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Permit D98-0129 - D & J INDUSTRIES - TENANT IMPROVEMENT
D98 -0129 6750 So. 180 St. D & J Industries CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100, TUKWILA, WASHINGTON 93188 THIS CERTIFICATE ISSUEVP TO THE REOUIREMENTSECTION 109 OF THE UNIFORM BUILDING COPEYCERTIFYING,THAT AT THE TINE or ISSUANCE THIS STRUCTURE - • . - WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OFjHE'CITYREGULATING BUILDING CONSTRUCTION OR USE NE AL( - APPLICABLE CITY FIRE CODES FOW:THE FOLLOWING: .., Fii ut No C3 -0129 6141 1 ding Addy es s: 6751) S .180 ST Sui i:e No Farce 1 4t ": 352304 -'.-.)095 Owne TR I -LAND coOp0RATi.1r4 Occupant': 0 G-,.1 INDUSTRIES. ' - Occupancy: 'OFFICE Occupant 413 OccupanCy Group: B/F1 Type of Cons "• • BUILDING OFFJJ AL ALTERATION OF EXISTING 1ST AND 2ND FLOOR OFFICES, CONSTRUCTION OF NEW OFFICES WITHIN THIS EXISTING BUILDING, CONSTRUCTION OF MANUF: WITHIN EXISTING' BUILD NG, ADDITION OF ELEVATOR. PW: WNSPOUTS TO XISTING STORM DRAINAGE SYSTEM. THIS CERTIFICATE MUST''BE ON THE PREMISES City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT Parcel No: 352304 -9095 Address: 6750 S 180 ST Suite No: Location: Category: AOFF Type: DEVPERM Zoning: TUC Const Type: III -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: Permit Center Authorized Signature: Signatur WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: .0 South: .0 East: .0 West: Sewer: TUKWILA Slopes: N Streams: (206) 431 -3670 D98 -0129 ISSUED 07/24/1998 01/20/1999 OFFICE 1994 SPRINKLERS .0 OCCUPANT D & J INDUSTRIES 6750 S 180 ST, TUKWILA WA 98188 OWNER TRI -LAND CORPORATION 1325 4TH AVE SUITE #1940, SEATTLE WA 98101 CONTACT ALAN BYLSMA Phone: 206 - 433 -8997 12720 GATEWAY DR STE 116, SEATTLE WA 98168 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: ALTERATION OF EXISTING 1ST AND 2ND FLOOR OFFICES, CONSTRUCTION OF NEW OFFICES WITHIN THIS EXISTING BUILDING, CONSTRUCTION OF MANUF. WITHIN EXISTING BUILDING, ADDITION OF ELEVATOR. PW: DOWNSPOUTS TO EXISTING STORM DRAINAGE SYSTEM. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 120,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS 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: Y Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,658.46 k******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** .*.* * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** 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 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 developmen rmit. A!6rlAII= Date: L= g_ Print Name: �I (,Lt:, __ -- reztgedra. 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. ,Z 7 CITY OF TUKWILA Address: 6750 S 100 ST Permit No: D98-0129 Suite: Tenant: Status: ISSUED Type: DEVPERM App 1 i ed: 04/16/1998 Parcel #: 352304-9095 Issued: 07/24/1998 ******* Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and thejuk(,0)aBuilding Division. 2. Plumbing permits shaft Seattle-King County Department of::Oublie Health. OVUMbfng,will be inspected by that-4gency, .including all gas'bi.Ong (296-4722) 3. EleCtrical perMitssnall be obtainecLthrOugn'.:the'Wa State DivfSjon of : Labor and Industries an011,eleCt.rAcal work wilf,be Inspected ny,that agenCyj248463'0„,, 4'. All mechanical $4twk shall be under separate permitjssOed by the City/of 5. All perMits, inspettionrecords, and approved plans,sha available at the :job alte to the start of- structionThese doc6Ments are :to be maintainedand,-..aVaIlY inspection aPprOval is granted. _ 6. AllStrUctyraI concrete be special inspectedAUB.(7. 7. Ali structural welding - Shall be done hv W B 0 certified welders and SpecialinsbeCted 8 U hen pecial inspection:isrequired either the owner, artnItect or.;englneer shall.,notify,the TqkWila Building DiVtsion'Of appointment Of the%insPeCt agencies priOrto the *first. building inspection.COPieS special inspectlonrepprts. shall be sUbefttedto'the Building DiviSion lira timely manner. Reporta:shall_contaIn address proieCt name.; permit number and ,type of inspection beAng perfi*Med.' 9. An new ceiling grAd and light 'fixture installation is required to meet lateral bracing reqbireMents'for,.Seismi Zone 3. 10. Partition must berlatera)ly braced it eiaht (8) feet fn 11. The special '-inspector signedreckirt stating whetherthe work reqUArAngSpecial inspe4ton was, to the best of thefinspector'sknoWledge, fm with approved plan andspecifications,andthe applicable workmanship provisions' oft the UBC 12. All construction to be done 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). 13. Validity of Permit. The issuance of a permit or approval of plans. specifications. and computations shall not be con- strued to be a permit for, or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 14. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15. VENTILATION IS REOUIPED FOR ALL NEW ROOMS AND SPACES OF NEW ', -? OR EXISTING BUIILD'INSa S,. IN CONFORMANCE WITH , THE f�.IFORM . BUILDING CODE AND WASHINGTON STATE VENTILI `ON AND INDOOR AIR QUALITYCGDE. CHAPTER 51 -13 . WAC. Project Name/Tenant: Y tidt�.g- 1-vI•e S Existing use: ❑ Retail El Restaurant ❑ Multi- family Et Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office El School /College /University El Other Value f Construction: G pi 1 2.0 ) p o 0 Site Address: G7S0 oK 18D t� City State /Zip: S t�'r6tk. k LO4. Tax Parcel Number: 35 104170 I S Property Owner: S c. x,. Phone: Street Address: City State /Zip: Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: • G7au�d le--, ( R v,�� r��t- 2.o -433 - 8.79.7 Street Address: 12.720 Ga Ps e 176, City State /Zip: Fax #: zoe. — z4 d — S 3 6 R y '' Engineer: A-/Q Phone: Street Address: City State /Zip: Fax #: Contact Person: A►0.� 15 Phone: Phone: zap, _ .f 33 -- 894-7 Street Address: cl0 0a..ita Le 1 City State /Zip: Fax #: 2.06. - 2q4. — 876 De,��cc�,�iption of work to be done: AI4Je,.4., +i0-, e- as• ic -' IS f Plootr a P.P. 's CeKltvuaat t: ., o4 sg ) o- * tL4t wl,rki.. �t.�(isi -t 10 KZ Idi� C,ow'iEvikc u GPNigMw 44 );: , , f) ) M ( Aildl ' i , l,) Addi o- .ft.. i ¢ u4.4 -o v • Existing use: ❑ Retail El Restaurant ❑ Multi- family Et Warehouse CI Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel Office El School /College /University El Other Proposed use: El Retail El Restaurant El Multi- family ® Warehouse El Hospital ❑ Church ® Manufacturing El Motel /Hotel ® Office ❑ School /College /University El 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? la yes ❑ no Existing fire protection features: fa sprinklers ❑ automatic fire alarm El none ❑ other (specify) Building Square Feet: 46 6g 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 CITY OF TUIf "'VILA 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. CT'PERMIT.DOC 1 /29/97 FOR STAFF USE ONLY Permit Number: APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW. OF :.. (Additional reviews maybe determined.by the Public Works Department): • ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: El Land Altering 0 Cut ❑ Sanitary Side Sewer #: Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension Storm Drainage ❑ Street Use ❑ Water Main Extension El Water Meter /Exempt #: Size(s): 0 Deduct El Water Meter /Permanent # Size(s): Cl Water Meter Temp # Size(s): Est. quantity: ❑ Flood Control Zone El Hauling El Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only 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. Dale application a c pted: I Qs* Date application expires: 10 ligp Appll n taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: _ S / ' ' . w !Date: , 2O one: 4 413 -89 97 4 16, Q 1 , : •,ti - <09 Print name: = k / �, Address l 7-- ...7 2.0 Gt.d-t way P . t# ! 