Loading...
HomeMy WebLinkAboutPermit D99-0267 - Metropolitan - ShellMetropolitan THIS CERTIFICATE ISSUED PU Rtit1ANT TO THE { REOUIREr1EN fS ": OF SECTION 109 OF THE UNIFORM BUILDING CODE vF.CERTIFYING , THAT., AT THE TIME , ,OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCEr,WITH TE EeVARIOUS'ORDINANCES OF` THE CITY REGULATING BUILDING CONSTRUCTION OR USE' FOR THE FOLLOWING Occupant: METROPOLITAN :Permit. Nca: <:Q .9 -0261 B u i l d i n g Address ..18404 ..CASCADE AV - S .. Occupan L• ` Load Type._of C ns : O ccupancy: OFFICE Occupancy Group' 'S�:.1 ,- .._ . 4Y . CERTIFICATE OF OCCUPANCY. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD,: SUITE 100 TUKWILA, WASHINGTON 98188 THIS CERTIFICATE MUST BE ;CONSPICUOLISLY POSTED .ON :THE PREMISES ai 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 -0020 Address: 18404 CASCADE AV S Suite No: Location: SUITE 140 Category: AOFF Type: DEVPERM Zoning: Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: Water: KENT Wetlands: Contractor License No: OPUSNLL050J5 Signature._ Print Name: VC 1 SH/4 - Permit No: Status: Issued: Expires: D99 -0267 ISSUED 08/31/1999 02/27/2000 Occupancy: OFFICE UBC: 1997 Fire Protection: SPRINKLERED .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: OCCUPANT METROPOLITAN Phone: 18404 CASCADE AV S, TUKWILA, WA 98188 OWNER ESTATE OF JAMES CAMPBELL Phone: (206)872 -4680 C/O COLLIERS INTERNATIONAL, 20206 72ND AVE S, KENT WA 98032 CONTACT RANDY BROWN Phone: 425 - 869 -1946 7353 130 AV NE, BELLEVUE, WA 98005 CONTRACTOR OPUS NORTHWEST L L C Phone: 425 - 453 -4100 200 112 AV NE STE 205, BELLEVUE WA 98004 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: TENANT IMPROVEMENT TO EXISTING SHELL. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 82,310.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,447.84 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or riot. 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 it. Date: 3/ • This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned For a period of 180 days from the last inspection. Address: 18404 CASCADE AV S Suite.: Tenant: Type: DEVPERM Parcel #: 788890 -0020 CITY OF TUKWILA Permit No: D99-',067 Status: ISSUED Applied:. 08/03/1999 Issued: 08/31/1999 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit'' Bondi t i ons: 1. No changes will be made to the plans unless approved by the Engineer and. the Tukwila, Building- °Div.ision. 2?. All permits, inspection : records , and- 'apprfoved plans shall be available at the job . s ite prior to the start of., any con- struction. These /documents; are to be ` mai ntai vied and avail- able until f i na — ,inspection• approval; i s granted.- L Electrical permits shall' be;' obtai`ned'' through the Washington State Division of and Industries and a- ll,'electri.`cal ' work will . be', i nspected by that agency '024 - 6630)'. , .Plumbing !permits `sisal l tie obtai,ned through`' the Seattle -Kiang County ,Department of.:, Public Hea 1'th Plumbing ,will be. A: inspected by that agency;. ' i n c l u d i n g all gas piping (296-4722): 5 All mechanical work shall be under separate permit issued the C1'y of 'Tukwila. 6 . `All , { construction to he done in conformance with approved.., p l ansi and requirement's o f the Uniform ` B u i l d i n g Code ,;.(1997. Edition) as amended Uniform,' Mechanical` -Code (1997 Edition), and: Washington State Energy '.Code' (199.7 Edition) . 7. Validity of.: Permit. ' The issuance.. of ; a 'permit or approval plans, speci ficat; ons, and Computations shall not be con-' strue;d to be a:. permit' for,,or`'an approval ;'of, any violation of any of : ;the provis'i ' oF the;. building code, or of any ' other+ : ordi nance. of the jurisdiction No permit presuming t 'give'; a'Utho.ri t y to violate or cancel , tke` provis i ons ''o of this code 'shall,: bevalid. 8. VENTILATION IS REQUIRED FOR ALL ; NEW'. ROOMS ;AND.,�SPACES OF NEW' OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND,: THE WASHINGTON STATE VENTILATION ,AND INDOOR AIR' QUALITY CODE, ;, CHAPTER 51 -13 WAC . ' ` 9. A CERTIFICATE OF''' OCCUPANCY WILL BE REQUIRED FOR ,.THIS PERMIT. 10. There shall be no occupancy of the building(s) until the final inspection has been completed bye ;the Tukwila:; Bui lding Inspector. Project Name/Tenant: I`�E - 1 2- bP 1_LTA Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel ❑ Office ❑ SchooVCollege /University ❑ Other lue of Constructfo � , Site Address: City State /Zip: 1 8 40e S . C SC LADE. A \J . " ∎k.1,11u A cfBI FE Tax P c r — 1 b- 0:fn Property Owner: CAPE)c - N - 1 Th JE - 7 Phone: 4ac - c - 41 Street Address: a 15 - I I �rH /4G 1 City State /Zi , Ida I F∎A r pit : Fax #: 4?c, - '‘1C,� - 1117 Contractor: O pis ` 1 Phone : /I _AG l 6O Street Address: 1ID- 11�3 /� City State /Zip: ,P�rlIrii -0 1 Fax #: - - I'llZ Architect: S - 4ESIS L HI TATS Phone: '47c2 - 9,Ufk - kg4(D Street Address: City State /Zi 2. , 1 Ps\i Nt, . S 76Z g ll )ERR Fax #: 12 9) — Q)R - l.0? OP) Engineer: Giu 1 . ( ) (�4 T t'�I ( Phone: l Z5 - - `�� Street Add ress: City S /Zip: I Z�n� 1 1 1.p ST: vi.) DI � Fax #: 1.L _ ` I - e ` I Ca Contact Person: �,� `n � � ^�� j� IJ 1�U Phone: Z � � - 1Ct4Lp "T Street Address: 7 1 �h �P 1\\e . City State/Zip: (fJ , lc Fax # :. g 7 - B (6c - (OZOS Description of work to be done: - 1 - t 1> i 1►vl PVON I ►STD ST1 ICI S LL v I A se. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ MoteVHotel ❑ Office ❑ SchooVCollege /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ,Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel Office ❑ SchooVCollege /University ❑ Other Will there be a change of use? ❑ yes , no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yeso Existing fire protection features: sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: t.. D 0- existing I Area of Construction: (sq. ft.) �p , 8 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK' Permit Center • 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS'SfTE/PIVII..P.LAN REVIEW OF prt]LI;O (Additional reviews may be determine tby.tlie-Publ TH c Works Depaifinent) Curb cut/Access /Sidewalk ❑ Flood Control Zone Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct in Channelization /Striping El ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: El Storm Drainage ❑ Street Use El Water Meter /Exempt #: Size(s) ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s): ❑ Miscellaneous C'I'PERMIT.1)OC 1/29/97 Est. quantity: ❑ Hauling El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is Issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dalollc q Date Ilcation expires: App jIo taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTH RIZED AGENT: Signature: . .o: V .. - 3- Date: q % b 90) Fax it .. Print name: AA 0 , ..0 Acl j O-ivx -14-t 5 1% 4"' _' J '" `� - ) OitAa kk t Wit City /State /Zip c) �CX7 ALL COMMERCIAUMULTI -1ILY TENANT IMPROVEMENT /A RATION PERMIT APPLICATIONS MMT BE SUBMITTED WITH THE FO WING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D. ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ El Metro: Non- Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) A. North arrow and scale ,2: Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements X Parking Analysis of existing and proposed capacity; proposed stalls with dimensions Location of driveways, parking, loading & service areas ❑ ❑ Recycle collection location and area calculations (change of use only) 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). Floor plan: show location of tenant space with proposed use of each room labeled ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License, If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. 'I'I'I:I∎AIll.I)( 1(' I /29/97 f`. ... ��K+ S• i',> �Fi,' rst 7;:tz•anr > � Il * * * * * ** C************* * *k1�f ****** *** ******* C** **** * ** * ** ******* ** CITY OF TUKWILA, WA -C TRANSMIT * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT:. Number: R98OO139 Amount: 879.25 08/31/99 10:13 Payment Method: CHECK Notation: OPUS NW Init: TLB Permit No: D99 -0267 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 788890 -0020 Site Address: 18404 CASCADE AV S Location: SUITE 140 Total Fees: 1,447.84 This Payment 879.25 Total ALL Pmts: 1,447.84 Balance: .00 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 874.75 000/386.904 STATE BUILDING SURCHARGE 4.50 6463 09/01 9717 TOTAL P 7)0 t: /6dtz Ty of pection: c drgs� / 6 "/ % (' J ‘pecia! Date c I led: /Q (' ! / , ! ructions: Date wanted: `O /•,/� (�, Requester: Phone: /rV 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 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Ck I Date: 97Q 5 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: r Date: Project: �� fi� � l Type of Inspection t Add r Lp + c SC a I r� Gl0 Date called: /(� �/ Special instructions: VI I�(9�tewanted: / ra� � If a.m. p.m. Requester: � Ce a ,,,t- ref c —,........ h P e� — -s -" l l L2I INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. COMMENTS: // 1 $47.0 INSPECTION FE , EQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: etirj / /)-7.2 Receipt No: Date: f +! . PERMIT NO. -(72 (206)431 -3670 Corrections required prior to approval. Date: C 1 P c %) /„(_ � . j Type of l eCtio i (/(�� Ad�r ss• �'" Date died: ed: Sp ial ins uctions� „�, ` � (� a /J� /40247 ,X (! ' " Date wanted: 7 �} n / I p.m. Requester: Phone: .14?3 2 13 74, 426 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 l °9 proved per applicable codes. PERMIT NO. (206)431 -3670 COMMENTS: / G6/(4-2 1 s c_ a / 1. t ) e Corrections required prior to approval. El $47.00 REINSPECTI � EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: \t t V Type of Inspection: •s A ft-g L/ c456 4 i Date called:, q /i9 S ecial instructions: 1({ 0 .QrAr (k Date wanted: l( 9 � .. Requester: L 1 , Phon s .— i :: INSPECTION)O. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. PERMIT NO. (206)431 -3670 COMMENTS: S t,1S P6,1 @4. (L (JA•�1 Pk cue- A (AA. fed(' Insp 409 Corrections required prior to approval. Q $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: p `� � W t . v /J Type of Inspe q: f �(x_K Addre s L i o t Date called i //6 qq —, Special instructions: / 4k6 Date wanted: a.m. Date 1 � / /q p.m. Requester: , Th lr , Phone:4 ^ � � 5 49 r2. INSPECTION NO. 0 Approved per applicable codes. rr INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 P ERMIT NO.� • Th Gt t (TY (206)431 -3670 Corrections required prior : to approval. COMMENTS: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 3 Project: ���� >YPe of Inspec yy�► KSU�� " • /l�r Addr � ss: ss: � 6 5 ccrc� Date called: 9 / � Dat wanted: � ) a.m. ariV pecial Instruc ons. .� ->*y� Requester: ci1.' V Phone: ` o J • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 4; PERMIT NO. (206)431 -3670 Approved per applicable codes. C Corrections required prior to approval. COMMENTS: e204 t'A="" �f � /.ccs V64 r7eiV o, $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 0 ' oe /1! ez 4 /4A(f C . 6(j4 e — 7V (�o7cic,C,� 0 /1 c-b 77 F 74 e'c- G y C hrf -/i,t C->.4 %6) St4Q eJ.el-C'S ate called: %0 9q, ,2n bOoor, t,c..'<Ic.CS OiS / fi r X e/,/ F -t w Z QiJ', Requester: 4 ,646e....../ 0 c Phone: ioz, ,'/ .c' 5 7ti,. , 004( cs 01 70 /A.rSeiLiq l - 0 � 0 E cr E. ce 67,z .....1 ° INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 D0104 PERMIT NO. (206)431 -3670 ppro■ed per applicable codes. orrections required prior to approval. Ins •/ Date: 3 / 7 9 $47. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: X Type of 1��ep / � 1 " 4 1 a �' p Adead.e_ e 5D ate called: %0 9q, Special u / I U Saa, ,.. Date wanted: Q j I p.m Requester: 4 ,646e....../ Phone: ° INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 D0104 PERMIT NO. (206)431 -3670 ppro■ed per applicable codes. orrections required prior to approval. Ins •/ Date: 3 / 7 9 $47. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: X Project Name Address V404 . CC c� L 13,,k,». S Retain current inspection schedule Needs shift inspection VOJ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: 'Mac•v., Hood & Duct: Halon: Monitor: Pre -Fire: Permits: �... INALAPP . FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Suite # �Ao 75: tkIZ\n Authorized Signature Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 11 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA TRANSMIT ********************** * a* *******r************************ TRANSMIT Number: R9800119 Amount: 568.59 08/03/99 11:41. F4ynent Method: CHECK Notation: OPUS NW Init: TLB Permit No: D99-0267 Type: DEVPERM DEVELOPMENT PERMIT ; Parcel Na: 788890 -0020 Site Address: 18404 CASCADE AV S Total Fees: 1,447.84 This Payment 568.59 Total ALL Pmts: 568.59 Balance: 879.25 ******************.*************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 568.59 • h: ilk,: t • ',:i���::.'.:r'',..C:3iti: 5580 0 08/04 9717 TOTAL 5€ 8, 59 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 Exterior divided by Wall Area times 100 equals % Glazing 1:1-- _ 044 X 1 00 = I I �/ Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart(over) for qualifications. Enter requirements for each qualifying assembly In the table below. Project Info Project Address Cf\ei p� �. II �f, `� Unl� Date l I \ L. V l N f� For Building DeA fpitlV CITY OF TUKWILA AUG - 3 1999 PERMITCENTER Applicant Name: lY, \, .,-<\ s Applicant Address: -}-I. A ` \ _ ' Applicant Phone: 42F.7 - ._ 4(o ,t.. t) 0 6 t A 1997 Washington State Nonresidential Energy Code Compliance Forms Project Description Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Maximum U- factors Maximum SHGC (or SC) VerticalOverhead Glazing Semi- heated space' Minimum Insulation R•values Roofs Over Semi - Healed Spaces' Notes: '(New Building ❑ Addition 'Refer to Section 1310 for qualifications and requirements i' .I a - . - I - • S. - ?. . a - .III Climate L. ne 1 ■ ENV -SUM Envelope Summ • ry ❑ Alteration ❑ Change of Use First Edition - June 1998 Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTO ❑ Systems Analysis Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U -factor Is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC 2 9.0 Btu/tta•'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 V\JAL_LS I tv U -vJ I tiSJL- ATla1 v.\ \N - C►t 6 AL 0\\ Oct c.A-1 - f..N1 IT OrClift.ODO Project Info Project Address / j / � �� �,, \ _ \ , 11 ^ \* 1. � ' 7( v 1 � 1 Date 0 l let / D Area in ft Allowed x Area For Buildin a_rt�me Use RECEIVED CITY OF TUKWILA AUG - 3 1999 _-- ........ ' . Applicant Name: s\ 4 T - ' c 7 ‘ � Applicant Address: i/ _ \'-1 ih \w._ " Zc T � Fcii. Applicant Phone: 4 . 7 • Q � 1 -- ama �t L D ` Cxs tl cvt) , wp, Location (floor /room no.) Occupancy Description Allowed Watts per ft2 ". Area in ft Allowed x Area 1 S1 Cr 1 114= a 2-. ci Z3 0 ( )1,10 Open Parking '.)1. 1 I`q. --, 0.2 W/ft F4OT[2 VJ A06 -tO • Fj P x.65 z1 ,2, Bldg. (by facade) 0.25 W/f1 M i — -4(o1 ' V_ " From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts ,�1 , 1 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking F4� 1 12 In 1c I0 Open Parking '.)1. 1 I`q. --, 0.2 W/ft F4OT[2 Z -- I 2 Imo} Bldg. (by facade) 0.25 W/f1 M i — -4(o1 ' V_ Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4.144 Location Description Allowed Watts per ft or per If Area In 11 (or If for perimeter) Allowed Watts x tt (or x If) Covered Parking S T (. 0.2 W/ft Open Parking '.)1. 1 I`q. --, 0.2 W/ft Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W/f1 Bldg. (by perim) 7.5 W/If Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Location Fixture Description Number of Fixtures Watts/ Fixture Wafts Proposed S T (. Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts Lighting Sum • LTG -SUM 1997 Washington Slate Nonresidential Energy Code Compliance Forms Project Description 21 Building ❑ Addition ❑ Alteration Compliance Option Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly 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 1997 Washin ton State Nonresidential Ener Code Compliance Form Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) First Edition • June 1998 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the Wattage (Interi default table in the NREC Technical Reference Manual may also be used. Use mfgr listed maximum input wattage. For fixtures with hardwired ballasts only, the Proposed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. • AIM 4111 SHUTLER CONSULTIN, ENGINEERS, Inc. 12503 Bel-Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB METROP L1TAN HARDWOODS SHEET NO. COVER OF CALCULATED BY RSL DATE 07/27/99 CHECKED BY DATE SCALE JOB NUMBER 99-50 STRUCTURAL CALCULATIONS FOR: METROPOLITAN HARDWOODS CASCADE BUILDING "A" GLACIER CASCADE BUSINESS CENTER TUKWILA, WASHINGTON PROPOSED BY: Opus Northwest L.L.C. 915 - 118th Avenue SE Bellevue, Washington 98005 (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: 2-1` E);PI' S 09 12 / RECEIVED CITY OF TUKWILA AUG - 3 1999 PERMIT CENTER 4 1 CODE UNIFORM BUILDING CODE, 1997 Edition ROOF LIVE LOAD 25 PSF SNOW LOAD FLOOR LIVE LOAD.. 50 PSF PLUS 20 PSF PARTITION LOAD, OFFICE WIND LOAD 80 MPH ZONE, EXPOSURE "B" SEISMIC ZONE 3 FOUNDATION DESIGN BASED ON 2500 PSF ALLOWABLE SOIL BEARING PER THE ORIGINAL CONSTRUCTION DOCUMENTS. V icie-opo . . . .c)_.. _ _ t 1 1 �--•� II ! i 4 9 .4 1 -2, } I. - V _ 1 0 I _ _ . Q v.„,..:-0-„:„... ■ I i i I F "I TLER INSULTING ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX ( 425) 450.4076 JOB HiMiLerfr "chef.- t SHEET NOS' O fa CALCULATED BY DATE - 7/Z'7 /q SCALE OF 41111111111 Man • 'UTLER Mb III •%...