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HomeMy WebLinkAboutPermit D01-028 - EXODUS COMMUNICATIONS - WALLD01-028 Exodus Communications 12301 Tukwila Intern'l B1 pity of Tukwila Community Development / Public Works • 6300 SouthcE ?ter Boulevard. Suite 100 n Tine:: il,i. n 0- q188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 092304 -9367 Permit No: D01 -028 Address: 12301 TUKWILA INTERNATIONAL BL Status: ISSUED Suite No: Issued: 03/15/2001 Location: Expires: 09/11/2001 Category: AOFF Type: DEVPERM Zoning: Const Type: Occupancy: OFFICE Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERED Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: RAINIER VI Wetlands: Slopes: Y Streams: Contractor License No: SABEYCI033KM OCCUPANT EXODUS COMMUNICATIONS Phone: 12301 TUKWILA INT'L BL, TUKWILA, WA 98168 OWNER SABEY DAVID A & SANDRA L Phone: 206 281 -8700 101 ELLIOTT AV W, SEATTLE WA 98119 CONTACT ROBERT SORENSON Phone: 206 - 277 -5220 12201 TUKWILA INT'L. BL, TUKWILA, WA 98168 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206 - 281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 ** r*******************.***************************** k** * * * * * * * * * * * * * * * * * * *k * **kk * * *k *k Permit Description: ADD SCREEN WALL TO ANNEX - EXTEND EXISTING SCREEN WALL. ***************************************************** * * * ** * * * * * * *k * * * *k * * * * * * *** * * ** Construction Valuation: $ 35,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Slzetln): .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 ********* r******************************************** k * ** * * * * * * * * * * * * * * *** * * * * *4 * * ** TOTAL DEVELOPMENT PERMIT FEES: 5 8 'k6.71 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************** * * * * * * * * * * * * * * * * * * * ** * * ** * * * * ** Permit Center Authorized Signature: 'N '" Print Name:__e_L Lt' i11 Ilia I 'l (_< _ Date: ''.3" (206) 431 -3670 -� I hereby certify that I have react and examined his permiir and know the same to be true and correct. All pro.H1 ons of law nd 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 perform ce of work. I authorized to sign for and obtain this development p r i - L l f, Signature:_ G Lt { � A i -( Date: t /5 f 6 I 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. iir '.")F Addl'er..: 12301 Tiii IN Su Tenant Toe; CiEVPPF:m 4007ied • Parcel #: 09ZW4-9;67 A Airk*.thtt t A Ick.a, .4 ie te A, le 4 44 4, 4 4 14 A 4 • • 4 4444oksiiii 4 44 4 44 4 4 4 4. k 4. 4 4 4 4 't • 4. Permit Conditiorc:: I. No chanoe4*. wiH be olade to the L1:3:3 m En9ineer and the ruiwila Buildino 2. When suecial in:&pection is , 'eoul ,- ed either the . architect en9ineer sha! noti. the Tukk.ii.k Division of abboihtwent of adence. the first buildin9 insoect,ion. 1 .7pies .111 inspection ti':* t.. .zut,ried to he But Division in a tlitielv manner. R?oort: shall , :o;Ito/ Proiect ne.me. p nuner Ai)0 tv0). performed. 3. The special instflector shall suoill a Stating whether th wor to the best of the insoecto. knowledi)e. in *:oillorance with approv t.‘,13n2.. and 5.peeirriol: worLmanshlp pro4isioi ot.' the UPC,. 4. All don:tructioh to t •k%roe in cc,n10. Plans and reduireilents of the Ynif euild; (1S Edition) as ameftded. ;Jr Mechar.i and Wa:hinoton State Eler 1 :ode S. Validity of Per The issuan.:e r.?;p1t oi' aoor,_ plan: . ano ..yha;! be strued to be a berit 30 avor37 of any of the provision:, of the build :ode oi ary other ordinan.:e of t0t 4( 1.f_HJr r. Ne t give authority to yio1.4%t or cani:el thte thi! code shall be valid. 6. All st;'uctural weldin9 lhall he done welders and special insoected (U60.: - 7. All hi9h-strehqth Li t sLa:I ihsrected - Sec. 306(a)6), I hereby certify thar I have read these c:,..)nditic arid with them as outlined. Ail orovision‹. of !aw and ord this work will be com with. whethec hrein The 9rantin9 of this per does. not presume r...: .1I've 3uti iolate or can 71)0 pcovizions of any fit.c w..)el reoulatin..) . ,--- -.1. ,,, ,,- -1forplance of , ..irl - %. / r 7 `..7i9natuce: Print Nam-i!: 1 Project Name/Tenant: eiD!>I1 i» Site Address: i7- 3D/ 7 cm pJ74. i3 4ileo . Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing 0 MMotel /Hotel ❑ Office ❑ School /Callege /University Other 7i4 Cd71./ 7;02— t Valuelpf Construction: 5 D9O, r City State /Zip: ` 4 /G$ LGc- Tax Parcel Number: 9 z3 4 h ne: �20 8� G 7 CO Fa #: ) PAZ - 915/ ?• ) Pho 2'E( ?4/ ProperttxOwner: / /� /Or7ivh/fer � 76� c/�37 Street Address: City State /Zip: /1 I ra/Z 41 /2-.0 /4/ 7c• /31. g fi/4 d Contractor: 6 24 - 7 t nIS - 74-11 72 DA) Area of Construction: (sq. ft.) t' /b MI. Street Addre / 2440 ?,t144/i t /N7 Z i3 i.• Cit State /Zip: /6 Fax • ( L6.4 Lb / - zo Arch'tect: _ 9 - /c -- i9- / -7 7 City State /Zip: 96/6 6 Ph e: rZ ) ve I- 970o Fax #: 1 C 2 ) U I - a5 2.a Street Address: /2- 2.,/ - 77/,--1-d/ 4 -s t 1i1/7L. 4 . $01 Engineer: � G2) n- De34n/ 6.f.m4, Pho (f29 c7 Z 7-�l99J Street Address: City State /Zip: 5/2- (7/} s7^ S # 2v z /4444 -69r 99,33 Fa ZS) 8 ¢f�5v Conta Person: /,a6 4 F h✓ Ph ne: �z6 , L77- SZ 7-tJ Fa #: 7-v4 Zfi/ -4 La Street Address: /Z.2..D/ Tl/4/..t,// [. _/,tj7 . /1.-. Cit State /Zip: B /6 8 Description of work to be done: /97,4, S ea ) key.), TO /?J,//if _ e7 7 g' S 7,, J, 4-71.--leY7" 14/79,--4.0 Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing 0 MMotel /Hotel ❑ Office ❑ School /Callege /University Other 7i4 Cd71./ 7;02— t _ Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School/College /University Other Os7 9 t/7 "-- Will there be a change of use? ❑ yes L' no If yes, extent of change: (Attach additional sheet it necessary) Will there be rack storage? ❑ yes rWilo Existing fire protection features: E! sprinklers ❑ automatic lire alarm ❑ none ❑ other (specify) Building Square Feet: e z 3 existing Area of Construction: (sq. ft.) t' /b MI. Will there be storage of flammable /combustible hazardous material in the building? ❑ yes E no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUp '"i'ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvements/ Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT RECUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews ma be determined b the Public Works De • artment ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Flood C ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ 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 Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applicati "- --0 i N. • LEASE SiGN BACK OF APPLICATION FORM CTPERNIIT.DOC 1/29/97 ontrol Zone Date applic ex Tres: f FOR STAFF USE ONLY Project Number: Permit Number: DO% O Z3. �Q J ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Applicatio r}. a'<en by: (initials) BUILDING OW , OAT HOR/ZED AGENT: Signature: Y / Date: z1/4— , 0/ Print n me /e _'' '..s , o Pho 6) 2.77 -22-r2 FaxC /_d97.t9 Address / 2 71/,k.441/1,4 /ill-A- 4L, City/State/Zip 98/66 ALL COMMERCIAUMULTI -FA V TENANT IMPROVEMENTIAL rµ*ATION PERMIT APPLICATIONS I141/BE SUBMITTED WITH THE FOLL . ING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER y' ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ U 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. ❑ Er 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. ❑ a- Indicate proposed construction of tenant space or addition and walls being demolished ❑ erConstruction details El /" ❑ L` ❑ CI gr ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I H.VE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TbIE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 * * 4 * * * 4 * * ir h -4 8 'f -4 f 4 f A' . 4 4 k t 4 .8 . 4 - 4 8 8 I 8 h4.4.414*.4't CI1Y OF TO W 3 Li-4 W 1)() - ctk8 T r' r. )4 ******* **8*-8*-4*. 414.441.44444 444 4444c 4 4 4 4 4 414 `i TP.P0E413.1 t4prber k ;1 crit.: ' , C i P vine n 1t thud : C 11 C #7. 4; 10 n (-E) E _ YR. 4 • •••■• 4. 44 . ■••• • • • 4- •••• 44 44 4 4. • • 4- 4 • .• 1 (1 r t 14 0 1 .: T o o 0 I: R p :4 f P t 7 tr C. el No: (9 0 -• "..; q te 1141 :I s I .3 r ti N (4 I !: (r t) 4 F:4 L I o I r h 1 ■• e n t .4 ,) ,:s r , t: LL 0!3t •3 t . 1 i■ rt ;: 4 * * 4 * * * .4 * 4 4 * * * 4 * 4 8 .* * .4 ,44 - 4444 4 4 44 - 44m4444.1 . .444.4:44 , 44 ¼ * * Account Cude I. e r i pt . 1 n c, t• n 1, 11)0 13 1.: 1 Lt)S N b 11 ) r4 t; -- :717, • 1..:; 07 ' lc) ,77.; v*************************hk*****titAA CITY OF 11.1LW3L4. WA DO 1-02-b 4 ****************A***********h*AAAA:4A8ANA*A4 *hAAAAAi4 *:(Ak4 n4 1 .t*8 TIONMIT Oumber:J0100150 Amount: / Paqment Method: CHErlt Outation: coNiraucrt Permit No: 001-02Q DEVPERO DIP)ELOPmEN! 'ER' Prcel No: 092304-w,J67 Site Ad(Jress: 12301 TUKWILA lorcaoorc000L fiL f;!u.71 This Payment 319.9 rot.ii OLE. Pnt: Account Code Desicrivtion Am.,:unt 00 0 / 3 4 3 . 6 30 MEMMUPPg%1MWVA%, ')2./.11 171.0 TOTAL COMMENTS: (20 )(:--- ; I ----) 1 ‘A. !:::' - P-f. + - * 1 (A - - 1 ‘, ..1 • A "'' . -..` ,l3 44-r• Y'" t 1 t`.l_ in-l" Ceti L "r.- n( i • INSPECTION NO. INSPECTION RECORD Retain a copy with permn CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431,36670 ;n4. Project: Address: I Z 301 r 'L gI „J. Special instructions: q :15 -, 10 „ , Type of Inspect} Date called: Date wanted: j f , Requester; I It Phone: Approved per applicable codes. ❑ Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: (4,- 7 . Type of Inspection: ��i , 1 , ( . '"i. % 5 Address: .3/ ' 1 Date called:,,. ) Special instructions: t '( / � " / Date wants 1 Requester. Phone: ) ) (/i - INSPECTION NO. COMMENTS: Inspector: LI INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431- R Approved per applicable codes. ❑ Corrections required prior to approval. ,/4 (9, $47.00 REINSPECTIO /FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: l o) ir. L v on I , T e - s G�.. t !r Address: f P3 I ate called: Special instructions: (€.c- /, Date wante 0 / a.m. l p .m. 19 eF: 2 k left Rhone: \ I n rr � r-C 0 — LA t r , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3 5;1 Approved per applicable codes. [] Corrections required prior to approval. COMMENTS: Inspector. S4 INSPECTION RECOR' Retain a ropy with permit at 6300 Southcenter B ' 21 ` i"114.4")/ Date PERMIT NO. REINSPECTIO E REQUIRED. Prior to inspection, fee must be paid d., Suite 100. Call to schedule reinspection. Receipt No: Date: Reid iddleton Date: June 28, 2000 File No. 26-00- 005 - 003 -01 Enclosures: No. of Copies 1 Remarks: Duane, 728 134th St SW. Suite 200 Everett. WA 98204 425/741 -3800 (Fax 425/741 -3900) To: Duane Griffin From: Ferron smith City of Tukwila 6300 Southcenter Blvd., Suite #100 cc: Tukwila WA, 98188 Project: Exodus Communications (901 -028) Original Calcualtions Final approval letter Original Full size stamped plans 8.5x 11 Copies of approved sketches T AILATf331KITT.g.L MCIMMICIECto Description Action Requested: ❑ None ® For your Records ❑ For your Signature ❑ For your Review and Return ❑ Other: Date Required: Enclosed are the appropriate files. This project had a very small change to the top of the wall, and it was shown via 8.5x11 sketches. These have been stamped as they would be if they ere full size drawings. Reid iddleton March 6, 2001 File No. 26 -01- 005- 003 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Exodus Communications (D01 -028) Dear Mr. Griffin: Sincerely, We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are the drawings, structural calculations, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Kylie K. Yamatsuka, P.E. Project Manager bjr \26se \planrevw \tukwila \01 \t003r 1.doc \fps Enclosures cc: Bob Sorenson, Sabey Architecture Ferron P. Smith Design Engineer Washington Oregon Alaska Enginterc PlaFtuerf Su nt e} brc Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 February 6, 2001 Sincerely, ciSyma l �� Brenda Holt, Permit Coordinator encl xc: Permit File No. D01 -028 City of Tukwila Steven M. Mullet, Mayor Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Department of Community Development RE: Structural Review Exodus Communications — (D01 -028) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 RECEIVED CITY OF TUKWILA PERMIT CENTER DESCRIPTION STRUCTURAL CALCULATIONS FOR EXODUS TENANT IMPROVEMENT: ROOF ACOUSTICAL SCREEN WALL INTERGATE WEST BLDG. A TUKWILA INTERNATIONAL BLVD. TUKWILA, WASHINGTON POGGEMEYER DESIGN GROUP, INC NW DIVISION JANUARY 29, 2001 PDG JOB #01004 • ,..,', '\, c\,s- . , J\\ '' \\ ' _, ;— ) , • .• , ; FEB - 9 2001 I CONTENTS I._` >\ - ,•;\ tAys , ',;-•;. ' ...---:-.,:_ L. . .-- ---°- ..... CALCULATIONS Cl — 01 GENERAL NOTES AND SKETCHES SK1-SK17 Do 1-.02.8 r,..,.. ,„;(../ . , ......