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HomeMy WebLinkAboutPermit D99-0171 - Culligan Water - Tenant Improvement•-• . 7t: • 01.4 PA, 44, , •'• Culligan Water City of Tukwila._.' (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: 788890 -0010 .Address: 18404 CASCADE AV S Un: 100 Suite No: Location: Category: Type: Zoning: Const Type: III -N Gas /Elec.: Units: Setbacks: Water: Wetlands: AWSE DEVPERM 001 North: KENT. .0 South: Sewer: •,..TUKWILA -'S;1T pes: N Contractor License :No::''OPUSNLL05,OJ5 OCCUPANT CULLIGAN WATER 18404 CASCADE AV S,,TUKWILA WA 98188 OWNER ESTATE:; OF- .JAMES. CAMPBELL C,0 COLLIERS INTERNATIONAL, 20206 72ND AVE CONTACT '`RANDY BROWN 2353 ,130 AV NE, BELLEVUE WA 98005 CONTRACTOR OPUS NORTHWEST L L C 200 112 AV NE STE 205, BELLEVUE WA 98004 * *•k * *** k * * * *'X * *•k*** 0 *• k* * * *** * ** * ** * ** *k * *** *k *** k* *•k ** k k** * *•k * ** * ** *4 **** k** k* k * * * *4 Permit Description:' TENANT IMPROVEMENT - . INTERIOR .CONSTRUCTION/ RESTROOMS /STAIRS, "ETC: * * *k* *•kk * ***k** k *,F * * ********** k k********************• k** * * * **•kkk•k *•k ** * *k** * *•k * * *kk� ConstruoOon,:Va`luation: $• 192,000:00', PUBLIC WORKS PERMITS *(Wat,er Meter Permits Listed Separate ) Eng. Appr: Curb Cut /Access /S i dewy 1k /CSS N Fire Loop Hydrant: N :;-load :Control Zone: N Hauling: N Start Time: :'. L'and Altering: N Landscape Irrigation: N Moving `,Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No Sewer`4lain Extension: N Private: N Public: N Storm Drainage: N Street Use: N Main Extension: N Private: N Permit No': Status: Issued: Expires: Occupancy: UBC: Fire, Protection: East: .0 West: Streams: Phone: Phone: (206)872 -4680 .KENT • WA 98032 Phone: 425-869-1946 D99 -0171 ISSUED 06/09/1999 12/06/1999 WAREHOUSE 1997 . SPRINKLERS .0 Phone: 425-453-4100 Cut. Size(in): .00 End "Time` Fill: Public: N ***' kk*** k**************** kk.*************** k**• k• kk*• kk**** k* ** * *•k•k * * * * *k* *•k **kkk* **k•k *7 TOTAL DEVELOPMENT PERMIT FEES: $ 2,494.27 k * * * *** k **** *** * *** * *•k * * * * * *** *-* ** k * *•*: * * ** * * * * *•k* *** *•k ** k* * ** k * * * ** k k k k k. Permit Center Authorized Signature: I hereby certify that I have read and examined his 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 pe Signature: Print Name: This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Date _gjLlcc1� 5 if the work is not commenced within if the work is suspended or abandoned inspection. r •. CERTIF'ICAT'E Of 'OCCUPANCY CITY OF TUKWILA .6300 SOUTHCENTER BOULEVARD, SUITE 100. TUKWILA, WASHINGTON 98188 THIS CERTIFTCATE' I'.SUE0 URSUAN f ' TO THE REQUIREMENTS' [7F .:SECTION 109 OF THE UNIFORM. BUILDINGCC1i1E CER;TIFYIN+GTHAT AT�'THE TIME.OF ISSUANCE THIS; WAS ' :IN COMPLIANCE; WITH THE `VARIOUS `ORDINAN'CES OF >'THE4 CITY REGULATING BUILDING. CONSTRUCTION OR USE. . FOR''I'HE- FOL.L.OWING i} , Occupant: CUL $ IG(F WATER, Bu i l d i rg Ad¢�r jess.i, 18404 ,CASCADE f �y Parce 1 # it 788890-0010- J jF i' f TOwner: ESTATE or JAMCS ,CAMPBELL" pccupancy WAREHOUSEL4 Occupancy Group ` B /F 1` Suite. No erin 99 --0171 Occupant 'jt oad Type of C uti t TENANT' IMPf OVEMCNT - INTERIOR CONSTRUCTION ',. RESTR0• S' /S /� TAIRS, ETC. . 8U`IL NO of SFr I AL' 60 DATE THIS CERTIFIC;ATL..MUST BE; CONSF''1CUOUSLY POSTED ON'THE PREMISES CITY OF TUKWILA Address: 18404 CASCADE AV S Un: 100 Suite: `Tenant: Type:. DEVPERM Parcel : #: ;788890- 0010: **** i/• kk• kk*• k• k• k• k***` k'• k• k• k*******•****; k* k *•k•k **h'k * *k**•kk•k•k*•k•k*•k• k*• k• k•k.bk•kk•k*•k•A k•k•k•k•k Permit Conditions. 1 ` :.■o changes wi 11 be made to the plans unless approved by th e; ,Engineer. and the Tukwila Bu;i 1 d i ng Division . All permits, inspection:r ecot,ds,. and`approved plans shall be available at :the ,jc.b site prior to the start of any con ,struction These fdocuments ar~e; to "be mai,ntained:_end avail- able until final inspection 'approval is granted ' .,Electrical per,niits .shall. be obtained thr•ough:',the Washington State ,Division of .L•ebor and Industries grid till "eiectr.ital work will be inspected by that agency (-24P-6630)..' :Plumbing p'er"mits, shall be obtained through the Seattle ling ;County' Department ;of "Publ.ic•:Health. Plumbing ,.wil:l be inspected .;by that ,agency, including 'all gas piping :(2962- 4722). :All ;mechanical "work shall be under separate permit issued:hy: the City of ; Tukwila. 'Ali construction to he done'.fn conformance with approved' plans; and requirements of the Uniform Building Code (1997: . 'Edfit,1 on) ' as amended, . Un 1 f orm Mechanical 'Code (1997 Edition) and;Washing ton�tate ,Energy °. Code `.'(1997 Edition). Validity . of Permit. : The issuance of, a permit or approval of plans, spe if ications,, ;and ,,computations. shal l not be con -t :strued to be a perMit for ,. or an approval of any violation of any of the,: provisions of the building code or of any ,other, ordinance of the jurisdiction:. No permit presuming to give=. =authority to violate or cancel the - .provision:. of this ,code. shall :;be valid: 8...When ,:special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Divis•ridn'.;of appointment of the inspection agencies prior the first building inspection. Copies of all special inspection reports. shall be submitted to the Building Division in,a,.timely manner. Reports shall contain address, project name, Permit number: and type of inspection being performed. 9, The special inspector shall submit a final signed report stating whether the'` work requiring : special :inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10. All structural concrete shall be special inspected (UBC. - Sec. 306(a)1) Permit No.: D99 -0171 Status: ISSUED.. Applied: 05/18/1999 Issued: 06/09/1999 CITY OF T1 7WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Projject_Numbert Permit Number: V q-0)11 Commercial / Multi- Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/ Tenant: c`r ( { u.' ze, Value of Constru n• q2 of 0 Site Address: City IB4o4 9 � r-c T ,.)Lib Statt'%ip: qs✓, n& Tax Parcel Number: 1 Property Owner: � l� Phone: 4 49� � Street Address: llity State /Z'c �°Fax #: c c -(184 �fiQ SU110 �1� I 4 457, 1-ljgi Contractor. Phone. Street Addreso I lI `i.)i I g ate /dip Fax #: 475— 45'5 ),71 2 Architect: Phone: `g4Co U �ST S Arr-A41 `'r 8o9 Street r 13(7 1.t., cu' �� C( State /Z ;� _Fax #: 88c 6020 g Engineer: Ph 4t ) a Gij o 46-7s- Street Address: ��3 I � 1t7D I, City State/Zip: Fax 7 etc) _� 40 �/ t q (.,moo (.w / �" Cont ct Pers Pho Street Address: 7S' 7 136/t. ' t�� City St /Zip: Fax G'vu ( q8a Zj� &3s 208 Description o' Me, work to be done: 1 , ogre ` Erc • 4. i n W vM._ Existing use: If Retail ■ Church ❑ School /College ❑ Restaurant ❑ Multi- family ■ f arehouse ❑Hospital ❑ Manufacturing ❑ Motel /Hotel ❑ Office /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family LJ War ouse ❑Hospital ❑ Church ❑ Manufacturing in Motel /Hotel I.d'dffice ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes no yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ■ no Existing fire protection features: a sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: Co 2,e:. existing Area of Construction: (sq. (t.) 4 ,1 1 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety no Data Sheets APPLICANT.REQUEST:FOR PUBLIC WORKS'SITE/CIVIL PLAN REVIEW OFTHE FOLLOWING: • (Additional reviews may be determined by the-Public .Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)#: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules, Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: P-16 Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM C:TPERMIT.DOC 1/29/97 ALL COMMERCIAL/MULTI-FA TENANT IMPROVEMENT /ALT - rION PERMIT APPLICATIONS MUST :E SUBMITTED WITH THE FOLLOWING: ALLAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, )T UCTURAL 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 drawing (five(5) s s 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 Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 1311.5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 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 Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) • Location and gross floor area of existing structure with dimensions and setback . Lowest finished floor elevation (if in flood control zone) • See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). v1),8 o)0 ❑ Floor plan: show location of tenant space with proposed use of each room labeled #'J Oyerall building floor plan with adjacent tenant use; identify tenant space use and location of storage of /ny hazardous materials; dimensions of proposed tenant space. 0 Vicinity Map showing location of site ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. tJ Indicate proposed construction of tenant space or addition and walls being demolished plz Construction details ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of ater 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) ❑ 11 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the app..cant 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 b: required as part of this submittal I HEREBY PENALTY• P !FY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER JUf4Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILD! Xi ' NER OR ,, ►THORIZED AGENT: Signalual� ��� Date: ��� / - Print name: :i r �.�. !if �W n Phone: o f R x II: y• L� �4 r_ Ab. • �•r Address offe ���j� i�i �'" City /S ate Zi. P, 91/14" - Ia °. CTPLRM!'I'.DOC 1/29/97 + * k• A••k•k * **•A *44:4 * *•h *:4A•k *k l r*; 4**: k• kkk- k• k4' *s4,S** * *:l•k* ** *a,** **kt* TRANSMIT CITY 0 TUKWILA, W k ** * *A *A *kE *•4•Ak *4 k* *+4 *A *:l• ** k/i** *A *5 :1�.tk fir• * *A+:•t +* * **th —1$ 1RANf3MIT Number: R9800081. Amount:- '1.,513.45 06/09/99 1.4:31. Payment Method: :CHI= C,1i.,.�,Notat,it: i lPtfS NW LLC Ini t;: Permit No: No: D99 -6171 type: DCVPERM DEVI 1. OPMENT PFItMX r Parcel No: 7888190 -0010 -Site Address: 18404 CASCADE AV $ 5t- Fl: Um: 100 Total Fees: 21494.27. This Payment 1,513.45 Total ALL Pmts: 21494.27 Balance: .00 ** 0* s1* A** AA•A*** A* A► FA• ita1S *4*A0.k4*4•hA *A * *Ak **,tA14*AAA* **4AA *0.* ** *S,t ** Account Code. 000/322.100. 000/386.904. Description Amount, BUILDING - NCINRES 1,508.95 STATE BUILt)ING S(JIICHARGE .50' 4060 06/10. 1717 k *A r,A *1l * *A *'Arkh k�k4A'.:4k 44,* t*" *"s4:t4* * *A* *si.h.*t**•k.:4 *•kA*A* 4k:k*4**,.. C1TY tl.F Tl1ItWXL;A, WA r ' • r TRANSM]:T tiF,�kk *krt. *k�h4cf4...00 *4... * *.k•A4it•kir.FA *hA*A,, * *•k4* .TfI,001SSMIT Numtierro�',R9Et;0QG6 �imut:telt • 9E3() i2 05/18/9,x• 12;03 Pavirtent .,Me hod CHECK Notat; ion : OPUS :NOR IHWEST ". In i t; c 131_,13 .'Permit Na 13.99-0171 (.yp� w; I)CUPCRM 'DEVELOPMENT._ PERMIT • ,Pa.r�ce:l • No:- 7EIHE3a0- :0010',: Site: :Adelr.ess :, 1f3404' CASCAf>C AV S St; 4"l: Uri: 100 Total Fees. 2M49.4.27 980.82 Total. ALL Forts: 980..82 • I3 a 1`ance : 1.513.45 '.** A****.**.******"*****• A• A******A* 4*,** 4Ak*** a*'•A.*AA'k. * *k* * *k * *a *.A ** *** Account Code I}eicr i pt i on Amount. 00.0/345.E30 PLAN CHECK -- .NQNRCS 980.82 $4Q 05/24 'MO TOTAL 980.92 INSPECTION NO: CITY -OF TUKWILA BUILDING DIVISION , ;;'6300 Southcenter B vd, #100, Tukwila; WA 98188 INSPECTION RECORD Retain a copy with permit :' -of7 :PERMIT NO. (206)431 -3670 Prtv: Lutc.,) 474 ta. ,f Inrii l`1 Address: Date cd• 674, Special instructions: Date wan Q % � "1 p.m. Requester: —00 067 5. Phone: proved per applicable codes. El Corrections required prior to approval. COMMENTS: (77_ / tJ In r •f % Dat $ 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee /must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: F Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OFTUKWILA BUILDING DIVISION 6300 Sodfhcenter Blvd, #100, Tukwila, WA 981188 PERMIT NO. (206)431 -3670 Project: ' :,li l li9at� l> -t .0 ►. Type of Inspection: 1- l r-■c. �� A aw� (. Date called: c3_ �GtG,f . Special instructions t�� ! DO Date wanted: ,,,,, - C q p.m Requester: P oe• (�� (ni) jct - ,- -y nApproved per applicable codes. orrections required prior to approval. CO1 ENTS: 0 & iiiiieS riD A/ rCB�9sek AjrQ. n..e ('L :2- C s t /1- b) C it, poi Yf Q .i.1 ' ;;5 $4 '10 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. 