G. 344 380Y 3' 4- 500kcmil, 1 #2 G. 380 380D 3' 3- 500kcmil, 1 #2 G. 380 380C 4" 5- 600kcmil, 1 #2 G. 380 420Y 3 1/2" 4- 600kcrnil, 1 #2 G. 420 420D 3 1/2" 3- 600kcmil, 1 #2 G. 420 464C (2) 3" 5- 250kcmil, 1 #2 G. EA. 464 510Y (2) 2 -1/2" 4- 250kcmil, 1 #2 G. EA. 510 510D (2) 2 -1/2' 3- 250kcmil, 1 #2 G. EA. 510 512C (2) 3" 5- 300kcmil, 1 #2 G. EA. 512 560C (2) 3" 5- 350kcmil, 1 #1 G. EA. 560 620Y (2) 3' 4- 350kcmil, 1 #1 G. EA. 620 6200 (2) 2 -1/2" 3- 350kcmil, 1 #1 G. EA. 620 760Y (2) 3' 4- 500kcmil, 1 #1/0 G. EA. 760 7600 (2) 3" 3- 500kcmil, 1 #1 /0 G. EA. 760 840Y (2) 3 -1/2' 4- 600kcmil, 1 #1/0 G. EA. 840 840D (2) 3 -1/2' 3- 600kcmil, 1 #1/0 G. EA. 840 1005Y (3) 3" 4- 400kcmil, 1 #2/0 G. EA. 1005 1005D (3) 3" 3- 400kcmil, 1 #2/0 G. EA. 1005 1020Y (4) 2 -1/2" 4- 250kcmil, 1 #2/0 G. EA. 1020 1020D (4) 2 -1/2" 3- 250kcmil, 1 #2/0 G. EA. 1020 1240Y (4) 3" 4- 350kcmil, 1 #3/0 G. EA. 1240 12400 (4) 3" 3- 350kcmil, 1 #3/0 G. EA. 1240 1680Y (4) 3 -1/2' 4- 600kcmil, 1 #4/0 G. EA. 1680 1680D (4) 3 -1/2' 3- 600kcmil, 1 #4/0 G. EA. 1680 2100Y (5) 3 -1/2' 4- 600kcmil, 1 #250 G. EA. 2100 2100D (5) 3 -1/2" 3- 600kcm1l, 1 #250 G. EA. 2100 2520Y (6) 3 -1/2'. 4- 600kcmil, 1 #350 G. EA. 2520 2520D (6) 3 -1/2'. 3- 600komil, 1 #350 G. EA. 2520 3000Y (7) 3 -1/2' 4- 600kcmil, 1 #400 G. EA. 3000 3000D (7) 3 -1/2" 3- 60Okcmil, 1 #400 G. EA. 3000 MAIN BREAKER MAIN BREAKER MAIN BREAKER UTILITY C/T COMPARTMENT 3000/3 3000/3 3000/3 DRAWOUT MGT' MOLDED CASE CB, GROUP`MTD, FIXED INCOMING SECTION SWITCHBOARD CIRCUIT BREAKER SCHEDULE TYPE DESCRIPTION PID POWER ENCASED CB, INDIVIDUALLY MTD, DRAWOUT MGT' MOLDED CASE CB, GROUP`MTD, FIXED I: \99CADD \99272EXODUS \CAD \272E11A.DWG • - • - • Dec 15, 1999 " - • - • 16:39:58 • By: JEANS PID 3. - PID PID -3' FRONT AND REAR ACCESSIBLE 0 MAIN SWITCHGEAR TYP. OF "B1 & C1" NOT TO SCALE SCHEDULE NOTES: 1. CONDUIT SIZING BASED ON RIGID GALVANIZED STEEL CONDUIT TYPE THHN- 2 /THWN -2 AND XHHW WIRE TAKING INTO ACCOUNT BOTH CONDUIT FILL AND JAMB RATIO. 2. AMPACITIES LISTED ARE BASED ON THE FOLLOWING TAKEN FROM TABLE 310 -16. A. 60' RATING FOR TERMINATION TO DEVICES 0 100A OR LESS PER UL. B. 75' RATING FOR 3W AND 4W FEEDERS. C. 90' RATING FOR 5W FEEDERS DE -RATED TO 80% WHERE PREDOMINATLY HARMONIC CURRENTS ARE PRESENT. NEUTRALS 2 #1 /0 ARE PARALLED ON 5W FEEDERS. D. 90' RATING FOR 3000A FEEDERS. 3. INCREASE RACEWAY SIZE FOR OTHER TYPES OF RACEWAY'S AND DIFFICULT OR LONG PULLS. 4. GROUND WIRE SIZE INCREASED FOR PARALLEL CONDUCTOR RUNS PER NEC TABLE 250 -95. Dqq' 0 '1 / - METER BASE PER UTILITY REQUIREMENTS VERIFY EXACT LOCATION INCOMING PULL SECTION 500/3 SPACE 600A 175/3 500/3 SPACE 600A 175/3 SPACE 225A SPACE 225A SPACE 225A SPACE 225A •k - ALL CB'S MGF FRONT ACCESSIBLE ONLY 0 SWITCHBOARD 'HV1' NOT TO SCALE ARCHITECTURE GROU' CONSULTING ENGINEERS R1w1 Y�6w6 FAX R07 9a 1wa M17111 P 108)476 -1 Project #: 99272 CONSULTANTS REVISIONS ISSUE DATE Al drawin eM wen material p apearin herein con5titate the ori and unpr work of the Sabe Corporation and the same mo not be duplicated, used or disclosed without the written content of the Sabe Corporation. INTE2NATIONAL GATEWAY CC 'POf2ATE PAO< PACIFIC HIGHWAY SOUTH TUKWILA, WA EXODUS DRAWING TITLE: PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: PLOT DATE/ TIME: ALFA TECH ELECTRICAL FEEDER 5CHEDlJLE SWBD ELEVATIONS On - p p 10E01, 'PFC 1 7 1(; PPRMtT r,tNTEF 2500 KVA STUB UP FROM ATS IN BLDG A (TYP) PANEL 1L3 GATT BAIT '' STUB UP FROM GEN (TYP) MOTORIZED DAMPERS 2500 KVA (2) 4" R O. STUB UP FROM DUCT BANK (TYP) (2) 4" R.O. STUB UP FROM DUCT BANK TO SCL MANHOLE, COORDINATE EXACT LOCATION I A N SF O R ER SCL ( TYP) 1L3 -27, 31,33 N (2) 4" R.O. — 1: STUB UP FROM DUCT BANK (TYP ( I I I 1 1 I 1 1 1 I1 I I 1 POWER UTILITY PRIMARY FEED DUCTBANK, REFE TO SHEET E0.2 FIOR CONTINUATION Ii \99CADD \99272EXOD1S \CAD \272E12.DWG Dec 15, 1999 ' —'—' 16:32:31 By JEANB u AL JACKET HEATER W, 240/1 (TYP) FLAG NOTES: CONTROL WIRING. PROVIDE ALL CONTROL WIRING AS REQUIRED BETWEEN UPS PRIMARY BUS AND GENERATORS 1 & 2 FOR A COMPLETE SYSTEM. MINIMUM 1' RACEWAYS TO ALL EQUIPMENT FROM SWITCHBOARD. INSTALL ALL WIRING PER MANUFACTURERS INSTALLATION INSTRUCTIONS (TYP). DAMPER CONTROL AND CONTROL PANEL. PROVIDE ALL WIRING, INTERPOSING RELAYS TERMINAL STRIPS, TRANSFORMERS, FUSES, AND HINGED COVER NEMA 1 ENCLOSURE, AS REQUIRED, FOR CONTROLLING MOTORIZED DAMPERS DURING GENERATOR OPERATION, PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE SPARE SPACE IN ENCLOSURE FOR PROVIDING DAMPER CONTROL TO (3) FUTURE MOTORIZED DAMPERS. PROVIDE PERMANENT PLASTIC ENGRAVED NAMEPLATE ON DAMPER CONTROL PANEL. NOT USED. 4. EACH GENERATOR FURNISHED WITH REDUNDANT STARTERS AND BATTERIES (TYP). 