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HomeMy WebLinkAboutPermit D99-0106 - Raisbeck Engineering - OfficesRaisbeck Engineering City of Tukwila t (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const• Type: Gas /Elec.: Units: Setbacks: Water Wetlands: Contractor License, 032304 -9034: 4411 S RYAN WY 4411 S. RYAN WAY AOFF DEVPERM C /LI 001 North: SEATTLE South: Sewer: Slopes: EDIFICEI191PA Fire 0. East: SEATTLE RAISBECK ENGINEERING Phone: 206- 723 -2000 4411 S RYAN WAY, TUKWILA, WA ' RAISBECK JAMES D - °4411 S RYAN WAY SUITE: 301, TUKWILA WA 981780604 Phone: •;206- 652 -5540 101' YESLER WAY #206, SEATTLE, WA 98104 EDIFICE CONSTRUCTION Phone: 206 328 -2700 1417 31ST AVENUE SOUTH, SEATTLE, WA 981443909 * * k• k***** k * ****** " k ***** * * * * * * * * * ***k * *k *•k * * * * * * * ** k*** k• k * * * ** ** * * * ** * * * * * * * * * * * ** Permit Description:; EXTEND,! EXISTING“� SECOND FLOOR SPACE.,. TO CREATE''. NEW OFFICES. OCCUPANT OWNER CONTACT CONTRACTOR" `.MICAHEL JONES Permit Center Authorized Signature: • Permit No: Status: Issued: Expires: :Occupancy: UBC: Protection: .0 West: Streams: **** k***** 44* *** *4:* * * * *4c** kk** k******* k• k k*k************ ** * ** *k * *1ck * * * *•k *k *•k * *k** Construction, $ 185 - ,000:00 PUBLIC WORKS'PERMITS: *(Wat,er'Meter Permits. Listed Separate),. Eng. Appr: Curb.Cut/Access/Sidewalk/CSS 'N F i ".,Loop Hydrant: N .lood Control Zone: N Hauling: N Start Time: 'Land Altering: N Cut: Landscape Irrigation: N Moving! .0versi zed Load: N. Start Time: Sanitary Side Sewer: N No SeweMai n Extension: N Private: Storm Drainage: N ;`Street Use: N Water Main Extension: N Private: N Public: N * k********************** k** kk * * *k ** * * ** * *** * * **kkk *•k* * *• kyl •** * * * * * * * * * * * *k *'k * * *•k *k * *k* TOTAL DEVELOPMENT PERMIT ``FEES: . $ 2,429.59 **** k********** k******************** k********* k*• k* k*** * * * * * * *A * *k* *k *•k * **k * * *k **A *** Sizet'in); End Time:; Fill: D99 - 0106 ISSUED 06/.04/1999 12/01/1999 OFFICE 1997 SPRINKLERED /AFA .0 .00 .Date4,14 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: J(J % / Signature: Print Name: ,.,GL •tiSv J OS s 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. • Permit No 099 -0106 `Statute.. ICSUE � • App 1 i ed :04/02/ 1999 Issued 06/04/1999 *• k k •*.• k* k****** **`kk *, * *'k•k *•k.kk=krk Address 4411 S RYAN Suite: Tenant. Type DEVPiRM •Parse l : #,. 032304 •, 9634 k *.fi kk *iehA *, *;*' * * *4,, *** *k* 4; *•k ** *•k *k-A.* ** * * *•,.* .Pe rm it :•Condi.t i orbs ::'r • No changes ,will: be made., to the plans u nless Engineer and,the• Tukwila B0,1414ng. All ,pe0mi ts, ::inspect i on*,re,cor ds , = en�i approv.ed p 1 an shall ; he availablet the prior•.:tu the7" o any con stru T fre,s +i�ioume,nts are to Rbe mainta1nedi; and • :avail • able until •t pectlion ;alp r oval i., gr ant ed Eleetr , fr be•,obta`i'rred fthro }the W ton' , `:Cats D i v a pion of Labor` . and ; Ir dust r � i,,es a a1 1 e l ectr i a l; work wi 1 ty inspected btrta that agen i218 863. CO Plumbir {g�per��rti� be obtained thr aughthe eattie'',cf 1 Co,urity; tment Pub 1 i c'; l, P l umb in'g w ill be • i:rt "spee tha <i gency,t inc luding :all gas p {:296 1 472 2) .' 1 L Al 1n,e cal work shay i be; under separat permit hey C1t .' pfTukwila. . ; s. ;:;:>> :'All•feonti4t p'u;ct i on to be don e.;,1 ri conformance with r appr ov d r'�equi emenis ,•oft the lireifarm •Bul1d irig Code t Edi orz) as amertde,ii• Uni form harl i ca i , Code :. (199.7 Ed i t lor% and Wash i,n+ ton °rotate Ener gy Code T 99,7 F0.14:101.1),. '- Validity of Permit ' ThCASs ua at :a per viii t Or appr ova' pl n speciticati,ans, �an,d ;`coiupul~at�oris She not be con t ., ,...,t ,ravai'" of, . any v;.io lat� 5tr;u�d:• tq "f� � per,��iit f ur t 'bi^�`�a.p a t � , � an cif artier; of . tf ; tie k pr ov i's i ons , "of th e y bi i l d,i n+gi co :or of :' any: '. l , otherY;or dinande at 'the. ..iurisdiution tNo perms t pr e�uf»ir g give 'auth�rxity;�;ta violate Or cancelt t °,pr o„ri, sr onsa at t is. codes hai..i he v.a,l . a' r ' }; 4 • When *s:pec i a 1 inspection is requited ei ther the. o ner , archrtec't or engineer: shall not lily Tir w115aBuilding i 01v. icn of appu.:ji.nt'nre,nt of th "e� inspection a'ge'ncies,: prior the f it st l ui :04:04 inw,p: ction, Copies at special inspect ron report � shall` be:,submitte.d Ica' the Building Divisi In. a -t imely manner. ' Repur ts shall contain 'ati;dr ~ens, project name:' ;p rmi type: Of inspection b`C�'ing N performed. r it , >1, 9. The special insPe,0 1 if sub'niita'fina1 signed report stating whether the "work; requiring spec 0 thspection was, to the best of the inspe'+ .t�o'f s kpowi`:e;dget in conformance. with approved plans and spec i fi and the applicable.. workmanship provisions of the UBC. Project�iJa� e$ J( g � 4 /A/FCW / A 4 �ht Value opsiru� ion: �/ S 00b • sit ;r7ss: Am �f7 y 55172_6;w4 y V $ l�ip. / �y � rsber �d 34 "p7 Propertyl0�v e5 P !9 /5/3Eck ?nee) 72E - 2000 Street Address: 5,9/115 City State /Zip: F 6) 7 2.3— Z 8 p Contracto /t /Ge cevti 2uG7 tail 6...G1 ((5 eta 6.) inne:) 3,20 la o Str, / d � fres s J ,, 5 5' 7r&e, 64m !0! /� e: 6 322 - e Architect * /G , X14 joA/E5, 44 /' R Cfhlaz . $) f� C 652- 554 Street Add es City tats /Zf to l y �C t 64..494/ #070& 5 77t-,, w4 8/ F?) o 6) 652 - 5541 Engine< /ibR€oLi) C5 seA 6 6 ET) PM :6) 4 0 _62/.2 StreelAcl�ef : 7; Mo 49e: ' / v se77�iL. (�/f�sle/y/ F rZO G) 4543 - d 70 P �2 ) t .2 - 5557'0 Contac y rs n: doC i L / 4 , w/it 7E�G7> Stree) Ad7es`�p 1 2 �.l . ��'776 e / A t l0 �i / d / ZOG 6 5.2 -55 4 0 G # ) Description of work to be done: Cxr O '5T»J4 5Eco/D ,600.< 5P�cs 70 ci' •71 Al o -e /c�� Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family r: Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel N. Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office ❑ School /College /University 11 Other Will there be a change of use? ❑ yes 71 no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 11 no Existing fire protection features: ' sprinklers O automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: IV 57 existing Area of Construction: (sq. ft.) 4, ) S 2 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 10. no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF T('KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ 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 . pp lcatlo2acc t Date f AppfZken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERMIT.DOC 1/29/97 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUESTFOR PUBLIC WORKSSITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined;by the Public Works Department) - - , .- ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: BUILDING O OR ' THORIZED AGENT: Signature: _ —< 0 Date: 1/�/ f �+ Print name: , _ � )c C Fax #: j 06 6's - ,Q s54 e6, 6 v/ Address /0/ E G6 `mac, C j " City /State /Zips ' � J G/ol ALL COMMERCIAL /MULTI -FAM TENANT IMPROVEMENT /ALTER I TION PERMIT APPLICATIONS MUST. SUBMITTED WITH THE FOLL • G: y ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSE ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form' H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ® Floor plan: show location of tenant space with proposed use of each room labeled ❑ +❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ® Vicinity Map showing location of site 21 ❑ 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. ❑ CO Indicate proposed construction of tenant space or addition and walls being demolished ❑ d9�1 Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of f21 60 ki i k 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 ". ❑ ❑ 15(160 , 0g. Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMITDOC 1/29/97 •••,. ••• • %••••■ •••••..„. • „ • •.• 't ••• • • • i,k"i .„ ...-.ui.lu.....,:.........,.. - • ..,. : ... ' • (e; en' '•*4•*'..*:11:•.^ •-• • • : 'fief); 5 .• •• " CI •;:•: t4 0. L. C C. 0 T. .t.p. , P 1ft p 0,11 f.; '1„ , •• • , • .. „ ...• , • .„. , •.. . • .„ - • , . •:1.3':'f 1,114,4 N;'].14 • Hta ":;'')•;.:1413 3 Q9 ;,•.• 2 . 11 . .c.)t fr: I- . 1) iti t c. tr 4.414 jv '''• C'6 o •• • • i.yrt :..; • - 1411101111•,. • "... , 0 ci .. • . — "• , , 08/ ;9717 IOTAL 40••••• , • • • • .• • • •••• • • • " . • • • • s. *** * ** ***** k44-*** k* 'A** 4*** * *** * * k * A **A A *** * * * CITY C3F IL W :jc * * 47 . 2 E, 4 i; * 4 r k ITI R9800078 Amoun . _ Notation t CONfRtJCI ni t: CAB F ••• ." •••• -• D99 1)EVELOP,MENT PERMIT , . . , P et", eel Not'.032304r 903 4 , = : • Sile tldr.,esS: RYAN WY Loa tit ion:: 4411 i . RYAN WAY Total Fees: 2' . ''.*This Raytiierit .1,474.25 Total :'ALL Pmts: 2, 429 .59' . . . : Ua1anc . .00 '• * * *.* * *11 * * 4********4k*A*A****A***4 * * * * * 7 4 * ACC(3111,1t.,:c ode DesOription 'Amount 000/322.100 NONRE9 1.469.75 .000/386.804 STrTI. BUILDING SURCHARGE 4,5() - - - •3920 p6/o7 9,747 TOTAL, 1474.25 y. kyoe4 444 4/*.ir • V*A.414* kit 4-*****AlLii4 Asir lt,di*.A ******.A***kir: . 14 A , . TRNSMIT 144i4s.4 04 4 04/02/99- 11:1' •i4 .,t;i 0 ri ENOTNE • mit 'mu 1 ni WQ" Dqq-01 V p — o T DEVAERI4 citir; 40 ,` :Tot#1: Fees ' 935.34 Total LL P�ts • • 0 * 1‘ * •A* *-k* * * i** Code • , Desq,r,1 pt ioi • f)LA 2074.04/05 9717 • TOTAL 955.34 9 4 1 , . . 1 4.. Iv , *1 : 4 ft * * 12,1 , '95,5•.34 -Pro to-eel- Type of ct�ion: Acijdr se 44 fil Date called: 75/99 Special instructio 5 0 : Date wanted: O/�� /�� I p.m. Requester: INSPECTION NO. CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 WI ' COMME pproved per applicable codes. J INSPECTION RECORD Retain a copy with permit 1 0 F -D PERMIT NO. -3670 Corrections required prior to approval. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. $47.00 REINSPECTION FEE REQUIRED. Prior to insp ction, fee must be paid Receipt No: Date: Pr 'ect: ` tsISe‹.k E.Nro_ Type of Inspection: e,►tiv„ G-4. Address: 44 10 5 (1� Date called) Special instructions: Date ante B�12 GtGt � . p.m. Requester: Phone: ., Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION '- 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 e,1kTtn a _ ()V 4-1 cr e r , VI 04._ re!` 1/1...e �!Lot <, cl \G 4 .'4 C11� Inspector: Date:_ Correctiots required prior to approval. Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Pro' ct c g Ty. f Inspec ' n' A Date ca,' d: 7 4,77 S eci instruction D / r . -� I ._ rem 1P aiX Date wanted: -7 � �� p.m. Requester: -7/4046 INSPECTION . RECORD ' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcerter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. (206)431 -3670 Corrections required prior to approval. COMMENTS:. • t �S- 57.9r, �' gAlb. El $47 i0 REINSPECTION FEE REQUIRED. Prior to inspecti n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'Project: - Type of Ins do • IL Addr ( G , . Date called: ' S ec ial mst ctlons: P. bi l�� Date wanted I [ . .m. Requester: Phone: --7 goqie /5 r: INSPECTION RECORD Retain a copy with permit INSPECTION NO 'CITY OF TUKWILA BUILDING DIVISION '6300 Southcey er Blvd, #100, Tukwila, WA 9818: COM MENTS: ' Approved per applicable codes. :,: PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47. i 0 REINSPECTIO . e E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P r • t Type of spsp - t A s : S•l�� Date ca led: `? 4 , 9 � Special instructions: Date e • /9 '4 Requester: A . . Phh�( 7 X Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. 4 CITY -OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. cJu / CN.t.dy. l r�4 7 2 )._ -` tl ( ? I if G4rj� /40,/ r s Date: JAL' 44.66• LJ $47.00 REINSPECTION n E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: , T Insiection ifs? Date called: qg p, row s : / tit) Spe tructions: ( / : 2 ''.. . . Date wanted: foydi a.mt:.) ..„ fc 't I / arr Requester: e Ph -ne g-05 -3 376 INSPECTION RECORD Retain a with permit 4NsrEcTio,v,No. , . CITY OF TUKWILA BUILDING DIVISION 6390 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. gCorrections required prior to approval. .„ • COMMENTS: /?1-41. /C-17 _49 , k2-702-7 $47 EINSPECTION EEErEQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431-3670 ty`t:. ':rte r'G; %.l:r,, ;::!�^"4r�:.n ?� City of Tukwila John W. Rants, Mayor Fire Department Thomas P Keefe, Fire Chief TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule Needs shift inspection Permit N NNW Approved without Correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature 'INALAPP.FRM cI 8/g(4; Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 - September 14, 1999 File No. 712-90138 Building Inspections City Of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 • Subject: Project Name Project Address Permit No. WORK REQUIRED Structural steel fabrication Structural steel erection Anchor bolt installation , • CMU grouting cc: Edifice Construction, Inc. • Raisebeck Engineering Project, Phase H Ryan We have completed the requested special inspections on the subject project. Our final report, September 14, 1999, is numbered FR4657. WORK INSPECTED • Structural steel fabrication • Structural steel erection • Anchor bolt installation • CMU grouting To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. 