-.)NSULTING 111111P ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 1_\.■/"Fe.- cC) trr-Ab.sz:7. _ _LcAoc:)_ 3 64 ? F.0 rs F- _Go 4 NI _ - 1 4 ,e,txs 4der? k /f-r - - I - JOB 1 SHEET NO t OF CALCULATED BY • DATE SCALE 4- - 0 SUPPORTS: INPUT WIDTH 1 2x6 Plate 5.50" 2 TimberStrand® LSL 1.50" DESIGN CONTROLS: MAXIMUM 1658 1658 8080 Shear(lb) Reaction(lb) Moment(ft-lb) Live Defl.(in) .Total Defl.(in) DESIGN CONTROL 1658 2330 1658 1658 8080 9292 0.355 0.400 0.604 0.975 CONTROL Passed(71 %) Passed(100 %) Passed(87 %) Passed(U659) Passed(U387) J -1 WOOVA W"` ' 16 TJI®IL65 JOIST @ 24.0" a_ M _Z T.1-Beam' v5.42 Serial Number. 709049960 BEAMUSA 1001 7/27/99 4:28:00 PM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED L 20' BEARING REACTIONS(Ibs.) LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL 5.5" Left Face 1012 /709/1721 Hanger Right Face 987 / 691 / 1679 HANGERS: Simpson Strong -Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP Right Face HU316 No No N/A N/A 20 -N10 N/A PROJECT INFORMATION OPERATOR INFORMATION: Metropolitan Hardwoods Shutler Consulting Engineers Joe Shutler 12503 Bel -Red RD. Bellevue, WA 98005 (425) 450-4076 Copyright O 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TAD and TimberStrand® are registered trademarks of Trus Joist MacMillan, Simpson Strong -Tie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition - Web stiffeners are required at support(s): 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. LOCATION Rt. end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading OTHER TJI® Blocking Panel MEMBER 8-N10 - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: 0.4 ", TL:L/240). - 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. -TJM maximum bearing length controls reaction capacity. Limits: End supports, 3.5 ". Intermediate supports, 5.25 ". 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 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 Commercial product listed above. TJ -ProTM and TJ -BeamTM are trademarks of True Joist MacMillan. efiwwi ifla . TJ- Beam"' v5.42 Serial Number. 709049960 BEAMUSA 1001 7/27199 4:33:41 PM Page 1 of 1 Build Code: 104 . THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 0 LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 1 Parallam® PSL, PPCB 2.25" Hanger Left Face 491 / 343 1 834 2 2x6 Plate 5.50" 5.5" Right Face 509 / 357 / 866 HANGERS: Simpson Strong -Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Top ITT311.88 No N/A No 0 2 -N10 4 -N10 2 -N10 - Multiple plies of 1,75" Parallam® PSL may result in lower hanger capacity. See Hanger Manufacturer's literature for limitations. DESIGN CONTROLS: MAXIMUM 1000 995 1893 Shear(lb) Reaction(lb) Moment(ft-lb) Live Defl.(in) )otal Defl.(in) DESIGN CONTROL 1000 1925 995 1390 1893 6510 0.049 0.236 0.084 0.472 J -2 L 375" TJI® /L65 JOIST @ 24.0" ,:: 10' CONTROL Passed(52 %) Passed(72 %) Passed(29 %) Passed(L/999 +) Passed(L/999 +) PROJECT INFORMATION OPERATOR INFORMATION: Metropolitan Hardwoods Shutter Consulting Engineers Joe Shutter 12503 Bel -Red RD. Bellevue, WA 98005 (425) 450 -4075 (425) 450 -4076 Copyright 0 1999 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI® and Parallame are registered trademarks of Trus Joist MacMillan. Simpson Strong-Tie Connectorse Is a registered trademark of Simpson Strong -Tie Company, Inc. U Product Diagram is Conceptual. DETAIL OTHER LOCATION Lt. end Span 1 under Safe loading Bearing 1 under Safe loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading TJI® Blocking Panel TJ-Pro ' and TJ- Beam" are trademarks of Trus Joist MacMillan. CA- - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: L/480, TL:L1240). - 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. - TJM maximum bearing length controls reaction capacity. Limits: End supports, 3.5 ". Intermediate supports, 5.25 ". 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 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 Commercial product listed above. CTAtoofi•seiffirft. TJ- Beam*" v5.42 Serial Number. 709049960 BEAMUSA 1001 7127/99 4:38:13 PM Page 1 of 1 Build Code: 104 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED SUPPORTS: DESIGN CONTROLS: MAXIMUM DESIGN 1000 1000 995 995 1339 1339 0.028 0.048 Shear(lb) Reaction(lb) Moment(ft-lb) Live Defl.(in) .4- '`dotal Defl.(in) PROJECT INFORMATION Metropolitan Hardwoods j J -3 1, TJI®IL65 JOIST @ 24.0" C 0 CONTROL 1925 1390 6510 0.198 0.397 CONTROL Passed(52 %) Passed(72 %) Passed(21 %) Passed(U999 +) Passed(U999 +) OPERATOR INFORMATION: Shutler Consulting Engineers Joe Shutler 12503 Bel -Red RD. Bellevue, WA 98005 (425) 450 -4075 (425) 450 -4076 8' s„ Copyright 0 1999 by True Joist MacMillan, a limited partnership, Boise, Idaho, USA. TJI® and Parailam we registered trademarks of Trus Joist MacMillan. Simpson Strong -Tie ie Connectors® is a registered trademark of Simpson Strong -Tie Company, Inc. I d INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL 1 Parallam® PSL, PPCB 2.25" Hanger Left Face 416 / 291 / 707 2 2x6 Plate 5.50" 5.5" Right Face 434 / 304 / 738 Product Diagram is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - COM. Application. Loads(psf): 50 Live at 100% duration, 15 Dead, 20 Partition DETAIL OTHER TJ•Pron' and TJ•BeamTM are trademarks of Trus Joist MacMillan. HANGERS: Simpson Strong -Tie Connectors® REVERSE T.F. T.F. NAILING MODEL SLOPE SKEW FLANGES OFFSET SLOPE FACE TOP MEMBER Left Top ITT311.88 No N/A No 0 2 -N10 4 -N10 2 -N10 - Multiple plies of 1.75" Parallam® PSL may result in lower hanger capacity. 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 Floor loading MID Span 1 under Floor loading TJI® Blocking Panel - - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL: U480, TL:L/240). - 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. - TJM maximum bearing length controls reaction capacity. Limits: End supports, 3.5 ". Intermediate supports, 5.25 ". 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 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 Commercial product listed above. IMP SHUTLER 11111111111= zONSULTING Nor No ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 • VsoRJr4c k■3■9.t.. - .1 4 .4..L... Di_ . _ _ .... ..ol 155-.-) . )/ pr — . • i;5 izi_ .. S'TVP JOB POL-V"TrateJ r—AP(at>L4COPS SHEET NO 1--t- 5 OF CALCULATED BY r P" , DATE SCALE - te _IXISV1NIc SI-Aqa S • - - ___ - ' .'LL • ._•.• ..... _.. ) 1 - :'DESIGN PROPERTY.; ,�,' 1. . __ - . ..: •. , _ .- ..._ . 9Ya•i 'h__ 31Ya' 1756'' =1i' =' 16^ ' ?...�.MOMENT(ftbs: •- ;: == = -MOMENT(fCab0= -• 18,625 19,585126,955 19,900 29,855 40,740 52,430165,495 12,520 6,260 9,390 9,645 111,420 12,055 14,210 16240 18270 `- - - i SHEARI;Ibsl , ^�- MOMENT OF INERTIA (ii')' 345 375 1 625 735 1,200 1.790 1550 WEIGHT (Ibs. /lin. ft.) 152 15.6 1 18.5 19.5 23.0 263 l 293 W ' _ K 13� � i. S iS_t31 t. / • • Yp 1•i •`�1�'iIIlL�+, , • - ranpEmY- . r4.v-� .r te -..,,..:-..4.i4... & :DESIGN PROPERTY . S 1G` fY. ;4. fi>u ri - 4 J6 -ia_.. -'Lt ---•. - 't •�.r- " ': ?...�.MOMENT(ftbs: •- ;: 12,415 13,055 17,970 19,900 27,160 34,955 43.665 12,520 6,260 6,430 7,615 8,035 9,475 10,825 12,180 .- {SHEM ;(R;iti ` MOMENT OF INERTIA (i n + ) 230 250 415 490 800 1,195 1,700 -. WEIGHT (Ibs.lirs. ft)" 10.1 10.4 12.3 13.0 153 17.5 19.7 •...:r .;: :_"` r, -S141T T r . �... _ 'L_.�rt _ '._ •-' -, • . r4.v-� .r te -..,,..:-..4.i4... & :DESIGN PROPERTY . 1.. 91(;:i. _ 914 ,: _.. " 11 Y.'. , ,. .. 11 :14' 76_ 18' -'Lt ---•. - 't •�.r- " ': Z (ft bs1 " F :- :w•-:.s:••:.....• -. ^:mss•.• . 24,830 26,115 35,940 39,805 54,325 69,905187 ,325 21,655124360 ' SHEAR (ic.)�, :: 12,520 12,855 15,225 16,070 18,945 1 210 MOMENT OF INERTIA (in 460 500 830 975 1,600 2,390 1 3,400 WEIGI'fT (Ibs./6n.ft.) 202 20.8 24.6 26.0 30.6 35.0 1 39.4 2.OE PARALLAM PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 125,000 psi Modulus of elasticity E • 2.0 x 10 psi Flexural stress Fb - 2900 psi Compression perpendicular to grain (1)fll parallel to wide face of strands F - 650 psi Compression parallel to grain F,; - 2900 psi Horizontal shear perpendicular to wide face of strands F, - 290 psi ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 1 2.0E Parallamg PSL J y 3 2.OE PARALLAM' PSL 7" 2.OE PARALLAM' PSL DESIGN PROPERTI �• stJ°" (1) For 12 -inch depth. For others, multiply by n 1 (2) F shall not be increased for duration of load. (3) 750 psi for all Eastern Species Parallam PSL and 13/4' thick Western Species Parallam' PSL. 2 2.OE PARALLAW PSL 5 /4rr 2.0E PARALLAM PSL GENERAL ASSUMPTIONS FOR NON TREATED PARALLAM` PSL • Lateral support is required at all beanng points and along compression edge at intervals of 24' on- center or closer. • Parallam°. PSL beams are made without camber; therefore, in addition to corr. plying with the deflection liWa of the applicable building code, other consider- ations, such as long term deflection unoer sustained loads (including creep), pondmg (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage os designed to account for load and deflection as specified in the applicable building code. • Reductions applied in accordance with: 1994 UBC 1606, 1996 NBC 1606 an:' 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1996 NBC 1607 and 19?