5. CONTROL WIRING. PROVIDE ALL CONTROL WIRING BETWEEN ALL UPS UNITS FOR UPS CRITCAL BUS SCNCHRONIZATION FOR COMPLETE SYSTEM.. MINIMUM 1" RACEWAY TO EACH UPS. INSTALL ALL WIRING INSTALLATION INSTA ARCHITECTURE GROUP REVISIONS PLOT DATE/ TIME: ALFA IECN CONSULTING ENGINEERS n Fr aer. 11.i. 9. pa r. i.. n 115112 phenw (40e)SS -11300 FAX (wa11)434 -1311 Project #: 99272 CONSULTANTS DRAWING TITLE: PLOT: PROJECT NUMBER: DRAWN BY: CHECKED BY: APPROVED BY: DRAWING NUMBER: fosS E1.2 ISSUE DATE All drawings and written mote. appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written cancent of the Sabey Corporation. 1 INTE2NATIONAL GATEWAY COQPOI2ATE PAO< PACIFIC HIGHWAY SOUTH TUKWILA, WA EXODUS IST FLOOR ELECTRICAL ROOM, UTILITY VAULT, GEN. ROOM ELECTRICAL POWER Iry OF TUKWILA OEC ( 7 PFaAerr CCNitN GENERAL NOTES: LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY APPROVED CONTRACTOR. SYSTEM SHALL BE U.L. MASTER LABELED LIGHTNING PROTECTION SYSTEM IN FULL COMPLIANCE WITH NFPA 780, U.L. 96A AND LPI -175. ALL CONDUCTORS SHALL BE COPPER. DOWN CONDUCTORS SHALL BE CONCEALED ON OUTSIDE OF BUILDING. METHOD OF CONCEALMENT SHALL BE COORDINATED WITH ARCHITECT AND BUILDING OWNER. RAISED FLOOR, REFER TO ARCHITI CTURAL PLANS FOR LOCATI( NS (TYP) ci GRID LINE CONDUCTO' BARE CU ( p PERIMETER GROUN ) CONDUCTOR #2 BARE CU, ARO JND ENTIRE PERIMETER OF RAISED FLOOR (TYP) • 'l ITE 0 .. I a ROU #2 ND YP) A / FLAG NOTES: t. EMERGENCY POWER OFF (EPO) SYSTEM. CONNECT PDU EQUIPMENT, AND HVCA RTU EQUIPMENT TO EPO SYSTEM. PROVIDE ALL NECESSARY EQUIPMENT AND MATERIALS AS REQUIRED FOR EMERGENCY SHUTOFF OF POWER AND AIR HANDLING EQUIPMENT PER NEC. REFER TO CONTROL DIAGRAM 1 SHEET E9.1 (TYP). 2. PROVIDE GROUND CONDUCTOR CONNECTION TO EVERY RAISED FLOOR PEDESTAL AT PERIMETER AND GRID LINE GROUND CONDUCTOR LOCATION USING PEDESTAL CONNECTIONS, TAB SERIES 3900 OR APPROVED EQUAL (TYP). 3. PROVIDE EXOTHERMIC GROUND CONNECTION AT BUILDING STEEL COLUMN AND RAISED FLOOR GROUND CONDUCTORS (TYP). 4. PDU POWER AND CONTROL JUNCTION BOXES UNDER RAISED FLOOR. INSTALL PER MANUFACTURERS INSTALLATION REQUIREMENTS. PROVIDE ALL CONNECTIONS AS REQUIRED FOR A COMPLETE PDU INSTALLATION (TYP). 5. PROVIDE GROUND CONDUCTORS FROM PDU POWER JUNCTION BOX TO BUILDING GROUNDING ELECTRODE AND BUILDING STEEL ,COLUMN PER MANUFACTURER .INSTALLATION REQUIREMENTS, MINIMUM #4 CU CONDUCTOR (TYP). 6. NOT USED. 7. UP TO 2ND FLOOR ELECTRICAL ROOMS. REFER TO SHEET E2.2A FOR CONTINUATION (TYP). 8. CONNECTON POINT FOR SWITCHGEAR /GENERATOR GROUNDING OF SEPERATELY DERIVED SYSTEMS (TYP). 9. NOT USED. 10. NOT USED. 11. CONNECTION POINT FOR SEPERATELY DERIVED SYSTEMS (TYP). 12. #4/0 BARE CU GROUND CONDUCTOR (Tip). 13. PROVIDE 24" MINIMUM #4/0 CU GROUND CONDUCTOR PIGTAIL INSIDE BUILDING FOR CONNECTION TO RAISED FLOOR GROUND CONDUCTOR (TYP). 14. CONTROL WIRING TO SWITCHBOARD 54 FOR REMOTE DUMP CONNECTION N.C. CONTACTS FROM ATS, 2 #16. �— - --,i II II II K.EYPLAN - BLDG 'A' EY CORPORATIOIN REVISIONS ARCHITECTURE GROUP DRAWING TITLE: AIFA TECH CONSULTING ENGINEERS be nrn - -twww. NaeNss -nwo rsx (woe)ass -rstt Project #: 99272 CONSULTANTS ISSUE DATE Nl drawin and written nroterial appearin herein constitute Ue orl and unpublished work oI the Sabe Corporation and the some may not be duplicated, used or disclosed without the written content of the SaDey Corporation. • EXODUS 0 IGCP BUILDING A TUKWILA, WA PROGRESS DATE: I1/19/99 ELECTRICAL SECOND FLOOR POWER PLAN FILE: ��,, GrR ����WIIA PLOT: J r PROJECT NUMBER: 99Y'ii 1 / 1993 DRAWN BY: JPE PERM, CFNrEe CHECKED BY: JF APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: E2.2.A (TYP) GRID LINE GROUND CONDUCTORS, #2 BARE CU (TYP) PERIMETER GROUND CONDUCTOR #2 BARE CU, AROUND ENTIRE PERIMETER OF RAISED FLOOR (TYP) it *At UPS ) PRIMARY wNm�a�oto IY /.� ��NIN d�•7iN p IY�N� N �Y YI ati 1�1Yt11tite Y166/R<r��wN ON �1,r?