__ • . • .. •. . •••• POGGEMEYER . _ . DESIGN GROUP CONSULTING ENGINEERS , 0.80(49 t_ 0 7. PAGES Poggurneyer Dewy' Group. 111i 512 Sixth Street South. Suite 202 Kirkland, WA 98033 (425) 827-5995 _ . Fax (425) 828-4850 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland. WA 98033 14251 827 -5995 • Fax 14251 828 -4850 Made by 54 Date t / .24 / 01 Job No G! DO Ll Checked by Date Sheet No - C ' Description Job Name k .. \ „__,,....., 2,,,y Arta rt &12e2S eAb Di 1 Gli) C 2t fta;4 u4 ll Nr =) frOD 3'-O" b LuD p ' 3 psF 32,6 p5F ("Ad; c,I- i trt<. - ! G o e,1 = 13 psi ONp/H N.a274R !cirri uoC P- Ce C is p.: (I.1/45 )0.3)(16 )(1) i.ho u,r t�, l-- d will r rtp1 *13, nRrG L rig? cia_ POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827.5995 • Fax )425) 828 -4850 Marle by M Date '(a6 /al Job No. Of DO 4 C? t Checked by Date Sheet No C Description Job Name D CCOU 5 7=1 124 sca.aory T ,l 1 ■.2 X o • _ P/N To, jr X= eav - ,, f-'mmcH Po r r,7 rt W U Q N O cO u. Ili 0 U- < N LU W U � o1- WW L 0 w 0 Z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland- W 14251827-5995 • Fax 14251 828 -4850 ')8033 Made by Date i / a6 / ol Job No. OICb '- Checked by Date Sheet No (.. Description Job Name L xetou ri /t - S Min) Banc le ox k noic & is 5sO( T /-p Loo( wri4 1-=.1 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland. \5'4')8033 (425) 827 -5995 • Fax (425) 828.4850 Made by Date 'NM Job No 010011 Checked by Date Sheet No / / Description Job Name C'Xvom n G/ SC all „J 3 ' 23 -e ■ Q q -4 --e Pt � 7Kt/5 (,UIO) r. 5 2, = (1.1(32.6 YIS) - 7 344 lb Rte. (14)(32,6)(15) 3 0 I ,h a = a06 / b 4— ¢- 4- 374 rsF pi, (r,r /9,3 lb POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland. WA 98033 (425) 827 -599 • Fax (4251 828.485(1 Made by `rte Date 471101 lob No �b Checked by Date Sheet No e Dc;cnption - 5 Job Name t T •s! . eve,,,,,,, Low-ca daifet." +i i• «x"�" t r�,"^4.u^ _'u�T' s�ee+Yk'^$, �ro of s .=; y,� } »'s a , k t.i.. a.? . � ... . BeAc G = Dcti4tt. L/Xy x 'y_ r, n to/ t � 1/ P OI N T e if 4+ ?8 T I� i2 2z.* " it. 0 d (z600> Z8 70 ICZ co ; 46 8 an/Ott: ftc P'trp 1z77Lis Y X (o5 Sb F /°tue2 Near = %2 Ho? -3,68 ,N t aY = g, o 8 ' Sx= 2.09 IN3 ►N 6 r 673L Ib //, L/7 1j 0570 IL �• r G , lc L f = , 7� CEY Z 8nbC 9 r7 7 1,79 2 Y Z Poggemeyer Design Group, Inc. BY: SA Page: 0100 L I _ Date: 1/26/01 Job No.: Job Name: Exodus T.I. - Pacific View Bldg A I Location: Lower Brace (a) Equation E2 -1 Equation E2 -1 Equation E2 -2 Combined Streses per ASD Chapter H - Compact Sections Column Octfi , (-11 I x`/x K= 1 L = 130 inches r = 1.25 inches MIA/ KUr = 104.0 Slenderness Ratio ( <200) E = 29000 ksi Fy = 36 ksi Cc = 126.1 Fa= 12.47 ksi Fa= N/A ksi '(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 5.13 kips A= 3.88 In "2 Mx= 10.26 in -kip Sx= 2.09 in ^3 My= 0 in -kip Sy= 20.9 in "3 Cm= 0.85 E= 29000 ksi fa= 1.3 ksi Compact Yes fbx= 4.91 ksi Fbx= 23.76 ksi fby= 0.00 ksi Fby= 23.76 ksi F'e= 13.8 ksi Equation H1 -1 term 1+ term2+ term3= 0.11 0.19 0.00 0.30 OK Equation H1 -2 term/+ term2+ term3= 0.06 0.21 0.00 0.27 OK Equation H1 -3 term/+ term2+ term3= 0.11 0.21 0.00 0.31 OK Poggem Design Grou Inc. BY: SA ' Page: C . 7 Date: 1/26/01 Job No.: Job Name: Exodus T.t. - Pacific View Bldg A I Location: Lower Brace (b) Equation E2 -1 Equation E2 -1 Equation E2 -2 Combined Streses per ASD Chapter H - Compact Sections Column 4,;:;r6- `I"x /4 K= r= KUr = . U co v)u- w U Fa= 17.95 ksi CY Fa= N/A ksi '(only applicable if the Slenderness Ratio > Cc) w Z LU 1 43 0.795 54.5 E = 29000 ksi Fy = 36 ksi Cc = 128.1 inches inches - r� Slenderness Ratio ( <200) O w D d t MI uj g P= 2.565 kips A= 1.94 in ^2 IL. 4 Mx= 5.13 in -kip Sx= 2.09 in"3 Cu . Z My= 0 in -kip Sy= 20.9 inA3 U Cm= 0.85 E= 29000 ksi P p z Combined stresses per ASD Chapter H fa= 1.3 ksi Compact Yes fbx= 2.45 ksi Fbx= 23.76 ksi fby= 0.00 ksi Fby= 23.76 ksi F'e= 50.3 ksi Equation H1 -1 terml+ term2+ term3= 0.07 0.09 0.00 0.16 OK Equation H1 -2 terml+ term2+ term3= 0.06 0.10 0.00 0.16 OK Equation H1 -3 terml+ term2+ term3= 0.07 0.10 0.00 0.18 OK POGGEMEYER DESIGN GROUP CONSULTING ENGiNEERS 5t2 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by Date PX/e t 10b N0. N O0 `I Checked by Date Sheet No `' Description C- r„ GGIt'1 Job Name EX S 7 om it Qru -cc r 63. 1 1 ° P t, pa. 3 2,3'=" ;s ( = .21 7 it) --- 78 2 /6 cosam = 1794 lb - R3 war = ) 5g 1 11 723 lb D ovi x 3 x!y C s ►ttar I vo onK 7o 6Acx 1 ?,63 5x = 1, 6 L /N 3 r J47 psi ri= ' 1 1'7= I irs Poggemeyer Design Group, Inc. BY: SA Page: 01oo(1 Date: 1/26/01 Job No.: e_ 7 Job Name: Exodus T.I. - Pacific View Bldg A I Location: Upper Brace (a) Iwo Equation E2 -1 Equation E2 -1 Equation E2 -2 Combined Streses per ASD Chapter H - Compact Sections Column L= r= KUr = 0crve , 1• 1 161 1.07 150.5 z ~ w CZ 2 00 w o w w0 u.? - Fa= N/A ksi w Fa= 6.60 ksi '(only applicable if the Slenderness Ratio > Cc) 3 V W vo o - 0 t 111 u F P= 1.75 kips A= 3.63 in ^2 .. z v M 3.5 in -kip Sx= 1.82 inA3 N My= 0 in -kip Sy= 1.62 in "3 Cm= 0.85 E= 29000 ksi z 1 hc3 x f�, E = 29000 ksi Fy = 36 ksi Cc = 126.1 Combined stresses per ASD Chapter H inches inches Slenderness Ratio ( <200) fa= 0.5 ksi Compact Yes fbx= 2.16 ksi Fbx= 23.76 ksi fby= 0.00 ksi Fby= 23.76 ksi F'e= 6.6 ksi Equation H1 -1 terml+ term2+ term3= 0.07 0.08 0.00 0.16 OK Equation H1 -2 terml+ term2+ term3= 0.02 0.09 0.00 0.11 OK Equation H1 -3 terml+ term2+ term3= 0.07 0.09 0.00 0.16 OK Poggemeyer Design Group, Inc. BY: SA Page: 0 ( 00 Li Date: 1/26/01 _ Job No.: c -ia Job Name: Exodus T.I. - Pacific View Bldg A I Location: Upper Brace (b) Equation E2 -1 Combined Streses per ASD Chapter H - Compact Sections Column single 4x3x1/4 K= 1 L = 54 inches r = 0.651 inches KUr = 82.4 Slenderness Ratio ( <200) E = 29000 ksi Fy = 36 ksi Cc = 126.1 Equation E2 -1 Fa= 15.08 ksi Equation E2 -2 • Fa= N/A ksi '(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 0.875 kips A= 1.815 in ^2 Mx= 0 in -kip Sx= 1.62 in ^3 My= 0 in -kip Sy= 1.62 inA3 Cm= 0.85 E= 29000 ksi fa= 0.5 ksi Compact Yes fbx= 0.00 ksi Fbx= 23.76 ksi fby= 0.00 ksi Fby= 23.76 ksi F'e= 22.0 ksi Equation H1 -1 terml+ term2+ term3= 0.03 0.00 0.00 0.03 OK Equation H1 -2 terml+ term2+ term3= 0.02 0.00 0.00 0.02 OK Equation H1 -3 terml+ term2+ term3= 0.03 0.00 0.00 0.03 OK POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • fax (425) 828 -4851, Made by W4 Date I426f00 Job No. D 1 00 Checked by Date Sheet No. DescnptIon Job Name L�rrOvb T SCia0 am 1 I C t vNs A-T 1V307 A3s 34'0 3 "0 Ira # t b t/Kc AMcM ) S I f 117 - 6.8 1C ref or A 3Ds :X," 0 s D a-rti 'L (c,vnxC n / keefra ow 7' r F = S 1 l9, K ✓oK 1 0 1 era i ( " L. 13.1 Kos Vol( avtittr Srfc,t11 (9.6 +c;o s Wes POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202.• Kirkland, WA 98033 1425) 827 -5995 • Fax 1425) 828-4850 Made by 5I ► Date ' I Zlio f Job No. 0/ OO Checked by Date Sheet No Description g l„6 "`� S c>2ee4.\) Job Name 6 y0 OS 8(241c E ApC0441.6 6 7241r0 Ra- DuCTicw - -_,__ 3•!, 1 ..�' 4,1x9xi w/ 6q) x x 31t IN 4 Pci = 21,5 144.5 S, un, Hicnitzeo t h,;,.o L oo O 3 7L Wit L6.. £l Sc AB 0) t XG \N al x w a,9 vv W T PCB DesTo Ihvo Qok /1 C a) _ ,.: 6 " a . � 4 f cz = K,)0.3 ( TR3 t 1= 6.20, 7A C4$ - Z CliPc = ►.s —0?. IL/, (b? 6 (v (Li) `' . 6 (c, 5 `' 6.4 V O U) o U) 11J � w 0 a U o no i- ww u' 0 W z u� 0 z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland. WA 98033 (425) 827-5995 • Fax (425) 828 -4850 Made by stei Date 1/2740/ ( Job No a ( LI Checked by Date Sheet No C - / y r _ Description Job Name Exnxus Ti MG e .x) . B mrza tr0 Lc C at 11..4/ t &-4o ci ✓ IQ."IS (I,4(,38) (l.v) c fc < cP Vs 75( 1.27 w Vu 5.8 (i.zf) _ 3.6500.7) 5.9 Z c<< , OS" ("VA (s 615) '112t ,70z] 75 1.0 , 7,36 '-tr ` 3 Cw= ( I �(j � i ns < 2 1.3(7) < � �� D POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by SA Date I f u (o i Job No. () loot( Checked by Date Sheet No Description n ' rGI�I scfu•*I Job Name r )cciovs , / xr R3 —, 4 (1,s z �-- 15 Il = PQL ( +4.) 2n L : Oetsi Ib)( 1 (8 +/o jr4- ) Jr c ai & 3-k P q, ( -et - ) — 1415 ( 10 _ �`� ) 2(Al _ 1 gL /e lb aga reu I 00 • ° � F � w 0 u_Q � a w O 0 p ON w u. o tu z v -u2 0 z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828 -4850 Made by Date I / 1 ( Job No. ei (not/ Checked by Date Sheet No. - /5 Description /46 � . Job Name t �� r'.. /Os r Crime TL6L ( ri01 (Pc Z,31 (A. / 1 — z,GB T /,1iattr- _ ,t6 = 6 (3r) " 2 a I ) <5; < G ok Pvefrot v :.tIS k n /" r Y t /a/c Ltmtt cw = (61-13)01)(15 i k ;es 7.' /ear 1(10 Gft — 3'1 S' iD 6 � S la; (R,F' - k (1z) F , Li w 3,2 • )(5; Fly Aar bp*) Pti• fox = g,6 1(, j4s 2,8 x,�as ( te,,,rssic -N ) INs /ee 71cAr .upcsr -r POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland. V.A 98033 (425) 827 -5995 • Fax (425) 828-485(1 Made by • 9 Date l 6fol Job No 0 ) Checked by - Date Sheet No /war Sa Description Job Name QCv�7t) ---1.1 n 'Rif c 1' • CROSS r u C `° CMS f inn') e onvr M,44a I,s (pit,/ v4444 rzy 'i7 o crttt d tier/ viva fir CASE ( *01 61,,.1t•Z) )1 i4 1 y � apiu r c fts r lven 1`10M Ervr = P (75 ) MN is - K - — U'nric't /Loo • fry( //wet; 1 -TrLANsp ro ow by St /)2 •n /R,vt: -r *o, , 5 Tyr t?''nn, 11,2147 / 3,75 Z l POGGEMEYER DESIGN GROUP CONSUL1ING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Ntdde by SA Date , I No. 0100 Checked by Date Sheet No C. j Description a 6 Job Name r-a, � 1-6;2 Gebss Tutor:' Tanwei 6.6 A 2,59 ; :z s = t/, / riu 3 V -- ; Allutcl - iNbS tcs; Mir a 7,9 Crz. S �► -- `'� tl = 4crtasS po- ,Nnrlfttan") Z3 Ks; A 3c7 slv, :t► 1 1�Il HI laps Mmc Vio = P6a4cE = 2.8 k,p < < / , enc- . �OK t© • POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 14251 827-5995 • Fax (4251 828-4850 Made by Date / 1 /0?6l of Job No. DI cog Checked by Date Sheet No. i - /8 Descnpaon n-ri� flt' &rU -sal Jot, Name EXtrOo.5 1.1, G)cir 166 &tom/ Glttqc Rorrti S11L Oct s riv DL fool ) L0+40 • acotnricnt Posr l5 ' cz w O L F LLl, 0'"0 /m1 o= lir(IS' = 2A7 Kps J W Pfia2_ I Is' - 1 4 Ut r+ L 7b)4a�tJ I atnrrtwr W CSC ( $) = ya I !3 p3F (1) = P-13 L/ - = S (3) = I S I&,/F1- 1 98 1 5 /PI- POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by 54 Day.. Job No. o, apt] Checked by Date Sheet No if / .I Description Job Name 1x 'Ot15 �--1 -- /24n U 3SPsp l, w*Art( p2t �fi floor s e, = .116s (16`03-) .3..6 (321-1 Z srls 3,e6 4- 6 Sop L .5(isa?) +- Sc', — e. e 6 141 P lg x _ (`1 )(6) -- 04s1.4)(4- y5 -k uJ I tl x 2-;) olpor ) ALT- so 31-14 Altd ,f14ttr �o Gr cam, k ( � 11 �� / 6I 7 3" 435. k so A l� K ,i /Wow' Io = 3S LI Cps >> r (1)°"`A- `A _ (93 (S) = t/6 S 4 i POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by S Date Job No. , of oo l Checked by Date Sheet No. , r Description Job Name oxcIoUb 7:1_, PIO 0 C1f02lc 9 6 ell �r (DL +• Lt..) �► Holm- _ t4 4-2t 4p L cf"r -+ CO(.. r l� - 7.6 1eI 125 It 3,6 111 k ( II ( I 2N1 4 - 56 _ C79P 0" I' = PIUI✓y2 4 ye. r 1 P.iw4' &met/ V1,cr t,, t Is' 5_71( ( +SO+ Is)(Z (s) +- Cps + 5 7)(x_ )(C) hunt. w 4- , 33 (5,7)(30) > t4 S�w a ' el POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Date Date Job No O'Opy Checked by Date Sheet No 4. Description Job Name E I r,,JS 71. 12 tn6 cqu MAle Dap (6) k Sr 7 0Z) J 33,7 K:rs geltr it (, ,, B 0 w 'YD' It CAP 46 = 77' k s )) At i< qc 4/ • INFILL EXIST/NC:. OFENIN( - ____ 4 11 EQUIPMENT SCREEN WALL TO .3 ABOVE I-14;4:7 EalIPMENT. ADD ACOUSTIC -PANELS -TO INSIDE OF: SCREEN WIN TUROOF.7,5E.E. DETAIL 5K-AI132 775K-A163. • P.* • . . • ; . • ' , ; •••• tuc A - PROJECT DRAWING TITLE ISCI..E"CLL • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. - • • —„ S BEY ARCHITECTURE SCALE FILE • S”,• l• i": DRAW!' Jc Cr Z J I ' 1 I JOB NUMBER DESIGNED BY 01004 SA GENEI,IIL NOTES CODE: UNIFORM BUILDING CODE NBC) - 1997 EDITION LIVE LOADS WIND 80MPH EXPOSURE C SEISMIC ZONE 3 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 STABIUTY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. POGGEMEYER DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH ST (:_T SOU1H, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827 -5995 FAX (4.'5) 828 -4850 BRAWN BY ML CHECKED Br DATE RB , 1 -29 -01 "9 NAME EXODUS T.I. INTERGATE WEST - BUILDING A TUKWILA INTERNATIONAL BLVD - SEATTLE, WA SI( - wo; • 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WOR'' 4ND HE SHALL BE SG. f RESPONSIBLE FOR CONSTRUCTION MEAN -, 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 BUILING 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. POGGEMEYER DESIGN GROUP 512 6TH ' tU ' r SOUTH, SUITE 202 KIRKLAND, WASHINGTON 99033 (425) 827 -•5995 FAX (425) 828 -4850 JOB NuuBER DESIGNED BY DRaKN BY 0100. SA ML I NORTHWEST DIVISION CONSULTING ENGINEERS 1 13 NAME: EXODUS T.I. IN TERGA TE WEST - BUILDING A TUKWILA INTERNATIONAL BLVD- SEATTLE, WA CHECKED B, RB DATE 1 -29 -Oi ■ SHEET NUNBE GN2 1 1 B NAME: JOB NUMBER 0100 n il ■ CONCRETE 1. REFERENCE STANDARDS: ACI -301, ACI -318, UBC. MINIMUM CONCRETE STRENGTH (28 DAYS): DECK TOPPING AND SLAB 4,000 PSI 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. 