= SBC 1604 for roof live load in non -snow (125'.) conditions. • 31' members may be two pieces of 131 or a single 31/2' width beam. 5Y.' members may be three pieces 134', one piece 13:' with one piece or a single 5' /' width beam. 7' members may be two pieces 1i4' around one piece 31/2' , two pieces 3't' or a single 7' width beam. See pages 16 and 17 for multiple member beam connections. _ . _.,__ DEPTH • ` -- - -' : - • _ '._ . _ 7` DESIGN P R O P E R T Y . . = r - . ∎ 'J : a is ;iri ` . -' . _ -. 93/4 I . 9/ ' . _. ._ _ --- - • DESIGN PROPER 7 Y4 'i 17h- 14' " <• MOMENT : 1ft_ l b s . ) _ -1",#e- ,:r.. . . 6,210 1 6,530 1 8,985 1 9,950 13,58 1 •...„ L :_ � •f , ( / HEAR Ibs .. s c r ' 3,130 1 3 ,215 1 3,805 1 4,020 4,735 - hi - OMENT OF INERTIA (in-45 115 1 125 1 210 1 245 400 �t i WEIGHT (Ibs_/ rs. ft.) • 5.1 1 52 1 62 1 63 7 .7 2.OE PARALLAM PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 125,000 psi Modulus of elasticity E • 2.0 x 10 psi Flexural stress Fb - 2900 psi Compression perpendicular to grain (1)fll parallel to wide face of strands F - 650 psi Compression parallel to grain F,; - 2900 psi Horizontal shear perpendicular to wide face of strands F, - 290 psi ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 1 2.0E Parallamg PSL J y 3 2.OE PARALLAM' PSL 7" 2.OE PARALLAM' PSL DESIGN PROPERTI �• stJ°" (1) For 12 -inch depth. For others, multiply by n 1 (2) F shall not be increased for duration of load. (3) 750 psi for all Eastern Species Parallam PSL and 13/4' thick Western Species Parallam' PSL. 2 2.OE PARALLAW PSL 5 /4rr 2.0E PARALLAM PSL GENERAL ASSUMPTIONS FOR NON TREATED PARALLAM` PSL • Lateral support is required at all beanng points and along compression edge at intervals of 24' on- center or closer. • Parallam°. PSL beams are made without camber; therefore, in addition to corr. plying with the deflection liWa of the applicable building code, other consider- ations, such as long term deflection unoer sustained loads (including creep), pondmg (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage os designed to account for load and deflection as specified in the applicable building code. • Reductions applied in accordance with: 1994 UBC 1606, 1996 NBC 1606 an:' 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1996 NBC 1607 and 19?= SBC 1604 for roof live load in non -snow (125'.) conditions. • 31' members may be two pieces of 131 or a single 31/2' width beam. 5Y.' members may be three pieces 134', one piece 13:' with one piece or a single 5' /' width beam. 7' members may be two pieces 1i4' around one piece 31/2' , two pieces 3't' or a single 7' width beam. See pages 16 and 17 for multiple member beam connections. - - DEPTH .. :1ris' 11Y<'. 1 • s .ii =' $._ - :14' , : .. - .,16' 1E' I . _. ._ _ --- - • DESIGN PROPER :_. 9Y4' - _,. ' - ' .._�. 914. •. ; - -. rF; '-' _'MOMENT (ft. 9,535 110.025 13,800 15280120.855126,840133,530 „ SHEAR ( .,_.,,;, 4,805 1 4,935 5,845 6,170 7 ,275 1 8,315 I 9,350 MOMENT OF INERTIA (is+) 175 I 190 320 375 1 615 I 915 1 1.305 'WEIGHT(Ibs: /lira :ft) 7.8 1 8.0 9.5 10.0 1 11.8 1 13 1 15.1 - - 2.OE PARALLAM PSL ALLOWABLE DESIGN STRESSES (100% LOAD DURATION) Shear modulus of elasticity G - 125,000 psi Modulus of elasticity E • 2.0 x 10 psi Flexural stress Fb - 2900 psi Compression perpendicular to grain (1)fll parallel to wide face of strands F - 650 psi Compression parallel to grain F,; - 2900 psi Horizontal shear perpendicular to wide face of strands F, - 290 psi ALLOWABLE DESIGN PROPERTIES (100% LOAD DURATION) 1 2.0E Parallamg PSL J y 3 2.OE PARALLAM' PSL 7" 2.OE PARALLAM' PSL DESIGN PROPERTI �• stJ°" (1) For 12 -inch depth. For others, multiply by n 1 (2) F shall not be increased for duration of load. (3) 750 psi for all Eastern Species Parallam PSL and 13/4' thick Western Species Parallam' PSL. 2 2.OE PARALLAW PSL 5 /4rr 2.0E PARALLAM PSL GENERAL ASSUMPTIONS FOR NON TREATED PARALLAM` PSL • Lateral support is required at all beanng points and along compression edge at intervals of 24' on- center or closer. • Parallam°. PSL beams are made without camber; therefore, in addition to corr. plying with the deflection liWa of the applicable building code, other consider- ations, such as long term deflection unoer sustained loads (including creep), pondmg (positive drainage is essential) and aesthetics, must be evaluated. • Roof members shall either be sloped for drainage os designed to account for load and deflection as specified in the applicable building code. • Reductions applied in accordance with: 1994 UBC 1606, 1996 NBC 1606 an:' 1994 SBC 1604 for floor live load; 1994 UBC 1606, 1996 NBC 1607 and 19?= SBC 1604 for roof live load in non -snow (125'.) conditions. • 31' members may be two pieces of 131 or a single 31/2' width beam. 5Y.' members may be three pieces 134', one piece 13:' with one piece or a single 5' /' width beam. 7' members may be two pieces 1i4' around one piece 31/2' , two pieces 3't' or a single 7' width beam. See pages 16 and 17 for multiple member beam connections. g SHUTLER • CONS ING IN M ENGINEERS, INC. 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 (206) 450-4075 - FAX 450 -4076 STUD WALL DESIGN - COMBINED AXIAL PLUS BENDING t Description: f ez .0.41 :< .1A € � '�k,..t�k;::- !. !..,s;:, > . i :.,,..:! #::x; < >.: :.::.. <) . <:<. . ? . t!<t, . !. .. ,. . . ... , . ! . :: . : .. .:s ::!.. <. ::.:;... t..;:..;;::,::..::!.:<.:;;•:!.. �.<.. o.!•::•.:!, cck!.>:>:.>:!:.:;..,,, s>.: tt..,.;. k\'•\+ sscr+ S:<..<..:'.: �,!..: v::<:;< t;:::,:... t !,::. ;!.v..taxks;:«�'!k:� Uniform Loads on Wall Dead Load Live Load Snow Load Lateral Load on Wall Stud Spacing Stud Height Stud Properties Size Grade Area 8.25 7.56 , Pounds per foot Pounds per foot Pounds per foot fn PSF 20.80 Feet JOB SHEET No.? OF CALCULATED BY -. Alrge■ DATE CHECKED BY ;:Inches on center M.O.E Fc Parallel Fc Perp Fb t- rla,!,\ �10oc� SCALE Width Depth ;t<Sttttt:t;.s; :, +.�. :s •!i:!Y •.v ..:s :,;;k:; t > • k <s } KcE= K= Fc *= D.O.L. * Fb FcE= (KcE *E') / (le / d)A2 le= K *L Axial Load fa Design Bending fb F'c Unity (pounds) (PSI) Height Moment (PSI) (PSI) Le(Ft.) (Ft -Lb) Case I D.L. Only 600.00 72.73 10.30 0.00 0.00 745.33 0.098 Case II D.L. +L.L. 4500.00 545.45 10.30 0.00 0.00 770.45 0.708 Case III DL +LL +SL 4500.00 545.45 10.30 0.00 0.00 770.45 0.708 Case IV DL +.5 *SL +WL 600.00 72.73 10.30 132.61 210.43 849.97 0.194 Case V DL +SL +.5 *WL 600.00 72.73 10.30 66.31 105.21 849.97 0.140 Case VI DL +LL +.5 *SL +WL 4500.00 545.45 10.30 132.61 210.43 '849.97 0.877 Case VII DL+LL +SL +.5 *WL 4500.00 545.45 10.30 66.31 105.21 849.97 0.760 DATE SHUTLER 11111h11114A CONSULTING __.= ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450.4076 t 24 '-- Z % JOB P_tT7 PPR3al.'Y. rm SHEET NO� L- — OF CALCULATED D BY/ DATE —7 1 e /9) SCALE {( lam u p w 1V - 9j a detS 4. Fot V it4,4 0 c. (z.$)(-u))0-0),... c p.2..1,1/41 -- _ .7.. . 1 I .: WALL 1/.._14/.131..) ,05 - r r s.f-) ›c. -- S W.C.1- 1 -CFa•t%Wt t . pi_ Mu_ 91 =-6\ci K. 640') tmv SHUTLER WIN CONSULTING =YIN ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 Ly /12- - 015 Or , ■ I _ („14,, < 4: t ej X CI GIs) • °"? ■ i JOB '''Its::.TA=.1...• l TiOrtJ SHEET NO. 1--- k OF t; CALCULATED BY ‘- • 7 DATE q 1 SCALE '1& b 71G - # •; . c3cs , 2c — 2 — .2s hat' (f 2- - z- t4,<K. 4- ■.4 AM SHUTLER CONSULTING IMMO ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 "T"›( M r\ _ A") QN-c.t-t4t.Foltk__S tie..4„es ti 22 (.08 re. _ CA4ce:0 STert_ss - I( ct s avtC 11 ,1 . . e Ftku.ow F- (12)Cfrt 5*. p -1 _-__C140a_- 971745 .71.4 • 4 .4! 4 _TI11....a:eb. 1.a.v4,,t (F0 V 3zPr • - JOB 174.1 SHEET NO OF CALCULATED BY T•-• DATE SCALE n 1, 1 1 1. , • •• AY° 12503 Bet-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 SCALE ENGINEERS, INC SHEET NO 1/4--- ;11# CALCULATED BY V CHECKED BY OF DATE DATE allig111111 SHUTLER JoB CONSULTING bilire_x-_asit___IA;Y_Owct_S Wolte w_-6 - _ ._ - \alic..c... • . .... ____ t t. -- - • 1-1- • /6,8 8----vo • •-• - - ._ ..._..— .... , 7-- ---- --- -- - - - 7 --. • —-- _ ___ ......f______ .1 tibe?42 L 4.3/ . /0 f d. 6 . - ---- • . _.._ _. _ _ _f:.‘4!_._ 4?.;... __ _____. ._ ....___. ._ .Z- _14A44-__10 - . _ -/ --fr . j ' I c,r • , _ Arc F 5, o r r • ....--- ., a, pi ill, i / 49 )10'D' .;4 _ 41.4 .__, 3 44."_Y z ,,_.1.71)1 1 -..).!