�t�NY111��01r "!16 • N N1 11�\ c 11�F H6 6�I t6\ % %�1 W I Y6 'BlfF1Yp�N 6NNO�Otle aN�uYlvnu�� ���• N1�11M11�N • • k = = == �' r - -- kti —� - -._ III II RAISED FLOOR, REFER TO ARCHITECTURAL PLANS FO ( LOCATIONS (TYP) • II', I: \99CADD \99272EX0DUS \CAD \272E22B.OWG • -• -• Dec 15, 1999 •-•-• 16:42:45 • -• -• By: JEANS r( \, IeI %/. L _J '- 14411 �raa e ME„ 211 9q 4 -1-4 GENERAL NOTES: / 9 l' '\ I I 1. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY APPROVED I �I CONTRACTOR. SYSTEM SHALL BE U.L. MASTER LABELED LIGHTNING PROTECTION SYSTEM IN FULL COMPLIANCE WITH NFPA 780, U.L. 96A AND LPI -175. ALL CONDUCTORS SHALL BE COPPER. DOWN CONDUCTORS f SHALL BE CONCEALED ON OUTSIDE OF BUILDING. METHOD OF CONCEALMENT SHALL BE COORDINATED WITH ARCHITECT AND BUILDING OWNER. FLAG NOTES: EMERGENCY POWER OFF (EPO) SYSTEM. CONNECT PDU EQUIPMENT, AND HVCA RTU EQUIPMENT TO EPO SYSTEM. PROVIDE ALL NECESSARY EQUIPMENT AND MATERIALS AS REQUIRED FOR EMERGENCY SHUTOFF OF POWER AND AIR HANDLING EQUIPMENT PER NEC. REFER TO CONTROL DIAGRAM 1 SHEET E9.1 (TYP). 2. PROVIDE GROUND CONDUCTOR CONNECTION TO EVERY RAISED FLOOR PEDESTAL AT PERIMETER AND GRID LINE GROUND CONDUCTOR LOCATION USING PEDESTAL CONNECTIONS, T &B SERIES 3900 OR APPROVED EQUAL (TYP). 3. PROVIDE EXOTHERMIC GROUND CONNECTION AT BUILDING STEEL COLUMN AND RAISED FLOOR GROUND CONDUCTORS (TYP). 4. PDU POWER AND CONTROL JUNCTION BOXES UNDER RAISED FLOOR. INSTALL PER MANUFACTURERS INSTALLATION REQUIREMENTS. PROVIDE ALL. CONNECTIONS AS REQUIRED FOR A COMPLETE PDU INSTALLATION (TYP). 5. PROVIDE GROUND CONDUCTORS FROM PDU POWER JUNCTION BOX TO BUILDING GROUNDING ELECTRODE AND BUILDING STEEL COLUMN PER MANUFACTURER INSTALLATION REQUIREMENTS, MINIMUM #4 CU CONDUCTOR (TYP). 6. NOT USED. 7. UP TO 3RD FLOOR ELECTRICAL ROOMS. REFER TO SHEET E2.2A FOR CONTINUATION (TYP). 8. CONNECTON POINT FOR SWITCHGEAR /GENERATOR GROUNDING OF SEPERATELY DERIVED SYSTEMS (TYP). 9. NOT USED 10. NOT USED 11. CONNECTION POINT FOR SEPERATELY DERIVED SYSTEMS (TYP). 12. #4/0 BARE CU GROUND CONDUCTOR (TYP). 13. PROVIDE 24" MINIMUM #4/0 CU GROUND CONDUCTOR PIGTAIL INSIDE BUILDING FOR CONNECTION TO RAISED FLOOR GROUND CONDUCTOR (TYP). 14. CONTROL WIRING TO SWITCHBOARD S4 FOR REMOTE DUMP CONNECTION N.C. CONTACTS FROM ATS, 2 #16. KEYPLAN - BLDG ',4" EY CORPORATION ARCHITECTURE GROUP BLDG '.4' DRAWING NUMBER M AR JECH CONSULTING ENGINEERS II Fol ewe. 16 T. 1_01 012 Phone (4011).11-dwo F. (.6).6 -1511 Project #: 99272 CONSULTANTS REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished wank of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sobey Corporation. DRAWING TITLE: PLOT: PROJECT NUMBER: 99212 ' OENTEq DRAWN BY: JPB CHECKED BY: JF APPROVED BY: EXODUS 0 IGCP BUILDING A TUKWILA, WA PROGRESS DATE: M9.99 CIT.' ,ENED F 7bAWIL1 FILE: _ r• PLOT DATE/ TIME: ELECTRICAL SECOND FLOOR POWER PLAN 7 7 �l CORPORATION ARCHITECTURE GROUP :—.=. GENERAL NOTES: I �--- I ! ! I /.- j LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY APPROVED SHALL BE U.L. MASTER LABELED LIGHTNING CONTRACTOR. SYSTEM PROTECTION SYSTEM IN FULL COMPLIANCE WITH NFPA 780, U.L. 96A AND LPI -17S. ALL CONDUCTORS SHALL BE COPPER. DOWN CONDUCTORS SHALL BE CONCEALED ON OUTSIDE OF BUILDING. METHOD OF CONCEALMENT SHALL BE COORDINATED WITH ARCHITECT AND BUILDING OWNER. r / AN Eli CONSULTING ENGINEERS •Ismmwais S. CA ISM Phone 0 40 0 638 - FAX (400438 -1511 ■ Project O: 99272 CONSULTANTS _ i I I . . ~ - . - ' L] , , q h e o • — ART , at. E T ._ ' 4V � 1luy e . r W ' .- _ 4# • re vn�.• E_ 11111�6't Q+► R iI \ RAISED FLOOR, LOCATION LOCATION REFER S (TYP) PLANS Y ( ) I ! ®,' 1h� I d6 TO FOR .. ._..; �® - (TYP) r� �� " i GRID CONCUC BARE LINE GROUN - ORS, #2 CL (TYP) j § a r . I . i - L��fJ ,, \ , FLAG NOTES: EMERGENCY POWER OFF (EPO) SYSTEM. CONNECT PDU EQUIPMENT, AND HVCA RTU EQUIPMENT TO EPO SYSTEM. PROVIDE ALL NECESSARY EQUIPMENT AND MATERIALS AS REQUIRED FOR EMERGENCY SHUTOFF OF POWER AND AIR HANDLING EQUIPMENT PER NEC. REFER TO CONTROL DIAGRAM 1 SHEET E9.1 (TYP). $ ® ; ,. REVISIONS ISSUE DATE ; • - 2. PROVIDE GROUND CONDUCTOR CONNECTION TO EVERY RAISED FLOOR Au draw ngs and written material appearing heran constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written content of the Sabey Corporation. '^ : _ __ - - - d- PEDESTAL AT PERIMETER AND GRID LINE GROUND CONDUCTOR LOCATION -_ Q - '� _ —_____ _ •� USING PEDESTAL CONNECTIONS, T &B SERIES 3900 OR APPROVED EQUAL (TYP). 