1 Sam Yaghmaie, P. E., Manager, Seattle Construction Services Department Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98118-1706 • Phone 206/282.0666 • Fax 206/282-0710 DATE: REMARKS LM/cm Info ion .7b Build On Cansulikg • Than. TESTED FOR :EDWARD A FISHER ED/FICE .CONSTRUCTION A.300.94 1417 31ST AVE. S. SEATTLE, WA 98144-3909 June 24, 1999 cc: C-1 CITY OF TUKWILA Permit #D99-0106 REPORTS MAY NOT SE REPRODUCED, EXCEPT IN RJUL. WITHOUT WRITTEN PERMISSION SY PROFESSIONAL SERVICE INDUSTRIES, INC. • OUR REPORT NO.: 712-90138-10 1 4ig9 REPORT OF INSPECTION ACTIVITIES . L NT PROJECT: RAISBECK ENGINEERING PROJECT PHASE 11,4411 SO RYAN INSPECTOR: L. Miller (FR 10584) A representative of PSI arrived at the above referenced project, as requested, to perform a structural steel inspection in accordance with AWS D1.1 96, and approved drawings. Performed inspections of the following: 1. Embed bolts at 32" 0.C. ledger board grid 1 at D-E 2. Embed bolts at 16" 0.C. ledger board grid E at 3. Welding of UT 9x43's along grid C at 1-4 per DWG 53.2 det.6 Respectfully submitted, PROFFESIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Department Manager , • ' Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/2820668 • Fax 208/262-0710 13 a Info tion " .To Build On Ilnglnoortng • Consulting • Watling REPORT OF INSPECTION ACTIVITIES TESTED FOR: EDWARD A FISHER PROJECT: RAISBECK ENGINEERING PROJECT EDIFICE CONSTRUCTION PHASE 11,4411 SO RYAN 1417 - 31ST AVE. S. SEATTLE, WA 98144-3909 DATE: June 22, 1999 OUR REPORT NO.: 712-90138-9 REMARKS: INSPECTOR: L. Miller (FR 7082) A .rePresentative of PSI arrived at the above referenced project to perform, an of structural steel as per UBC and approved drawings. He monitored the bolting of A325 bolts with the turn of the nut method for sirp1e shear/bearing connections as per the engineer's memo dated June '16, 1999. An air impact wrench was used. All bolting was completed for grids '1-40D-G. cc: C-1 CITY OF TUKWILA P81 A-3001NF He witnessed placement of embed bolts 32" O.C. on the ledger board, grid F@2-2.2 and G@3-3.2. Al]. work conforms to approved plans, project specifications,. and drawings, to the bestof this inspector's knowledge. LM/tc Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P.E. Department Manager REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282-0666 • Fax 206/282-0710 DATE: EDWARD FISHER EDIFICE CONSTRUCTION ` - 31ST AVE. S. SEATTLE, WA 98144 -3909 June 21., 1999 - REMARKS: INSPECTOR: L. Miller (FR 7081) A representative of PSI arrived at the above an inspection of the structural steel. The inspector verified the column anchor bolts as per RFI dated 6 -9799 at the following locations; 1 @D.5, 1.25 @D, 2 @E 3 @F..5; He also monitored the erection of the beams and columns as per DwG 52.1. LM /kb REPORT OF INSPECTIONACTIVITIES PROJECT: Sam Yaghmaie, P.E. Department Manager E °� 'AUG 1'11999..:: C'adiMU DE E :O = MENT /,4 RAT BECK ENGINEERING PROJECT PHASE I1,4411 SO RYAN : A.work inspected conforms to approved plans, project specifications, and drawings, to .the'best of this inspector' s knowledge. Repectfully submitted, p SSIONAL SERVICE INDUSTRIES, INC. TESTED FOR : cc: C - 1 CITY OF TUKWILA Permit #D99 -0106 REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. P81 A•300•1N F Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282.0666 • Fax 206/282-0710 SET NO. I NO. OF SPECIMENS MADE CONCRETE SUPPLIER TICKET NUMBER TIME TRUCK i TIME TRUCK DISPATCHED I UNLOADED YARDS OF . I CONCRETE SLUMP, IN i j TEMPERATURE, °F . AIR CONTENT, % 1 AIR t CONCRETE 1A 1 3 1 903984 - -- ! - -- ! ; 70 i I 1 TESTED FOR: EDWARD ,A FISHER EDIFICE'CONSTRUCTION 1417 - 31ST AVE. S. SEATTLE, WA 98144 -3909 DATE: FIELD DATA: Concrete was a 2000 psi mix delivered by Lonestar, mix number 0118. LOCATION: Ledger anchor bond beam at mezzanine elevation 1A TECHNICIAN: D. Blisserd (CR 7125) cc: C -1 CITY OF TUKWILA THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI 1•200.1 (4)F � ' Info .ToBuild On inglneo • C • Tinting June 16, 1999 REPORT OF FIELD INSPECTION OF CONCRETE OUR REPORT NO.: 712- 90138 -5 O PROJECT: RAISBECK ENGINEERING PROJECT PHASE I1,4411 SO.RYAN } NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.96 (EXC. SEC. 9.2.21: SLUMP: 0117.97: AIR CONTENT: C231.97 (EXC. SEC. 6): TEMPERATURE: C1064.66(93): SAMPLING: C172.97 REMARKS: Observed the placement of 6.0 cubic yards of concrete. The grout was placed by pump for ledger anchor bond beam per engineer's revision dated 5/25/99 at mezzanine elevation. See FR 7045 for additional notes. Respectfully submitted, Professional Service Industries, Inc. AUG 1 9 1999 / SAM YAGHMAIE,P.E. DEPT. MANAGER Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 208/282 -0666 • Fax 208/282.0710 LABORATORY NUMBER SPECIMEN IDENTIFICATION OR SET NO. TEST AGE (DAYS) DATE OF TEST TOTAL LOAD (LBS.) CYLINDER DIAMETER (IN.) CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 0000 1A 7 06/23/99 21800 4.00 12.57! 1730 Shear 0000 1B 28 07/14/99 33500 4.00 12.57 2670 Cone & Split 0000 1C 28 07/14/99 35000 4.00 12.57, 2780 Cone & Split SPECIFICATIONS 28 1 2000 TESTED FOR: DATE: �vl Infornztion / . .To Build On Engineering • consulting • listing EDWARD A FISHER EDI FICE CONSTRUCTION 1417 - 31ST AVE. S. SEATTLE, WA 98144 -3909 June 16, 1999 FIELD DATA: LOCATION OF PLACEMENT Ledger DATE PLACED June 16, 1999 TIME SLUMP, IN. AIR CONTENT, % - - - AIR TEMPERATURE, °F 70 CONCRETE TEMPERATURE, °F - - - DATE RECEIVED IN LAB June 17 , 1999 FIELD DATA SUBMITTED BY PSI \D. Blisserd MIX DATA SUBMITTED BY Lonestar REMARKS: X Cylinders made by PSI representative. PSI A•200-4 03)F Cylinders made by Architect's or Contractors representative. REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS ASTM C39.96; C1231 -93 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. PROJECT: RAISBECK ENGINEERING PROJECT PHASE II,4411 SO RYAN OUR REPORT NO.: 712 - 90138 - anchor bond beam at mezzanine elevation SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE (CR 712 5 ADMIXTURE Lonestar 903984 0118 846 lb. Type II 1883 lb. B.S. 807 lb. of 3/8 in. NOTEt APPLICAILLF ASTM STANQABQ$.UNLESS OTHEHIMSE.INDICATEQ:.SLUMP• CJ47A7' AIR CONTENT' C221.97 IE(CLUDINO SEC e)' TEMPEBATMEE; C•0044e(93): CYI INQERS:091.96 (EXCLUQINQSEC.. 2.2): SAMPLING); 0172.27 All cylinders capped in accordance with ASTM C617 -94. TECHNICIAN: D. Blisserd (CR 7125) cc: C -1 CITY OF TUKWILA THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Test results comply with applicable X specifications. Test results do not comply with applicable specifications. Respectfully submitted, ,,•ProfesJonal Service Industries, Inc, SAM YAGHMAIE,P.E. DEPT. MANAGER Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282-0666 • Fax 206/282-0710 • :DATE: Info 'on .7b Build On Inginooring • Consulting • Testing TESTED FOR: EDWARD A FISHER EDIFICE CONSTRUCTION 1417 - 31ST AVE. S. SEATTLE, WA 98144-3909 June 16, 1999 REMARKS: INSPECTOR: D. Blisserd (FR 7046) A representative of PSI arrived at the above referenced project, as requested, to monitor grout placement for ledger anchors at mezzanine elevation. Work inspected conforms to engineer's revision dated 5/26/99. Grout is placed into existing CMU wall. Testing per C-1019 cannot be done due to no CMU block on site. PSI A400•IN P Per contractor's request to provide compressive cylinders will be cast. See CR 7125. D cc: C-1 CITY OF TUKWILA • REPORT.OF INSPECTION ACTIVITIES Respectfully P SSIONAL REPORTS MAY NOT BE REPRODUCED EXCEPT IN PULL WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, 12 PROJECT: RAISBECK -ENGINEERING PROJECT PHASE SO RYAN OUR REPORT NO.: 712 4C Sam Yaghmaie, P.E. Department Manager tt RECEIVED JUL 2 0 1999 COMMUNITY DEVELOPMENT strength data, .1x8 submitted, SERVICE INDUSTRIES, INC; Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282-0666 • Fax 206/282.0710 • • DATE: cc: C-1 CITY OF TUKWILA PM A•300IN P . ' ' Csi rir""m I Information .7b Build On ingineering • Consulting • Vesting June 15, 1999 DB/cm o to (0 REPORT TESTED FOR: EDWARD A FISHER EDIFICE CONSTRUCTION 1417 - 31ST AVE. S. SEATTLE, WA 98144-3909 OF INSPECTION ACTIVITIES PROJECT: OUR REPORT NO.: 712-90138-3 REMARKS:« INSPECTOR: D. Blisserd (FR 7044) A representative of PSI arrived at the above referenced project, as requested, to perform a periodic visual weld inspection. 1. Monitored completion of welds. Requested copy of welder license be provided. Current licensd in for renewal.** **received WABO copy Lec#SMI 50-8260. 2. Inspected welds for stiffner to column/flange and shear plate to column/stiffner welds for mezzanine framing. 3. Reviewed bolting procedures required for project: 3a) LeJune bolts called 3b) Skidmore testing 4. All inspected work per detail and minimum AWS D1.1 98 to the best of this inspector's knowledge. am Yaghmaie, P.E. Department Manager REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. MTNOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. RECEIVE,0 AUG 0 9 1999 COMMUNITY DEVELOPMENT T RAISBECK ENGINEERING PROJECT PHASE 11,4411 SO RYAN • requirements, Respectfully submitted, P SSIONAL SERVICE INDUSTRIES, INC. Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1708 • Phone 206/282.0666 • Fax 206/282-0710 ' • •••••, • • -TESTDFOk EDWARD A FISHER EDIFICE CONSTRUCTION 1417 - 31ST AVE. S. SEATTLE, WA 98144-3909 DATE:: , June 15, 1999 ! .OURREPORTNO.:'712-90138-3,.: REMARKS: INSPECTOR: D. Blisserd (FR 7044) A representative of PSI arrived at the above referenced project, as requested, to perform a periodic visual weld inspection. 1. Monitored completion of welds. Requested copy of welder license be provided. Current licensd in for renewal.** **received WABO copy Lec#SMI 50-8260. 2. Inspected welds for stiffner to column/flange and shear plate to column/stiffner welds for mezzanine framing. Info Won .To Build On lingktooring • Consulting • Tasting 3. Reviewed bolting procedures required for project: 3a) LeJune bolts called 3b) Skidmore testing 4. All inspected work per detail and minimum AWS D1.1 98 requirements, to the best of this inspector's knowledge. Respect ullw submitted, PRO SIONAL SERVICE INDUSTRIES, INC. DB/cm cc: C-1 CITY OF TUKWILA REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION eY PROFESSIONAL SERVICE INDUSTRIES, INC. P81 A•300•IN P REPORT OF INSPECTION ACTIVITIES • PROJECT: , RAISBECK ENGINEERING PROJECT- PHASE 4,4411 SO RYAN am Yaghmaie, P.E. Department Manager Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1706 • Phone 206/282-0666 • Fax 206/282•0710 SET NO. NO. OF 1 SPECIMENS I MADE CONCRETE SUPPLIER • TICKET NUMBER I TIME TRUCK TIME TRUCK YARDS OF • DISPATCHED i UNLOADED I CONCRETE SLUMP, IN I AIR ! CONTENT, % TEMPERATURE. °F' ; AIR j CONCRETE • 1A 4 i 903814 - -- - - -. 3 :65 63 1 t • 1 TESTED FOR: EDWARD A FISHER EDIFICE CONSTRUCTION 1417 - 31ST AVE. S. SEATTLE, WA 98144 -3909 DATE: FIELD DATA: Concrete was a 2500 psi mix delivered by Lonestar, . mix number 3200. LOCATION: 1A ' .Infonnation / .To Build On • <nilnoo/fi g • commonly • rung June 14,1999 REPORT OF FIELD INSPECTION OF CONCRETE Footing extensions on grid lines PROJECT: OUR REPORT NO.: 712- 90138 -1 1 through 4. NOTE: APPLICABLE ASTM STANDARDS, UNLESS OTHERWISE INDICATED: MAKING SPECIMENS: C31.90 (EXC. SEC. 92.2); SLUMP: C14297; AIR CONTENT: C231.97 (EXC. SEC. 9); TEMPERATURE: C1064.80(93); SAMPLING: C172.97 REMARKS: Observed the placement of 14.0 cubic yards of concrete. The resteel is in place and in compliance with approved drawings, to the best of the inspector's knowledge. The concrete was pumped in place and consolidated. No city inspection. TECHNICIAN: R. Marler (TS 6042) cc: C -1 CITY OF TUKWILA Permit` #D99= 0106V THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. P81 A•200.1 (4)P RAISBECK ENGINEERING PROJECT PHASE II,4411 SO RYAN Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119.1708 • Phone 206/282-0666 • Fax 206/282-0710 qs1 Respectfully submitted, frdfesslonal Service Industries, Inc. SAM YAGHMAIE,P.E. DEPT. MANAGER TESTED FOR: DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 0000 1A 0000 1B 0000 1C DISCRD 1D SPECIFICATIONS REMARKS: PSI A.200-4 (0)F awn Information i / .To Build On Engineering • Consulting • 7i tlng EDWARD A FISHER EDIFICE CONSTRUCTION 1417 - 31ST AVE. S. SEATTLE, WA 98144 -3909 DATE: June 14, 1999 FIELD DATA: LOCATION OF PLACEMENT Footing extensions on grid lines 1 through 4. NOTE: APPL1CAMLE ASTM STANDABDS,UNL ESS OIHE5&ISEINOICATED• SLUMP: C143.97• AIR CONTENT: C231.97 (FXCI UDINO SEC e1• TEMPERATURE: C108140101:QYLINDER CO7.96 (EX CLUDING SECS 2.21 SAMPLING: C172 COMPRESSION TEST RESULTS ASTM C39 -96; C1231.93 SPECIMEN TEST LABORATORY i IDENTIFICATION! AGE I DATE OF NUMBER OR SET NO. I (DAYS) ; TEST 7 28 28 June 14, 1999 09:00 am 3 65 °F 63 June 15, 1999 PSI \R. Marler (TS Lonestar 28 1 06/21/99 10 07/12/99 I; 00 /00 /00 cc: C CITY QF . TUKWILA :a -0106` ` REPORT OF CONCRETE COMPRESSION TEST SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE 6042) ADMIXTURE TOTAL LOAD (LBS.) 54000 77500 76000 Cylinders picked up by PSI X Cylinders mado by PSI representative. X representative. OUR REPORT NO.: 712 - 90138 -11 TECHNICIAN: R. Marler (TS 6042) CYLINDER DIAMETER (IN.) 4.00 4.00 4.00 4.00 All cyls capped in accordance with ASTM C619 -94. All items inspected conform to approved plans and specs. THERE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PROJECT: RAISBECK ENGINEERING PROJECT PHASE II,4411 SO RYAN CYLINDER COMPRESSIVE AREA , STRENGTH (SO. IN,) (PSI) 1 12.57 ' 4300 12.57 ' 6170 i 12.57 6050 12.57 2500 Cylinders made by Architect's or Contractors representative. ` Cylinders delivered to PSI laboratory. — applicable specifications, Lonestar 903814 3200 5.5 sk. type I -II 3/ 4. Tea results comply with applicable X specifications. Test results do not comply with Shear Shear Cone & Shear TYPE OF BREAK Respectfully submitted, rrofes Service Industries, Inc. SAM YAGHMAIE,P.E. DEPT. MANAGER Professional Service Industries, Inc. • 3257 16th Avenue, West • Seattle, WA 98119-1706 • Phone 206/282-0666 • Fax 206/282-0710 :..:�._. ...�,;... �:..,,........ "�? ? ^ •G�? 1 4 : 1 2 FROM :TERRA ASSOCIATES Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences ^1r. Steve Gula Seaco Petroleum, Inc. 7777 Road So., Suite 201 Seattle, WA. 98108 TERRA ASSOCIATES, Inc. Subject: Geotechnical Engineering Study Proposed Office /Warehouse Building' South Ryan Way & Martin uther King Jr. Way Seattle, Washington 1 4411 S, 1 -Na Wt, J 7tsa: Mr. GUM: SUMMARY OF FINDINGS ID :2069214334 .PAGE 2/17' December 18, 1985 Project No. 246 As'requested, we have conducted a Geotechnical Engineering Study for the proposed office /warehouse structure to be constructed at the southeast corner of the intersection, of Martin Luther King Jr. Way and South Ryan Way in Seattle, Washington. The purpose of our study was to explore the subsurface soil conditions in the area of the proposed construction in order to provide recommendations for site preparation, foundation design and construction. The scope of our study included test pits, laboratory tests, geotechnical engineering analyses and the preparation of this report. This report presents our findings and the results of our study. Our study indicates that the site is underlain at relatively shallow depths by bedrock. This bedrock strata will provide adequate foundation support for the proposed three —story steel.frame structure although it will be difficult to excavate to proposed building grades. Our test pits indicated bedrock at depths of 4 to 11 feet below existing grades which will necessitate excavation of up to about 4 feet below the top of the rock to reach footing grades along the south wall. Along the north wall, where design footing grades are higher than the rock, footings should be excavated down to rock to brovide uniform foundation bearing conditions throughout the structure. .ta11owing sections of this report describe our study and explain it in greater detail. RECEIVED CITY OF TUKWILA APR 2 3 1999 PERMIT CENTER 12525 Willowi Road, Suite 101, Kirkland, Washington 034 9 Pone (425) 821 -7777 • Fax (425) 821 -4334 • terra @terra- associates.com 1r'F? •• 22 -.90 . 1 4 t 1 2 FROM , ,TERRA ASSOCIATES ID' =2066214334 �i SITE CONDITIONS The subject property is a triangular shaped plot located at the southeast corner of Martin Luther King Jr. Way and South Ryan Way in Seattle, Washington. The site is heavily wooded with large second growth alder, maple and cottonwood trees. Overall topographic relief ranges from about Elev. 70 along the'south property line in the eastern portion•to about Elev. 20 in the northwestern corner. The general gradient of the site is from the south down towards the north. PROJECT DESCRIPTION At the time oux study was performed, it was planned to construct a three - s: o.,r v sttee frame office-warehouse structure located as shown on the' Site . la1i' ( ;• i tier. 1 ) . Details of the exact building design and structural loading for the building were not known at the time of our study. 