____ . . i _ Lt....d_ ___i_g_rS ______ ___ --- 4" A.m.- I ________6 ; _,-__ei 17 z____ pp 7, . .._ . • : . ____.______.. •_-_.) kri 6 r ' 31311;74. _a_a_p _o_p_stqa..„Jr- j i I . . 2 _- i(g „ 1 4,5' . . . (Lot 1J.1,0: z-'.Gaa_i_4` b/d2/ . . 1 ! .. , , . I I I ■ , i : - i i i . . I 1 I 1 I . L I 1 I . • I 1 I I 1 . 1 1 12503 Bet-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 SCALE ENGINEERS, INC SHEET NO 1/4--- ;11# CALCULATED BY V CHECKED BY OF DATE DATE allig111111 SHUTLER JoB CONSULTING urt•44, • • ) tr\.__13X.Atop (.3Hr.*4-NALLS 11.0.111. SHUTLER IOLA CONSULTING MI/ WM ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 ;$* J6- t"/p v . ("V.ZZ•Plo 2 47 SC> t5.1 • _.,124.__11.... (Z.9.PI.C. 1 ^ )1 3 4 - 1 - Dj --. 1 . , -/ — - - ---- -.42 VF-T (.4:4 Or' C 7 1f Fai(T. .7pybay--). Ogq /) ( (.33 2 ' G92) 4 . 1 4r - JOB ) sh.■.1 SHEET NO I/ CALCULATED BY r tZ DATE SCALE 1 ,4 4 GDx• fit..%Ityattg7 6-)/ to e Svc,K,s 12- FMLD 4-11- 1pt5 abcarr. VA - 35 1 -e7 11 OF Uve..• • 04 1"0/440.-- kook • JAlpiL S15 c_ 6;47) 5,z -IA Ir. 2ez,, /11111/1111111P911 SHUTLER JOB ) 3 731tCP POL.\ 1-111■4 ' - 51141 V ,y 1-4/ Pd 14192. roe. 21zo C14-11_7( ) - - - (G) (-X 04 9Q sktwin)Rt., 4bi • , , • 2 •. • ' " • • , • ' MI1111111 SHUTLER 11111101111% CONSULTING 1111111/11111111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450.4076 • • • • • ' 04 ( • ‘ siKANA) eFiPZ Q41- w Symgbega. ti "F&X?. , T-,4.1,*...s> •fr.7 PR_ [ I 2- Xg , 5 1 )( ./ ./ (- XV-) 57(4 45 P. Sti S • . , • .", • • • • , • • ' .• . • JOB .1461Z-491201_,—r r) SHEET NO, ( OF CALCULATED BY LPs DATE SCALE : 11) P.. 71E5- ' , , . . .c el s ri 1 c,..- .5fr4.1 1, ÷ hia . , • ' t i r. (f,49‘. 3436) [ A6—Pc: ) 3, 0 , foi- �irp_r_gui 3&4.,31:s__I-5 0 (A — 15.04.1eP 4 81) O. 7e, pzp x /4/ 6 ' )0 s / 4 114/ :•-• 1458. " .2o par/ . . Pr 4/08 xi: ic .., 4177" ;6 J Larlad 4 4/LS 27771/ 0 / , fr 9 J/ r jjaryi to H xi1/€ 'o' /8-/a1 O. TraeS .5, ...I jos o,..3 4.5 Ti4 PON8 W 0 - a of iiiiics ,, ...1./___..) . 6 7:72,a./ bk.)/ 'to - / a • fi',111..4 r L49 'S ji _ _ _TaT. 04 l .2ce —.If _420o.20: Y/ ii i2A45Z 2, - , , — 81 ',kV re — 6 BA o -.1...-.44f--ili4.1...sag.k) • Pr: 146. . fiLi/0,- 3.09 . . ; . _ y t ) 364-7- - - einA 642 « .1'. 00" . : , /1111141111110 SHUTLER WWI CONSULTING •111 ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 9B005 (425) 450.4075 FAX (425) 450.4076 JOB .4 Vrec'Elt L 1 rf PI SHEET N L 7 CALCULATED BY f R-• DATE CHECKED BY DATE SCALE OF ■ trz " "r 6' • "HUTLER 111111■11111111.11L.-ONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450.4075 FAX (425) 450-4076 e oeN,c.//6_«A_ i,t)/14(.. - • • 4 C( 6 r)/,/ /4 Z / =Y L 7/4 Fo4e-C - 79(b g ) , k Pi I 1"5 '‘" ;$- Ta• t oto 4_60. ,StA_A2.7; Die EY_gzi941 _ 1-6 ?cylvcoo - • • • • - • - • • • - • ■ • _ rEb D --7 645 /6 I ••• rt7 S ey JOB frtkirt fet-rrItN) SHEET NO. " OF CALCULATED BY DATE CHECKED BY DATE SCALE et /A./ o x / Air° re-Tooz - SL. 4)4-14. /0; r 4/630 464 40077 Yes 3. Use additional sheets if necessary. ! Isiness Declaration Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: Mt.t poiAtAM kMck. wood s Contact person at your company: 9369 G`IIcire4&1 , Title: rY1 A Telephone: Mailing address: ($ ivy- Cq,S (AA( $ i Type of business (What does your firm manufacture or.produce ?): Number of business sites: H-0 Address of each business site No. of employees at site: 1. LtQq Cikscctsl.Q 4e 2. , • Part II Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Site address: Contact person: Title: Telephone: 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in • roduction areas? 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? ri Yes No REMIVED CM OF TUKWILA AUG - 3 1999 Pella coma 3. Does your business stor( .: mix liquid chemicals? E Yes Quo If yes, are they for resale? Yes 4. Does your company use solvents or flammable substances? Yes • 0.1No If yes, do you recycle them? CI Yes ItNo 5. Does your company process food or animal matter? Yes No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? Yes No 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? Yes No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance,equipment- washing and drum - cleaning? 1 !i CI Yes N 9. How many gallons of industrial wastewater does your company discharge each day? (check one) None II Less than 5,000 gallons CI 5,000 - 25,000 gallons CI More than 25,000 gallons Thank you �' • 'M� W . .. 1 , BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE ' WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES irc _ MS IHW ' 821 2ND AVE SEATTLE WA 98104 -9986 II11111I11) 111111I11111I11I11111I1I11I11111111111I11I NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES ACTIVITY NUMBER: D99 -0267 PROJECT NAME: METROPOLITAN XX Original Plan Submittal Response to Correction Letter # _ DATE: 8 -3 -99 Response to. Incomplete Letter # Revision # _ After Permit Is Issued DEPARTMENTS: BPIding Division AJAX/ 0417 Public Works 114 el-q DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comment TUES /THURS ROUTING: Please Route Porrnt COOrd. COPM PLAN REVIEW /ROUTING SUP REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUILDOC 5/99 k yin Fire Prevention in j Aviz-6 Structural Incomplete Structural Review Required Approved with Conditions n ri CORRECTION DETERMINATION: Approved Approved with Conditions n '.i REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8 -5-99 Not Applicable n No further Review Required DATE: DUE DATE 9-2 -99 n Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D99 -0267 (510) August 11, 1999 Re: Metropolitan'- 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. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 2 John W Rants, Mayor Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 andi14 -4.3) Every six years, dry chemical and halon type f're extinguishers shall be emptied and subjected to�the applicable recharge procedures. (NFPA 10, 4 -4 If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 57.5-4439 City of Tukwila Fire Department Page number 3 Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 1004.2.2) John W Rants, Mayor Thomas P. Keefe, Fire Chief When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) Manually operated edge- or surface- mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Maintain a 3' clear space around the sprinkler riser(s) for emergency access. (NFPA 13 4 -1.2) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 Page number 4 Thomas P. Keefe, Fire Chief recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Contact The Tukwila Fire Prevention Bureau to witness all required linspections and tests. (UFC 10.503) (City Ordinance #1742) 4. Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 City of Tukwila Fire Department Page number 5 Yours truly, 7. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 8. Accumulation'of combustible waste material is prohibited during the demolition phase of this project. Remove and proper, dispose of all waste material prior to the close of the working day and as often throughout the day as needed. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 510 The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 4 44 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57.5-4404 • Fax (206) 57.5-4439 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 Sink, clinic, flushing 10 10 Sink, kitchen 4 2 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 Water closet, flush valve 10 6 Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 684 -1740. (Please print or ty )?e) Owner's Name Property Legal Address: KING COUNTY Subdivision Name Lot # Subdiv. # Block #�_ Property Street 1 1'01 C i .