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 305R FOR HOT WEATHER. COMPLY WITH ACI 306R FOR COLD WEATHER. CONCRETE INSERTS CONCRETE INSERTS SHALL BE MANUFACTURED BY HILT) OR APPROVED EQUAL. SUBMIT ICBO REPORTS ON ALL FASTENERS. WELDED WIRE FABRIC WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. SPLICE LENGTHS SHALL NOT BE LESS THAN ONE SPACE, NOR 6 INCHES. REINFORCING STEEL 1. REFERENCE STANDARDS: ACI "DETAILING MANUAL" (SP -66); CRS, MANUAL OF STANDARD PRACTICE (MSP -1) POGGEMEYER DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH ';Tf ELT SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827 -5995 FAX ( -125) 828 -4850 DESIGNED DY SA DRAWN BY ML CHECKED BY RB DATE 1 -29 -01 EXODUS T.I. IN TERGA TE WEST - BUILDING A TUKWILA INTERNATIONAL BLVD-SEATTLE, WA Sx � S}�EE1 NUMBER GN3 JOB NUMB 01004 2. MATERIALS: REINFORC "' STEEL: ASTM A615, GRADE 60 REINFORL FIBERS: POLYPROPYLENE FIBROUS REINFt„<CEMENT 3. SPLICES AND LAP: LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. 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: 1. 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: RECTANGULAR TUBE STEEL - ASTM A500 GRADE B GALVANIZED (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, A325 -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 1/4" CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. ALL STEEL AND BOLTS WITH EXTERIOR EXPOSURE SHALL BE GALVANIZED 4. REMOVE ROLLING LUBRICANTS AND OTHER MATERIALS THAN INHIBIT APPLICATION OF SPRAY APPLIED FIRE PROOFING. STRUCTURAL STEEL WELDING 1. CONFORM TO THE AWS CODES D1.1 AND 01.3., AND USE ONLY CERTIFIED WELDERS. WELDS NOT SPECIFIED ARE TO BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. -" POGGEMEYER DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6Th SIPE:.' SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827 -5995 FAX (4 25) 828 -4850 ., '3 NAME: EXODUS T.I. INTERGATE WEST- BUILDING A i o■111111111M1 1 -29 -01 TUKWILA INTERNATIONAL BLVD- SEATTLE, WA i SHEET NuMBER GN4 ' ^4 NAME: JOB NUMBER 01004 INSPECTIONS REFERENCE STANDARDS: UBC 108. INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY THE BUILDING OFFICIAL. CONCRETE: 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 WITH UBC 108. SPECIAL INSPECTIONS SPECIAL INSPECTION BY WABO 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. POGGEMEYER DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH SIRFET SOUTH, SUITE 202 KIRKLAND. WASHINGTON 93033 (425) 827 -5995 FAX (425) 828 -4850 DESIGNED BY SA 1 DRAWN 6'i ML CHECKED BY RB DATE 1 -29 -01 EXODUS T.I. IN TERGA TE WEST_ BUILDING A TUKWILA INTERNATIONAL BLVD SEATTLE, WA Ski SHEE1 NUMBER GN5 ALTERNATES: ALTEI NATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW. JOBSITE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE 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. SHOP DRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF REPRODUCIBLES FOR REVIEW PRIOR TO FABRICATION FOR THE FOLLOWNG: I. CONCRETE REINFORCEMENT STEEL. 2. STRUCTURAL STEEL FABRICATION DRAWINGS, IF THE STEEL FABRICATOR'S SHOP DRAWINGS DIFFER FROM THE BUILDING OFFICAL APPROVED DESIGN DRAWINGS, REDESIGN DRAWINGS BEARING THE PROFESSIONAL STAMP OF THE ENGINEER OF RECORD SHALL BE SUBMITTED TO BUILDING OFFICAL FOR APPROVAL 3. MISCELLANEOUS STEEL FABRICATION DRAVVINGS. SUBMITTALS SUBMIT 3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: A CONCRETE DESIGN MIX B CONCRETE INSERTS C EPDXY ADHESIVES 0) GROUT POGGEMEYER DESIGN GROUP NORTH DIVISION CONSULTING ENGINEERS 512 6TH STR:EI SOUTH. SUITE 202 KIRKLAND. WASHINGTON 95033 (425) 827 -5995 FAX (425) 828 -4850 JOB N OE9GNED BY 01004 SA DRAWN BY ML s CHECKED BY RB DATE 1 -29 -01 "9 NAME: EXODUS T.I. INTERGATE WEST - BUILDING A TUK WILA INTERNATIONAL BLVD - SEATTLE, WA sx ) SHEE NUMBER GN6 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by M Date 11636 to i Job No. Checked by Date Sheet No. 5K 2 Description Job Name � \_GroUS ra n t2c., SCiw- , x it " /5 oc f3 2.C( AT • = P N Toitur X: et/Ace .,. cH PoINr 1 p/Plc/ t, GC RN LAY00 r y- aloft All Sil'E'L -t L3alr3 SOH br 6a,vmvize, POGGEMEYER DESIGN GROUP CONS11ULNG ENGINE 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425 ) 827-5995 • Fax (425) 828 -4850 Made by S4 Date 1/25/c / Job No. O f oo y Checked by Date Sheet No SK 9 Description Job N.Irn' X✓ fl V. 0US . airt6 Scat , olr CARNE25 SC2t1J I N IHxz2 (n/P) POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • fax (425) 828-4850 Made by SA Date /be /01 Job No. oloDy Checked by Date Sheet No SK /D Description Job tJame C Xc uPPS QWC /mteH p��Z � erfri L 3 • D- 4 A307 • • • / 2 /cE c o l v i v h z 7 1 ' & i o b L-""7)4 -i 1/45 coNc S uls W W F Notr - AwA, ,O ,r q - Nn ► LocMiaW Pit:) O n p I) .- ft rEft wit 0,-2 Neu Lyx3x / a a i►t L y y /2ept 430 wnf Ewsrt itt. % x9 x9 Id/ &) q5 x 3" VVHS 5 N �• w tDvsr. // ✓erco Typc3 ;?tlsok POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 14251827-5995 • Fax (425) 828-4850 Made by 10) Datt: , / i 1/26101 Job No. Di 00 Li Checked by Date Sheet No 1. II Description Jol, r Mine 0001.41 7--/— ReA S waili • ., 1 441.44* , oort- P- 4 x 5.")( z 4.?6 .,. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by Date I i j /01 Job No. 010 Checked by Date Sheet No $/C /2 Description Jot, Name ca/S 7;7 Rah S c/1 i f2- Lix`4" -pP 02A -t,C CoNN l: GTl or.� TS 4Xyk 1 /44 3/ t' O A307 tim,r- * -- Qtmcc i sfrr / oc Louvre pthtn fir- Lxis77'3 Q C le 411 49 � ‘C Douac L iX3x 11 / q Omit. LIJI w U UQ (I) W N LL w LL N w ZF 112 w z � O POGGEMEYER DESIGN GROUP CONSU1Ti :G ENGINEERS r >12 Sixth Street South, Suite 202 • Kirkland. WA 98033 (425) 827 -5995 • fax (425) 828 -4850 Made by SA D ate 1 /91/o1 Job No oico Checked by Date Sheet No. SK /3 Description Jut t4,tme tincro us r `ttrr Scizeo., I n S Apt Coe// r Zg V CMe 3Z 51411 Sc R WALL - 1011 PINt2 err STAN 3 DAXS 111 11/1011 . A IMCN W 1711 111th f - 2'1 Ia wg y Kwix -Pro SC! 64,13 /IT L vat Ly, LY? Suppcvr A t t cc A TP taL CV(3147 ON tsiarrlt, Sutttrq ) VEnlFy (' H oW ecitrio4 R 30 Qmr {- RefkAcE w/ 3,4" Q5 A32S . TyP fir H I I Lo wax. ?41k TM 04 Pony 13 l ( Vy ,r L YxyXk (Lswt 2 43 4te) Lo wtn. eruuc E s yrin x , 1 : 1 4 , 0 1 ) , /136 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, V/ (425) 827-5995 • Fax (425) 828 -4850 98033 Made by c^ ! ' i Datc //�9r Job No. 61004 Checked by Date Sheet No. sU +� /1 Description Jo; :1. sme G'�caro✓s 71! . /ZetA So i 1J VEnlFy (' H oW ecitrio4 R 30 Qmr {- RefkAcE w/ 3,4" Q5 A32S . TyP fir H I I Lo wax. ?41k TM 04 Pony 13 l ( Vy ,r L YxyXk (Lswt 2 43 4te) Lo wtn. eruuc E s yrin x , 1 : 1 4 , 0 1 ) , /136 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Date I/28101 Job No. O t O0 `I Checked by Date Sheet No 1K / 6 Description rink '4X rYP EV/11 -7 r w) d'w E t -TrACH Lac/m.0 O�au�4 A '2 r.4 octi tp C C POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 818 -4850 Made by c Date Ibaq /01 Job No 0/009 Checked by Date Sheet No CI( /G Description Jut, Name .)0/0c)& 71. 0-txrA S 0-1V NO 7 4 4 O 4367 4- - NtW L A I C g X Yq v Oazfi i A+va (t' 4f--- k)C i7r,74 IDaveit *AEC II Nu. W O 15 � a L 2 a ' 1> • O 0 • 1-- W W v L O Z O Z ea At e C 0 tIrftt.T1'cry 6-1 CO2 ,+te-2 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425/827-5995.• Fax (425( 828 -4850 Made by EA Date 1 i s -�I!o1 Job No Uiooy Checked by Date Sheet No. SVC /7 Description Job Name 0(03 0 5 n • fletA 6G2 aPi N.L 7yP 7 A:12- bOu J STRUCTURAL CALCULATIONS FOR EXODUS TENANT IMPROVEMENTS BUILDING A, DESCRIPTION NORTH ANNEX SCREEN WALL 0 B POGGEMEYER DESIGN GROUP, INC.(<,`�' NW DIVISION Calculations 1- 27 July 25, 2000 PDG JOB #99095 F Ea' - 9 2001 � !1 .1 r) r r DESIGN GRO! A' CONSULTING ENGINEERS D of -oz� PAGES txpolas OCTOBER 24 cr,l- (.; "t4Tc A/A POGGEMEYER Kirkland, WA 9803.3 (4253 827 -5995 Fax 0253828-4850 r )wici ever t),..' GIoI.;(r Ir. 512 Sixth Street South, Suite 202 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827-5995 • Fax (425) 828 -4850 Made by (4) q, 7 dor> Job No. 770Y6 Checked by Date Sheet No. ' Description Job Name rx s +_!. Me &ne GUI / I DL rCN Cain-rain /q7 v3C /30 - Stra, — &tic w,D eo = TOmfl'i Euf,,c 20ive 3 (P1, t6 Svie co (I Tiler smn - y psr ; I = Lsp ss p6F POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828 Made by Do Job No c i 9 96— Checked by Date Sheet No Z Description Cm, /4 NOON fiivivi• Job Name E )(7,0 03 71 ScM 1/4", r_ fq'- " /rt. PM.4 V i E,9A) N Awky X X E N EvY Sc( UN cm 11 ( ref 06 (fro) 13' At3nt- A-1~ removr- ce 2 Q 0) W CD LL. u i 0 co 3 W LU t) 0 — 0 t W u j ° o . z Cu to o POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251827 -5995 • Fax (4251828-4850 Made by SP Dal, 7 / /9 /co Job No J9d6 Checked by Date Sheet No Description uCT(enl ,241 /1 Job Name LXtr0 Nv2TH Annvt X Wi'.0 L Ce, C 7s lw (I (.3) (/1.4)(1. 3o. Psr- jorlt� I Qt.-14 _ (II )(3 7) = yv 7 Y.4- ti 3 7' - L/ " N LA U " C — i, " ct it wwO IL•v 12 ' y Ce � C fs " - /. 1/3 1.0 1 6 40 178 .� 135 / (tree c) ( f,n*fx --f 1 1 ( QRsIc Feet POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland. WA 98033 (4251 827 -5995 • Fax (425) 828 -4850 Made by Si) D<Ii 7/17/up Job.No 71,09s, Checked by are Sheet No Li Description Job Name c'Ou5 T/, *Pill {P e £f en V Ii 13 - rye Tver S1a�t r r� 5 f £/6 / C c; S r9( r,- nnneDo, afp r 3 USC 1 110 Y 3 46 J • 3eq spices = a7' omit, O B X'I X 3/8 (c rJ );vetel ,/ ntl o;NenS �i i J! 11 J 1 1: aaO (37) 310. Rz ; ov ; (3i) vsfyla aJ �� 6G rro ( S•.1Tt c, r 30 .36 141 d' : t"°-/. (3. cUs Jo.t(6.5) pay P -1 G qio POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland. WA 98033 M25/827-5995 • Fax (425) 828 -4850 Mdde by 519 D . 71 19 /irU Job No c1 0 .5.., Checked by Date Sheet No (- V Description 0 APAvDe Job Name [ xoov . n CC ( et' ,u 0.4 it Ix` /x ' C/tt€u toJr"k r t yX Ity � 1 � 0 `' 5 4, 0 Syr. /S: s" ho3 > S r `2 44 4 1 s %. 84 21.3 a g .. c rrt-r- 0 PIS, W w T$ S kLI k 4 8 (i n 341 " N,t Tj (�WIK QQ`T E ,1640 k i " 65,37° C ''tw vra I , ) POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (4251 828 -4850 Made by SA D " 7/ Job No. c /7093 Checked by Date Sheet No / 6 Description Job Name E YES 7'I. /M 17 T71 A /Trite S (,f'e,) ()om' If if /�71 Kwi%enr If' ( A) pees g,rrww4.004 1 4j As Plano" Pa `:/ 3//„ j A 307 tots / ��j7c )L 1 2 " '2. • rs 'i qx • II A 3 X y X 01-10" • 1/ 14 (-/ ,7i I(,, /IELlot'r 7I , 31" a e mIRD q ( '.1) P /Act=s TYP � is tool X 1 4 OP) 6 t ' CSR (Typ ) /✓ NP 66 fNNLX P12A PtT POGGEMEYER DESIGN GROUP S Made by D Da,. J , Job No Checked by D Date S Sheet No Description Sc r et & Wit-11 - n n rtl A, Job Name AlmlieurE Demt i � et O Wp"F1 c eioCXas43 t,-.3 et/ l ns2ni f„t.ier , µ011 rid IZ (c CIA I1 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by Da, 7 1 ) y h Job No 79,095 Checked by Date Sheet No Description Job Name .t 714 1 7C �� O t ��n PIPE r ' 61P n ib POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828 -4850 Made by „4 Da,. 7 /� / Ire Job No � Ofd Checked by - Date Sheet No Description �, L , crcre, W 11 Job Name &Yoo r• l Moan, Aritvt,OC M N i 4 / Elf p n 2, nr `�' r 1 Y? > • • • I, Czl , /qx'C y j 6 1 Nt-?rTJ Scrcr,'J u /1t (. __..___ 6" • POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425).827 -5995 • Fax )425) 828 -4850 Made by SA Da«. 7 ?v/vc> Job No ( 7 0 /6 .- Checked by Date Sheet No 10 Description r ,� Cfeen, w>alI Job Name ; x75 n. NON Jhv,>f atin4 t/ H ;,,*• 0 > 1 1 1 I I I I I 1 I I I I • 1 dancE Core. ply V 1 �1 Cr.dsJ / /LM>r (14 .SIOL' o{ r5 Naafi-4 Scvie.0 ud Il 19 e6 PP" Per aw U O • 0 tli N LL 0 L. Q co tU • w D O N O 1— WW r9 u. O W Z U= ~ 1- Z • POGGEMEYER DESIGN GROUP' CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by SA /9 Dat . 7 / � Q' / � Job !Jo 9o9s I 7 Checked by Dote Sheet No. II Description Job Name oXciou3 7. kle ANNLY Si u,iJ (4M1 wir 3` FM. FtR `Z ■t 1.7 Col i la N0 Z3'-Z• PLhN vi (w WL V t�tLL st{r'IF ) a' L "(LV/hlo. Loth(' v1sr I ® Tte 66 PiviA 3'•'I x 7 C(2 OfirNr°J POGGEMEYER DESIGN GROUP CONSUMING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • fax (425) 828-4850 Made by Da.. 7/? /oo Job No. • 9D95 ..