'However, based on previous experience with similar structures, we expect that perimeter load bearing walls will carry less than 5 kips per lineal foot and that isolated spread footings will carry loads of less than about 75 kips. Preliminary plans indicate that finish floor elevations for the first floor will he at Elev. 36.5 feet requiring cuts of up to 16 feet along the south building wall and two to four -foot fills for the northwest corner. Basement wzi l s ;,ri ll be required along the south, west and east walls. A design, details become finalized, Terra Associates, Inc. should be allowed to review the plans to make supplementary recommendations, if needed. FIELD EXPLORATION Our field exploration was conducted on November 13, 1985. Subsurface conditions in the area of the proposed building were explored by excavating 8 test pits to a maximum depth of 11.5 feet below the existing grade. Test pi.LG were excavnred using a rubber -tired backhoe. The locations of the test pits were approximately determined by measurements from the numbered trees on the Topographic Map and Tree Survey prepared by David Evans & Associates, Inc. Elevations of the test pits were determined by interpolation from elevations shown on the Topographic Map. Locations of the test pits are shown on the Site Plan, Figure 1. The field exploration* was continuously monitored by our representative who classified the soils encountered, maintained a log of each test pit, obtained representative samples, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System, which is presented on Figure 2. Logs of the test pits are attached to this report as Figures 3 through 6. These logs represent our interpretation of the field logs and the results of the laboratory examination and teats of field samples. PAGE 3/17 APR -22 -39 14!13 FROM =TERRA ASSOCIATES ID =2069214334 Representative soil samples obtained from the test pits were placed in closed containers and returned to our laboratory for further examination and testing. Moisture content determinations were performed on all samples. In addition, we also performed three sieve analyses to determine the grain size characteristics of representative site soils. The results of these tests, as well as the soil classifications are shown on Figure 7 and on the logs included with this report. SUBSURFACE CONDITIONS Soil-conditions at the site are fairly uniform, as indicated by our test pits., Generally, the pits encountered up to approximately 6 inches to 2 feet of duff and topsoil below the surface. Below, native soils consisted of loose to medium dense sandy silt and silty sand with rock fragments. These J , materials extended to depths ranging from about 4 to 11.5 feet below the ground surface. Soils at depth consisted of dense weathered to unweathered sandstone bedrock. Groundwater seepage was not encountered in any of the test pits during our field study. However, it is likely that some flow of groundwater may occur within frant.urtes in the sandston=e bedrock. DISCUSSION AND RECOMMENDATIONS General Based on our study, it is our opinion that the proposed office— warehouse structure may be constructed as planned, provided the recommendations presented in this report are incorporated into the project design and ronsr_ruc.tion. The primary geotechnical feature affecting the proposed .•r.,n s: ru,: r. ic=r is the presonne of bedrock at depths of 4 to 11 feet below r;,...5;;i11y glades. It is planned to establish the basement floor at Elev. 36.5. For this floor level, the foundations will be at approximate Elev. 35+. At this anticipated foundation level, we expect that most foundation excavations along the south, east and west sides of the. building will extend into bedrock or be very near it. However, along the north wall, in roughly the western half, the foundation excavation may not extend to bedrock and will bottom on the native loose to medium dense sandy silts. If this portion of the building were supported on these sandy silts, while the remainder of the building is supported on bedrock, differential settlements will occur between the two portions of the building. Such differential settlements could result in . .i rlif:icant damage to the structure. Hence, we recommend that all t'.=u;r: atic,n:; be axt.eudcd down to bedrock. At some locations, along the north wall, overexcavation of five feet may be required for this purpose. Ure, in,r ►on 944 Punn PAGE 4/1 AF'P 799 14.1 3 FROM :TERRA ASSOCIATES ID: 2068214334 The following sections of this report present more detailed recommendations for the various geotechnical engineering aspects of the project. These recommendations should he incorporated into the project design and construction: PAGE Along the south wall (Test Pit TP -8), the bedrock is at about Elev. 42 and dips toward the north to about Elev. 36 at the northeast corner (Test Pit TP- 7) and about Elevs. 28 to 30 in the northwest (Test Pits TP -1 and TP -2). The rock uncovered in the test pits is a soft sandstone. At the soil -rock interface, the rock is fractured and relatively easily excavated. It will likely become more dense and difficult to excavate with depth. Heavy ripping will almost: certainly be required at greater depths of excavation into the bedrock. Basement retaining walls will be required along the south, east and west sides of the structure. These walls must be designed to resist lateral earth pressures. In addition, they must be waterproofed, as well as provided with adequate subsurface drainage. This report has been prepared in accordance with generally accepted geotechnical engineering practices. It is intended for specific application to this project and for the exclusive use of Seaco Inc. and their representatives. No other warranty, expressed or implied, is made. Site Preparation, Grading and Earthwork Preliminary plans available to us at the time of our study indicate that cuts of up to about 14 to 16 feet along the southern wall and fill of 4 to 6 feet at the northwest corner will be made for the building pad. The eY:avat:.on for thee southern wall will extend into the bedrock by about 6 c -•w. i:i ulr,! . The r)L.k Is fractured at. the soil /lock interface but will Likoly becrae ::ardtr and more difficult to excavate with depth. This rock and the difficult- of excavation should be taken into account when designing underground utilities. Structural fill placed for slab support should be placed in shallow lifts and . compacted to at least 959 relative compaction as determined. by ASTM Test Designation D -1557 (Modified Proctor). For structural fill placed in parking areas, relative compaction of 90% is adequate up to the final foot where 95% relative compaction should be achieved. We recommend that structural fill to be placed under wet conditions be granular and contain less than 5% fines (material passing the #200 sieve on the portion passing the 3/4" screen). t:rt.rl:, t.o receive structural fz1.l should be cleared of vegetation and topsoil prior to plac.in; flits. The existing soils have a high fines content and, at the time of our study, they were wet, making these soils difficult to compact for structural fill. The existing soils are also moisture sensitive and subject to disturbance under construction traffic. hr« 5/17 . APR -22 -SS 14 :14 FROM :TERRA ASSOCIATES } 1D :2068214334 Overexcavation and replacement with granular pit run soils may be necessary to provide a stable working surface. The depth and extent of the overexcavation will likely be greater if the work is to be completed during the winter rainy season. The placement of asphalt - treated base (ATB) over driveways and parking areas should be considered to protect the subgrade during construction. Foundations The proposed three -story steel frame structure maybe supported on continuous and /or isolated spread footings bearing on the firm bedrock. In order to provide relatively uniform foundation bearing conditions throughout the structure, all foundations should be based on the rock. This will require excavation through the soil overburden for the northern portion of the building. This overexcavation may be up to five feet at some locations. Perimeter foundations should extend to a minimum depth of 18 inches below the adjacent final•.grade. Continuous footings bearing on sound bedrock may be designed for an allowable bearing pressure of 5,000 pounds per square foot (psf): A minimum width of 18 inches should be used for continuous footings. Individual spread footings, where used, may also be designed for an allowable bearing pressure of 5,000 psf and should have a minimum width of. 24 inches. A one -third increase in the above bearing pressures may be used when considering wind or seismic loads. All footings should be provided with steel reinforcement in accordance with structural requirements. Continuous p(r.i.tllrer drain lines should be installed adjacent to perimeter footings. Settlements We anticipate that the total long -term settlements under building loads supported on bedrock less than 0.5 inches. ' Basement Walls Basement retaining walls should be designed to resist lateral earth pressures. Where walls are relatively free to rotate at the top, we recommend that walls he designed to resist the pressures imposed by an equivalent_ fluid weight of 35 pcf. Walls that are restrained from free mcovemer,t at rho top should be designed for an additional uniform lateral pressure of one hundred psf. The above pressures assume a maximum wall height of 17 feet, and do not take into account additional. forces due to hydrostatic:forces, adjacent high footings, surcharge loads or sloping backfill. These pressures also assume that materials retained by the walls will be imported granular soils or the native in -place soils with proper provisions for drainage. Prnior.t Ur% 74h PPOP r l PACE 6/1? . • APP_ 22••96 14:14 FROM:TERRA ASSOCIATES ID:2068214334 PACE 7/17 All walls must be provided with adequate subsurface drains and free-draining backfill to prevent development of hydrostatic pressures. Behind all walls, we recommend placing at least a 12 -inch wide zone of free - draining materials having less than 21 fines passing the #200 sieve on the material passing a 3/4" sieve. Alternatively, a manufactured drain such as Enka drain or Miradrain may be used against the wall. A perforated drain pipe should be placed at the base of the permeable layer at the same level as the base of the footing and should discharge towards suitable drainage facilities. A layer of native soil no more than 6 inches thick may be used to cap and "seal" the .permeable layer at the surface after a filter cloth or construction paper has been placed over the clean backfill. Lateral Loads Horizontal forces may be resisted by passive pressures equal to those imposed by a fluid with a density of three hundred and-fifty (350) pcf. This value assumes that all footings are poured neat against undisturbed native soil /bedrock or compacted fill soils. A coefficient of friction of four. tenths (0.4) may be used between concrete and soil/bedrock. Concrete Slabs Floor slabs may be constructed as slabs -on -grade supported on the native subgrade or compacted structural fill placed in accordance with the Site Preparation section of this report. A control joint should be installed in the concrete slab along the cut -fill line to accommodate potential differential settlements. We recommend that at least four inches of a free - draining gravel, such as 1/4 to 3/8-inch pea grave] be placed beneath the slab to act as a capillary break. In areas where damp floors are undesirable, a plastic membrane with a thickness of ten to twelve mils should he placed above the gravel to act as a vapor barrier. l'he membrane may be covered by an inch or so of sand to protect it from damage during construction. Surface and Subsurface Drainage Finish surface gradients should be created to direct runoff away from the buildings and towards suitable discharge facilities. To reduce the potential adverse effects of groundwater on foundation performance, we recommend that permanent footing drains be installed. Roof drains should be separately tighr.li.ned away from the buildings and discharged into adequate drainage facilities. APR -22 -99 14115 FROM +TERRA ASSOCIATES - ID, 2098214334 PACE Excavations and Slopes Excavations of about 14 to 16 feet will be required for the south wall. Temporary cuts in the native soils should have an inclination no steeper than horizontal :vertical (H:4)._ Surface water should not be allowed to flow uncontrolled over the temporary cut slope. All permanent slopes in native soils or fill. materials should be inclined no steeper than 2 :1. Surface water should not be allowed to flow uncontrolled over the top of any slopes. To reduce erosion and improve stability, all permanent exposed slopes should be seeded with appropriate vegetation. . We recommend that all slopes be examined by Terra Associates, Inc. to verify that. :slope conditions are as expected, and to provide supplementary recommendations if slope conditions are encountered that differ from those seen in the test pits. Pavement Areas Parking and roadway areas may be• supported on a recompacted stable native soil subgrade or compacted structural fill in accordance with the site preparation section of this report. The near surface soils are soft and were wet at the time of our study. Where finish grades are close to existing grades, overexcavation and replacement with clean granular fill may be Necessary to provide a stable subgrade. Regardless of the compaction effort, all subgrade areas must be in a stable and non — yielding condition. prior to paving. Soft areas in the subgrade should be overexcavated and replaced with structural fills to achieve a stable subgrade. The use of.a course of ATB to protect the subgrade after excavation should be considered, if work will be performed during wet weather. The pavement section for lightly loaded traffic or parking areas should consist of two inches of Asphalt Surfacing over four inches of Crushed Rock Base or three inches of Asphalt Treated (ATB). Heavier loaded traffic areas will require thicker sections. We will be pleased to assist you in developing appropriate pavement sections for heavy traffic zones, if needed. .Additional. Services We recommend that Terra Associates, Inc. be requested to conduct a general review of the final design and specifications to verify that earthwork and foundation recommendations have been properly interpreted and implemented in the design of the project. Prniorr Nn '1 /r /t 'Pony 7 8/7 / :••• ,,„ • The analyses. and recommendations submitted in, this report are based upon the data Obtained from the test pits excavated on the site.. Subsurface conditions different from those observed in the test pits may exist on the site. The nature and extent of such . variations may not become known until construction is underway. If variations are then observed, Terra Associates, Inc; should be requested to re—evaluate the recommendations presented in this . report. This should be done prior to proceeding with construction. We also recommend that Terra Associates, Inc. be retained to provide .6o(6chnica1 :observation and testing services during construction. This is to obaervecompliance with the design concepts, specifications and recommendations. It will also allow expedient design changes in the event ,subsurface conditions are encountered that differ from those anticipated. We recommend that Terra Associates, Inc. provide the following services during construction: • (a) Examine and proofroll prepared subgrade areas prior to the start of fill placement or earthwork. Observe stability of temporary cut slopes, A(c) Perform field density testing of structural fills and observe grading and earthwork operations. (d). 