(r u,c kyt- Swiff 140 • Address City, State, Zip - ITAV -vv1(u r W 1' q� I' ti6 Owner's Phone Number ( 4i_ ) 4591 - it/0D or Owner's Mailing Address: (if different from above) 91 _5- c E q g , A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Total Fixture Units Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE c t ztc - Total No. of Fixture Units D For King County use Account # Monthly faate Slx Month Due 1058 (Rev. 11/96) 20 TcvrA ' 1 vt -ham, White - King County RCE - 751 Property Tax ID # 1 sM 1O ObWO Building Name (if applicable) C.42-4 IR)I • •, Party to be Billed (if different from owner) U Party's Mailing Address: (if different from property address) Property Contact Phone # ( City or Sewer District Date of Connection Side Sewer Permit # B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: ()%11k I vo.m.kcAv Estimated Wastewater Discharge: Gallons /da Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) 187 A B RCE C. Total Residential Customer Equivalents: (add A & B) RECEIVED OM' OF TUKWILA Au c -- 3 1999 PERMIT CENTER 1- $241 RCE -O &1 1 ••� l�')) rtify 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 Represerese ntaotive Print Name of Owner/ Representative Date r Yellow - Local Sewer Agency Pink - Sewer Customer • not DZZ MN SndO ZTLT ESti 5Z6 %Vd 80:0T 66/TE/80 METROPOLITAN USA TENANT IMPROVEMENT 1 y mited Liability Company r c h i t e c t s • • 2353 -130th Avenue NE, Suite 202 Bellevue, Washington 98005 Phone: (425) 869 946 FAX: (425) 885 -6208 OVP Dab ^ -•ar't N o. •99 • -O a(o 7 FILE COPY L _, ' Firm cnd omissions acd p ._ c., not authorize to violation GI r 2tcd code caki l & akeipt of contractor's cc, y of app " - • OM • - lr SEPARATE PERMIT RE UIRED FO MECHANICAL 2 ELECTRICAL L 1' LUMBING E GAS PIPING CITY OF TUKWILA BUILDING DIVISION REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISI^''. t:7TE: P.EVISIQNS WILL REQUIRE A NEW PLAN SU, - tiA war I,,LUJE ADDITIONAL PLAN F CITY Of TUKWILA APPROVED AUG 3 1 1999 AS NOTE J'ILDV4G �j'VO RECEN cLTY � 3 1999 pUG PERMIT CENTER �Id "L Nl� 4 ., IS 1.1 1 sr �1 - - SA � � � .:' � x I .5 1110172 5 zI $ _ _ � g. I i E ^r � N 1 11A � � A. �Z1 I = I - AY Hlp9 - wie N199 ® r 1 �... Atl i It n abYd ft TN P 5 H� IB 4 S _ s I • H1r61 5 �. . S � 3SSna I .vD 1 . . WWI IQ giii '1!' : ilh i 8 toz ww HI � �w am L) DO 0 x� w F—d 4 0 s F2. , ?10R � 1zJTT gt W 4 I- 5 55 aaa J H � N J J ;S � E NEL w O z 2' s s x o { $$ 7 R8 ,Lit IE N ? Ow K - t.a h . A I Z . a 1 4 d! m WW 5... m Ud 1b l_LI- LI_LI N4 al'i gZ J x bi .. b ti TNti FY:f .8fl aY � � rYa�) OJ���i �T m tp bL JS x Z �� ~A~n p ° 8, `�1�9fiu N 4 M g e�ri 9sS `�,"S)`J, 1gnu v,NAn1�A�n 3 rR�;W2 1o�$�Oo � k'Z ��g r'M OW k3 i� ii ~ i x m , o �Q • 00 ;;,, G QQ ���H11111 y� 1 ° �1yy yy 3a,w1"i x0"�z R� 4� 1 J WLL _J g 88 01 U Q 3 a ° �a ? I J hL! n on l 9�aa zd Ka f ~ a g a WW e. 22 0 4 oog 1 ,2 ° gi g �� RE Z I et 5 1 m c � o r o N �. u n - !! L w ❑❑ - o s n 5 )--)-)-)- .E ig . :a s Od DODO O t E t m r � q � "+ u. LL t w C V' 111 - Z Z Z Z a Z I r. o rnu DODO 1$17 mr.. © o0o ❑ s k N N Ntll `T _ _ N N N 1I <�❑D _a� �} } } u 'gq q y.. S $ ' LL u ° d ©©g® 'aL^ Z 6 u ZZ LI 1 114 1 41,2" , " r I_ il , /Ili! E 11:0 10 212- 0 . 1 12-DE Ag 3 zP. 2 ' �y 2 m ££ tt y o .111 t � a3 as n`. A.. Afi❑❑❑❑❑ =ARK4 - X i bS'� tea - r tti d u1 6 r © .. ��)) J ( QQ� QQ J a ZKIi) eJ #S O f FJ J N° p_'� - J .7J � $ E$ : fifff8Y4 A Z o.&8°° - eMt a - R�� M a .1RF � � �0a Rtil- W �Zd 1{7z�1 1- XxN` {x. (mp (pp° �pzp1�1oJ J° �'$o -OO b"a `° �pp]].,1 U m (� p� N ay `�y� � X11 pNN � WgW W W WWEW ite@LL.IVL LLfLrLe&t.IL� LL.q ? §t 1NL�� � 1iE IU5dtt 2@ Rdhhta t 0 OZ ��� ��y/ r �Y 9 � yj Sx 1��J,1 !, �n qq t1Qp� 1� z fC aI .O i Wlll i �F -IF � S'S' ��NS O � F. �.0 -._ J Z.n 2 k � `.E 1 4 t PO/V P Y4 . 5 8 : M 101; 4 1d K 9 et .2'.3'.2' . ' 8.8 8 s bbh z 0 a W es ; E-4 Z Z c ia4 I= F w � 1 slna�erialulo '6.+IMO+a 'urd SL'Ib'b 6661 D LO �an6ntl NDEX OF DRANI NOS OENERAL VICINITY MAP BUILVINO TOTAL IIARFJi01/5E 7,642 5F METROPOLITAN USA %/ 2 STORY OFFICE 1046 SF rE CASCADE AVE. S. 60 NORTH SITE PLAN SCALE: I" =30' -0° WEST VALLEY HIGHWAY - SR 181 LIMITS OF CONSTRUCTION 100' -0' b2' -IO D 02,11 CITY OF iUKWILA APPROVED AUG 3 1 1999 AS NOTED 5UIi OING DIV73ION ME ND. DEBCYED el REVEWED BY DATE SYLimitad th es is A r c h i t e c t s DAIS use Ao,,, PERMIT 239 -110th Avenue 1, Sate 202 Beleru% WeehFplon 08005 Mans: (425) 89 FAX (425) 885 -8208 Opus® GLACIER CASCADE BUSINESS CENTER 08/02/99 PERMIT GEM RECEIVED Cm OF TUKWILA AUG - 3 1999 PERMIT CENTER REGISTERED AR ST ■P WASHINGTON METROPOLITAN TENANT IMPROVEMENTS CASCAPE BUILDING A TUKWILLA, WASHINGTON slit PLAN 01 -15 -R9 PRDJCCT NO: R1O16.13A.O63 DRAWN 3Y: APAYAVED EY• Ai .1 SIM MEN 1' 10 I / WOMEN 106 ENLARGED PARTIAL FLOOR PLAN SCALE: 1/4" 1' -0 " 0 ° SECOND FLOOR OFFICE PLAN SCALE: I/8' = 1' -0 4 0 SCALE: I/8" = 1 -0" SIM TAPE 61NB ONLY STORAGE MEZZANINE 201 ABOVE TYP 13'-0 3/4" SIM OFFIGE 04 SIM 104A 104 103 OFFICE 103 SEE ENLARGED PARTIAL FLOOR PLAN- (ADJACENT) DETAIL 1 /A2.1 OFFICE 105,' ENTRY 02 EXISTING WALL FIRST FLOOR OFFICE PLAN EXISTING WALL SEE FIRST AND SECOND OFFICE PLANS- (ADJACENT) DETAILS 2/A2.I AND 3/A2.1 EB FIRST FLOOR WAREHOUSE PLAN SCALE: 1 /15" =1' -0" CITY OF TUKWI A APPROVED AUG 3 1 1999 AS NOTED 6L'ILDSG DP/1E114)N REVEem eY DAIS 01 - S�r� Ch ess A r c h i t e c t s ® ® A 2353 -130tI Avenue NL Suite 202 Selena, Wu *glen 96005 Phan (425) 569 -1946 FAX: (425) 965 -6208 OPUS® GLACIER CASCADE BUSINESS CENTER DATE PROJECT Bo, 9'1016.13A.063 R Eo N TI E MWILA AUG - 08/02/99 PERMIT METROPOLITAN TENANT IMPROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON , 71.0 Z PERMIT ," - F1 OOR PLANS PERMIT CEN1S mecum Bn RB OMAN BY APPIgKD BY A-1.1 ROOM FINISH SCHEDULE DOOR /OPENING SCHEDULE NO. NAME FLOOR BASE HALLS CEILING REMARKS OPENINGS FRAMES DETAILS REMARKS MTL FIN MTL NORTH EAST SOUTH HEST MTL HT MTL FIN MTL FIN MTL IN 1 MTL FIN NO. TYPE SIZE THK MATL eL LABEL HDW PIN TYPE MTL FIN HD JAMB SILL tot WAREHOUSE GONG - -- - -- EXIST Gm - -- E X I S T / 6 r 8 - -- 6 143 - -- EXIST GONG - -- - -- - -- FIRE TAPE ALL 61113 WALLS , I D 102 F 3-0x1--0 ' 1 314' FV - -- — -- PNT 1 MTL PNT 10 /A4.1.. 10/Ali -- 102 ENTRY GONG CPT RB 61413 PNT OWB PNT 6143 PNT 61115 PNT ..AGP 9 -O' : IO2A -- 4' -0.' x 3'-6' - -- AL TG, -- - -- - -- 2 MTL PNT 16/A9.1.. I6/A41 16/A41 BIPAS5 SLIDING GLASS RELITE 103 OFFICE GONG CPT RB el-.113 PNT 61113 PNT 6WB PNT 6I^B PNT AGP 9' -O" 103 F 3' -0'. x'1 --0' 13/4' ND ___ -- , ___ PNT I MTL PNT 10 /A41 10/A4.1 — 104 OFFICE CONC. GPT RB 6113 PNT ,61413 PNT 6FB PNT 6FB PNT AGP 1 -O" ... 104 F 3' -0' x 1-0' 13/4' N87 -- --- PNT I MTL PNT 10 /A41 . 10/A41 105 OFFICE GONG CPT RB 6WB PNT .6WB PNT OWE PNT eINB PNT AGP 9 ' -0" 104A F 3' -0' x 1' -0 13/4' VV - -- — - -- PNT I MR PNT 10 /A4.1 51M 10 /A41 SIM - POCKET DOOR I06 WOMEN GONG 5V 5V 6WB PNT ..6W13 PNT eF8 PNT OWE .PNT 61 H' -6" EPDXY PAINT ALL WALLS 105 F ' 3' -0'.x 1 - -0' 13/4' ND - -- - — PNT I MTL PNT 10/A9.1 10 /A9.1 12/Aq.I IOl MEN GONG SV SV 61 PNT ,6WB PNT 6WB. PNT 6WB PNT 6WB 8' -6" EPDXY PAINT ALL WALLS .106 F 3' -0' x 1' -0' 13/4' ND -- — -- PNT I MTL PNT 10 /A41 10 /A4l — 108 STAIR LONG/WG ___ --- --- --- '6WB --- 'GONG --- -- -- --- --- �.. 101 F 3' -0'x -0' 13/4' Np - -- - -- -- 'NT I MTL PNT 10 /Aq.l 10 /A4I 12/A9.1 201 MEZZANINE N87 --- -'- --- --- --- --- --- --- --- — --- --- 61113 EA SIDE OF 2x6 WV STUDS ®24" OG ' (UNLESS OTHERWISE NOTED ON STRUG DW65) M5 SAME AS WALL TYPE 4 W/ SOUND BATT SCALE: 3/4 " =1' -O" MERE NALL LENGTH EXCEEDS 8' -0', PROVIDE BRACING TO STRUCTURE e. 8' -0' OG CEILING PER FINISH 5GF DALE SOUND BATT OVER TOILETS (R -13 BATT INSULATION,' OR EOM ATTENUATING BATT ONLY WHERE INDICATED Y HALL E)'N EA SIDE MTL STUDS (NfRE EXPOSED TOROOM) MTL RUN I ER TRACK ATTACHED TO, GONG SLAB W/ POWDER ACTUATED FASTENER 8'.48' OG EXISTING SLAB 'ONGRADE 6146 EA SIDE OF 3 I/2" MTL STUDS @ 24" OG (UNLESS OTHERWISE NOTED ON STRUG DWG5) ❑2 SAME AS WALL TYPE I W/ SOUND BATT 0 SAME AS WALL TYPE I W/ R -13 BATT INSULATION SAME AS HALL TYPE I W/ R -13 BATT INSULATIOW GWB ONE SIDE SUPPORTED STRUCTURE ABOVE (A5 INDICATED ON STRUCTURAL PLAP5) CEILING PER FINISH SCHEDULE SOUND BATT OVER TOILETS (R -I3 BATT INSULATION, OR EREIINDICAT�ED BY NSNLL TYPE) ONLY 6/83 EA SIDE MTL 01005 (MERE EXPOSED TO ROOM) R- I3 .BATT INSULATION, . 5. MIL RUINER TRACK ATTACHED TO GONG SLAB W/IPOHDER ACTUATED FASTENER I 48' OG MIN EXISTING SLAB ON GRADE El SAME AS WALL TYPE 4 W/ R -13 BATT INSULATION O HALL TYPES EXISTING STRUCTURE COMPENSATION CHANNEL CEILING PER FINISH 5FIEDIILE. 61 EA SIDE OF " &XHD600' @ lb" OG W/ RI3 BATT INSULATION GM EA 51DE OF 3 1/2" STUDS ® lb" OG PROVIDE HORIZONTAL BRACING AT +, -0" (UNLESS OTHERWISE NOTED ON STRUG DWG5) W/ RI3 -BATT INSULATION MTL RUNNER TRACK ATTACHED TO LONG SLAB W/ PONDER ACTUATED FASTENER O 48" OG MIN EXISTING SLAB ON GRADE `. COMPENSATION CHANNEL TO UNDERSIDE OF GRID'. CEILING PER FINISH SCHEDULE 6N3 REVEAL EA SIDE MTL RIDER TRACK ATTACHED TO LONG SLAB 11/ BONER ACTUATED FASTENER • 48' 00 MIN EXISTING SLAB ON GRADE. ® OM EA SIDE OF 3 I/2" MTL STUDS ® 24" OG (UNLESS OTHER4_•L' :4, ON STRUG DW65) 9E SAME AS TYPE U' 1W SO'U'ND INSULATION 10 + 3' -6" HIGH GUARDRAIL WALL / GINS EA SIDE OF 2X4 5TUD5 (FRAME AS RE0 FOR 200 LB LATERAL LOAD AT TOP) SEE 4 /A9.I FOR GAP NOTES I. DOOR TYPE INDICATIONS. AS NOTATED BY THE STEEL DOOR INSTITUTE INHERE APPLICABLE: "RL" INDICATES RELIGHT. 2. NOTATION OF DOORS F DENOTES 5INSLE DOOR Fr DENOTES PAIR OF DOORS 3. DETAILS ARE FOUND ON SHEET A /9.1. 4. DOOR TYPES F 4 FO TO BE OPENABLE BY TURN OF A LEVER HANDLE. ILLUMINATED. EXIT SIGNS INHERE SHOWN ON PLAN. EXIT SIGN SHALL BE ILLUMINATED A MINIMUM OF ONE FOOTCANDLE AT FLOOR LEVEL. LOCATIONS 500145 ON REFLECTED GL6 PLAN. EXIST. EXTERIOR DOOR 6LAZIN6 IS INSULATED, v = .T5 MAX, SHADING COEFFICIENT = 1.00 MAX. GIFE F O 2 DOOR TYPES SCALE: N.T.S. 1 2 ® FRAME TYPES SCALE: N.T.S. CITY OF TUKWIL APPROVED AUG 3 1 1999 AS NOTED BUILDING DIVITIOrd SYrlh AI c h i t e c t s 2353 -130th Avenue 1E, Butte 202 Beta" Washington 96005 Phone: (425)859-S46 FAX: (425)335-620B ISSUE NO. 0 OPUS® GLACIER CASCADE BUSINESS CENTER 08/02/99 PERMIT DATE O FJVEO CITY OF TUKWILA AUG - 3 1999 PERMIT CONIES METROPOLITAN TENANT IMPROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON qcc2L :Dq ea o.