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HomeMy WebLinkAboutPermit D96-0007 - MSA - FIRST FLOOR OFFICECity of Tukwila I, (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: 102304 -9076 Permit No: D96 -0007 Address: 11521 EAST MARGINAL WY S Status: ISSUED Suite No: Issued: 10/01/1996 Location: Expires: 03/30/1997 Category: ACOM Type: DEVPERM Zoning: M -2 Const Type: III -N Occupancy: WAREHOUSE Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: SEATTLE Sewer: VAL VUE Wetlands: Slopes: Streams: Contractor Licence No: SGACO * *084BS OCCUPANT MSA 11521 EAST MARGINAL WY S, SEATTLE, WA OWNER ALHA 4 LIMITED LIABILITY C 3225 S 116TH ST SUITE 177, SEATTLE WA CONTRACTOR SGA CORPORATION Phone: 206 778 -2191 6414 204TH STREET S.W. 4200, LYNNWOOD, WA 98036 CONTACT DAVID KEHLE Phone: 206 433 -8997 12878 INTERURBAN AVE SOUTH, TUKWILA, WA 98168 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** Permit Description: MODIFY DEMISING WALL, INSTALL FIRST FLOOR OFFICE IMPROVEMENTS. k***************************************** * * * * * * * * * * * * * * * * * * * ** ** * * * * * * ** *ilk * * * * * * * ** Construction Valuation: $ 80,000.00 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: $ 1,262.21 ****************************************************** * * * * * * * * * * * * * * * * * * * *,k * * * * * * * ** Permit Center Authorized Signature: 1444/14, {' �I� "'' TYYrY Date: 00 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature __ fflke�. ji Date: ../C2- /- Print Name:__PItle__L,t,1, 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. CITY OF TUKWILA Address: 11521 EAST MARGINAL WY S Suite: Tenant: Type: DEVPERM Parcel #: 102304 -9076 Permit No: 096 -0007 Status: ISSUED Applied: 09/05/1996 Issued: 10/01/1996 k * * k k * * * * * A * * * * * * k •k k k •* * * * * * * k k * * * k h * * * * k k k k * * h k k k * * :k * * k k -* * k * k * * k k k k * k * k k * * * Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. 2. Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 4. All mechanical work shail be under separate permit issued by the City of Tukwila. 5. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con - struction. These documents are to be maintained and avai1- able until final inspection approval is granted. 6. An_y :new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone' 3. 7. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in..length. 8. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or 'less, and material shall bear identi- fication showing the fire performance rating thereof. 9. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 10. Validity of Permit. i The issuance of a permit or approval of plans, specifications_, and computation, shall not be con- strued to be apermit for or an approval of, any violation of any ofthe provisions of the buiiding code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11. 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 OUALITY CODE, CHAPTER 51 -13 WAC. 12..There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector.' 13. EXIT SYSTEM SUBJECT TO ADDITIONAL REQUIREMENTS AT SUCH TIME MAZININE REVISIONS ARE COMPLETED. CITY OF r 'IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement/Alteration Permit Application Appllcatlon and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: Value of Const ction: Site Address: _ .,, ? City State ip: 1 .D - iL "at' 10.X t ► 1. d / C. �.1 Tax Parcel Number: DA 4l - (0-71, -0 1 Property Owner: _f_60 �Lph Phone: 77q- c).1°i1 Street Address: (� Cit State2ip: Lni 14,- D4 i ra.Li . #,m, 44,,,�M,i CIA ,f Fax #: 774 - ,:,)•1 i.(f Contact Person: jam„ v_j cL i epa._ i J(.1 Phone: 43'3 & q 7 Street Address: City State2ip: 2B s I - txurb� Ave 5�l ..' �e�,A tw'jc: ' Fax #: 4 - re 3(.,) Phone: 7 18 - 219 I Contractor: S L-7 is CO- pO rQ71 pc) Street Address: City State/Z ip: I d - r�o4 t 6 . UJ 2OO � i/ oOd Il i 9303(i) Fax #: -] 1 y1 - a i / l l Architect: b a Vi a_ 1 1� e h I e.' Gh 1 c �Ji f Phone: 433 �g� Street Address: City State/Zip: ) 28 -1E 4cru e ba.n At-Le 5o. 6ea.11Ct (d4 9G Fax #: lm f5 c'1-14( -83L0 61 Engineer: , ><� C �'�1�,� �(�c f; �t ���� �:. Phone: mil/ - G9 / U 0 Street Address: Cfity State/Zip: Fax #: L Description of work to be done: mylµf y6y451t4 Wbfa/ tofortim4. rAlS4 ''1,00A Urria wipitoilAostq,. Existing use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family Er Warehouse ❑Hospital ❑ Motel/Hotel 1XOffice ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family Warehouse ❑Hospital ❑ MoteUHotel 19 Office ❑ Other Will there be a change of use? ❑ yes lil no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes ❑ no Existing fire protection features: 1,1 sprinklers in automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: existing Area of Construction: (sq. ft.) Will there be storage of flammable /combustible hazardous material Attach list of materials and storage location on separate 8 1/2 in the building? ❑ yes ❑ no X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: -5-91 Application tak(lnlllals) CTPERMIT.DOC 7/9/96 ALL COMMERCIAUMULTI -F ILY TENANT IMPROVEMENT /A RATION PERMIT APPLICAT/O S M BE SUBMITTED WITH THE FOL *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 D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include • ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Date 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 Certificate of Contractor ". 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 W 'pa HORIZED AGENT: Signature: _4 0 Date: /119 • .. i �A / Q41 Fax #:14(0,.X5 0 Print name: Silt �► It. Si It V •-- Phone: , •r.ii• -r' 2 ./ Address 2,8 18 400,19,1'w. ► I • CITY OF -I UKWlt.A. City /State /Z.6, i . 08(a CTPERMIT.DOC 7/9/96 SEP 0 5 1996 PERMIT CENTER ** * A***** k** .A** * *•k * * **•k *k.A*4 ** ***A *A *k * **k4 * *:k * **a*:ti*•.kkk *.kA4* CITY OF 7UN:4lxLq. YtAt -00(51 *** *'444,444 *k * *.4•A*4•.4• * *- k ******* A** k• k* *A*•k4:4•k #k *.w* *4*4*k:kk * *•.k4 TRANSMIT Number: 89600474 Amount: " 495.46 09/05/96 10 :03 Payment • Method: CHECK( Notation: DAVID KEHLE ARCH Init: SLQ TRANSMIT Permit No: D96 -0007 Tube: DEVPERM DEVELOPMENT PERMIT Parcel•No: 102304-9076 Site Address: 11521 EAST MARGINAL WY 8 Total Fees: 1.262.21 This. Payment 495.46 Total ALL' Pmts: 495.46 Balance: . 766.75 • 4•k *k:1*•k*4*k4*4 *4*44 kkA* **4kk** ****4 **•k*** *'1***4*A** **4 *41*k *** Account Code Description Amount 000/345.030 • PLAN CHECK •- NOIJRES 495.46 Qgoo clslgco 4** *k*4*4** **4 ****:k*4,44*4*k*4*:l4 **4*A4 *4*4.4*44.4k•.t*•44** * **) **4* ::ITY OF TUKWILA, WA TRANSMl1 4* ***k4 k* ** **•k **•k *•k *a *fir *4*k **4 *:k•A*:4*k4k44A 44 %* *4**44 * *4+44*944{4** TRANSMIT Number: R960048E Amount: 766.75 10/01/96 10:09 Payment Method: CHECK Notation: S'3A CORPORATION Init: MEV Permit •No: D96-0007 Type: DEVNERA DEVELOPMENT PERMIT Parcel No: 102304-9076 Site Address: 11521 EAST MARGINAL WY S Total Fees: 1.269.21 This Payment 766.75 Total ALL Pm1;i:. 