6 c t S'I g t gi a .W i rt t w1. R 8 t be ALL COMMERCIAUMULTI -FA' ? TENANT IMPROVEMENT /ALT • TIQ,N PERMIT APPLICATIONS MU'. SUBMITTED WITH THE FOLL !No: ➢ AWBRAWINAMMIE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, StRikITUFMLANdilliEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ® Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : El It- 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 ❑ 71 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. ❑ L 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). is ❑ 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 ti NY? yiil °.s , ;11 .hjdr "'Ke1 +R ..9'?••7 igetesgitet�,, .• -4* * * **:t *A * * *** *k* *** **4 :k:4** ***A ** **•A ****A*•k *4* **Ak *•.k **:t:k CITY OF TUKWILA WA TP(iezSM1:T ******A **A **%+*********"' * ;i *dk *A ** *A*Ah: *A) e.*4k\* #*** *** *:t' *:1**,k'a4•** *•A . 'TRANSMIT number: 89700808 Amount;: 47.00. J.2/31198 10:59 Payment Method: CHECK Flotation: RUN Iif3MMELL Trait: f3LH. Permit No: "D98•-0129 Type: DEVP AM DEVELOPMENT PERMIT Parcel No:. 352304-9095 S i t e Address: 6750 "a 180 ST Total Fees:: 1t752.46 This Payment 47.00' Tota 1 ALL Pmts: J. u 752..46 Balance: .00 * * * * ** * * *0* * *11 * *• *A•, ,►• * *** kA * *4*k * * ***si * *1 * * *A ** * * *d *'Al * * * *.* * ** .... iacr.ount Code 000 /322.800 Dees:r i p t i on Amount BUILDING INVESTIGATION 47.00 r 9066 12/31.9717 TOTAL 47.00 4.*++++*+*+*+*++**+«*++A*****++****A+***+«*A+****.+^*A*A*^*+a*f44*` CITY OFTU WA ' i� 7KANSMTT ***+A+++ TRANSMIT Number: R9700800 Amount: 1.016.75 07/24/98 09:39 Payment Method: 11323 Notation:: DAVID KEHLE , : Init:TXF Permjt No: D98~0129 Tvpe: DEVPEuM D2VELOPMENT.PE%NIT Parcel No: 352304-9O95 Site Address: 6750 S 180 . ST This Payment 1.016.75 Account Code 000/322.100 000/345.830 000/386.904 412/342.400 Total Fees: Total ALL Pmts: Balance: 3906 07/24 1717 TOTAL 1.658.46� .00 *+*++++^**0+*+**^*4 'Description Amount 'BUILDING - NONRES ` 987.25 ' PLAN CHECK - UTILITY 10.00 SIATE BUILDING SURCHARGE 4.50 INSP FEE ~ STORM DRAIN ' 15.00 04 **** Oti**- k******• k, 1** 71404•**** a• kl;• h• k'l.. A•l: �k** 4- ;∎ *** •AA Arc. TRANSMIT CITY OF TUKWILA, WA ** *04.14 047. *•AA * * *01•A1 ** * * #v .7' *•4 * * * *i:• *7'* *1$04. ?01 *05 le .); *404 *{0t .01 ti TRANSMI•r Number: R9700748 Amount: 64i.?1. 04/1 ,%.98' 115 :33 Payment Method: CHECK Notation: DAVID KEHL.E ARCH DLH Permit. No: 098- •0129 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 352304- -9093 S i t e Address: 6750 S 180 ST Total sees: 1,633.46 This Payment 641..71 Total ALL Pmts: 64.1 -.71 Valance: 9914..7a: 0114 **3 * * * * *4 *£* *A0177i• 044 ** *0140:7' . *7A* * *a A** ** *4:014 * * * * * *0t *•k v1 ** +1 * Account Code. Description Amount: 000/345.830 PLAN CHECK - NONRES. 641 [266 04/20 9719 TOTAL 9,?7.55.. NTT �_ r; ` {s l r(,�/j , ?MD ction: ` Address: ,a - -- ' :: Special instructions: Date way n /,l f / a.r / p.m. R ester: P o e N: j 0 r // f INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 y ' • pproved per applicable codes. COMMENTS: Inspe �'� �e�".,�t�':; �`^.p,"':rv".!'c � "^ �', `,,`?' 'i7.tra. T r'P INSPECTION RECORD,- _, Retain a copy with perm 64 7v (206) 431 -3670 • Corrections required prior to approval. Date /A47 $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: .P� ^ � -- ��,�-r � -e''� T ot Inspecti �`� -+t� rs Y.9-'�� W� „4/4.4. t s�- s - 4 toll) Date called:, j / Special instructions: 4\ Date wanted 3 a.m. R�questgr: Phone Ncy , ate . 315b 1 1 / y mc1v: ^7n± x-w+�, e�a�'(! �'» SC +'i�k ."3.i7"%'x'^v{".%2TS� ;•''� ',,.'�'Sr INSPECTION RECOR ? Retain a -copy with perm). ' i) 4 Y 1.) 17- CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 9818 proved per applicable codes. 1 PERMIT NO. (206) . 431 -3670 Corrections required prior to approval: COMMENTS: Date: (JA? F $42.0 �REINSPECTION FEE REQUIRED. Prior to ir(spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: D l 1 Type of i ction: \ Address� 60 5`• 1 t i Date called: C, Special instructions: Date wanted: h / I it 1 el a.m. p.m. Requester: Phone No.: ' t0.�h5: Txi Q q t�lYtl n w,,,,,4F."mnPi! pw s u n w4v :5=;pti "'.. „ INSPECTION RECOR Retain a..copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: � 5 cea 2, 4 &*' J ( ig ; -Z71 Inspect . $4 .00 EIN Date: 1 / / 4 r Prior ins inspection, SPECTION FEE REQUIRED. Pr p ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of / t9 �/‹. / l`'' -- 0 ./ArS 1. re ,X T*aP* '(1/1 1 Date cal led: 0 '//61,Gel" C Special instructions: e c, 0,416‹ , 6(//Qx _e.,.- ...e.,6)- g606/x Phone No.: ,2/-. � - /GS 47- . , .:#_ eG AA a-7'Z /417764 %? / J07' (,J4(_ df f _I11._ Pro' /A.-(D . Type of / t9 �/‹. / l`'' -- Ad 9 5 , /80 Date cal led: Special instructions: Date wan t [;p/ �r���,7 (� a.m. P.m. Requeste 7k Phone No.: 'n. era" e»+ ' ar+ -xecr n^ . *?;R R ,:vr vrs? a' ;!tni+'3'i.; 1*- ".*,}x6Yir INSPECTION NO. INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - p9 M /Z9 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. r $42.'' REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: D� 7' nciusf 25 Typg of inspection: 5torrn dram /v 1� Address: 615o S igo4h .. Date called: 1.... b — q9 Special instructions: Date wanted: a.m~ (--7- 99 p.m.� Requester: pp on Phone No.: 206/575 o bt PlIM INSPECTION RECD Retain a copy with p. NSPECTI• ' N O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. h7ra'"�'... I I DqS -or Z9 RMIT NO. (206 431 -3670 Corrections required prior to approval. COMMENTS: - They w, `// -1 - - ce f G (ouf-. cn c4 '5 - 4:y f y es tvlie /r) 9© a the9�'1a .A✓y S ( e Ibowj - ,ir' I0I7/14.. serers FIY7%1 I eryn / 7'- Inspect o Date: / />%li' [ $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: Project: ""'" ..� ^ ki � ' . �,v-; ,;}-1 .P/ Ty.�e,of insp tio�: - l Du r Address: --. Date called :( ti /, Special instructions: fk( U Date wlrf a.m. p.m. Request, : Phone No,: "t \a � . . s Oke ( r'7 "j _i.'`1R' �`V M.....i.YrL.r.� { j � . ..�•S� ���' ' ���'� ��pj�(+`� X:\�i ti � II Y INSPECTION: RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 roved per applicable codes. Li Corrections required prior to approval. COMMENTS: rpo,L( 7:444oco 5r0 "-,co Po o 6c- s -I $42.00 EINSPECTION FEE REQUIRED, Prior to .inspection, fee must As paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projectt,,., .1J t Al Z� US`t7'� -1f`� Typ e of inspection: C.r Address: _ S r ' Boll! Date called: Special instructions: Date wanted: a.m. p.m. Request l I Phone No.: • Approved per applicable codes. I Receipt No.: INSPECTION RECOR Retain a copy with pernf._, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �E. 770; PERMIT NO. (206) 431 -3670 orrections required prior to approval. COMMENTS: (c7,/' .Z, 74 . or?,G ves. r $426 REINSPECTION FEE REQUIRED. Prior to spection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: Pr Type of inspection: A dres : , 075 5 / )cl' Date called: Special instructions: U■,■L■ . �C. t .. ( 3 ) -AA - + e ; VA �' .. Date wante : �Z 3 �5 p.m. Reque `: Pho e .