3. PROVIDE EXOTHERMIC GROUND CONNECTION AT BUILDING STEEL COLUMN AND . - 1 - =— f — -- --- -- - �- : RAISED FLOOR GROUND CONDUCTORS (TYP). -- - 0 ef EXODUS ® IG�� BUILDING A TUKWILA, WA , \ ____ ! i ri �� J r ° ! l 4. PDU POWER AND CONTROL JUNCTION BOXES UNDER RAISED FLOOR. INSTALL PER MANUFACTURERS INSTALLATION REQUIREMENTS. PROVIDE ALL CONNECTIONS AS REQUIRED FOR A COMPLETE PDU INSTALLATION (TYP). 5 . PROVINSTALLATION IDE GROUND CONDUCTORS . FROM PDU #4. POWER JUNCT ION BOX (TYP) TO BUILDING GROUNDING ELECTRODE ANDBUILDING STEEL CU CO CO UCN PERK TR MANUFACTURER . REQUI M �id _ { �., 147 \ . �, \ ` 1F '_,. - l� - ^' '`� >1 1 s� 0 ( ;1 I .,. Q z' F -•E l'i i, .. 'I i �� - Ji � . g , 9 �¢l` —, i . --,, �' to :, \ ', T� �dI , ; I 'N 6. NOT USED- L 7. UP TO 2ND FLOOR ELECTRICAL ROOMS. REFER TO !SHEET E2. 2A FOR CONTINUATION fi i_ (TYP). CONNECTON POINT FOR SWITCHGEAR GROUNDING OF SEPERATELY ° \ : .,u 1 11?E j {F`.bi ©��,JB„ o 8. /GENERATOR DERIVED SYSTEMS (TYP). SYS TYP. 3 +ni`\4 znn ( � n / � \ ` _ . -- - .... _.. .:... -- - 9. NOT USED 10. NOT USED 11. CONNECTION POINT FOR SEPERATELY DERIVED SYSTEMS (TYP). " " so lam u �m « a " -, \ I PL : . -`- — - �. r« ` / r Mae \ . J 3 ° 12. # BARE CU GROUND CONDUCTOR (TYP). DRAWING TITLE: THIRD POOR — ;� - % •+•• p « ' � r . - AHU _ = =--«R ° ° POWER PLAN � ` RIME ILR G ROUNWNW BARE CU, RIMETER OF YP) WNW AROUND ENTIRE RAISED FLOC ; IUR R I - I I 1 - 13. PROVIDE 24" MINIMUM #4/0 CU GROUND CONDUCTOR PIGTAIL INSIDE BUILDING FOR CONNECTION TO RAISED FLOOR GROUND CONDUCTOR (TYP). 14. CONTROL WIRING TO SWITCHBOARD 54 FOR REMOTE DUMP CONNECTION N.C. CONTACTS FROM ATS. 2 #16. .—� _ 1' ' i «°�«i «L ai : -'•\. '*- w `.. & I � � i. '' ° t . S I 1 E I w i� " i. n r r+-�' I CITY OF ,tlt{ s? a 0, L4 2 I l PROD RE SS DATE. E 399 a m ra ,�snai e 1:59i9927Z/CADR72hf236 CEFTEt; Il ' n '�i pM1e ° ° �� -- -� P I A ID A r.�'T r y 1 , rr, . I ««n w. : a . ■ �'.w �: . «« +I U NU • ° AN �JNU . «...w PROJECT NUMBER: 9921? m «.«...... ' `_ « � j >rm..«., I , t DRAWN BY JPB 4= --- -. - -� . 1 ... o ..., -- ..-- .-- - - -.. i -- ' �`__--/ '.. '.. _ \ ® I \ BLDG .IF C H E CK E DD D Y: "Ae DRAWING NUMBER: E2e3.A 4 /efl i tt ( Kt rt—LAN — 5LDG ;4' PLOT DATE/ TIME: I: \99CADD \ 99272EX0DUS \CAD \272E23A -DWG • -• -• Dec 15, 1999 •-•-• 1B:43:35 ' -• -• By: JEANB El► ±:i MIL IER (,RUI BARE CU, AP IMETER OF F UPS: 297" X 36" 25,570 LBS. (EA.) \WONT /// UPS 1 PRIMARY I: \99CADD \99272EX0DUS \CAD \272E23B.DWG ' -•- Dec 15, 1999 • -• -• 16:44:47 • -•-• By: JEANB AHU AHU� Y; ■iei: ■■.■ ■� y �- -- -- .w¢ - �� -�� -- --- - - - - -- L A 1- _... _ ._ • • V \ TO ELOw FLAG NOTES: GENERAL NOTES: 1. LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED BY APPROVED CONTRACTOR. SYSTEM SHALL BE U.L. MASTER LABELED LIGHTNING PROTECTION SYSTEM IN FULL COMPLIANCE WITH NFPA 780, U.L. 96A AND LP! -175. ALL CONDUCTORS SHALL BE COPPER. DOWN CONDUCTORS SHALL BE CONCEALED ON OUTSIDE OF BUILDING. METHOD OF CONCEALMENT SHALL BE COORDINATED WITH ARCHITECT AND BUILDING OWNER. NOT USED. 1 H) 4 EMERGENCY POWER OFF (EPO) SYSTEM. CONNECT PDU EQUIPMENT, AND HVCA RTU EQUIPMENT TO EPO SYSTEM. PROVIDE ALL NECESSARY EQUIPMENT AND MATERIALS AS REQUIRED FOR EMERGENCY SHUTOFF OF POWER AND AIR HANDLING EQUIPMENT PER NEC. REFER TO CONTROL DIAGRAM 1 SHEET E9.1 (TYP). PROVIDE GROUND CONDUCTOR CONNECTION TO EVERY RAISED FLOOR PEDESTAL AT PERIMETER AND GRID LINE GROUND CONDUCTOR LOCATION USING PEDESTAL CONNECTIONS. T &B SERIES 3900 OR APPROVED EQUAL (TYP). PROVIDE EXOTHERMIC GROUND CONNECTION AT BUILDING STEEL COLUMN AND RAISED FLOOR GROUND CONDUCTORS (TYP). PDU POWER AND CONTROL JUNCTION BOXES UNDER RAISED FLOOR. INSTALL PER MANUFACTURERS INSTALLATION REQUIREMENTS. PROVIDE ALL CONNECTIONS AS REQUIRED FOR A COMPLETE PDU INSTALLATION (TYP). PROVIDE GROUND CONDUCTORS FROM PDU POWER JUNCTION BOX TO BUILDING GROUNDING ELECTRODE AND BUILDING STEEL COLUMN PER MANUFACTURER INSTALLATION REQUIREMENTS, MINIMUM #4 CU CONDUCTOR (TYP). 7. UP TO 2ND FLOOR ELECTRICAL ROOMS. REFER TO SHEET E2.2A FOR CONTINUATION (TYP). 8. CONNECTON POINT FOR SWITCHGEAR /GENERATOR GROUNDING OF SEPERATELY DERIVED SYSTEMS (TYP). 