1.262.21 Balance: .00 *k *V: 4. *444 *4 ****4** *447..4 * *k* *4.4 *k *A *4 * **h* *4 *•44,44 *•2 * *•k * *4 * *44 -* {.'u c :ournt Cade Description Amount 000/322.100 l3UTLDING •- NONRES • 762.25 000/386.904 STATE BUILDING SURCHARGE 4.50. 3579 10/01 9617 TOTAL 766.75 t City of Tttkwlla John W. Rants, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Are Chief Permit No. 7)96-- 6 Project Name 0%� Address / =5- / E /% Suite # /CO Retain current inspection schedule Needs shift inspection '\ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: AMS Pre-Fire: Permits: � inch✓ l f /R- , rlo44. Authorized Signature Di //I 7/93 FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 -4404 • Fax (206) 575.4439 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Projectms A Type of inspe iof; —�'k /""" Address: ,,,. 1.-I/ .... Date `pin., called."--- � ��� Special Instruc ions: /Datewanted:j Requester: Phone No.: roved per applicable codes. Corrections required prior to approval. 3 Inspect tat Alq_. $42.00 REINSPECTION FEE REQUIRED. Prior,to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: kt 5 A.... Type of ,4 tion 63 e" c, Address/ / - 32_ ..tp A44-zi Date ca ed:. //iv 2 . / ir Special instructions: -.....1 Date wanted://, „..2...7.4‘ Requester: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. /64 '11-1-44&4" $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection, Receipt No.: -4.. 1. nibfv,•,- Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: s 4..., 7'"' et. Type of inspec'fion / Address: as-al �' #44, Date called: Special instructions: h-a •- '( c,,/u _ 4), cater .„ Date wanted / F.,‘?,,2, orii:'; Requester: 5.._..751__)/.4. Phone No.: n n Approved per applicable codes. Corrections required prior to approval. COMMENTS: /kid S41 4 .2--. /0 AA-1 Waal Z `G '2 42-D ,--.,tGr Y+ 6L.' I-- h-a •- '( c,,/u _ 4), cater .„ '-'1 r--',‹ ' f - / 1,tia....e___Lioc., _e_.__ 5.._..751__)/.4. ioei`- /'cee_s n l-c, Jam, Cl Cam. ess /0 (...x /re.4 Ov5e eil Oft__- iLz2. 11'7121 (mil --vi %Avv--Q..... iv-- v` r ei_ip-61(i-tef. Inspector: Date: (`1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: :k. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) 431 -3670 Project: VI ' S , A • , , r l SC/ 3717/C... 57/2-0-3 6,`>Jc 'iJ o/c-2;2A U►a1.i" Type of in cecjip ±: n 4V� 1 (+ Address 1152 -I E' oo, �� =te calle Special instructions: �U Tj�C' _'f,1_4_q(e Date wanted: 11 15 a cQ p,m. Requester: � i k--12- --z Phone gpi3 ', 0 4. Approved per applicable codes. Corrections required prior to approval. COMMENTS: r l SC/ 3717/C... 57/2-0-3 6,`>Jc 'iJ o/c-2;2A U►a1.i" 1VE:--i rT Ic.- W'Th' J 2: cif PO LAjL�. p f J A it-Fr, s S OIL— TO cz _ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTI N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a -copy with permit PERMIT NO. (206) 431 -3670 Project: A4 Type of inspection u._" Address: Date called: Special instructions: Date wanted: /�.„ �C� %(9/ D p. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspecto ri `$42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, CaII to schedule reinspection. Date: Receipt No.: Date: ..__ 4,_...... ,._._4.7..,*A.Ar ' nu.f •x. -,:,11. . tL:,c..:117A...4.1%..".f,.. INSPECTION RECORD Retain a copy with permit INSP • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. (206) 431 -3670 Project SA TINT of ins_pgc�tio`n STE -Ali Al 67 Date called: H 11 GG//vv Address: Special instructions: • Date wanted: _ _ PaP �fr { Requester: Rhone o.: qq3- Z`46,4 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: //i r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTIO O. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)9 (Raul PERMIT NO. (206) 431 -3670 Project: ' Type of inspectios Address: I 52. 1 vi ��Daj� called: 11 /4 ('( Special instructions: ° - - DDDatt wanted: is./ m: Requester: Phone No.: 9 9 ?4 (ad, Approved per applicable codes. Corrections required prior to approval. COMMENTS: (1.A4 ,, Inspector: Date: $42.ff0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: INSPECTION RECORD � 6751)1 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: A Type of nrk-WVI, a J)eS 2 , f� , Date called: i t Li- / (_ 1 'Special instructions: Date wanted: m I!( S-1 co p. • Requester: Phone No.: rutL J r _ 4. Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: ti Inspecto Date: $42.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. . (206) 431 -3670 rect /� }�f hy n o, S `I,�G N , �II,QC�Y Address: ill li,_ . rate call-d• r y 96 pecial instructions: `' i Date l me °tom, a.m. u ( /1■ Ph 561r (,'S - "7 b 1-1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 / 44a),--- v / C4'l a j£44A.A._ 6 4T5 ,7/ // "7 $�. 414,/l n r� Inspector: � /. % /.>_ $42. REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: A A A. / V'( /¢- Type of inspection:lC~�— J/ Address: Date called: /a—� 5'6 Special instructions: ce_Ciet, /d. 2: 6D, Date wanted: /QVa `may/ a.m. /'C� p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. .COMMENTS: Inspector: at Aril J Alit .11 kip $42.00 REINSPECTION VE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: Ata A { RICHARD HUDSON & A()CIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 o a f9.---0 0 Fltat(2.7 off Ica 16'11-r) ..G POW 1.177% e JOB 14154- 41\ SHEET NO SEP 1 2 1996 BY: OF DATE 1111 11.(CO co-Kpei- . s- ? &yecp2,-erre- . 7 _ 3;1 RCA,. _ TJ so. . 2. 141 B. c) • cy z w (e) ) -Vt‘ 2- • EXPIR:5 (,/r. -11 atl1,111CLT • TWP (E-R- I 11 I).0 - Lk) 17+(i.S ( 13 t- 20 15) + iv) • ,0 larrf, 1 . • C - - 14- ""' . 5$. 2, 7, 4. f V IS'iq7° (1.0 • A.e14115 • '1 (9 54 WI; zial.(40 = 4 r — — b. — 61: 5togi 52 zi{50.117 Lizi I( . . . 114 = SP +I (4+lo-t- ltx 14- 2- , ifs /,..17t • • RECEIVED • CITY OF TUKWILA SEP 1 6 1996 PERMIT CENTER [��r� a., 1�5rYr�e ..`r`�,ir "J'i:v:;;��.+ :ib,:�:3•i:; ,T %ti;'t.;: :w',y`l':V «eiw.'*5:. rTS:%.rn:r:»,F >`vra� <, z: P. t! y, ��9.•..:• z�ve &w.t,+t�Frt^f•;,.r�?� «v..aipy ae +, sE? tot, �x�- rwwaw«,.,,•., K.. y, w.. ...=e..,.n+�...xs «.+m�»».:w,.m. rrrait�xamem�r�.Tr+•nc..vN• RICHARD HUDSON & Al .3CIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB 1!V1 A" / !p'.- SHEET NO. 5 2. OF CALCULATED BY DATE uJ 1,3K..!.• WO' ` ' lO ,(, T /wax.. Co '3_4 I ?I 42-33/ GRiO 14. /68)=..7o4_ 2 /4t u�{, � G ap. i N 1"4 12-04 —4— C61 'y`v_ i_ /6 x /,.3j" 20. 8'` Fr& 3,s T5 3K 3xl . Aux., TS 3'P2, 3i. f . RICHARD HUDSON & Ak)CIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206-324-6160 JOB NSA- SHEET NO. 5'5 OF CALCULATED BY DATE CoLum4 @, Ggiip 7)-11 $ 14 Ho ey..49 i5o Ldr.$ 5(4'4 rAZ. Vas= 1103) •..•.•. ...... _ (.!2w..) It. '5(q41)r _ .1 _ 5.14 f: L.I 4 ,11‘ - .1 th‘. t t• 1.‘ est) oUN,e-7- G . - - LurY\ tr 21,' g- E 6(z, /2 ,1 0 c., - 4)(14.x),Ts: -, 43:2)‘. • •■■■■• 6+ door c-6 4„8 10,1161 14= .= toec op_g .P $D 22/ ( =.44,428 bA4A Po41100.):11111 caC'")-44G.814, ••• = 2.- , • IcSl cF fo .4) icsl_ IAA 2p 2. Lt. 5,51tr • X.4.4. .:Z,2i7.141.a,tritPrVga,- 141..TJPJZ#43.7 i'ia.11%y ?v:f447 .fo u:fr "ra»C�'a:¢wc.;rra�7,rt.;r �nfi .'h+rX�rreu r,uvsntm•�. rr.:,++�:: ^.•,.•. rnx- .w,x•....a,.w•.w..n..n,R.+ar.+x wr.