- Checked by Date Sheet No 1 Z Descnption /WAN A _' �� Job Name Ewncu T1. ,,crag L141'11 go to Iti Wrsr toll TLp rs. GU fi/tiN ayr (3o,c)( 7 ) M tumr c re t 15s 3 IS�.�ftk I'1 k i Ply (' k t! x 7 S,, _ ( 1 , 9 T»►'c geflen @ aro _ (2j )(. &iJ/2 ‘ 245- S Lb 1 :1-13:5-i :s 1 ; 1 , 71 , , , 15-5; P 2.;s6 s,>JL(5° - 3. K;Ps POGGEMEYER DESIGN GROUP . CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland. WA 98033 (425( 827-5995 • Fax (4251 828 -4850 Made by m Datr /� / Job No. 920P� Checked by Date Sheet No 1.3 Description vC(erns UMII — mem+ RNNtr>o Job Name CXc%, TI. w 4NCtlefL 801-r Nr c ri I<wig &JLT .r �N 72VACT)oxs 3 / y' Corm rep TCnuKfJ lfHMO 1 ovS eA, A lly = ydzn /0 Sty. Minor = 57 Co tr ec fn• kel Sne,,2 Allow 5, 12 ( CAli&.") Orin.) r 2 6 „ eAsC rim => I ; Sot/ Il+O u Torero 3 t Fr) ,g )(03) _ ti8lc, P -vpl- r yr D 71110 i? I Allow 4(re-nt Sµit n-am lyvan 33) 6,1 0 Kf POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828.4850 Made by n .jt� / 740/0.0 Job No 97 Checked by Date Sheet No /4.1 Description Job Name fC,0U5 71 £rKN 1k441/ Vtan(r+ by fAtliirt, ( ?yt5 / ' - r..►,. 60 % 7 C30) s z t0 PIG I b ..l.G = Ks: t 5� J ,� fF= / 30.4 U$c L /y 1/ y 34`. n ,;io(!3) Et-0 Hiner::•- - 2 is � w rrM t p /i71l' S c M i3 POGGEMEYER DESIGN SOUP • CONSULTING ENGINEER 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • fax (425( 828 -4850 Made by °`'t d A . ti t u 7 Job No. �78 fs Checked by Date Sleet No if Description NciLrH r!ry ,,. twit.; Utq fJ Job Name 6oTTUrr & O :N Ilk' /k k Er0 atmtrio,. et, A cwt. a 1.11 I(•,o L Mg - p L f J I � l N y 91 3i* Oz )y H.g I,t3 ? f es ? pa y 1cM %u — /06., lad • • 0 IC CII?ers A 307 60L( r °7 Or /t sutAz. Anew �tn W ( .> S '8 ►c.4 > f+4(nhm► . OC � 1/►rt.rn OIs by ryto1 " rvet.r (/ v ( 6 " A A .3G • POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828 -4850 Made by e O � Dais ) /ay/ Job No 9 %4 S" Checked by Date Sheet No 1 Description Job Name C1DUS �• *en/ rmrvVX .-ref,) (Mill RZftc;t4r i W ( ill ( 1 ' I } r r 6otn pm.; s cz \ s4 lui>r?AcT J ( ( 5.1 �r -.fr P = 2.g /, - 1,'/ A„ - - 7 p, = 9S r k P lA(ri... T 3 - V K - n�i1;c chi o th'r 6Reny .11 4- , oZS . t 3 < I OK POGGEMEYER DESIGN GROUP CONSLJUING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by L Da.. 7b`-I Job No 7209S Checked by - Date Sheet No Description r Nonni hot( c.Gree (MA 11 Job Name ro K DA-I, vie rnia•-i vrJ C ° NcnrH cm! ES Scree/xi 49:35° �dL- -- 3,7 K: ps R, (DS S5 = 3.7 �I G .11 ►c ; I f -rrlC M- 3,764" r 13 lot CiZJ " 17 ;, 1151 ;, gill 19 3�? ,N Z 22 - K - I.8S 51-k Poggemeyer Design Group, Inc. BY: SA Page: Ig Date: 7/24/00 Job No.: 99095 Job Name: Exodus Ti. - North Annex screen wall [ Location: North Wall Brace Equation E2 -1 Equation E2 -1 Equation E2 -2 ' Combined Streses per ASD Chapter H - Compact Sections Column 4x4x.25 K= 1 L = 196 inches r = 1.51 inches KUr = 129.8 Slenderness Ratio ( <200) E = 29000 ksi Fy = 46 ksi Cc = 111.6 Fa= N/A ksi Fa= 8.86 ksi '(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 6.4 kips A= 3.59 inA2 Mx= 22 in -kip Sx= 4.11 inA3 My= 0 in -kip Sy= 4.11 inA3 Cm= 0.85 E= 29000 ksi fa= 1.8 ksi Compact Yes fbx= 5.35 ksi Fbx= 30.36 ksi fby= 0.00 ksi Fby= 30.36 ksi F'e= 8.9 ksi Equation H1 -1 terml+ term2+ term3= 0.20 0.19 0.00 0.39 OK f Equation 111 -2 terml+ term2+ term3= 0.06 0.18 0.00 0.24 OK Equation H1 -3 terml+ term2+ term3= 0.20 0.18 0.00 0.38 Not Applicable 0.724638 Z w U U Q �w U co LL w } o t J Q — d Z p 2n o ON o w 4) u. w Z Up O Z POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251827 -5995 • fax (425) 828-4850 - Made by Oar, 7 742 rr / lot, No 9 9095' Checked by Date Sheet No q l Descriptson Job Name L (coos f l - wont t at�-f NTH free /t.) (An ii (d 0 /0$ 1 Ewe (2 u tito • a )(2 ¢ >,2 - Rx-1. 3 r ( y) �N iz8 ;Nt r : 7c Ihs K • s ct� )(LI) 4 LI(0 78 -1 " 1 3 K • CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828-4850 Made by D,. 1�/i� Job No. 751,15_, Checked by Date Sheet No ZO Description SC reen) (4.4 II Job Name — Nt1ftT�1 b`itoow fl f °P P/ not N poor 13tfL 3 k9011T c•tO 1 ril krn cr �« 1,3 © 1144 1 —P • 4_ -- , 9Z" l) -T 4> / (A25 Hai) Thus Ion, = (3o,5F) (13)(6)4.- 1 k � � ! 1 1 , 8 J .-- 6375 •o--- , �l� 5 1,3 75" t I,37`S 1,3.75' I .37 ,z12 1< /( ,X3 < D K DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828.4850 Made by SA r t 761 /ko No POGGEMEYER Checked by te Sheet No Z Description C v C fel", L(.A It Job Name EVOUS 7. AA VTR / e/IAce fkr»ic op 0 fall BO 4( the the. ..742 30p4f R Sw LtS' 13) = 621(12Y--.) Rl = I , 65 /fsCifft Ocivr.I. DC k, INSowG n fe. Equation E2-1 Equation E2-1 Equation E2-2 Combined Streses per ASD Chapter H - Compact Sections Column Double 4x4x3/8 K= 1 L = 263 inches r= 1.23 inches KUr = 213.8 E = 29000 ksi Fy = 36 ksi Cc = 126.1 Fa= N/A ksi Fa= 3.27 ksi "(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 3.6 kips A= 5.72 inA2 Mx= 5.4 in-kip Sx= 3.05 inA3 My= 0 in-kip Sy= 3.05 in^3 Cm= 0.85 E= 29000 ksi fa= 0.6 ksi Compact Yes fbx= 1.77 ksi Fbx= 23.76 ksi fby= 0.00 ksi Fby= 23.76 ksi F'e= 3.3 ksi Equation H1-1 terml+ term2+ term3= 0.19 0.08 0.00 0.27 OK Equation H1-2 terml+ term2+ term3= 0.03 0.07 0.00 0.10 OK Equation H1-3 terml+ term2+ term3= 0.19 0.07 0.00 0.27 Not Applicable • v: 0.227273 BY: SA Page: az. _ Date: 7/25/00 Job No.: 99095 Job Name: Exodus Ti. - Pacific View Bldg A I Location: Brace fe. Equation E2-1 Equation E2-1 Equation E2-2 Combined Streses per ASD Chapter H - Compact Sections Column Double 4x4x3/8 K= 1 L = 263 inches r= 1.23 inches KUr = 213.8 E = 29000 ksi Fy = 36 ksi Cc = 126.1 Fa= N/A ksi Fa= 3.27 ksi "(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 3.6 kips A= 5.72 inA2 Mx= 5.4 in-kip Sx= 3.05 inA3 My= 0 in-kip Sy= 3.05 in^3 Cm= 0.85 E= 29000 ksi fa= 0.6 ksi Compact Yes fbx= 1.77 ksi Fbx= 23.76 ksi fby= 0.00 ksi Fby= 23.76 ksi F'e= 3.3 ksi Equation H1-1 terml+ term2+ term3= 0.19 0.08 0.00 0.27 OK Equation H1-2 terml+ term2+ term3= 0.03 0.07 0.00 0.10 OK Equation H1-3 terml+ term2+ term3= 0.19 0.07 0.00 0.27 Not Applicable • v: 0.227273 Equation E2 -1 Equation E2 -1 Equation E2 -2 Combined Streses per ASD Chapter H - Compact Sections Column 4x4x3/8 K= 1 L = 65.75 inches r = 0.788 inches KUr = 83.4 E = 29000 ksi Fy = 36 ksi Cc = 126.1 Fa= 14.97 ksi Fa= N/A ksi •(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 1.8 kips A= 2.86 in "2 Mx= 2.7 in -kip Sx= 1.52 in ^3 My= 0 in -kip Sy= 1.52 in ^3 Cm= 0.85 E= 29000 ksi fa= 0.6 ksi Compact Yes fbx= 1,78 ksi Fbx= 23.76 ksi fby= 0,00 ksi Fby= 23.76 ksi F'e= 21.4 ksi Equation H1 -1 term1+ term2+ term3= 0.04 0.07 0.00 0.11 OK Equation H1 -2 terml+ term2+ term3= 0.03 0.07 0.00 0.10 OK Equation H1 -3 terml+ term2+ term3= let 0.04 0.07 0.00 0.12 OK 0.113636 U U U in ILI W o }} U �O w 0 to 0— tu Ol- W • 2 U BY: SA Page: 13 Date: 7/25/00 Job No.: 99095 Job Name: Exodus T.I. - Pacific View Bldg A L Location: Brace Equation E2 -1 Equation E2 -1 Equation E2 -2 Combined Streses per ASD Chapter H - Compact Sections Column 4x4x3/8 K= 1 L = 65.75 inches r = 0.788 inches KUr = 83.4 E = 29000 ksi Fy = 36 ksi Cc = 126.1 Fa= 14.97 ksi Fa= N/A ksi •(only applicable if the Slenderness Ratio > Cc) Combined stresses per ASD Chapter H P= 1.8 kips A= 2.86 in "2 Mx= 2.7 in -kip Sx= 1.52 in ^3 My= 0 in -kip Sy= 1.52 in ^3 Cm= 0.85 E= 29000 ksi fa= 0.6 ksi Compact Yes fbx= 1,78 ksi Fbx= 23.76 ksi fby= 0,00 ksi Fby= 23.76 ksi F'e= 21.4 ksi Equation H1 -1 term1+ term2+ term3= 0.04 0.07 0.00 0.11 OK Equation H1 -2 terml+ term2+ term3= 0.03 0.07 0.00 0.10 OK Equation H1 -3 terml+ term2+ term3= let 0.04 0.07 0.00 0.12 OK 0.113636 U U U in ILI W o }} U �O w 0 to 0— tu Ol- W • 2 U NELSON - BOURDAGES Made By: SA Date: 7/19/00 Job No.: 99095 Consulting Engineers Checked by Date: Sheet No.: a rf 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828 -4850 Description: Annex Roof Bldg A Job Name: Exodus T.I. 40 w Snow Drift on Roof 1997 UBC (Appendix Chapter 16 section 1644) if roof step, set factor =1.0; if parapet, set factor =0.5 factor= (' 0.5 -- — / Pg= Ce= 1= Pf= Wb= hr= D= hb= N tL Wo II O W N O WW Wd= 4.71 ft - width drift on lower roof ( taken as min of above two expressions) U O u , (hr- hb) /hb= 9.84 Drift needs to be considered (Eq 44 -3) z UN O� hd= 4'hd= 4'(hr -hb)= Pm= 25 psf - ground snow load 0.70 exposure factor , table A -16 -A 1 importance factor from table A -16 -B 17.5 psf determined by Ce'I'Pg (Eq 40 -1 -1) 50 ft - note: must be min 50, max 500' - width of roof 11 ft - hight of roof step 17.25 pcf weight of drifted snow, determined by Eq 44-2 1.01 ft - ht of balanced snow load on lower roof , determined by Pf /D 1.18 ft - ht of drift determined by hd=( 0. 43 *(Wb) ^(1/3)'(Pg +10) ^(1/4) -1.5 )' factor 4.71 39.94 maximum intensity of snowload at the high of the drift: 37.80 psf - determined by D'(hd +hb) <a D'hr for hand calc adjustments for short lower roofs: peak surcharge on uniform snow load = 20.30 psf Note: sliding snow must be considered if upper roof slope is >2:12, and lower roof is closer than hr, or 20 ft. L= 4.71 ft 20.30 psf 17.5 psf 37.80 psf NELSON - BOURDAGES Made By: SA Date: 7/19/00 Job No.: 99095 Consulting Engineers Checked by Date: Sheet No.: .25 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax: (425) 828 -4850 Description: Annex Roof Bldg A Job Name: Exodus T.I. 4 w Snow Drift on Roof 1997 UBC (Appendix Chapter 16 section 1644) if roof step, set factor =1.0; if parapet, set factor =0.5 factor= 1.0 Pg= Ce= I= Pf= 0 N w 0 g u . to w z hd= 2.35 ft - ht of drift determined by hd =( 0. 43 *(Wb) ^(1/3)'(Pg +10) ^(1/4) -1.5 )* factor w 4'hd= 9.41 O N 4'(hr -hb)= 33.94 0 r ww Wd= 9.41 ft - width drift on lower roof ( taken as min of above two expressions) L liJ Z = OF— z 25 psf - ground snow load 0.70 exposure factor , table A -16 -A 1 importance factor from table A -16 -B 17.5 psf determined by Ce *I *Pg (Eq 40 -1 -1) Wb= 50 ft - note: must be min 50, max 500' - width of roof hr= 9.5 ft - hight of roof step D= 17.25 pcf weight of drifted snow, determined by Eq 44 -2 hb= 1.01 ft - ht of balanced snow load on lower roof , determined by Pf /D (hr- hb)/hb= 8.36 Drift needs to be considered (Eq 44 -3) maximum intensity of snowload at the high of the drift: Pm= 68.09 psf - determined by D *(hd +hb) <= D'hr Note: sliding snow must be considered if upper roof slope is >2:12, and lower roof is closer than hr, or 20 ft. for hand caic adjustments for short lower roofs: peak surcharge on uniform snow load = 40.59 psf ce w 00 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by SA D ` 't" 7/;i o Job No `JIa Checked by Date Sheet No Z Description Scree C4/ II Job Namc Anr� G xuoJs T:I. - lain TN � dot Fi, 1 0)403 v7J Q �r}'3 Snrx� - � � A 14'1'4 SS,5 w/ sac, OQ Irr Imo s GO cf. Oa (Fr t10 5 pc,F l.Uv = l.7 (S8) /4C H°) pSF cv _ 25a(a)2 = ,� , St -1t ic 6 (J 12 "OG d= 5--1112s S = '/cxb psi Ckln = 13 �4 -K Fv = , 26a(ai) /7_ = a, 6'1,4 occ )9113,1,1 (plc= gs Ca) FYI bot - .83- (2)( a tie)(n )(.4 .�,s -) gig KIPS ) Vu OK (t 4t- '•qr,�� R SScrn( I I•Av Mni 0 at, 2O Penn 14;14 qiMN • INWARD LOAD (STRESS) ALLOWABLE UNIFORM INWARD LOAD LOADS FOR 3 OR MORE (DEFLECTION) SPANS IN PSF OUTWARD LOAD (STRESS) OUTWARD LOAD (DEFLECTION) GA WIDTH KS 1 3' 4' 5' 6' 7' 8' 3' 4' 5' 6' 7' 8' 3' 4' 5' 6' T 8' 3' 4' 5' 6' 7' 8' (2 32" 80 286.0 160.9 103.0 71. 52.5 40.2 286.0 146.6 75.1 43. 27.4 18.3 3191 179.5 114.9 9®. 58.6 44.9 3191 144.9 74.2 € 18.1 24 32" 50 292.5 164.5 105.3 73.1 53.7 41.1 292.5 164.5 105.3 65.9 4 ; 5 27.8 305.2 171.7 109.9 76.3 561 42.9 305.2 171.7 109.9 65.2 41.0 27.5 22 32" 50 408.1 229.5 146.9 102.0 75.0 57.4 408.1 229.5 146.9 89.1 56.1 37.6 409.7 230.5 147.5 102.4 75.3 57.6 409.7 230.5 147.5 89.3 56.3 37.7 m cn N w C • C 0 0 0. 0 Z -s to CD 0 C 0. m o CD C- C Ca CID U) ea ti N CD C) = N o .o u CD o o E - C N O CD SECTION PROPERTIES: V-UNE 32 PANEL GAUGE 26 24 22 WIDTH 32" 32' 32' YIELD STRENGTH ksi 80.0 50.0 50.0 THICKNESS WEIGHT PSF 0.0225 1.202 0.0175 0.936 0.0296 1.577 TOP IN COMPRESSION (POSITIVE BENDING) lxx Sxx Ma in in /ft (k -in) 0.0569 0.0863 0.1166 0.0768 3.6808 0.1176 0.1579 3.5198 4.7268 BOTTOM IN COMPRESSION (NEGATIVE BENDING) lxx Sxx Ma in in /ft (k -in) 0.0562 0.0854 0.1170 0.0689 0.1127 0.1571 3.2982 3.3739 4.7043 1. Theoritical section properties computed for flexural loads per AISI Cold Formed Steel Design Manual 1986 Edition. 2. Loads in tables based on continuous beam over three equal spans. For stress loads, 2 -span load would be 0.80 of the 3 -span load. 3. Allowable loads have not been increased by 33 for wind uplift. 4. Allowable loads for deflection based on deflection limitation of span/180. 