9 NOT USED. 10. NOT USED. 11. CONNECTION POINT FOR SEPERATELY DERIVED SYSTEMS (TYP). 12. #4/0 BARE CU GROUND CONDUCTOR (TYP). 13. PROVIDE 24" MINIMUM #4/0 CU GROUND CONDUCTOR PIGTAIL INSIDE BUILDING FOR CONNECTION TO RAISED FLOOR GROUND CONDUCTOR (TYP). 14_ CONTROL WRING TO SWITCHBOARD 54 FOR REMOTE DUMP CONNECTION N.C. CONTACTS FROM ATS, 2 #16. KEYPL4N - BLDG 'A4' F Y CORPORATION ARCHITECTURE GROUP' CONSULTING ENGINEERS ® -- A Ent 04a.0w6A/■0 ra Jww, n15112 %wrr 1 6 -6 58 8 f1% ( (4 .8){58 -1511 Project #i 99272 CONSULTANTS REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work A the Sabey Corporation and the same may not be duplicated, used or disclosed without the written ^.oncent of the Sabey Corporation. DRAWING TITLE: PROGRESS DATE: 11/19,99 FILE: 1-r99r99272/CAD/212112315 PERMIT CENTER PLOT: PROJECT NUMBER: 99212 DRAWN BY: JPS CHECKED BY: JF . APPROVED BY: RAWING NUMBER: PLOT DATE TINE AIFA JECH EXODUS 0 IGCP BUILDING A TUKWILA, WA E2.3.B ELECTRICAL TNIRD FLOOR POWER PLAN cny ngF r yL LA ; 1 ann-ruronru le■ ren,rrx-o■ num, 4_4_4 44 1300 4-4-4 1 4-4-• - .1 I j :0 , - 0 - . 0 0 . 0 K - 0 - ' .' r , • ECF Tir : i - 41 ' i ------- _H: ,-:, !* : , .. , ..1 . ii ! ; ___,__ 4! ' '..';, ....;.,, ' ' 41 :. :,1,,,; . 41. , ... - • !--> . H..0 ; ' i'01 ' : .0: 01 , . . • .4, , , .4 i ' - .'41 4 ! !Oi , . 4.: , - 4' ! ; .1 : . , - '4' ' , !+, . ' 4. , . ;4: ' 14, I Ty*, ! ' !SI . .4! 1 1 api '"' ' i'' , ' 4 ' 4 ' ; '4' i ' t . ' .-A . ' '' ' , :'-', : ':, . 4 1 , :• , - ? . : 4' !i 11,4.3 w-ecs ...4. .404 444 .4 w I t: C t:- i t-- I tL- t- t,.- I t:- ..L . 7- , . I ' ' -'''''', - -0'4.4 ,,,,,, :."...,-,--- _._ _ , "------, . 1 : i 11..1 i 11,...11 ; - ... ; ,-----" IT--, H '. I ' 1 ■ —,---,-- ------ -- ..— re__ , — .__ __ -----1',....,-,:,.:_E Eir ' i 1 -',' F --- 0 -- 4 ° l '*i i fii i - i 4 1 .. 0 ! : — - - 14■Th , 0 , on L , :r 4 lAti 1: T i 4, 1 - I 10-.8 111,-.111 Ti..._. 7 ' i , .. . _ . 10-.7 ! : 1 ---1- 1 • • 1 0 L-14 4 I/ CORPORATION ARCHITECTURE GROUP M AR TECH CONSULTING ENGINEERS ✓ FY Sabo ...A t% Olt ▪ (08).41-11300 F. (408).6-1511 Project #: 99272 CONSULTANTS REVISIONS Ar-44 Ai MI ista , 71' ISSUE DATE NI drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the same may not be duplicated. used or disclosed A thout the written consent 0 the Sobey Corporation. INTE2NATIONAL GATEWAY COQP0OATE F'AO: PACIFIC HIGI-1WAY SOUTH TLKWILA, WA EXODUS DRAWING TITLE: PROGRESS DATE: FILE: PLOT: PROJECT NUMBER: DRAWN BY: JPB CHECKED BY: JUF APPROVED BY: ROOF POWER PLAN arY nEr 7' ',N.,- CENTER DRAWING NUMBER: PLOT DATE/ TIME: E2.4 'c i ' -" i . •i". , i i- - i : ' 'i :" ' ' ... 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' ) ' 11r,$) . • 1 I ) 17r,S 1 i ) ) 1 117r,$) ( '; ) , ) 5p,o 1 : 1p cf Vi '- . - - -- - ---... : , 2o,b 2a,b ! 1 01 1 01 -7 --..'' , , '•,11: , - LI - - - 4- - - - -I- + ' i 17r,s: 1 1 ; -- 1 - ;cr,;`: t,,,,,, ,5p, 1 . . 15p,q, I . - ' - :1 1 • 1 . 1 :1' !II '1. ... , , !. ,!', 2b 2E 2 tP_!!--' -- -j --- ! --- .--. - ' ;, -F- t I'M -1-: ' ; --11,-;:--i,-- + -1- . j 1 . 1 2) -- lad" o 10 10 1 0 I 2o,E 2o,b 2o,b 2o,b 2a,b 5alil 2E <- ..v f - r 7 1 7 / i i l I . _i_i _Lir , 1 , 1 ,._ i, 1 s-aar __ ...„ __,_ - 7 , _.,-- .- - , ' I- ■-• Wm -I- - •••• -. - -4.7r,s-i ' .), h5r,T1 -' '---: ------- --,-, - --- - ' , ' ' 1 ' 1 ' 1 • 1 ' i 1 1 ' -r 11 - 1 01 1 01 1 01 01 A - I 1! !! 2a,b 2a,b 2 E 1 01 , 1 1 GENERAL NOTES: KETPLAN - BLDG 'A' BLDG A ARCHITECTURE GROUP ALFA JECM CONSULTING ENGINEERS Eat ft.... 117112 Phone (.0436-0300 FAX (408)436-1511 Project #: 99272 CONSULTANTS 41 ? 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PLOT DATE/ TIME: 41110 EXODUS 0 IGCP BUILDING A TUKWILA, WA CRAWING TITLE: ELEC,12/C,4L SECOND FLOOR LIGHTING PLAN oFWvitA 1 7 t32L PROGRESS DATE: FILE: I - - - - - , , - 1 - - - - - - - - -c,,-4 - = -- r T - - - - 9 1:1, - - - - T - :=71 1 I - 1" ; T . T • T i i I I 1 I i 1 1 t j I 1 . 1 1 I i 1 I i 1 i - 1 - , 1 1 -, - 1 - 1 - F----+---- + - +-4 ' I-- + -'-f- . -F ' --- ' -I- -I I 4,1 1o,b I ci - 71=3 .. -t 'f-_,- _,. ..,,, • ...._ _ L . : ; , • r --- -I, . t. ' I ' I 11k 1 I i _441," I I ' I r -1-- - - -1- - - -.7:- - - 7, 7 h li , ,T . - . 1" ;i:; ;, ,g , I ; r : ± .1 - i -_-, : 5eii , r , . . , : 5ef . :,..!,-, , - -... . 