1 (206)431 -3670 P 6jec // f 00_,, irtspection:Cm A s •... -c, (7 ?.1 4 ' ii4 i e5 Date called rO Special instr ction /00 42.6-766' off / ' e/1/475`al5>- Date wanted: pi/ 5a,r< / O�/ p.m. I/�9 Requester: eru 63 pproved per applicable codes. Corrections required prior to approval. COMMENTS: / 65 S Azo 7 i (6110,w, Po vvi.e7.Lia. •... -c, (7 ?.1 4 ' ii4 i e5 -7 Ge.,..ee "6,-.,-.e7,e r,./i2.S //4171) c/ g- - 0c ,c erct ` .f (9 'tom -r-1 (..E,. / e ss , -, s - 1 J 17 ~ Ve_46- eLZ-6.72/e $47.00 REINSPECTION FEE REQUIRED. Prior, to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: INSPECTION NO. OF TUKWILA BUILDING DIVISION 6300 Southcenter ,Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit (206)431 -3670 Project:n'��ff ,N ii lMUca n tl elj' Tvpe of Inspection: a \\e3Cx k I Address: e G \o� CCLL Date ca h _ ci d. Ut Special instructions: Date wanted: � 1- 43-('"F ` CO p.m. Requester: t,V)`e. Phone: 461 1.411 roved per applicable codes.. COMMENTS: Corrections required prior to approval. ` ,14Ar Sim Pat", $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :INSPECTION NO. ITY OF.TUKWILA BUILDING DIVISION •; 6300 Southcenter BIvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project:' ( ��_l�i CG�n �C Typ�gf Inspection: t1J� l�, (�Cl Address. 1�1 Qcce SUS Date call • :?an-teidc? • 99 Special instructions: :... Sltl1 -Q �� Date (;(� "�- `J -1 a. p.m. Requester: Phone: 4%S 41 i 1,11 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: • //Amir//J/// i l Insp. �� / ` ?,�, lip; Dat7 / 3 9 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspec ion, fee must be paid at 6300 Southcenter BIvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431-367 Proje : y c. \ i.: t Type of Inspectitp i f viSo Th Addres tt 0 C4 C (de i ct5( hot Date called: Special instr ctions: 4100 A, Date wanted: a.m. 9 Frli Requester: Phoneos___ ?s../.../.7.1 i ved per applicable codes. Corrections required prior to approval. COMMENTS: ,,e017717 Z&IgikgE //US e,c--4/70-Al lnspec Date: 7, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO.. (206)431 -3670 ct: r woctm Type o nspec �'�� A d s: r G ,(% Date called: (0076)//qq :Special instructions: Date wanted: Gy / p.m. Requester: Phone 5/, /✓ // Approved per applicable codes. COMMENTS: f►�1 ` rrections required prior to approval. ® ;te- "S/7° e- /4-itlii)444.P2e97;( .(� Grita�fr /�/F�uS 65/Oft,,/.5 /rc /(y" — rig,�'�xdc s(SY.c r,clsuL-A7e- $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: City of Tukwila Fire Department John W. Rants, Mayor Thomas P. Keefe, Fire Chief U,` � .�., -, \ 3 c". Project Name .� e i • r Address (Y # (A S Cc-+ aU g 'S 'r t" r' Suite # I oa • ,1.1 o '•■...( ta.:.F) Retain current inspection schedule Needs shift inspection 5e Approved without correction notice. Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: 5 /U Authorized Signature Date ( INALAPP.FRM 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) 575.4439 FIELD / MATERIAL TEST FrPORT ASTM: C172, C1019, C780 A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073. FAX: (425) 881- 5441 CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue, WA 98005 R/1,. aterial Report Number: 11804 Job No. 98 -292 '44 -- Project Glacier / Cascade Address 6540 S. Glacier City Tuila_ Permit Number: Engineer T1. Exfi -0j71 ire./ AHBL Report Data Report Date: 6/10/99 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Footings & S.O.G. Grids Building 'A' tenant improvement for Culigan thickened pier footing for steel column & "pour back" for plumbing at North end of building. Remarks Resteel & drilled and epoxied rebar installed per plans & specs. Concrete placed by chute and vibrated. Test Strength Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C39 & C1231 Cast Date: 6/10/99 Fracture Type: (11 Other', than Cone.) Tested By: J.HOUSER Reviewed By: A.HALE Test Results ID # I Test Date I Field Cure I Age Days 'Size InchlArea Sq In Weight Lbs'Max Load LbsIStrength PSI I Set # 4895. 6/17/99 7 4X81 12.56 516501 4100 1' 48961 7/8/99 28' 4X81 1 4897! 7/8/99 281 4X81 1' Copies To I Date Mailed: 6/25/99 U Building Department 1YJ Engineer ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. fib Material Data Type of Material: Concrete Supplier: Miles S & G Plant #: 1 Job Time: 12:45:00 PM Yards placed: 7 Coarse Aggregate: 1860 Air Temperature: 65 Design (F'C) @ 28: 3000 Coarse Aggregate: Material Temperature 69 Truck Number: 22 Sand: 1390 Yield Unit Weight: Ticket Number: 460970 Fly Ash: 80 Slump Inches: 4 Job Mix? No Water: 31 lbs. Slump Specification: 4 Mix Number: 76400F Water Added: Air Percentage: Cement Type: 1 Air Entrain: Air Specification: Cement: 460 Admixture: 4 OZ. Polyheed Conformance Conforming to Plan? yes Inspector: A.Wycoff Reviewer: r. Fi.A.vP0 - - Explain if "No ": Test Strength Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C39 & C1231 Cast Date: 6/10/99 Fracture Type: (11 Other', than Cone.) Tested By: J.HOUSER Reviewed By: A.HALE Test Results ID # I Test Date I Field Cure I Age Days 'Size InchlArea Sq In Weight Lbs'Max Load LbsIStrength PSI I Set # 4895. 6/17/99 7 4X81 12.56 516501 4100 1' 48961 7/8/99 28' 4X81 1 4897! 7/8/99 281 4X81 1' Copies To I Date Mailed: 6/25/99 U Building Department 1YJ Engineer ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. fib By: SHUTLER CONSULTING ENGINEERS; WM III SHUTLER N CONSULTING NIP MEI ENGINEERS Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: 425)450 -4078 425 450 4076; J un i.l.,7 .99 16:42; joe CULLIa4 WATER Page .3:4 Tukwila, Washington SHEET NO SKS -2 CALCUTAT[D EN CH sCALE NOTED OF DATE 6 -17 -99 Joe No 99 -36 4'e "0 EXP. BOLT (EMBED 5" MIN.) ( 1/2 "m EXP. BOLT WITH 4" EMBED AT ��- 51/2 " WALLS) (E) P.C. PANEL 2 ROWS 10d 0 6 SIMPSON ST2215 STRAP 0 48 "o.c. UNDER PLYWOOD, OVER TRUSSES WITHIN 7-0" OF WALL WITH 10- 10d COMMON NAILS MINIMUM EACH END. (ALIGN WITH WALL TIE.) 3" T &G PLYWOOD LTT2OB WALL TIE 0 48 "o.c. WITH 10 -10d COMMON NAILS OR LTTI31 WALL TIE 0 48 "o.c. WITH 18- 10d NAILS 3x4 FLAT BLKG AT STRAPS TJI PER PLAN (TYP. ) 4x6 LEDGER w/ 3/4 "0 EXP. BOLT 0 48 "o.c.(EMBED 4" MINIMUM) NOTE: 3x4 BLOCKING TO BE AT PLYWOOD PANEL JOINTS EVISED SECTION C -3.0 SCALE: 3/4 11 -0" 930 9140 2S)IS \SNS \9M00 \9E \66\ >1 000 9 '005' OI PE :L6 :Sl 66//;/90 Srrn't By: SHUTLER CONSULTING ENGI I"ERS; SHUTLER VII IN CONSULTING NNW MIN ENGINEERS Inc. 12509 Bel -Red Road, Suite 100 Bellevue, Waehl ton 99005 (425)450 -4075 FAX�425)450 -4076 425 450 4076; Jun-)-7-99 16:43; .we CULLIGCtill WATER Tukwila, Washington SMEET No SKS -3 or CALCULATED er CH MATE 6 -17 -99 Wage 4),4 SCALE NOTED .b,e N,, 99 -36 % "0 EXP. BOLT (EMBED 5" MIN.) (E) P.C. PANEL • 2 ROWS 10d ® 6"o.c. LTT2OB STRAP AT EVERY OTHER JOIST WITH 10 -10d NAILS (ALIGN STRAPS WITH JOISTS) 74 " T&G PLYWOOD WEB STIFFENER & HANGER BY TRUSS MANUFACTURER 4x14 LEDGER w /1 "0 EXP. BOLTS 0 24 "o.c. (EMBED 4 1/2 " MIN.) REVISED SECTION D -3.0 SCALE: 3/4" =1' -0" EGO 9M0'ESMS \SNS \9M00 \9£ \66\ .N 000 8'005'06 LS :6S :St 66 /Li /90 Sent 13y: SHUILER CONSULTING ENGINEERS; 425 450 4076; Jun•1 /•99 111:41; AIM SHUTLER JOB CULLIG ..-'`WATER gift IN CONSULTING O MEI ENGINEERS Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX�425)450 -4078 r aye G14 TukwIlo, Washington SHEET NO SKS- 1 CALCULATED Br CH scaLE NOTED of DATE 5 -18 -99 Job No. 99 -36 L- E):PIR[.5 CC' / 1$ / Q7 (E) CONC. SLAB (REPAIR AS REQUIRED) 0. -0" 0 w 0 10d ® 4 "o.c. TO POST 2x6 STUD POST PER PLAN 1 " CDX PLYWOOD (PLYWOOD ON FAR SIDE OF STUDS AT SIM. SECTION) HD2A w /2- % "m M.6. STUD WALL PER PLAN 8 -1.0 #4x1'-6" ® 18 "o,c. w/EPDXY TO SLAB (EMB D Efi I) TING SEE FOOTING SCHEDULE FOR SIZE & REINFORCING cr-t3 -via I l�� l l l�i ! 1I- % "m THREADED ROD w /EPDXY (EMBED 5" MIN.) REVISED SECTION A -1.0 SCALE: *'4 " =1' -0" 930 IMO 1 SiIS \S)IS \9MO0 \9E \66\ :N 000'8 '00S' 01 8E ;62 :E i 661 H1 /SO SHUTLER( CONSULTING ENGINEERS, Inc. 12503 Dd-Red Road, Sake 100 Bellevue, W khgto.99005 (425) 450 -4075 FAX (425) 450 -4076 JOB Culligan Water SHEET NO. COVER CALCULATED BY CAH CHECKED BY SCALE JOB NUMBER 99-36 OF DATE 06/11/99 DATE STRUCTURAL CALCULATIONS FOR: CULLIGAN WATER CASCADE BUILDING "A" GLACIER CASCADE BUSINESS CENTER TUKWILA, WASHINGTON PROPOSED BY: Opus Northwest L.L.C. 915 - 118th Avenue SE Bellevue, Washington98005 (425) 453 -4100 * Fax (425) 453 -1712 ARCHITECT: Synthesis L.L.C. Architects 2353 - 130th Avenue NE, Suite 202 Bellevue, Washington (425) 869 -1946 * Fax (425) 885 -6208 DESIGN CRITERIA: RECEIVED CITY OF TUKWILA MAY 1 8 1999 PERMIT CENTER r� 1 ►�% t Lt1 pl 1� S�ION CODE UNIFORM BUILDING CODE, 1997 EDITION ROOF LIVE LOAD 25 PSF UNIFORM SNOW WIND LOAD 50 PSF PLUS 20 PSF PARTITION LOAD, OFFICE SEISMIC ZONE 3 FOUNDATION DESIGN BASED ON 2500 PSF ALLOWABLE SOIL BEARING PER THE ORIGINAL CONSTRUCTION DOCUMENTS. I EXPIRES 09 / 1 2 / 1000 1 iiimmimiamissimilimict--0I1 1 /1111111/11111111111, "HUTLER Mikill11.111...:ONSULTING 1111/1111111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB 6Ze) SHEET NO. CALCULATED BY CHECKED BY DATE SCALE OF DATE / • .__I___ 1 , . j •. ; ! . ; t ! i I • ! ' ; 1 ' !io leL ! 1.1 vcr "Lolit 0: -zr •I co )961° - p ffrrice • - ! rd rl 7/..t2.0i■/ .. LOI4O. i g: Po: par'1, • I I ■ ' ' ■ ■ I „P44 *A/A p , _ .0 ; ! SIde tisl 42. 4._ me-a.N___ '• . , . I I . . ...._....—....,— i •__•,•.._ _. — .-, i ! ! i , T w?a Ahavv4i, . TJ-Beern", v5.42 Serial Number: 709049900 BEAMUSA 1001 517/99 1:39:49 PM Pape 1 or 2 Build Cade: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension - 39' 6" 11c_.`5" TJI ® /ProTM -350 JOIST @ 24?' o/c n 6 1b' 9" n 10 + 13' 9" Product Diagram Is ConceptuaL LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition SUPPORTS: 1 Microllam® LVL 2 2x4 Plate 3 2x4 Plate 4 2x4 Plate INPUT BEARING WIDTH LENGTH 3.50" Hanger 3.50" 3.5" 3.50" 3.5" 3.50" 2.25" JUSTIFICATION Left Face Centered Centered Right Face REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 697 /470/1167 1647 / 1025 / 2672 1480 / 855 / 2335 626/415/1041 DETAIL OTHER Detail H1 Detail 83 Detail 83 Detail A3 1.25" LSL Rim - Web stiffeners are required at support(s): 1, 2, 3. Attach with 3- 8d(2.5 ") box nails, clinched. - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, B3, A3. HANGERS: Simpson Strong -Tie Connectors® MODEL SLOPE Left Face U3510/14 ' IIGN CONTROLS: MAXIMUM 1554 2672 3714 Shear(lb) Reaction(lb) Moment(ft -lb) Live Defl.(in) Total Defl.(in) REVERSE SKEW FLANGES No No T.F. OFFSET N/A DESIGN CONTROL CONTROL 1347 1420 Passed(95 %) 2672 2680 Passed(100 %) 3714 5200 Passed(71 %) 0.195 0.386 Passed(U950) 0.356 0.773 Passed(U521) T.F. NAILING SLOPE FACE TOP MEMBER N/A 14-N10 N/A 6-N10 LOCATION Rt. end Span 1 under Floor ADJACENT span loading Bearing 2 under Floor ADJACENT span loading Rt. end Span 1 under Floor ADJACENT span loading MID Span 1 under Alternate Load criteria MID Span 1 under Floor ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U360, TL:U240, ALT:U480 @50.0 psf). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood decking. - Bracing(Lu): AN compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - The Toad conditions considered in this design include alternate and adjacent member skip loading. - Concentrated Toad requirements for standard non - residential floors have been considered. PROJECT INFORMATION Culligan Water Tenant Improvements at Cascade Building A OPERATOR INFORMATION: Shutter Consulting Chris 12503 Bel -Red Rd #100 Bellevue, WA 98005 (425) 450 -4075 450 -4076 Copyright O 1990 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI® and Miaoliarnm are registamd trademarks or Trus Joist MacMillan. Simpeon Strong -Tie ConnectoraS is a registered trademark or Simpson Strong.De Company, Inc. Pro"', TJ•Pro^' and TJ•Beamn' are trademarks cr Tun Joist MacMillan. C.01/00/4041ii TJI ®!Pro " -350 JOIST ( 24 t o TJ.ae.m' v5.42 SerW Nunbsr: 709049900 BEAMUSA 1001 517199 1:39:49 PM Page 2 of 2 Build Cale: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS LISTED ADDITIONAL NOTES: - IMPORTANT! The anaysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software wiN be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION Culligan Water Tenant Improvements at Cascade Building A OPERATOR INFORMATION: Shutter Consulting Chris 12503 Bel-Red Rd #100 Bellevue, WA 98005 (425) 450 -4075 450 -4076 Copyright 0 1900 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI0 and Mbrollamer are registered trademarks of Trus Joist MacMillan. Simpson Strong•Tle Connectors* is a registered tradems* d Simpson Strong -Tie Company, Inc. Pro"', TJ -Pro"' and TJ -Beamn, are trademarks or This Joist MacMillan. 1 /400/4441** 11... 5" TJI ® /ProTM -350 JOIST @ 12L ' o/c TJ- Beam^, v5.42 Serial Number: 708049900 BEAMUSA 1001 511199 1:40:48 PM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED n 20' 6" n 6 Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition SUPPORTS: INPUT BEARING WIDTH LENGTH 1 Glulam, HT 5.25" Hanger 2 2x4 Plate 3.50" 2.25" JUSTIFICATION Left Face Right Face REACTIONS(Ibs.) LIVE/ DEAD/ TOTAL 518/363/881 507/355/862 - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, A3. HANGERS: Simpson Strong -Tie Connectors® DETAIL OTHER Detail H1 Detail A3 1.25" LSL Rim REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE No No N/A N/A 10-100 Left Face IUT3512 DESIGN CONTROLS: MAXIMUM Shear(lb) 1000 3eaction(Ib) 995 .Aoment(ft-lb) 4188 Live Defl.