5. For roof panels, self weight of the panel has to be deducted from the allowable inward load to arrive at the actual 'live load' carrying capacity of the panel. CO? CI z °v -1. a z v 0 a CC rui CC,) V -LINE 32 TESTING- INFORMATION NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. (JOB NUMBER '� 01004 .4 3 NAME: ALIEkNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW. JOBSITE SAFETY: ALTERNATES: THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE 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. ii^�� '1 SHOP r'; A WINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF REPRODUCIBLES FOR REVIEW PRICR10 FABRICATION FOR THE FOLLOWING: 1. CONCRETE REINFORCEMENT STEEL. 2. STRUCTURAL STEEL FABRICATION DRAWINGS. IF THE STEEL FABRICATOR'S SHOP DRAWINGS DI OFFICAL APPROVED DESIGN DRAWINGS, REDESIGN i PROFESSIONAL STAMP OF THE ENGINEER OF RECO TO BUILDING OFFICAL FOR APPROVAL 3. MISCELLANE. S STEEL FABRICATION DRAWINGS, SUBMITTALS SUBMIT 3 COPIES FOR REVIEW PRIOR TO A CONCRETE DESIGN MIX B CONCRETE INSERTS C EPDXY ADHESIVES 0 GROUT POGGEMEYER DESIGN G DESIGNED SA BY NORTHWES CONSULTING ENGINEERS DRAWN BY ML CHECKED BY „mom RB FABRICA TION ; FOR; R FROM THE BUIL RAWINGS BEARING D SHAM BE SUB .8 ' c!, 3 rA r f DI V1S1 512 6 STREE I SOUDI, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827 -5995 FA}( (425) o� E 1- 29;=01 EXODUS T.I. IN TERGA TE WEST-BUILDING `A. TUKWILA INTERNATIONAL BLVD - SEATTLE, WA N �- u 3 cu c ) 3 � i n. :.- - 1 El 20! -OZ6 sX 1 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425► 827 -5995 • Fax/425)828-4850 Made by DatN I f 96 /al Job No. Checked by Date Sheet No SK 8 Description Job Name DCCOU S 1' ""'11 SCrItiiNi ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) ) 3 • = P!N To, j r X= 62,cC . Po,N REVIEWED ill•■••••••■••••••■•••il REID MIDDLETON, INC. TyP1c -t, gc2 �'L - 1 -' 1- Yow - 1 ,- Molt All .5 -p kLl3 68411 bC 61,t..v t►vi Er:'� POGGEMEYER DESIGN GkuUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 1425) 827 -5995 • Fax (425) 828 - 4850 Made by S4 Date r /Z6/O / Job No. 0100 y Checked by Date Sheet No. S'/r 9 Description Job Name xvot,>z ia. ^ , Sulam f Lul(� ) x yxy" AT Pouts (Typ ) ` CA S.u I6 ) 1) ij <IT C.EQS s cit etTo IAA I 3' ( 1 $ (! Uc i sri rtttn ) REVIEWED 2001 F}SID MIDDLETON, INC. orz POGGEMEYER DESIGN GI<OUP CONSULTING ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland. WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made SA Date 'b" to I Job No. O' oo y Checked by Date Sheet No. SK / Description Job Name E xc L S T r•1. y ) ) ) ) i- ) ) ) ) ) ) ) 7 vrna S.It cove, SGr}'13 w/ o x6 wa9xz9 W w F - Gtt;,.7 AWAY p4uvr 4 -rival Nixo t. Laettiu)J 1111,.1 Ovt p RI i.4- 'wren. m.44644 New Lyx3x aa7 L y fePigiC 4307 (Aim q �a-- ---- -- vary it ,. 1 4. Eiiit. . x9x9 id/ 61) ' y t t x 3" WKS REVIEWED bvsr /V ✓tr'co T 4 Paribk 2001 4 F, i) MIDDL.ETON, INC. POGGEMEYER DESIGN GROUP CONSUIitt/G ENGINEERS 512 Sixth Street South. Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by Date // 1 Job No. v' 00 il Checked by Date Sheet No. SK // Description Jot, Name EWOUSI 7 fixA (5 caetix/ ) ) ) ) a (4 y /a" it 43 /3 • X 5x 2. it up qt etific-C tvIvari REVIEWED 2001 WALETON, INC. DESIGN GRUUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 )425) 827 -5995 • Fax (425) 828 -4850 Made aee by [ lio1/O ate !ob No. UI 004 Cheked by ate Sheet No. $/C /l Description Job Name lx,s T7, Rat, S c-4 EL p i ) ) ) ) A .4ex y)4" - PP Car cC ( �.-- TS Hxyk /44 4 A307 (haw �'--- Q2ncC ,41 Jl ' oc LouvrE r;ent.Lit nen-C L ettatC 1i yN 11' 4i CAP `L D ows gxsx k," REVIEWED 2001 `,}+PDt_ETON. INC. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 5r2 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by Date I /9-9 /0 I Job No O'ODq Checked by Date Sheet No. .SK /3 Description Jot, Name Gxc' us ► /, Put, S eterg ) ) ) ) ) ) ) :) a ) ) a 4) SC, g / ATRICtlyIEWr 24 &um V- L/ E 3i snit ScRt WALL C�'K PAN r'1 TO S /A 3 Coys M /NInuy, A NACN w in? H icrt /2-2q NMI Wei Ktuix -Pro Screws ITT V L 9 , ESA Snip car Am) Gil ac AT pityviLaL Suopurarr LvE tire/ ON eAT&i Cu2eaoq) L REVIEWED 2001 REID MIDDLETON, INC. POGGEMEYER DESIGN G. JP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425( 828-4850 Made by c^ �i'1 Date , ` °'let f Job No. 01004 Checked by Date Sheet No. Sk RI Description Jot, Name l y ,, 502 0,-t4 ) I) 1 VE i Fy Typ Ar At I Low t. &mice (lmicH pima a s?ir✓i, LYxyxkg (L.wt 2 4n 1V-E) L &z ic L TS yx4xki Lam EX YEW ;ON IT HHt', %yxil 136 t rirk„ TS 4x tIx k I. L.. S • 1 1 L 2001 [ REID MIDDLETON, INC. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • fax (4251 828-4850 Made by - Date 1/28101 Job No. 0100 y Checked by Date Sheet No SK I5 Description Job Name L.CUD Ta, b cj u.ii i 'I 1 ) ) a a New T „...._ ,,,,sn'tai E>0 F- " IX rY� 1 TYP )i V TYP et4 Ocr11s1c.) 4 PACE A - > c1.1 LOC4fl Datil ftgaC lattice REVIEWED 2001 L. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 58033 (425) 827.5995 Fax (425) 828 -4850 Made by 5A Date l /d9 / Job No: OIOOy Checked by Date Sheet No. C h /{' Description Job Name l , xaot1S 7I, �"� 1 Sc.4E - UV 1 , , 1 Nv4 %$9 O A' ¢— ?4 :w 4 Yq Out/al V 'Sva t l X Jl rd ` h • / L..J \'/ \__/ \__/ \ /_..'\ / 4--- E?� tsrtted• 4k`I x ll 2001 iD MIDDLETON, INC. POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (4251827-5995.• Fax (425) 828 -4850 Made by EA Date 1Ia-9lo( Job No. U(00g Checked by Date Sheet No. Sir 17 Description Job Name �� OS , n . l:l� itaA cSu2 C171 NY I REVIEWED 2001 i?!_ETON, INC. June 12, 2001 0 -91 M- 13625 -0 Sabey Construction, Inc. 12201 Tukwila International Blvd., Fourth Floor Seattle, Washington 98168 -5121 Attention: Mr. Mark Velasquez Subject: Final Summary of Special Inspections and Materials Testing Building Permit D01 -028 I Screen Wall Extension — Exodus Building Tukwila, Washington Dear Mr. Velasquez: AMEC Earth & Environmental, Inc. (AMEC) respectfully submits this letter as our final summary of special inspections for the above - referenced project. AMEC performed inspections as requested and scheduled by representatives of your firm on May 3 and May 7, 2001. Details of these inspections are contained in our Daily Field Reports 433 & 435. These reports, copies of which have been previously distributed, form the basis for this final summary of our inspections. In accordance with the Uniform Building Code and project requirements, AMEC performed inspections for the following: 1. High Strength Bolting 2. Welding AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820 -4669 Fax (425) 821 -3914 www.amec.com Op ..,?c0 'LA Pe rMir o�Nr� ame0 Phone: 206 - 277 -5204 Fax: 206 -281 -0920 C:\Final Screen Wall.do Sabey Construction, Inc. June 12, 2001 In our opinion, the work inspected as referenced in our daily field reports was performed in general conformance with the approved plans. If you have questions or desire additional information, please call at your convenience. Sincerely, AMEC Earth & Environmental, Inc. Timothy Associat Ken S. Sahi, P.E. Associate TRH /KSS /cc Enclosure: Daily Field Reports 433 & 435. Distribution: Sabey Construction Poggemeyer Design Group City of Tukwila ame0 attn: Mark Velasquez attn: Steve Arnold attn: Building Department 0 -91 M- 13625 -0 Page 2 C:1Final Screen Wall.doc PROJECT NAME i' E 0 — —7 -- p y PROJECT NO. o_9 /m - /3‘ZS - REPORT NO. 4133 DATE `S /3h/ ADDRESS f2 3 D/ YiI& w, l A / A/ TE,e ry A TioA/,AC- oe &ye - PERMIT NO. .D! - 02- CLIENT n Q �,/ S/14 ` / __� WEATHER n CZ A AMEC PROJECT MANAGER/PHONE NO. -7 ' /'i h'y (uzs� PAGE (includes Test Reports) / OF J Sga — WO STRUCTURAL ENGINEER f Po a /r/ ' yete Es/ 4:"/ gic^44 ARCHITECT ++ JAb 'y ea�P_ AMEC FIELD REPRESS TATNE! AGE NO. -CF9"T�/i)1 gin/ CONTRACTOR 1 Er 1,'1 , � � f' , r — TYPE OF INSPECTION { NEW INSPECTION I ,i/FZ731 o /6c)Z /►,/�' , L RE•INSPECTION DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel Kirkland, Washington 98034 Fax (425) 820 -4669 (425) 821 -3914 - ) aid of end ,600 0 ,ecyz) - 114 eii■S 5Ccare-ern 1-the--ee en,d eAeLge rie fi-)e e ms! { � '747, #1. Pte_ 4► 6d �� 8 nt .� CrrQ.Q'w 0.1 4.V I ) tAia 9 164- pdliot - 1E Caryl 4-4 024 Off$ I -epv(C-. • - � a-4 . — vn1 .04,t9 To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans nd specifications. - /) - g 7 .ye e� amecP e c) w &-vgez, 4,1,e ( ().11 /c2& as �o e VEZe 1,(0414 VcF 11!4 ll-a.te P ,�y 0 Preliminary Observations ❑ Deficiency Corrected — Report No. - - - 0 AMEC FIELD REPRESENTATIVE REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PO 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 AMEC, Inc. AMEC Earth S Environmental. Inc. (Rev. 11/00) PROJECT NAME �— PROJECT NO. o - ? /ni "/,.32S-� REPORT NO . 9,2 8 ADDRESS `S f - 04 PL 7"o/ 2J L4 PERMIT NO /- -el?.. DATE - /c d/ CLIENT /_ -C�' iv P WEAT EH R n K . PAGE includes Test Re ( 0�) / o f / STRUCTURAL ENGINEER AMEC PROJECT MANAGER/PHONE NO. ARCHITECT AMEC FIELD REPRESENTATI E/PAGE O CONTRACTOR y /'! P g ,g [/��7 e_ TYPE OF INSPECTION /� NEW INSPECTION spT y 4' ,ci 4 a ❑ RE-INSPECTION DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel (425) 8204669 Kirkland, Washington 98034 Fax (425) 821.3914 AMEC Fl LD REPRESENTAT ❑ No To the best of our knowledge, all items inspected as noted above were in general conformance with the approve plans and specifications. ❑ Preliminary Observations ❑ Deficiency Corrected — Report No. /1 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PEN - EVIEW BY OUR PROJECT MANAGER REVIEWED BY amec( 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 AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev. 11;00) PROJECT NAME -- T7 PROJECT NO. m- 9inm- 4.56Ws —o REPORT NO 5/Y ‘ .)CDG.�i1/a ADDRESS 83 S S - /. PL. red/ ope Q PERMIT NO. DATE - sAlc,V CLIENT ��� �� Y WEATHER AMEC PROJECT MANAGER/PHONE NO. r, f'y PAGE (includes Test Reports) OF ( etzs7 433a -z /a7 STRUCTURAL ENGINEER £ i tA/ 1 �i c d ARCHITECT AMEC FIELD REPRESENTATIVE/PAGE NO 4)5 7 Wean/ Sr A/6 6 TYPE OF INSPECTION e NEW INSPECTION S p/� A y Jp1� x e . p ❑ RE-INSPECTION CONTRACTOR g / 5 if, c C :11' FIELD REPORT A► C Earth 8 Environmental, Inc. 11;x5 N.E. 122 Way, Suite 100 Tel Kirkland, Washington 98034 Fax (425) 820 -4669 (425) 821 -3914 am €c'� ❑ Preliminary Observations 0 Deficiency Corrected — Report No. To the best of our knowledge, all items inspected as noted above were in general conformance with the approved •fans and specifications. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANG ND VIEW 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 AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev. 11;00) Z I W U W u. w to g Z � o o ff' o � w u o Z U ( 12 O � Z PROJECT NAME )COGS - PROJECT NO. e _4 /- 13 (<25 REPORT NO. y� y ADDRESS ,33 5 5 S- 00 Pi 7 IkOJfc 4 PERMIT NO. PO /- DATE 5/7A/ CLIENT e / 4 S,/� € O 4e WEATHER / / a zk PAGE (includes Test Reports) I / OF STRUCTURAL ENGINEER 1f ,t /. Div AMEC PROJECT MANAGER/PHONE NO. --7741 --7741 N cct AMEC FIELD REPRE ENTATIVEIPAGE NO £ �(,A/ 1 TYPE OF INSPECTION NEW INSPECTION SI,PAy 4f/ ,-PI/'a Li. RE-INSPECTION ARCHITECT Q.C-24a—Efr 4-4 CONTRACTOR ACABree, Are. DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel Kirkland, Washington 98034 Fax (425) 820 -4669 (425) 821 -3914 C f: F To the best of our knowledge, all items inspected as noted above were in general i es ❑ Preliminary Observations conformance with the approve • plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. AMEC FIELD REPRESENTATI E REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE - ■ = 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 AMEC, Inc. AMEC Earth & Envucrr•ental. Inc (Rev 11,C0) PROJECT NAME . 1 _ Z PROJECT NO. a q / /e- Z3 6ZS— ,r PERMIT NO. 7 /_. ©2a REPORT NO. # I DATE ` 51 /o/ ADDRESS CLIENT //�� / g 4 - A G � Y WEATHER / /� c L- /G (includes / PAGE (includes / Test Reports) O F STRUCTURAL ENGINEER Po .r? G Er E �'E' e `7,ES A C AMEC PROJECT MANAGER/PHONE NO. - UM # (4 z) $94 -U6 ARCHITECT S ileey / AMEC FIELD R EPRESENTATIV PAGE NO .'117AM/ S,n/G / TYPE OF INSPECTION ❑NEW INSPECTION W b //791 . 7 /moo *11E•INSPECTION CONTRACTOR gX V LU C t I DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel Kirkland. Washington 98034 Fax (425) 820 -4669 (425) 821 -3914 i A c DN S /7--- 4 �e To the best of our knowledge, all items inspected as noted above were in general conformance with the approved • ans and specifications. Fl D REPRE ENTATIVE 1 Yes No REVIEWED BY ame n' Preliminary Observations ❑ Deficiency Corrected — Report No. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHAN PE EVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AMEC, Inc. AMEC Earth 8 Environmental. Inc. (Rev. 11/00) PROJECT NAME .5 PROJECT NO. o - l /0/ - 4.3 625`0 REPORT NO. �7E .—. - _./z ADDRESS jo ss PERMIT NO. /007'7926 WEATHER e I k DATE 5 / C)/ PAGE (includes Test Reports) / OF/ S — dee n1. r ,� e ,LA CLIENT SRA67 44e STRUCTURAL ENGINEER ryl'ot-12-zak /c/ AMEC PROJECT MANAGER/PHONE NO. /1424" ARCHITECT AMEC FIELD REPRESENTATIVE/PAGE NO. -gg7 vAy)? s,v6,/e CONTRACTOR c R .s. Ey �G TYPE � OF INSPECTION � r' SP A _.,"'gi �A Q • RE N DAILY FIELD REPORT AMEC Earth & Environmental, Inc. 11335 N.E. 122 Way, Suite 100 Tel Kirkland, Washington 98034 Fax (425) 820-4669 (425) 821 -3914 s- oC ,15a Z rfrik-q- aid Q• @ At ed_>r7 d}t t ‘ L-O-'L d ? Lea~. 7 ?A/4!4. /KS> c7it,>Zt ()al Ai z ^^ ti p d)._ -- Zse .,eQom " Ate 7 ?oa/ - i • ! c4 ... ,. • w-ec 1J2 44 '9 -- c114Oc)1 !Gc Leo i 1 ,0_0",4 i;,., — .n Z . - C ' • c 'TV o T$ I_______ To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. AMEC I LD REP" ESENTATIVE REVIEWED BY Crr iminary Observations ❑ Deficiency Corrected — Report No. THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE 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 AMEC, Inc. AMEC Earth & Environmental, Inc. (Rev. 11/00) DEPARTMENTS: B il• in, ivision Pub i Wojks "110 �i $ DETERMINATION OF C Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved DoIC PERMIT COORIO pp PLAN REVIEW /R05TII�1G SLIP ACTIVITY NUMBER: D01 -028 DATE: 2 -5 -01 PROJECT NAME: EXODUS COMMUNICATIONS SITE ADDRESS: 12301 TUKWILA INTEL BL SUITE NO: XX Original Plan Submittal Response to Incomplete Letter /r _ Response to Correction Letter If Revision it After Permit Is Issued ANL 7 51 Fire Prevention SuL(u 1I T • OMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -6-01 Incomplete Approved with Conditions Planning ivision Permit Coordinator Not Applicable I I No further Review Required DATE: DUE DATE 3-6-01 Approved n Approved with Conditions Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Fl ACTIVITY NUMBER: D01 - 028 DATE: 2 - - PROJECT NAME: EXODUS COMMUNICATIONS SITE ADDRESS: 12301 TUKWILA INT'L BL SUITE NO: XX Original Plan Si'.hnmiita! Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I Comments: TUES/THURS ROUTING: Please Route ( Structural REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Structural Incomplete w Required APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved it Conditions REVIEWER'S INITIALS: •,40..11111 IxK 449 Fire Prevention ri Planning Division tiro CORRECTION DETERMINATION: Approved I I Approved with Conditions REVIEWER'S INITIALS: C Response to Incomplete Letter # Permit Coordinator DUE DATE: 2-6-01 No further Review Required DATE:2 40- 2Q91 DUE DATE 3-6 -01 Not Applicable r Not Approved (attach com nts) n DATE: DUE DATE Not Approved (attach comments) DATE: PERMITNO.D®T OA S BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre- constuction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 F lundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing n 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing O 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney , 0610 Chimney Installation/All Types 00700 Framing ❑ 00750 Roof /Ceiling insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection O 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre -rroof 2ir 01400 Final -Fire 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame 4003 Special -Reinf Steel Prestress 4004 Special - Welding 04005 Special- High - Strength Bolting 04006 Special- Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: a w5► , eft CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required. notify Bldg Div 001 I Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & cafes shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof Y0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected O 0025 All wood to remain in placed concrete shall be treated 026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0023 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit O 0040 All construction noise to be in compliance with 3.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces ❑ 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" 0007 All structural welding shall be done by WABO certified inspector 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof Plan Reviewer Permit Tech: Date: t Date: ' - Of sewer DEPARTMENTS: Building Division Public Works Complete n Comments: Approved Y'RROtJII IN N: Yn PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -028 DATE: 2 -5 -01 PROJECT NAME: EXODUS COMMUNICATIONS SITE ADDRESS: 12301 TUKWILA INT'L BL SUITE NO: XX Original Plan Submittal Response to Correction Letter 'r) Revision r' C C DETE MINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -6-01 TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: REVIEWER'S INITIALS: ''` Fire Prevention Structural APPROVALS OR CORRECTIONS: (ten days) Incomplete C Not Applicable ri n r .1111111111M.. Approved with Conditions n Not Approved (attach comments) ri DATE: .2/? o7 Response to Incomplete Letter After Permit Is Issued Planning Division Permit Coordinator No further Review Required DATE: DUE DATE 3-6-01 n C CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -028 DATE: 2 -5 -01 PROJECT NAME: EXODUS COMMUNICATIONS SITE ADDRESS: 12301 TUKWILA INT'L BL SUITE NO: XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete EIi Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: Approved `YRRUI TI1xx v.. PLAN REVIEW /ROUTING SLIP C rl Fire Prevention Structural n Structural Review Required Approved with Conditions CORRECTION DETERMINATION: REVIEWER'S INITIALS: Planning Division ri Permit Coordinator DUE DATE: 2 -6 -01 Incomplete LI Not Applicable No further Review Required DATE: Z/ /() Approved with Conditions n Not Approved (attach comments) Kg r DUE DATE 3-6-01 Not Approved (attach comments) ri DATE: DUE DATE DATE: z s • w ' w u) 0 CO la • u w 0 2 u. a w w 0 co O r w W U. O ui U= 0 f-- z ACTIVITY NUMBER: D01 -028 DATE: 2 -5 -01 PROJECT NAME: EXODUS COMMUNICATIONS SITE ADDRESS: 12301 TUKWILA INT'L BL SUITE NO: XX Original Plan Submittal Response to Incomplete Letter r Response to Correction Letter If Revision If After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2-6-01 Complete Comments: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: 5 DATE: 2 01 APPROVALS OR CORRECTIONS: (ten days) Approved n REVIEWER'S INITIALS: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Incomplete L Approved with Conditions n Not Approved (attach comments) C Permit Coordinator No further Review Required Planning Division DUE DATE 3-6 -01 n •.r11111. Not Applicable DATE: LICENSE DETAIL INFORMATION Form Page 1 of 1 STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License SABEYCI033KM Name SABEY CONSTRUCTION INC Address 12201 TUKWILA INTL BLVD Address 4TH FLOOR City SEATTLE State WA Zip 981685121 Phone Number 2062814200 Effective Date 5/14/97 Expiration Date 12/31/01 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601532164 * * * VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFO RMATION * * * 'CHECK 'CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov/ contractors /TF2Form .asp ?License= SABEYCI033KM 1/21/2001 z , w c J U U 0 No CO 11.1 J = F- CO 11.. w 0 H CO ON 0M wW u . O w z o P 0 ~ z Building A Roof Screen Modifications Vicinity Map Abbreviations AC ACT ADJ ALT ALUM fe ANOD APPROX ARCH BLDG BLK'G BM B/S BSMT CAR CIRC CLR CLG CLOS CCP COL CONIC CONST CONT CONTR COORD CPT CT DET DIA DIM DN DR DWG Air Conditioning Acoustical Ceiling Tile Adjustable /Adjacent Alternate Aluminum Angle Anodized Approximately Architectural At Building Blocking Beam Building Standard Basement , ebiaet Circulation Clear or Clearance Ceiling Center Line Closet Contract Change Proposal Column Concrete Construction Continuous Contractor Coordinate carpet Ceramic Tile Deta 11 Diameter Dimension Down Door Drawing X O D , S EXODUS COMMUNICATIONS, INC. Flnlsh Floor Fluorescent Furnished by Owner, Installed by Contractor FT Foot/Feet FTIC Furnished by Tenent, Installed by Contractor TURN Furnish Furnishings EA EL ELEC ELEV EQ EXIST FIN FLR FLUOR FOIL GA GALV GL GLUE HCW HD HDW NOR HM H7 HVAC IN INCAN INCL INSUL INSTL JB JT • East Each Elevation (Height/ Electric Elevation (View) Elevator Equal Existing Gauge Galvanized Glass /Glazing Gypsum Wall Board Hollow Core Wood Hard Hardware Horizontal Hollow Metal Height Heating Ventilation and AM Conditioning Inch Incandescent Include Insulation Into l la Mon Junction Box Joint ii KIT Kitchen LAM LF LTG MAT MAX MESH MED MEZZ MFR MSC M7D MIL North N/A Not Applicable NIC Not In Contract NO Number NOM Nominal NON COMB Nan Combustible NTS Not to Scale OC OPNG OPP ORIG PERT PER' R P -LAM PLWD POL FR PT On Center Opening Opposite OrlglnaI Location Plan Laminate Lineal Feet Lighting Material Maximum Mechanical Medium Mezzanine Manufacturer Miscellaneous Mounted Materia I/Meta1 Permanent Perpendicular Plate Plastic Laminate Plywood Polished Pair Paint RB REFR ROMP REQ'D REV RI RO 5 SCHED SCW SEAL SECT 5H7 SIM Eli SQ ETD STL 5TG SUS' TEL TEMP THERtO TYP VAR VCT VEN VERT W/ W/O WC WD AREA OF WORK 2nd & 3rd FLOORS 12301 PACIFIC HIGHWAY SOUTH TUKWILLA, WA Radius Rubber Base Refrigerator Reinforcing Required Revision Room Rough Opening South Schedule Solid Core Wood Sealant Section Sheet Sheet Metal Square Standard Steel Storage Suspended Telephone Tempered Thermostat TypicaI West/Watt/Width With Wllhoul Walicovering Wood General Notes Project Name EXODUS COMILNICATIGe NTERGATEEST S.F. of Work Area APPROXIMATELY 66,496 SF. Occupancy B - DATA CENTER Exiting Design Codes Project Data Building Data I HOUR EXITING SYSTEM NCLIDNG CORRIDORS AND STAIRS. CO NOT SCALE DRAWINGS Varies A. The Contractor shall use dimensions shown on the drawings and actual field measurements. Notify Vinyl Composition Tile the Architect of any discrepancies found. Veneer Vertical ABBREVIATIONS A. Throughout the drawings are abbreviations which are In common use. The lest of abbreviations prov'..Td 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. COORDINATION A. The General Contractor 4 tenant shall be responsible for the coordination and verification of the work of all trades to assure compliance with the drawings and specifications. 199'1 EDITIONS OF: UNIFORM EUI DNG CODE INFORM PRE CODE AND WIFGRI MECHANICAL CODE 1954 WASH. STATE EIERSY CODE 1994 WASHINGTON STATE BARRIER FREE CODE Legal Description CODES A All work shall conform to the applicable building codes and ordinances. In rase of any conflict 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. THE DRAWINGS AND SPECIFICATIONS A Structural, plumbing, mechanical, 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 shall notIry the Architect of all discrepancies with a written request for clari1lcation. Any work Installed in conflict with these drawings or the Tenant Improvement Specifications shall be corrected by the Contractor at no expense to the Owner, Tenant or the Architect. B. See sheet TIO for additional notes and epeclTlcatlons C. Refer to core 4 shell architectural drawings and specifications, under separate cover, for additional Information. It will be the Contractors' responsibility to coordinaye any /all work between drawing packages. DIMENSIONS A All Information shown on the drawings relative to existing conditions is given as the best present knowledge but without guarantee of accuracy. The Contractor shall field verify existing conditions B. Dimensions on the plans are typically to the finish face of partitions or to the center line of columns. affecting the prior to proceeding with the Item or work affected. C. Door and rased openings without location dimensions are to be tour and one -half (4 1/2') inches Som the faces of adjacent partition or centered between partitions D. Locate partitions that are not dimensioned, flush and square with the existing structure or on the centerline of a window mullion as shown. Ades Building Area DODOS CA'FIN ICATICIE 12301 TU WILA INTER NATJLNAL BLVD - TUmR.A 914 98168 Owner SITUATE N THE CITY CF 11.KWILA, KING CANNY, WASHINGTON AND CONTANIKs E5220 SQUARE FEET OF LAND MORE OR LESS SAENY CORPORATION 101 ELLIOTT AVENE 'LIME 330 SEATTLE, II148HNGTCN 9599 TEL- (206) 287 -0700 CONTACT: STEVEN D BLACK Tax Parcel Am 092304 - 9367 -08 Construction Type TYPE IL CIE HOUR FLOOR 1: FLOOR 2: FLOOR 3 TOTAL: Occupancy B - DATA CENTER Parking Provided 3 CARS : 000 AT BEGINNING AT A PONT ON THE SOUTH LINE OF THE NORTH HALF OF THE NORTH HALF OF TIE SOUTHEAST (WARIER OF THE SCUT FEAST QUARTER OF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, U LLA -TETTE PERIDIAN, KMG COINTY, W N-MICH THAT IS S S9 30'15' E 609.'74 FEET FRal TIE SOUTHWEST CORER OF SAID NORTH MALT OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF TIE SOUTHEAST WARIER. THENCE N 02 1T25' E 323.19 FEET TO A POINT CH TIE NORTH LINE OF SAID NORTH HALF OF THE NORTH 144LF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER THAT IS 5 89 2193' E 61427 FEET Mal THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 91 THENCE S 59 21'33' E, ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER Cyr £Dl,T ..