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PLOT DATE/ TIME: 41110 EXODUS 0 IGCP BUILDING A TUKWILA, WA CRAWING TITLE: ELEC,12/C,4L SECOND FLOOR LIGHTING PLAN oFWvitA 1 7 t32L PROGRESS DATE: FILE: I I 1:\99CADD \99272EXODUS \ CAD \272E43A.DWG Dec 15, 1999 I-- . 1656:14 IRVINGW ----- ,, _____ ', 1 : 1 r: - ___ - 7 - 77 - r a- l, E t t- - 1 . 7 : t, rn E-', 7- , 5i,,,,,', - 1 13k,I 1; ; ' 1 , 3k1i 1 1 3 1 0! I iiiiiii : __Ea 7,2 i - 1 - - " 1"," 7 771 ; r - 7 "1 .7_7177 7•7 t 1 ' 1 • 1 1 1 1 i 1 1 . 113k.E 1 ; I I - - • - - - - - - - - • - • - ; ; 17 • 1 iv ' 1.5tn 13k1 ' 13k,I- , - r ir 1 :HA: L 1 - - - iL I ' 1 I f 1; '1 , 7p, , F ;.:r 2o,b - - 1 .. 5m,E 1 15 15n,i- '-' 1 1 1 1 13k,1 13k,I 1 1 13k,I • t1,,j 1 JUN 1 11,,j *)!? ti ,n 1 131,J 1 113k.I 1 1310 1 I 11 I I IlL) 1 11.1 1 1 , I ' 1 11' 11 ( 1 I •I r I 1 I i t _IL__ 1 ,1 1 I_ 4_ ___ 1 t - I + +I_ -L - -L L. _I_ c - -r - - - 1 : 1 1 I , I I 1 iti,i Tr' t L -4- . 1- 1 / I ; 1 I I r . J. 1 I I- 1 - 1 : 1 , !-, ; ; H ; • 1 , 4- , U, . 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KEYPLAN - SLOG 'A' ARCHITECTURE GROUP CONSULTING ENGINEERS V Pa In. lott 9,01 So Jaw Cl Phone (400436-8300 FAX (Pas)436-1511 Project #: 99272 CONSULTANTS REVISIONS ISSUE DATE JECII All drawings ond written material appearing herein conslitute the original and unpublished work of th e Cab, Corporation and the some may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. • EXODUS 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: CON VPL i tZtviLA PROGRESS DATE: 11/19199 Jc.t 1 19E1 FILE: 1,99/992/2/CAD/272P12BERMir PLOT: PROJECT NUMBER: 99,272 DRAWN BY: J195, W CHECKED BY: JF APPROVED BY: DRAWING NUMBER: PLOT DATE/ TIME: E4.3.4 ELECTRICAL THIRD FLOOR LIGHTING PLAN _ _ ---- 9 ,h 9 - 3b,E g q,h 7e,f i s .7e,f - I- ' • i 1 7e,f i . 1 i Sc,d . 5c,d c ; °' E PANEL 3H 1 1 ° , ' 3 1, . 4 " i "-- .° la b I ° I II II L I I I I 1:11 . er I -- al,; GM' Et - ' '' ' ' ' -- --i-=--: .T 7 7 77 T 77 771' -'. r 77- 7_71 7- 7 7777 7 77- 1 77 1. . r - I - - 7 7 7 7 7777 7 77 °7_1 1 9 h 5c,d I 1 '5c d , , I 3a,b I : ' 1 3a, 1), 7: . 9g,h 1 , 7e,f 1 , 7fg,f ' 1 7e.f I 1 . .5c,d 1 I tr , . 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II I , _ 1 - , l ': f., , .1 ,_ i , ri_ 1 '' !Li , ; It' I i I T1 ., .,- 1 ' 1 • ' ' ' '' . - ,i _ • ' i• •; ,' ' ' - ;,' I - 11 ; I-- ; -L •--,, -i-i ---- ..i....,,_,.1--- .1. , _..L7:. -.J , : - , _ I I 1: 99CADD 99272EXODUSWD 272E43B.DWG Dec 15, 1999 16:55:28 By 112\41.1GVI I I 5 I I I I ■ 1 °I la,b [ oJ 1a,b I .1 la,b I 1a,E la,b LI 1a,b I 1a,E la.b 101 1 o,b I ° I lo.b 01 la,b 101 I °I 1 o,b 3 lab I °I lob la,b I 01 a,la I ° I la,b 101 l o.b I a l 1 o,b 101 r - - - r7f - 1 • .1_"" -4 " 7 1 - '5°1,1 k T: 7 " 7 7 °' 3° 'II 1: 11 - - f - + Fr , V 1 I . ; ; 1 ; . ' T ' 1 ' 1 - 1 Ir T "- _1.4, - .1`, I 7e,f I -I- , - r- ' GENERAL NOTES: KETPLAN - BLDG 'A' IEY CORPORATION ARCHITECTURE GROUP 0 LFA JEC CONSULTING ENGINEERS EatlIniv.1.38,303 lie.C■15111 oaajus raz (405)436 Project #: 99272 CONSULTANTS Ei REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the originol and unpublished work of the Sabey Corporation and the sorne may not be duplicated. used or disclosed without the w,ten content , the Sabey Corporation. DRAWING TITLE: ROWING NUMBER: PLOT DATE/ TIME: • EXODUS 0 IGCP BUILDING A TUKWILA, WA E4.3 .B ELECTRICAL THIRD FLOOR LIGHTING t.LAN CITY OF TUKWILA PROGRESS DATE: IV19/99 ISP, FILE: 1,99/992 PLOT: PROJECT NUMBER: 99212 DRAWN BY: 1W CHECKED BY: JF APPROVED BY: r - r - - T1 rT — T' - - E I I I I I I = , =3- -I- — —I— — -{ F- + — -i— — -4 I I I I I I I I I; L_ J_ J_ J- WSJ L _ L -4 rT — T - H I I ii -- T T' - T -- 1 i i I I I a L - — — + -- I I L J- _ ___L_ FT °- --� L __I_ _ _L J L J- - J- - J d r T T — T - T1 r - I 1 I 1 I I I I I ! I 1i 1 I L J J_ J_ J_ _1_ J L- _ J r T T T - 1 - - T1 r - T - L_J-_ I I I I .7 I 11 - I I I I i I 11! I: \ 99CAD0 \99272EXODUS \CAD \272E52.DWG • -• -° Dec 15, 1999 •-•-• 16:49:08 • - ° -° By JEANB r - I I I I I I I L J_ J_ J- J_ J_ J- J f —T— - T - T - T - T - I rT T T T' 1: ^`' 1 I I I I i I I I I I I I - - -1`: -- + ±._._.J-_ —1 -_ .