(in) Total Defl.(in) DESIGN 1000 995 4188 0.433 0.735 CONTROL 1420 1160 5200 0.496 0.993 CONTROL Passed(70 %) Passed(86 %) Passed(81 %) Passed(U551) Passed(U324) NAILING TOP MEMBER N/A 2 -N10 LOCATION Lt. end Span 1 under Safe loading Bearing 1 under Safe loading MID Span 1 under Floor loading MID Span 1 under Altemate Load criteria MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U360, TL:U240, ALT:U480 @50.0 psf). - Deflection analysis is based on composite action with single layer of the appropriate span - rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated Toad requirements for standard non - residential floors have been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION Culligan Water Tenant Improvements at Cascade Building A OPERATOR INFORMATION: Shutter Consulting Chris 12503 Bel-Red Rd #100 Bellevue, WA 98005 (425) 450 -4075 450 -4076 Copyright O 1990 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pro"', TJ•Pro"' and TJ•Beam^' are trademarks of Tars Joist MacMillan. Simpson Strong -Tie Connecton* is a registered trademark of Simpson Strong.Tie Company, Inc. TJim is a registered trademark d This Joist MacMillan. Co.soavivagAlow. TJ•Beem^' v5.42 Serial Number: 709049960 BEAMUSA 1001 5/7/99 11 :39:17 AM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED TJI ®/Prop" -350 JOIST © 16.0'c /c nl a 20' 6" n b Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition SUPPORTS: INPUT WIDTH 1 2x4 Plate x.60", 2 Glulam, HT BEARING LENGTH 2.25" Hanger JUSTIFICATION Left Face Right Face REACTIONS(lbs.) LIVE/ DEAD/ TOTAL 676/473/1149 691 / 484 / 1175 - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, H1. HANGERS: Simpson Strong -Tie Connectors® MODEL SLOPE Right Face IUT3514 REVERSE SKEW FLANGES No No DESIGN CONTROLS: MAXIMUM DESIGN Shear(lb) 1125 1125 Reaction(lb) 1125 1125 Moment(ft-Ib) 5584 ' 5584 Live Defl.(in) 0.397 Total Defl.(in) 0.675 CONTROL 1710 1160 6380 0.496 0.993 T.F. OFFSET N/A CONTROL Passed(66 %) Passed(97 %) Passed(88 %) Passed(U600) Passed(U353) T.F. SLOPE N/A DETAIL OTHER Detail A3 1.25" LSL Rim Detail H1 NAILING FACE TOP MEMBER 14 -10D N/A 2 -N10 LOCATION Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Alternate Load criteria MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U360, TL:U240, ALT:U480 @50.0 psf). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated load requirements for standard non - residential floors have been considered. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design Toads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION Culligan Water Tenant Improvements at Cascade Building A OPERATOR INFORMATION: Shutter Consulting Chris 12503 Bel -Red Rd #100 Bellevue, WA 98005 (425) 450 -4075 450 -4076 Copynght 0 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pro^', TJ•Pron' and TJ•Beam^' are trademarks of True Joist MacMillan. Simpson Strong-71e Connectors") is a registered trademark or Simpson Strong•TIe Company, Inc. TJI® is a registered trademark of Two Joist MacMillan. CfisoiatAtfilirA• . TJ.Beamn' v5.42 Serial Number. 709049960 BEAMUSA 1001 5/12/99 3:20:59 PM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS LISTED FLOOR JOIST 11.875" TJI®/ProTm -350 JOIST @ 24.0" o/c n 1 b 12' n b Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition SUPPORTS: 1 Parallam® PSL, PPCB 2 2x4 Plate INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 3.50" Hanger Left Face 604/423 / 1027 3.50" 2.25" Right Face 596/417/1013 - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, A3. HANGERS: Simpson Strong-lie Connectors® REVERSE T.F. T.F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE No No N/A N/A Left Face IUT3512 - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. DESIGN CONTROLS: MAXIMUM 1000 995 2810 3hear(Ib) Reaction(lb) Moment(ft-Ib) Live Defl.(in) Total Defl.(in) DESIGN 1000 995 2810 0.111 0.188 CONTROL 1420 1160 5200 0.287 0.575 CONTROL Passed(70 %) Passed(86 %) Passed(54 %) Passed(U999 +) Passed(LJ732) DETAIL OTHER Detail H1 Detail A3 1.25" LSL Rim NAILING FACE TOP MEMBER 10-10D N/A 2 -N10 See Hanger Manufacturer's literature for limitations. LOCATION Lt end Span 1 under Safe loading Bearing 1 under Safe loading MID Span 1 under Floor loading MID Span 1 under Attemate Load criteria MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U360, TL:U240, ALT:U480@50.0 psf). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood decking. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. - Concentrated Toad requirements for standard non - residential floors have been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not ail products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the TJM Residential product listed above. PROJECT INFORMATION CULUGAN WATER TENANT IMPROVEMENTS TUKWILA, WA OPERATOR INFORMATION: Shutier Consutting Chris 12503 Bel -Red Rd #100 Bellevue, WA 98005 (425) 450 -4075 450 -4076 Copyright 0 1900 by Tn» Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI0 and Patellar* are registered trademarks of Trus Joist MacMillan. Simpson Strong -Tie Connectors, is a registered trademark of Simpson Strong -Tle Company, Inc. Pro"', TJ -Prong and TJ- Beam"' are trademarks of Trus Joist MacMillan. .SHOTLER tVKSU 7yN6 ENGINEERS . � �b�ul\l g o ' .J{ er T.I. ml Engineers • �- Skmet'no. 1300-114th Ave S.E., Suite 250 Calculated ' Bellevue, Washington 9000 Checked by (206) 450-4075 0u __ Dimensions: Beam span = 13.50 feet (Simple span) Uniform loads: w(DL) = 0.155 NB w(LL) = 0.200 KLF Reactions: Left support 1.05 Kips (D.L.) Right support 1.05 Kips (D.L.) ' . 1.35 Kips (L.L.) 1.35 Kips (L.L.) 2.40 Kips (T.L.) 2.40 Kips (T1.) Moment: Maximum / idvo moment = 8.09 ft-k at x = 6.75 ft ************************************mm******* * 3.125 « 10.50 GLB Camber = 0.32 in. * sw***#***,*$*********#**#^******^*****s*:**** (Fb adjusted for D.O.L. and volumn factor or unbraced oomu owuion length.) Max, stress Allowable stress Stress % fv = 98.3 Psi Fv = 165.0 x 1.00 = 165.0 psi 57.8 %' +fb = 1690.1 psi Fb = 2400,0 x LOO x (1.000 < LU3\ = 2400.0 psi 70.4 % Deflections, m ', Total Load = 0.49 in. => L/331 Live = 0.28 in. => L/508 Unbraced Compression face length = 0.00 feet Total board ft. = 63 #**#**#**#**w **#** * 6.125 x 9.00 80 Camber = 0.31 in. * p******^***************#*********^m******#**** (Fb adjusted for O.O.i. and volumn factor or unbraced compression length.) Max. stress Allowable stress Stress % fv = 69.3 psi Fv = 165.0 x 1.00 = 165.0 psi 42.0 % ffb = 1402.7 psi Fb = 2400.0 x 1.00 x (1.000 ( 1.076) = 2400.0 psi 58.4 % Deflections. Total Load ` 0.47 in. =) L/342 Live Load = 0.27 in. `> L/607 Unbraced Compression face length = 0.00 feet Total board ft. = 81 +` 11,• , • , , • SHUTLER CONSULTING ENGINEERS Structural Engineers 1300-114th Ave S.E., Suite 250 Bellevue, Washington 98004 (206) 450-4075 Job Culligan Water 1.1. Sheet Calculated by Checked by Date 05/07/99 **** BEAM I.D. ====) 8-2 *** Western Wood Lumber Used ttt Dimensions: • Beam span = 10.50 feet (Simple span) Uniform loads: w(DL) = 0.505 KLF Reactions: Left support 2.65 Kips (D.L.) Right support 2.65 Kips (D.L.) 3.68 Kips (L.L.) 3.68 Kips (L.L.) 6.33 Kips (T.L.) 6.33 Kips (T.L.) Moment: Maximum positive moment = 16.61 ft-k at x = 5.25 ft w(LL) = 0.70D KLF ************************************************* * 3.125 x 15.00 GLB Camber = 0.13 in. * **********************************************m (Fb adiusted for D.O.L. and volumn factor or unbraced compression length.) Max. stress Allowable stress Stress % fv = 154.2 psi Fv = 165.0 x 1.00 = 165.0 osi 93.5 t +fb = 1700.5 psi Fb = 2400.0 x 1.00 x (1.000 ( 1.101) = 2400.0 psi 70.9 t Deflections, Total Load = 0.21 in. =) L/605 Live Load = 0.12 in. =) L/1041 • .-aced Compression face length = 0.00 feet Total board ft. = 70 ************************************************* * 5.125 x 10.50 GLB Camber = 0.23 in. t (Fb adjusted for D.O.L. and volumn factor or unbraced compression length.) Max. stress . Allowable stress Stress % fv = 147.0 psi Fv = 165.0 x 1.00 = 165.0 psi 89.1 t tfb = 2116.1 psi Fb = 2400.0 x 1.00 x (1.000 ( 1.086) = 2400.0 psi 88.2 % Deflections, Total Load : 0.37 in. 0 L/340 Live Load = 0.22 in. 0 L/586 Unbraced Compression face length : 0.00 feet Total board ft. : 74 41111111111/1111 M111■1111 IIIIIIPIIN UTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB SHEET NO OF CALCULATED BY C M 1-1 DATE SCALE : trYii'I l6t1 it, tact)R 1 /-TA)/Jift - '. i c i 10AM!-L3,A. • e C/Ia' P 1'1 7'/ 7q0 P`f L ; •••••: . • • , g ; • • I , . AAA' A -1;62 4.! , ;- ')( 6 . -- .)._ : e 04.ratht4 ...sapphi7- = Y5( ffet Its) (ts cs,s9 --- V. c < cts ()Ec ■■ 4- - . . . MUM UTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB SHEET NO. OF CALCULATED BY i A- g DATE S 7- 11 SCALE i ! _• _ __ , A kt f Lt_Aleiff! ki(4 WA a i: p .. , !...,-- ', 41( c_o_m_PiliEL PC k Qi)(C ]-11, c. • • I SHUTLER CONSULTINv ENGINEERS, INC. 1300 - 114th Aw SE, Stile 250 Bs4ewe, WA 90004 (206) 450.4075 - FAX 4504076 JOB SHEET No. / I i7 OF CALCULATED BY DATE CHECKED BY DATE SCALE WOOD MEMBER WITH BIAXIAL BENDING & AXIAL LOAD Description: l < < w«nNuiQ Au ...k , .uds«aa., , a< <oca <: <a<i; < :u. •., : «w:s <:; <aa, wka w�: fff fff�t .J. <�<�b':�.♦�E2�Ffff < #ff�:�$ Axial Toads: Bending Moments: X -X DL ''<f ; LBS DL ' LL ;<,': 3 LBS LL SL ji. >:f LBS SL WL �� LBS WL E • ; :° lisee 4. 1,/ <> LBS ;' .'�' �< >� >.h w�'WYQ1tWiviw.V:[ VA).�•i>,Yi:�n % Snow Toad to combine with seismic: k # "�� #' '�< '�" �'° Wood properties: Grade: �<S:DF <: K«««,.<...... ttfta� Exx _ Eyy Fc parall Fbx Fby Ft y. 2l ri �v \>Y> }+ \ \ ? R N• { ya 1 vv v. N , rg tSl t:0:0100:. i ? wATdi.►'.„,4ex. „„:.•.„„....;' iri. y: ft 'Ow ...... ,„„mal !.. t<.< u<a t& tatuw. ��< tt! tuv.,.. �.., tYUUUf. 22t« auu<,. ttuutt, u�uku<. �k! tuuu,,< to:.w<ata <uo:<av«!!,f#f�f�fk &f% <�k >� #2 Y-Y >>i; {1:liFztt LB *FT L*FT �4'S3 r.; ? LB *FT le LB *FT Sty:# • 3;mµ :� LB FT Effective unbraced len X-X Y -Y TORSIONAL hs (Le =K *L): :xl FT 46 FT ajFT Member size & section properties: Width Depth =__ Column design variables: Slendemess design variable: Stress Adjustment Factors COMBINATIONS WITH COMP. DL +LL DL +LL +SL DL +LL +WL DL +LL +E DL +LL +.5 *SL +WL DL +LL +SL +.5*WL DL +LL + %SL +E WITH TENSION (1) DL +LL +WL(T) DL +LL +E(T) DL +LL +.5 *SL +WL(T) DL +LL +SL +.5*WL(T) DL +LL + %SL +E(T) Cd (D.O.L) 1 1 1.6 1 1.6 1.6 1 Cd 1.6 1 1.6 1.6 1 Area Sx 8.25 7.56 c' = KcE = KbE = Cr = f'].:arf > #> CFc= 1.1 CFb = 1.3 CFt = 1.3 fc (PSI) 326.30 326.30 326.30 326.30 326.30 326.30 326.30 ft 326.30 326.30 326.30 326.30 326.30 F'c (PSI) 699.42 699.42 758.18 699.42 758.18 758.18 699.42 Sy Ix ly 2.0625 20.80 1.546875 [sawn - 0.8, round - 0.85, glb - 0.9] [visually graded - 0.3, other - .418] [visually graded - 0.438, other - 0.609] F't 1196.00 747.50 1196.00 1196.00 747.50 Cm = Cfu = Cc = fbx (PSI) 0.00 0.00 240.00 0.00 240.00 120.00 0.00 fbx 240.00 0.00 240.00 120.00 0.00 F'bx (PSI) 1299.92 1299.92 2070.501 1299.92 2070.501 2070.501 1299.92 F'bx 2093 1308.125 2093 2093 1308.125 Ct = Cf = Cv = 1.00 fby (PSI) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 fby 0.00 0.00 0.00 0.00 0.00 F'by Unity (PSI) 1137.5 0.47 1137.5 0.47 1820 0.43 1137.5 0.47 1820 0.43 1820 0.43 1137.5 0.47 F'by 1820 1137.5 1820 1820 1137.5 Major axis deflections (in): DL Defl.= 0.00 LL Defl. = 0.00 SL Defl = 0.00 WL Defl = 0.10 E Defl = 0.00 Total Defl = 0.10 **(assumes simple span & uniform load for slendemess factor and deflection calculation)** **(shear stresses have not been evaluated)*` Unity 0.39 0.44 0.39 0.33 0.44 Ma SHUTLER CONSULTING ENGINEERS, INC. 1300 - 114th Ave SE, Sulk, 250 Bellevue, WA EE004 (205) 450-4075 - FAX 450407E JOB SHEET No. OF CALCULATED BY DATE CHECKED BY SCALE DATE WOOD MEMBER WITH BIAXIAL BENDING & AXIAL LOAD Descri lion:' : , a,:.,a:. ,� ,•�Y�,.,,::: „v.,,: , }..,, m;•. amxf i< a`•... wa..w 2. ro°Lk R.. ..,s x�c ,•..,,•:k•.,..a..,. •:E,:. <x .< . <.k;:kxL:2.:::: '. <� >„•.�waO.E.. £.. `w.e�f�%.�:�.��� \..0 `�S�:f.�..`S. Axial loads: DL LL of /T` .. LBS LL SL >`- } LBS SL WL .'; :< e' f LBS WL E • ', �..„ 'LBS E % Snow Toad to combine with seismic. :}'f ::x: :::: > :t � ff f''f: LBS Bending Moments: X -X Y -Y, DL .:'v`• {.,#i LB •f`fh FT 'k?I�fIE?''f LB•FT LB•FT >.