'Examine all foundation bearing surfaces and slab subgrades prior to forming and'concrete placement. It is requested that we be given two working days' notice to provide any of the above services. The following figures are included and complete this report: Figure 1 Figure 2 'Figures 3 through 6 Figure 7 Site Plan Soil Classification Chart Test Pit Logs Grain Size Analysis Prniprr Nn. 246. Page 8 9' ! 1 7 'APR 22: -99 = -1 4 t 16 FROM TERRA ' ASSQC I ATES We crust`:the information presented. in: -this report is adequate for; your requirements If you need additional information. or clarification, pleas Prn iant- 1Jn 7 /4A Ponca 0 TP -1 (4.5) TP -2 / TP -3 (5) f 9 __ i- r f 1 Proposed Building TP -$ psi- ( 1 1.5) BITE PLAN BEAM] BUILDING BEATTLE. W A. Group PRIMARY DIV N Symbol S£ COI DARY DIVISIONS COARSE GRAINED SOILS more than half of material Is larger than No. 200 sieve .size .GRAVELS more than half of coarse fraction Is larger than No. 4 sieve •Clean Gravels (leas than 5% fIte) G / _ wel.gzaded gravels, graved -sand naxhzres little or no fines. GP poorly graded.gravels or gravel -sand mixtures, little or no fines. Gravel with fines GM silty gravels, grovel- sand -silt mixtures, non- olas GC clayey gravels, gravel- sand -clay mi+mlresi plastic fines. SANDS more than half of coarse fraction le smaller than No. 4 sieve Clean sands (less t.ht" SW well graded sands, .gravelly sands, little or no floes. SP poor!y•graded sands or gravelly sands, little or no fines. 5% fines) Sands with fines Sal 3 Lty sands, sand-silt mixtures, econ- pllastic fires. SC clayey sands, sand -clay . mixtures, plastic fines. FINE GI±AINED S0ILi more than half of material In amaller than No. 200 slew) Size 511/1.'s AND CLAYS liquid limit :s less than 50% - • IC_ 'inorganic silts and very fine sands, rock flour, silty or clayey fine sands or olsyey silty with slight plasticity. r C:, Inorganic clays of low to medium plasticity gravely clays, eat clays, LLity clays, 11.n clays. OL organic silts and orrzanic cisya of low o lasticitir ., _ SILTS AND 'CLAYS liquid limits 1H greater than 50% -?ti inorganic silts, micaceous or diatom - ceous fine sandy or silty soils, elastic. CH inorganic clays of high plasticity, fat clays. HIGHLY ORGANIC SOILS PT .. pest and other highly organic soils. PLASTIC SILTS AND CLAYS Unconfined Compressive Strength tars /Fr ft. STANDARD PENETRATION' R1nwe /ft very soft 0 -1/4 0 -2 soft 1/4- 1/2 2 - 4 firm 1/2 - 1 4 - 8 stiff 1 -- 2 6-18 very stiff 2 - 4 16 -32 hard over 4 over 32 SANDS, GRAVELS, AND NON - PLASTIC SILTS STANDARD PENETRATION rlavrs /r very loose 0- 4 loose 4-10 r,,rdium dense. 1 --30 dense 30 -50 very dense over 50 P '88 14:17 FROMITERRA ASSOCIATES .r SILTS f: CLAYS DEFINITION OF TERMS U. S. Standard Series Sieve 200 40 10 4 fine RELATIVE DENSITY TERRA ASSOCIATES Gootechnlcal Consultants SAND medium coarse GRAIN SIZES . 1Dt206B214334 Clear Suare Sieve Openings 3/4" 3" 12" GRAVEL fine coarse CONSISTENCY CUS3LE'- BOULDER PACE 12/17 Seaco Building Seattle, Washington UNIFIED SOIL CLASSIFICATION SYSTEM PIU). No.246 ., ML 6" Forest litter and topsoil Tan, sandy SILT, moist, loose. i 13 . S!o"U(� i Qri:O' SS Fractured sandstone grading to dense sandstone. -_ _ - Test Pit met refusal at 4.5 feet. No groundwater seepage. ., ML 8" Forest litter and topsoil Reddish brown sandy SILT, moist, loose. 24.5 lJa i�i �' ' SS Fractured sandstone grading to sandstone. - - Test Pit met refusal at r feet. No groundwater seepage. APR-22-89 14 =17 FROM=TERRA ASSOCIATES IC} =206B214334 I Depth (ft.) 0 10 0 5 10 1 6 Logged B GPM D ate 11 -19-85 USCS TEST PIT NO. Soil Description Elev. W CIO PAGE 1 3/ 1 7 Logged By GPM Date 11 -19 -85 TEST PIT NO. Z Elev. 32 TERRA ASSOCIATES Geotechnical Consultants TEST NT LOGS Seaco Building Seattle, Washington I Proj. No. 246 •Date Dec . ' 85 I Figure 3 — .••Li �`'. SM Forest litter and topsoil. 14.0 19.0 10.8 13.8 - _ 1 ML ML Reddish /brown, sandy SILT, with fractured sandstone rock pieces, dry, dense. Reddish /brown, sandy SILT, dry, dense grading to dense siitstone. — Brown, gravelly sandy SILT, moist, medium dense. Test Pit terminated at 8.0 feet. No groundwater seepage. — Mts. 1,11 SM . Dark brown topsoil, moist, soft. 19.0 10.8 13.8 1 SM ML Brown, gravelly sandy SILT, moist, medium dense. SM M1., Light brown, sandy SILT with gravel and sandstone fragments, dry, dense. SS Fractured sandstone - - Test Pit met refusal at 7.0 feet. No groundwater seepage. err,.., v.... ................... v... ,....,...—............. w..,...... n ..wnrnOvieat'v"eO.agdwwmwrwilwo tAtiaYWw'eksStr APR -22 -99 14 FROM.TERRA ASSOCIATES Depth (ft.) 0 5 10 15 0 10 15 Logged By GM Date '11 - 19 - 85 Logged By GPM Date 11 -19 -85 useS TERRA ASSOCIATES Geotechnical Consultants TEST PIT NO. 3 Soil Description TEST PIT NO. IDr2069214334 4 Proj. No. 246 Elev. 42 TEST PIT LOGS Seaco Building Seattle, Washington Date Dec. '85 Elev. 37 W (%) PACE 14/17 Figure 4 "' SM Dark brown topsoil with dense roots, moist, soft. 21.7 12.6 11.9 • - ._ I - I • •• :•••t•••• • •-•• 2. Light brown, silty SAND with gravel and sandstone fragments. dry, medium dense grading to dense and very dense at 8 feet. ., Test Pit terminated at 8 feet. No groundwater seepage. dT Ui4rj�a. o�. a: t, a.. w..... o..«.......,._ ....................,..,•...............+.. wwmnewe�.., ww. a. arxwmw. w... eaw..,. waw.+, r....+.......... ....»+.. ......�.._..,. ... ...... ..... .. APR -22 -99 14=18 FROMITERRA ASSOCIATES I0.2089214334 Depth • (ft.) 0 5 10 0 5 10 15 Logged By G �K Date 11 -19 -85 USCS Logged By GPM Date TERRA ASSOCIATES Geotechnical Consultants TEST PIT NO. 5 Soil Description TEST PIT NO 6 56 E lev S� TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 I Date Dec.' 85 !Figure 5 PAGE 15/17 SM Dark brown topsoil, moist, soft with roots. k . •-, c .!-. • ,:-C:•,.-•-Z i-e."1.44-t4. •••••• :-::-.• :.::•--4.1 SM Grey gravelly, silty SAND, moist, medium dense grading to very dense at 7.0 feet. 30.1 12.3 SS Fractured sandstone Test Pit met refusal at 9 feet. No groundwater seepage. dT Ui4rj�a. o�. a: t, a.. w..... o..«.......,._ ....................,..,•...............+.. wwmnewe�.., ww. a. arxwmw. w... eaw..,. waw.+, r....+.......... ....»+.. ......�.._..,. ... ...... ..... .. APR -22 -99 14=18 FROMITERRA ASSOCIATES I0.2089214334 Depth • (ft.) 0 5 10 0 5 10 15 Logged By G �K Date 11 -19 -85 USCS Logged By GPM Date TERRA ASSOCIATES Geotechnical Consultants TEST PIT NO. 5 Soil Description TEST PIT NO 6 56 E lev S� TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 I Date Dec.' 85 !Figure 5 PAGE 15/17 .%Pf. -22 -SS 14.19 FROM;TERRA ASSOCIATES ID:206B214334 PACE 16/17 Ale Depth (ft.) 0 )c) 15 10 15 5 Logged By GPM D ata 11-19-55 US CS Logged By GPM Data 11-19-85 TERRA ASSOCIATES eotec hnical Consultants TEST PIT NO. _ Soil Description TEST PIT NO. 8 E lev. 46 Elev. 53 TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 I Date Dec. '85 !Figure 6 SM Dark brown topsoil - 24.7 14.0 7.6 . . " 11 1 SM i Mt- SM ML Mottled, orange/grey, sandy SILT, moist, soft. ..... --w Srfs'•' ' jr • +1, • . • it} ' SM Mottled grey/tan, silty SAND with fractured sandstone fragments, moist, medium dense. _ - - ....... -J Fractured sandstone dry. - Grey, gravelly, silty SAND with.cobbles to 6", moist, very dense. Test Pit terminated at 10.5 feet in fractured sandstone. .%Pf. -22 -SS 14.19 FROM;TERRA ASSOCIATES ID:206B214334 PACE 16/17 Ale Depth (ft.) 0 )c) 15 10 15 5 Logged By GPM D ata 11-19-55 US CS Logged By GPM Data 11-19-85 TERRA ASSOCIATES eotec hnical Consultants TEST PIT NO. _ Soil Description TEST PIT NO. 8 E lev. 46 Elev. 53 TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 I Date Dec. '85 !Figure 6 SM Dark brown topsoil 18.9 8.8 9.9 • . " 11 1 SM i Mt- Tan, sandy SILT, moist, llose. - SM . . Tan, sandy SILT with gravel and sandstone fragments, moist, medium dense to dense. _ - - ....... -J SM Grey, gravelly, silty SAND with.cobbles to 6", moist, very dense. Test Pit met refusal at U.S feet in dense sandstone. No groundwater seepage. .%Pf. -22 -SS 14.19 FROM;TERRA ASSOCIATES ID:206B214334 PACE 16/17 Ale Depth (ft.) 0 )c) 15 10 15 5 Logged By GPM D ata 11-19-55 US CS Logged By GPM Data 11-19-85 TERRA ASSOCIATES eotec hnical Consultants TEST PIT NO. _ Soil Description TEST PIT NO. 8 E lev. 46 Elev. 53 TEST PIT LOGS Seaco Building Seattle, Washington Proj. No. 246 I Date Dec. '85 !Figure 6 , :- 7 l' 0 0 o z., 8 , .: .. .--:..- .-:. -.Z .3 .-. c,, .4 4' - . . . . ...-1 t . . • • $ .8: 01 11.1111. l_ 1 I L1. Mli CA Mill Ell .. PM Ile NICER IN L .4 NM In MI essai...,...: In •ilb All m. •■...1 IN WO - Nan 1.••• Imo I ....m..... --...-1.01...-.. -,.. IQ% 1-- oft li 11‘. — wow =mum MU. ... NUM maw au III MINIM . . . • ... II i s . i •pi 11111 . me KM EMI mogul EN — I ____ a-. s i. elm wi me wi Es 01 1......1 NA p _ . IN ME • ME - MEM Will INNII "i■ It MEM MIN t um Mil MINIM MO UM :1•MMI M • oleo =1:11■=2112 MVI BIM MIMI, MI EIRIIIINIS NI NMI • a II: 111111a BM IMMO= ...IN Man a 1 I • ' Irmarosioximesionow 111 .1m u Ill E ............... 1.....m..... 11111111111111111111111111111M1111111111 MI I 111111111110111•111111111111 gm& IIIMII M MIN ;WM III 2=12122... Iii i i 1= I N I M 6 - 1 ..........11•1111M111•111111•1111111 _ . MINN IN NM ........ MINN NI MEI I 11111 1111111111111111MINIIN • a....,..., . ..., R • 11111111 , lam . I 1 • M I . —I... — — ....ms Enid III III ...os 0 m m v c, N 8 ° Fa g -`? g Pi -- '' °I , D ' "I Cf n Al r•rsC awl um a tam c•rc me. . • - R R r* -• 8 8 3 ''' " "" E E § g g A O z C 0 (33 co rn ()) 0) 4 C.f) (t (D 0 CO 0) 0 DO ri 00 0 90 90 - 0 rn DD 70 O Un _4 60 rn 50 13 CD rn - 40 . 5 30 I - 1 20 10 0 I COBBLES j COARSE 1 FINE GRA VEL 1 COARSE I MEDIUM I FINE SAND FINES Key —0— 0 SIZE OF OP ENIND IN INCH S I rrumees OF MESH P INCH, J.S. S1 A 'WARD Boring or Test Pit TP-7 TP-8 TP-5 SIEVE ANALYSIS Depth 2 . 5 5 . 5 4 . 0 u ilty SAND with gravel Silty SAND with gravel Gravelly silty SAND Description Moisture Content (%) 24 . 7 8 . 8 12.6 LL 0 10 20 30 40 60 60 70 90 90 100 - D 1 m z 0 0 (I) m w 5 PL SUVIDOSSV April 8, 1999 Michael Jones, AIA JPC Architects 101 Yesler Way, #206 Seattle, WA 98104 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0106 Raisbeck Engineering 4411 S Ryan Wy Dear Mr. Jones: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 2, 1999 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Bob Benedicto, Senior Plans Examiner, at (206)431 -3676, if you have any questions regarding the following: 1. Provide four (4) copies of a soils report. Planning Division: Carol Lumb, Associate Planner, at (206)431 -3661, you have any questions regarding the attached. John W. Rants, Mayor The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431.3665 ;- � +� DATE April 6, 1999 APPLICANT :: Raisbeck Engineering RE D99- 0106, Create New Office Space ADDRESS 4411 South Ryan Way City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS Steve Lancaster, ;Director lease review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned'to the file and can be reached at 206-431-3661. The amount of office space being added (greater than 4,000 square feet) requires that environmental review be conducted prior to issuing a building permit. Please complete the SEPA checklist (attached) and submit for review. The issue of whether additional . parking is needed as a result of the added office space should be addressed in the checklist responses. c: \carol \general\d99I 06.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 MBE R' D99 0106' AISBECKENGINEERING riginal Plan Submittal :: Response to Incomplete Letter espouse to Correction Letter # X Revision # 1 After Permit, Is Issue • DEPARTMENTS: Building 1 10 -4 11 Public Wors PLAN REVI�W /ROUTING SLIP C Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 541 Incomplete Comments: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved / Approved with Conditions WRROUTE.DOC 5/99 n C • Planning 1 - 71 A Permit Coordinator DUE DATE: 7 -20 -99 Not Approved (attach comments) CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) Not Applicable ❑ DUE DATE 8-17 -99 REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: Perry1- aoorcl. Ct5P9 PLAN REVIEW /ROUTING SLIP ;final Plan Submittal' onse to_Correction Le tter DEPARTMENTS: Bug IKb G &-Z -q' n Public Works TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved \PR- ROUTLDOC 6/98 Fire Prevention Structural Complete Incomplete ❑ Approved with Conditions Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -27 -99 No further Review Required DUE DATE: 6 -24 -99 Not Applicable n Comments: n REVIEWER'S INITIALS: DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions C Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division tgl Public Works SZ1 DETERMINATION OF COMPLETENESS: (rues, Thurs) Complete TUES /THURS ROUTING: Fire Prevention 4 -134 Structural Incomplete eirrn't COard. PLAN REVIEW /ROUTING SLIP Comments: Please Route No further Review Required Routed by Staff I I (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) Approved \PR- ROUTE,OOC 6/98 elPt- Planning Division wry 4 - 21 Permit Coordinator DUE DATE: 4 -27 -99 Not Applicable DUE DATE: 5 -25 -99 REVIEWERS INITIALS: DATE: Approved with Conditions n Not Approved (attach comments) REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved Approved with Conditions Not Approved (attach comments) E REVIEWERS INITIALS: DATE: PennCood. Copj PLAN REVIEW /ROUTING SLIP (_,J ACTIVITY NUMBER: D99 -0106 DATE: 4 -2 -99 PROJECT NAME: RAISBECK ENGINEERING XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # After Permit Is.Issued DEPARTMENTS: ding Division Public Works gib Fire Prevention 4 -13) ❑ Structural- DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Comments: TUES /THURS ROUTING: Incomplete g, 404 Please Route ❑ Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) P anni D vision ermit IF DUE DATE: 4 -6 -99 Not Applicable ❑ No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 - - 99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ \PR•ROUTE.DCC 6/98 Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Revision No. Date • Received Staff Initials Date Issued Staff Initials —� '7 - 1 q — g r ' I —I -�30 -- 36 Summary of Revision: LL w 1 n o(, u.9 S _k J'2 r4 64.