- .MVmv. ' RICHARD HUDSON & AS.»CIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 r i JOB 5 { � �` SHEET NO. 5 OF CALCULATED BY DATE CHECKED BY DATE SCALE aeGt/v`n C.� 4 Qd C .4 -12. j2—I.4,e 14/2 = 11814- 2. V° 1y'.0 - z.(. Cp nJj- T- .,5^C) '21,)0(-1-5x. 20 G -12 2. co.. ,fl Lk_ coiM ..) e tj —12 @ ;1.' = 1 13 It-1 :0 2.Z <1 •;o • 1 • 0 OL I vwit k+ •L ;2'0 1994 Washington State Nonresidential Energy Code Cnmpliance Form Building 1994 Wainington Permit Plan Checklist ENV -CHK State Energy Cone Compliance Forms April. 1994 Project Address 02 I,r t 110 0 • Date 1.4 „.•10 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability circle one) Code Section Com • •vent Information R - • wired Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Sco• Unconditioned spaces identified on •Tans if allowed 1302 Space heat type 1e n.a. Electric resistance e no n.a. Other indicate on plans that etectnc resistance heat is not allowed Q no n.a. 1310.2 Semi- heated spaces Semi- heated spaces identified on plans if allowed ,'1. 1311 Insulation no n.a. 1311.1 Insul. installation Indicate densities and clearances no n.a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts - - no n.a. yes no . 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; -t'� 1311.4 Floor insulation Indicate R -value on floor sections; - Indicate substantial contact with surface; Indicate supports not more than 24” o.c.; Indicate that insulation does not block . airflow through foundation vents Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above • rade exterior insulation is •rotected IS o no n.a. 1311.5 Slab-on -grade floor yes no 1311.6 1312 Radiant floor Glazing and doors Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36- from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Provide calculation of glazing area (including both vertical vertical and overhead) as percent of • ross wall area 1-2- no n.a. yes no ... I 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatin•s, •as fillin•s I LL. yes no 1312.2 SHGC 8 SC Indicate glazing solar h =:t gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary 1313 Moisture control no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side I e no n,a. � .� $' no n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. 4 2 1313.3 Wall va. • r etarder Indicate va•.r retarder on wall section SIP maw no n.a. 1313.4 Floor va • • r retarder Indicate vapor retarder on floor section 1313.5 Crawl s.ace va•. ret. Indicate six mil black . h lie overia.. •. 17' on •round 1314 Air leakage no n.a. no n... 1314.1 1314.2 Bldg. envel. sealing Glazin•/door sealing Indicate sealing, caulking, gasketing, and weatherstnpping Indicate weatherstnpping yes no , 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketin • ESC - IPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -341 ye no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary ny question, provide explanation: RECEIVED CITY OF TUKWILA SEP 0 5 1996 PERMIT CENTER 1994 Washin ton State Nonresidential Ener Code Com a liance Form Envelope Summary 1994 Washington Stale Nonresidential Energy Code Compliance Forms Climate Zorn ENV -SUM Apnl,1994 Project Info Project Address 14,:i, !s. I 1(6171 �i� %All other (see over for definitions) Date 14.010 Total Glazing Area (rough opening) (vertical & overfed) divided by Gross Exterior Wall Area — times 100 equals % Glazing For Building Department Use teti X 100 = ZV % Concrete/Masonry Option Applicant Name: 0 kV i WA Floors Over Unconditioned Space Applicant Address: `2 ' V I R , .L �. Applicant Phone: 4,; ,alcil 10 Radiant Floors 'Project Description 0 New Building C] Addition 2ii Alteration 0 Change of Use Compliance Option 0 Prescriptive iikomponent Performance 0 ENVSTD (See Decision Flowchart (over) for qualifications) ❑ Systems Anaysis Space Heat Type 0 Electric resistance %All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area A they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) (vertical & overfed) divided by Gross Exterior Wall Area — times 100 equals % Glazing 11 /f 04 - ;c, (/w r I, X 100 = ZV % Concrete/Masonry Option LI 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. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roots Over Attic t l All Other Roofs �1 Opaque Walls Below Grade Walls WA Floors Over Unconditioned Space t4/ A Slabs -on -Grade 10 Radiant Floors t'llk Maximum U- factors Opaque Doors Or UP Vertical Glazing 0 , Overhead Glazing • Maximum SHGC (or SC) 1 CADS VerticaVOverhead Glazing Semi- healed space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 1 11 'Refer to Section 1310 for qualifications and requirements Notes: 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 Bturft2oF 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) U4actor 1994 Washin State Nonresidential Ener Codes ^om • Iiance Form • • Envelope UA Calcul . L ons Climate Zone 1 ENV -UA 1994 Washington State Nonresidential Energy Code Composites Forms April 1994 Project Address J I , , .nl Date Space Heat Type ❑ Electric resistance All other For Building Department Use Glazin : Area as % gross exterior wall area ?j ' % Concrete/Maso 0 . tion U Yes • o . Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component List components b assem • ID f!; pa • e 0 Proposed IM U- factor x Area (A) = UA (U x A) Target tM U- factor x Area (A) = UA (U x A) ro o, t i 5 U= Plan ID: I Ii•) pt ' e U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: e7,/e 0 -m2,5 " 7°i,'j M' INj1 DIIIII:EMII Glazing % Electric Resist. Otter Heating 0-15% 0.40 0.90 =15 -20% 0.40 0.75 =20.30% not slowed 0.60' =3040% not allowed . 0.50 (see Table 13.1 for ConclMasonry values) Pa tii GI c7 U= Plan ID: U= Plan ID: U= Plan ID: / 1' U= Plan ID: 1� U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric R.sia1. Other Heating 015% 0.80 1.45 =15-20% 0.80 1.40 =2030% not allowed 1.30 '30'40% not allowed 1.25 (see Table 13-1 for ConclMascnry vatues) N a § U= Plan ID: ;�I U= Plan ID: ,Mt. U= Plan ID: i. L • - ' Gs' [QD ZI 11► 1/0 19. 010 ,� Electric Resist. Other Heating 0.60 0.60 .Y2 cc $ z R= Plan ID: R= Plan ID: R= Plan ID: - Electric Resist. Other Healing 0.031 0.036 0 �$ R= Plan ID: •.ri/ Il�JuI/l I10f4 R= Plan ID: R= Plan ID: O.b4 4��'' 140.376 D." .� . / �! Electric Resist. Other Heating 0.034 0.050 IOpaque Walls' R= Plan ID: C% R= Plan ID: ivy 1 �iiaa6 R= Plan ID: -II UeA7 R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: ©•0o1Z R •.�jO = 133,010 0.111, 523,s (01•'110 0•01 I II/ j< ^ 13.31 I O. I ' /CPI. /0 a . Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 i Conc(ir>t) 0.19 0.19 Conc(oth) 0.25 0.25 a To g 3 m � 0 R= Plan ID: R= Plan ID: R= Plan ID: R= Plant!): , . Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Floors Over Uncond. Sp. R= Plan ID: R= Plana): Volc R= Plan ID: R= Plan ID: ■ Electric Resist. Other Heating 0.029. 