�ft >.; LB*FT LB *FT Effective unbraced len X-X Y-Y TORSIONAL hs (Le =K•L): f0 FT i< FT i 5:ik%hf #f;�� ra k'3f FT Member size & section properties: Width Depth t zit Column design variables: Slendemess design variable: Stress Adjustment Factors COMBINATIONS WITH COMP. Wood properties: Grade: ENE Exx Eyy Fc parall Fbx Fby Ft �z . <`„s:.:.,: :,,,•:.,,:.,��•y.��}' „ Y,w,.:,�k;k•`Y¢` ,yy..>.,,y,..,,,..•. ,yr. w�a, , . r}T: AI\ �xi: CY. nvhti�n5{: isv�xt .K:.::�.):::�. <'+.vt:a:. *v.w.ti Kva•%•fi <a,�'<' <.m•»a..a\'vx�'a�n \: ••a.. n.F . Area Sx Sy Ix ly 19.25 17.65 11.22917 48.53 19.65104 c' = KcE = KbE = CFc = 1.1 CFb = 1.3 CFt = 1.3 Cd fc (D.O.L) (PSI) F'c (PSI) [sawn - 0.8, round - 0.85, gib - 0.9] [visually graded - 0.3, other - .418] [visually graded - 0.438, other - 0.609] Cm = Cfu = Cc = fbx (PSI) Ct = t y. Cf = : uckEi`< F Cv = 1.00 F'bx fby (PSI) (PSI) F'by Unity (PSI) DL +LL DL +LL +SL DL +LL +WL DL +LL +E DL +LL +.5•SL +WL DL+LL+SL+.5*WL DL +LL + %SL +E 1 1 1 1 1 1 1 328.83 328.83 328.83 328.83 328.83 328.83 328.83 609.63 609.63 609.63 609.63 609.63 609.63 609.63 WITH TENSION (T) Cd ft F't 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1136.984 1136.984 1136.984 1136.984 1136.984 1136.984 1136.984 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1137.5 1137.5 1137.5 1137.5 1137.5 1137.5 1137.5 0.54 0.54 0.54 0.54 0.54 0.54 0.54 fbx F'bx fby F'by Unity DL +LL +WL(T) DL +LL +E(T) DL +LL +.5 *SL +WL(T) DL+LL+SL+.5*WL(T) DL +LL +%SL +E(T) 1 1 1 1 1 328.83 328.83 328.83 328.83 328.83 747.50 747.50 747.50 747.50 747.50 0.00 0.00 0.00 0.00 0.00 1137.5 1137.5 1137.5 1137.5 1137.5 0.00 0.00 0.00 0.00 0.00 1137.5 1137.5 1137.5 1137.5 1137.5 Major axis deflections (in): DL Defl.= 0.00 LL Defl. = 0.00 SL Defl = 0.00 WL Defl = 0.00 E Defl = 0.00 Total Defl = 0.00 "(assumes simple span & uniform load for slenderness factor and deflection calculation)*" "(shear stresses have not been evaluated)** 0.44 0.44 0.44 0.44 0.44 Ilk • MP MI SHUTLER CONSULTING ENGINEERS, INC. 1300 - 1141h Ave SE, Solis 250 Bs$s u., WA 06004 (206) 4504075 - FAX 460076 JOB SHEET No. M l) OF CALCULATED BY DATE CHECKED BY DATE SCALE WOOD MEMBER WITH BIAXIAL BENDING & AXIAL LOAD Description: . «mxn<#< mkt« kox<,• 2�c�,,<,,,< .u.,«,. « ,.y�>•,<,.,< .c,a.. a m•,„:: xy < u „ rrR?itaYn»»� y� Axial Toads: DL LL SL WL E Bending Moments: LBS DL LBS LL LBS SL !p. LBS WL #1O) • LBS E % Snow Toad to combine with seismic: nimiliost % X -X Y -Y Effective unbraced lengths (Le =K *L): a� . <#. X -X FT Y -Y ;.f€ 'i { M.. FT •$s.§01 x # ## TORSIONAL M #M{; FT Member size & section properties: Width Depth =_= Area __= 25.375 Column design variables: Slendemess design variable: Stress Adjustment Factors COMBINATIONS WITH COMP. DL +LL DL +LL +SL DL +LL +WL . DL +LL +E DL +LL +.5 *SL +WL DL +LL +SL +.5'WL DL +LL + %SL +E WITH TENSION (T) DL +LL +WL(T) DL +LL +E(T) DL +LL +.5•SL +WL(T) DL +LL +SL +.5'WL(T) DL +LL +%SL +E(T) Cd (D.O.L) 1 1 1.6 1 1.6 1.6 1 c' = KcE = KbE = LB*FT LB•FT LB *FT ItY LB'FT LB'FT Wood properties: Grade: Exx Eyy Fc parall Fbx Fby Ft >rr,,,,+,• Zvi; •ii�(�,�r,.�,,.Q,y.,k>,.,,.,, „ k k8OE OiT: ;t1�iiV1IGT.i/.V: :S{ :'i. Ci•' Vim:? jB Vl�i ii2Y£t► ec 47' � F \i <: ku•: ti��«, Y< �.«;«« a. �a< a�x; e.«<;«,< axu«< a«< x<.«««« �.<ua<m<;R; : « «, «nxu, <mtiaaa«<u,� ee«d a <ox. • !<d< Sx Sy ix ly 30.66 14.80208 111.15 25.90365 Cr = 'vr�n:>,.3t;. #< CFc = 1.05 CFb = 1.3 CFt = 1.2 fc (PSI) 249.46 249.46 249.46 249.46 249.46 249.46 249.46 Cd ft 1.6 249.46 1 249.46 1.6 249.46 1.6 249.46 1 249.46 F'c (PSI) 305.07 305.07 312.22 305.07 312.22 312.22 305.07 [sawn - 0.8, round - 0.85, gib - 0.9] [visually graded - 0.3, other - .418] [visually graded - 0.438, other - 0.609] F't 1104.00 690.00 1104.00 1104.00 690.00 Cm = Cfu = Cc = fbx (PSI) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 fbx 0.00 0.00 0.00 0.00 0.00 F'bx (PSI) 1136.817 1136.817 1818.241 1136.817 1818.241 1818.241 1136.817 F'bx 1820 1137.5 1820 1820 1137.5 Ct = Cf = Cv = 1.00 wpm fby (PSI) 0.00 0.00 128.25 0.00 128.25 64.13 0.00 F'by Unity (PSI) fby 128.25 0.00 128.25 64.13 0.00 1137.5 0.82 1137.5 0.82 1820 0.95 1137.5 0.82 1820 0.95 1820 0.80 1137.5 0.82 F'by 1820 1137.5 1820 1820 1137.5 Major axis deflections (in): DL Defl.= 0.00 LL Defl. = 0.00 SL Defl = 0.00 WL Defl = 0.00 E Defl = 0.00 Total Defl = 0.00 '"(assumes simple span & uniform Toad for slendemess factor and deflection calculation)" "(shear stresses have not been evaluated)" Unity 0.30 0.36 0.30 0.26 0.36 ‘ , _601.ttiAN SHUTIER CONSULTING ENGINEERS _, Job beet+444141,-.Fili-; Structural Engineers Sheet no F044 14450 N.E. 29th Place, Suite 116 Calculated by ::1-S • --• Bellevue, Washington 98007 Checked by 1 (206) 885-4473: Date 10/17/96 SOUARE.1PREAD FOOTING DESIGN . : • . - 2500:.00 10g Yiid stress of reinforcing steel : 60.00, kti :tress. or .concrete : .2.50 , ComPzned, ultimate' + ,.L. 7 .to 7 0 n • .. • load is allowable applied load. 14$ AAllowACad :'Ftg'area bearing, ft'c • • • Fcc‘i-c Size F- 3.00 F- 3.50 4.00 4.50 5.00 F- 5.50 F- 6.00 F- 6.50 F- 7.00 • F- 7.50 F- 8.00 FOOTING SCHEDULE Thick- Required Bar size options ness Area of Steel No Size No. ; Size 10.00 0.65 in"2 3. 0 5 2 4 6 10.00 0.76 in"2 3 5 2 4 6 11.00 0.95 in"2 4 0 5 3 4 6 12.00. 1.17 in"2 4 4 5 3 A 6 13.00 1.40 in"2 5. 0 5 .4 4 6 14.00 1.66 in"2 6 1 5 '4 4 6 15.00 1.94 in"2 5 4 6 4 0 7 17.00 2.39 in"2 6 4 6 4 A 18.00 2.72 in"2 7 .6 5 7 19.00 3.08 in"2 7 A 6 6 0 7 20.00 3.46 'in2 8 4. 6 6 4 .7 , Allow. Lead :, .29.09 k 1 37.80 k 47.59 k : 58.44 k 70,33 k 83.25 k 96.65,k 111148 k 127.27k 144.00 k ; SHUTLER CONSULTING ENGINEERS . Structural Engineers 14450 N.E. 29th Place, Suite 116 Bellevue, Washington 98007 (206) 885-4473 Foc"no Thick- d : ness F.:. „MO 10.:00 .4.00 F- 4.50 5.00; F-. 5.50 F-.�.50 7.00' F.- F7 7.50 F- 8.00 10.00 11..00 12.00 13.00 14.00 15.00 17.00 18.00 . :9.00 20.00 FOOTING SHEAR Beam Shear Vu Phi Vc 5.0 2.25 5.5C 6.50 7.50 8,50 9,50 10.50 12.50 13.50 14.50 13.23 23.20 17,88 . 29.22 3592 .:43.31 49.16 57.75 67.03 15.50 77.00 16.83 19.64 26.52 34.43 43,35 53.30 64.26 82:88 96.39 110:93 126.48 Job 5 teekti.4 N Sheet no. pOI-i-Z Calculated by :rnb Checked by Date 10/17/98 Punching Shear Vu Phi Vc 31.10 44.51 59.12 75.73 94.35 114.98 137.61 181.04 187.62 216.21 ,s. 14, . 54.23 54.22. 68.51 84.15 101.15 119.51 139.23 182,75 206.55 231.71 258.23 Bo (4.) 59.00 52.00 62.0C 66.00 70.00 74.00 78.00 86.00 90.00 94.00 98.00 ooting Size F- 3.00 F- 3.50 F- 4.00 F- 4.50 F- 5.00 F- 5.50 6.00 F- 6.50 F- 7.00 - 7.50 F- 8.00 FOOTING STEEL. • Thick- ness, d (in.) Design Steel • Mu . As MilliMUM Steel (Temp steel) As Provided 10.00 10.00 11.00 12.00 13.00 14.00 15.00 17.00 15.00 19.00 20.00 5.50 5.50 6.50 7.50 8.50 9.50 10.50 12.50 13.50 14.50 15.5C 2.61 3.90 5.45 7.25 9.31 11.63 14.21 17.05 20.14 23.49 27.10 0.32 0.57 0.77 1.00 1.26 1.55 1.87 2.03 2.39 2.78 3.21 0.65 0.76 0.95 1.17 1.40 1.66 1.94 2.39 2.72 3.08 3.46 in."2 in."2 in,"2 in."2 in.2 in."2 in.^2 in."2 in."2 0.65 0.76 0.95 1.17 1.40 1.66 1.94 2.39 2.72 3.08 3.46 41111_ 'UTLER _N- JNSULTING -__ ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB FDA! SHEET NO FDA 3 CALCULATED BY LA* DATE 5- Z -77 OF SCALE CRiTL iL WJ f •(dAit nitre ; d� (toU a 6� 336 L040 ." (,a" (cl • 1•100/i.,- C(7. (1.8"( %‘1 . 20.0 _f.'s _ TLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB CitCriiPN SHEET NO 4-- I CALCULATED BY v Ai-1 OF DATE 5— 7-19 SCALE 1:011115i ' qts- -ro T/d rl AIR_Af IS dg Pr ).\ Ui� 5r • ithia — Isom (o I5 ri;3T (Amu, ti Z 41 L`_sj t 5 la (:03)/y 1.4 f4R 'fiTI ©NS -Q1~ L6 -4 150 It i tux .. FLDd R 1.500 N.R% ._. att. ...- -C(s).LN (20 = 35' 1. -...W(.1s))4 _(..R) .S° ii- Ott. -74s(15)H &s74 .. / / r`I . ..e/.4w IoNs .01(156 .0 = 15p . ! 30, i)(((i ) liaNfi Ce. C .. 474 r l = . . ... Ptk ,... _ !) _ .. 5 1. ccIV . �'� U R I � tO rti 61,07 sot!_�� �cU - ■- JTLER CONSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450.4076 JOB `J:1 If 4 I'l SHEET NO. CALCULATED BY 0 A+1 1� DATE OF SCALE ' r _P_WRIKAtuM 1 1 I ! L 12.U/) . 13 6a ti\ - -�ytta --V3-2.11149-- (SI PO ;c)---1,4- -CDrt c, d,.G, ._ j3tocW A FIX j. YALLot ' i?5 1 25) " 6,3 Pcr 'CUEelti' —_/ . f . CoRNijk dr (J(kPikpe�l :Sc� 0114. �� I c5 PARtr r(ell - 1 `1%7),do c .1- -- -_a.►. C. ?C (N=7.3. L q_ afrATIoN 7{ / 4xg-A O. IN ..1ZdfAT I6N ............... T %G .l K G/ (to-')�K t' 7 1,7 "13 x.31 r . . F- Rt:G Pei ti c) 4-2004)415)- '. .n vitV- /23/3z' fl7 (Srnuc.) W / !t/ (47160 ql))_ VAc�/�./ = 3?4' 6 : :, 2.1SAGF AMAIN MIN Nor_ ( 'TIER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450.4076 JOB SHEET NO CC ,GICh1V CALCULATED BY CAP r' DATE OF 0G -4( SCALE %'4 P�;R '� FDA 1 -= /I. — t_ R JI4N4L t & D AT A-GL Cf1N2IT10 {S /MA cH06 0 .31 to) C534 • t�= -ire -�-;s21 121 g, i 201 1�1 69 . _. .13014' gg Per._ 1)6116 __Pd_13_ _C__ _I G . 0_ `i 614 £3 E_ t3 W�Sr 6 1 Y _� a3? - g22/ I - 3 ©66 SI 5T tai R '5.._4R l.1)41 1 56.. sct l CAN ks AnI -r- - 6-3; -tgg) a? = 556- —74 i i _- - ion 64- >✓Na rThsT. P At' • fi =c - 306 & rq 7950 SrR4 (Ai / '` SPEGIQL Siirtl( L043 Gd)I! 114µi i XI' .. a.�� .( r.S) 1• GS. i 8' C °5y1)e 18'315 D1* sr._N sr�A� �R- s. ` Ig -31'5 c.'7 cA4 )( id( 51-1014 1610 v- 4111111114111111 JTLER CONSULTING =F__ ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 roe ' G 1 1 N tc SHEET NO h - 1 OF } CALCULATED BY C A i4 DATE SCALE T. (A/6(0z5'= Kcf •„1 t/4 5 l'2) 5581‘ _(1.0.4' (0 0.2.)) (5 r as L.G�y' (4/f a -%'¢ wTf 5 -74 F fit WIT - 55 7- __.85 (:7: . 7k )) /? - z s F t'i xq x 11-Q'I . DD..cU ft40 10 S /-4 1)-177_d -L oc) (9.11 ;7_coq. I'd 6.3'' AAAA1 r3letckg -rd Fr_ NoZ�k`e- CIY.3) ®■ .JTLER _. . )NSULTING 1111P__ ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 JOB C14 VGAN SHEET NO, L 1 J OF CALCULATED BY 01-1/ DATE 5` Id - '441 SCALE /463 q2QQ %Q = (s/,j# c -.. (2�X X ` 7.2' ge r_ =01Z f ye s L g' _ V/7v 27/1 ,E._.. Auxt - . Y6e d (17.) = sa• .1%r N�NI4,4 rc7). -N 4 0.07.)- /z - `i65el2 fc i = NGS �z �- 110s114),---.75172.4-.F7 .. . _ 7g 5.2 —0 Qs(7SY7')7 1I6 = Qg.l LoP4 70 fi or,, LIT) = c zs Z - SIG 92.. - 177 E rAN �I,N r L r Tn UI,a4L_. D k. 16,1 55.,3 NtA- x 0,c. pi,oc(1 To. P6ATf- t L,�. = fY CA) I WI)^_.y.�3 1;..„4]..= raftow:oil.mskketraSe...r. A111111111111111 UTLER 'CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB JL1AW SHEET NO L,6 CALCULATED BY A-14 lO DATE SCALE lit 1 • I • I t..1 0 tiN.1' Ekiok ' • " ; vx/ 411111111•1•11111■ ya"ny PPq.- I TIER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB C ( !L_IG-AN SHEET NO 4-7 CALCULATED BY e A DATE 1-11-11 OF SCALE oelu _— aAJ�1_NG C g nC r (C _ 6t4X' �'�RT- -46.4 0. 11C:._, Vt 170/ 23s 5811 130/J 2O. f N- r3 EA l�! N1 c_ L DC I Gd4P 1,(41r /(,)P ,F UAl. = 50 gt• LO ,0 A -... _...SVIC - ref ___. 17vv.. - rato 3/1 Foci' y 7x 11 - . /.6'Del i( ( (1 (1 sX 250 . uSL 'T 'i,. k.Xf GoVia y-e, t Gd �...- __...__..g_;4 __ -.L_ ?.... • 10.1 !UTLER ..JNSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 _11).A.Zc. _;._Try i Cs. T ge JOB G SHEET NO. lGA111 OF CALCULATED BY /C414 DATE /-//' 9 CHECKED BY DATE SCALE 0.4")6 36)6) [ -he (cfii A R. Sigt -tt/1 W .SE /S!'2!G __._`%�_ 7f.2- Ise, - . /0'.7B p4F , s / �,1/- 1/684% I ' 51 ',ifs Oti) Z-5 ri4 ,`" 51. osoP 57'12d. /o'.._... = 104`/. o o " (/4)! /2 X1.,0). /CDO_.. __. u /. /0 - .1G d s._ -. / 56°— -- / 4 ,5 E/c0 . adi 07 l . 4C. 063.2.0= 3.24q7' air' P - ?.'Y/ ®1111111 _ 5'-IUTLER _11�, ,NSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450.4076 Joe COL 6A74 SHEET NO. h 1 CALCULATED BY S'6 OF DATE CHECKED BY DATE SCALE .1 &1 Le '�' t '— !C195 f 141' c• I _17 .:thi! pots( Seifivr. 4.r 1ri S ; willc /la Cie ki T( N. you Q r9Q_-- :C SRO OK i i j 1 v A%e J jj. 21 11_.S' Su j p _. ;. - - - - -- '1r d `� g ( -k--.:) '4 -- ti to "F _.. 11 5- t M .1.c: t-{0.1 -vil -c .1z ....... " 9 T 6 Pay &O �/ /410 3% __ ... ..... . _.... F...17. G.cs -.. ___/Z """L. /.'/41- - -! Z.'°L..._/.'%E-1 ..... :. 2k 12 S &of 0.. .... -. `to g N ` z : 306 P `r ..... __. _ ._............_.. W . xpk. � �uep 'U-= t0g04:)112, _ ,7 °J,S `'�. _/� P¢i.. ... I ( 6 d. _. . r _ _. _. .. . t?t ,,,,„, g.,,n:.1z.i:ti;",s;ts;!?ik 'r e.i"t.o.zt t- t f�Y' "'" iii°tt"t`Mlifi.^ ? ><i:L.;a +?fiasax',f�'ishf"ib`�:�S.ur kph � I a .1 N::`�n "s`C' /" n' t' mtwi!,' e��e '.',{fiPMd£S0Lt2320.fiYFr?ht.9S 1094 Wasnuiytut oLulu 'you resldenuai u lei gy L.wu ....•� r t . -� . -.. Lighting Summa! -1996 Washington State Nonresidential Energy ..',yCc Plane Forms LTG-SUM Project Info Project Address /; I OWN= • •• r •• CbS y/ / , . Area in tt2 Dal 5 /4 OP. / 91 I'2 "a For Budding Department Use q -" 6 i ! , J 274 'S 3315 App cant Name: L> THi 5 /..4,C- ex1 .,7w4 Applicant Address: ZrK} — /10 vs AVt 14.4 4 4 24 Z Applicant Phone: (42.17 3 96, - po)46 p)46 1,41AVISS Project Description 2 New Building ❑ Addrtion ❑ Alteration Compliance Option el Prescriptive ❑ lighting Power Allowance ❑ Systems Analysis (See Qualification Cheddist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑Less than 60% of the fixtures are new, and Installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) location (floor /room no.) Occupancy Description Allowed Watts per tt2'' Area in tt2 Allowed x Area / 91 I'2 "a ana J. 2. 