--q d oa r. I Received By:/ �„„,� -7( Revision No. Date Received Staff Initials Date Issued Staff Initials I I I Summary of Revision: I Received By: Revision No. Date Received Staff Initials Date Issued Date Issued Staff Initials I I I • Summary of Revision: Received By: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I I I I I Summary of Revision: Received By: •'Jr: x.... PROJECT NAME: R0 £lvi -- Site Address: Lt L1 1 I 5a Pva- REVISION LOG lead print) . «rx.rt.+•fu'r[ : c . 1. t 1 ;1 :5Yv; E7:�'i PERN►1 f NO:. lb C19 - /0 6 Original Issue Date: - — (please print) (please print) (please print) Revision No. Date Received Staff Initials Date Issued Staff I Initials Summary of Revision: Received By: i (please print) Date: I9 JULY c y ❑ Response to Incomplete Letter ❑ Response to Correction Letter El Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: 7'''' JO(o Project Name: i1 Project Address: 4411 4 w y Contact Person: C �• Dlitr m Phone Number: 652 41140 Summary of Revision: rele ©w E - ? U es " MOO 3 win/oak/5 7Yfiteb 1367 Poop's - Seg TR / wcs, mig r, - 7.: e30 Tew.occ - &Ev/9 v _ -- .5e1F sic tofciof mactoso0. ' - /' ' oiv 70 SF 77-f6' o7?1 res •9"/c2 Ta / -1-1 c - E - 7 ,W e0 Ah+,lv / 6 y .RErPs Sheet Number(s) ' �[ .3 , 5k-/ A2 "Cloud" or highlight all areas of revisions and date revisions. ga.1 1. ,k »C/1f, 7/ ) Submitted to City of Tukwila Permit Center CITYOFTUK ILA JUL 191999 0 Entered in Sierra on PERMIT cENTFA,99 Date: 1n44f ; V'? ❑ Response to Incomplete Letter ❑ Response to Correction Letter 14 Revision Amirgmt Issued CITYt TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 �s}s..• d•^' K'l�Xft%' ' "' ;'�+,', ; �, , ,'.„ ",. tr.i. R 'K , ,cat i4 �' +X' 01 ] : '� £t „t ' L Plan Check/Permit Number: c % — 0/c6 ZeNI berrire. iss ce)r ¶ob Bincat (AD Project Name,? 44// C � C7 ( A/6/�/EL�R PU4 Project Address: ` . /-' V/4A/ Contact Person: Me-/M FL. ' JOAJE5 Phone Number: 6525540 5u k r iitcd 10./ : CJ Summary of Revision: / D CiallAW RfiFe . rnglit 2 /A-;4 E 'ki 70 7E Cr> 7/7797. , /D %o /3e 9; 4 c5 Jog/ F ov - 5 E p� !S 1� /07x/ p J 7, 7 i .- TA- 41- / um.)4 cRnil /S iVo -6 �2 /f� �t�?r.G /2�✓ Sheet Number(s) -- o?, A , •� - 5 "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center [ Entered in Sierra on 3 3Nrx- va/ at/ i� tkCEtV 60 tsar( TutontA IA NI 2 7 1989 PERMIT CENTER 3/4/99 Date: 41 PI [11 l/ Response to Incomplete Letter ❑ Response to Correction Letter ❑ Revision after Permit Issued CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Project Name: 1 LI4btk . � neeri 1 101 Project Address: i� 6 W y Contact Person: Phone Number: i CO - (o52 -5Si0 Summary of Revision: Vt. /`e ,' - 40 TAR. 5 eiQoo PP OPC1-6e 4.122 GLIAILLJ 415 sf ac C Jg) a .,..4........ _ , , If 11 AAA-A. "tbuZ- , • 0 s .c.. be -cam• Col *4 col . I ut�R.. ( . 9 1 �� -1-41 -, ti M,,ockati.itoa. k a- c4 dzi . s a - ket-4- tA)10 --4 1 ,,,k ;a_. cam. - << Plan Check/Permit Number: 3 - Io(o `f• "mop s-F a�� C on RECEIVED �� CITY OF TUKWILA r `.ya� Submitted to City of Tukwila Permit Center i-r --- APR 2 3 1999 [r Entered in Sierra on L i"' 2(0- 0 -C I L eaete ,h- Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. PERMIT CENTER 3/4/99 je55 �.,. w.n.++ar�ua1 aw.au W'wKC! put 0, F44M6MIMG1 'MiilwlrMmrt�taw City of Tukwila Fire Department Fire Department Review Control #D99 -0106 (510) April 13, 1999 Re: Raisbeck Engineering - 4411 South Ryan Way Dear Sir: Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57.5-4439 bFUie.� cur .i Page number 2 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number purposes. (UBC 1004.2.2) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Escutcheon plates used with a recessed or flush -type sprinkler shall be part of a listed sprinkler assembly. (NFPA 13 -2- 2.6.2) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal , City of Tukwila Page number • Fire Department Thomas P. Keefe, Fire Chief to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) 4. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .575-4439 City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6. Your street address must be conspicuously posted on . the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 8. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, cc: TFU file ncd 5/ The Tukwila Fire Prevention Bureau Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 • Fax (206) 575-4439 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 7i 4 Dental units or lavatory 1 1 Dishwasher 4 2 Drinking fountain (each head) 1 1 Hose bibb or sill cock 5 3 Laundry tub or clotheswasher 4 2 Sink, bar or lavatory 2 1 I 7 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 Z 4. Sink, other 4 2 Sink wash, circle spray 4 4 Urinal, flush tank 3 3 Urinal, pedestal 10 10 Urinal, wall or stall 5 5 2- 10 Water closet tank 5 3 1 -1 Water closet, flush valve 10 6 1 11., ' A , 41 ; KING COUNTY n,ut (Please print or typr) Q Owner's Name /� 4 Aeck i 4)1444e5 p (Last. First. Middle Initial) M•13 Non- 6sidential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684-1740. Property Tax ID # 0 3 2 304- qD3 07 Property Legal Address: Building Name (if applicable) Subdivision Name Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: (if different from property address) Property Street �y Address 44/ 5 • / Gv 4'y Owner's Phone Number ( 723 So DO Owner's Mailing Address: (if different from above) City, State, Zip S , W F 713 7a A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 1058 (Rev. 11/96) RCE White - King County or Property Contact Phone # ( City or Sewer District lug w/ L 4 Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Proces : t Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gavday) = C. Total Residential Customer Equivalents: (add A & B) A B Date 187 RCE RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner / ,;%? Representative Jr /late Mir Print Name of Own r/ Representative ? `' .V Yellow - Local Sewer Agency Pink - Sewer Customer F625-052.000 (8/97) • D PARTMENTOF.LABORAND INDUSTRIES . REGISTERED AS PROVIDED BY LAW AS CONST. CONT GENERAL .1.. REG I ST - EXP.. DATE:-.1 CCO1 '1EDIFICI191PA 07/01/1999, EFFECTIVE DATE 10/01/1981.: . : EDIFICE CONSTRUCTION CO INC 1417 31ST. AVE S SEATTLE WA 98144-3909 State of Washington County. of King I certify that this is a true and correct copy.of an originaL doc 1 the possession of Edifice Construction Company, Inc., as of this date. Dated:' AW 3 ) / Notary Public in and for the State of Washington residing at Seattle. My Commission' Expires 7/15/99. .. --. . ,.,. . . . . . . • • ru.F. COPY R II ou'o;,o! lz f 7: , =I ornionizzo - • : :.... -...i of p!ano Coco not authorize the violz,, , f ozy adopted codo or ordinance. Receipt of contractor's copy of approved mane eeknowiedged. By /V"-4.4---"----- -- ARC HITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641-9200 FAX (425) 641-6338 101 Yesler Way Ste 206 Seattle, WA 98104 (206) 652-5540 FA1____ RAISBECK ENGINEERING SEATTLE, WASHINGTON Design Team MJ Date (0/A4'010G No Permit N4 immlummiD INV SEPARATE PERMIT REQUIRED FOR: 2 / MECHANICAL 2 - ELECTRICAL [211.NMBING R1.7.t.'.; FANG CM( CF TUnVILA L-.1.1.i......3 DIVISION NO CH MADE TO SCOPAEN L / Ws IS AR IO WS N IET S HMOA APPROVAL OF TUKWILA BUILDING DIVISION, THE 0 S WITHOUT PRIOR . NOTE: PEVICIONS WILL REQUIRE A NEW PNN SUBMITTAL MO MAT INOLUOE ADUITIONAL PLAN OEVIEW FEES. AA. ICHSPECTIO14 RAISBECK ENGINEERING UIREIP, 5SE SLO. 4411 South Ryan Way . Seattle, Washington 98178 - f 0 Parcel Number: 032304-9034-07 9. JCF . M,1 99044.00 Revisions VICINITY MAP PROJECT TEAM DRAWING INDEX ; CLIENT RAISBECK ENGINEERING 4411 SOUTH RYAN WAY SEATTLE, WASHINGTON 98178 TEL: 206.723.2000 FAX: 206.723.2884 ARCHITECT JFC ARCHITECTS, PLLC 101 YESLER WAY, SUITE 206 SEATTLE, WASHINGTON 98104 TEL: 206.652.5540 FAX: 206.652,5541 CONTACT: MIKE JONES, AIA STRUCTURAL ENGINEER SWENSON SAY FAGET 2124 THIRD AVENUE, SUITE 100 SEATTLE, WASHINGTON 98121 TEL: 206.443.6212 FAX: 2064414870 COMTACT: JAMES HARRIOT T-1 TITLE SHEET, INDEX TO DRAWINGS, LOCATION PLAN T-2 GENERAL NOTES, SYMBOLS, ABBREVIATIONS, FINISH SCHEDULE, PROJECT INFORMATION 021 ' .'‚. , ' ..** : 11111116a.. \■411% VIIIIIIII •,,A - E21 mum M A-1 SITE PLAN A-2 FLOOR PLANS A-3 FLOOR PLAN Registration \ N •44; < bil 1 4 . 1,41=a A-4 FURNITURE PLAN IN **At 1111111116111 A-5 REFLECTED CEILING PLAN 111 AT 4 •., III 1 NI A-6 SECTIONS, INTERIOR ELEVATIONS 6652 REGISTERED ARC ,t m / • frAr sffin "T —.-- Sheet Title TITLE SHEET m cPOPPALA MAY .. 2 71999 , -..,,,,E,„ Shoot No. T-1 C i ' 0 10(a tj, 1999. JEG ARCHITECTS PLLC A-7 DETAILS Eli 4 I 1 11 ii 1 , .4 I 4 .„ ' -1'-14 . 'EA ill.nlik■ ,A,p ip I '140.164: • • -• 4 if 1,4 v 11101111)■ S1.0 STRUCTURAL GENERAL NOTES im 111 4.•.4 ,,, .... STRUCTURAL GENERAL NOTES I LEGAL DECRIPTION THE PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NOTHERLY OF A LINE BEARING NORTH 88 DEGREES 35 MINUTES 13 SECONDS WEST FROM A POINT ON THE EAST LINE OF SAID SUBDIVISION WHICH IS 332.8 FEET NORTH OF THE SOUTHEAST CORNER THEREOF, LYING EASTERLY OF THE EASTERLY LINE OF STATE ROAD NO. 2,AS CONVEYED TO THE STATE OF WASHINGTON BY DEEDS RECORDED UNDER AUDITOR'S FILE NO. 2455527 AND 2900456, AND LYING SOUTHERLY OF THE SOUTHERLY LINE OF SOUTH 107TH STREET AS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER AUDITOR'S FILE NO. 3444401 AND 6640044. EXCEPT THAT PORTION THEREOF CONDEANED IN KING COUNTY SUPERIOR COURT CASE NO. 601962 FOR P.S.H. NO. 2, SOUTH 126TH STREET TO NORFOLK STREET, TOGETHER WITH THAT PORTION OF VACATED SOUTH 107TH STREET THAT ATTACHES BY OPERATION OF LAW. S2.0 LOWER FLOOR FRAMING PLAN - S2.1 S3.1 MAIN FLOOR FRAMING PLAN STRUCTURAL DETAILS la. • Nim ..m. , ._, 1.,..006,-... ) mu r%P 't4,6■WIZ 1 too S3.2 STRUCTURAL DETAILS 1161010 at .........1 WAG& ow& -n--Nol mum .417ae gi■ g `I 111011Dtt• NPR 1 la 1 IIIIIIIIIIL:'"" 1111111= 1111111.= , 6Iff W11A --_ APPROV JUN 9 2 1999a I di A N.I.' .419(; • . ' Pr • 77TKETIVAL . GENERAL NOTES IMPORTANT: GENERAL CONTRACTOR IS RESPONSIBLE FOR READING AND COMPLYING WITH ALL GENERAL NOTES ON THISN PAGE AND GENERAL AND SHEET NOTES ON DRAWING SHEETS FOLLOWING. NOTIFY THE ARCHITECT WITH ANY QUESTIONS OR DISCREPANCIES PRIOR TO INSTALLATION OF WORK, t CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON ISTE AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN A TIMELY MANNER PRIOR TO CONSTRUCTION, 2. STANDARD SPECIFICATIONS AND DETAILS FOR TENANT IMPROVEMENT WORK ARE REFERENCED ON THE DRAWINGS AND APPLY TO THE WORK AS IF INCLUDED HEREIN. 3. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS TO THE OWNER. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID BY THE CONTRACTOR. 4. AS INFERRED IN THE CONTRACT DOCUMENT. THE CONTRACTOR IS TO INCLUDE MATERIALS, EQUIPMENT, TRANSPORTATION AND UTILITIES NECESSARY OR REASONABLY INFERABLE AS BEING NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE CONTRACTOR AND ALL OF HIS SUBCONTRACTORS REPRESENT THAT THEY HAVE MADE A THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING CONDITIONS AND LIMITATIONS AND THAT THEY EACH HAVE EXAMINED THE CONTRACT DOCUMENTS IN COMPLETE DETAIL AND HAVE DETERMINED THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT, ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR ADJUSTMENTS OF THE WORK ARE NECESSARY FOR PURPOSES OF FABRICATION OR INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BETWEEN ITEMS, WITHIN THE INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR ADJUSMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OR THE WORK, THEY SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 5. CONTRACTOR IS TO PROVIDE OWNER WITH A CONSTRUCTION SCHEDULE PRIOR TO BEGINNING OF CONSTRUCTION. 6. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER AND BUILDING OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK, INTERRRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, AND RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST ONE WEEK IN ADVANCE OF WHEN THE WORK IS TO COMMENCE, DURING HOURS OF THE DAY AS SPECIFIED BY THE OWNER. 7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 8. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL NON- BUILDING STANDARD FINISHES PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS (PAPER SEPIAS) AND PRODUCT DATA (MINIMUM 2 SETS) FOR ARCHITECT'S APPROVAL ON ALL SPECIAL ITEMS REQUIRING CUSTOM FABRICATED WORK. TYPES OF SAMPLES AND THEIR MINIMUM REQUIRED SUBMITTAL SIZES ARE LISTED AS FOLLOWS: PAINT WITH EXACT FINISH 8 1/2"x11" * WOOD STAIN (VENEER OR SOLID) ( OLID) EXACT FINISH 6 "x6" * WALL COVERING 4 "x4" * PLASTIC LAMINATE AND METAL FINISHES 2 "x3" * FLOOR FINISH (EXCEPT B/S CARPET) * VINYL COMPOSITION TILE (VCT) 3 "x3" * RUBBER TILE 3'x3" * WOOD WITH EXACT STAIN AND FINISH 2 "x6" * STONE (GRANITE, MARBLE, ETC.) 4 "x4" SAMPLES ARE TO BE CLEARLY MARKED AND KEYED TO ARCHITECT'S NUMBERING SYSTEM ON THE CONTRACT DOCUMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO SAMPLES FOR APPROVLA SO THAT ARCHITECT CAN KEEP ONE ON FILE AS A CONTROL SAMPLE. CONTRACTOR SHALL ASSUME FULL LIABILITY FOR THE RE- INSTALLATION OF MATERIALS DUE TO INCORRECT SPECIFICATIONS IF THE ABOVE PROCEDURE IS NOT ALLOWED. 9. CONTRACTOR SHALL PROVIDE HOISTING FOR ITEMS TENANT FURNISHED CONTRATOR INSTALLED (TFCI) SUCH ITEMS EILL BE DELIVERED BY TENANT TO DESIGNATED AREAS FOR HOISTING. TENANT SHALL BE RESPONSIBLE FOR COORDINATION OF TFCI ITMES WITH THE CONTRATOR AND /OR OWNER. 10. CONTRACTOR SHALL PROVIDE FIRE - RETARDANT - TREATED (FRT) WOOD BLOCKING OR 6" WIDE METAL BACKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES AS REQUIRED PER BUILDING STANDARD DETAILS, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. BACKING SHALL EXTEND TO NEXT STUD BEYOND END OF WAL MOUNTED FIXTURE. FIXTURES AND DEVICES INCLUDED IN THIS SCOPER ARE: * UPPER AND LOWER CABINETS /CASEWORK * WORK COUNTERS * COAT ROD AND SHELF UNIT * SHELVING (BRACKETS AND STANDARDS) * BOOKCASES (OVER 42" IN HEIGHT) * TENANT FURNITURE ATTACHED TO WALL (SEE FURNITURE PLAN) 11. ALL FIREPROOFING DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED TO MATCH ORIGINAL MATERIAL AND THICKNESS. OBTAIN APPROVAL FROM CITY, AS REQUIRED. 12. ALL EXISTING MILLWORK, HARDWARE, AND MECHANICAL AND ELECTRICAL ITEMS REMOVED SHALL BE RETURNED TO OWNER, CONTRACTOR SHALL INSPECT AND UTILIZE ANY EXISTING DOORS, HARDWARE, LIGHT FIXTURES, DIFFURSERS AND ANY OTHER ITEMS AVAILABLE FOR NEW CONSTRUCTION AT ARCHITECT'S AND OWNER'S APPROVAL. 13. IF THE BUILDING WILL BE OCCUPIED BY OWNER'S TENANTS DURING CONSTRUCTION PERIOD, PROTECT PERSONNEL FRO HARM AND INJURY WHETHER THEY ARE A PASSERBY OCCUPANT OF EXISTING BUILDING OR VISITORS TO THE SITE. CAREFULLY MAINTAIN AND PROTECT EXISTING EQUIPMENT AND FACILITIES DURING CONTRUCTION INCLUDING MONUMENTS, BENCH MARKS, AN THEIR REFERENCE POINTS; IF DESTROYED OR DISTURBED, REPLACE AS DIRECTED. 