- Lr f— Jr_ +_±_ -1- -- I I. ■ —r — I I I ° I I i - - __l - J L- J_- .L -.L -J L_1_- _L- J - -J__J .._ 1 I 1 L- _i_J_ -J r — T - T1 rT - T - T - T - - I r - T - T - T - T , I I f i I I I . - - r - T' - T " 7 r7 - T T - T - T - 1 rT - T - T - T - T - i rT — T - - I I I_ I I I I I I I I I I I I I I i 11 1 I -� - °r� I- T — ± — +— T - -H F-*— ±— — -- -J I- I I I i I I I I I I I f I f ! I I 1 I L_J - -.J_J LJ_- __L.- J_ -.L -_LJ LJ_. --L -! __L_ _L L! _1_ _ r" I i r I I - I 1 1 I I ! I I L _ _1__ -J__J l -i_ L_y:_.� 3IAPU'ER n rSf; i i 1 1 r - T — r I i I ! I f I L_ _ J_J - - -�.. r - T - 1 rT - T - T - T - 1 rT - T - T �T - T'l fI j I I I I i I l I i I f i I I li f I r''_ F + - ± 1'- ± ±- -I- --♦ . 1 ± ± H --- f - - { I I I I I I I I L % I I I IL. vl L -_�_! -J_J L! - J_- .L -� -J LJ_- �___S_-- 1 -_J-J I 91 rT -- r T_T rT- T -T1.d` re�.� I I 1 I I I I I I I 1 b d -- °_=:' L___J_- 1- J - -_L.J LJ___I_ -J_J } - ( ' T - T — T 1 ( I i I I I L- -L --L_ _ I_J 1 ! 1 L -! - .__L_ I ! 1 I t -' I I 1r - °---, -- I I. GENERAL NOTES: FLAG NOTES: r 7 -- T - - I I ef ic y — I — ! I E SSS I ir T T - T - - i II I I ! _ __L_ J___ _1_ _J SECURITY SYSTEM PROVIDED BY HONEYWELL. DIVISION 16 CONTRACTOR SHALL COORDINATE ROUGH -IN FOR COMPLETE SYSTEM. 2. FIRE ALARM AND VESDA SYSTEM PROVIDED BY VISION. SYSTEMS. DIVISION 16 CONTRACTOR SHALL COORDINATE ROUGH -IN FOR COMPLETE SYSTEM. 3. TELECOMMUNCATION CABLING PROVIDED BY EXODUS. DIVISION 16 CONTRACTOR SHALL COORDINATE ROUGH -IN FOR COMPLETE SYSTEM. 1. PROVIDE ROUGH -IN BOXES AND RACEWAYS FOR SECURITY /ACCESS CONTROL SYSTEM AT DOOR. CONFIRM REQUIREMENTS PER HONEYWELL SHOP DRAWINGS. 2. SECURITY SYSTEM VIDEO SURVEILLANCE IN THIS AREA. CONFIRM REQUIREMENTS PER VISION SYSTEM SHOP DRAWINGS. 1 E5.2 KEYPLAN - BLDG 'A' DATE PLOT TIME 3. TELECOM OUTLET. PROVIDE ROUGH -IN BOX AND 3/4" RACEWAY ONLY TO CEILING SPACE (TYP). ► IP BLDG 'A' ARCHITECTURE GROUP CONSULTING ENGINEERS n eat tar. n••. sk O that. 10 -swo ''R% (/06)x36 -i31c Project #: 99272 CONSULTANTS REVISIONS DRAWING TITLE: DRAWING NUMBER: ALf A TECH s. CA 10112 ISSUE DATE All r s and written material o herein constitute the on not ono may n shed work of the used r disclosed o and the same may not a duplicated, used or Corporation. without the written content V the Sobey Corporation. • EXODUS 0 IGCP BUILDING A TUKWILA, WA ELECTRICAL SECOND FLOOR SIGNAL PLAN CrtV RECEIVED PROGRESS DATE: II/19/99 lu , FILE: / 19a PLOT: PFAMIT CE, PROJECT NUMBER: 99212 DRAWN BY: JPB CHECKED BY: JF APPROVED BY: 7 f- L \99CADD \99272EX0DUS \ CAD \272E53.DWG •— •—• Dec 15, 1999 + —• —O 16:50:01 • —• —• By: JEANB ti GENERAL NOTES: FLAG NOTES: 3. NOT USED. El= L 1. SECURITY SYSTEM PROVIDED BY HONEYWELL. DIVISION 16 CONTRACTOR SHALL COORDINATE ROUGH —IN FOR COMPLETE SYSTEM. 2. FIRE ALARM AND VESDA SYSTEM PROVIDED BY VISION SYSTEMS. DIVISION 16 CONTRACTOR SHALL COORDINATE ROUGH —IN FOR COMPLETE SYSTEM. 3. TELECOMMUNCATION CABLING PROVIDED BY EXODUS. DIVISION 16 CONTRACTOR SHALL COORDINATE ROUGH —IN FOR COMPLETE SYSTEM. , PROVIDE ROUGH —IN BOXES AND RACEWAYS FOR SECURITY /ACCESS CONTROL SYSTEM AT DOOR. CONFIRM REQUIREMENTS PER HONEYWELL SHOP DRAWINGS. SECURITY SYSTEM VIDEO SURVEILLANCE IN THIS AREA. CONFIRM REQUIREMENTS PER VISION SYSTEM SHOP DRAWINGS. KEYPLAN - BLDG 'A' A E Y: 1 CORPORATION ARCHITECTURE GROW' BLDG . • DRAWING NUMBER: ALFA TECH CONSULTING ENGINEERS 97 -. :•e a`. bol. Sh p>3 5� Jer. 4 012 F. (.o}M - , 5, FA% (wa!)<Se -111 Project #:99272 CONSULTANTS REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicoted. used or disclosed without the written content of the Sabey Corporation. EXODUS q q."0k14 I 0 IGCP BUILDING A TUKWILA, WA DRAWING TITLE: ELECTRICAL THIRD t :LOOK SIGNAL PLAN E5.3 GT7' OF UKw r 4 PROGRESS DATE: II/I9i99 QF T 1 FILE: 1:/ N9/99272/CAD/172TDUS Lthrt, PLOT: PROJECT NUMBER: 99272 DRAWN BY: A'S CHECKED BY: JF APPROVED BY: PLOT DATE/ TIME: SPLICE AT J -BOX (TYP) EPO SIGNAL FROM 3/4 "R -9(/12 (TYP) FACP - CK TS 1,2.4 FACP /O AMPER CONTROL INTERFACE CKT 4 -IR EXODUS STANDARD EPO CONTROL STATION MANUFACTURED BY SAYWER'S CONTROL SYSTEMS (TYP) RESET SWITCH ZONE 1 -1 SW ZONE 1 -2 SW 4 ZONE 1 -3 S RED PILOT LIGHT W TH NAMEPLATE (TYP) HVAC EQUIP SHUNT TRIP CKT 2 -13 EPO SWITCHES E.1 ZONE SWITCH PANFI ELECTRONIC EQUIP SHUNT TRIP CKT 1 -1 ELECTRONIC EQUIP SHUNT TRIP CKT 1 -2 ELECTRONIC EQUIP SHUNT TRIP CKT 1 -3 FM200 GAS DISCHARGE SIGNAL - CK TS 1,2 SUMMARY ALARM SYTEM 2 I INTERFACE CKT 4 -IR EPO TROUBLE SIGNAL TO 2 FACP (POWER MON) 