°fiT 0JARTE , 104J6 FEET TO A POINT THAT IS N SE 2T33' W 30000 FEET FROM THE INTERSECTION OF SAE NORTH LIE OF THE SOUTHEAST QUARTER CV THE SOUTHEAST QUARTER WiTH TIE.UESTER:I RIGHT -OF MAY LEE OF FRIIARY STATE HIGHWAY NO. I (SR 99) 50115 IISTH St TO JCT. SSA. NO. i-K APPROVED .SLY 23, PElIt THENCE N 2413'53' W ELI! FEETI THENCE N ea 5574' E 5846 FEET. THENCE N 52 2271' E 6093 FEET. THENCE 5 05 0110' E 5.41FEETS THENCE N 15 53'44' E 10601 FEELS THENCE 5 15 35'55' E 753 FEET. THENCE N it 35'51' E 6196 FEET* THENCE N 13 32'42' E 1658 FEET TO A POINT ON SAD WESTERLY RIGHT- OF-WAY LIE OF SR 991 THENCE FOLLOWING SAID WESTERLY'RIG4HT- OF-WAY LINE ALOI, TIE ARC OT A 28500 -FOOT RADIUS NON - TANGENT CURVE TO. THE RIGHT, (THE CENTER OF WHICH BEARS 5 TI 3T33' W) IS OUGHH A MURAL ANGLE OF 4 04'51', A DISTANCE OF 20050 FEET* THENCE CONTINUING ON SAID WESTERLY RIGHT -OF -WAY LIE S R 222 E 314.11 FEET TO A PONT ' ON SAID SOUTH LIE OF THE NORTH HALF OF THE NORTH SALT OF THE SOUTHEAST QUARTER OF TIE SOUTHEAST QUARTER/ THENCE N 59 3018' W 45801 FEET TO THE POINT OF BEGENWR. "L)uru2) 29921 SF 34 ,040 AT 32456 SF 95,823 AT FIRE PROTECTION A If necessaryprovide fire stopping at all vertical and horizontal penetrations of fire rated elements as required by the govering authority. N Contractor is responsible For modifications to the existing Fire Protection Systems as required by the work of this Contra, C. Contractor shall provide occupancy signs conforming with applicable codes requirements. D. Contractor shall provide exit signs In the type, comber and location as shown on plans, or as otherwise required by the local inspector. E. All exit doors shall be operable from the inside without key or any special knowledge. N Interior finishes shall not exceed a flame spread rating or 25 at exit corridors (walls I ceilings) G. All modirrctions and/or expansion of the building fire alarm system are to comply Washington State Building Code With ADA t Washington state barrier free requirements for visual and audible alarm signals. H. Refer to Sheet 710 for additional Fire Protection notes GENERAL CONSTRUCTION A The contractor shall invTtlgate and verify locations of structural mechanical and electrical elements and other existing conditions prior to drilling or cutting of slabs or structural members. Notify the Architect of any coTlllcts prior to begirnlny work B. The Contractor shall be responsible For providing all wall blocking as required For all wall and wiling mounted Items. C. All construction shall be stabilized against lateral movement in 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 or calling grid or other finished surface. E. Mechanical, electrical and sprinkler work shall be conducted under separate permit 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 so that Finish wall surfaces will be flush C. Provide galvanic Insulation between dissimilar metals. D. Refer to Sheet 710 for additional Finish notes WALL FINISH NOTES A. All paint, wallcoverings and wall panels shall be applied In accordance with the manufacturers specifications For the particular surface applied upon. B. Samples of all finish colors specified shall be et omitted for approval by Architect prior to the commencement of work G Flame cnroa.t ratlnel, rnr Intannr Finish to be Class 3 or better. Description of Work ROOF SCREEN MODIFICATIONS THIS WORK 15 COMPRISED OF TWO (2) PIECES: THE FIRST PIECE IS TO ERECT A NEW ROOF SCREEN AROUND A PORTION OF THE ANNEX BUILDING TO PROVIDE A VISUAL SCREEN FOR THE REMOTE GENERATOR RADIATOR WITS. THE SECOND PIECE IS TO INCREASE THE HEIGHT OF A PORTION OF THE PRIMARY ROOF SCREEN ON BUILDEYG A TO PROVIDE ACOUSTICAL CONTROL TO COMPLY WIN THE CITY OF TUKIILA NOISE ORDINANCE THIS PIECE ALSO INCLUDES THE INSTALLATION OF INSULATED ACOUSTICAL PANELS TO THE INSIDE OF THE EXTENDED SCREEN WALL Pro'ect Team Architect: SABEY CORP. ARCNITECRAE GROUP El ELLIOTT AVE. W BLIfIE 330 SEATTLE, WA 98119 TEL: (206) 251 -8100 CONTACT: STEVE BLACK e -mall: SteveE•Sabey :om Construction Manager ERNST 4 YOUNG LLP 999 THIRD AVE SUITE 1 500 SEATTLE, WA 98104. TEL: (206) 654 -1438 CONTACT: MARCUS FOERSTER e - mall: Marcueoerster'ETCOm Drawing Index ARCHITECTURAL: TEE COVER SHEET At0 ROOF FLAN 4 DETAILS AU BUILDNG ELEVATIONS STRUCTURAL: Si Amex SCREEN FLAN AND NOTES 82 Amex SCREEN DETAILS SHOP DRAWING S I ROOF SCREEN EXTENSION DETAILS 2 ROOF SCREEN EXTENSION DETAILS MECHANICAL: NOT REWIRED ELECTRICAL: NOT RECHJIRED Contractor: SIEEY CONSTRICTION 101 ELLIOTT AVE. W. SUITE 330 . SEATTLE, WA 98119 TEL: (206) 241 -8240 CO NTT: Doug Gardner e -mall: DougG•Sabeyaran Structural: NELSON - BOURPAGEE, NC. 512 SIXTH ST. SUITE 202 KIRELAND, WA 98033 TEL: (425) 521 -5995 CONTACT: ROBERT BWRDAGES e -mall Nelabdtrearulcam I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any of con- adopted copy copy of or approved roved plans acknowledged. tray PP ESP' .. NO T . SET s APPT1I►. D PLAN ILIST -- ON TT _ JOB A L i' TIN Pt D!JR'INI: cONST t,TION. S BU PG IS ' •T TO BE CCU' ,D UNT o.FTE'R El CTION - ROVAL - (FIE (WI ILDIW' .IVISIGI GEFARTMENT OF COMM ITN OEVE ENT REVISIONS r 5 SHALL BE MADE TO 'CF WORK WITHOUT 'RID' TUK.T11A BUILDING DIJI . :'. Po -(ILA tit. 13If i- , f WLECTRICAL/TELEPHCNE NOTES A Refer to Electrical Engineers Specirlcatlons Manual for Electrical/Telephone notes MECHANICAL NOTES A. The HVAC system shall comply with all applicable codes. 5. The Contractor shall 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 shall provide balancing and reports. D. Refer to Mechanical Engineer's Specifications Manual for Mechanical notes. EQUIPMENT A. Where: shown on drawings, Install Building Standard plumbing fixtures, fire extinguishers and cabinets in accordance with the manufacturer's instructions. EQUIPMENT LABELING A. Label all mechanical and electrical components ( c at telling) with appropriate colored dots on the ceiling grid. Color coding system to be Sabey corp. std as follow: Blue: HVAC units/ exhaust Green: Water (shot off) Red: fire systems Orange: HVAC control Yellow: Gas E j E 1 I Ll L REID MIDDLETON FEB - 9 2001 CONSULTANTS ARCHITECTURE REVISIONS 02-705/01 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 duplicated, used or disclosed without the written concept of the Sabey Corporation. ALE: DRAWING NUMBER: EXODUS fintergatewest RECERbu (:IN OF TUIM'ILA DRAWING TITLE: COVER SHEET 11.11II t.timTER PROGRESS DATE: 02/05/01 PLOT: PROJECT NUMBER: 99 - 10 - 05 DRAWN BY: bob CHECKED BY: JUL APPROVED BY: L EXIST. OPENING ❑ D TAPER DOWN LAST 5 0 0 18 GA. PREFINISHED METAL FLASHING. ACOUSTIC PANEL CLAMP STRUCTURE, SEE SKETCH SK— A06.3. SOUND ABSORBING PANELS, EMPIRE 'SILENT SCREEN' 2" THICK. NEW SCREEN WALL FRAME, TS4x4xr. EXISTING SCREEN WALL FRAME, TS4x4xr. EXTEND NEICzNT OF EXISTING SCREEN WALL BY 3' -O'± ADD ACOUSTICAL MATERIAL TO INSIDE OF EXTENDED SCREEN WALL. SEE SHOP DELI& 1 2 AND DETAILS BELOW. 6" MAX. EXISTING SCREEN WALL FRAME, TS4x4xr. 3/8" BOLT & NUT, GALVANIZED., SLOTTED HOLE IN TEE FOR ADJUST. AT ;4' -0" O.C. ACOUSTIC PANEL CLAMP STRUCTURE, SEE SKETCH SK— A06.3. SOUND ABSORBING PANELS, EMPIRE 'SILENT SCREEN' 2 "- THICK. BRACKET TO SUPPORT ACOUSTIC PANELS PER MANUFACTURER'S RECOMMENDATION. SECURE NEOPRENE SEAL TO ACOUSTIC PANEL USING #8 SELF — TAPPING SCREWS AT 12" O.C. OVER CONTINUOUS 18GA. x 1 \" GALVANIZED STRAP. SOLID NEOPRENE SEAL, CONTINUOUS. EXISTING ROOF -0® .1/16 " =1' 0" 4246 12 0..1, A ► I I NEW SCREEN WALL TO NIDE RADIATOR UNITS. SEE SI 4 52, 24 36 60 L 2 "x2 "x3/16 ", CONT., GALVANIZED. 3/8" BOLT & NUT, GALVANIZED., SLOTTED HOLE IN FEE FOR ADJUST. AT ;4' -0" O.C. TEE CUT FROM W6x9, GALVANIZED, . FULL HEIGHT. ACOUSTIC COMPRESSION SEAL. SOUND ABSORBING PANELS, EMPIRE 'SILENT SCREEN' 2" THICK. 1 © 12 TYP. EXISTING OR NEW SCREEN WALL FRAME, TS4x4x1 /4 ". EXISTING OR NEW SCREEN WALL METAL SIDING. CONSULTANTS REVISIONS FILE: ARCHITECTURE 353 ERED 1/ 1 1 7' 1 E CC� nHN STA1E OF WASHI • ISSUE DATE ID2 /05 /01 All drawings and written material appearing herein constitrte the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concern of the Sabey Corporation. EXODUS fintermewev DRAWING TITLE: PERMIT C PROGRESS DATE: 02/05/0 PLOT: PROJECT NUMBER: DRAWN. BY: bob CHECKED BY: rh5 APPROVED. BY: DRAWING NUMBER: RECEIVED prtY_(1F TUK`A'1tA ROOF PLAN NORTH ELEVATION BUILDING 06fr0 � UNE :1 I I I I I _ LIEWE ® .�. mama , M EM EMEE BE= U n'9 I I I' OEM fol EAST ELEVATION BUILDING t4 SCALE 1/16" =1° 0" 0246 12 24 36 WEST ELEVATION BUILDING A SCALE 1/16 " = 1 ' - 0 0246 12 24 36 NEW AMEX ROOF SCREEN 48 46 60 60 SOUTH 'ELEVATION BUILDING 14 CONSULTANTS REVISIONS ISSUE DATE EGI • N W. STATE OF WASH II PROGRESS DATE: 02 /05 /01 FILE: PLOT: 1: i \� PROJECT NUMBER:'' \ DRAWN BY: BOB ;5 i uSV CHECKED BY: JWL APPROVED BY: t ARCHITECTURE DRAWING NUMBER: A1.1 RED 02/05/01 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. EXODUS finurgcgewest DRAWING TITLE: BUILDING ELEvATIONS gECE1VE CIT' BF TIIKWIIA PER OT CENT, GENERAL NOTES CODE: UNIFORM BUILDING CODE (UBC) - 1997 EDITION LIVE' LOADS • . ROOF ...............25 PSF (SNOW) BASIC WIND SPEED ...........80 MPH, EXPOSURE C SEISMIC . ...........ZONE 3 - GENERAL CONDITIONS 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. INC 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. 1 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:.' & 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 RAILING CODE, 1991, 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 COOC'(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 CONCRETE INSERTS CONCRETE INSERTS SHALL BE MANUFACTURED BY HILR OR APPROVED EQUAL SUBMIT ICOO REPORTS ON ALL FASTENERS GROUT GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE NON- METALLIC, NON SHRINK GROUT HAVING A COMPRESSIVE STRENGTH OF NOT LESS ' THAN WS: P55 SUBMIT IC80 REPORTS FOR APPROVAL REINFORCING STEEL T. REFERENCE STANDARDS: ACI 'DETAILING MANUAL' (SP -66); CRSI MANUAL OF STANDARD PRACTICE (LISP -1) 2. MATERIALS REINFORCING STEEL: AST IA A615, GRADE 60 REINFORCING FIBERS: POLYPROPTLENE 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 CAST AGAINST FORMED SURFACES WEATHER FACE ...1 -1/2 INCHES, 15 BARS AND SMALLER 2 INCHES, /6 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: 1. 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) GALVANIZED ALL OTHER STEEL - ASTM A36 (Fy = 36,000 PSI) BOLTS - ASTM A307 T':P1CAL ASTM, A325 -SC AS NOTED ALL ASTM A325 BOLTS SHALL BE ENGINEER APPROVED SELF LOAD INDICATING TYPES, AND :HALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL WELDING SHALL CONFORM TO THE ANS CODES, AND SHALL BE BY WARD CERTIFIED WELDERS. WELDS NOT SPECIFIED SHALL BE 1/4' CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES. 4. REMOVE ROLLING LUBRICANTS AND OTHER MATERIALS THAN INTROIT APPLICATION OF SPRAY APPLIED FIRE PROOFING. STRUCTURAL STEEL WELDING 1. CONFORM TO THE AWS CODES D1.1 AND 01.3., AND USE ONLY CERTIFIED WELDERS. WELDS NOT SPECIFIED ARE 10 BE 1/4' CONTINUOUS FILLE MINIMUM. USE DRY ETO ELECTRODES. SHOP DRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF REPROBUCIBLES FOR RENEW PRIOR TO FABRICATION FOR THE FOLLOWING: I. STRUCTURAL STEEL FABRICATION DRAWINGS IF THE STEEL FABRICATOR'S SHOP DRAWINGS DIFFER FROM IRE BUILDING OFFICAL APPROVED DESIGN DRAWINGS, REDESIGN DRAWINGS BEARING THE PROFESSIONAL STAMP OF THE ENGINEER OF RECORD SHALL BE SUBMITTED TO BUILDING OFFICAL FOR APPROVAL 2. MISCFIIANEOUS STEEL FABRICATION DRAWINGS, CALCULATIONS AND DRAWINGS ARE TO BEAR THE SEAL OF A WASHINGTON STATE PROFESSIONAL ENGINEER. INCLUDE PROVISIONS FOR CONCENTRATED WADS. SUBMITTALS SUBMIT .3 COPIES FOR REVIEW PRIOR TO FABRICATION FOR: A) CONCRETE INSERTS B) EPDXY ADHESIVES C) GROUT INSPECTIONS REFERENCE STANDARDS: UBC 10B. INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY RAE BUILDING OFFICIAL. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED. VERiFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING TS PLACED IN ACCORDANCE WITH APPROVED PLANS. CN`SK FOR REWIRED COVER, SIZE AND GRADE. WELDING: PROVIDE INSPECTION IN ACCORDANCE WITH UBC 108. SPECIAL INSPECTIONS SPECIAL INSPECTION BY WADO CERTIFIED INSPECTORS IS REQUIRED IN ACCORDANCE WITH DIE 1997 UBC SECTION 1701 FOR THE FOLLOWING WORK ITEMS: STRUCTURAL CONCRETE BOLTS INSTALLED IN CONCRETE CONCRETE REINFORCING STEEL STRUCTURAL STEEL FABRICATION AND ERECTION STRUCTURAL STEEL DECKING HIGH STRENGTH BOLT INSTALLATIONS AND TIGHTENING OPERATIONS . SPRAY APPLIED FIREPROOFING ANCHOR. BOLT INSTALLATION EPDXY EMBEDDED ANCHORS STRUCTURAL STEEL EMBEDMENT IN CONCRETE THE SPECIAL INSPECTORS SHALL, IN ADDITION, BE QUALIFIED IN ACCT.:I/s- ANCE WITH THE 1997 UBC SECTION 1701.2 AND PROVIDE THE DORIES :ND 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 CHANCES PRIOR TO INSTALLATIOE DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAYANGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. ALTERNATES: ALTERNATE ASSENT/LIES AND MATERIALS NIL BE CONSIDERED FOR REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEW. UBC SECTION 1701.5.1 UBC SECTION 1701.5.2 UBC SECTION 1701.51 UBC SECTION 1101.5.5 UBC SECTION 1701.5.5.2.2 UBC SECTION 1701.5.6 UBE SECTION 1701.5.10 UBC SECTION 1701.5.15 UBC SECTION 1701.5.15 UBC SECTION 1701.5.15 JOBSITE SAFETY' THE ENGINEER HAS NOTE-TEEN RETAINED DR COMPENSAIED TO PROVIDE DESIGN ANU,'UR CONSTRUCTION RENEW SERVICES RELATED. TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES (1R:. PROCEDURES FOR THE CONTRACTOR. TO PERFORM HIS WORK. THE UNDERTAKING UT PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PRUNDING A SATE PLACE FOR. TILE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, 14511S, USE WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. By K -r g r :T:3 ur-;. - �' E e _, -,t ca< .._tz. .. �;.i::t r TCTTOYA1 R: KEY PLAN S -1 Trreisu ^_s of e nab= S:a llcg COft ft.:sloss of We Usaforet OUiTAEI0 CON 0 W Iinemil State T3aaies -Free Regukuioes W':? D Wsi Tar=es Scat Energy Code €fir 51.11 WW1 Theprejos:Wks, s rd ate for eaar nMa aft mdiaakdadad , oaadddada atiwpaxc4. sadpasi rues _a szaiccm ee cyaireasma and lwer?nsa:;om: of lb;evctaiag aerFaa - 54 : ad.. dd. oe...s:;: eca.w <mi�aaaEadiaaaofRueddTeeesaFNata Ixacefdata4rtida a saccadaane -i tc: - of me 8a ia,u:iataa Oat rs su34 uf>tt ;q 3eris;C ;on •i T L I ) Dote C0/O / 1 2_ BUILDING A NORTH ANNEX ROOF FRAMING i'Li\(' LA S(:'ILF: 1/i6" =. I -U NORM AjjRFNA 11ONS;_ AB ANCHOR DOLT ALT ALTERNATE APPROX APPROXITA TE DIM BOTTOM DDT DOTrOII DUG HEARING DIW BETWEEN CJ CONTROL JOINT CLR CI EAR CPU CONCRFIL 0555050 UNIT COL COLUMN CUNC CONCEIT, 1E CONN CONNECTION CONS CONSTRUCTION CONT CONTINUOUS CONJR CONTRACTOR CTR CENTER DE DETAIL DIA DIAMETER DIAL DIAGONAL DIM DTMENSI! N El. DEAD LOAD EA EACH FT EACH FACE ELEV ELEVATION ID EQUAL EQUIP EQUIPMEFI' ES EACH S!IE Ek' EACH WAY EXIST EXIS TON F 1154511 GRADE TIER FLUSH I RATE EEG FLANGE FLIT FLOOR FP FULL PENE FE FOOT F FOOTING FS FAR SIRE GA GAUGE GALV GALVANIZED CR TRADE HOR HOOIZL4:IAL HT TORCH INCH JI JOINT I L LIVE LOAD IOC L OCAIIOI !!AX MAXIMUM !,!D MACHINE HOTI MEGA MECHANICAL HER MANUFACTURER MIN MIRIMLIM 6lISC LIISCEI I ANEOUS 'AL 14tCR0. LAM (LAMRNAIID VENEER LUMBER) NO NUMBER NS NEAR .9DE NTS 1101 TO STALE OC 011 CFN TER 511 0111101 IF HAND (XINGG IX'EN,;NG 010 OATEN RD 5101:10 D0110 (RIM 001011) DSF 0111SD1. FACE Pct FOIJRDS PER SOU- - -OlE 1115 PSi POUPNE; PER SQUARE 101.11 R RADIUS REF REFERENCE RETNF REINFURCWG RE 5U REDLIIO[D 5 SLOPE' SETH SetIEOiILF SEC SECTION ST SOLIARF FOOT SHT 0! TEE i SITA SIMILAR 1FCS SPACES SPEC SPECIFIC.A 110115 SID Sii,ltlJll1;D OIL SIEEI SERIUCT OWE IIIOAt. TOP 1110 THICK IOC TOP OE CUNLHFIF IDS TOP C!I STEEL IOW TOP or WALL TS TIRE STEEL 1`P TYPICAL ONO UNLESS 11015!111 O TFIERY.TSL br01 VERTICAL µ' WITH 1.115 CS E EL HEADED STUD III UTJGIII 19VUT WELDED HIRE 1AURIC INDEX: SI - GENERAL NOTES, INDEX & ABBREVIATIONS So - PARTIAL ROOF PLAN AND DETAILS 1 EQ \ N i78 TYP E0 1X EQ EQ LL. EQ I EQ ., 9l /CXYx4S1 4 1 4 / 91 C T 4/1 9VC ti r f 91 /£X0,491 (.--[ J EQ - ) L•_1 --\ EQ EQ 3/8x4x0 3/4 A307 TS Borth I TS4x4x1 /4 S!DES 1/4 V—\� A 1 . 1 -1/4" GUSSET PLATE 11' -9 3/4' ELEVA TION SCALE 1/4" = 1'- 2" (4 EO SPACES) TYP} 7 /4 �] 1 r 4x 4 x3 / 8" FAR SIDE OF TS R 1/4x4x1' -2 1/2" WI (2)3/4 "0 A307 BOTH SIDES, TYP 7" GAS 3 /4'o A307 4/ TYP 4 2• 8 1/2 "1 , - -1/4' END It TTP TS4x4x3/16 12 FIELD VERIFY LOCATION OF BLOCKOI)TS ( J 1/4" GUSSET IE� \ R 3/8x4x0 FAR SIDE OF 1S TYP 1/4 V— TYP 1 /4 V ''. (2)p 1/4x8x1' -0 15%(2) HIL11 KVAKHOLT 11 EA PLATE • ! EMBED 4 3/4' 1 1 J SECTION ELEVA TION SCALE 1/4" = i' -0" ) -- - -26 CA GALVANIZED V -LINE 32 STEEL SCREEN WALL '1 EACH PANEL TO SPAN THREE BAYS MININMUM ATTACH WI HILTI 12 -24 HWH 4 10411(-PRO SCREWS AT EA VAL EA SUPPORT AND 6" O.C. AT PARALLEL SUPPORTS SCALE 3/4" = 1' -0" ifk TYP TOP OF PARA PET ANNEX ROOF TO 158x4x3 / CONT SIP 20\ TYP 52 EL E VA TI ON SCALE 1/4" = 1' -0" N --�(i TS 6x4x3/8 CONT 1 4 TS4x4x1 /4 ELEVA TION 5/16 END It I /4 ",, 1 1/2' LIP /i1 OF SCALE 1/4" = 1' -0" TS 4x4x1/4 14- 's2 .. R 1 /4'x 12 "x1' - 0" ° f - IS8x4x3 /8 1' -0'- 1 ( 3/40 HILTI KW1K BOLT II V 5 /16 I EMBED 4 3 ELEVA TION BEVELED WASHER AS REOD - R 3/8 "x4 "x0' - -6" - -_ - -TSB x4 �, i � I 0307 BOLTS .i I / h�� PLAN VIEW N TS4x / L 52 S-4 1/2 "xT -2 T /2" CLR OPENING SECTION HALT! RIDE BOLT II - .3/4 EMBED 4 3/4' (2 PLACES) T BEVELED WASHER AS REM) D F TA I I SCALE 3/4" = 1' -0" / R 3 /Bx4xL‘ -10" 1/4 i. ELEVATION PLAN VIEW 'I 4 . 23' 2' 11-10" 1S4x4xl/4, PIP REVIEWED MAR 6 REID MIDDLETON, INC.' ROOFING 3/4'0 A307 - -- DOLTS, 1TP I/4" LOD P. TYP IE 4x4X3/8 - .' r - -- - -- 00111 SIDES / 1/41/ R 1/4x12x1' -0 "- BLDG A NORTH ANNEX PARTIAL ROOF SCALE. I /8" = 1' -0' F \ \- - 11- 3/8x4x4 )h 1/4 IT 3 /Dx4x0' 6 4'0 SID PIPE SECTION OFTAII 15� 10' -3' 1 3/4' NON- SIISINK GROUT SCALE 3/4" = 1' 0" 1411 KVAK 00E1 II 3/4'0 FIASCO 4 3/4" (4 PtSF15) 8' GONG ROOF D) b P ANNEX � T -PARAPET— BILL OF MATERIAL NO. TO SHIP AS 6Y NO. SECTION SHIP IMRK MARK CS . � PT. IN. REMARKS WEIGH( r r3 r f( " BILL OF MATERIAL NO. TO SHIP AS 6Y NO. SECTION SHIP IMRK MARK CS . � PT. IN. REMARKS WEIGH( IMu_— r3 r NM , 5 1(o N IA .� ' ■ xI 9 -4- 1-1-1-1-- e) — -- As 5HoWIJ 9,- v z s vl t o < i „� (-6 ; ft'cl SEc T PO 6-5 2 LC0 g 4g54,, g — N/K (CR ` C f , OPP NANO . A II3 wT5=s. t 5 ea SPI. !T FROM WV 10 14 Ft14x4 ® B I l 112111111=111111 Imo L6ox 4+45 /6, i5 Co - ft 4 oe 4 0 4- 32 ID L.2.'7,C 1 - . JII1_IMI MIIIIIIII) INI - =M® -- BRACE ® . '4 11 0 i ,- { ,,4 a 5 MS I-I 14$ L '2,11 5 14. 15 5 11 IHir I 1 3 i diJE Ile 1.4-d4-$. 9 1 4 M,1t:4.'2E n. 115 FIELD SOLT5 E A301 • o I`& wit-lull WA I.V 11 34 04. A315 0 Z. t.014CN11T4wA o G — _ -......,.u. =ter• - / 5A Ak5 PPRQVAL , < 819 11111■Wri rN ,. ...( 3�CP &- j 1" 4 +44 GiTf OF ;UKyi1A cfl,ofTuKVIA pPPRGi; G ` - 'p''� � I , H ERMIT :::: i ALAI w:8( DEBT. VIElDERS WAB "" I PRIM9 0 F DAiE APPVI. REV. 0 OPEN HOLES 1 LI•N• I EHDd EDGE DI9TMICE II _ U.N. �-fe, 1011 %° NNEENNE IGAINNicacrons 7301 197TH PL. N.E. • ARLINGTON, WA 98223 TEM Ae.OUSTIC PAAEL STEEL, AvvE© SGREENI WALL. DIET STREAM 't'• t TU Kw I LA IACA TKN ' < A BF Y MC IA sr x PLEASE 175- I1JE +`k liweR boww" /1m/ o A.412 PROvt0 /'\ v Tp PE2n IS NeeorQ See s Tavavell t KeTZN � 9 . 1 4' -o t y'm 9'-c2 1'6 , 1' -4. 3' 2E-Mtr+4! 1- 1 IA r€ Di Fil.L ®F EXIST Vwi1•W " FIELD WEI.p EA. ND 1D rat 51"4.16 Z FRAM% ry T5 4X4s x 4 , __- --, 1W-e, 1 4'0 t6 !o 19 its' -o e. 9=6 '7 141. Q r ltro 1 7'-G I '7.4 74, 14. 7 =4 14. 7 -`6o 7=4 ' 7' 4' -0 2L1'2, 1J O-re : LOCA-re OEt I c04. oa r ib - w/o ecrAC* 1 _ 1 c . ; a I Ilz .►- WALL_ .1..A1J 5 tit 1 4 Sic 4o 4 ' - I d-� In t U-1 1'1 -- NK 1 N'= [] REVIEWED IZ ;'REVIEW ED AS MODIFIED (] REVISE AND RE-SUREST ❑ NOT REVIEWED Reviewed c^y tc etem(a h the des,gn concept. The Engineer does not .per r.. contained on this drawing Is either accl.ra or coIprt - . Sole for m , design, details and dimensions s 1 romain wth H- ysubmitting the drawing. POGGEM:EYERDESIGNGr.3UP, INC,' By:) / Date: /.67/1 .. _... �.,- ONE~ t 1K T1? V ?Wei. DUKE 4r /6' oc . ato VGP tFy EXACT LOC/Priory c f ; & rte. (Loan New e R.4cI D1recTty overt- exisT o. Cale(?) - 1 - °\ 1,-1\ -) WtS�s NI< 10 1W 2q PtACEs 5 --413 t31ZACE BRACE L 4g 4 g 1 . f GR -oh- GL F5- 12=11 �B PLEASE DEPWE' Lb1Mtr1 /P " AD PiPa-DV/PIE 9' -1 j>.< 1N e T/ 4 4 '.4 2' -9= 1Jo-1-E : Loc.6t -r* dtJ 'IB' vo4eizE BablcE ID'otcaftS L 2 -2A L4 PE 4 - ?9 2 Co?E A OE► J OPP NAµ S ECEil I A li 1 POGGEMEYE� R DEt L — _ NOFT= 7GIVIS SABEY CONSTRUCTION INC. - SUBMITTAL REVIEW - CI APPROVED ❑ A ?PROVED AS CORRECTED ❑ REVISE A RESUBMIT 0 NOT APPROVED Approval rs only for confonnencae a v dihthe bm' A the project and g n ran to the contract IMilesMS. Th,s sghcontractorig i et resP hat Pertains toiheabrc o ^pr cess, lob s te, or t °fhe techniqmuesaf consiruc�9�o ^�a^�d f�oyr wortlineuon o1 t e Of ali trades. t SUBMITTALCaS2 -SECTION# JOB #_ I G _5 Ol r3 r , 5 1(o 9 -4- 1-1-1-1-- e) — -- As 5HoWIJ 9,- v z s vl t o < i „� (-6 ; ft'cl SEc T PO 6-5 2 LC0 g 4g54,, g — N/K (CR ` C f , OPP NANO MC IA sr x PLEASE 175- I1JE +`k liweR boww" /1m/ o A.412 PROvt0 /'\ v Tp PE2n IS NeeorQ See s Tavavell t KeTZN � 9 . 1 4' -o t y'm 9'-c2 1'6 , 1' -4. 3' 2E-Mtr+4! 1- 1 IA r€ Di Fil.L ®F EXIST Vwi1•W " FIELD WEI.p EA. ND 1D rat 51"4.16 Z FRAM% ry T5 4X4s x 4 , __- --, 1W-e, 1 4'0 t6 !o 19 its' -o e. 9=6 '7 141. Q r ltro 1 7'-G I '7.4 74, 14. 7 =4 14. 7 -`6o 7=4 ' 7' 4' -0 2L1'2, 1J O-re : LOCA-re OEt I c04. oa r ib - w/o ecrAC* 1 _ 1 c . ; a I Ilz .►- WALL_ .1..A1J 5 tit 1 4 Sic 4o 4 ' - I d-� In t U-1 1'1 -- NK 1 N'= [] REVIEWED IZ ;'REVIEW ED AS MODIFIED (] REVISE AND RE-SUREST ❑ NOT REVIEWED Reviewed c^y tc etem(a h the des,gn concept. The Engineer does not .per r.. contained on this drawing Is either accl.ra or coIprt - . Sole for m , design, details and dimensions s 1 romain wth H- ysubmitting the drawing. POGGEM:EYERDESIGNGr.3UP, INC,' By:) / Date: /.67/1 .. _... �.,- ONE~ t 1K T1? V ?Wei. DUKE 4r /6' oc . ato VGP tFy EXACT LOC/Priory c f ; & rte. (Loan New e R.4cI D1recTty overt- exisT o. Cale(?) - 1 - °\ 1,-1\ -) WtS�s NI< 10 1W 2q PtACEs 5 --413 t31ZACE BRACE L 4g 4 g 1 . f GR -oh- GL F5- 12=11 �B PLEASE DEPWE' Lb1Mtr1 /P " AD PiPa-DV/PIE 9' -1 j>.< 1N e T/ 4 4 '.4 2' -9= 1Jo-1-E : Loc.6t -r* dtJ 'IB' vo4eizE BablcE ID'otcaftS L 2 -2A L4 PE 4 - ?9 2 Co?E A OE► J OPP NAµ S ECEil I A li 1 POGGEMEYE� R DEt L — _ NOFT= 7GIVIS SABEY CONSTRUCTION INC. - SUBMITTAL REVIEW - CI APPROVED ❑ A ?PROVED AS CORRECTED ❑ REVISE A RESUBMIT 0 NOT APPROVED Approval rs only for confonnencae a v dihthe bm' A the project and g n ran to the contract IMilesMS. Th,s sghcontractorig i et resP hat Pertains toiheabrc o ^pr cess, lob s te, or t °fhe techniqmuesaf consiruc�9�o ^�a^�d f�oyr wortlineuon o1 t e Of ali trades. t SUBMITTALCaS2 -SECTION# JOB #_ I G _5 Ol (4 N VK 2 A P057 T54 +9-0 ,, 5'0 V <a 1 3C0^'NK rt. 1 4K ¢KO' - 0 NE N 2E --- T ..4.4 A 4.1 -10 1e,4- 49 2F 2 14 2 1e tt 4 2F,2N,2K, 21,4 2 1 1 T 1r-? . (IZ' a4 I• 534 44 V it 1 N M‹ 2F -- FRAME ov►E. tic_ _2u 1 1 1 r 8' d 2 - NK_ _ 2 k __^- FRAME_ 8- a -ski. i I I k Dfe Mn 1 'Lo. , ( 7 S 1 = (15 '1=34 1 =5 ; 4 4� 2 �j REVIEWED 'REVIEWED AS MODIFIED REVISE AND RESUBMIT U NOT REVIEWED Reviewed on,y ss Lo general c : .r the. design concept. The EngineI-r does r . re that y e - rsere,en Co on this drawl r is either 2Calal, c: o p e. Seer :iy Ve CC-e, design details any: dimensicre she, re air I - r, the PEV,v submitting the drawing. POGGEMEYER DESIGN GROUP,, INC. By: Date: //a1/01 -- n S'f, 214 Ot tE M< 2P Ts 4K4�4 8'-3 2 ^ e, R S 'z 1 1 (1 E II "i 'j`' 4 NO. TO SHIP 14- 2A Ts 444.'4 2 V, TS 4.4 4 2 ft �4 2 w h m SHIP MARK n 2P ASST LURK 4 - 14 it IS. 4 d d 13 Ts 4k4 d P SECTION Ts 4x 4x `4 ft 1 13 FC ?54x4 2 e 4X 3'z FRAM 15444 `4 10 24. ie `4 X34 FRAME 4 - 2 1'54-.4. FELL) BOLTS 4 5 LENGTH Fr . IN. c, 1 1 a 4 - 4 I -`-zi ® ;z I4 15 14 (4 0 11 8 0 2 II 0'8 "1 3z REMARKS w/ NUT e...fr.t.:■/,1. WEIGHT 8'- 4 _ 5 - A5E - f BILL OF MATERIAL 64 GIP(' OF T1.01IA OFROVED MAR ? 1Ns APPROVAL SET 1 /16/2001 WRY OF - yyBWIL.A 'EMI, GEN,,h ceRT.WELOBB WABO IgLES. U.N. ENO A EWE DISTANCE U.N. Ru•rr. SERNMagaragairaMMI. IJET5T►2AM ¶1. TUKvv1 PRYOR DATE IZ REV. MPVL. SHOP O F jerl IP 7301 197TH PL. N:E. • ARLINGTON, WA 98223 REM Aco LI St► c PAKEt S -e t, APPE Sege[ -S-1 WALL