0.056 Slab -on- grade R= l'O Plan ID: R= 0 Plan ID: R= Plan ID: R= Plan ID: o•5 4 10,9 $ttV1 Vt*Ti11Pilt0• 0.1 I0 �S I o CI ,bq I 1 P. - ,,, Electric Resist. F=0.54 (see Table 13-1 for radiant I(Z.'S' Other Heating F=0.54 floor values) For CMU walls, indicate core insulation material. Totals For compliance: 1Cv{g r • (1 (f r I Totals ig9,109 212 . [P 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. X Max Glazing Area (Table 13-1) 100 Maximum Target Glazing Area = 17: Target OG Area in Roofs over Attics LL Max.OG Kemaining c.. 1994 Washin ton State Nonresidential Ener Code Com • Iiance Form • • Envelope SHGC Calculations Climate Zone 1 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms Apnl.1994 I Vertical Glazing List components by assembly ID 8 page 0 Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Vertical Glazing Plan ID: PIan ID: PIan ID: Plan ID: PIan ID: PIan ID: •(QS 763205. *Mt rtf 0,6/1 12 r S 1)43st• 'Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 »20 -30% not allowed 0.65 .30-40% not allowed 0.45 (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: 14� / � ) �, �,L Totals 142 S 0A10r 1iS 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. I Overhead Glazing 11 List components by assembly ID 8 page N Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing PIan ID: PIan ID: PIan ID: Plan ID: Plan ID: PIan ID: 6: Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 , >20-30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totsisi Totals' 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls 1: OG= 2: OG= 3: VG= 4: 5: 6: 17: Roofs over Attics Other Roofs Walls 1: II lesser (circle) 7: Target OG Area in Other Roofs 8: Proposed Opaque Area Proposed OG Area 4: 5: 1: 2: Total Ta get OG Area (sum 010 + 011) Proposed Opaque Area 6: Proposed VG Area 3: 2: lesser (circle) 8: Target OG Area W 10: 11: 12: Target VG Area 9: Target VG Area 9: Target Opaque Area 13: 14: Target Opaque Area 15: Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Note: If there is more than one type of wail, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9, 12, 13,14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHGC calculations above. .4t0:g \O‘ 41,0Ss 1M397t e',.*tx to e•r- W 0±ca- (2) = 42 o UAW eVxo' 10'6 6rerag t fli¢060 2)-101' A *It . _ 11.11NOCO (p,..011x, Ffit OWaCs _ 1L(P." _ Oik-Fatt AG) • SA 9300, zi 14z.< 0.4z,o iNewreo hbrl ik4940Abo 44,60 I Ala WM 930:4 9, 1994 Washingt State Nonresidential Energy Code -mpliance Form Lighting Permit Plans Checklist LTG -CHK 1994 Wasnmgton State Energy Code °monance Forms Apt 14 Project Address 0 I I r dtTh rr Date 1,„ 4'14' 1 r� The following informations is necessary to check a lighting permit application for compliance with the Nghting requirements in the • 1994 Washington State Nonresidential Energy Code. . Applicability circle one) J Code Section [Component [Information Required Location on Plans Building Deportment Notes HTING_ CONTROLS (Section 1513 no n.a. 1513.1 Local controUaccess Schedule with type, indicate locations no n.a. 1513.2 Area controls Maximum Nmit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations e % no n.a. vertical glazing Indicate vertical glazing on plans yes no • overhead glazing Indicate overhead glazing on plans , yes no g 1513.4 Display /exhib/special Indicate separate controls 1513.5 Exterior shutoff Schedule with type and features, indicate location yes nom%; (a) timer w /backup Indicate location yes no ,r n.�J (b) photocell. Indicate location 1513.6 Inter. auto shutoff , Indicate location 0 no 1513.6,1 (a) occup. sensors Schedule with type and locations T. 1 yes no n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability): Indicate size of zone on plans E (Sections 152) -22 or 1530 -34) eHTINGINATTA l no Lighting Sum. Form Completed and attached. i , Schedule with fixture types, lamps, ballasts, watts per fixture . , ELECTRI MOTORS (Section 1511 ) yes no n.a.I IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm. efficiency 1 I no is circled for any question, provide explanation: • 1994 Washin tt State Nonresidential Ener Code ,m 'Hance Form Lighting Summary • • LTG -SUM 1994 Washington State Nomesgenoal Energy Code Compliance Forms ADnl.1994 Project Info Project Address ' '` b ❑ Less than 60 % of the factures are new, and installed lighting wattage is not being increased Date (� �/j, �� Allowed x Area ar4--- For Building Department Use ^, (i D Applicant Name: YI� �G +t - :IlZm..:M9__ % Applicant Address: b iN entipa i i L\ Applicant Phone: ft, Mil 1 Project Description I ❑ New Building Cl Addition . 'Alteration Compliance Option 1 El Prescriptive XUghting 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 fighting ❑ Less than 60 % of the factures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior Location (floor /room��nno.) �ItarirrJziEsac Occupancy Description Allowed Watts per tt2 " Area in ft2 Allowed x Area ar4--- .i r/ .ills ' 4 >.�iili7� is ^, (i D - :IlZm..:M9__ % L' 0.2 W /ft2 Outdoor Areas 0.2 W /ft2 Bldg. (by facade) 0.25 W /R2 Bldg. (by perim) 7.5 W/If Note: for building extenor, choose either the'acade area or the perimeter method, but not both) Total Altova>Dd Watts •a From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts 'Jj 010 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed k ��4 7i .i r/ .ills ' 4 >.�iili7� is ^, iii - :IlZm..:M9__ % L' 0.2 W /ft2 Outdoor Areas 0.2 W /ft2 Bldg. (by facade) 0.25 W /R2 Bldg. (by perim) 7.5 W/If Note: for building extenor, choose either the'acade area or the perimeter method, but not both) Total Altova>Dd Watts Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts, (j 4110 Maximum Allowed Lighting Wattage (Exterior Location Description Allowed Watts per ft2 or per If Area in ft2 (or If for perimeter) Allowed Watts x ft2 (or x If) Covered Parking 0.2 Wift2 Open Parking 0.2 W /ft2 Outdoor Areas 0.2 W /ft2 Bldg. (by facade) 0.25 W /R2 Bldg. (by perim) 7.5 W/If Note: for building extenor, choose either the'acade area or the perimeter method, but not both) Total Altova>Dd Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Location Fixture Description Number of Factures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1994 Washin t State Nonresidential Ener Code tm • Iiance Form • Lighting Summary (back) LTG -SUM 1994 Washington Stale Nonres,oentiai Energy Code Compliance Forms Apnl.1994 Prescriptive Spaces 'Occupancy ❑ Warehouses, storage areas or aircraft storage hangerstther Qualification Checklist Note: If occupancy type is "Other' and fixture answer is checked, the number of fixtures in the space is nol ac by Code. Clearly indicate these spaces on plans. ll not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and 4. Ballasts are electronic ballasts Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting Use' LPA' (W/ft') Use' LPA2 (W/ft') Painting, welding, carpentry, machine shops 2.3 Police and fire stations° 1.2 Barber shops, beauty shops • 2 Atria (atriums) 1 Hotel banquet/conference/exhibition hall" 2 Assembly spaces°, auditoriums, gymnasia', theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars° 1 Cafeterias, fast food establishments° 1.5 Retail A'0 1 Factories, workshops, handli • areas 1.5 Retail B10 Retail banki • 1.5 Gas stations, auto repair shops' 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ', storage areas 05 Libraries' 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 Parking garages See Swain ,su Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Cannon Areas Only' Schools buildin • s, school classrooms, eta care centers 1.35 Common area. corridors, lobbies ex • mall concourse 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, tombs, churches)°••" 1.2 Footnotes for Table 15-1 I. In cases in which a use is not mentioned specifically. the Unit Power Allowance shall be determined by the building otlicial. This determination shall he based upon thc most comparable use specified in the table. Sec Section 1512 for exempt areas. 