120VAC_ POWER 2 (CIRCUITS A & B) EXODUS STANDARD EPO SYSTEM CONTROL PAN KEY OPERATED PUSHBUTTON (TYP) PROVIDE KEY OPERATED PUSH BUTTONS, SQUARED CLASS 9001 TYPE KR131 WTH KA CONTACT BLOCKS. PUSH BUTTON OPERABLE ONLY WITH KEY IN LOCK. KEY SHALL BE REMOVABLE IN LOCKED POSITION ONLY. PUSH BUTTON SHALL BE LOCKABLE IN EXTENDED POSITION ONLY. PROVIDE HEAVY DUTY PILOT LIGHTS. PROVIDE NEMA 1 ENCLOSURE WITH LOCKING HINGED FRONT DOOR, WITH KEY SWITCHES AND INDICATOR LIGHTS MOUNTED ON FRONT DOOR. PROVIDE ENGRAVED NAMEPLATE AND ENGRAVED LABELS FOR EACH SWITCH AND LIGHT, TO BE APPROVED BY ENGINEER PRIOR TO MANUUACTURER. PROVIDE TERMINAL STRIP FOR ALL FIELD WRING ENTERING ENCLOSURE. LABEL EACH TERMINAL (TYP) Lc- I \99CADD \99272EXODUS \CAD \272E91.DWG • -• -• Dec 15, 1999 • -a -• 16:52:03 • -• -• By: JEANB N N "-MASTER EPO SYSTEM CONTROL PANEL MANUFACTURED BY SAYWER'S CONTROL SYSTEMS 120 VOLT CONTROL CPO CONTROL CABINET EPO ZONE SWITCH SYSTEM DIAGRAM NO TO SCALE RTU -1 FAN SHUTDOWN RTU -4 FAN SHUTDOWN DAMPER CONTROLS SPARE CONTACTS EPO ZONE 1-1 P0014 SHUTDOWN EPO ZONE 1 -1 PDU1B SHUTDOWN EPO ZONE 1 -2 PDU2A SHUTDOWN EPO ZONE 1 -2 PDU2B SHUTDOWN EPO ZONE 1 -3 PDU3B SHUTDOWN EPO ZONE 1 -1 PDU1B SHUTDOWN EPO ZONE 1 -2 PDU2B SHUTDOWN 4 T C7 -1 C7 -2 C7 -3 C7 -4 C4 -1 C4 -2 C5 -1 C5-2 EPO ZONE 1 -3 PDU3A SHUTDOWN fi.. C6 -1 C6 -2 1 EPO ZONE 1 -1 PDU1A SHUTDOWN $ C1 -2 C1 -3 G2 1 T C2 -1 EPO ZONE 1 -2 PDU2A SHUTDOWN � C2 -2 C2 -3 1 EPO ZONE 1 -3 PDU3A SHUTDOWN -}4- C3 -2 EPO ZONE 1 -3 PDU3B SHUTDOWN C3 -3 EMERGENCY POWER OFF CONTROL CABINET. NEMA 1 ENCLOSURE WITH HINGED LOCKABLE COVER, RAIL MOUNTED CONTACTOR /RELAYS. TERMINAL STRIPS FOR ALL FIELD WIRING. ENTERING ENCLOSURE, WITH WIRING NEATLY ROUTED AND SECURED. LABEL ALL TERMINAL STRIPS FOR FIELD WIRING TERMINATION ELEVATOR SHUNT TRIP CIRCUIT r- BREAKER DISCONNECTING MEANS LINE VOLTAGE TO ELEVATOR LOAD I , L J ELEVATOR MACHINE ROOM AND SHAFT HEAT DETECTORS (1351 LOCATED WITHIN 18" OF EACH SPRINKLER HEAD NOT TO SCALE TIE -•RAP MC CABLES TO RAISED FLOOR PEDESTAL, BUNDLE PER NEC 310 -15 NOTE 8 FOR ADJUSTING FACTORS FOR (4) CURRENT CARRY CONDUCTORS PER CABLE WITH THHN CONDUCTORS EACH (TYP) RAISED FLOOR (TYP) OF RECEPT OUTLET (2) L5 -20R IN 2 -GANG BELL BOX (TYP) NOTES: PDU SECTION DESIGNATION (EXAMPLE: SECTION -1) (TYP) PDU UNIQUE CIRCUIT FOR EACH RECEPTACLE OUTLET, CONTRACTOR TO RECORD ACTUAL CIRCUIT NUMBER DESIGNATION AT RECEPTACLE ON RECORD DRAWING SET AND PDU PANEL INDEX DIRECTORIES (EXAMPLE: "PDU2B- 1/35 ") (TYP) 24V AC SHUNT TRIP ON MAIN BKR ELEVATOR DISCONNECT LOCATED IN ELEVATOR EQUIPMENT RM ELEVATOR / SPRINKLER CONTROL DIAGRAM POWER DISTRIB CENTER H 4' MAX NOT TO SCALE PROVIDE ADHESIVE LABEL, BLACK LETTERS WITH CLEAR BACKGROUND AT EACH OUTLET NOTING PDU SECTION NUMBER AND CIRCUIT (EXAMPLE: "PDU2A - 1/23 ") (TYP) NOT TO SCALE f 6' MAX --- 2A1 -AA 2A1 -EE 2A1 -BB 2A1 -FF 2B1 -CC 2B1 -GG 2B1 -DD 281 -HH P DU NUMBER DESIGNATION -/ (EXAMPLE: PDU2B) (TYP) - / RAISED FLOOR PEDESTAL (TYP) FLOOR STRUCTURE HOMERUNS FROM UNDERFLOOR RECEPTACLES TO PDU'S WILL BE ROUTED VIA PERPENDICULAR "HIGHWAYS" WITH CABLES BUNDLED AND ATTACHED TO RAISED FLOOR PEDESTALS (TYP). TYPE MC FLEXIBLE METAL CABLE 4B10 & 2 #10G (TYP) Ci) UNDERFLOOR OUTLET ASSEMBLY WIRING DETAILS (TYPICAL ) RECEPTACLE. TWIST LOCK SPEC GRADE, HUBBELL SERIES IG2310A OR APPROVED EQUAL (TYP) CABLE HOME RUN FROM UNDERFLOOR RECEPTACLE TO PDU AS INDICATED VIA PERPENDICULAR "HIGHWAY" WITH CABLES BUNDLED AND ATTACHED TO RAISED FLOOR PEDESTALS, TYPE MC FLEX METAL CABLE, AFC SERIES • ISOLATED GROUND STEEL CABLE WITH #10 STRANDED CU CONDUCTORS FOR PHASE: NEUTRAL AND GROUND (TYP) ED UNDERFLOOR OUTLET ASSEMBLY DIAGRAM (TYPICAL) o EY CORPORATION ARCHITECTURE GROUP REVISIONS PLOT DATE/ TIME: CONSULTING ENGINEERS sf Swim act 9a /1m Sa ba U Olt Man* (4014511-8300 FAX (408)438 -1911 Project #: 99272 CONSULTANTS DRAWING TITLE: PROGRESS DATE: FILE: DRAWING NUMBER: A TECH ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the some may not be duplicated, used or disclosed without the written content of the Sabey Corporation. INTE2NA TIONAL GA TEWA CO2PO12A TE PAQK PACIFIC WGI -IWAY SOUT1 -I TLKWILA, WA EXODUS PLOT: PROJECT NUMBER: 99272 DRAWN BY: .IF'Ef CHECKED BY: . JO_F APPROVED BY: ELECTRICAL DETAILS DIAGRAMS I`.rtv ��ENNE"1WIL� I,T mom 1