--C-:. / 1 ) . INSPECTION RECOR Retain a c'bpy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 (02.741 INSPECTION NO. Approved per applicable codes. Z. PERM! NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Ct1Li 6; / — 014 /OOfo , e e-t/r T> _ Co z' &,-r2'. !'fifth S -c0 T $42.1 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Prop t: ��© Type of in p�cti n 9 ti 2�Y1/�1 L " ' G Ad ress: U t instructions: Q Date called: ( 2 . 7,, Special Date wanted: 0 Reques :t1 T t Phor xln S TJ , " INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 Approved per applicable codes. COMMENTS: pector: 0 la INSPECTION RECOR"'`\ Retain a copy with per Corrections required prior to approval. Date: PERMIT NO. (206) 431 -3670 $47b0 REINSPECT! %N FEE REQUIRED. Prior to inspection, fee must e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro ect: Type Inspectio Address: -ny Date called Special in tructions: T P A A ■ Date wan fra a. Requester: ,t2o-� Phone No.: O t6) s (S 1 0 b INSP CTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: Ins Approved per applicable codes. Kig?rze_. ? , ' 1 INSPECTION RECORRIes Retain a copy with pert. Date (206) 431 -3670 orrections required prior to approval. e-r°7c 4ef- f PeW Er-FA> (5Mot DE-Tar-7 i‘Ze P6fr . , ( ( ,d aove.4 7 I I $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: COMMENTS: (r5 A / 111 5 .... Date called: , , 3 _ d - e . -t.,. • m,G ~/7 /sir ,,,,,,ei 4 59a /'.% 0 74/1A/nte- 41: / I £4/1 "4e-e) r7 to G-1i !a' J — / 6 ' ) ' i ' . ' " e C ' 14 ?"! ,f p , � 4171c._ , � d. Gwt 5 , vim e114 I Proje� j�d (r5 Ty t �'Airm t ion:� Y /G7 AddCQss;r O 5 / �� 5 .... Date called: , , 3 _ d Special instructions: lA `a 1Cr ZR Date wanted ; - L_ q am . Re Phoy( 575 — / t(it(./ INSPECT! O. ii T -7.x $mw- 'oS,.,Y.'h+ -i*R INSPECTION RECORFp Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 n Approved per applicable codes. InsPl c : t7� 0q5 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 44i '? r ate: )7 4 , $42.00 REINSPECTIONVFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P _ c 4(i -tS Type / If inspection:. -- ".AVA A I sTcro S i vb S l Date calla/ z-I ef. Special instructions: Date wanted: 9,r p.m: RequestepJ a_ _ 7 Phone 5 M (0 ' leillt . 1 Taker 'i5 °. ^iY7404...a 3.:...,:ses,+y Vdr.4 2 ,.NQy.Yr4�T' °,^,ae. e INSPECTION NO. INSPECTION RECOR Retain a copy with penki CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 pproved per applicable codes. 1Sfr- 0/A PERMIT NO. (206) 431 -3670 COMMENTS: rAfebing e4A/0.7y (.. 70 //is4.4- Ye. tcg c 7 ( A-- -",1.v -z- Corrections required prior to approval. / h " $42.01 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P •ect t �.�t) 1 /5 Type of ins ection: t �r� f-✓ - S Date called: ' . A re ©- C , 9 . 7 _ Special instructions: Date wantegt /Z- v 9e a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECOR Retain a copy with per P •MI NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: A. _SL _fw:ee El $42 REINSPECTION FEE REQUIRED. Prior to nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr c ' � .t�� J T n coon Mtn tip Re O ` °� Tt 3 s p — f1_ s� Date alled: Z ( t - * -- pecial instructions: Date wante c� Id" lInt Requ Phone to S�v — 1 ! b 6 rW - INSPECTION RECOR Retain a copy with per INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION . 6 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS: (206) 431 -3670 Approved per applicable codes. " Cor rections required prior to approval. •may -- (4ia' (, //1 i ■ - $4 .00 REIN ECTION FEE REQUIRED. Prior to ' spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: P 1 , e j Typ of in ction: -es `1 - vx� f . " 1 A�TO S . ' .6- -, �� Date cal 2 ... _.# " / if 426- -1_ Special instructions: war # (/ Date t�:� 11 a p.m. Reck PhoQ1/4e,„ b) 4 -1 0 ( // P COMMENTS: Zj" .ice - < _.# " / if 426- -1_ C .. � / 41 rr " .i _... _ r-• r , Apr .. orvirdir -.....y / licr .,./ ■irr 7 / r .. .., M F Inspecto . Date: 4,+1 •. : % +0 REINSPEC I • FEE - EQUIRED. Prior to inspection, fee must "i7• ?, f','� •Fj"�'�r�l'?'Y,3?x?ic?' ?�k,''?'.C:•�, � Gl�m`�L�: a �Tfi`• ,.��� artr,�ne INSPECTION RECOR Retain a copy with per • • INSPECTION O. Approved per applicable codes. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188W 8188 (206) 431 -3670 l Corrections required prior to approval. aid at 6300 Southcenter l3lvd., Sulte 100. C t o schedule remspection. Receipt No.: Date: ,ro'ect: v --ii _ • l^i`t • S .L j-. Type of i spection:. _e� C .: r 1'7' .'.x- . r i o Date calle / Cr 1 Special instructions r Date wanteg/ 1 / 5 d a.m. P Requester Phone No.: ( ( P ci - /DbL C*61104 ,• 9V:-1.' d tr.FVr ' •r �,'� cn r - > irro '` mi4 INSPECTION RECORf Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CO,f3NTS: Approved per applicable codes. Inspector: / Z.I --9 (`I $42.00 REINSPECTION I REQciIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Corrections required prior to approval. Date: 412 PERMIT NO. (206) 431 -3670 Date: Pr t ._--• �. _.1 :1--r -k.a - "t r_' Type of in ection: C: t k I NO c ast.e- Adrte15,p C, �trr ' i d �� f - Date called: t O I �K Special instructions: ,I:. i, ► t i Date wanted' z /rl/5 8 stt Req ter: Pho e No.:- (�r�te) S c (o( a • INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (pproved per applicable codes. MT-1 (206) 431 - 3670 Corrections required prior to approval. COMMENTS: E, • /7 /,a ,.< Inspector: Date: [ _i $42.00 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: t 1 �t�t�1 �� Type of inspec ' ` �= &^ c Svc G Address: C -' Date J called: 2 f 0 / � Special instructions: , / 41— F-` (� L _ Date wanted: j O y / Cf S/ p.m. Requester: 0 Phone No:: INSPECTION RECORD : ` i Retain a c o p y w i t h permit� , V L 7 S = 01 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818: j>►'1 (206) 431 -3670. INSPECTISN NO. Inspector: R Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ ,> 4 I JO I $42.00 REINSPECT'r -N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: Project:.p +I J I Type of inspe ion: -� Frgitt Address: Date called: 1 7./ oq c r Special instructions: Date wanted: 14 o (ir p.m. Requester: Ot/l Phone No.: 5 – 1 o �co f �vI • ' ".rx3rf+;'.h'% ^i• �..: �.� �• r' i ���- %'t1 t '1 � �:.r�C�l e C "1` i a . lf'. ; J %� ���,y�} } (,'+�t�.h�,y�- �•..�jr.,"IG`�M� �':tt.•�'..h� INSPECTION RECORD Retain a copy with permit l0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 Inspector: I I INSPECTION NO. Approved per applicable codes. -o Io y PERMIT NO. (206) 431 -3670 'COMMENTS: (9S 0 "rvcam -5 6tAf Corrections required prior to approval. ^ Date: / $42.00'REINSPECT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj A . 1 j..{S) JS I> Type of • e ctJ'prr 1 fi n. 6 .- - ' Addre.s• .Date called: Special instructions: Date wanted: ,...1 nn a.m. �!� �� 7 t7 P.m. Requester:, Phone No.. +_,, '; ....s.