274 'S 3315 Open Parking ex1 .,7w4 0.2 W /ft2 Outdoor Areas vv tri1C77 /N4, 0.2 W/ft2 Bldg (by Iacade) wMSI4oid i • (AUi7/N4, . Bldg (by penm) r 7.5 W/II " From Table 15-1 (over) - document an exceptions taken from footnotes Total Allowed Watts "3)6 Proposed Lighting`Wattage (Interior) (May not exceed Total Allowed Watts for Interior) location (floor /room no.) Fixture Descnpuon Number of Fixtures Watts/ Fixture Watts Proposed 140742mn r-9QTIZ. /Es V) 4)0 274) 0 Open Parking ex1 .,7w4 0.2 W /ft2 Outdoor Areas vv tri1C77 /N4, 0.2 W/ft2 Bldg (by Iacade) WARcNolifi rtWs7/04 . Bldg (by penm) r 7.5 W/II Note• for buiiding extenor, choose eitner inc facade area or the penmeter method. but not both) Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2, 70)0 Maximum Allowed Lighting Wattage (Exterior) Location Description Allowed Watts per ft2 or per If Area in ft2 (or tf for perimeter) Mowed Watts x tt2 (or x ff) Covered Parking 0.2 W/ft2 Open Parking ex1 .,7w4 0.2 W /ft2 Outdoor Areas vv tri1C77 /N4, 0.2 W/ft2 Bldg (by Iacade) —� 0.25 W/ft2 Bldg (by penm) r 7.5 W/II Note• for buiiding extenor, choose eitner inc facade area or the penmeter method. but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts tor Exterior) Location Fixture Descnption Number of Fixtures Watts/ Fixture Watts Proposed ex1 .,7w4 4 Total Proposed Watts may not exdiced Total Allowed Watts for Exterior Total Proposed Watts Ts. !1. >'rr"i3'�:a;kiri�i';;;Jtimtiil i�a"iS:. "•. iii; �.., a .`,= �de:;iu.�)Si':, %r:55iNX�'f; 1MaiW.:filirelta:32, 4tir 1994 Washin i n State Nonresidential Ener Envelope Summary 1994 W ashurgton State Names aenoat Energy Code Comphance Form • Co: Climate Zone 1 om•liance Form ENV -SUM April. 1994 .Project Info Project Address "044ov Th406, . # tj, ' /r,� (Jt/ (�4 Date ,5 14/9' i 0:;' S , COC ak & �`� For Building Department Use �' 10G�.1 $8188 pp icant Name: gyArtmo I , L12 Applicant Address. z 773 " 110 IN ASE u 44 zc2 Applicant Phone: /415\ *so. )0)44 MIAMI Project Description New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Space Heat Type ❑ Electric resistance ❑ All other (see over for definitions) , Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical & overhd) Gross Extenor divided by Wall Area times 100 equals % Glazing 5 e0 jjj� 1 _ gcte m X 1 00 = /� / ei. Z , Concrete/Masonry Option Check here if using this option and if project meets all requirements for the Concrele tasonry Option: See .,Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic li -30 All Other Roofs tt--Z1 Opaque Walls 11x.15 A Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Maximum U• /actors Opaque Doors , ©.60 Vertical Glazing Os 0 Ovemead Glazing 1 145 Maximum SHGC (or SC) VenlcaUOverhead Glazing 1 Semi - heated space' Minimum insulation R'. values Roots Over Semi- Heated Spaces' Mil 'Refer to Section 1310 for qualifications and requirements Notes: 44, R -i'7 Il-J wAtL 10u AICMJ Prtwirl e C LAt3 1NtifLI7b4" WNttt:Mo 4"r E 151IlJ4 WWI"- 4 NELL. P jtAtir Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- (actor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC Z 9.0 Btu/11'•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e. e I S.o .i I s W o o d August 31, 1999 File: 99 -215 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd.. Tukwila, WA 98188 Project: Address: Permit No.: Glacier Cascade TI- Culigan A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspection was required and a copy of that inspection report was already forwarded to you. 1. Reinforced concrete 2. Epoxy items 3. Expansion anchor installation 4. Anchor bolt installation 5. Seismic straps To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. )‘;,-/Aa4 adet.‘, Kimberle Anderson President cc: 'Opus N.W; Wayne Eddy Tel: 881 -5812 Fax 881 -5441 • P. 0. Box 2523, Redmond, WA 98073 . '.' =t_ix4 co �a•.'�ky:'r.::c'd i =�`�:+f. .•"& �: r. Ct' i! J' �Q::.,` �', x,; tii�1;. �;' in 'i'.b1i,134;:^�:1�isYx�1:4?^. r4:MITI 4;.'"i3'i, 0,§ n :;V3't1'S?9k�'�of Pex-rNm+ Ccod. C�Q� PLAN REVIEW /ROUTING SLIP TIVITY NUMBER: D99- 017.1: DATE: 5 -18 -9 ROIECT NAME: CULLIGAN WATER • XX Original Plan Submittal Response,to Correction; Letter # . Response to Incomplete. Letter Revision # : `After Permit Is Issued DEPARTMENTS: Building Division J Public Works Ki ("2- Fire Prevention 6--241.1 Structural , Planning Division e--2/) -411 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ..„T- Comments: Incomplete DUE DATE: 5 -20-99 Not Applicable n TUES /THURS ROUTING: Please Route Ed No further Review Required n Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE: 6 -17 -99 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: Approved n Approved with Conditionsn REVIEWER'S INITIALS: DUE DATE: Not Approved (attach comments) n DATE: \PR•ROU1 [.DOC W98 City of f Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control #D99 -0171 (512) Thomas P. Keefe, Fire Chief May 24, 1999 Re: Culligan Water - 18404 Cascade Avenue South, Suite # Dear Sir: The attached set of . building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the • following concerns: 1. Maintain fire extinguisher coverage throughout. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Flee Chief space. (UFC 1207.3) Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 1210.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 . \ City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, The Chief Page number Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 KING COUNTY Non- LiL,,:sidential Sewer Use Cert ` xation P'f -0111 (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 $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or type) Owner's Name Property Tax ID # 768413qb — oOlo -0 (Last, First, Middle Initial) Property Legal Address: Building Name (if applicable) Ci�ti� BCAC -t Subdivision Name Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: (if different from property address) Property Street _ Mi C.- . S. Address I54c'F • Crt.403 a01- i1 City, State, Zip -- 04.E -‘00; , Wes' %6i$T) Owner's Phone Number 1445 ) .519 - WWI!, or Property Contact Phone # ( ) Owner's Mailing Address: (if different from above) In OPws N) r'7: T'crra ra ,e $, qp$ - ll g R+�G �b�G � 3p r"J L1G„r4..4_. / 01- 115Coar City or Sewer District 1Z huJ(((A. Date of Connection Side Sewer Permit # A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower • 4 ' 2 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 z. 4. Sink, clinic, flushing 10 10 Sink, kitchen 4 2 1 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 Water closet tank 5 3 Z. ( 0 Water closet, flush valve 10 6 Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 1 RCE For King County use: . Account# Monthly Rate Six. Month Due 1058 (Rev 11/96) White - King County B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) = 187 RCE C. Total Residential Customer Equivalents: (add A & B) A B 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 Print Name of Owner/ Representative orAce- Date C- Yellow - Local Sewer Agency Pink - Sewer Customer 06/06/99 -.13:01 FAX 4255196800 OPUS ' NW REGISTERED AS PROVIDED BY LAW AS CONST CANT GENERAL . , :..REG.TS7#:, • .EXP... logggIvE'::pAtgo4/2ti OPUS NORTHWEST L L C 200 112TH AVE NE STE 205 BELLEVUE WA 98004 _ CULLIGAN WATER TENANT IMPROVEMENT CASCADE - BUILDING "A" TUKWILLA, WASHINGTON y mnesis mited Liability Company A r c h i t e c t s 2353 -130th Avenue NE, Suite 202 Bellevue, Washington 98005 Phone: (425) 869 -1946 FAX: (425) 885 -6208 FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the ion at any adopted code or nrdinanco Receipt o co" tractor's copy of approved pla sacknowledged. qty F itA P RY 1 B 1999 PERMIT vENTEp GEPARATE PERMIT REQUIRED FOR: MECHANICAL ELECTRICAL LUMBINO, GAB PIPIk1!3 ITP P= RV T ABBREVIATIONS ANGLE ELEG O CENTER LINE ELEV I CHANNEL EMER 4 DIAMETER OR ROUND ENOL 1 FINDER OR POUND EPIC d PENNY EO 0 SQUARE FOOT EOPT K PLATE ESEW AB ANCHOR BOLT EST AC ACOUSTICAL OR EXH ASPHALT CONCRETE EX A/C AIR CONDITIONING EXST ALP ACOUSTICAL PANEL EXP ALT ACOUSTICAL TILE EXT ADD ADDITIVE ADH ADHESIVE FA ADJ ADJACENT FE ADJT ADJ./STABLE EDP AFF ABOVE FINISH FLOOR FOO A66 AGGREGATE FOG AL ALUMINUM ALT ALTERNATE FLTY AP ACCESS PANEL FD APPROX APPROXIMATE FEN ARCH ARCHITECTURAL FE AWF ACOUSTICAL WALL FABRIC FEL AWP ACOUSTICAL WALL PANEL FIN FL BD BOARD FLG BETH BETWEEN FLUOR SLOG BUILDING FOG BLK BLOCK FOF BLK6 BLOCKING FOIL BM BEAM BRE BEARING F010 BOT BOTTOM BSMT BASEMENT FOG BUR BUILT UP ROOF FPW CAB CABINET PS LB LATCH BASIN FT CM CEMENTITIOU5 BACKER UNIT FTG LEM CEMENT FORK LER CERAMIC FUT CFM CUBIC FEET PER MINUTE CG CORNER /GUARD SA CHBD CHALK BOARD GALV CI LAST IRON GB LJT CONTROL JOINT GL 01-6 CEILING GLEM LJ CONSTRICTION JOINT GC CLK CAULKING END LLR CLEAR GPO LMU CONCRETE MASONRY UNIT GYP LNTR COUNTER CO CLEANOUT HE COL COLUMN NED GONG CONCRETE HO CONN CONNECTION HO CONSTR LONSTRIKTION HOE CONE CONTINUOUS HOND CORR CORRIDOR HOWE CPT CARPET HM CT CERAMIC TILE HORIZ LTR CENTER HR LTSK COUNTER SINK HT CY CUBIC YARD HT6 HVAC D DEEP, DEPTH DEL DOUBLE HIN DEPT DEPARTMENT DOT DETAIL D DIA DIAMETER D IA0 DIAGONAL 6 DIM DIMENSION N OSP DISPENSER NLL DMPF DAMPPROOFING NSUL DN DOWN NT DR DOOR OR DRAIN NV DOUR DRAWER DS DOWNSPOUT JAN O W DISHWASHER JST DW6 DRAWNG JT E EAST KO EA EACH KS ED EXPANSION BOLT EJ EXPANSION JOINT EIFS EXTERIOR INSULATED FINISH SYSTEM EL ELEVATION ELECTRIC ELEVATOR EMERGENCY ENCLOSURE OR ENCLOSED ELECTRIC WATER COOLER EOUAL ELUIPMENT EMERGENCY SHOWER/ EYE WASH ESTIMATE EXHAUST EXPANSION EXISTING EXPOSED EXTERIOR FIRE ALARM FLAT BAR FIBER BOARD FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTIN0U5HER FIRE EXTINGUSHER CABINET FINISH FLOOR FLASHING FLUORESCENT FACE OF CONCRETE FACE OF FINISH FURNISH BY OWNER INSTALL BY CONTRACTOR FURNISH BY OWNER INSTALL BY OWNER FACE OF STUD FRFFJF PROOF WALL HYDRANT FULL SIZE FEET FOOTING FURRING FUTURE GAGE GALVANIZED GRAB BAR GLASS OR GLAZING 61.11-LAM BEAM GENERAL CONTRACTOR &ROUND GYPSUM WALL BOARD 6YPDJM HOSE BIB HARD BOARD HOLLOW LORE OR HANDICAP HANG DRYER HEADER HARD WOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATINGNENTILIATIOW AIR CONDITIONING HOT WATER HEATER NSIDE DIAMETER/ DIMENSION NSULATED GLASS NCH NCLUDE NSULATION NTERIOR NVERT JANITOR JOIST JOINT KNOCK OUT KNEE SPACE �q-ori I LAB LAM LAV LB LF L6 LH LL LM5 LT MAS MATL MAX MB MOO MDF MELH MEMO MT_ MEZZ MH MFR MIN MIR MISL MO MTD MULL NIL NOM M NRL NTS OA OB5 OL 00 OH OPH O6 PERP PL PLAM PLAN FWD PNL PNT POL PR ?SF PSI PT PTO P1p/R PIN PVC PVMT R RA RB R/5 RD RD /O REF REFR REINF REG REV RH RESIL RIO RM RO RT RUB RWL LABORATORY LAMINATE LAVATORY LA6 BOLT LINEAL FOOT LONG, LENGTH LAMINATED GLASS LEFT HAND LIVE LOAD LIQUID MARGINS NUQFACE LIGHT LIGHT WEIGHT CONCRETE METAL MEZZANINE MANUFACTURER MAN HOLE MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED MILLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT TO SCALE OVERALL OBSCURE ON CENTER OUTSIDE DIAMETER/ DIMENSION OVERHEAD OPPOSITE HAND OPENING OPPOSITE SC SCE SOHO SD SECT 5F SHT SHT6 SIG MASONRY MATERIAL MAXIMUM MACHINE BOLT MEDIUM DENSITY OVERLAY 5NR MEDIUM DENSITY FIBERBOARD MECHANICAL 5NT SPEC SP6L 55 SST SSE STA STC SIM 5K SLR SND STN STD STL STOR STRL SOP 5V GYM 5WL TB TED T TG THE T TI6 PARTICLE BOARD PERPENDICULAR PLATE OR PROPERTY LINE PLASTIC LAMINATE PLASTER PLYWOOD PANEL PAINT POLISH PAIR POUNDS PER SO/ARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER AND RECEPTACLE PARTITION VAR PAPER TOWEL RECEPTACLE VCT POLYVINYL CHLORIDE VENT PAVEMENT VERT VEST QUARRY TILE VNR VR RISER RADIUS VWL RETURN AIR RESILIENT BASE ROD / SHELF NU ROOF DRAIN I'UO ROOF DRAIN OVERFLOW WC REFERENCE, REFLECTED WD REFRIGERATOR HDO REINFORCED R/6 REQUIRED WM REVISION WP RIGHT HAND OR ROBE HOOK WR RESILIENT WSCT ROUGH -IN ONLY WT ROOM HAT ROUGH OPENING RESILIENT/RUBBER TILE XFMR RUBBER RAIN WATER LEADER YE TURD TO TOL TOP TO5 TOSL TOW TPD TPH TPm TS N TYP UL UON UR SOUTH SOLID GORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER OR STORM DRAIN SECTION SQUARE FEET SHEET SHEATHING SOLAR INSULATED GLAZING SIMILIAR SINK SEALER SANITARY NAPKIN DISPENSER SANITARY NAPKIN RECEPTACLE SEALANT SPECIFICATION SPANDREL GLASS SQUARE SOLID SURFACING STAINLESS STEEL SERVICE SINK STATION SOUND TRANSMISSION CLASS STAIN STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SYMMETRICAL SPECIAL WALL COVERING TREAD TOWEL BAR TOP I BOTTOM TONGUE I GROOVE TEMPERED