14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED FOR MATCH ADJACENT FINISHES, SUBJECT TO OWNER'S APPROVAL AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO IN RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS IS PRACTICAL AND SHALL BE APPROVED BY ARCHTITECT AND OWNER PRIOR TO INSTALLATION. EXISTING MATERIALS WHICH ARE TO BE REMOVED MAY BE USED FOR PATCHING, BUT ONLY WITH THE EXPRESS APPROVAL OF ARCHITECT AND OWNER. 15. ALL EXISTING MECHANICAL /ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED U.O.N. WHERE EXISTING PLUMBING FIXTURES ARE REMOVED, CAP THE SUPPLY, VENT, AND DRAINS ABOVE THE CEILING AND BELOW THE FLOOR, AND PATCH OPPENINGS. REMOVE FITTINGS FROM WALLS AND PATCH OPENINGS TO ACCOMMODATE THE REQUIRED FINISH. 16. INSTALLATION OF MECHANICAL, ELECTRICAL, AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING SUM EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS, AND CEILINGS WHICH RESULT FROM INSTALLATION OR WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. USE APPROVED FIRE STOPPING MATERIALS TO SEAL OPENINGS IN FIRE RATED CONSTRUCTION. MAINTAIN REQUIRED LEVEL OF SEPARATION AT ALL TIMES. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT; OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 17. OPENINGS FOR NEW WORK THAT PENETRATE EXISTING STRUCTURE SHALL BE COORDINATED WITH' OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2" IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE SLABS, WALLS, OR MASONARY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED WITH A DIAMOND DRILL AND ALL RECTRANGULAR OPENINGS SHALL BE CUT WITH A DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. KEEP OVERCUTTING TO A MINIMUM. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND MASONRY WALLS. MAKE PATCHES WITH NEAT TRIMMED EDGES; MATCH ADJCENT EXISTING WORK. 18. A MINIMUM CLEARANCE OF 7" SHALL BE MAINTAINED BETWEEN SUSPENDED CEILING AND NEW DUCTWORK, PIPING, CONDUIT, CABLE TRAYS, ETC. FOR LIGHTING FIXTURE PLACEMENT. CONTRACTOR SHALL COORDINATE THE WORK OF THER TRADES. DISCREPANCIES, IN ANY, SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 19. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS, RELITES WITHOUT BASE, CABINET WORK, AND ALL OTHER LOCATIONS REQUIRING LEVEL SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT TRANSITION SLOPE TO 1/8" PER FOOT. 20. MATERIALS, ARTICLES, DEVICES, AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY REFERENCE TO BUILDING STANDARDS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS BY REQUIRERING COMPLIANCE WITH REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATION SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED SUBMIT A REQUEST FOR APPROVAL OF THE SUBSTITUTE SEPARATELY. FROM REQUIRED SUBMITTALS, PROVIDE COMPLETE BACK -UP INFORMATION FOR PURPOSES OF EVALUATION. WHREE BUILDING STANDARD ITEMS ARE SPECIFIED, NO SUBSTITUTE WILL BE ACCEPTED. 21. CONTRACTOR SHALL PROVIDE A SEAMING DIAGRAM OF PROPOSED CARPET LAYOUT FOR REVIEW BY THE ARCHITECT PRIOR TO INSTALLATION OF CARPET AND PAD ON JOB SITE. 22. THE LIFE SAFETY SYSTEM REQUIRES A SEPARATE PERMIT FRO THE SPRINKLER SYSTEM PERMIT. 23. PRIOR TO APPLICATION FOR FINAL PAYMENT, CONTRACTOR SHALL PROVIDE ALL RECORD DOCUMENTS TO TENANT CONTSTRUCTION COORDINATOR UPON COMPLETION OF TENANT CONSTRUCTION. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB DURING CONSTRUCTION AND AT THE COMPLETION OF THE JOB. CLEANING SHALL INCLUDE INTERIOR OF THE BUILIDNG, PATH OF TRAVEL TO THE JOBSITE AND SHALL INCLUDE THE PARKING LOT, ELEVATORS, LOBBIES AND CORRIDOR CARPET 25. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DRAWINGS. 26. CONTRACTOR SHALL USE EXHAUST FANS DIRECT OUTSIDE AIR VENTILATION MUST BE USED REMOVE TOXIC FUMES. 27. BUILDING OWNER WILL PROVIDE A TEMPORARY FACILITY WITHIN BUILIDNG FOR ANY MINOR "ON- SITE" FINISH WORK WHICH NEEDS TO BE DONE. HOWEVER, CONTRACTOR SHALL DO THE MAJORITY OF STAIN AND FINISH WORK "OFF- SITE" AS IS REASONABLU FEASIBLE TO PROTECT THE OTHER TENANTS FROM TOXIC FUMES. CONTRACTOR SHALL PROVIDE OWNER WITH SCHEDULE OF ITEMS TO BE FINISHED "ON- SITE ". Pali -olob SYMBOLS LEGEND DETAIL NUMBER SHEET WHERE DRAWN IMF ELEVATION NUMBER SHEET WHERE DRAWN SECTION NUMBER DETAIL NUMBER SHEET WHERE DRAWN III IJ Al DOOR TAG 1n ID /EQUIPMENT TAG ROOM TAG PARTITION TYPE TAG DATUM / START POINT KEY NOTES FINISH TAG BAR 4 NO. I. 11'-B SHEET WHERE DRAWN SECTION REFERENCE AREA OF - \ ` DETAILED WORK / NEW - GRID LINE REFERENCE EXISTING DETAIL REFERENCE DETAIL SECTION REFERENCE ELEVATION REFERENCE CEILING HEIGHT A.F.F. - GRID LINE REFERENCE WALL LEGEND ❑A EXISTING 2x6 EXTERIOR WALL TO REMAIN. O EXISTING PARTITION TO REMAIN. © EXISTING CONSTRUCTION TO BE REMOVED. ❑D EXISTING CONCRETE MASONRY WALL (CMU) EXISTING 8" CMU GROUT- FILLED AT REQUIRED 1- HR ENCLOSURES ❑Q TYPICAL INTERIOR PARTITION 2 -1/2" METAL STUDS © 24" O.C. W/ 5/8" TYPE -X GWB BOTH SIDES. PARTITION EXTENDS TO UNDERSIDE OF ACCOUSTICAL CEILING GRID ❑F TYPICAL INTERIOR SOUND PARTITION 2 -1/2" METAL STUDS ® 24" O.C. W/ 5/8" TYPE -X GWB BOTH SIDES. INSTALL 3" ACOUSTICAL FIBERGLASS BATT INSULATION INSIDE WALL W/ 6" THIOCK FIBERGLASS BATTS, 48" WIDE CENTERED OVER TOP OF PARTITION ABOVE AT, PARTITION EXTENDS TO UNDERSIDE OF ACOUSTICAL TILE CEILING GRID. • TYPICAL FULL HEIGHT 1 -HOUR PARTITION 3 -5/8" METAL STUDS © 16" O.C. W/ 5/8" TYPE -X GWB BOTH SIDES. INSTALL 3" ACOUSTICAL FIBERGLASS BATT INSULATION INSIDE WALL CAVITY. PARTITION EXTENDS TO UNDERSIDE OF STRUCTURE ABOVE. ABBREVIATIONS ACC ACCESSIBLE FOG ADJ ADJUSTABLE FOS AFF ABOVE FINISHED FLOOR FIX ALUM ALUMINUM FBO APPROX APPROXIMATE BLKG BLOCKING FLR BLDG BUILDING FT CAB CABINET GA CLG CEILING GALV CLR CLEAR /CLEARANCE GC CMU CONCRETE MASONRY UNIT GWB CTR CENTER HC C.L. CENTER LINE HDR COL COLUMN HDWD CONC CONCRETE HDWR CONT CONTINUOUS HGHT CONST CONSTRUCTION HM CW COLD WATER HORZ DEG DEGREES HR DF DRINKING FOUNTAIN HVAC DTL DETAIL DIA DIAMETER HW DIM DIMENSION ID DISP DISPENSER IF DN DOWN INSUL DWG(S) DRAWING(S) INFO EC ELECTRICAL CONTRACTOR MAX ELEV ELEVATION MECH ELEC ELECTRICAL MC EQUIP EQUIPMENT MEP EQ EQUAL EXIST EXISTING MIN EXP EXPOSED MLDG EXT EXTERIOR MTL FOC FACE OF CABINET MC FACE OF GLASS FACE OF STUD FURNISHED & INSTALLED BY OWNER FURNISHED BY OWNER INSTALLED BY CONTRACTOR FLOOR FOOT /FEET GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM WALL BOARD HOLLOW CORE HEADER HARDWOOD HARDWARE HEIGHT HOLLOW METAL HORIZONTAL HOUR HEATING VENTILATING AIR CONDITIONING HOT WATER INSIDE DIAMETER INSIDE /INTERIOR FACE INSULATION INFORMATION JOB CAPTAIN MAXIMUM MECHANICAL MECHANICAL CONTRACTOR MECHANICAL •ELECTRICAL AND PLUMBING MINIMUM - - MOULDING METAL NOT IN CONTRACT TS NOT TO SCALE A OVER ALL C ON CENTER D OUTSIDE DIAMETER F OUTSIDE FACE PNG OPENING C PLUMBING CONTRACTOR LAM PLASTIC LAMINATE LYWD PLYWOOD M PROJECT MANAGER T PRESSURE TREATED T RADIUS QUARRY TILE EF REFERENCE EQ(D) REQUIE(D) EV REVISED / /REVISION 0 ROUGH OPENING C SOLID CORE HT SHEET M SIMILAR OL SOLID PECS SPECIFICATION(S) Q SQUARE F SQUARE FEET MF STRUCTURAL METAL FRAME S STAINLESS STEEL TL G L STEEL Y STORAGE P SUSPENDED EL TELEPHONE EMP •TEMPORARY TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VERT VINYL VERTICAL COMPOSITE TILE VIF VERIFY IN FIELD WH WATER HEATER ALLOWABLE BUILDING AREA A. U.B.C. TABLE 5 -B LIMITS: BASIC AREA & HT. B(OFFICE): 2 STORIES 12,000 S.F. S -1 (MOD. HAZ. STORAGE): 2 STORIES 12,000 S.F. B. AREA INCREASE: -UBC SECT 504.2 -AREAS ALLOWED BY TABLE 5 -B MAY BE DOUBLED IN A MULTI -STORY BUILDING. THE FLOOR OF ANY SINGLE STORY SHALL NOT EXCEED THAT PERMITTED FOR A 1 -STORY BUILDING. THEREFORE: B(OFFICE)= 12,000 S.F.x2= 24,000 S.F. S- 1(STG.)= 12,000 S.F.x2= 24,000 S.F. -UBC SECT 504.3 - ALLOWABLE FLOOR AREA OF A MIXED OCCUPANCY BLDG. =THE SUM OF THE ACTUAL SF OF EA. OCCUPANCY /THE ALLOWABLE S.F. SHOWN IN TABLE 58 <=10E 12,0000 SFx2). LOWER FLOOR 2ND FLOOR 3RD FLOOR (S -1) 9 748 S.F, + (B) 9.056 S.F. + (B) 3,215 S.F. _ .41 + .38 + .13 = .93 24,000 S.F. 24,000 S.F. 24,000 S.F. THEREFORE O.K. LIlt OL 1 L1EW'IL1 19 11I 1 u L 10'91 ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 PAX (425) 641 -6338 101 Yeslet Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 PAX 206 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON No DOI° Z Registration 5652 Design Team o MJ JCF MJ vc n.,;.c, n, 99044.00 aooro.aaio ",< Revisions DescriptIon R MICHAEL L. O S TATE OF WASJHI Sheet Title GENERAL NOTES EK ciTV P of Turcw:w MAY 7 7 1999 Sheet No. T -2 © 1999. JeC ARCHITECTS 9l. PARKING SPACE CALCULATIONS WAREHOUSE S.F.= PARKING SPACES PER 2000 S.F.= PARKING SPACES= OFFICE SPACE S.F.= PARKING SPACES PER 1000 S.F.= PARKING SPACES= TOTAL PARKING SPACES REQ'D= EXISTING PARKING SPACES= ADDED PARKING SPACES= TOTAL PARKING SPACES PROVIDED= PERCENT ALLOWABLE COMPACT SPACE= REGULAR SPACES= COMPACT SPACES= PERCENTAGE= EXIST. 697.5', 698.5', 198.0 400.97' N 87 °27'19" W 30' -6" 397.5', 198' 597.5', 1098.5', 1912.5' 1 3' -0' N 9,748 SQUARE FEET 1 SPACES 5 SPACES 12,079 SQUARE FEET 3 SPACES 37 SPACES 42 SPACES N 35 SPACES 7 SPACES 42 >= 42 THEREFORE O.K. 30% 29 NEW AND EXISTING PARKING SPACES 18 EXISTING PARKING SPACES 44 % >30 % —NO COMPACT SPACES ADDED 1 04' -0" EXIST: FIRE HYDRANT N 17 o►n� EXIST. FIRE HYDR 20' -0 NO PARKING ONMNVd ON t_ 136' -0" H 8' -0" 22' -0" PLAN SITE PLAN SCALE: 1' = 20' -0" EXIST. SIGN 7 0 I N CIi4 OF IlINWIIA TI'PI10VC0 JUN J 2 222 ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 YesIer Way Ste 206 Sentde, WA 98104 (206) 652 - 5540 FAX (206) 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Z Design Team Design MJ JCF MJ Dolo 99044.00 Rev one AL 4/2e /ee FLOOR Ana RLeucnoN Sheet Title SITE PLAN CM MAY 2 7 i999 PERMIT ou'nele Sl, glstrelion eL No. A -1 m iesa. arc nseeercrs r „C 0 0 T I � O cul S.F. ADDITION TO MAIN FLOOR a LOWER FLOOR PLAN SCALE: 1/16" = 1' -0" 9748.24 S.F. RENO VA TION PLAN SECOND FLOOR PLAN SCALE: 1/16" = 1' -0" 8864.67 S.F. ■ O O 8' - 0" 0 12" O C FINISH SCHEDULE PAINT WALLS SOFFITS AND TRIM. MATCH EXISTING COLORS ON 2ND FLOOR. PROVIDE SAMPLES OF ACTUAL COLOR AND FINISH, AS NOTED ON GENERAL NOTES. FOR OWNER /ARCHITECTS APPROVAL PLASTIC LAMINATE ALL EXPOSED SURFACES TO BE NEVAMAR #MR -6 -2T, STIPPLE. MATCH EXISTING DETAILING OF CABINETS. INTERIOR OF CABINETS TO BE MELAMINE, OR EQUAL, COLOR AND FINISH TO MATCH EXISTING CABINETS. CABINET PULLS TO BE BLACK PLASTIC "WIRE" PULL STYLE, SIZE AND TYPE TO MATCH EXISTING. PROVIDE SAMPLES FOR APPROVAL PRIOR TO FABRICATION. CARPET MATCH TYPE AND INSTALLATION METHOD OF EXISTING. OWNER TO PROVIDE SPECIFICATION. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL (12" SQUARE MIN.) PRIOR TO PURCHASE AND INSTALLATION. CERAMIC TILE 8 "x8" TILE AND GROUT TO MATCH EXISTING. PROVIDE TILE BASE WITH STAINLESS STEEL I/4 -ROUND AT TOP EDGE IN NEW MEN'S AND WOMEN'S TOILET ROOMS ONLY. REF: EXISTING DETAIL IN TOILET ROOM ON 2ND FLOOR. PROVIDE WATERPROOF BARRIER UNDER TILE, IN BOTH TOILET ROOMS AND JANITOR CLOSET. TO ELIMINATE ANY POTENTIAL WATER LEAKAGE TO SPACES BELOW. WOOD BASE PROVIDE PAINTED 3 -1/2 " WOOD BASE WITH I/4 -ROUND BASE SHOE AT ALL NEW ROOMS (EXCEPT TOILET ROOMS) TO MATCH EXISTING DETAIL ON 2ND FLOOR. ACOUSTIC CEILING TILE PROVIDE METAL CEILING GRID AND ARMSTRONG "SECOND LOOK" 204 TEGULAR CEILING TILE IN ALL NEW SPACES TO MATCH EXISTING. MATCH HEIGHT OF EXISTING CEILING. BLEND NEW GRID AND TILE WITH EXISTING TO ELIMINATE ANY OBVIOUS "OLD -TO -NEW" VISUAL CONNECTIONS. INSULATION PROVIDE R -19 THERMAL INSULATION IN ALL NEW "FURRED" 2x6 WALLS AT PERIMETER OF ALL OFFICES. PROVIDE 3" ACOUSTICAL INSULATION IN ALL WALLS BETWEEN OPEN SPACE, TRAINING AND ALL WALLS IN TOILET ROOMS. PROVIDE 6" ACOUSTICAL BATT INSULATION, 48" WIDE, OVER ALL ACOUSTICALLY PROTECTED WALLS. NOTE: STORAGE SPACE ADJ. TO NEW OFFICE SPACE IS HEATED. NO THERMAL INSULATION IS REQUIRED BETWEEN THESE OCCUPANCIES. NDTE: 5TOtt46E 6pAGf GOT 1 FLooe. MIS ST I3E 44EP.TE.b At4S> INSISLATED fN ITS EX161 tON. TFNQC NEG) CDR 00012.1 'RACE : =L = 15 1;EauteEED To 13e INSO ATEp TO MIN. R -Iq. PLAN THIRD FLOOR PLAN SCALE: 1/16" = 1' -0" 3214.67 S.F. EXIT DOWN TO OUTSIDE DOOR HARDWARE SCHEDULE DOOR TYPES A 3'- 0 "x7' -0" SOLID CORE, PAINT GRADE BIRCH. HARDWARE TYPES MATCH TYPE AND FINISH OF EXISTING OFFICE EXISTING LATCHSETS AND HINGES. CONTRACTOR TO VERIFY TYPE AND FINISH OF EXISITNG HARDWARE AND PREPARE A FINAL DOOR HARDWARE SCHEDULE FOR APPROVAL BY ARCHITECT AND OWNER PRIOR TO PURCHASE AND INSTALLATION OF ABOVE ITEMS. em' er ruvwlu t uDYLU ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 Yeller Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX (206) 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Z nr_.I�o ma, MJ JCF MJ JP, Pro,c 99044 1 e /es oN naoa AREA REDUCTION ®_ ; /TO /sa CAM REVINONs se "RA TNT, FLOOR PLANS FINISH SCHED. DOOR H.W. SCHED. CITY oFeTUK R UA MAY 2 7 155) PERMIT CENTER lol A -2 CL /5' -7 3/4' 9LCLR., TY . 3'- 0 "x3' -0" 1 HR RATED ACCESS HATCH 6' -0 1 /2" TOILET SEAT 1 HT. 17 " -19" A.F.F. MAX., \TYP. I MATCH - 8'1 CASEWORK IN RESTROOMS CLR TO EXISTING L MOUNT GRAB BARS ® 36" A.F.F., TYP. 15' -6 1/8" olq., oft* WOMEN'S 12211 TILE RIM OF SINK 34" A.F.F. MAX., TYP N -ACC. FIXT RIM HT. OF BOWL MAX 17" 0 A.F.F. MAX.— — — FLUSH CONT. O 44" A.F.F. MAX. tO 0 TURN AREA 4' —O" TYP. j , CLR MEN'S 1 TILE — PROVIDE INSTA —HOT SPOUT © SINK. PROVIDE MINI HOT WATER TANK BELOW SINK FOR FAUCET WRAP COLUMNS W/ 5/8" GWB TO MIN. DIMENSION, TYP. OPEN WORK AREA 12241 CARPET LL PLAN 7' -0" HIGH SOFFIT TO ACCOMODATE EX. DUCTWORK— MODIFY DUCTS AS REQ'D MAIN FLOOR PLAN SCALE: 1/4" = 1' -0" 8864.67 S.F. I er ad: copy FILE COPY -r1 that tho Plan Check c^,pre,' -' - ; . error. and omissions and cpp'.a. -1 cf not al IQRh(( aeon of any ad code or Ofdrr ppNpt of contractor t approved Oil ,a y / 00it No f 5 iq OIOLT CITY 01 TUKWIU APPROVED JUL 2 1199 AS NOTED.C! ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 Yeslet Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX 206 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON 19021,1 'reon, MJ JCF MJ 99044.00 1821 A �2s /aa MOOR MEP enemata A s /2s /aa A_ e /la /sa s T L s /ss AINOow 00011100 aegtstral.lon 5052 R MITEAE L. HI STATE OF L WASHI 1 'Ale FLOOR PLAN heel No RE Y IS 'ty'' y'E 473 � 1 FF1A1T 000000 , " l . :10 100 :11100, 1- 79A -0106 s �1 D1oio& WS I 02 I WS I10 H WS 1 03 1 WS -- 0" TYF. I VERIFY WORK STATION AND ELECTRICAL LAYOUT W/ OWNER WS 04 OPEN WORK AREA WS 1 06 1 WS 1 13 1 H J WS 1 06 1 WS 1 14 1 Y WS 1 21 1 WS WS 1 07 1 WS SECOND FLOOR PLAN SCALE: 1/4" = 1' -0" WS oe I WS WS 2I FURNITURE PLAN STORAGE 12261 LITY 18 Ilia ;Li!) 11 ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 FAX (425) 641 -6338 101 Yeller Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX (206) 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Z Dvs, ream MJ a JCF MJ . . 