�:M,�r��!. t ,...cv"'�.''q ^:'"�; , >•i'f"9:£ INSPECTION NO. INSPECTION RECORD Retain a copy with permi t 0 iJt9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 roved per applicable codes. COMMENTS: edtA. /co (206) 431 -3670 Corrections required prior to approval. Date: 1 $42.'0 REINSPECTION FEE REQUIRED. Prior td inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: -- Type of inspection: Address: Date called: Special instructions: Date wanted:, 2 a(�.m. ; ` CC77 �tTf` Requester: /To Phone No.: } INSPECTION RECORD Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: :..3 5 , $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid p 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project 4 j butusty I1 S Ty e rcO -Attic, Address j S O S Q - f o c N ( Date calle : ( Special instructions: p (Z� AA. l K^ a. Spe-c t S • on sr pe. Date wan f .rn,_ �" T z �� �p.m. Requester: Phonne s75 /046) A: Retain a copy with permi INSPECTION RECORD hc ~01 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. Inspector: fl (206) 431 -3670 Corrections required prior to approval. COMMENTS: Date: — 1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee. rnust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection;'.. Receipt No.: Date: P ) ,�.�" J f 1�t f1PS ''p cti /' ; ' Type of C �,� p �'l�i Addres$: 75° s I g© 37 (� Date calle to Special instructions: Date wanted: ° c____„:„. Requester; Phone N20 4 . S 7.- 'v 4 4 7`t.47,1 "4,;"�°; w.. r' ' f.'��1+��+ 3 a'iS"k?•` Y7n3;ioz"Cy'f•° , x if Retain INSPECTION copy with C permia J� ^O /'f INSPECT I' N NO. _ PERMIT NO. •.. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 ( 431 -3670 Approved per applicable codes. COMMENTS: a-K tS c L 64 6 - 4-e, 2, ' Inspector; [Receipt No.: Corrections required prior to approval. Date: /0... r t q 17 $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Date: 1 ■ Project: D4_ ....\ ptdk-b+1 I 6 Type of inspection: Address: 1 5. i Date called: Special instructions: Date wanted: /0/ 9 . .m. Requester: 70/0 PhM91 b ... 5 757 467( a& INSPECTION RECORD Retain a copy with perm, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspe 4494 • 7 - Pp V-0 PERMIT NO. (206) 431-3670 E Approved per applicable codes. LCorrections required prior to approval. -4 c A, /i/( CE) Xr e/V-/x c/e-04 - C. # jaw/ r/ie f /4INVO' • 1 I $42.00 1 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dateo (9 93 Receipt No,: Date: COMMENTS: Type oi Inspection: I 87 Date called: ����` ,(` Special instructions: 1 t/ r / , ~7 ,7* V%/2 . '' , / G S Cam. p.m. Requ, ter: i' Li k.L a .. 1/ ..e. ,.'.. Zo & - 6, cb - 3rez-- ..i - i 1l111L Proj t: (La Type oi Inspection: Address: cD S, O Date called: ����` ,(` Special instructions: 1 t/ t Date wanted /oh& 9 5 Cam. p.m. Requ, ter: i' Li k.L Ph C7� - I l � �� 5"• ..: ,9,, *2!6. 15",1 , w{� •""'. `- C....f 7TS! ^' » ` ;'fp�,:.. .'•}V!- •'`,;y. ..- Ir pr .:'f:":•"!�V•.� ^ {y.'i- ?.;C"..e 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. Inspe INSPECTION RECORD Retain a copy with perms Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. /4 oitS 1 $42.00 r EINSPECTION FEE REQUIRED. Prior to ( nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:D.4S IAr)✓STY"1- P� J � .N Typepf imtiou;.—. 1SS Cl / ( V � ` / Address: 627 5,() 5. Date calle: , ( 7 � Special instructions: Date wanted: 1 (a 0/ a. a.m. Requester: ( O n Phone No.: 57 51 b606 J Approved per applicable codes. INSPECTION RECORD Retain a copy with permi R IT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P (206) 431 -3670 Corrections required prior to approval. COMMENTS: .. 42.0 EINSPECTION FEE REQUIRED. Prior to i spec ion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: T . j ' h c c v Les Typ of insp ction• _ i 4n n Address: (0 O 5 ' 8a 5 t . 1' ' Date called O t � c Special instructions: t S 0-C,; 0) f t�S"1Y �-y* 01k S� -k /..,, Date want�� f a.m. p.m : - _ Reque er: �1 f - � c -a' ►�O (2vb) S I OLCD INSPECTION RECORD Retain a copy with permit INSPECTION NO. A,z CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 pproved per applicable codes. Corrections required prior to approval. COMMENTS: k z e9(r/i-t -ts Cam? / t s. 8 rie.47 L." $42.1 ' REINSPECTION FEE REQUIRED. Prior to ins.ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1 © To Type of irys e Date called: c ? �7 g c' 26 ms - -; Special instructions: —_ -7. .r�, . 7) ,47/4c /29404,e, Q a.m. p.m. /A2'`ei2 5--lz r7,,/,t.r C 1 S S »/,€- S I z7,, '�. Lc o , Phone No.: . . . /1 LL7 in i Project ( tuz)oS 1 © To Type of irys e Date called: c ? �7 r A ,�^ Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: v • - ::r.. z :xr_•. ii3_'y'. �'T4.i ..t : 'if / tfi.Y ?�_ .." . i• , t= •' p..r' .i 90 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permi (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. 7 ',.5 X4rP T A [ $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: Project '.k"J 1 vtU USt Type of inspectionst r7 o fk Atcr s:. , • . -v Date called: 44 10/ Special instructions: ,�. Date wanted: / Cy Te a. Requester: O Ovl Phone No.oaY 575701,1 • •roved per applicable codes. Corrections required prior to approval. COMMENTS: /sr e a (ice. _ .r•. e' z CO ..4-1-c--77 . e.c.,4ec r0- .W. / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 OIDf PERMIT NO. (206) 431 -3670 I $42.00 REINSPECTION FEE REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: --- L !;,111 1 Type o i spec: or✓ r , I G Addre.s• k . }-14 Bate . l -d: • •r Special instructions: k . ' (boei Date wanted: f t 4itgt7 Requester: C ,\ �1 Phone No.: esrAiiP s ? /1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 COMMENTS:. • Ass- 1_I-f I I + 4p-vgr sm-vo menr..unzrr,v....'4F rte, `vYa -i'"•},'t, ,« '7s` ....:.. ,Incty' +`;- 7'nite;+ isogon J'i orgr :INSPECTION .RECORD Retain a copy with perm! Approved per applicable codes. D C-- L- � -�-6IG � J L PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspe Ayr ..ear $42.0EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pad at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.. Receipt No.: Date: 2 Project: b aj QR � „ Type of inspection: /) Date call d: / {A7 9/ A Address: 6 73 , . e Special instructions: Date wa ted: - ?'7 Reques er: .� Phone No.; O4 - 77 06( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Souithcenter Blvd., #100; Tukwila, WA 9818 COMMENTS: Approved per applicable codes. Inspector: Receipt No.: ' "+ `455', 4ry vintgw it ml ttsilm gmftw r, s R VDECTION RECORD etain a copy with perms. 0E-L6127 PERMIT NO. `VL (206) 431 -3670 Corrections required prior to approval. Date: /0 5 _ 9, $42,00 EINSPECTION (I E REoUIRED, Prior to inspection, fee must be paid at 6300 SouthcenteY Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 r a lVii �P `w'FcfYt ' 1fr,5 1 1.0 1 Ys"'"` ify7A :Y.'.e'ai'CK.v.10`,"4$.'Pmsr' eas. tetletrAor INSPECTION RECORD Retain•a' copy with perm' Date wanted: Requester: Phone No • (206) 431 -3670 Type of inspection r ) ✓� Project: !\ �� 9✓r� Address: / 75-6` fu �Date called: /d .j_ Special instructions: PERMIT NO. /O -Z - Approved per applicable codes. ] Corrections required prior to approval. COMMENTS:A 64 __ 1 tom- /Jet /& /f- f/o /• �z'F. iQ Z22 ',NAM an I � $42.00 EINSPECTION FEE REQUIRED. Prior to i - pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: ( Type of inspection: '//Lc 1M z1l Address: 675_6 sk . Date called: q/ Special instructions: N. 4, Date wanted: G a.m. p.m. Requester: �-...., Phone No.: _5 ' I cbc INSPECTION NO.'. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: t..Wr.wMme , n.4%,,A ,0 "'"Nt' ^, lNw ,'Y T. INSPECTION RECORD Retain a copy with perm! 1■,41 / Date: PERMIT NO. (206) 431 -3670 $42 .' REINSPECTI • N FEE R WIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Receipt No.: Date: Project: , i r ( i _ (/j T pe of inspection: - Address: eelso 3. /So 5t Date calle : q--/S-98 Date wanted: a.m. �—l�a—�8 Special instructions: i� 1Z14t2 " Requester: � al Phone No.: 7.0(0 - x — /oto6 Approved per applicable codes. INSPECTION RECORD Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 COMMENTS: c-ceirgrebe- Inspector: Date: $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: . Corrections required prior to approval. (206) 431 -3670 COMMENTS: ` -' - Type of inspection:{ ".� • � Lac 9 /,C/S /? sr Ca4a Special instructions: /.0-✓ 5 (7/ `i Requester: Phone No.: 2- o4 - 5 S -/0 to 4 2 Pc.-11 te fA / 2: 7 1 -, e ,"77?, G - C ems, -7.71 * sT S Project: Da ` i J Type of inspection:{ ".� • � Lac Address: Date called: Special instructions: Date wanted: ( a. c t Zi 6 .. p.m. Requester: Phone No.: 2- o4 - 5 S -/0 to 4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,' Tukwila, WA 98188 I Receipt No.: • INSPECTION RECORD Retain a copy with perm (206) 431 -3670 Approved per applicable codes.ons required prior to approval. Inspector: Dater aG-• — cq El $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Co Ito schedule reinspection. Date: Project: Type of inspec 'on: Address:/ . called: Special instructions: ` Date wanted: a.m. p.m. Requester: 07 Phone No.zr)l!)" //� ..r„ - y r ,.. ro t ... x+ e,Z ERF^w uFT3a F'n ICRN1Cr+ r . 0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: / Z INSPE RECORD Retain a copy with perm, v PERMIT NO. , (206) 431 -3670 Corrections required prior to approval. P s Dat $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: Pro' ct: j� t �' „l. -.�41 vi�` Type of inspection: S 0 Address: t� 6750 S /8-0 Date called: 8- 17-5. Special instructions: Date wanted: a.m. Requester: e Ph Z o6 , -3 -9 J/ INSPECTION RE Retain a copy wit rmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I I P RMIT NO. (20,-41 Corrections required prior to approval. COMMENTS: (.e - Y 7 3 "ayol • *90--‘c22.44 p <, Inspector: Date: 0 .1 $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: 0... City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ✓ J ? it2%1_5 7 R E S Address . C' - 75� •. 5: /6 G' $7• Approved without correction notice Approved with correction notice issued Sprinklers: -5 Fire Alarm: /11/f / Hood & Duct: A/ Halon: Al' Monitor: 1 A 7 ' 6ei,rtom -iV Pre -Fire: A/ Permits: Authorized Signature FINALAPP.FRM Retain current-inspection schedule Needs shift inspection e Rev. 2/19/98 Permit No. John W. Rants, Mayor Thomas P. Keefe, Fire Chief 1q - - : / 2.g 41%» ( /i`4 Suite # F/ 5/ Z.--'' / F � r Da e T.F.D.. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 37.5-4404 • Fax (206) 575.4439 01/08;99 09:56 FAX 310 604 3395 Ft9 eiwAssalai CORPORATE OFFICE: 2820 El Prosidlo Street. P.O. Box 4455 Canon, California 90749 Tel (323) 636.2324/(714) 547.7744 • FAX (310) 604.3395 • E -mail: Ianeaire Wane-aft emoni. • Web Site: eraw.Iane•aire.00m LETTER OF FACSIMILE TRANSMITTAL Date: Company: Attention: From: t Vim( LANEAIRE I1 001 • Number of pages In transmittal Including cover page: �4 If y do not receWe the number of pages Indicated, please contact the sender immediately at (323) 636 -2324. Thank You. fiutions.strls 1xO4) SALES OFFICES' 12525 QU Q 1tror brivs, P.O.80111040, Ranaafo Cordova; CA 05741 • Te1: (916) 985.7161 • Fax (916) 995.7051 Junction Hwy. 39 b 1-44. P.O. Boy 366, Mt. Vamon, MO 65712 • Tel: (417)4664290 • Fax; (417)4684776 PLASTIC comes • CUSTOM SKYLIOHT6 • ROOF HATCHES • SMOKE VENTS • ACCESS DOORS 01/08/99 00 :58 FAX 310 604 33 &5 LANE -AIRE SM ITH - EMERY COMPANY The F1.i! Setz'ie, independent Teatin' Lrboraturu, Estaltiishett I904 • nt Fast Washington Boulevard • Los Angeles, California c0021 • (213) 749.3411 • ;a..)2 :3) 740.72 :6 P.O. Bea 8805:0, Hunter's Puint Shipyard Bh1g. 11- • Sr a. Francisco, California 94158 • ( 2 22. 1 0 • Fax (4l3) 827.3 4 *1::7 East La !'alma Avenue • Anaheim. California 93.SQ7 • (714) 693.1026 • Fay: )714 June 1,1990 File No.: 21122 Laboratory No.: L- 90 -1986F Page No.: 3 V.12 Negative Wind Load Results (Negative): /det Load (PSF)_ A Deflection Readings jln.) 8 0 0.000 0.000 0.000 0.000 0.000 15 0.133 0.185 0.187 0.142 0.247 0 0.029 0.061 0.024 0.037 0.031 20 0.188 0.257 0.275 0.195 0.347 25 0.231 0.312 0.346 0.240 0.427 30 0.282 0.390 0.416 0.294 0.516 35 0.320 0.441 0.492 0.337 0.591 40 0.365 0.510 0.589 0.386 0.690 45 0.410 0.580 0.629 0.435 0.772 50 0.478 0.690 0.725 0.520 0.392 55 0.521 0.760 0.809 0.572 0.969 60 0.566 0.828 0.894 0.620 1.040 0.082 0.106 0.068 0.091 0.110 Observation: No failure occurred. Respectfully submitted, g004 ALL REPCflTS ARE SUBMITTED Ab THE CONEIDENT PROPERTY Cr CLIENTS AUTHORIZATION FOR PUBLICATION Or OuR REPORT, CONCLU91ON6, OR EX• 1RACTS FROM OR REGARDING TMeM IS REUERvEO PENO OUR WRITTCN APPROVAL AS A MUTUAL PRCTECTION TO CLIENTS. THE PUBLIC AND OURbft VE5 S 'th -Emery Compa y n c 44x.1..,, ._ Donald W. Kaufm , P.E. Registered Qual y Engineer, No. 3882 Registration Expires 3/31/91 Fireproofing Aggregates Shotcrete Concrete Masonry Asphalt Roofing P i l i n g S t e el S o i I s W o o d January 6, 1999 File: 98 -328 Dave Larson City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: D & J Industries Address 6750 S. 180th St. Permit N• . 98 -0129 1. Reinforced concrete 2. Structural steel erection 3. Anchor bolt installation Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President PS.:) RECEIVED JAN 131999 COMMUNITY DEVELOPMENT This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. cc: SGA Corporation -Tom Smart, Ron Hammell, copy faxed to jobsite Tel: 881 - 5812 Fax 881 - 5441 • P. 0. Box 2523, Redmond, WA 98073 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCREDITED LABORATORY • To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. FIELD I MATERIAL TEST RIt, JRT ASTM: C172, C1019, C780 lterial Report Number: 9935 Inspection Type: Reinforced Concrete Location: Slab -on -grade Material Data Job No. 98 -292 Project Glacier / Cascade Address 6540 S. Glacier City Tukwila Permit Number: BIdgC -D98 -0153 Engineer AHBL CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue, WA 98005 Type of Material: Job Time: Air Temperature: Material Temperature Yield Unit Weight: Slump Inches: Slump Specification: Air Percentage: Air Specification: Concrete 54 61 4 + -1.5 Supplier: Miles S & G Plant #: 1 Yards placed: 40 Design (F'C) @ 28: 4000 Truck Number: 108 Ticket Number: 446338 Job Mix? No Mix Number: P2600 Cement Type: 1 Cement: 564 Coarse Aggregate: Coarse Aggregate: Sand: Fly Ash: Water: Water Added: Air Entrain: Admixture: 1860 1390 320 lbs see remarks Conformance Conforming to Plan? Explain if "No ": yes Inspector: G.E.Young Reviewer: FIELD I MATERIAL TEST RIt, JRT ASTM: C172, C1019, C780 lterial Report Number: 9935 Inspection Type: Reinforced Concrete Location: Slab -on -grade A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98 -292 Project Glacier / Cascade Address 6540 S. Glacier City Tukwila Permit Number: BIdgC -D98 -0153 Engineer AHBL CLIENT OPUS Northwest LLC ATTN Wayne Eddy ADDRESS 915 118th Ave. S.E. #300 Bellevue, WA 98005 Reinforcing and below slab insulation at wall line conform to approved plans. Concrete placed by truck chute. Report Data Report Date: 1/14/99 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Slab -on -grade Grids Alternating slab -to -wall closures at north half of cascade bldg. Remarks Reinforcing and below slab insulation at wall line conform to approved plans. Concrete placed by truck chute. Admixtures: Pozz. 20 1 oz.; Polyheed 100 4 oz. /CWT. Test Strength Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C39 Cast Date: 1/14/99 Fracture Type: (If "Other", than Cone.) Tested By: T.Hall Reviewed By: A.Hale Test Results ID # I Test Date I Field Cure I Age Days (Size InchlArea Sq InI Weight Lbs IMax Load LbslStrength PSI I Set # 529 1/21/991 71 6x121 28.27! 01 1278801 45201 11 530; 2/11/99' 281 6x121 28.271 01 1 01 11 531' 2/11/99! 28! 6x12! 28.271 01 01 11 Copies To I Date Mailed: 1/29/99 U Building Department ICJ Engineer ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. PRISM NO. TEST DATE AGE (DAYS) LENGTH (IN) WIDTH (IN) HEIGHT (IN) GROSS AREA (SQ.IN) NET AREA (SQ. IN) HIW RATIO CORR. FACTOR MAX. LOAD (LBS) STRENGTH (PSI) 13253 11 -20 7 7.651 7.578 15.828 57.979 57.979 2.09 1.0 142870 2460 13254 12 -11 28 7.635 7.599 15.777 58.018 58.018 2.08 1.0 141130 2430 13255 12 -11 28 7.630 7.583 15.664 57.858 57.858 2.07 1.0 137330 2370 COMPRESSIVE STRENGTH OF MASONRY PRISMS ASTM C 1314 -95 /ASTM E 447 -92B A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 (425) 881 -5812 (425) 881 -5441 Fax Sheet # 1 of 1 Grouted MASONRY UNIT Grade & Type: Design Strength (PSI): 1200 Mfgr. Dimensions (Inches) 8x8x8 MORTAR Type: S Strength (psi) Supplier. Field Mix Additives: Remarks: Tested By: Calculated By: Ungrouted N -1 T. Hall T. Hall 1 Mutual Materials GROUT FILE NO.: DATE: PROJECT: PERMIT NO.: REPORT NO.: 6076 Mix No.: Strength (psi): 2000 Supplier: Stoneway Net Cross - Sectional Area Determined from a Representative Masonry Unit (Ungrouted Prisms Only) UBC 21.1707.1 /ASTM C140 -96 THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF A.A.R. TESTING LABORATORY, INC. 98204 11 -13 -98 Parkway Super Center D98 -0026 98204 -001 PRISMS Reviewed By: A. Hale WX HX L Size: 8x16x8 Date Assembled: 11 -13 -98 Design Strength: 1500 Inch Average Compressive Strength of Masonry/Prism Unit fm 2400 P.S.I. I II NON CONFORMANCE CONFORMANCE PRISM NO. TEST DATE AGE (DAYS) LENGTH (IN) WIDTH (IN) HEIGHT (IN) GROSS AREA (SQ.IN) NET AREA (SQ. IN) H/W RATIO CORR. FACTOR MAX. LOAD (LBS) STRENGTH (PSI) 13256 11 - 25 7 7.593 7.552 15.758 57.040 57.040 2.09 1.0 125800 2210 13257 12 - 16 28 7.667 7.534 15.688 57.763 57.763 2.08 1.0 179880 3110 13258 12 - 16 28 7.656 7.625 15.758 58.377 58.377 2.07 1.0 172800 2960 COMPRESSIVE STRENGTH OF MASONRY PRISMS ASTM C 1314 -95 /ASTM E 447 -92B A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 REDMOND, WA 98073 -2523 (425) 881 -5812 (425) 881 -5441 Fax Sheet # 1 of 1 MORTAR Type: Grouted 1X1 Ungrouted MASONRY UNIT 1 Strength (psi) Supplier: Field Mix Additives: I N -1 Grade & Type: Design Strength (PSI): 1200 Mfgr. Mutual Materials Dimensions (Inches) 8x8x8 Remarks: Split face Tested By: T. Hall Calculated By: T. Hall GROUT FILE NO.: DATE: PROJECT: PERMIT NO.: REPORT NO.: 1 6076 Mix No.: Strength (psi): 2000 Supplier: Stoneway Net Cross - Sectional Area Determined from a Representative Masonry Unit (Ungrouted Prisms Only) UBC 21.1707.1 /ASTM C140 -96 THIS REPORT SHALL NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF A.A.R. TESTING LABORATORY, INC. 98204 11 -18 -98 Parkway Super Center D98 -0026 98204 -002 Average Compressive Strength of Masonry/Prism Unit fm NON CONFORMANCE I II CONFORMANCE PRISMS Reviewed By: A. Hale WX HX L Size: 8x16x8 Date Assembled: 11 -18 -98 Design Strength: 1500 Inch 2 3040 P.S.I. IX I FIELD / MATERIAL TEST RL ORT ASTM: C172, C1019, 0780 4, ,terial Report Number: 10028 Inspection Type: Reinforced Concrete Location: Walls Material Data Job No. 98-435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number: Dig- 03$i Contractor SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Type of Material: Concrete Supplier: Cadman Plant #: 40 Job Time: 1:09:00 PM Yards placed: 3 Coarse Aggregate: 1576 3/4 Air Temperature: 39 Design (F'C) @ 28: 2500 Coarse Aggregate: 394 3/8 Material Temperature 59 Truck Number: 207 Sand: 1344 Yield Unit Weight: Ticket Number: 545727 Fly Ash: Slump Inches: 4 Job Mix? No Water: 31.81 gal Slump Specification: 4 + -1 Mix Number: 551020 Water Added: Air Percentage: Cement Type: 1 -11 Air Entrain: 4 OZ. Air Specification: Cement: 517 Admixture: Conformance Conforming to Plan? yes Inspector: J.Graham Reviewer: Explain if "No ": FIELD / MATERIAL TEST RL ORT ASTM: C172, C1019, 0780 4, ,terial Report Number: 10028 Inspection Type: Reinforced Concrete Location: Walls A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98-435 Project Harton Glass Address 17830 West Valley # 181 City Tukwila Permit Number: Dig- 03$i Contractor SGA CLIENT Harting Glass ATTN Mike Wothe ADDRESS 17830 W. Valley Hwy Seattle, Wa 98188 Resteel was properly installed, in accordance with approved plans. Concrete was mechanically consolidated. Report Data Report Date: 12/22/98 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Walls Grids Loading dock walls. Remarks Resteel was properly installed, in accordance with approved plans. Concrete was mechanically consolidated. Copies To I U Building Department l 1 Contractor Test Strength Tested Per: Conforms Y /N: Compressive Y /N: ASTM C39 Yes Yes Cast Date: 12/22/98 Fracture Type: (If 'Other", than Cone.) Tested By: T.HaII Reviewed By: A.Hale ID # I Test Date I Field Cure I Age 14576' 12/29/981 14577! 1/19/99 145781 1/19/991 Test Results Days (Size InchlArea Sq In' Weight Lbs IMax Load Lbs IStrength PSI I Set # 71 4x8! 12.56! 0! 66100; 5260! 281 4x81 12.56! 01 807801 64301 28; 4x81 12.56! 01 82080: 65401 Date Mailed: 1/29/99 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. ....... FIELD / MATERIAL TEST RL. ORT ASTM: C172, C1019, C780 1 1„aterial Report Number: 10241 Inspection Type: Reinforced Concrete Location: Walls Material Data Job No. 98 -328 Project D & J Industries Address 6750 S 180th St. City �9, .' a Permit •er. 9 Type of Material: Concrete Supplier: Cadman Plant #: 60 Report Date: 12/21/98 11 Job Time: 11:00:00 AM Yards placed: 3 Coarse Aggregate: 3/41579 Air Temperature: 25 Design (F'C) @ 28: 3000 Coarse Aggregate: 3/8 395 Material Temperature 55 Truck Number: 133 Sand: 1559 Yield Unit Weight: Ticket Number: 545583 Fly Ash: Slump Inches: 4.5 Job Mix? No Water: 31.33 Slump Specification: Mix Number: 481010 Water Added: 3 gal Air Percentage: Cement Type: 1 -11 Air Entrain: Air Specification: Cement: 450 Admixture: WRA 18 OZ. Conformance Conforming to Plan? yes Inspector: K.Hasu Reviewer: Explain if "No ": FIELD / MATERIAL TEST RL. ORT ASTM: C172, C1019, C780 1 1„aterial Report Number: 10241 Inspection Type: Reinforced Concrete Location: Walls A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98 -328 Project D & J Industries Address 6750 S 180th St. City �9, .' a Permit •er. 9 CLIENT SGA Corporation ATTN ADDRESS 6414 204th St SW #200 Lynnwood, WA 98036 0! Report Data Report Date: 12/21/98 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Walls Grids Retaining wall for SE corner stairs. Concrete placed by chute and consolidated with a vibrator. Remarks R/S placements per approved plans ref.S -2 section L -Z. Discussed cold weather protection w /contractor. ID # I Test Date I Field Cure I Age Days 'Size Inch 'Area Sq In' Weight Lbs'Max Load Lbsl Strength PSI Set # 14549! 