2. The watts per square toot rpa■ be increased. by two percent per foot ofailing height above twenty fat. unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per t' t of ceiling height above twelve teet. 4. For all other spaces. such as seating and common areas. use the Unit ghr Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ailing height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a?portion of a floor. a Unit Lighting Power Allowance of 1.35 may be uscd for usable office floor arca and 0.80 watts per square foot shall be used for the common areas. which may include elevator space. lobby area and rest rooms. Common areas. as herein defined do not include mall concourses. 8. For the tire engine room. the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area. is 2.6 watts per square foot. 10. For both Retail A and Retail B. light for ticc- standing display. building showcase illumination and display window illumination installed within two fat of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square toot. Ceiling mounted adjustable tungsten halogen and HID merchandise display ill uminarics arc exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ailing mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location and height. is submitted. thc square footage for a warehouse may be defined. for computing the interior Unit Lighting Power Allowance. as the floor area not covered by racks plus the vertical face area (access side only) ol'the racks. The height allowance defined in footnote 2 applies only to the floor arca not covered by racks. ENVELOPE U -VALUE WORKSHEET .Element: f tiltm ge. 1 . SKETCH OF ELEMENT Nola: Moke copies of this form for ovary building *lament. • •__t i Framing Ratio Of spplicoblol T. • 1 f' • -(v't tL.ruve 141'1)% 0-19 lotitelf41 I* 1' eiiP , v`�t• ' • •, • :, Materiel lu a bigfi uM *IMP ev Thickness (Inches) R•Value per Inch R•Volue Solid R•Volue Cavity fot ht. 0tuv _f) -.11 Sum of R- Volues -10 ;bl p 1/11 • Framing Ratio Solid 11-Value X Arise of Element - - trot rorod offer openings such os doors. windows. and skylights hove boon subtracted 1 Framing Ratio :'i: ":' .. . `> <. -.. _ :.::BT ..... Covitylt.Voluot. s (1 - Framing Rotio) :: " ' `> ` : v ', aGl (D Sum of Adjusted U- Values Is 4 bl -4311.. - -_ Arise of Element - - trot rorod offer openings such os doors. windows. and skylights hove boon subtracted Element; l`i<tlt- SKETCH OF ELEMENT Note: Make copies of this form for every buildinp elemi'nl. l I.1 ,11 01 i Di 1 Orals e TAP/c, Framing Ratio (11 applicable) et Material Thickness Inches R /In Thickness P V&'ue Solid R value Csvtj oi(fi�rz =��rt o:11 20-wt _.I NsU.tptio I 111 al' i 11 4117 I Nhu R -iToi • iuo �! o tie? 01'8 -Ifi4. 1/2.'I d,/-1.� 1u5! Dr- 1:I12 turrt b • ul k 1 1 . 'Surnmation R Values ► kt,o • U t 1/R b , b"( U Vi'ue for Element (&.v9.) /4•ea of Element' Area of Element Is net Lee after openings such as doors, windows and slri:ahts tarn been subtected. • • • EL ant: fidE124Cti bu. J SKETCH OF ELEMENT NM,: Mrko copies of *Ns loom lor>very binding •lament. Framing Patio ( W applicable) • .145 • Material f'v.' Waft viz" }tp,.41p, Syr ez lore Thickness P /In P Value P value Inches Thickness Solid Ca»ty . 1 (AL 1* .442. 'Syy' $YZ r jt•l,b • U Value for Element (Avg.) • 1. %% g Area of Element' • 1 Summation P Values U . 1/R • • Aree.of Element fie net aea after openings such as doors, windows and skylights have been subtracted. • • • • • • CePi '• -f diau.'( NANsE .. %. i!L • • _SKETCH OF ELEMENT Note: Make apple; of this brrnt:for fiery building element. IIlUlltil(P�LYfK77J� 111t110111I 1111111111ttttIt111111111111111111tuIUi Framing Ratio (i1 applicable) • a: wsuurtbd wl psi p e44Lt Nbw i t To Pea._ , Iz 619k GEI(.I iJk 'f'Lfi4 • Material Thickness Inches PM Thickness Value Solid R value Cavity 1146tve k nLt 0.601 9 - °I „V - 1 0. *3 • A • ,is 3111 $ .; 0.4r mow. MAW( COI 44Tu.E .'/4 2.52 • 1. fM • Alf- 5I'ACf 1.1°1 • . Summation R Values 12.103 - U Value for Element (Avg.) Area of Element• Area of Element is net area after openings such u doors, windows and skylights have been subb•acted. lrttenit, riLMUNSAtige4k3swf VfirO i5 19tY�N5t3gmu7weae .rw,rmawuwnwuvwaaige.crrvoa r- crit!naancrtvaraft ~mc+.vow NOV 26 '96 08:58 HUDSON AND ASSOC RICHAL HUDSON & ASSOCIATES, LC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 FAX 324-6248 November 6, 1996 Mike Lough SGA Corporation . 6414 204th St. SW Suite #200 Lynnwood, WA 98036 via Fax 778 -2196 Re: MSA Mezzanine Dear Mike: P.2 RickHudson, P.E. Chuck Morris, P.E. - 7dL This letter is to confirm that the LTT19 straps between the precast mezzanine structure may be installed on top of the I joists. The nails between the LTT19 and the I joist may be a Teco type hanger nail, 1 ' "x9gage (.148" dia). Rick Hudson, P.E. Cc: David Kehle, Architect Elain_s ":;., %5 ?4l.!''t'Yrz i,w1r,:;:-3 ;:t s+.Y _`5 4 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA S E P 1 6 1996 PERMIT CENTER REVISION SUBMITTAL t. DATE: "1- I (-)- q C.0 PLAN CHECK/PERMIT NUMBER: b -I LP - 0001 PROJECT NAME: l 15A end o644'Ie3 PROJECT ADDRESS: 3514 50. CONTACT PERSON: bG Vim PHONE: 433-8gq REVISION SUMMARY: N0 I 1 eC a5 a Mczzzn i & nok) .bu-I- /ID 1, oat SHEET NUMBER(S) 5 - 1 , 3- Z 4 _`3` V d u'Cc.,Q . "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY w 3/19/96 Fire Department Review Control #096 -0007 (512) John W. Rants, Mayor Thomas P. Keefe, Fire Chief September 13, 1996 Re: MSA - 11521 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) Aisles leading to required exits shall be provided Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phones (206) 5754404 • Fax (206) 5754439 Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls,due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575-4404 • Fax (206) 575-4439 Page number 3 John W Rants, Mayor Thomas P. Keefe, Fire Chief installed. (UFC 701) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended *use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, St6(-1 The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Farr (206) 5754439 lLli t4:ti.:: p!f s:;'isi:t�irai: H;t`;ti t.K.Ic tT!!ir4 1•KA,A9 City of Tukwila s efOlQnIrPkiltr.:N,a,:'. iMq, mr 17 :emarmr!l'Sf2'.YkT.':Pt••'.M7tl et'i+ lVal,rawFtE 121917 11 "1!