� Pow PERMIT TIRE: SCHEDULE-6 +k DEDDI ED SY: SEVEWED Er: DATE HALL TYPES 01 -IS-99 FED...T ND; 91016.13A.O63 MANN ET: APPROVED Et A= I r- v..." .1 LIGHT FIXTURE LEGEND NOTE: LIGHTING LOCATIONS SHOWN FOR ENERGY CALCULATIONS AND APPROXIMATE LOCATIONS ONLY - FINAL FIXTURE COUNT AND LOCATIONS TO BE PREPAIRED BY ELECTRICAL DESIGN/BUILD CONTRACTOR I�1 IEXITI 3 LAMP, RECESSED 2x4 FLUORESCENT, INPUT Ilb WATTS 2 LAMP, SURFACE -MNT FLUORESCENT NI/ WRAP - AROUND ACRYLIC LENS; IMPUT 64 WATTS HI -BAY METAL HALIDE PENDANT, 400 WATT LAMP IMPUT 450 WATTS WALL ORGL6 MOUNT ILLUMINATED EXIT SIGN, W/ DIRECTION ARROW A5 INDICATED, EMERGENCY POWER PACK, WHITE. HOUSING W/ RED LETTERS, TWO 5 WATT COMPACT FLUORESCENT LAMPS. O F I RST FLR OFF I GE REFLECTED CLG PLAN SCALE: I/8 REFLECTED CEILING PLAN KEYNOTES O SUSPENDED ACOUSTICAL CEILING - SEE DETAIL 5 /A1.1 AND 11 /A9.1 GWB CEILING - SEE DETAIL 5 /A1.1 EXHAUST FAN 6' -0" CURTAIN BOARD - SEE DETAIL 1 /A9.1 PER 1991 UNIFORM FIRE CODE - TABLE 81 -13 . INSULATION NOTES O PROVIDE R -30 INSULATION OVERHEAD (UNDER MEZZANINE FLOOR) SEE FIRST FLOOR REFLECTED CEILING PLAN, ADJACENT I /A2.1 4' -0" X 8' -0" SMOKE VENT - EXISTING D.I HAREHOUSE REFLECTED CLC PLAN SCALE: I/16 " =1' -0" CITY Of TUKWI(A APPROVED AUG 3 1 1999 AS NOTED 6UI'DiNG DIVISION EBBE No. DATE REVIEWED BY: S : �he Ci s A r c h i t e c t s 2353-130th Avenue NE; Bute 202 Bellevue, Washington 98005 Phone: (425) 8691948 FAX ( 885-6208 OPUS® GLACIER CASCADE BUSINESS CENTER 08/02/99 PERMIT NEAT REGENED ni , CITY � T� AUG 3 1999 PERMIT CENTER METROPOLITAN TENANT IMPROVEMENTS CASCADE BUILDING A TUKIYILLA, Y ASHINGTON 7 B DARE FOR PERMIT TTBE: REFLECTED GEILINe FLAN DEBONED BY, RB DRAWN BY■ APPROVED BY OATS O1 -15-19 PRaJECf No; 11016.13A.063 gV .1 • NORTH SCALE: I \4 " =1' -0 CLEAR FIRST FLOOR - STAIR 108 O SCALE: 1/4 = -0" SUPPORT AS REQUIRED Q STAIR, SECTION SCALE 1/4 " =1 -0" GRAB BARS NAPKIN DISPOSAII® YIONEN) INTEGRAL SV GOVE BASE TYP TYP EAST 6 o SECOND FLOOR - STAIR 10E3 2 SCALE: 1/4" = 1' - 2X NO STAIR RISER 1 TREAD -SEE DETAIL 13 /A9.1 RAILING /GUARDRAIL SEE DETAIL 14 /A9.1 I /2" DIA. HANDRAIL V-0" 0.0. MAX. TYR NORTH ®KITH SINK EN SCALE: I \4 " =1' - CITY OF TUKWI A APPROVED AUG 3 1 1999 AS NOTED BUILDING OIvRSION ISSUE NO. RELEASE FOR PERMIT SYL A r c h i t e c t s 2353 -130Th Avenue Pe Site 202 t vuua Weuiinpt0n 98005 Phones (425) 99912046 FAX (425) 885-6208 oPus® GLACIER CASCADE BUSINESS CENTER 08/02/99 PERMIT DAIS pECE1VED a... ore pF TUKWI pus .- 1999 moo Gems REM 1 METROPOLITAN 2.11 (T ENANT IMnROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON VERTICAL CIRCULATION DES ED BY: DRAWN BY. REVEWED BY: APFRDYED BY= DATE: 01 -15 -99 PRO,iECr ND; 91016.13A.063 A1.1 COMPRESSION POST 0 12' -0' O.G. E4: WAY 12 6A. SPLAY WIRE IN PLANE OF EA. RUNNER (4 REGD.- 45° ANGLE MAX.) LEAD FLASHING MTL EDGE 4 GONT SEALANT 1Ili ill 1111111111111111lllllllI III I III I1 O AGP @ AL WINDOW HEAD SCALE: 5"= I -0" EXTEND NEW ROOFING MIN 24" OVER EXISTING ROOF ASSEMBLY EXIST R -I1 BATT INSUL EXISTIIN6 BLDG SHELL R -13 BATT INSUL GWB OVER 3 1/2" MTL STUDS AT Ib" 00 SUSP AGP ® IO' -O" AFF MTL RUNNER TRACK 61N8 WALL BEYOND 12 GA. VERT. HIRE HANGER 0 4' -0" O.G. ADJ. HANGER SIZE FOR LOADING PER CODE. 3 TURNS MIN. MAIN RUNNER ®�CR055 RUNNER 1 /ii O SUSP. CEILING SEISMIC BRACE I I SCALE: N T.S. GINS EA SIDE OF IND OR MTL STUDS SEE WALL TYPES BREAK MTL FRAME OR KNOCK -DOWN FRAME PNT TO MATCH WALL TEMPERED GLASS ® . 0 4EA (SILL SIM) " F W L_ SECTION. STAIR DETAIL SCALE. I' = 1' -0' HVAG UNIT BIDDER DESIGN WRAP TOP P MOOD OUR LY OVER 2x12 OURS CONT CANT STRIP EXTEND NEW ROOFING MIN 24" OVER EXISTING ROOF ASSEMBLY EXIST R -II BATT INSUL ( I) FLASHING @ ROOF PENETRATIONS C)Roor TOP EQUIPMENT, CURB SCALE: 11/2 " =1' -O" SCALE: 11/2 " =1' -0" WOOD ROOF DECK EXIST BLANKET INSUL EXIST 5TL GIRDER OR JOIST EXIST 15/8" MTL RUNNER TRACK, TOP 4 DOT 1/2" 6055 ON 1.5/8" MTL 511)05 0 24 "oc MTL EDGE SCALE: 3'=1' -0" COMPENSATION CHANNEL SCALE: 5".1'-0" � RAILING SECTION SCALE: 3/4' =1 - LINE OF 6WB SILL BELOW R -IS BATT INSUL 61 ON MTL STUDS MTL EDGE 4 CONT SEALANT LINE OF ALUMINUM. SILL BELOW EXISTING. ALUMINUM WINDOW SYSTEM ®8s PARTITION @ AL JAMB EXISTING ROOF DECK MTL COMPENSATING CHANNEL ATTACHED TO UNDERSIDE. OF ROOF DECK FIRE- SAFIN6 INSUL IN ALL VOIDS BETWEEN COMPENSATING CHANNEL 4 MTL RUNNER TRACK OR WD TOP PLATE 61.115 EA SIDE OF WD OR MIL 571105, SEE WALL TYPES ■ 11,EITUIdoNNA7L121 NN1 1■ ® CEILING ® TOILET ROOM SCALE: I I/2 " =1' -O" C) 'SCALE: 5 " =1' - SCALE: 5 " =1 -0 MTL TOP RAPER TRACK OR ND TOP PLATE SUSP AGP GL6 UPS ONE SIDE OF 51505 TO b" ABOVE FIN CEILING 8' MTL OR 2x8 PS FRAMING. AT Ib'OC SOLID ELK& SOUND BATT INSULATION 6W3 CEILING UPS EN SIDE OF MTL OR WD 511105 -SEE MALL TYPES EXISTING ALUMINUM WINDOW SYSTEM CONT SEALANT EXT 617 FINISH PLYIND FINISH TO MATCH GWB MTL EDGES AT FRAME AND OUTSIDE CORNER GINS OVER MTL STUDS a1 24" O.G. R -I3 BATT INSUL, TYP EXIST BLDG SHELL DETAIL ci9 AL WINDOW SILL .a♦ O TIP CURTAIN BOARD 7 SCALE: 11/2 " = -0 INTERIOR EXTEROR 12 THRESHOLD SCALE: 11/2 " =1 -0" I I"t 3/4" DOOR, SEE EGHEDU.E RUBBER TRANSITION AS REG FINISH FLOORING AS SCHEDULED GONG SUBFLOOR TG. 4 AL DOOR - EXISTING MIL THRESHOLD - EXISTING NOTE: REVISE TO ALGEPT NEW CARPET GONG SU3FLOOR CUT 2x12 WD TREAD (FIN FLOORING NOT SHOWN FOR CLARITY) GUT 2x8 WD RISER Ibd COMMON a G "oc. GONSTR ADHESIVE WD BEVEL SIDING FILLER GUT 2x12 WO STRINGER/ LEDGER ® WALL 5x4 WD SPACER • WALL rc Jf ,41 r =� 2 X b CONT. TOP RAIL 2X4TIP INTERMEDIATE RAIL 4 X 4 POST AT 4' -0' O.G. SIHP'.SIN TO JOISTS EA SIDE OF 4 X 4 POST PLYWOOD EDGE NAILING LVL RIM JOIST (2) 1/2'0 L55 kW WASHERS TAPERED END OF POST TYP 1(2) Ibd EA JOIST (2) TOP R I/8' 4 I FIELD WELD ANGLE 2X2X3.Ib TO BOTTOM CHORD OF JOIST SHOWN AND TOP CHORD OF ADJACENT JOIST O5 -0" MAX O.G. STEEL BAR JOIST 2 EONS 4b SGREY5 024' 00. IN GAUGE TRACK L— NIL EDGE FINISH PER ARCH CONNECTION TO JOIST AN STIFFENER TYP GE IL I NO SUPPORT ®, WALL SCALE: 5 " =1 -0" d 101 ■I� O 10 MTL DOOR JAMB (HEAD SIMILAR) SCALE: 3 " =1 -0" I /2" 12 GA HANGER WIRE FASTEN MEMBERS TO WALL ANGLE C ONE WALL EA DIRECTION I/2" SPACE 0 OPP WALL FOR MOVEMENT ALP 6WB MTL STUD WALL PER MANUFACTURERS SPECIFICATIONS DOOR AS SCHEDULED PLYWOOD STIFFENER IN GAUGE TRACK MIL EDGE STEEL BAR JOIST FINISH PER ARCH CITY Of TUKWILA APPROVED AUG 3 1 1999 AS NUIED BUILDING DIVIBION Sr A r c h i t e c t s ® ® A 2353-GIXh Ammo NE BWDe 202 Bellevue, Wedipbn 98005 Phone= (425) sea-1946 FAX: (425) 8&5 -8208 opus® GLACIER CASCADE BUSINESS CENTER RECEIVED CITY .OF TUKMA AUG — 3 1999 . PERMIT CENTER 08/02/99 PERMIT EWE NO. DATE B61 F"°==a: PERMIT METROPOLITAN TENANT IMPROVEMENTS CASCADE BUILDING A TUKWILLA, WASHINGTON DBAWN BY APP°~WIDD A .1 4 %'e "CO EXP. BOLT (EMBED 5" MIN.) ( /i "0'EXP. BOLT w /4 ": EMBED 0 5 /2 WALLS). (E) P.C. PANEL Y2' CDX PLYWOOD, ONE SIDE w /10d COMMON NAILS (.148 "4x 2 15" MIN. LENGTH) SEE FOUNDATION PLAN FOR PLYWOOD SHEATHING REQUIREMENTS 2 ROWS 10d 0 Co PLYWOOD CONTINUES THRU 0 SIM. SPLICE TOP PLATES w/12 -16d SINKER NAILS FINISH PER ARCH. (SEE FDN PLAN FOR PLYWOOD SHEATHING REQUIREMENTS) SECTION A -1.0 SCALE: 3/4" =1' -0" IV IV I- SECTION D -1 0 SCALE: 4'4 " =1' -0" 3" T &G PLYWOOD TJI PER PLAN WEB STIFFENER & HANGER BY TRUSS MANUFACTURER 4x14 LEDGER w/1 "0 EXP. BOLTS 0 32 "o.c. (EMBED 4'h MIN.) SECTION G -1.0 SCALE: 44 " =1' -0" PROVIDE 2x6 BLOCKING (ON EDGE) 0 ALL PLYWOOD EDGES SHEATHING PER ARCH. 9's "a EXP. BOLT 0 4'— O "o.c. (EMBED 2 4'4" MIN.) SLAB PER ORIGINAL CONSTRUCTION DWG's 5" T &G PLYWOOD TJI PER PLAN TJI BLOCKING PANEL 0 48 "o.c. STUD WALL PER PLAN 2 ROWS 10d 0 6 "o.c. LTTI31 STRAP w/18- 10d NAILS AT EVERY OTHER JOIST (E) V2' CDX PLYWOOD, ONE SIDE w /10d COMMON NAILS (.148 "0x 2 h/s " MIN. LENGTH) SEE FOUNDATION PLAN FOR PLYWOOD SHEATHING REQUIREMENTS (N) ADD 3/4"0 EXP. BOLT A 4 — 0 "o.c. BETWEEN E ) % "0 EXP. BOLT SPACE EQUALLY) EMBED 2 45 MIN.) 4 Io '-0 "I SEE FDN PLAN FOR PLYWOOD SHEATHING REQUIREMENTS,: (TYP -) SIMPSON MSTI60 0 8 —0 "o c. (UNDER PLYWOOD) SHEATHING PER PLAN I llIg11 SECTION B -1.0 SCALE: 4'4 " =1' -0" (E) STUD WALL PER ARCH. (E) TOP PLATES WITH 24 -16d' SINKER NAILS IN SPLICE (E) TJI PER PLAN (ALIGN WITH STUDS) (E) FINISH PER ARCH. (E) STUD WALL PER PLAN SECTION E' 1.0 SCALE: 4'4 " =1 -0" 2x6 0 24 "o.0. SHEATHING PER ARCH. SCALE: 4S " =1' -0" (E) SHEATHING PER ARCH. (E) 3/4' T &G PLYWOOD (E) 192" TIMBER STRAND RIM BOARD (E) A35 0 24 "o.c. TJI BLOCKING PANEL 3 -16d PER BLOCKING PANEL (STAGGER) TJI PER PLAN HEADER PER PLAN. WHERE OCCURS SECTION H -1.0 (E) PROVIDE 2x6 BLOCKING ON EDGE) 0 ALL PLYWOOD EDGES (E) % "0 EXP. BOLT 0.4' 0 "o.c. (EMBED 2 3/4 MIN.) (E) SLAB PER ORIGINAL CONSTRUCTION DWG's 5 43'V EXP. BOLT (EMBED 5" MW.) 2 ROWS 10d 0 :6 "o.c. itt4 '. it raLILIAla SIMPSON ST2215 STRAP UNDER PLYWD, OVER TRUSSES WITHIN 10' -0" OF WALL w /10 10d COMMON NAILS', MINIMUM EACH END 4'4" T & G PLYWOOD LTT2DBSTRAP w /10 -10d NAILS @ 48 "o.c. (E) P.C. PANEL (N) 2x6 BLKG. w/6-10d TO EXISTING RIM JOIST (N) WEB STIFFENER PER JOIST MFR. (N) 3/4" PLYWOO (A (N) TJI PER PLAN LIGN w /STUDS) (N) FACE MOUNT HANGER PER JOIST MFR. (N) ADD A35 FLAT 0 24 "o.c. SEE FDN PLAN FOR PLYWOOD SHEATHING. REQUIREMENTS SECTION C -1.0 10d 0 Cox. 1 1/2" TIMBER STRAND RIM BOARD FINISH PER ARCH. 3x4 FLAT BLKG AT STRAPS SCALE: 4'4 " =1' -0" TJI PER. PLAN (TYP.) 4x6 LEDGER w/ 4'4 "0 EXP. BOLT 0 48 "o.c.