GLASS THICK THRESHOLD TEMPERED INSULATED GLAZING TACK BOARD TOP OF TOP OF CONCRETE TOP OF PAVEMENT TOP OF STEEL TOP OF SLAB TOP OF WALL TOILET PAPER DISPENSER TOILET PAPER HOLDER TOILET PARTITION TUBULAR STEEL TELEVISION TYPICAL UNDERWRITERS LABORATORY UNLESS OTHERWISE NOTED URINAL VARIES VINYL COMPOSITION TILE VENTILATOR VERTICAL VESTIBULE VENEER VAPOR RETARDER VINYL WALL COVERING WITH WITHOUT WATER CLOSET HOOD WINDOW WIRE GLASS MIRE MESH WATER PROOF WATER RESISTANT WAINSCOT WEIGHT WELDED WIRE FABRIC TRANSFORMER YARD SYMBOLS II — ZONING INFORMATION I..Ursdiction, an OF RENTON 2. Press! site use zone, IM Permitted Use, Yes 5. Projected site use require, 660 ALIGN 4. Use Zone Adjacent Lots, N IM E IM 5 54 W IM 5. Special Regulations Applleable ❑ Shorellne Management Act 0 Flood Plain or Waterway ❑ Airport open use /glide path 0 Storm Water Retentione4m-011 0 Fire Lone Requirements 6. Setbacks Required, Front Yard - -- Actual, Front Yard 1. Easements, Vacations, restrictive convents as Action Required B. GLOBE FURNISHINGS - Ponkeg Requirements AREA Ofllce 5,710 SF Warehouse 21.123 5F Total 21595 SF Parking and LoadNg Stalls Actual 60 % Standard 4k20' site ston,dad 9. Total Site Area IOTA DOOR NUMBER OFFICE 100 NORTH PAI FL -I KEY NOTE WALL TYPE REVISIOW GLOWED AREA MATCH LINE WORK POINT, CONTROL POINT OR PATRM POINT Area I Percent Covered by Building Area I Percent Covered by Hard Surface Area 1 Percent Covered by Landscaping Area / Percent Open Space Area 0 Percent Covered by Other SECTION IPENTIFIGATIOW SHEET NMBER DETAIL IDENTIFICATION SHEET NUMBER INTERIOR ELEVATION IDENTIFICATION SHEET NUMBER ROOM IDENNFICATIOW HUMBER PROJECT NORTH EXTERIOR GLAZED OPENING NO. EQUIPMENT IDENTIFICATION FINISH IDENTIFICATION Action Required Action Required Action Required Action Required Acton Required Side Yard -- Side Yard U12E NOTE tiale NOTE NINE -- ACRES Required - SF -% SF _ - SF % Rear Yard — Rear Yard cyplcable NOE RATIO REQUIRED PROVIDED 0,1000 ❑ IT 1,1500 12` 15 52 32 1 Handicap 45 Parking 46 Total 40 % Compa ct stall 65'x16' site compact stall Actual -5F -% SF - SF (s SF% CONTACT LIST O PUS N ORS NOR IWT, PEONS (425) 455 -4100 9154161h MOLE 5E UN FAX, (425) 455-1712 5UJE EMAIL, MIME, NA 4600 ARCHITECT, SYNIH6IS, LLfi MOPE: (425) 669 -1446 2555.15081 AVE)E 0202 FAX (42S) 665-6206 EBLEVUe, PIA 4600 SNAIL VICINITY MAP CODE INFORMATION SKOTICN SOS - LOCATION ON PROPERTY, Distance to Openings Property Line Permitted North 65' Ft IKI Yes 0 No 0 Yes ® NO NONE East T6' Ft ® Yes 0 No 0 Yes ® No NONE South 500' Ft ® Yes 0 No 0 Yes 5] No NONE West 15' Ft R] Yes 0 No 0 Yes © No NONE BALDING AREAS (GROSS), BUILDING TOTAL 60p105FIFP 66GTI0N 506 - MAXIMUM IEI6HT OF SUILDINS5 AND INCREASES 0 Fire Sprinklers Provided (I Stay - NA Il sprinklers used for the Iollowlrg) O Section 90425 ® Section 505 0 Secton 506 0 Section 402 ❑ SectIon 9042.7 SUCTION 601 - TYPE OP CON TOUIOTION 5000011 100522 - OCCUPANT LOAD Q Areas without axed seating (Table IO -A) ARM LOAD RIMER OF MOO Zan= TENANT AREAS (GROSS), FIRST FLOOR OFFICE WAREHOUSE TOTAL SECOND FLOOR OFFICE TOTAL TENANT TOTAL HMI REWIRE, PAD I, EXIT WID01 2 In A l, Zh 1162 1621 OFFICE 2922 SP 100 50 500011 /55 152515P 900 TOTAL 165965P el O Areas with Need seating (1003.2229) O Benches or Pens Total Length Ouches/ / IS In - 0 Booths Total Length (Inches) / 24 In x MIKE PAL PROPERTY odoln R rcrhlee uensium STRUCTURAL, 5H)TLEt CO1&ATINS PHQE, (425) 450 -4015 .DE SFIJU MINERS, INC. FAX (425) 450 -4076 PE 12505 EE.-RED ROAD,* 100 T40,L NJI:VLEY14 RANDY ,0R PRINCIPAL AL ARCHITECT rordytroNMSyrthe blle.com CODE BOI110W 149110411PS W6EC, 100 51 -11, WAD 51 -I5 Amended by Local trisection 0 Yes is] No Date El New Construction 0 Alteration Bas, land Speed 60 MPH 0 Addition 0 Repair Seismic Zane Snow Load 0 Building Shell Only I5] n Tat Improvement 1997 um. ANALYSIS SECTION 501 Say - OCO.PANOY CLASSIFICATION(&), Required Occupancy Separations (Table 3 -B) ® No Requirement 0 Too-hour Fire Resistive 0 Four-hour Fire Resistive 0 One -hour Fire Resistive 0 Three-hour Fire ResistNe 0 Not Permitted SIB open,gs Fire Resistance Protected of Exterior Wall SFL110N 504 - ALLOWABLE P1.000 AREA 0 Basic Allocable Area (Table 5-E) 0 Multi -e ry. BUlidIng In 2) 0 Area Separ tIon Walls (504.6) ® None 0 Two Hour 0 Four Hour 560110/1505 - ALLOY/ABLE AREA INCREASES, 01.1540® 0 Separation 2 shies, (Over 209 Ft x 1.255 (10% Maxcoml= 0 RepaNdon 9 Dries, (Over 209 Ft x 250% (100% Maxhrw,)c 0 Sopaation 4 Sides, Over 201 Ft x 5.00% (100% Maximum). 0 Fire Sprinklers Provided 0 5,gle-stay It 3) 0 MUIHStory (x 2) ID Unlimited Area, Approved Fire Sprinkler System(5052) e UNLIMITED 061 SP 15116 SF 15,551 SF ACM 14615F 16546 SF 2 STORIES TYPE III-N 201 INDEX OF DRAWINGS COVER SIFT ARCHITECTURAL T1.1 60ERAL IlSbRFIATION Al) SITE PLAN A2/ A5.1 A6.1 A1.1 Al) FLOOR PLANS WALL TYPES / SCHZDULES REFLECTED CEILING FLAN VERTICAL CIRCULATION / INTERIOR ELEVATIONS DETAILS STRUCTURAL 51.0 FOUNDATION SECTIONS / SORDHL NOTES 520 PARTIAL FOUNDATION PLAN 1 MEZZANINE FRAMING PLAN 590 MEZZANINE FRAMING SECTIONS LEGAL DESCRIPTION SEE SELL DRAWING%, PERMIT 61195 GENERAL NOTES I. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. 2. DO NOT WALE DRAWINGS; DIMENSIONS GOVERN, 5. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 4. WHEN CONSTRICTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OP THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CANNOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT. S. VERIFY ELEVATIONS 0 LOCATIONS TO BE JOINED BEFORE CONSTRUCTION. CONTACT ARCHITECT IF THEY DIFFER FROM THOSE SHOWN ON DRAWINGS. 6. ALL ROUGH -INS TO BE APPROVED PRIOR TO FRAMING INSPECTION. T. MECHANICAL AND ELECTRICAL IS BIDDER DESIGN. PORTIONS OF THIS WORK SHOWN ON DRAWINGS IS FOR DESIGN INTENT OR FOR COORDINATION ONLY. e. MECHANICAL DE5IGWEUILD CONTRACTOR SHALL PROVIDE A MECHANICAL VENTILATION SYSTEM CAPABLE OP SUPPLYING THE MINIMUM OUTDOOR AIR QUANTITIES SPEC/PIED IN THE WASHINGTON STATE VENTILATION 6 INDOOR AIR QUALITY CODE MAC 51 -IS), TABLE 5-4. 4. ELEOTRIOAL DESIGN/BUILD CONTRACTOR SHALL PROVIDE AND INSTALL EMERGENCY EXIT ILLUMINATION AND ILLUMINATED EXIT SIGNS PER U530 SECTIONS 1012 AND 1015. 10. ENERGY GODE COMPLIANCE FOR THE BUILDING SHELL SHALL FOLLOW THE PRESCRIPTIVE OPTION FOR SEMI - HEATED SPACES. II. ALL GLAZING SHALL BE CERTIFIED AND LABELED WITH ITS U- FACTOR AND SOLAR HEAT RAIN COEFFICIENT (SHOG) BY AN INDEPENDENT AGENCY LICENSED BY THE NFRC. 12. MECHANICAL DESIGN/BUILD CONTRACTOR SHALL ASSURE THAT ADJACENT SEMI- HEATED SPADES MEET FREEZE PROTECTION REQUIREMENTS PER WASHINGTON ENERGY CODE. y VJyy JAN RECEIVED Qry OF TUN °ml A MAY 18 1999 PERMIT CENTL SY ,.. Lleplll,y Company A r c h i t e c t s A 2553-1301h Avenue NE Suite 202 Bellevue, WasNiglan 58005 Phase (4457 585-11548 FAX: 1 425 1 285.5 209 %\ OPUS ® GLACIER CASCADE BUSINESS CENTER 05/15/99 PERMIT SET DATE REM REGISTERED ITECT AR021R CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON • FOR PERMIT D ESIGNED 0, DATE. an 05 -I3-91 GENERAL INFORMATION rnocvTno■ 97016.11.01.01 DPANTI TI.I DO/ IIIIIIIIIIII' • Ni-D111 NORTH 4111■ SITE PLAN J CASCADE AVE. S. LIMITS OF CONSTRUCTION 99' -0' WEST VALLEY HIGHWAY - SR 181 TWO STORY OFFICE ® 2,122 SF EDEIVED cm g aF �uXwltn MAY i 8 1999 ?EMIT 011 k k WO yUN 0 e¢Enee KO PERMIT SITE PLAN A r c h i t e c t s IIEVENFO 13, Synthegig DAIE OS -IS -99 91010.11.01.01 ID A 2353-1301h Avenue FE. &Yte 202 25153,5, Wallington 98005 Mons (425)889 -1948 FAX: (425) 885 -8209 %\ OPUS ® GLACIER CASCADE BUSINESS CENTER 05/13/99 PERMIT SET REGISTERED HITECT CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON DIUVIli APP11OVED BY A I .I Ao • I T. WOMEN 0', 101 / TY a MEN 1 105 p ENLARGED PARTIAL FLOOR PLAN SCALE: 3/16" = I' -O" SEE ENLARGED PARTIAL --- FLOOR PLAN - (ADJACENT) DETAIL 1 /A2.1 TY O SECOND FLOOR OFFICE PLAN 3 SCALE: I/8" = A m 1111 111111111• ml,m -_ nnn RECORDS 200 SIM 13' -I 3/4 "0 m a 201 202 al_ ALIGN WALL WITH EAST FACE OF COL 0 HALL 201 206 ON OPEN BREAK 205 15' - 6 3/4" a 11 1I ALIGN NALL N/ FACE OF GONG o , FIRST FLOOR OFFICE PLAN ` SCALE: I /6" 1' -O" 205 V —E 13" -I 3/4 "5 I _I _ DRIVER COUNTERS - SEE DETAIL II /A7.1 a 0 a 0 n STAIR 208 O OFFIOE SUPPLIES 205 O OFFIOE 109 13' -I 3/4 "0 ALIGN WALL WITH FACE OF COL ALIGN WALL W/ FACE OF CONS OFFICE 105 MIT 102 a — 11 � e ®. 2' -4 1/2" 10' -5 5/4" IITAIR it �� 104 IMO i 105 OFFICE 13' -I 3/4 "3 FACE OF WALL BEYOND MILLION- VERIFY LOCATION CD' SEE FIRST AND SECOND OFFICE PLANS - (ADJACENTF) DETAILS 2/A2.I AND 5/A2.1 FIRST FLOOR WAREHOUSE PLAN SCALE, I /15 " =1' -0" WAREHOUSE 101 40' -3 5/0" E %IS' Em CD 0 RECEIVED CITY OF TUI(WUA MAY 1 9 1959 PERMIT CENtER GLACIER CASCADE BUSINESS CENTER EC-LF_ABE FOE TITLE DEUNED IIEVEWED DATE PFIPECT SSr (her S A r c h i t e c t s 2153 -130lh Avenue NE, ENIIb 202 Belevue, WBWglon 9.505 Phone• (425)858945 FAX: (425) 885 -5205 0 OPUS® 05/13/99 PERMIT SET DATE rtEM R TtCHITEC( t LEEB80 P WAEHINO 05 TON CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON PERMIT FLOOR PLANS RB 05 -13 -99 9'1016.11.01.01 nanwx... RD APPROVED A2.I ROOM FINISH SCHEDULE DOOR /OPENING SCHEDULE NO. NAME FLOOR BASE MALLS CEILING REMARKS OPENINGS FRAMES DETAILS REMARKS MTL FIN MTL NORTH EAST SOUTH WEST MTL HT MTL FIN MTL FIN MTL FIN MTL FIN NO. TYPE SIZE THK MAIL 6L LABEL HOW FIN TYPE MTL FIN HP JAMB SILL 101 WAREHOUSE GONG - -- - -- - -- - -- - -- - -- - -- - -- - -- - -- --- - -- FIRE TAPE ALL 6WB WALLS ®OFFICE EXIST -- - AL T15 - -- - -- - -- - -- - -- -_ -- EXIST STOREFRONT DOOR 4 FRAME - 'WAIT', ROOM x 102 102 WAIT GONG CPT RB SINS POT SINS POT 0145 POT EMS PNT ACP 9' -0" EXIST -- -- 510 -- -- - -_ -- - -- - -- - -- -- - -- EXIST DOORS 0 FRAMES - "WAREHOUSE', ROOM x 101 103 OFFICE GONG CPT RB SINES PNT SINS PNT 61A113 PNT SIB POT AGP 9' -0" 101 NOT USED 104 STAIR CONC/0D CPT RB SINS PNT GRUB PNT SINS PNT 6148 PNT 6145 - -- 103 NOT USED 105 OFFICE GONG CPT RB SINS PNT SINS PNT SINS PNT 6145 PNT AGP 9' -0" 103 F 5-0' x1-0 1 514' YO -- - - PNT I MTL PNT 0/09.1 5/A9.1 -- 106 TOILET GONG 5V 5V SINS PNT SINS PNT 6WB PNT SIB PNT SINS 0• 4' P -LAM WAINSCOT WET WALLS 104 NOT USED 101 TOILET GONG 5V 5V 5115 POT SINS PNT SINS POT 61 PNT SINS 5' -6" 4' P -LAM WAINSCOT WET WALLS 105 F 5- 'x 1' -0" 13/4' YO - - - PNT I MR PNT 0/01.1 0/01.1 -- •WEATHERSTRIP / SWEEP 105 OFFICE GONG OPT RB 6I8 POT 61.113 PNT SINS PNT SINS PNT AGP 9' -0" 106 F 5' -0'x1' -0' 13/4' YD -- -- - -- PNT I NIL PNT 13/A9.1 15/A9.1 - -- 109 OFFICE GONG CPT RS GINS PNT SINS PNT SINS POT SINS POT AGP 9b" 101 F 3' -0'x 1' -0' 1 5/4' YD - PNT 1 MTL PNT 13/A1.1 13/09.1 -- HO CLOSET GONG CPT RB SINS PNT SINS PNT SINS POT SINS PNT AGP A'O" 100 F 5' -0'x1' -0" 1 5/4' WD - - - PNT I MIL PNT 0/09.1 0 /A9.1 - -- 101 F 3 1' -0" 1 3/4' WD -- -- - PNT 1 MTL PAT 0 /A9.1 15/09.1 110 F 5-O x 1-0' 13/4' 10 - - - PNT I MTL PNT I3/A9.I 13/09.1 -- 200 RECORDS - -- 201 OFFICE WO CPT RB 6146 PNT era PNT SINS PNT 61 PNT AGP 9' -0" 202 OFFICE WD CPT RB SINS POT SINS POT SINS POT 61 POT AGP 9' -0" 201 F 3-0'x -0' 13/4" WD -- - - PNT I MTL PNT 6/A4.1 13/A9.1 205 CONFERENCE WD CPT RB OMB PNT 6110 PNT 6W13 POT 6140 POT AGP 9' -0" 202 F 3- 0'x -0' 1 3/4' WD -- - -- PAT I MTL PNT 13/A91 13/A9.1 - -- 204 STAIR WD CPT RB SINES PNT SINS POT SINS PNT 5W15 PNT AGP - -- 203 F 32 -0' 13/4' YID - PNT I MTh PNT 13/A9.1 I3/A9.1 205 OFFICE SUPPLIES WD VGT RB SINS POT 6115 PNT SINS POT SINE! POT AGP 9' -0" 204 NOT QED 206 BREAK WD VGT RB SINS PNT 6WB PNT SINS PNT 5145 POT AGP 9' -0" 205 F 5' -0' -0' 13/4" YO - - - PNT 1 MTL PNT 15 /A9.1 13 /A9.1 - -- 20T OFFICE WD OPT RS SINS POT 6143 POT 614113 PNT SIB PNT AGP 9' -0" 206 F 5' -0' x 1' -0' 15/4" WD - - - PNT I MTL PNT 13/A9.1 13/01.1 - -- 208 STAIR WD - -- - -- 5145 PNT SINS PNT SINS PNT SINS PNT - -- - -- 201 F 3-0'x 1-0' 13/4' HD -- -- - POT I MTL PNT 145 /A9.1 13/49.1 - -- • WEATHERSTRIP/ SWEEP 1 SHE EA SIDE OF 3 1/2" MTL STUDS 0 24" 00 (UNLESS OTHERWISE NOTED ON STRUG 06155) SAME AS WALL TYPE I Hi SOUND BATT SAME AS WALL TYPE I W/ R -13 BATT INSULATION SAME AS WALL TYPE I NV R -I3 BATT INSULATIOW 6W13 ONE SIDE 666 EA 510E OF 2x6 WO STUDS 0 24" 06 (UNLESS OTHERWISE NOTED ON STRUG D6155) SAME AS WALL TYPE 4 W/ SOUND BATT PART TION TO ENCLOSE EOOE MERE HALL LEN&TH EXCEEDS 0' -0 ", PROVIDE BRAG1N5 TO STRUCTURE 0 0' -0' 00 GEILIN6 PER FINISH SCHEDULE SOUND BATT OVER TOILETS OR 901OD WATIINS BATT ON Y WHERE INDICATED BY HALL TYPE) EA SIDE MTL 51525 (WHERE EXPOSED TO ROOF) MIL RUNNER TRACK ATTACHED TO CONE SLAB 0/ POWDER ACTUATED FASTENER 0 40" OG MIN EXISTING SLAB ON GRADE (R -I3 BATT INSULATION, OM. OR ffRE INDICATED BYHALL TYP 5143 EA SIDE MR SIDS (WERE EXPOSED TO ROOM) MTL RUINER TRACK ATTACHED TO GONG SLAB W/ POWDER ACTUATED FASTENER 0 4E' OE MIN EXISTING SLAB ON GRADE © SAME AS WALL TYPE 4 W/ R -I3 BATT INSULATION O WALL TYPES SCALE, 3/4"=1' -0" SUPPORTED STRUCTURE ABOVE (AS INDICATED ON STRU'GTVRAL PLANS) CEILING PER FINISH SCHEDULE SOUND BATT OVER TOILETS EXISTING STRUCTURE COMPENSATION CHANNEL 0E11115 PER FINISH SCHEDULE 0 -13 BATT INSULATION, 519 EA SIDE OF STUDS WHERE EXPOSED TO ROOM ET 666 EA SIDE OF ISXHD60O STUDS 0 16" 00 W/ RE BATT INSULATION ® 666 EA 510E OF 3 1/2" STUDS B IS" OD PROVIDE HORIZONTAL BRAGIN6 AT +10'-0" (UNLESS OTHERWISE NOTED ON STRUG 00465) W/ RI3 BATT INSULATION E6 DNB EA SIDE OF 3 1/2" MTL STUDS 0 24" OD (UNLESS OTHERWISE NOTED ON STRUG 00465) E9 SAME AS TYPE 5 NU SOUND INSULATION MR RUNNER TRACK ATTACHED TO GONE SLAB NU POWDER ACTUATED FASTENER 0 40' OG MIN EXISTING SLAB ON GRADE COMPENSATION CHANNEL TO UNDERSIDE OF &RID CEILING PER FINISH SCHEDULE 6W3 REVEAL EA SIDE MTL RUNNER TRACK ATTACHED TO GONG SA5YU POWER ACTUATED FASTENER 040' OC MIN EXISTING SLAB ON GRADE 10 1 3' -5" HIGH SUAARDRAIL WALL / SINS EA SIDE OF 2X4 STUDS (FRAME AS REG FOR 200 LB LATERAL LOAD AT TOP) SEE 0/A9.1 FOR GAP 1)+ 0111 NOTES I. DOOR TYPE INDICATIONS AS NOTATED BY THE STEEL DOOR INSTITUTE INHERE APPLICABLE. 