•'�}7w.�iY�AVdUi':?7..r"Y7^ '$!!l; FILE COPY John W. Rants, Mayor Department of Community Development Steve Lancaster, Director September 11, 1996 Mr. David Kehle 12878 Interurban Avenue South Seattle, Washington 98168 Dear Mr. Kehle: SUBJECT: Development Permit Application Number D96 -0007 MSA 11521 East Marginal Way S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 5, 1996, was reviewed at the September 10, 1996, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, -4*-e/L501--) Kelcie J. Peterson Permit Coordinator File: ' 'D96 =0007. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 4313665 CITY OF STATE OF WASHINGTON MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ,I•, Are • UNIFIED BUSINESS ID 0: 601 292 20 BUSINESS ID 0: 001 EXPIRES : 12 -31 -1996 ORGANIZATION TYPE • DOMESTIC PROFIT CORPORATION SGA CORPORATION 601 UNION ST SEATTLE WA 98101 2346 DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE DEPARTMENT OF LABOR.AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMEED HEREOI4IS REGISTERED AS PROVIDED BY LAN AS A tI,I�Twi1l11Y 1. �.I.:.,,• T 1 C1S i,lriflr isi`. �'�`'f�''..•ti. ;b 4.: 04Tid ET;;SW' 200 LYN iwoog ; %.A:: 98636 -5973 S�Aco•1% ds4g5 ..,fit;• • STATE OF WASHINGTON CITY OF TU WILA SEP o 51996 PERMIT CENTER RECEIVED • EP 0 5 1996 '7 RMIT CENTER SITE E 0/22 B iILD NG 514,15TIG8. 1EN4N1 BUILDING. CODE 1150'54 ZONING ^ PE GF CONSTRUCTION. 11,0 5FR //<LERE8 UNLIMITED AREA 4114 SEPARATION ALL SIDES 51TE AREA 192 ACRE /5'83 495 3(41 10 GRAVEL EDGE GR055 • 91,910. 5F 0002P4NC' GROUP E O5810E 5 -I WAREHOUSE 'ARC'YG REQUIRED INDUSTRIAL LIB SF BUSINESS /CCMNERCIAL = 20206055 425.094 4R0447/.I 254025 55 1,0 519.9 40042402.35/01/602 5 CAR/ ::95''LURE 3000 5F e 259,00 , -5 CARS :iECONC 04700 C. ICE 3000 S3 s :51000 = T5 12485 35 84125 °ARKIN:° Sµ004' 10 STALLS TENANT AREA 15,375 SF. NEW OFICE (157 FLO M) : 4915 5F. / 15 / 6900. U CARS EXISTING WAREHOUSE 0.650 SF. / 1/1000 • 11 CARS REQUIRED CARS 61, C4R8 514OWN 10 la U that h ToIrject t0 2005535 c 5 or 1 ii.acle(5 copy 04 ap '. pprrove • - 10 Date /"2-2:1312-4 1--�- Permit No � SEPARATE PERIOi'. REQUIRED FO. ` ,MECHANICAL rt ELECTRICAL PLUMBING '1;,BAS PIPING Om: OF 7414044 LA BUILDING DIVISION 22' WIDE BOND BATT5 EA 510E WALL • 50150 WALL . \/ \// ) \ J1 lJ 11]1 r1 1 29/110 BLOCK • GRID FOAM TAPE • WALL PAINT EXTERIOR FLAT BLACK 7 I/2" RUBBER FOR WALLS GREATER THAN B' -0'04 WIDTH WITHOUT AN INTERBECTNG WALL, PR07I0E 3g4. WIRES r SPLAYED • 45 70053 I\ / D EYE SCREW • CPWW� 4 3/4' OWALL SECTI ❑N SCALE. 1 1/2' = T�. CONT. METAL YRM. 5B° GYP. BD. (TYPE 'X' • FIRE RATED WALLS) ACOUSTICAL BLANKET • 5020 WALL. CAULK GYP. BD. TO FLOOR • AALLS 5O9m M D 51.54L. SECTION DEEP LEG TRACK - PAINT BLACK 3/4' x1" FILLER BLACK- NEARE55 GASKETS 114' 44CH SIDE OF FILLER SILL BELOW ,/ ATTACH • SILL AND CEILING - 041000 BLOCKING z TYP.5IEEL ! 5763) 9 PARTITION T❑ MULLION SCALE 1 1/2' = 1' -0' BLACK TRACK ALLPIINM 8REAKMETAL CUT BOTTOM SNAP. IN AL11151f1 • •OF GLASS CHANGING GASKETS 1/4° 164FILL WITH WOOD ()WALL_ TO WIND ❑W DO NOT ATTACH GYP. BD. TO DEEP LEG TRACK SILL BELOW AT791L7 1 4640 cSILRG 57EEL TR4CK PROVIDE T AIR 5P4/5G5 TO STEEL Silt AND ATTACH GYP. 40.10 5740 04/553 ND OVER P COVERED'LORWR SECTION SCALE: 11/2' = 1' -0' SECTION LOCATE FA45 A80VE v4ANDE FINISHED CEILING tU4 14.0 5PRINCL R AD BATT NSU1.471R4 1111 l 11111 1 1 ar 2 SETS OF 55105 4 -0' FLUORESCENT r LIGHT FIXTURES I/1'5I VP 0954 55 �a• --�' 1.E45 (0430491 VALANCE: GYP. BD. WRAP-PAINT, (SEE DETAIL / )' RILL HEIGHT /. 0 /1005 CF CCtMER PANTED 41153.80.- 560(450158458. PAPER TOWEL p4SP. R.O. 01.AT WAINSCOTED STUD P3unieme' (/411 (MN 6°1 W/ BA17 508.4TION' 1.I421 COWER TOP AND NOTGffD 005 (COLOR BOND, TO ea( 3/4"- ALL FACES 044 NOTCH ARE TO 8E ACCENT COLOR) COVED VINYL BASE (MIN 6') TYPICAL RESTR ❑OM SECTION, SCALE: 1/2' = ] 5x53 GA STEEL STUDS 56° GT0. BD_ALL SIDES 01/ METAL C ER BEADS FINISH FLUSH NOTE 5UPFORT SUPPORT ENDS W /2- 14 GA. 81405 MIN 4 "x14 GA STEEL STUDS • TOP 4 BOTTOM MELDED TO 5i1 FEEL 511149 VALANCE SCALE. 1 1/2' _ SECTION 111" EDGE OGLE i i P AR EOLIC LENS t' -0' SECTION •4R' SPACE GYRED 00 GLB � GYP ED. EA. 605 6° DEEP LEG ATTACH TO GIB W/3 - 15/8' SCREWS 0 2' -0' OC. (DEEP LEG IS 1°) 51105 20 6A. • Y -0'00. NOT ATTACHED TO TRACK 8UT LAPPED UP INSIDE 1'. GYPS,. ATTACHED TO 5711D- NOT TO GLB OR TRACK- LAP I VP CN GLB NOTE- V SOLO 535(1.47E WALL TO I0' AT OFFICE LOCATIONS 2)00A51 ANY /4411 P0ETR4TIt7N5 F055004, (ELEC- TELEPHONE, ETC.) 3)0446/553/5.60.00 CONCRETE SLAB. ALT. HEAD DETAIL SCALE. 1 1/2' = 1' -O' MR. PANTED BLACK FASTENED *MAX b` OC. SCAM CALK PRIOR / TO ATTACHING GTP. BD. SECTION STEEL STUD BRACE • 8'- 415 00 TO ROOF PIFLIN - ATTACH TO TOP CF WALL AND PB5N BATT INSULATION - R -II - 75RIFY W.4ERGY c4Lrs. TIP. OFFICE WALL FRAMING Wean 0(0IILATI54 31Q'x25 GA STEEL 51135 • 24' 0/0 5/5/ GYP. BD. EACH SIDE R -I9 DI/AFORE BARRIER ON WAREHOUSE SIDE ®PERIMETER OFFICE TO WAREHOUSE SCALE: 1 1/2' = 1'-0' SECTION 53401E FOR RATED CORRIDORS I/4' WIRE GLASS N STEEL GL42NG0.05 • 2' -0' 04C OAK FRAME RELITE /D ❑❑R SCALE. 1 1/2' = k 6 24• I ROOK FINISH SEE F54514 5749401 SECTION LAMINATED OR TEMPERED SAFETY GLAZING TYPICAL /10 D 24113 /51LL AND 4000 STOPS OAK RELITE SILL SLALOM PAPER OR 715O)EEN SCALE, 1 1 /2' = 7-0' SECTION INSULATION - -12" GYP. Bb- OR CEILING TILES BRACED OR STRAPPED TOGETHER TO PROVIDE AIR TIGHT ENCLOSURE U./INSULATION 45005 - STEEL STUD FRAMING AS REQUIRED - PARABOLIC LENSED FLUORESCENT FIXTURE FOR RECESSED LIGHTS IN AN 1NSULATED SUSPENDED CEILINGS LIGHT FIXTURE PROTECTION SCALE. 1 1/2' = NOTE: )USE IN SEISMIC AREA AS REQD BY CODE 7. 54P5308755G WIRES TO BE /GA• 4' -0' O/C C04YECTED TO BOTTOM CHORD OF TRUSS W/ 11/4" EYE SCREWS. EMBED MIN 3. 8- 0° TO I6'- 0' SECTION INSTALL 12 544061ICAL WIRE CCNBC1ED TO MAIN RF ER 4 TO 51R1C711RE ABOVE INSTALL A SECTION CF I IRE' x 20 GA AFF / STUDS 04006441 C4L WIRE R551NG NFU CENTER CF 51UD5. STUDS TO RN FROM TOP OF TEE TO BOTTOM OF STRICTURE ABO'4E.WRAP END OF VERTICAL WIRE AROTm STUDS BOTTOM. FASTEN STUDS TOGETHER W/ SCREWS AT W' 0/0 (BEE D1L / ) SEISMIC BRACING CROS5 8009/5 INSTALL 92 GA WINE CROSS BRACRG W EA PLANE CF MAIN RAWER n' -0' O/C • 45 0451.E N BOTH INFECTIONS 4/ THE FIRST POINT WITHIN FROM EA WALL MAIN RIMER NO SCALE 3 trz" 111, ST110 Ix WOOD BLOCKING I10 "x OAK JAMB 0/8' x OAK 5TOP SMOKE SEAL / SILENCER L. -- -SOLID COLE WOOD DOOR W/ OAK VENEER 5/5 GYP BD. EACH SIDE (TYPE 'X' RATED • CORRIDOR) ad DOD FRAME DETAIL SCALE. 1 1/2' = 1' -0' TYPICAL 111003 JAMB AND STOPPED IN GLAZING T IT ITYPICAL TOP CF WALL BRACING DETAIL I /4" 5141m 41 ALL GRID 10 CN WALL ONECT105 TYPICAL TOP TRACK PAINTED BLACK - TYPICAL MLR.* TO GYP. BD NOTCH 1740:/11 100200(515 5. 6° RELITE HEAD SCALE: 1 1/2' = SECTION CITYROFETIIttWIIA SEP 0 5 1996 PERMIT CENTER SECTION 0) 40 CO 03 I 46 a01 00 04v T--1 (31 24' -8" 1 -6 9" 3v 14' -6" 6' -I" 269' -6" 2_,, -6" 24 .5 LXISTING DEMISin IUALL TO BE REM •. • 3" 2� .