(EMBED 4" MINIMUM)-. (E) STUD WALL PER ARCH. (N) 10d 0 4 "o.c. (5) 4'd'', PLYWOOD (E) 1 V2" TIMBER STRAND RIM BOARD (E) A35 0 24"o.c. TOP PLATES WITH 24 -16d SINKER NAILS IN SPLICE (E) O 0 24 "o.cTJI J IST . (E) FINISH PER ARCH. (E) STUD WALL. PER PLAN NOTE; 3x4 BLOCKING TO BE AT .PLYWOOD.. PANEL JOINTS 3/4" TAG PLYWOOD 2 -2x6 - CONT. TOP PLATE TJI PER PLAN (ALIGN w /STUDS) STUD WALL PER PLAN SECTION J -1.0 GENERAL NOTES CONTINUED: 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 OF 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) PLYWOOD WEB TRUSSES THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION OF DIMENSIONS AND QUANTITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE STRUCTURAL ENGINEER FORA CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OF THE 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 ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE 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 INFIELD, OBTAIN ARCHITECT'S 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 NECESS -ARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR. SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL. STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. SECTION F -1. SCALE: V=1 GENERAL NOTES CODE: UNIFORM BUILDING CODE, 1997 EDITION LIVE LOADS: FLOOR_ .50 PSF OFFICE ...... .............................80 MPH ZONE, EXPOSURE "B" . ...........................ZONE lII FOUNDATIONS: SOB. BEARING CAPACITY EQUALS 2500 PSF PER THE ORIGINAL CONSTRUCTION DRAWINGS. SOILS ENGINEER TO VERIFY IN Fffi.D. 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. EPDXY: EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE HIT HY150 INJECTION ADHESIVE AS MANUFACTURED BY HI,TT. ANCHOR DOLTS AND REBAR TO BE INSTALLED IN DRILLED HOLES PREPARED IN ACCORDANCE WT111 MANUFACTURERS SPECIFICATIONS AND ICBO REPORT #5193. STRUCTURAL STEEL: 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 WELDS TO BE IN ACCORDANCE WITH AWS DI.I -96 AND BY WABO CERTIFIED WELDERS USE FRESH E7010C LOW HYDROGEN ELECTRODES. MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL. NAIL ALL HOLES WITH NAHS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A307; HIGH STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325N; EXPANSION BOLTS INTO CONCRETE SHALL BE HILTS "KWIC BOLTS -II" (MANUFACTURED AND INSTALLED PER ICBO.REPORT #4627 DATED JULY 1996) OR APPROVED EQUAL. FRAMING LUMBER: BASE VALUES 2 X 6 STUDS... ...DX. #2 .Fb = 875 psi 4X LEDGERS ...D.F. #2 Fb = 875 psi LUMBER NOT NOTED SHALL BE DX. #2 OR BETTER ALL GRADES SHALL CONFORM TO W WPA WESTERN LUMBER GRADING RULES — 1991 EDITION. ALL BOLTS BRADS AND NUTS BEARING AGAINST WOOD SHALL BE 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 PAISALLAM WOOD MEMBERS: PARALLAM MEMBERS ARE TO BE PARALLAM PSL MEMBERS AS MANUFACTURED BY TRUS JOIST/MACMILLAN AND FABRICATED IN ACCORDANCE WITH THE NATIONAL EVALUATION. SERVICE INC. REPORT #NER -481. THE PAR AI T AM.MEMBERS SUPPLIED SHALL PROVIDE STRESSES THAT MEET OR EXCEED THE FOLLOWING: BENDING Fb = 2900 psi;. HORIZONTAL SHEAR, Fv - 290 psi. COMPRESSION PERPENDICULAR TO GRAIN PARALLEL TO. WIDE FACE OF STRANDS, Fc = 650 psi COMPRESSION PARALLEL TO GRAIN, Fc =2900 psi MODULUS OF ELASTICITY, E = 2000ksi PLYWOOD: FLOOR SHEATHING .23/32 APA RATED STURD -I- FLOOR, T & G W/EXTERIOR GLUE OR APA APPROVED EQUAL SHEAR WALL SHEATHING 'h "CD W/ EXTERIOR GLUE OR 15/32 OSB ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1 -. 83, NAILING SHALL IIE AS INDICATED ON PLAN. TRUSSES: FLOOR TRUSSES ARE To BE TITS AS MANUFACTURED BY TAUS JOIST CORPORATION. TIES SHALL BE MANUFACTURED IN.ACCORDANCE WITH THE COUNCIL OF AMERICAN BUILDING OFFICIALS EVALUATION REPORT #NER -200. ALTERNATE TRUSSES ACCEPTED PROVIDED AN ICBO REPORT IS SUBMITTED WITH ME 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 CHORD.. ....... .....50 PSP L.L. PLUS 20 PSF PARTITION L.L. PLUS 9 PIP D.L. -- BOTTOM CHORD......... 6 PSF D.L. FLOOR TRUSSES DEFLECTION LIVE LOAD .:..:...:....L480 [NOTE TOP CHORDS TO BE DOUGLAS FIR SPECIES] TRUSS 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 A TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO SUBMIT WRITTEN NOTICE TO THAT AFFECT TO TIM ARCHITECT PRIOR TO SUBMITTING A COST: PROPOSAL OR BID. IF ADIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT. AND ENGINEER IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGPT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN ME TRUSS MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. TRUSS SHOP DRAWINGS WILL 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 THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE. OWNER. AND THE ARC IITECT' BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BEAN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL FIELD WELDING AND EXPANSION BOLT INSTALLATION AS REQUIRED BY UBC SECTION 1701.5. (GENERAL NOTES CONTINUED ABOVE LEFT) rigq 0 :;:(Y Of iUOA A AUG 3 1 1999 AS NOTED • c116LDSIG CI glIMM SHUTLER ®i ® CONSULTING Mr ME ENE ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: 8 (425)450 -4078 0 OPus® GLACIER CASCADE BUSINESS CENTER ©1999 All rights reserved. No part of this .document may be reproduced, ri any form by any means, Shutter paem:sshoa in writing from Shutter Caneultiug gnghneere, Inc. METROPOLITAN HARDWOODS TENANT IMPROVEMENTS CASCADE BUILDING 'A' TUKWILA, WASHINGTON RELEASE FOR PERMIT /CONSTRUCTION_....., 000 FOUNDATION SECTIONS MEZZANINE FRAMING SECTIONS GENERAL NOTES 100000: RI DRAWN BY: REVIEWED BY: JJS ... DATE: 7 29 - 99 PROJECT NO- 5 - S -1.0 1 OF 2 APPROVED BY: 500 1s- 14S \0-IS- I11S \9M00 \05 \66 \ :N ANUS 0[ :ES ' 66/20/90 FLOOR DIAPHRAGM NAILING DIAGRAM MARK NAILING BLOCKING 6 "o.c. ALL NONE SUPPORTED'' EDGES ' �. 4 "0.0. ALL EDGES 3x4 FLAT COLUMN - FACE OF P.C. PANEL BEYOND (E) P.C. PANEL PER ARCH. PER ARCH. Z - I v o PER ARCH. PER (E) 5 V2" FIN WALL ARCH. 60' -7 Y4" NOTE: PROVIDE 1/2" CDX PLYWD OR 1 T52" OSB ONE SIDE OF THIS WALL. BLOCK ALL EDGES & NAIL WITH 10d 0 6 "o.c. EDGES, 12 "o.c.FIELD. J ADD 10d NAILS 0 '6 "o.c. TO ALL, EDGES OF EXIST'G '/2" CDX PLYWOOD, SPACED EQUALLY BETWEEN EXISTING 10d NAILS 0 6 "o.c. IL r(E) 5 1/2" 6. -0... FIN WALL 24' -3W" N PARTIAL FOUNDATION PLAN 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 REQ'D DIMENSIONS PRIOR TO FABRICATING ANY STRUCTURAL MEMBERS. 3) SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. COLUM NOTES: 1) ALL NAILS TO BE 10d COMMON (.148 "Ax2 D/B" MINIMUM LENGTH). 2) NAILS TO BE SPACED © 10 "o.c. AT INTERMEDIATE FRAMING. 3) PROVIDE 2 ROWS 10d 0 6 "o.c. AT ALL DIAPHRAGM BOUNDARIES. FACE OF P,C, PANEL BEYOND G -1.0 H H -1 i 16" _TJI /L665 0 24 "o.c. II F -1.0 3' 1/2x9 1/4 -2.0E PARALLAM HEADER 1 STAIRS PER ARCH. J -1.0 I I I D -1.0 3 1/2 x9 2.OE PARnLLAM HEA ER 10' -0" - J T BOUNDARY NAILING .a DIAPHRAGM NAILING DIAGRAM SCALE: 1 " =20' 1.6" TJI /L65. 24 "o..c. F -1.0 JI/L65 o.c! C -1.0 II I 4x14 LEDGER - - - - — I 4x6 I FUER I E ( ' M EZ ZANINE MEZZANINE FRAMING PLAN SCALE: 1/8 "— 1' -0" NOTES: 1) TOP OF MEZZANINE FLOOR FRAMING (BOTTOM OF PLYWOOD) ELEVATION IS 1.1' -11 1/4 " 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. I I u V--V-)1� CITY OF TUKWILA !APPROVED AUG 3 1 1993 AS NO ICU BUILDING DIVITION ��— SHUTLER - ® CONSULTING NW MEN= ENGINEERS Inc. 12503 Bel-Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4078 OPUS GLACIER CASCADE BUSINESS CENTER ©1999 All rights reserved. No part f th is document r mti be reproduced. in any permission in any from Sheller Consulting Engineers, Inc. METROPOLITAN HARDWOODS TENANT IMPROVEMENTS CASCADE BUILDING 'A' TUKWILA, WASHINGTON RELEASE FOR PERMIT /CONSTRUCTION :cW PARTIAL FOUNDATION PLAN MEZZANINE FRAMING PLAN RL DRAWN BY: APPROVED BY: ENGINEER: REVIEWED BY: JJS Dar: 7 - 29 - 99 PROJECT NO.: 99 - l — 2 OF 2 6 R 1, ' 0 ZS TUS \0 ZS IHS \9hi00 \05 \66 \:11 NNSO RI :1g bl 66/Z0/80