'RL" INDICATES RELIGHT. NOTATION OF DOORS F DENOTES 51N5LE DOOR F,F DENOTES PAIR OF DOORS 3, DETAILS ARE FOUND ON SHEET A/9. DOOR TYPES F 0 F6 TO BE OPENAOLE BY TURN OF A LEVER HANDLE, 5. PROVIDE ILLUMINATED EXIT 515615 INHERE 0101 ON PLAN. EXIT SISN SHALL BE ILLUMINATED A MINIMUM OF ONE FOOTGANDLE AT FLOOR LEVEL. LOCATIONS SHOWN ON REFLECTED GLG PLAN. EXIST EXTERIOR DOOR GLAZING 15 INSULATED, u = .15 MAX, SHADING COEFFICIENT = 1.00 MAX. I$EE 5CHEO , F CD DOOR TYPES s SCALE: N.T.S. 2 "SEE NHEDS 1 3 O FRAME TYPES SCALE: N T.5. cU y OF MAY 1 8 1999 PERMIT 0ENTER DERMIED OATEN 05 - 13 - vxaECTNO, 91016.11.01.01 SYr Lhe S A r c h i t e c t s mited Esi 1 0 A 2953-130R Avenue NE 5150 292 801619 R 90005 01055 1425) 00 7848 FAX 1425) 000 -0208 OPUS. GLACIER CASCADE BUSINESS CENTER 05/13/99 PERMIT SET DATE MEM RON STATE REGISTE /Il ' q CHIP TEC1 L I IV OWN ' F WASH�NOTON CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON PERMIT SCHEDULES 4 WALL TYPES (WWII BY APPPCNED A3.I 18' -4" (20 RUN AT II') 7. ip Q 0 I CLEAR -�� ) I II I O STAIR 104, 204 - SECTION A -A J SCALE: 1/4" = 1'-0" O FIRST FLOOR - STAIR 104 SCALE: 1/4" = NORTH SOUTH O MEN 106 SCALE: I \4"=1' -0" BNB 6WB LAV, TOP P -LAM WAINSCOT TIP BRAS BARS NAPKIN DISPOSAL(0 WO INTEGRAL 5V COVE BASE TOP TOP EAST P LAM WAINSCOT TOP 24' X06' MIRROR PAPER TOWEL DISPENSER SOAP DISPENSER BRAD BARS TOILET SEAT COVER DISPENSER INSULATED COVER PER WAC 1106.111.4 INTEGRAL 5V COVE BASE T'!' HEST (WOMEN 107 SIMILAR) 10 -0" ( 12 RUN AT II ") O SEGOND FLOOR - STAIR 204 OFIRST FLOOR - STAIR 208 SCALE: 1/4" = I' -O" SCALE: I/4" = ILO" UNDERSIDE OF EXISTING STRUCTURE 5' -6" HIGH ONE GUARDRAIL TYPICAL GW5 CEILING FRAME AS REO in 2X WD STAIR RISER 4 TREAD TYPICAL - SEE DETAIL2O /A9.1 SCALE: 1 \4"=1'-0" U 6 U I I/2" d STEEL HANDRAIL TYPICAL HEST O LUNCH /SREi ROOM 106 SCALE: 1 \4"=1'-0" I I- I HEST AND EAST II DRIVER COUNTER IV O 6 8 STAIR 20 - SECTION 5 -8 SCALE: I/4 " =1'-O" EWE 4' P-LAM BACKSPLASH SECURE RAILING TO COL 1) 6 1 6 i-0111 O SECOND FLOOR - STAIR 208 4 SCALE: 1/4" = 1'-0" UNDERSIDE OF EXISTING STRUCTURE I I/2" 4• STEEL HANDRAIL TYPICAL 2X WD STAIR RISER 4 TREAD - SEE DETAIL 20/A9.1 SUPPORT A5 R50 FOR 100 P5F LIVE LOAD 0rrP OP TUOWILA e" 1 8 1999 PERMIT' ,ENTER JUN 1999 DEBI.. BE PEOJECT Ea. Yr l s E A r c h i t e c t s ® A 2353 -1306 Avenue 4E, 6i(e 202 6elevu6 WeWgten 83005 Phonon (425) 889-1946 FAX: (425) 235 -6206 04 OPUS® GLACIER CASCADE BUSINESS CENTER 05/15/99 PERMIT SET DATE 11EIA 05 -15 -99 91016.11.01.01 REGISTERED CHITECU CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON RELEASE raw PERMIT ,PLC VERTICAL CIRCULATION DRAWN BY■ APPEOVED Al l ° TYP CEILING SUPPORT ® WALL SCALE: 3"=I' -O" COMPRESSION POST ® 12' -0' 0.0. EA. HAY 12 GA. VERT. HIRE HANGER O 4' -0" O.G. ADJ. HANGER SIZE FOR LOADING PER CODE. MAIN RUNNER� / CR055 RUNNER 12 GA. SPLAY WIRE IN PLANE OF EA. RUNNER (4 REO'D: 45° ANGLE MAX) 10 SUSP. CEILING SEISMIC BRACE SCALE: N.T.S. ATTACH STUD TO GONG WALL PANEL Y g ACOUSTICAL I l SEALING TAPE () WALL ® WINDOW SCALE. 5"=1' -0" ACP BREAK MTL -PNT TO MATCH WALL 11/2" PAINTED WOOD SPACER WINDOW LEAD FLASHING EXTEND NEW ROOFING MIN 24" OVER EXISTING ROOF ASSEMBLY EXIST R -II BATT INSUL 412 ESA HANGER WIRE FASTEN MEMBERS TO WALL ANGLE O ONE WALL EA DIRECTION SPACE O OPP HALL FOR MOVEMENT 3 TURNS MIN. GWB SILL BELOW GPO EA SIDE OF ND OR MTL STUDS SEE WALL TYPES N O AGP ® AL WINDOW HEAD SCALE: 3"=1' - II COMPENSATION CHANNEL SCALE: 3" =1' - 15 TYP UPPER CABINET SCALE: 5/4"=1' -O" II IN 5/4" 0 WALL SECTION @STAIR DETAIL SCALE: I" 11 1 1 1 HVAC N UNIT- BIDDER DESIG WRAP TOP PLY OVER WOOD CURB ° FLASHING ® ROOF PENETRATIONS ° ROOF TOP EQUIPMENT CURB SCALE: I I/2 " =1' -O" SCALE: I I /2 " =1' -O" 2412 CURB GONT CANT STRIP EXTEND NEW ROOFING MIN 24" OVER EXISTING ROOF ASSEMBLY EXIST R -II BATT INSUL EXISTIING BLDG SHELL R -I5 BATT INSUL GWB OVER 3 1/2" MTL STUD AT I6" OC MTL EDGE 4 CONT SEALANT SUSP ACP 0 10' -0" AFT MTL RUNNER TRACK 6008 WALL BEYOND EXISTING ROOF DECK MIL COMPENSATING CHANNEL ATTACHED TO UNDERSIDE OF ROOF DECK FIRE - SAFING INSUL IN ALL VOIDS BETWEEN COMPENSATING CHANNEL E MTL RUNNER TRACK OR WD TOP PLATE GAB EA SIDE OF WD OR MTL STUDS, SEE HALL TYPES MELAMINE SHELF ON KV SHELF SUPPORTS PLAM DOOR W/ CONCEALED HINGES - PLAM ALL EDGES, TYP CABINET INTERIOR OF LOW PRESSURE LAMINATE (WHITE MALAMINE) WIRE PULLS, TYP GWB (BASE NOT SHOWN CUT 2412 'ND TREAD (FIN FLOORING NOT SHOWN FOR CLARITY) CUT 246 WD RISER I6d COMMON 0 6'06. CONSTR ADHESIVE ND BEVEL SIDING FILLER CUT 2412 WD STRINGER/ LEDGER o WALL 144 WD SPACER O GWB PARTITION ® AL JAMB SCALE: 3"=1' -O" O 8 TYP CURTAIN BOARD SCALE: I 1 /2 -0" ()DETAIL ® AL WINDOW SILL SCALE: 3" =I' -0" 6 1 ° CABINET OVER REFR I� SCALE: 3/4"=1' -O" LINE OF GWB SILL BELOW R -I3 BATT INSUL GWB ON MTL STUDS MTL EDGE 4 CONT SEALANT LINE OF ALUMINUM SILL BELOW EXISTING ALUMINUM WINDOW SYSTEM WOOD ROOF DECK EXIST BLANKET INSUL EXIST STL GIRDER OR JOIST EXIST 15/6" MTL RUNNER TRACK, TOP 4 BOT I/2" OWES ON 1 5/6" MTL STUDS 0 24 "oc MIL EDGE EXISTING ALUMINUM WINDOW SYSTEM CONY SEALANT EXT OD FINISH PLYWD FINISH TO MATCH GPO MTL EDGES AT FRAME AND OUTSIDE CORNER 611B OVER MTL STUDS 0 24" O.G. R -I5 BATT INSUL, TYP EXIST BLDG SHELL PLAN DOOR W/ CONCEALED HINGES - PLAM ALL EDGES, TYP CABINET INTERIOR OF LOW PRESSURE LAMINATE (WHITE MALAMINE) WIRE PULLS, TYP FOLD PEW ANGLE 2%2X3.16 TO BOTTOM CHORD OF JOIST SHOWN AND TOP CHOW OF ADJACENT JOIST 00' -0' MAX O.G. STEEL BAR JOIST 2 ROWS 46 SCREWS 024' 04. IS GAUGE TRACK MTL EDGE STEEL BAR JOIST 2 -I6d SINKERS - 0 EA 230 () CONNECTION TO JOIST AND STIFFENER SCALE: CONC WALL PANEL 614113 SILL BELOW B GW EA SIDE OF WD OR MTL STUDS SEE WALL TYPES ATTACH STUD TO n II ACOUSTICAL ACOUS TAPE BREAK MTL -PNT TO MATCH WALL AL WINDOW SYSTEM WALL ® AL WINDOW MULL SCALE. 3"=1' -0" LOW WALL CAP SCALE: 3" = i' -0" MTL DOOR JAMB (HEAD SIMILAR) °THRESHOLD SCALE: 3 " =1' -O" SCALE: I I/2"=1 -0" 2'- TYP BASE CABINET SCALE: 3/4" =1' -O ' PLYWOOD STIFFENER MTL EDGE 16 GAUGE TRACK STEEL BAR JOIST FINISH PER ARCH FINISH PER ARCH 2z WD NAILER PRI 5/66 WOOD CAP RAIL W 3/0' CHAMFER EDGE ON TOP, GLUE 4 NAIL TO NAILER PNT 1/2512' WOOD CACTUS, TYP BOTH SIDES, PT MTL TOP RIMIER TRACK GAB EA SIDE OF Y OR MTL SUES, SEE NALL TYPES TS36 SIPPORT WHERE INDICATED ON PLAN SEE 21 /A4.I SEE DET 2T /A4.I FOR BASE OF WALL 6440 MTL STUD WALL PER MANUFACTURER'S SPECIFICATIONS DOOR AS SCHEDULED PLAN COUNTER 6 BACKSPLASH DRAWER ON FULL EXTENSION GLIDES WIRE PULLS, TYP MELAMINE SHELF ON KV SHELF SUPPORTS PLAM DOOR W/ CONCEALED HINGES - PLAN ALL EDGES, TYP CABINET INTERIOR OF LOW PRESSURE LAMINATE (WHITE MALAMINE) RB, TYP INS EXTERIOR ° SINK CABINET 8 SCALE: 3/4 -0" MTL TOP TOP PLATE UNN RER TRACK OR ND SUSP ACP CL6 618 ONE SIDE OF 511.05 TO 6' ABOVE FIN C EILING 6' MR OR 2x6 HD FRAMING AT Ib'OC SOLID BLKO 50UND BATT INSULATION 6006 CEILING GPO EA SIDE OF MTL OR WO SM15 -SEE WALL TYPES ® CEILING ® TOILET ROOM SCALE: 1 1/ -O" DOOR SEE SCHEOI LE RUBBER TRANSITION AS REG FINISH FLOORING AS SCHEDULED CON& SIBFLOOR TON AL DOOR - EXISTING MTL THRESHOLD - EXISTING NOTE: REVISE TO ACCEPT NEW CARPET CONC. SUBFLOOR PLAN COUNTER 4 BACKSPLASH FIXED PANEL WIRE PULLS, TYP SINK PLAM DOOR W/ ' CONGEALED HINGES - PLAM ALL EDGES, TYP CABINET INTERIOR OF LOW PRESSURE LAMINATE (WHITE MALAMINE) RB, TYP gECEIVED °ITV OF TUNWILA MM 1 8 1999 PERMIT CENTER SYr lhes s A r c h i t e c t s O 2058 -041lh Avenue NE, elle 202 Balena, We4114044 60005 Phew (625) 048 FAX: (425) 885 -5200 OPUS. GLACIER CASCADE BUSINESS CENTER CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING A TU WILLA, TASHINGTON rot PERMIT DETAILS OS - IS -99 PRO.ECTxo, 11016.11.01.01 REGISTE,H:/ (ENSUES CRAY., on APPROVED RY SEE FOOTING SCHEDULE FOR SIZE & REINFORCING 10d 0 4 "o.c. TO POST 2x6 STUD POST PER PLAN µ C646 COL. BASE w/2— M.B. E) CONC. SLAB REPAIR AS REQUIRED) 0' -01 #4x ' -6" SI 18 "c.c. w /EPDXY TO EXISTING SLAB (EMBED 6 ") SCALE: 3/4"—V-0" FINISH PER ARCH. POST PER PLAN SECTION A -1.0 To" CDX PLYWOOD (PLYWOOD ON FAR SIDE OF STUDS AT SIM. SECTION) STUD WALL PER PLAN U � �g o I1- �Illi (0 #4x ' -6" 0 1les.c. w /EPDXY TO EXISTING SLAB (EMBED 6 ") (E) CONC. SLAB (REPAIR AS REQUIRED) 1 -111 1 111 SEE FOOTING SCHEDULE FOR SIZE & REINFORCING (NO NEW FOOTING AT SIM. SECTION) SECTION D -1.0 SCALE: 44 " =1' -0" 6 -8d TOENAILS 2x4 PLATE w/ RA "0 EXP. BOLT EACH SIDE OF POST (EMBED 2Y" MIN.) I I��I ICI I- 'h" CDX PLYWOOD, ONE SIDE w /10d COMMON NAILS (.148 "0x 2 1" MIN. LENGTH) SPACING PER SECTIONS B -3.0, G -3.0 & J -3.0 (NO PLYWOOD REVD AT SECTION B -1.0 SIM.) SECTION B -1.0 SCALE: 3/4"= V-0" II I ��1 III PROVIDE 2x6 BLOCKING (ON EDGE) 0 ALL PLYWOOD EDGES SHEATHING PER ARCH. Ye "0 EXP. BOLT SI 2 6" (EMBED 2 3/4" MIN.) SLAB PER ORIGINAL CONSTRUCTION DWG's Nq-01 (E) P.C. PANEL 2x6 STUD /3/4 "0 EXP. BOLT SI 2'- 6"o.c. (EMBED 2 %" MIN.) Ve" CDX PLYWOOD (PLYWOOD ON FAR SIDE AT SIM. SECT.) STUD PER PLAN 10 -0 1 (E) CONC. SLAB (E) CONT. FOOTING Il ,111 SECTION C -1.0 SCALE: 34 " =1' -0" GENERAL NOTES CONTINUED: TRUSSES: TRUSSES ARETO BE TI'S AS MANUFACTURED BY TRUS JOIST CORPORATION. TD'S SHALL BE MANUFACTURED DI ACCORDANCE WITH THB COUNCIL OF AMERICAN BUILDING OFFICIALS EVALUATION REPORT #NER -200. ALTERNATE TRUSSES ACCEPTED PROVIDED AN ICBO REPORT IS SUBMITTED WITH THE BID. TRUSS FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AND BLOCKING, BOTH PERMANENT AND ERECTION. DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING: FLOOR TRUSSES ....... .........................LOADING — TOP CHORE..........50 PSF L.L. PLUS 20 PSF PARTITION LOAD PLUS 9 PSF D.L. FLOOR TRUSSES . DEFLECTION — LIVE LOAD .............L/480 [NOTE: TOP CHORDS TO BE DOUGLAS FIR SPECIES] IRUSS SUPPLIERS NOTE : THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF TRUSS MANUFACTURER'S UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO SUBMIT WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR BID. W A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OP THE OWNER, ARCHITECT AND ENGINEER. IT IS THE RESPONSIBILITY mina E GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BENOTED IN THE TRUSS MANUFACTURER'S BID WISETHERORNOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. TRUSS SHOP DRAWINGS WELL NOT BE REVIEWED WITHOUT CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER. INSPECTIONS: A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO =BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND TEE ARCHITECT BY TIE; TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS AMMAN; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. FOUNDATION — SOILS ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTINGS. AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT CONCRETE AND RBBARAS FOLLOWS. CONCRETE — INSPECT REBARPLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POUR, Bur NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WAILS. TEST ONE CYLINDER AT'DAYS. TEST REMAINING CYLINDERS AT 28 DAYS. SLUMP, AIR CONTENT AND CYLINDERS PER UBC SECTION 1905.6. SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALL FIELD WELDING, HIGH STRENGTH BOLTING, AND EXPANSION BOLT INSTALLATION AS REQUIRED BY UBC SECTION 1701.5. SHOP DRAWINGS: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING OP REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS SUCH. 1) REINFORCING STEEL a)eb¢ctsnl conmete elements i.e. beams, walls, col, figs, etc, 2) STRUCTURAL STEEL ITEMS 4) PLYWOOD WEB TRUSSES THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION OP DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARENOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF ALICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE STRUCTURAL ENGINEER FORA CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OFTHB STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ONARCHTTECTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPIES; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. SPECIAL CONDITIONS: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. MECHANICAL, FIRE PROTECTION AND ELECTRICAL SYSTEMS: IT SHALL BE THE GENERAL CONTRACTOR AND/OR SUB - CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK THIS SHALL, INCLUDE THE DESIGN OP THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OP THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. f = 3000 psi FOR FOOTINGS GENERAL NOTES CODE: UNIFORM BUILDING CODE, 1997 EDITION LIVE LOADS: FLOOR ......... .............................50 PSF OFFICE WIND ............ .............................80 MPH ZONE. EXPOSURE "B" SEISMIC. .ZONE HI FOUNDATIONS: SOIL BEARING CAPACITY EQUALS 2500 PEP PERTOIE ORIGINAL CONSTRUCTION DRAWINGS. SOILS ENGINEER TO VERIFY IN FIELD. ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR SOIL COMPACTED TO 95% MODIFIED PROCTOR PER ASTM D -1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRETE: ALL CONCRETE SHALL BE STONE - AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: CONCRETE IN ALL EXTERIOR SLABS TO BE AIR ENTRAINED 6% PLUS OR MINUS 1 %. CONCRETE SUBMITTALS SHALL CONFORM TO SECTION 1905 OF THE IBC. MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 315.95, PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITHA MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. GROUT FOR COLUMN BASES SHALL BE "EMBECO" MASTER FLOW 5713 BY MASTER BUILDERS, INC. OR APPROVED EQUAL. EPDXY: EPDXY FOR FASTENING ANCHOR BOLTS AND REPAR INTO EXISTING CONCRETE TO BE HIT HY150 INJECTION ADHESIVE AS MANUFACTURED BY HILT'. ANCHOR BOLTS AND REBAR TO BE INSTALLED IN DRILLED HOLES PREPARED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND ICBO REPORT #5193. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615- 82(31). ALL REINFORCING SHALL BE GRADE 60(Fy =60,000 psi; Fs.. 24,000 psi. LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1 BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. MINIMUM LAP SPLICE LENGTHS BAR SIZE fo=3000 #4 29" 65 36" #6 43" THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH ........................................................ .............................3" EARTH FACE 5) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) #6 THROUGH #18 BARS ........................... .............................2 55 BARS & SMALLER .................................. ..........................1 -12" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS & JOIST - #11 BAR & SMALLER.. 3/4" BEAMS & COLUMNS .................................. ........................._1 -12" STRUCTURAL STEEL: TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (Fy = 46,000 psi), STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36, (Fy= 36,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS, WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WILDS TO BE IN ACCORDANCE WITHAWS D1.I -96 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS. MACHINE BOLTS TO DE A307; HIGH STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325N; EXPANSION BOLTS INTO CONCRETE SHALL BE HILT' "KWIC BOLTS -I" (MANUFACTURED AND INSTALLED PERICBO REPORT 54627 DATED JULY 1996) OR APPROVED EQUAL. FRAMING LUMBER: BASE VALUES 2X 6 STUDS ........................................ OF.# 2........... .............................Fb -875 psi 4X LEDGER. S ............ .........................D.F. Fb -875 psi LUMBER NOT NOTED SHALL BE D.P. #2 OR BETTER ALL GRADES SHALL CONFORM TO WWPA WESTERN LUMBER GRADING RULES — 1991 EDITION. ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER ALL LUMBER WHICH SPLITS WHEN BOLTING OR NAILING, SHALL BE DISCARDED & REPLACED WITH SOLID LUMBER GEC-LAMINATED WOOD MEMBERS: CONDITIONS OF SERVICE -DRY CONDITION PRESERVATIVE TREATMENT- UNTREATED WOOD. APPEARANCE - APPEARANCE OF MEMBERS SHALL BE INDUSTRIAL GRADE. PROTECTION - UNLESS OTHERWISE SPECIFIED, A COAT OF END SEALER SHALL BE APPLIED TO THE ENDS OF ALL MEMBERS AS SOON AS PRACTICABLE AFTER END TRIMMING. SURFACES OF MEMBERS NEED NOT BE SEALED. MEMBISIMSHALL BE -LOAD WRAPPED. QUALITY MARKS AND CERTIFICATES - MEMBERS SHALL BE MARKED WITH THE AMERICAN WOOD SYSTEMS APA -EWS TRADEMARK INDICATING CONFORMANCE WITH THE MANUFACTURING, QUALITY ASSURANCE AND MARKING PROVISIONS OF ANSI STANDARD A190.1. I)GLU -LAM BEAMS & GIRDERS MANUFACTURE - MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH AMERICAN NATIONAL STANDARD ANSI AI901 -1983, STRUCTURAL GLUED LAMINATED TIMBER, STRESS VALUES - THE GLUED LAMINATED TIMBER MEMBERS FURNISHED SHALL PROVIDE STRESS VALUES THAT MEET OR EXCEED THE FOLLOWING: (24F -V4 AT SIMPLE SPAN BEAMS, 24F -VS AT CANTILEVERED BEAMS) BENDING, Fb 2400 pal HORIZONTAL SHEAR, Fv 165 psi COMPRESSION P ERPENDIC` LAR TO GRAIN Fs (tension Dee) 650 psi Fc (compression Tate) 650 550 MODULUS OF ELASTICITY, E 1800 ksi PLYWOOD: FLOOR SHEATHING.....23/32 APA RATED STURD-I-FLOOR, T & G W/EXTERIOR GLUE OR APA APPROVED EQUAL ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. I. 83, NAILING SHALL BE AS INDICATED ON PLAN. (GENERAL, NOTES CONTINUED ABOVE LEFT) CIN EG IABE IA MAY 18 1999 PERMIT CENTER AM AEI SHUTLER Mil■ •® CONSULTING ®®® ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 OPUS® GLACIER CASCADE BUSINESS CENTER ©I999 All l{oUS r rued. 'r Bert of thle r dd Ent mey ba r praduaed. ¢y form r by t Itha¢L co ceAO on An eltln{ I eam 9huUer oueullt¢g 5 -13 -99 PERMIT SET ISSUE NO. DAT 110SOSE ran: PERMIT /CONSTRUCTION Ion FOUNDATION SECTIONS GENERAL NOTES 1EC OH EWED or Dnlg. 5 -13 -99 3:1:00T Na: 99 -36 1 OF 3 DRAWN El, S -1.0 CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING 'A' TUKWILA, WASHINGTON 9M0' 0- E5- 1H6 \O- IS- IHS \IMOO \9E \66 \')1 930 Ih 2p 'S0 66 /EI /GU FLOOR DIAPHRAGM NAILING DIAGRAM MARK NAILING BLOCKING O 6 "o.c. ALL NONE SUPPORTED EDGES 4 - #5 E.W., 5" CLEAR OF BOTTOM �\ 6 "o.c. ALL EDGES 3x4 FLAT j � j 3 " o.c. ALL EDGES 3x4 FLAT FOOTING SCHEDULE MARK SIZE REINFORCEMENT F3.0 3'- 0 "x3'- 0 "x0' -10" 3 - #5 E.W., 5" CLEAR OF BOTTOM 4 - #5 E.W., 5" CLEAR OF BOTTOM lA�kDrl 1 ® u �4 B -1.0 PI NJ (N)F3.0 H )F3.0 (E) F4.0 I (E) F4.0 -5' -C (E)5 P.C. PANEL ( -5' -0 4 n (E) 5 f N , 595 "0 wo FIN w,t FIN WALL WALL 40' -3 %" 14' -1 Ole" PARTIAL FOUNDATION PLAN N SCALE: 1/8" = 1' -0" NOTES: 1) DIMENSIONS SHOWN TO EXISTING STRUCTURE ARE AS INDICATED ON THE ORIGINAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL FIELD VERIFY AS REQUIRED. 2) CONTRACTOR & SUBCONTRACTOR SHALL FIELD VERIFY ALL REVD DIMENSIONS PRIOR TO FABRICATING ANY STRUCTURAL MEMBERS. 3) SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. COLUMN FACE OF P,C, PANEL BEYOND CCONY. FTG. ) NOTES: 1) ALL NAILS TO BE 10d COMMON (.148 "0x2 3'e" MINIMUM LENGTH). 2) NAILS TO BE SPACED 0 10"o.c. AT INTERMEDIATE FRAMING. 3) PROVIDE 2 ROWS 10d 0 6 "o.c. AT ALL DIAPHRAGM BOUNDARIES. CMST12x38' -6" w/2 ROWS 10d ® 3 V2 " 0.c. WITHIN 9' -0" OF EACH END & 2 ROWS l0d 0 7 "o.c. ELSEWHERE DAP 4" MAX. INTO PLYWD.) PROVIDE 3x4 FLAT BLOCKING BENEATH PLYWOOD 0 STRAP) 4x6 DF#2 LEDGER (TYP. U.N.O.) BEAM AS REVD FOR STAIR SUPPORT DESIGNED BY OTHERS DIAPHRAGM NAILING DIAGRAM SCALE: 1 " =20' 14'- 1'414" 5Va x13V2 GL 3'/e x10 GLB HU212 -2 MINIMUM 40 -3 %" FACE OF P.C. PANEL BEYOND 1 T5 °TJI /PRO 11 /I "TJI /PR0350 C © 12'0.0. OR ,' 14"TJI /PRO350 3 -3.0 0 16 o.c. L U - r MEZZANINE FRAMING PLAN SCALE: 1/8" = 1' -0" NOTES: 1) TOP OF MEZZANINE FLOOR FRAMING (BOTTOM OF PLYWOOD) ELEVATION IS 11' -111 " ABOVE EXISTING FINISHED FLOOR SLAB. 2) NAIL PLYWOOD PER NAILING SCHEDULE THIS SHEET. 3) NAIL & GLUE ALL PLYWOOD TO FRAMING. 4) ALL DIMENSIONS SHOWN TO EXISTING STRUCTURE ARE AS INDICATED ON THE ORIGINAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL FIELD VERIFY AS REQUIRED. 5) CONTRACTOR & SUBCONTRACTOR SHALL FIELD VERIFY ALL REQUIRED DIMENSIONS PRIOR TO FABRICATING ANY STRUC- TURAL MEMBERS. 6) SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN, COLUMN ill t " 1 i 't Il J UIJ 9 1,399 cm oFn MAY 1 8 1999 ®a® SHUTLER ei= CONSULTING — ENGINEERS Inc. 12505 Bel -Red Road, Suite 100 Bellevue, Washington 88005 (425)450 -4075 FAX: (425)450 -4078 %\ OPUS GLACIER CASCADE BUSINESS CENTER ©1999 h; do "ruse. a part e doo no may b wit u out I C Consulting in writing Inn er engine r", n 5 - 13 - 99 PERMIT SET ISSUE NO. EN. ITEM CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING 'A' TUKWILA, WASHINGTON RELEASE FOR: PERMIT /CONSTRUCTION PARTIAL FOUNDATION PLAN MEZZANINE FRAMING PLAN ENGINEER CH OR00 sr. RENEWED Ro O Or. 000. 5 - 13 - 90 PROJECT NOT 99 - 36 S -2.0 2 OF 3 6M0' O ZS 1HS \0 Z5- 111S \ MOO \9E \66 \'9 630 ZE:96 '80 66/El/90 WALL ABOVE PER ARCH. 2 ROWS 10d ® 6 "o. FINISH PER ARCH. WEB STIFFENER & HANGER BY JOIST MFR. (TYP.) JOIST PER PLAN (JOIST ROTATED 90" AT SIM. SECT.) GLB PER PLAN (NO GLB AT SIM. SECTION) •Ya" T &G PLYWOOD GLB PER PLAN 2x6 STUD POST PER PLAN SECTION A -3.0 SCALE: Tx" =1' -0" GLB & STRAP SCALE: 3/4" =1' -0" Ye" T &G PLYWOOD JI PER PLAN GLB ® SIM. SECT.) JI BLOCKING ANEL ® 48 "0.0. TUD WALL ER PLAN STRAP PER PLAN (NO STRAP AT SIM. SECT.) Ya T &G PLYWOOD JOIST PER PLAN SLR PER PLAN SECTION F -3.0 STRAP PER PLAN B -3. ECCS Ve -4 /6 -•Y "0 M.B. (REQUIRED AT SIM. SECT. ONLY) SECTION L -3.0 SCALE: 3/4"=1' -0" TJI PER PLAN (GLB AT SIM. SECT.) TJI PER PLAN STUD WALL PER PLAN DOUBLE 2x6 TOP PLATE " CDX PLYWOOD STRAP PER PLAN 10d ® 6 "o.c. Vx" CDX PLYWOOD BLOCK ALL EDGES & NAIL /10d ® 4"0.0. EDGES, 12 "o.c. FIELD STRAP PER PLAN SHEATHING PER PLAN SHEATHING PER ARCH. STRAP PER PLAN BLOCKING AT STRAP PER PLAN TJI PER PLAN SCALE: 3/4"=1'-0" SCALE: 411".--1'-0" SCALE: 3/4" =1' -0" STUD WALL PER ARCH. ' TAG PLYWOOD TJI BLOCKING PANEL 3 -16d PER BLKG PANEL (4 -16d WHERE JOISTS ARE SPACED AT GREATER THAN 16 "0.0.) SPLICE TOP PLATES WITH 12 -16d SINKER NAILS TJI PER PLAN (ALIGN WITH STUDS) FINISH PER ARCH. STUD WALL PER PLAN SECTION B -3.0 TJI BLOCKING PANEL TJI PER PLAN SECTION G -3.0 SECTION M -3.0 5 -16d PER BLOCKING PANEL (STAGGER) Ye" CDX PLYWOOD BLOCK ALL EDGES & NAIL w /10d ® 4 "o.c. EDGES, 12 "0.0. FIELD a" T &G PLYWOOD GLB PER PLAN INSTALL 2x6 FLAT TO EA. SIDE OF GLB AT SUPPORT w /6- 16d SINKERS TO GLB POST PER PLAN FINISH PER ARCH. 1/e "0 EXP. BOLT (EMBED 5" MIN.) 1/4 "0 EXP. BOLT WITH 4" EMBED AT 51/4 " WALLS) (E) P.C. PANEL SECTION C -3.0 SCALE: 3/4 "=1 lOd ®6 "o.c. SCALE: 3/4 -0" Del -on I SIMPSON ST2215 STRAP UNDER PLYWD, OVER TRUSSES WITHIN 7' -0" OF WALL w/10-10d COMMON NAILS MINIMUM EACH END 3/4 T &G PLYWOOD LTT20B STRAP w /10 -10d NAILS ® 46 "0.0. 3x4 FLAT BLKG AT STRAPS TJI PER PLAN (TYP.) 4x6 LEDGER w/ "0 EXP. BOLT A 48 "o.c.(EMBED 4" MINIMUM) FINISH PER ARCH. WALL ABOVE PER ARCH. STRAP PER PLAN TAG PLYWOOD TJI PER PLAN WEB STIFFENER & HANGER BY TRUSS MFR. GLB PER PLAN SECTION H -3.0 NOTE: 3x4 BLOCKING TO BE AT PLYWOOD PANEL JOINTS 44 "6 EXP. BOLT ( EMBED 5" MIN. (E) P.C. PANEL FINISH PER ARCH SECTION D -3.0 SCALE: 04" =1' -0" SCALE: 3/4"-V-0" 2 ROWS 10d A 6 "o.c. LTTI31 STRAP w /18- 10d NAILS AT EVERY OTHER JOIST T &G PLYWOOD TJI PER PLAN WEB STIFFENER & HANGER BY TRUSS MANUFACTURER 4x14 LEDGER w /1 "o EXP. BOLTS ® 24 "0.0. (EMBED 4 MIN.) 2x4 NAILED TO EACH JOIST w/ 2 -10d TOP & BOTTOM OF JOIST Od 0 6"o.0. TJI BLKG PANEL 3/4" TAG PLYWOOD 2 -16d PER BLOCKING PANEL TJI PER PLAN 10d 6 6"o.c. Vi " CDX PLYWOOD BLOCK ALL EDGES & NAIL w /10d 8"o.c. EDGES & 12 "0.0. FIELD STUD WALL PER PLAN SECTION J -3.0 10d A 6"o.c. SHEATHING PER PLAN STUD WALL PER PLAN SHEATHING PER ARCH. SECTION K -3.0 SCALE: 3/4 " =1' -0" TJI BLOCKING PANEL 3 -16d PER BLOCKING PANEL (STAGGER) PER PLAN ,r6v, y ry99 RECEIVED CITY OF TUHWeA MAY 1 8 19 PERMIT CENTER SHUTLER _• ® CONSULTING ® VIM MI ENGINEERS Inc. 12509 Bel -Red Reed, Suite 100 Bellevue, Wexhln @ton 98005 (425)450 -4076 FAX: (425)450 -4076 /1 OPUS. GLACIER CASCADE BUSINESS CENTER ©1998 al tl nure wog. eo opnm TJI lhie naa or by a - .Inoue E rmi or in any i Sheller Cannoning Engineers, Inn 5 - 13 - 99 PERMIT SET ISSUE NO. DAIE ITEM CULLIGAN WATER TENANT IMPROVEMENTS CASCADE BUILDING 'A' TUKWILA, WASHINGTON ran: PERMIT /CONSTRUCTION RILE: MEZZANINE FRAMING SECTIONS ENGINEER, CH DRAWN BR: REVIEWED BY. 0011, 5 - 13--99 APPROVED er, PROJECT NO.. 99 - S -3.0 3 OF 3 900' 0- CS- I11S \O'ES- 1HS \9M00 \9E \66\ TI 930 56 :80 :60 66 /EI /50