—NEW DEM151NG F WALL TrPE 5 • 10 11 12 �- 24'-0 24,6_ 24' -6" NE3 EXTERIOR DOORS AND STAIR FOR OFFICE SEE SHEET T 3 2' -11 I0 4 EOUAL 4 EQUAL / 3 EQUAL 24,..s, 24' -6" 2' -II 1/1' 6' -I I/2" 6' -I I/1" 4 2" 6' -I 1/2" 24-6" 24' -6" 24'- 6"_24' -6'. vqb 0007 OM S A KEY PLAN 0' 5' 10 15' 25' 35' SCALE 1/16" 1' -0" LEGEND A lJ LO -34( D. 5. xxxx 2=K1 x X Mae, 00000011111000111 • OFF E.J. R.DF. • FE LExITJ a GENERAL NOTES WALL TYPE DOOR TYPE ROOM NUME38. e NAME WINDOW T`PE DOUJNSPOLT TILT UP CONCRETE STEEL STUD STEEL STUD W NSULATION WOOD 5TGC CHAIN LINK FENCE SEPARATOR -9' -APE. CATCi -I BASIN TRENCH DR44IN COLUMN PIPE BOLLARD 6" DIA. CONCRETE FILLED JNLESS NOTED OTHERWISE EXPANSION 40157 REFRIGERATED DRINKING FOUNTAIN FIRE EXTINGUISHER TYPE - 2 -4 10 BC 'RECESSED IN OFFICE AREA ONLY; ILLUMINATED EXIT SIGN ABOVE DOOR OR HANG FROM CEILING DUPLEX OUTLET 4 -PLEX OUTLET TELEPHONE JACK Wi MUD RING AND PULL STRING J -BOX FOR POWER AND /OR PHONE WALL TYPE5: (FOR FINISHES AND WAINSCOTING 5EE ROOM SCHEDULE) MARK DESCRIPTION 6" STEEL STUDS (20 GA) 9 24" O.C. FULL HEIGHT W/5 /5" GYP EACH SIDE (INSULATE LIKE TYPE 3 41 OFFICE ONLY ) ENERGY CODE NOTES: 1. WAREHOUSE 5 A 5EMI- HEATED SPACE LIANA GA5 454T UTILIZING A MAXIMUM OF 8 BTUH /SF. LIGHTING TO BE LIMITED TO 5 WATT5 /0. 1. OFF/GE I5 4 HEATED AND COOLED SPACE, FULLY INSJLA1ED WITH R -19 INSULATION IN CEILING JOISTS A5033 SUSPENDED CEILING. (U = 0.05). NO ELECTRIC RESISTANCE HEAT IS ALLOWED 3 OFFICE PER METER HAS R -10 INSULATION AND VAPOR BARRIER UNDER SLAB. 4 SEE WALL T rPES SCHEDULE FOR U - VALUES. 5. AIR LEAKAGE: ALL JOINTS OF WALL TO WINDOWS, w4LL TO DOOR FRAMES AND ANY OFFICE PERIMETER 4)444 PENETRATIONS MUST BE CAULKED. 6. LIGHTING CONTROLS: EACH SPACE 51-IALL HAVE INDIVIDUAL SWITCHING AND AREAS WITHIN 11' FROM EXTERIOR WINDOWS SHALL HAVE DUAL LEVEL SWITCHING. M41<0 -31 LIGHTING LOAD PER CIRCUIT 15 MA3111U1-7 OF 805 OF A 20 4MP. CIRCUIT. HANDICAP CODE: 1. ALL DOORS TO HAVE LEVER HANDLES MEETING ADA STANDARDS. 2. RESTROOMIS TO HAVE EXTERIOR DOOR 51GNAGE WITH HC. SYMBOL AND BRAILLE FOR NAME (MEN, Wt0MEN) LOCATED ON WALL ADJACENT -0 STRIKE AND AT 60" TO CENTER AFF. 3. RESTROO'15 TO HAVE 1 1/1" DIA. GRAB 5435 (36" ON BACK WALL, 48" C5 SIDEWALL) AT TOILETS, TOILETS LOCATED 18" TO CENTERLINE FROM ADJACENT WALL WITH SEAT AT 11' TO 19" AFF AND FLJ51-i LEVER ON OPEN SIDE OR IN MIDDLE. 4. BOTTOM OF MIRROR TO 5E 40" MAX. A50VE FINISH FLOOR SINK TO BE MAXIMUM 34" AF WITH 29" CLEARANCE UNDER OP. INSULATE HOT WATER PIPING AND WASTE PIPING. 5. ALL 10<'5550RE5 SHALL BE MOUNTED 4T MAX. 40" AFF TO OPERATING DEVICE. DEFERRED PERMITS Hv4C 2. ELECTRICAL 3. SPRINKLER 4. PLUMBING �IrROFEr�KwI�� SEP 0 5 1996 PERMIT CENTER �rn 0, CO mro I M M 43 V' N 00 2 —43 • -. _. - EDGE - OF MEZZANINE ABOVE - -GT °. BD- CEILING O.(t -6 ON PROVIDE IR" GYP. BD. TO 6'20 GA. STEEL JOIP 5; R -I9 O,r CEILING BELOW AS DRAFTSTOP INSULATION 5/8' GYF 3D. !SOTTO 12' PLYWOOD TOP -- �4 > Fol- t - -►�, ` mil null • _ moat; I ►► •�1� _ME■I• sue► I1■III��m ter IIIIIIIIt► wIIII IM 111 M►A1_■1•1-1-t-►3 011 1111 11■ ► ►��mtin " ,I� M- 1111111111111111E 11111ti ■J11•1111111=111111=1111111► c_IIIIII►zcMIIIIII► clIIMIE =MN •!■IIIIIIIII♦EIII ��i':1 ®► rte MIIMI NR■ ■ ��� trtl����MIIII■I■INIIi1111111IIM■Il■■MI NININIIII imusu► ta►Zr ►om■■ immi'Ii110orammig 11. lomt!IIl►► •m►►1- m■1■ammtim Ilmmiimm. ��IIIIIIIIII- ����■I■�1 �� ®I■■IMIIMII�� �►Zimns ►► c ►Zmm zsmm ►Zclm1111N11111111t111111► IN MIV 'EB:aMIII=/I111111111111111111111111•111111M11 loMMIIIIIM-111111=111:1=111141===== " ui moiu••ia•iu• �► 1� ►Z�1• ►a��1N■►®,�1�► ■∎� �I�llllll■llllll■111 111 1111l11111g1• ®�1��� 11.101111 -- It 4 4 4 a L -1 [EXIT CEILING: HEIGHT AT <8.5" AFF. w,-I9 'BATT INSULATION I11 M S A REFLECTED CEILING PLAN 0' 5', 10`. 15' 25' 35' SCALE I(6" • 11-0" WA. L SCHEDULE 1 - WALL MOUNTED 2 TUBE FLUORESCENT x 4' 56 WATTS EACH x 4 254 WATTS ILLUMINATED EXIT SIGN ® 2' X 4' 3 -TUBE FLUORESCENT 59 WATTS EACH x 59 = 5,192 WATTS 2' X 4' 2 -TUBE FLUORESCENT 66 WATTS EACH x 12 = EXEMPT FIXTURES 2' X 2' 2 -TUBE FLUORESCENT 65 WATTS x 2 = EXEMPT FIXTURE TOTAL 5,456 WATTS 4,615 S.F. x 1.2 WATTS / SF. = 5,610 WATTS ALLOWED EXHAUST FAN pqbcx7 8.3 NEW CONCRETE W /STEPS TO WAI TILT UP CONCRETE PANEL W/ 3 1/2" x 25 9,4. STEEL STUDS 0 24" O.C. W/R -II BATT INSULATION, VAPOR BARRIER 5/5" GYP. BD. 4" ABOVE CEILING FS. 25 FACING ON INSULATION ABOVE (U•0.118) 2 3 1/2" x 15 GA. STEEL STUDS AT 24" O.G. W/5/8" GYP. BD. EACH SIDE SOUND INSULATE PER PLAN 3 6" STEEL STUD 20 GA. 0 24" O.C. W/5 /9" GYP. BD. EACH SIDE R -19 INSULATION W /VAPOR BARRIER ON WARM SIDE TO STRUCTURE ABOVE , PLYWOOD WAINSCOT TO .8' AFF. ON WAREHOUSE SIDE (4.0.092) 4 PLUMBING WALL 8" TRACK 12/3 1/2" x 25 GA STEEL STUD 0 24" O.0 0/5/8" WATERPROOF GYP. BD. EACH SIDE , SOUND BATT INSULATION FULL THICKNESS (PROVIDE BACKING AS REQUIRED) 5 6 x STEEL STUDS (20 GA) 0 24" O.C. FULL HEIGHT W/5 /8" GYP. 00. EACH SIDE (INSULATE LIKE WALL TYPE 3 AT OFFICE) (4.0.092) X X X X X X NEW STUD WALL =Rag= c2$ NEW STUD WALL W /SOUND INSULATION CONCRETE TILT UP PANEL DOOR SCHEDULE Q 1 EXISTING 3' =0° X 8-6° ALUMINUM STOREFRONT DOOR RE -KEY SIGN "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 2,355 3' -0" X 8'- 0 ^.SO. WOOD, WOOD JAMB, LOCKSET 18 ,2031 WALL STOPS, SILENCERS. 4 BI -FOLD 6' -0" X 8' -0" H.C. WOOD, WOOD 241158, TRACK AND HARDWARE, WIRE PULL. SCALE 1/8" • I' -0" NEW. 3' -0" X T -0" HOLLOW METAL DOOR AND METAL FRAME (GROUT SOLID), EXIT BAR WITH ALARM ONLY, WALL STOP, T44RE9NOLD, WEATHERSTRIP, LATCH GUARD, DRIP CAP (PAINT) 8,14 3' -0" x 81 -0" S.C. WOOD, 1.6000 JAMB, CLOSER. THRESHOLD, LOCKSET, KICKPLATE, WALLSTOP, WEATHERSTRIP 9)0 3' -0" x 8' -0" S.C. WOOD, 41000 JAME, PRIVACY LOCK, SILENCERS: 044468OP 11 3' -0" X 5` -0" S.C. WOOD, WOOD JAMB, PUSH/PULL. CLOSER KICKPLATE, 1/2 SAFETY GLASS 12,13,15 3' -0" x 8' -0" 6L. WOOD, WOOD JAMB, LATCHSET, 16,1'(18 SILENCERS,: WA-LSTOP ROOM NAME ROOM SCHEDULE (FLOOR COVERINGS BY TENANT) l 12 • SLAB 123.45 FLOOR: CARPET WITH RUBBER BASE (3 1/2" TYR) 9,10.12, WALLS: PAINTED GYP. BOARD (EGGSHELL ENAMEL - 85) 13,1 )5)6 CEILING: 5454. ACOUSTICAL CEILING (SOUND) 11,45)320 LOOK TEGULAR) 0 8' -6" AFF 61 FLOOR: SHEET VINYL WITH 5" COVED BASE WALLS: PAINTED GYP. BOARD (9045) 4' PLASTIC LAMINATE WAINSCOT CEILING: PAINTED GYP. BOARD (BCE) AT 0' -6" AFF. 8,11 FLOOR: VCT WITH RUBBER BASE WALLS: PAINTED GYP. BOARD (EGGSHELL ENAMEL - EE) CEILING: 5454. ACOUSTICAL CEILING (TYPICAL) -8' -6" AFF. WINDOW SCHEDULE A 2' -0" X DOOR HEIGHT WITH WOOD SILLS AT .3 ", SAFETY LAMINATED, CLEAR, WOOD JAMB 4' -0" x 5' -0" WITH SILL AT .3' -0 ", WOOD 24118, t V F O CLEAR INSULATED apPR SEQ � 3 `9� �.a�O1N� vS�� CITYROFETUKWLLA SEP 0 5 1996 PERMIT CENTER 85TI48— MSTI48 63/4 x 191 GLB ( +V ") 644 x 191 GLB (? 14") 6V x19YS GLB G -2 (+V ) J -2 5Ye x 1614 GLB 568 x 1614 GLB F -2 ® LTT208 514x1645 GLB 1 544x1611 GLB A 2 4X101 LEDGER '1 4 10 LEDGER 1(' -9YZ" 12'. -4 MEZZ. FLOOR FRAMING PLAN SCALE: 14" = NOTES: 1) THE FUTURE FLOOR SHEATHING WILL BE V" SUB — FLOOR. FUTURE UNDERLAYMENT ASSUMED W. 2) TOP OF JOIST FRAMING 11' -1045" CONFORM WITH ARCHITECT, 0007 MEZZ. FOUNDATION PLAN SCALE: 14° = 1' -0" NOTES: 1) 03.5 = 3'- 6 "83' -6 "811 -0 0001740 WITH 4 -05 EA. WAY BOTTOM. Ll GENERAL L NOTE )i 1. ALL U41041AL5, WORKMANSHIP, 0051514 AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS. SPECIFICATIONS, AND THE APPLICABLE UNIFORM BVILDING CODE (1994 EDITION). 