99044.00 ns No NI, ----- QQ a /zaL >' s<aoR ulu REDUCTION ® , g /ze / @o CLEW' 3!1999° S i.str lion Sheet Til.lo FURNITURE PLAN nny i WILA MAY 2 7 1999 PERMIT "licol No_ A -4 ®®■ • Ark VICT 4 Shee Ell • ■NN UN$■■ ■■■ __■111■■ ■■— ■NU■■■■—■ •1111111E• ■■■ \ 1 INN O ■ ■ �■__ ■= ■■ ■■■■= ■■_= ■■n. ■ ■■■■■■ ■ ■■■■ ■ ■ - 1111:1111 — ■— ■ — ■ ■■ --■ ■■■■■ ■■ ■■■ ■I ■■ �■� �■■■���■ ■■ ■ ■ ■ ■ ■ ■■■ ■I.1■ iliffilit- Il i ■ ■■ ■. ■. 1111 1 �� I m ,0 � IllilUl__1111111 __■� ■■ ■ ■_ _ __ N■',■ ®l■. ■ ■■■■■__■■ ■ ■■■■■ __ ■■ ■■■1i■■ ■.■.....C . ... -.■ ammo .............._ MINNIE ■■ ■111 1111 11111111 — ■� ■■_ ■� ■ ■ __MIME � ■�■■■■■■�I■N■■■■■� mo - . w ! wi'r,■p■■ UN.....■I I -" r ., ,_ DROP CLG. TO ACCOMODATE HVAC— 7 " -0" MIN. HT. RCP LEGEND (R) - - -- REMOVE EXISTING LIGHT FIXTURE AND SAVE FOR - - - -+ RE- INSTALLATION - PATCH AND REPAIR CEILING TO MATCH EXISTING ADJACENT SURFACES. B/S 2' -0" X 4' -0" FLUORESCENT LIGHT FIXTURE. (E) INDICATES EXISTING LIGHT FIXTURE TO REMAIN, (R) (E) INDICATES LIGHT FIXTURE THAT HAS BEEN RELOCATED. O NEW B/S INCANDESCENT DOWNLIGHT - VERIFY SPEC. WITH TENANT. O NEW 6" DIA. CAN LIGHT - VERIFY SPECIFICATION WITH TENANT. Q NEW 6" DIA. WALL WASHER - VERIFY SPECIFICATION WITH TENANT. NEW WALL MOUNTED FLUORESCENT FIXTURE - SINGLE LAMP (46 T -8) - VERIFY SPECIFICATION WITH TENANT. 7 U I NEW LOW VOLTAGE TRACK LIGHTING - VERIFY SPECIFICATION WITH TENANT. VERIFY DIMMING REQUIREMENTS WITH TENANT, DE B/S EXHAUST FAN -VENT TO EXTERIOR. B/S EMERGENCY PATHWAY LIGHTING IN R/S WALL MOUNTED LIGHTSWITCH (3) (3 INDICATES THREEWAY CIRCUIT) 2 Dgc1-000 - T REFLECTED CEILING PLAN ry SECOND FLOOR PLAN SCALE: 1/4" = (' -0" 011Y kl OF TIiT' ) Y I l 0 E YrcuP 0 7 ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA98052 (425) 641 -9200 FAX (425) 641 -6338 101 Tesler Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX (206) 652 - 5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON .mA MJ JCF MJ 99044.00 FLOOR CTION ® 3/26/9, WENT REVISIONS Re0LICOI UN! Shaol. No A -5 IL REFLECTED CEILING PLAN EXIST. TRACK AND DOOR TO BE REMOVED NEW WINDOW PER SCHEDULE NEW WIDE FLANG - ELEVATION MEN'S RESTROOM SCALE:1 /4 " =1' - Design Team MJ JCF MJ 99044.00 oee,e.eaioa„ Revisions Registration Sheet No Sheet Title DoecrIpilon SECTIONS INT. ELEVATIONS RECEIVED CITY OF TURWILV MAY 2 71991 PERMIT CEN'TUM O 1959. JeC ARCHITECTS Piic ELEVATION MEN'S RESTROOM SCALE:1 /4" =1' -0" WOMEN'S RESTROOM SCALE:1 /4 " =1' -0" STALL PARTITION PER MAN. S.S. GRAB BAR oh a MEN'S RESTROOM SCALE:1 /4 " =1' -0" EQ.J EQ. 1 EQ. 1EQ. 1 EQ. 1 EQ. LINE OF FINISHED FLOOR ELEVATION ELEVATION S.S. GRAB S.S. GRAB BAR BAR A -6 Dq9 -010 6 NE OF LINE OF FINISHED FINISHED FLOOR FLOOR A -6 Q , EXISTING ROOF ELEVATION WOMEN'S RESTROOM SCALE:1 /4 " =1' -0" SLOPED MIRROR MEN'S RESTROOM SCALE:1 /4 " =1' -0" LINE OF FINISHED FLOOR ELEVATION SECTION STAIR SECTION SCALE:1 /4"= 1 '-0" ELEVATION A - 6 \ WOMEN'S RESTROOM SCALE:1 /4 " =1' -0" 10 A -6 STALL PARTITION PER MAN. ELEVATION MEN'S RESTROOM SCALE:1 /4 " =1' -O" 3 A -6 LINE OF FINISHED FLOOR CONTRACTOR TO VERIFY EXISTING HEADER. 0 STALL PARTITION PER MAN. WATER CLOSET STALL SIM. EXIST. GARAGE DOOR MEN'S NEW TRACK BEYOND PER MAN. NEW WAREHOUSE DOOR OVERHEAD COVER AS REQ'D WAREHOUSE SECTION GARAGE DOOR SECTION SCALE: 1 /4 " =1' — A - WOMEN'S RESTROOM SCALE:1 /4 " =1' -0" LINE OF FINISHED FLOOR ELEVATION LINE OF FINISHED FLOOR al 4 A -6 LOPED MIRROR A -6 S.S. GRAB BAR OF TLrTT'IIA Pi10 I JUII IJ 2 11921 ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 Yeslee Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX 20G 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Z lUAU 11111IIIUIINHI NEW MATCH CEXSTING HALL 6" ACOUSTICAL @ >33 BATT INSULATION JANITOR 7 _ . NEW 7 11 111 III II I � I I 1 1 i ii ` - ST CTW REF. 2 2121 STRUCT. PLANS 9 2021 HEADROOM LINE ®7' -0" 13 NEW MAIN FLR. EXTENSION ABOVE STAIR NOSINGS 16 - DOOR 2 -1/2" LT. WT. NC. 15 HALL OVER 3/4" P�eYWD OVER 1 3 14 EXIST. 16" DP. WOOD TRUSSES ® 12 BEHIND TO WOOD STAIR 11 16" O.C. 10 $ 9 4 6 3 1 WAREHOUSE EXISTING 5" CONC. SLAB EXIST. TRACK AND DOOR TO BE REMOVED NEW WINDOW PER SCHEDULE NEW WIDE FLANG - ELEVATION MEN'S RESTROOM SCALE:1 /4 " =1' - Design Team MJ JCF MJ 99044.00 oee,e.eaioa„ Revisions Registration Sheet No Sheet Title DoecrIpilon SECTIONS INT. ELEVATIONS RECEIVED CITY OF TURWILV MAY 2 71991 PERMIT CEN'TUM O 1959. JeC ARCHITECTS Piic ELEVATION MEN'S RESTROOM SCALE:1 /4" =1' -0" WOMEN'S RESTROOM SCALE:1 /4 " =1' -0" STALL PARTITION PER MAN. S.S. GRAB BAR oh a MEN'S RESTROOM SCALE:1 /4 " =1' -0" EQ.J EQ. 1 EQ. 1EQ. 1 EQ. 1 EQ. LINE OF FINISHED FLOOR ELEVATION ELEVATION S.S. GRAB S.S. GRAB BAR BAR A -6 Dq9 -010 6 NE OF LINE OF FINISHED FINISHED FLOOR FLOOR A -6 Q , EXISTING ROOF ELEVATION WOMEN'S RESTROOM SCALE:1 /4 " =1' -0" SLOPED MIRROR MEN'S RESTROOM SCALE:1 /4 " =1' -0" LINE OF FINISHED FLOOR ELEVATION SECTION STAIR SECTION SCALE:1 /4"= 1 '-0" ELEVATION A - 6 \ WOMEN'S RESTROOM SCALE:1 /4 " =1' -0" 10 A -6 STALL PARTITION PER MAN. ELEVATION MEN'S RESTROOM SCALE:1 /4 " =1' -O" 3 A -6 LINE OF FINISHED FLOOR CONTRACTOR TO VERIFY EXISTING HEADER. 0 STALL PARTITION PER MAN. WATER CLOSET STALL SIM. EXIST. GARAGE DOOR MEN'S NEW TRACK BEYOND PER MAN. NEW WAREHOUSE DOOR OVERHEAD COVER AS REQ'D WAREHOUSE SECTION GARAGE DOOR SECTION SCALE: 1 /4 " =1' — A - WOMEN'S RESTROOM SCALE:1 /4 " =1' -0" LINE OF FINISHED FLOOR ELEVATION LINE OF FINISHED FLOOR al 4 A -6 LOPED MIRROR A -6 S.S. GRAB BAR OF TLrTT'IIA Pi10 I JUII IJ 2 11921 ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 Yeslee Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX 20G 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Z TOP OF STUDS TOP OF FINISH MATERIAL 3/4" PLYWD LAMINATED BACKING 3/4" PLYWD SHELF WITH LAMINATION ON ALL EXPOSED SURFACES 1x3 NOSING TYP. HALOGEN VALENCE 3/4" PLYWD P —LAM COUNTER TOP 3/4" PLYWD SHELF WITH LAMINATION ON ALL EXPOSED SURFACES BLOCK AS NEEDED SECTION CABINET SECTION SCALE:1 "=1 '-0" DETAIL DOOR JAMB / HEAD SIM SCALE:3" = 1' -0" METAL TO RUNNER CHANNEL FASTENED TO BOTTOM OF STRUCTURE 24" O.C. TOP OF VERT. STUD SEALANT, BOTH SIDES BOTTOM OF STRUCTURE FASTEN GWB TO VERTICAL STUDS ONLY METAL STUDS 5 A -7 DETAIL CLOSET ROD AND SHELF SCALE:3 " =1' -0" POWER FASTENER W/ MIN. 100{ PULLOUT 1A-0 3/4" P.BD. OR PLYWD W/ P.LAM FINISH ALL EXPOSED SURFACES. 1' -4" BLOCKING AS REVD LINE OF ACOUST. TILE CLG BRACE TO STRUCTURE W/ 2 1/2" METAL STUDS SCREW TO TOP TRACK BOTTOM OF STRUCTURE SCREW TO GRID METAL CLG GRID METAL TRIM METAL HEAD TRACK METAL STUD GYP BD DETAIL DOOR JAMB / HEAD SIM SCALE:3" = 1' -0" METAL CLG GRID LINE OF ACOUST. TILE CLG MATCH EXIST. HT. GYP BD DETAIL DROP CLG. FRAMING SCALE:3" = 1' -0" } L BOTTOM OF STRUCTURE DROP CLG TO ACCOMODATE EXIST HVAC 7 MIN, 7' -0" A.F.F 5/8" STUD TO STRUCTURE c' 8' -0" O.C. WHES'HVAC IS NOT L STUD SOFFIT RAMING GYP BD METAL CLG GRID LINE OF A.C.T. DETAIL DOOR JAMB / HEAD SIM SCALE:3" = 1' -0" MET STUD FRAMING 5/8" GYP BD, BOTH SIDES 1x3 TRIM, TYP. DOOR FRAME DOOR ARCHITECTURE PLANNING AND INTERIOR DESIGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 Yeslet Way Ste 206 Seattle WA 98104 (206) 652 -5540 FAX 206 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Design Team MJ JCF MJ Dow 99044.00 Revisions Descripron Reg' She ration Sheet Title DETAILS CITY OF E TilKi "I! rt MAY 2 7 1999 PERMIT eOne,$'I No. A -7 0 1999. JPC ARCHIreCis PuC GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1997 EDITION). 2. THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE IN ACCORDANCE WITH ADMINISTRATIVE RULING INFORMATTION BULLETIN NO. 2, ISSUED BY THE CITY OF SEATTLE DEPARTMENT OF CONSTRUCTION AND LAND USE ON OCTOBER 20, 1976 AND IS WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. 3. DESIGN LOADING CRITERIA FLOOR LIVE LOAD (OFFICES) 50 PSF STAIR AND CORRIDOR LIVE LOAD 100 PSF PARTITION LOADING 20 PSF WIND 80 MPH, EXPOSURE "B" EARTHQUAKE ZONE 3, R =4.5, Ca =0.36, Cr0.54 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 4. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND LY D MUS T BE VERIFIED. - 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS, 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 9. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 10. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 11. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) STRUCTURAL STEEL CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/B" =1' -0• SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENTS AND WALL OPENINGS FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH REINFORCEMENT SHOP DRAWINGS. APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 12. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WIN THE MEANS, METHODS, TECHNIQUES SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP. DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADDING SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE, THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 13. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 108 AND 1701 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER, THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. MASONRY CONSTRUCTION STRUCTURAL 5TEEI. FABRICATION AND ERECTION (INCLUDING FIELD WELDING AND HIGH - STRENGTH FIELD BOLTING) EXPANSION BOLTS AND THREADED EXPANSION INSERTS GEOTECHNICAL 14. ALLOWABLE SOIL PRESSURE 5000 POE PASSIVE LATERAL EARTH PRESSURE 350 PCF SOILS REPORT REFERENCE TERRA ASSOCIATES REPORT, DEC. 18, 1986, REFERENCED IN SCM DRAWING SET AUGUST 4, 1986. RENOVATION 15. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL NEW OPENINGS THROUGH EXISTING WALLS SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY AU. EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE D. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, DOWELS EPDXY GROUTED INTO EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. CONCRETE 16. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 -1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE SEATTLE DEPARTMENT OF CONSTRUCTION AND LAND USE FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH U,B.C. 1905.4 THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR- ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, 0494, and C6TB. TOTAL AIR CONTENT FOR FROST- RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 19 -A -1 OF THE UNIFORM BUILDING CODE. 17. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FX60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, Fy= 40,000 PSI, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, FTY60,000 PSI. 113. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -92 AND 318 -95. LAP ALI CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -95, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF B" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 19. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH UBC SECTION 1907,7. FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" (#5 BARS OR SMALLER) 1 -1/2' COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 -1/2" SLABS AND WALLS (INT. FACE) GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" t;1-OlO(o ANCHORAGE 20. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE "KWIK BOLT II' AND THREADED EXPANSION INSERTS INTO CONCRETE SHALL BE ° SLEEVE ANCHORS' AS MANUFACTURED BY THE HILTS CORP. INSTALLED IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO.4627 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH LC.B.O. REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. BOLTS OR INSERTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT AND INSERT INSTALLATION. 21. EPDXY - GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH 'FOIL - FASY EPDXY AS MANUFACTURED BY THE RAWLPLUG COMPANY. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO.4514. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. CMU 22. CONCRETE MASONRY UNIT 'WALLS SHALL BE CONSTRUCTED OF GRADE N, TYPF I UNITS, CONFORMING TO ASTM C90, LAID IN A RUNNING BOND. MORTAR SHALL BE TYPE "S" PER TABLE 21 -A OF THE UBC. GROUT SHALL CONFORM TO UBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,0D0 PSI AT 28 DAYS, DESIGN Fm = 1500 PSI. HALF STRESSES ARE REWIRED. STRENGTH SHALL BE VERIFIED IN ACCORDANCE WITH SEATTLE DCLU CLIENT ASSISTANCE MEMO NO.320. SPECIFIED F m VALUE SHALL BE VERIFIED IN ACCORDANCE WIN METHOD THREE, UNIT STRENGTH METHOD. INSPECTION SHALL INCLUDE VERIFICATION OF MASONRY UNIT TYPE, PROPORTIONS OF MORTAR AND. GROUT, PLACEMENT OF UNITS AND REINFORCING, CONSOLIDATION/RECONSOLIDATION OF GROUT, FABRICATION OF PRISMS (IF REQUIRED), AND CONFORMANCE TO STRUCTURAL DRAWINGS. INSPECTOR SHALL REVIEW THREE UNITS AND GROUT OR. TAKE THREE PRISM TESTS FOR EVERY 5,000 SF OF WALL OR PORTION THEREOF. CONTRACTOR MAY PROPOSE TO SUBSTITUTE STRENGTH VERIFICATION METHODS ONE OR TWO PROVIDING RESPONSIBILITY IS ACCEPTED FOR ANY ADDITIONAL COSTS OR SUBMITTALS TO DCLU. UNLESS NOTED OTHERWISE, PROVIDE THE FOLLOWING REINFORCEMENT: 4" WALLS #4 0 48" O.C. VERT 6" WALLS B" WALLS 10' WALLS 12" WALLS #4 648' O.C. VERT. #5 0 48" O.C. VERT. #5 0 40" D.C. VERT. #5 6 32' O.C. VERT. 3/16 din. WIRE JOINT REINF. AT B" O.C. HORIZ. (2) #4 6 48" O.C. HORIZ. (2) #5 648" O.C. HORIZ. (2) #5 648' O.C. HORIZ. (2) #5 0 40' 0.0. HORTE IN ADDITION, PROVIDE(1)#5( #4 0 6' AND 4" WALLS)VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS AND AT FREE ENDS OF WALLS AND (2)#5((2)(14 6 6" WALLS AND #4 0 4' WALLS)HORTZ. AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS AND ABOVE AND BELOW ALL OPENINGS ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING. IF 2' -0" IS UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT. STEEL 23. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE AI.SA. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1: ° THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS." 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 24. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36, Fy=36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A -53, TYPE E OR S GRADE B, Fy=35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy=46 ASI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A325 25. ALL A -325 CONNECTION BOLTS SHALL BE APPROVED SELF LOAD INDICATING TYPES (SUCH AS BETHLEHEM LOAD INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC)AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. 26. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. 27. METAL FLOOR AND ROOF DECKING - PROVIDE SIZE, TYPE, GAUGE, AND ATTACHMENT TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. ALTERNATES MUST BE CONNECTED ACCORDING TO PUBLISHED I.C.B.O. CRITERIA FOR DIAPHRAGM SHEARS SHOWN. PROVIDE SHORING WHERE REQUIRED PER MANUFACTURER'S PUBLISHED CRITERIA. ALL DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. 28. HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTTA 0 -108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. REQUIREMENTS. JOISTS: (2X MEMBERS) (3X AND 4K MEMBERS) BEAMS: (INCL 6X AND LARGER) POSTS: (4X MEMBERS) (6X AND LARGER) STUDS, PLATES & MISC. FRAMING: 206 STUDS AND PLATES: DECKING: 2X6 TO 4X8) 34. WOOD FASTENERS SIZE 6d 8d 10d 12d 16d LENGTH 2" 2 -1/2 3" 3 -1/4 3 -1/2" WOOD 29. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.LB. STANDARD GRADING RULES FOR WEST COAST LUMBER NO 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI DOUGLAS FIR N0. 2 MINIMUM BASE VALUE, Fe = 1305 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, Fe = 925 PSI HEM -FIR STANDARD GRADE HEN -FIR STUD GRADE HEM -FIR COMMERCIAL DEX MINIMUM A VALE Fb = 1350 PSI I IMUM B SE VALUE, 30. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE NUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 31. STRUCTURAL WOOD PANEL SHEATHING (PLYWOOD) SHALL BE APA RATED PANELS WITH EXPOSURE 1 CLASSIFICATION. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 40/20. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 32. ALL W000 IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WIN AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 33. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO.0 -98. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUG" SERIES JOIST HANGERS. ALL PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: DIAMETER 0.11 0.131 0.140" 0,148" 0.162' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILSTHEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. STAPLES - THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF PLYWOOD (APA RATED SHEATHING): GUY CF lli!NI[LA NAIL SIZE EQUIV. STAPLE MINIMUM LENGTH 6d 16 GA. 1 -3/4' Bd 13 GA, 1 -3/4" 104 12 GA. 1 -3/4' .7 IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES, - THEY ' SHALL' SUBMIT STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUC- TION) FOR REVIEW AND APPROVAL. i 1 1 ECEI L M cm R DP Tuawu MAY 2 7 199 PERMIT CENTE 9 ARCHEINCTURB PLANNING ABD IIITBRIORDNNGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 Yesler Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX (206) 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Z Design Tet,m MJ JCF 1,11.140 MJ 99044.00 nput ".eVenm OooIslons egist, Swenson Say Fagot A Structural Enpne,Hn/ Corpus tlon 2124 mfia Atsns &Me 100, Seattle, WA 9921 Ph (280143-6212 Fe (2061 443'4870 Sheet Tale General Structural Notes Sheet No. S1.0 DMI ......._,. DMA JAH 03/24/99 C. NAILS AND STAPLES - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 35. WOOD FRAMING NOTES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -I -Q OF THE UBC. UNLESS OTHERWISE NOTED, ALL NAILS SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (1991 REVISED EDITION.) B. WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2e4 STUDS 0 16' O.C. AT INTERIOR WALLS AND 2x6 0 24" 0.C. AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 248 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 6' -0' IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d 0 12 O.C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE SIX IRA NAILS 0 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS 0 12' O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7' MINIMUM EMBEDMENT) 0 4' -0" 0.0. UNLESS INDICATED OTHERWISE, INDIVIDUAL MEMBERS OF BUILT - UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d 0 12' O.C. STAGGERED. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON IN- TERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS 0 7 O.C. USE 5d COOLER NAILS OR 1/2" GOB AND 6d COOLER NAILS FOR 5/8 OWB. PROVIDE 1/2' (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 8d 0 6 O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH Bd 0 12' O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING 0 8' O.C. AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS M ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH IRA 0 12" D.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD RODE AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS 0 6" 0.0. TO FRAMED PANEL. EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND 012" O.C. TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE - AND- GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW I /8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d 0 12" O.C.UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. CITY JU.1 II 2 CITY OF M 2 7 19TA PERMIT CENIE°, J R ARCHITECTURE PLANNING AND INTERIORDESION 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 Yeelet Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX (206) 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Design Team MJ JCF MJ 99044.00 lion Reg Swenson Say Faget A Structural Engineering Corporation 274 TWA Avenue, Otte 770, Seethe, WA 18121 Ph (208) 4484212 Fx (20W) 443 -4870 DAM JAM 03/24/99 Al t Till S1.1 General Structural Notes Sheet No. ED T ED 0 co ED Ng-01010 ED Lower Floor Foundation Plan (Lower Floor Walls) ED ED ED JPc Aitatencruits MANNINO AM) INTER 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 FAX (425) 641-6338 101 Yealer Way Ste 206 Seattle, WA 98104 (206) 652 FAX (296) 652-5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Design 'Tenon Dew, MJ [boom JCF .ocked MJ 99044.00 -- MONOMMEEN RevItilons Registrnlion Swenson Say Fegiit A Structure Bneeloyer1116 C..P.W 2124 118/I Avenue, Wilt 100, Seethe, WA 98121 PIE (206) 443.6212 Fx (206) 443-4870 — Thwe Client Title Lower Floor Framing Plan c$147VcOR MAY 2 7 10 PERMIT CENTE R SCALE AS NOTED Client No. S2.0 DAM JAN 2/24/99 r - 1 I l _ n 11 _ _ _ ----- T EX. 4-0" SQ. FTC. EX. 4 SQ. FTC. r — ....--EX. 4'-9 SQ. FT 1■11 g ill wiria Filp .,19' r 6. REMOVE AND REPLACE EX. SLAB NEW FTC. BLW. TS COL REFER 2/S3.2 '0 ..rn,,, REMOVE AND REPLACE EX. SLAB EXTEND EX. FTG. PER 5/53.2 EX. S-6 SQ. FTG. [ L II.. A Efli 16 REMOVE AND REPLACE EX. SLAB EXTEND EX. FTG. PER 5/53.2 EX. 3'-6" SQ. FIG. ai E _----- EX. 4'-9 SQ. TG. _ _ ) fll NEW STRIP FTC. Erg L L -1.------- EX. 4 SQ. G. 1 BLW. TS COL. REFER 1/S3.2 F.X. 2'-6" SQ. FTC. 1 %era EX. 2'-6" SQ. FTG. REMOVE AND REPLACE EX. SLAB EXTEND EX. FTG. PER 5/S3.2 li r- NEW STRIP FTC. BLW. TS COL. REFER 1/S3.2 Vtil„oliN 3-C3-' iabil I I il _ u E REMOVE AND REPLACE EX. SLAB I L NEW STRIP FTG. BLW. TS COL. REFER 1/53.2 EXTEND EX, FTC. PER 5/S3.2 __I ,. NEW STRIP FTC. BLw. TS COL REFER 5/53.2 1 1111 1 4 \\\ . , . ...- R / / 1 ED T ED 0 co ED Ng-01010 ED Lower Floor Foundation Plan (Lower Floor Walls) ED ED ED JPc Aitatencruits MANNINO AM) INTER 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 FAX (425) 641-6338 101 Yealer Way Ste 206 Seattle, WA 98104 (206) 652 FAX (296) 652-5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Design 'Tenon Dew, MJ [boom JCF .ocked MJ 99044.00 -- MONOMMEEN RevItilons Registrnlion Swenson Say Fegiit A Structure Bneeloyer1116 C..P.W 2124 118/I Avenue, Wilt 100, Seethe, WA 98121 PIE (206) 443.6212 Fx (206) 443-4870 — Thwe Client Title Lower Floor Framing Plan c$147VcOR MAY 2 7 10 PERMIT CENTE R SCALE AS NOTED Client No. S2.0 DAM JAN 2/24/99 TS 4x4x 3/53.2 2/S3. 16" TJI L60 916 "oc �TS'.4 %4z 16 ".•:TJI:•LOR•:• : DXL: JOIST:':' BLW; TS 4x4x 4/S3.1 1/S3.1 7/S3.2 16" TJI L60 0 16" oc TS 4x4x 4/S3. EX W8x28 COL 66L'.:'JOIST:.:•: BLW.'.WAtL.A8OVE LX:W8z2X CXL ::i:.......::: ..... . .........624x94'.'. ...................... .. { .... .16'': WI':L68 16" TJI L60 0 16" oc 16" TJI L60 @ 16" oc TS 4 %4x EX W8x35 COL EX W8x35 COL EX. W18x65 EX. WT 9x53 BLW. EX 16' TJI 35C O 6" oc EX. W24x84 EX 16" TJI 35C ® 6" oc EX 16" TJI 35 016" oc W24x84 EX 16" TJI 35 0 16" oc ._ © Ill........_.......__....... PSL 3 A L 8/53,2 EX. 618x65 WT:9x43:BLW, W24 x94 : OBL: JOTST BLW,; WALL: t1CtOLOo EX W8x28 COL /S31 ':::::..: : EX W8x28• COL EX. 018x65 BLW.: /53:2. T:OP. . :6 /SS 808: WI EX. 16" TMI 0 24" oc EX. 618x65 NE:W::WT • > O8L.JOIST O CD Main Floor Framing Plan (Lower Floor Walls) LEGEND 7-1 WOOD FLOOR SYSTEM INFILL D IT' DECEI` 1 CRY CF 1 C m89 2 1 1119 PERMIT CENTER JPc ARCHITECTURB PLANNING AND INTBRIORDENGN 2039 152nd Ave. NE Redmond, WA 98052 (425) 641 - 9200 FAX (425) 641 -6338 101 Ycsler Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX (206) 652 -5541 RAISBECK ENGINEERING SEATTLE, WASHINGTON Z DECIDE Tee, MJ JCF MJ :Ilti - io. 99044.00 Registruti.o1 Swenson Say Fag ®t A Structural Engineering Corporation 212A T1 6 Awns, 000 1:1), Poet a,, WA EMI Ph (206) 440625 At (206) 4434370 Sheet Title Main Floor Framing Plan SCALE AS NOTED Sheet NO S2.1 33. ICEN..m: utmnevrs a. JAH 3/24/99 PROVIDE 3x CONT. NAILER x FLANGE WIDTH BOLT NAILER TO BEAM JOIST PER PLAN w 58 0 0 / SHEATHING PER PLAN 1 /2" �l P ARcarrscrups PLANNING AND INTERIORDESIGN 2039 152nd Ave. N F. Redmond, WA 98052 425 641 -9200 FAX (425) 641 -6338 101 Ycsla Way Ste 206 Seattle, WA 98104 (206) 652 - 5540 FAX 206 652 - 5541 RRJSBECK ENGINEERING SEATTLE, WASHINGTON IIIIIIIIIIIII? nehgh Team .J .............. ........._..................._. _..................._ ._....._....................... . ;. ; F 4 [1w 3x12 P.T. LEDGER w/ 3 /4 "0 ANCHOR BOLTS @ 16"oc SIMPSON PAI18 ®46 " oc $ 6 CMU WALL REINF. PER GEN. NOTES U.O.N. 3x6 TREATED LEDGER w/ 3 /4 "0 A.B. ®32 "oc (: ,� . ■ 4 , ' SIMPSON PA18 "oc "� _ ,7 d C ' p 0 i H __ 0 4 , GAP 0 WALL 8 CMU WALL REINF. PER GEN. NOTES U.O.N. (1)»S CONT. ® 46 ���.7.... K SHEATHING AND NAILER PER PLAN 1 /2" � -- ►�� - - I -- .+ .+ �' BEARING PLATE w/ (2) "0 BOLTS 0 BEAM GAGE � EI' :� TA JOISTS PER PLAN SIMPSON MIT JOIST HANGERS 2x6 FLAT BLOCKING (2) JOIST SPACES MIN. JOISTS BOTH SIDES WHERE OCCURS MIT SERIES JOIST HANGER . AT EACH PA18 -" WEB STIFFENERS BEAM PER PLAN PER JOIST MANUE 3 ` 3/t6 , iYP. PER COLUMN � � 1 2 4 ■ PER BEAM SCHEDULE R BOND SIDES \ PER SCHEDULE. REFER 8/53.1 FL BEAM SIZE PER PLAN WHERE INDICATED BEAM SIZE _ B ER PLAN r MJ J � � — 99044.00 ..._.....................-_ .......... ° "`° Re HI "ns Registration Swenson Say Net SHEAR & STIFFENER PLATE SCHEDULE �� BEAM SIZE STIFF. PLATE THICKNESS SHEAR PLATE TO COL. WEB WELD SHEAR PLATE TO STIFF. WELD STIFF. TO COL. FLANGE WEIR CAPACITY W8, WI0 1 /4" 3 /16" 3 /I6" 3 /16" 8k 3 — PLATE BOLTS PER SCHEDULE BEAM SIZE PER PLAN TYPICAL BEAM TO BEAM CONNECTION • WI2 1 /4" 3 /16" 3 /16" 3 /I6 3 /16" 16k 16k BEAM EACH SIDE WHERE INDICATED COLUMN SIZE PER PLAN PLATE THICKNESS AND BOLTING PER SCHEDULE REFER 8/53.1 4 W1 4 1 /4" 3 /16" 3 /16 WIG /4" 3 /16" 3 /16" 3 /16" 26k W18 3 /8 " 3 /16 3 /16 " 3 /16" 36k 821 1 /2" 5 /16" 5 /16" 3 /16" 46k W24 5 /8" 5 /i6" 5 /16" 1 /4 " 63k W27 5 /8" 1 /4" 1 /4" 1 /4" 76k BEAM TO COLUMN FLANGE CONNECTION W30 2 /e" 1/4" 1 /4" 5 /16" 89k A Structural EnWwetlni Corporation 2124 T1id A nnat 8V10 W Settle, WA 88121 Ph MS -62 5 CM 44548!0 - a `" - �� ` �' ° °`PS t9 ' SyONAL0 STIFF. B, TYP. SEE SCHED FOR THICKNESS 21/2" BOLTS, PLATES, AND WELDS PER 8/53.1 ,I STIFF. E TO COL. FL UNLESS NOTED HERE F WELD PER SCHED. 10" O IA Pr q T _ - ___ - BEAM F ®COLUMN E '( i '(TVI SHEAR PLATE SCHEDULE -- �� �- -- J 6 " I J y UNLESS NOTED OTHERWISE BEAM SIZE N0. OF BOLTS BOLT SIZE* PLATE THICKNESS WELD SIZE CAPACITY 112 1 " / kk1 /2 VI \ SHEAR E TO STIFF. IF � — I WELD. PER SCHED. SHEAR B TO W8, W10 2 3 /4 "0 1 /4 3 /16 8k WO. 7/V00 r COL. WEB WELD SCHEDULE. REFER 8/53.1 W12 3 3 /4 "0 1 /4 3 /16 16k g 8 sks N ..S.'" 2 P ER < - I I TS PER PLAN „ .. .........._..... ..... ....... ... °' ° "" o w.1 W14 3 3 /a "0 /4 3 /16 16k W16 4 3/4 "0 1 /4 3 /16 26k 3" IF bf < 91/2" 4" IF 9 < bf < 111/2" W18 5 3/4 "0 1/4 3 /8 3 /16 5 /16 36k 46k COL - C °° JAH 5" IF bf > 111/2" W21 4 1 "0 # 1 FOR 3 /4 "0 BOLTS ELEVA TION 1 FOR 1 ° 0 BOLTS PLAN BEAM TO COLUMN WEB CONNECTION Dlq ....dob W24 5 1 "0 3 /8 5 /16. 63k °10e 3/24/60 W20 6 1 "0 3 /6 5 /16 k u Sheol Tills Framing Details SCALE: 3 /4 " =1' -0" &heat n°. w30 7 1 "0 3 ie 5 /1s 89 ask . � ; . II : ° 4 (2) 3 /a "0 ANCHOR BOLTS flECEIVEf CITY OF T11,••. ,.. ,..-- M 2 7 15 °t f 1 1 PEFMIT CENTE BOLT TYPE = A325N R MATERIAL = 436 I I EX. CONCRETE WALL AND FTG. i COL. ,l — & FOOTING TS COLUMN PER PLAN BASE B PER 9/$3.1 ON 3 /4" NON- SHRINK GROUT 5" SLAB ON GRADE TO MATCH EX. COL. 104 &FO OTING TS COLUMN PER PLAN BASE B PER 9/S3,1 ON 3 /4" NON- SHRINK GROUT 5" SLAB ON GRADE TO MATCH EX. B w/ (4) 3 /4 ° 0 BOLTS IN EPDXY IN FULLY GROUTED CELL CO CMU WALL BEAM PER PLAN c3— (4) "0 BOLTS S BEAM GAGE 111 �B NDD II11EIG04DEG@i 2039152nd Ave. NE (425) 641 -9200 (425) 641 -h338 Sea FAX ( ttle) WA 98304 (206) 652 -5540 FAX 206 652 -5541 RAISBECK R ENGINEERING SEATTLE, - WASHINGTON sirlit Design Town MJ _._.. ........._........._........._. p , ° ...._ .............. ......................._....... JCF #4 DOWEL 0 12" oc. EMBED 4"& GROUT IN EX. CONCRETE & EXTEND 6 W 4" HOOK IN NEW FTG. ,. _ rs 11/2" J_ SHEATHING AND NAILER PER PLAN 1 /2 PLATE 1/2" 1 n „ „ „ . O BEARING v 0. �0 a "7/12 Y 5 -8 LONG FTG. (2) #4 LONGITUDINAL '� •• .i.:=.7.7:: 12" " ; ;t' . v ` PLATE THICKNESS AND BOLTING PER SCHEDULE p REFER 8/53.1 S TYP. 3 • a TS COLUMN PER PLAN --= #6 015" oc 3 4 EA WAY 2' -6" SQ. FTG. 2 •" #4 0 8" oc TRANSVERSE 1 -- EX. COL PER PLAN EX. CONCRETE WALL EX. C15x33.9 EX . W18 EX. 2x6 STUD WALL �In� CONTINUOUS 2x12 LEDGER w/ 4 16d NAILS 0 EA. STUD () ENLARGE EX. FTG. 1' -0 BOTH SIDES EX. FTG. PER PLAN REMOVE AND REPLACE EX,. SLAB ON GRADE AS NECESSARY EX. NAILER, CONCRETE EX. JOISTS SHEATHING & NEW NAILER, TOPPING CONCRETE TOPPING SHEATHING & PER PLAN � _ '- 1,..::-......:::.:::.::.....:-.;::-:,-...-.:,.-;::,:,..„:-..z.1 " " ° ° "•' MJ B /Bx10x15 w/ (4) 3 /43 "0 BOLTS IN 4" EPDXY EMBED IN EX. WALL PROVIDE 12" VERT. SPACING & 7" HORIZ. SPACING BPI. BOLTS .................... .................... 4343 r. �: 99044.00 -- Revixlans Registrntinn Swenson Say Faget ►- H2 ANCHO w/ (4) 8d ® ° oc EA SIDE • . 1^ , Wi ./1 . , L4 c , ' ) :• A PER PLAN NEW JOISTS AND HANGER PER PLAN TJI JOISTS PER PLAN SIMPSON MIT JOIST HANGERS NEW WT 9x43 WELDED PER 6/53.2 „ . .•.x , � 3 /16 # DOWEL 0 12" oc. EMBED 6° GROUT IN EX. FTC. SF DEPTH & EXTEND 8" & HOOK IN NEW FTG. (2) #4 LONGITUDINAL #4 10 12" oc TRANSVERSE 5 123/8x6x6 /LTS (2) / " 0 BOLTS I. > 3 ®12 EX. W18 PER PLAN PROVIDE 6" CONT. WELD NEW WT 9x43 ®EA. END 6 V 3 /iB 8 A Struotunl En.[mextns Corporation 212410kd Porno We 12Q Seen, WA 98121 Ph (208) 44343212 Fs (2C6)442-4871) ' "0 �, w A 3. zg /yy EX. CONCRETE WALL AND FTG. COL. 1 ► i Av St FOOTING TS COLUMN PER PLAN BASE B PER 9/S3.1 ON 3 /4" NON- SHRINK GROUT 5" SLAB ON GRADE TO MATCH EX. 11 ECEI' cm n oP � MAY 2 7 9 1 .' PERMIT CEn +4 - 12 #4 DOWEL 5 12" oc. EMBED 4 "& GROUT IN EX. CONCRETE & EXTEND 6 WI 4" HOOK IN NEW FTG. '. r '--= WRREe ) /1/043 ........................ ............................._ BNA II II — — —„ B 8 y ■ 1' -6" LONG FTG. EXTEND FTG. 1' -6" AROUND CORNER PER PLAN r ""°A,,, dal x "' 3 /24 /B4 Shoot Title Framing Details 9 SCALE; 3 /4 " =p -u" saxes No. S 3.2 (2) #4 LONGITUDINAL I pgc[_-- l 049 10 #4 ®8" oc TRANSVERSE 9 425) 641-9200 AR (435)641413* RAISBECK ENGINEERING ® 1999, JPC ARCHITECTS P11C nqq- oID6 ASK1 1 M� MI 1 x I CITY OF TUKWIU APPROVED JUL 211999 AS NOI ELEVATION ONGD11 Scale: 1/8 " =1 –0" ) RECEIVED RE V ( slo-, 1919 1 Z find . iGI WL PC — - - -- PROJ NO: D99 -0106 JPC PROJ MGR:JPC Employee ""°QO"c"A4 PROJ MGR: MIKE JONES JPC PROJ NO.:99110 ° BUILDING: 241 D 1 O2 REVISION: 19 JULY 99 19 JULY 99 425) 641-9200 AR (435)641413* RAISBECK ENGINEERING ® 1999, JPC ARCHITECTS P11C nqq- oID6 ASK1