2 STRUCTURAL DRAWINGS SHALL BE USED In 1 INJUNCTION 4TH ARCHITECTURAL DRAWINGS TOR THE BIDDING V CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS *N( f 3i*01TON5 000 rOMPATIBIOTY AND SHALL" NOTIFY ARCHITECT OF ANY DISC E'ANCIES P4104 TO CONSTRUCTION 3 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 4 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIOUES, SEQUENCES OR PROCEDURES REQUIRED TO PER0048 415 WORK. 5 CONTRACTOR— INITIATED CHANGES SHALL BE SUBMITTED IN WRI=NG 110 'HE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP 0004000 ONLY WILL.. NOT SATISFY T0S REQUIREMENT 6 DRAWINGS INDICATE GENERAL AND TYPICAL DETAIS OF CONSTRUCTION WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. SIMILAR DETAILS OF CONSTRUCTION SHAD, BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER, 7. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 8. SHOP DRAWINGS FOR GLUL. .MS AND TJI'S SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 9. ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER I5 RESPONSIBLE FOR CODE CONFORMANCE. 5UBM15510N SHALL INCLUDE A REPRODUCIBLE AND A COPY, REPRODUCIBLE WILL BE REVIEWED AND RETURNED. 51-104 DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO RENEW BY ENGINEER. CODE O UNIFORM BUILDING CODE, 1994 LIVE LOADS: ROOF....25 PSF WIND. 80 MPH, EXPOSURE B SEISMIC ZONE 3 FUTURE FLODR....50 PST OFFICE __ PSF PARTITION FOUNDA110NS FOUNDATION DESIGN PER REPORT 1192 -02 —, DATED BY GEOENCINEERS INC. ALLOWABLE BEARING PRESSURE 25e0 71=4. ALL SITE PREPARATION AND FOUNDATION CONSTRUCTION PER THIS REPORT. REPRESENTATIVE FROM GOWER ASSOCIATES TO INSPECT AND APPROVE ALL FOOTING EXCAVATIONS PRIOR TO O POURING CONCRETE. CONCRETE: Tc a 2500 psi FOR FOOTINGS MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE *BC AND' CCI CODE 318, LATEST EDITION. PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER REINFORCING STEEL. ALL REINFORCEMENT SHALL CONFORM TO ASTM A615- 62(51) 6,11095 AS NOTED FOR WELDED REBAR. REINFORCING SHALL BE GRADE 60 (fy60,000 psi). COVER TO REINFORCEMENT TO BE: FOOTINGS ............................ 3 INCHES STRUCTURAL STEEL: TUBE COLUMNS SHALL CONFORM TO ASTM 6500, GRADE B (fy = 46.000 psi). HOT ROLLED STEEL SHAPES SHALL CONFORM TO *STN A -36 (fy = 30, 000 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.B.0 CER4FIED WELDERS. USE FRESH E70 040014ODE5. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. FABRICATOR AND ERECTION SHAD BE IN ACCORDANCE WITH RISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION. WELDED HEADED STUDS SHALL CONFORM TO AWS 01.1. PLYWOOD: WALL SHEATHING 1/2" CDX PLYWOOD OR OSB ALL SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. I, CURRENT EDITION. NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR 15 TO CALL THE ENGINEER FOR OBSERVATION OF ROOF AND FLOOR DIAPHRAGMS VRIOR TO COVERING FRAMING WMBEFN 2 X 4 STUDS ................. 4.F. SW) 2 X 6 STUDS .............. H F #2 4 X........ DE #2 LUMBER NOT NOTED TO BE 0 F p2 OR BETTER. ALL GRADES SHALL CONFORM TO WWPA GRADE RULES FOR WESTERN LUMBER-- - MOST RECENT EDITION, ALL BOLTS HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED M'JM MOISTURE CONTENT 193 AT INSTALLATION FOR ALL LUMBER STEEL HANGERS TO BE SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN. TJ JOISTS MANUFACTURED BY THE TRUS JOIST CORP IN ACCORDANCE WITH VIER 200. GLU LAMINATED MOOD MEMBERS GLU— LAMIM1ATED WOOD BEAMS KILN DRIED, INDUSTRIAL APPEARANCE. STRESS GRADE COMBINATION 24 -7-24 (40 =2400 psi: fv=190 psi) AT SIMPLE SPAN BEAMS. STRESS GRADE COMBINATION 240 —V6 AT CANTILEVERED BEAMS (0 =2400 psi. ', = 165 psi). G:_., —LAMS MUST OE OBTAINED FROM AN *ITC OR APA —EW5 APPROVED FA9RICAT!R SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. PERMIT CENTER TEL. (208) 324 -8160 FAX (206) 324 -6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1805 12TH AVENUE. SUITE 18 SEATTLE, WASHINGTON 98122 S -1 OF 2 2 FUTURE zr- PLYWOOD JOIST RE: PLAN GL.9 R : PLAN — T 868614 EA SIDE W/3/4"0 M.B SECTION A -2 SCALE. 3/4" = 1' -0" BEARIN.• P 3/4" GUSSET IP EA. SIDE P.C. PANEL n RE: PLAN 2x4 ® 48 "0C JOISTS RE: PLAN 4610 LEDGER -� 8/9 110 EXP. BOLTS >__ ® 12 "OC MAX. EMBED 419 ". LAYOUT BOLTS SO HANGER IS NOT OVER BOLT. SIMPSON LTT19 0 46 "OC NAIL ALT. HOLES MC 6616.3 W/3 -44"0 EXP. BOLTS EXISTING PILASTER /FUTURE PLYWOOD — 11 x — V" 11x" o c JOIST 3/4" BEARING T.S. COL. RE: PLAN SECTION F -2 SCALE: 44" = 1' -0" 44" 8RG P W/4 -98 "0 EXP BOLTS (EMBED 5" MIN) TYP 1" LEVELING GROUT DEPTH RE: F TG SCHED GLB RE: PLAN V" IP EA. SIDE W/2 -3/4"0 MB ISOLATION JOINT T.S. COL. RE: PLAN 1' -6" DIAMOND ISOLATION JT ® EA COL. CONC SLAB Jl Jl SEE FTG SCHEDULE FOR SIZE & REINF EXISTING SECTION B -2 SCALE Y" = 1' -0° V.' R EA. SIDE W/44"0 M.B. 49" BEARING It EXISTING T.S. 3/46 COL. SECTION G -2 SCALE: 44" = 1. -0" T.S. COL.— 266 WEB FILLER 2x4 x 4' -0" W /8 -16d CLINCHED ADD IF REQUIRED GLB RE: PLAN 1/268 x 1' -0" BACK R ? 3' CLR T11,1191111- • SECTION N -2 SECTION P -2 SCALE: Y" = 1' -0" SCALE: Y 1' -0" 2- STUDS P.C. PANEL 466 LEDGER W/3/4110 EXP. BOLTS 0 48 "r00, V RE: PLAN —s 26A ®48 "0C 5T2215 STRAP JOIST RE: PLAN 3x4 FLAT BLKG W/Z CUPS a 48" OC FIRST THREE BAYS (MIN. 12' -0 ") • 266 ® 24 "OC ADD IF REQUIRED SIMPSON LTT19 ® 48 "OC _STOREFRONT EXISTING - II RE ARCH. SECTION C -2 SCALE: 3/4" = 1' -0" SIMPSON MSTI48 264 FLAT 0 48 "OC STRAP W /2 -16d JOIST RE: PLAN W/ OFFSET HW HANGER & WEB STIFFENER FUTURE PLYWOOD GLB RE: PLAN 3/4" BEARING IP W /2 -44"0 M.B. T.S. COL. SECTION H -2 SCALE: 44" = 1' -0" 3/4"0 STUD 0 36 "OC /" PLYWOOD W /8d ® 6 "0C EDGES, 12 "OC FIELD 2x P.T. R W/95 "0 EXP. BOLTS EXISTING SLAB COL. FIG FUTURE PLYWO0D GLB RE: PLAN WEB STIFFENER HANGER RE: PLAN SECTION J -2 SCALE: 44 ° = 1' -0" +II6F,TIC1 LT .... 26 STUDS 0 16 "0C RE: PLAN 26 P.T. R W /3/4'0 EXP. BOLT 0 32 "OC EMBED 4" ' 11.1 1it1Jt1 1 =111- IT1_11IT SECTION R -2 SCALE: 44" =1 0" RE: PLAN r_ CLR i L 365614 x 1/4-1c 1 W /4 -44'0 EXP. BOLT EMBED 41" \ 4:" BEARING P I SECTION D -2 SCALE: Y" = 1' -0" STUD WALL SIMPSON H4 EA. SIDE.- 2 -266 R 15" PLYWOOD W /10d ® 6 "OC EDGES. 12 "OC FIELD 2x20GA. CONT. STRAP BLOCKING © PLYWOOD EDGES SECTION K -2 SCALE: 3/4" = 1' -0" 1 "0 EXP. BOLT rEmmmmmil A SECTI[=N S -2 SCALE. 56 = 1' -0" EXISTING PILSA TER CLE. RE. PLAN 6z 8- SECTION E -2 SCALE: 1/4" = 1' -0" 2x4 FLAT ® 48'OC W/2 -16d /— JOIST RE: PLAN TJI BLOCKING — 2 -164 -- DOUBLE TOP P 2x6 ® 16 "0C STUD WALL Y6" PLYWOOD W /10d © 6 "OC EDGES. 12 "OC FIELD SECTION L -2 SCALE:" = I' -0" 1" R EA SIDE W /94 "4 M.B. Y" BEARING R may. GUSSET 4 ..._ V BACK R W /6 -1/4"o EXP. BOLTS EMBED 462" SECTION M -2 ) (F 1596 S�Q '° g\1D;;,01S10N 0 T rol�-EiuECw u EP 16 1996 PERMIT CENTER • 4 64 86 TEL. (206) 324 -8160 FAX (208) 324 -6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 S -2 OF 2