12/28/98! 71 6x121 28.271 0! 1050701 3720! 11 145501 1/18/981 281 6x121 28.271 0! I 01 1 14551 1/18/991 28 6x121 28.271 01 I 01 11 Test Strength Tested Per: Conforms Y /N: Compressive Y /N: Yes ASTM C39 Cast Date: 12/21/98 Fracture Type: (If "Other, than Cone.) Tested By: T.Hall Reviewed By: A.Hale Test Results Copies To I Date Mailed: 1/8/99 IA Building Department ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. FIELD / MATERIAL TEST RE's JRT ASTM: C 72, C1019, C780 f aria) Report Number: 10241 Inspection Type: Reinforced Concrete Location: Walls Material Data Job No. 98 -328 Project D & J Industries Address 6750 S 180th St. City Tukwila - f `^ Permit Number: 9g — 012_01 i! j i hn 7 : , f r r. .: . .. , � t�` ,V . CLIENT SGA Corporation ATTN ADDRESS 6414 204th St SW #200 Lynnwood, WA 98036 Type of Material: Concrete Supplier: Cadman Plant #: 60 Job Time: 11:00:00 AM Yards placed: 3 Coarse Aggregate: 3/41579 Air Temperature: 25 Design (F'C) @ 28: 3000 Coarse Aggregate: 3/8 395 Material Temperature 55 Truck Number: 133 Sand: 1559 Yield Unit Weight: Ticket Number: . 545583 Fly Ash: Slump Inches: 4.5 Job Mix? No Water: 31.33 Slump Specification: Mix Number: 481010 Water Added: 3 gal Air Percentage: Cement Type: 1 -11 Air Entrain: Air Specification: Cement: 450 Admixture: WRA 18 OZ. Conformance Conforming to Plan? yes Inspector: K.Hasu Reviewer: Explain if "No ": FIELD / MATERIAL TEST RE's JRT ASTM: C 72, C1019, C780 f aria) Report Number: 10241 Inspection Type: Reinforced Concrete Location: Walls A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 98 -328 Project D & J Industries Address 6750 S 180th St. City Tukwila - f `^ Permit Number: 9g — 012_01 i! j i hn 7 : , f r r. .: . .. , � t�` ,V . CLIENT SGA Corporation ATTN ADDRESS 6414 204th St SW #200 Lynnwood, WA 98036 R/S placements per approved plans ref.S -2 section L -Z. Discussed cold weather protection w /contractor. Report Data Report Date: 12/21/98 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Walls Grids Retaining wall for SE corner stairs. Concrete placed by chute and consolidated with a vibrator. Remarks R/S placements per approved plans ref.S -2 section L -Z. Discussed cold weather protection w /contractor. Test Strength Tested Per: Conforms Y /N: Compressive YIN: ASTM C39 Yes Yes Cast Date: 12/21/98 Fracture Type: (If "Other", than Cone.) Tested By: T.Hall Reviewed By: A.Hale Test Results ID # I Test Date I Field Cure I Age Days s InchjArea Sq Inl Weight Lbs IMax Load LbslStrength PSI I Set # l 14549.12/28/981 j 14550! 1/18/991 1 145511 1/18/991 71 6x12; 28.271 281 6x121 28.271 281 6x121 28.271 1 1050701 1 1600901 1 1580001 37201 56601 5590! Copies To I IJ Building Department Date Mailed: 1/29/99 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. MAT ERIAL TEST RF A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 SGA Corporation 6414 204th St SW #200 . . ....... . • WA 98036 Report Date 10/22/98 Inspection Type: Reinforced Concrete 2 each stairs at entry. Copies To: BuildiniDepartment 4i 98-328 Project D & J Industries S 180th St. PerthItNumber (( — r 7 Report Data Date Mailed: 11/6/98 Grids Location: aterial Report Number: 8712 "Other RECEI EC 1 6 COMMUN1 OEVF, opm Remarks . , Resteel per plans & specs. Concrete placed by chute and vibrated. Admixtures: WRA 15 OZ, LAMPBLACK 5 PCY Material Data Type of Material: Job Time: Air Temperature: Material Temperature Yield Unit Weight: Slump Inches: Slump Specification: Air Percentage: Air Specification: Concrete 1:45:00 PM 62 69 0 4 1/4 4 0 Supplier: Yards placed: Design (F'C) @ 28: Truck Number: Ticket Number Job Mix? Mix Number: Cement Type: Cement: Cadman 9 3000 133 529337 No 461083 1-11 370 Coarse Aggregate: Coarse Aggregate: Sand: Fly Ash: Water: Water Added: Air Entrain: Admixture: 1900 1448 60 238 10 4 see remarks Conformance Conforming to Plan? yes Explain if "No": Inspector: A.WYCOFF Reviewer: Tested Per: Conforms Y/N: Compressive Y/N: ASTM C39 Yes Cast Date: 10/22/98 Fracture Type: (If 'Other, than Cone ) Tested By: T.HALL Reviewed By: J.HICKS Field Cure I Age Days 1 Size Inch' Area Sq In' Weight Lbs I Max Load Lbs I Strength PSI I Set # . ID # I Test Date 11905; 10/29/981 •••:. 119061 11/19/981 11907 11/19/981 Test:Results..:. 7 4X81 12.561 281 4X81 12.561 281 4X81 12.561 01 308001 24501 01 01 01 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R, TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. 98 NT ED ID # (Test Date I Field Cure (Age Days (Size InchlArea Sq In I Weight Lbs I Max Load Lbs (Strength PSI I Set # I 109651 10/19/981 , 71 6x12$ 28.271 0, 119160: 4220! 1! 109661 11/9/981 281 6x12$ 28.271 0 oi 1! 109671 11/9/98$ 281 6x121 28.27$ 0. 01 1i A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 CLIENT A Corporation ATTN 40000E6414 204th St SW #200 :Lynnwood, WA 98036 Report Date 10/12/98 Inspection Type: Reinforced Concrete Southwest exterior of Bldg. inspected reinforcement and placement of 6+- concrete (C/Y) and found it. Material Data Type of Material: Concrete Job Time: Air Temperature: 0 Material Temperature 0 Yield Unit Weight: 0 Slump Inches: 4.5 Slump Specification: Air Percentage: Air Specification: 0 Supplier: Yards placed: Design (F'C) @ 28: Truck Number: Ticket Number: Job Mix? Mix Number: Cement Type: Cement: Cadman 6 4000 144 525758 No 481010 1-11 450 Coarse Aggregate: 1379 Coarse Aggregate: 155 Sand: 1559 Fly Ash: Water: 31.33 Water Added: Air Entrain: Admixture: C494 WRA 18 OZ onformance Conforming to Plan? yes Explain if "No: Inspector: D.Bjorklund Reviewer: Test Strength:•::' ... Tested Per: Conforms Y/N: Compressive Y/N: ASTM C39 Yes Cast Date: 10/12/98 Fracture Type: (If "Other, than Cone ) Tested By: T.Hall Reviewed By: J.I-licks Test Results Copies To: •.. Date Mailed: 10/30/98 AsrM: C172, C101, C780 Grids Remarks Location: Walls & Columns ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. ID # I Test Date I Field Cure I Age Days 'Size Inch Area Sq In) Weight Lbs [Max Load Lbs I Strength PSI Set # 94281 8/24/981 I 71 6x12 28.271 01 966801 3420 1 94291 10/15/981, 281 6x12 28.27 01 1183501 4186 1 9430110/15/981 1 281 6x12 28.271 01 1240801 4389 1 Fll A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 SGA Corporation 6414 204th St SW #200 Lynnwood, WA 98036 Type of Material: Job Time: Air Temperature: Material Temperature Yield Unit Weight: Slump Inches: Slump Specification: Air Percentage: Air Specification: Conforming to Plan? yes Explain if "No ": Concrete 10:49:00 AM 59 71 0 4 4 max 0 Supplier. Yards placed: Design (F'C) @ 28: Truck Number: Ticket Number: Job Mix? Mix Number: Cement Type: Cement: Copies;To MIBuilding.Department Date Mailed: 10/2/98 2, C1:019 C7... OrC NUV UM ft Permt'Nuni z98 -328 D & J Industries :6750 S 180th St. Tukwila epoirtData` Report Date 9/17/98 Inspection!?erfQrmed/ Locatio Inspection Type: Reinforced Concrete Location: Walls Elevator pit walls; Concrete step walls 8 line & C >< >: Remark Resteel was properly installed in accordance with approved plans. Concrete was mechanically consolidated. MaterlaIData .......... .... nformanc! Inspector: J.Graham Cadman Plant #: 60 5 3000 206 517436 No 481010 1 -11 450 Coarse Aggregate: 1579 Coarse Aggregate: 395 Sand: 1559 Fly Ash: Water: 31.33gals Water Added: Air Entrain: Admixture: WRA18oz Reviewer. :TestStrertgth Tested Per: Conforms Y /N: Compressive Y /N: ASTM C39 Yes Yes Cast Date: 9/17/98 Fracture Type: (If "Other ", than Cone.) Tested By: T.Hall Reviewed By: S.Brown Test: Results:: ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. �FII A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 <SGA Corporation .................. ...................... ........................ ATTN: ADDRESS: ::6414 204th St SW #200 :Lynnwood, WA 98036 CopiesTo :I M Building Department Date Mailed: 9/25/98 Rei o urn 98-328 0 & J Industries 6750 S 180th St. .Tukwila Report Date 9/2/98 InspectionPerforme : LOCai Inspection Type: Reinforced Concrete Location: Footings & S.O.G. Slab pour backs footings and elevator shaft bottom slab at various locations Concrete placed by line pump mar aterial Data ... ........... Type of Material: Job Time: Air Temperature: Material Temperature Yield Unit Weight: Slump Inches: Slump Specification: Air Percentage: Air Specification: Concrete 7:00:00 AM 60 0 0 4 4 " + -1 1/2" 0 Supplier: Yards placed: Design (F'C) @ 28: Truck Number: Ticket Number: Job Mix? Mix Number. Cement Type: Cement: Cadman Plant #: 60 13 3000 200 512093 No 481010 1 -11 450 Coarse Aggregate: Coarse Aggregate: Sand: Fly Ash: Water: Water Added: Air Entrain: Admixture: 395 1579 1559 31.35GAL WRAOZ18.0 >Co:nformaii c� Conforming to Plan? yes Explain if "No ": Inspector G.E.Young Reviewer: eStiStreiigt h Tested Per: Conforms Y /N: Compressive Y /N: ASTM C39 Yes Yes Cast Date: 9/2/98 Fracture Type: (If "Other", than Cone.) Tested By: T.Hall Reviewed By: S.Brown ID # I Test Date Field Cure I Age Days 'Size Inch Area Sq In Weight Lbs Max Load Lbs Strength PSI 28.27 0 83280 2950 Set # 1 8569 9/9/98 8570 9/30/98 Test Restat3 71 6x12 281 6x12 28.27 85711 9/30/98 281 6x12 28.27 0 102840 3640 •- ' 1 .......... ......... ...... 103170 3650 ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. 01/08/96 09:58 FAX 310 604 3395 SMITH —EMERY COMPANY The Full Service Independent Testing Lal ratury, Estnblisheei 1904 761 Eats 4Yashingt. r 3o.i(..ird • Los Angeles, California 9}J21 • '213) 749.3411 • Fax: (21: ( 746.7226 RO. em NR055G, i•i.rnter Pont Shipyard 91d1;. 114 • San Francisco, Califon 94163 • 14151 322.8 836 • Fa\: (315) 812.6564 5427 Fast La raima Avenue • Anaheim, California 92507 • (714) 693 -(O26 • Fa:c ( 693.1034 File No.: 21122 Laboratory No.: L- -90 -1986F June 1, 1990 LANE -AIRE MANUFACTURING CORP. 2820 El Presidio Street Carson, CA 90749 LANE —AIRE J002 SUBJECT: Uniform Load Test Conducted on Your SVD 55102 Domed Acrylic Skylight. SPECIFICATION: I.C.B.O.E.S. Inc. 1989 Acceptance Criteria for Plastic Skylights.. SOURCE: Test Performed at Lane -Aire Manufacturing ( 5- 17 -90) by Smith -Emery Company Representatives. REPORT OF TESTS Identification of Acrylic Sheet Material Date Material Inspected: 5 -17 -90 Location of Inspection: Lane -Aire Manufacturing Corp. 2820 El Presidio St. Carson, CA 90749 Material Manufacture: Continenta]. Polymers Material Identification: 0.187" x 49" x 96" Smith- Emery Co.Inspector: Brad Degruccia & Gus Reed Description of Tested Skylight: Identification: Self Flashing Manufacturer's Model No.: SVD 55102 Nominal Dimensions: 55" x 102" Cdnfiguration: Dome Dome Rise:. 14 -7/8" Dome Color: White Nominal Acrylic Sheet Thickness (Before Thermoforming): 0.180'' Outside Curb Dimension: 48 -1/4" x 96 -1/4" Inside Curb Dimension: 48" x 96" Materials of Construction: Steel Frame and Acrylic Dome Number and Type of Fasteners: Retainer -To -Curb: 18, #12 x 1" Tek screws Inside Flashing -to -Roof: 20, #8 x 1" Pan Head Screws The assembly was witnessed and verified in conjunction with manufacturer supplied drawings and installation instructions complete drawings of the unit Ore on file at Smith -Emery Company in Los Angeles, CA. ALL RETORTS ARC SUOMITTEO AS THE CONFIOENTIAL PROPERTY OF CLIENTS. AUTHORIZATION FOR PUBLICATION OF OUR REPORT, CONCLUSIONS. OR EX• TRACTS FROM EIR REGAROI IO . EM 4ES_RVEO p'G NOING OUR WRITTEN APPROVAL AS, A MLTUA . PROTECTION TO CLIENTS, THE PUSILIC ANO OURSELVES. 01/08/99 09 :37 FAX 310 804 3395 LANE-AIRE SMITIi- EMERY COMPANY The Fuil Service lntiepel:.lent Testing Lrtlkrrato E: tol:fi:rhed 1s04 Laboratory No.: L- 90 -1986F Page No.: 2 Equipment: Water Manometer Dial Indicators Vacuum Pump V.9.C. Uniform Load Test 7 31 East Washington Boulevard • 1 .os Angeles, Cait:orn(a gcu21 • (2I31 749.3411 • Po.': (213) 7413-7=9 P.O. Bos:b0550. Har.ter's Pcin1Shipyrro @lug;. 11-1 • San FranclscC. Caltio :ria 91188 • :413! 8220880 • Fee (4l:) 82c -5864 5427 Eas t a'altnn Averue • Anaheim. California 92S • , ?l41 :93• :.26 • Fc': 17 :41 693. :G3I F No.: 21122 June 1, 1990 - Manufactured by Dynatech Frontier Carp. Albuquerque, New Mexico - Model #100 -SS •- Teciock Corp., Model #A1 -951D - Manufactured by Pacific Pneumatics, Santa Fe Springs, CA. Procedure: After conditioning to laboratory atmosphere, the skylight was installed in a test frame. Uniform differential pressure load was applied using a vacuum pump and deflections were monitored using dial indicators calibrated in 0.001 -inch increments. Loads were applied according to the following schedule: (i) Seventy -five percent of the design load was applied and held for one minute. The pressure was released and initial readings were recorded after a recovery period of less than five minutes at zero load. (ii) Design load was applied and held for one minute. Pertinent deflection readings and visual observations were then recorded. (iii) Positive and negative loading was then continued in 5 psf increments up to 3 times the design load as required. Load at each increment was held for one minute and pertinent deflection readings and visual observations were recorded. Pressures were not released prior to increasing pressure to the next incremental load. Results (Positive): Load (PST') A 0 15 2.0 25 3'0 3 ;5 40 45 50 55 60 0 65 7C 15 * 80 0 Deflect] on Readings (In,.) 8 C D E 0.000 0.000 0.000 0.000 0.000 0.096 0.121 0.068 0.090 0.019 0.011 0.017 0.009 0.010 0.006 0.138 0.170 0.073 0.129 0.026 0.170 0.200 0.076 0.150 0.027 0.200 0.229 0.078 0.159 0.036 0.236 0.264 0.081 0.190 0.047 0.270 0.295 0.083 0.219 0.058 0.310 0.330 0.083 0.250 0.061 0.346 0.360 0.000 0.258 0.065 0.371 0.380 0.000 0.300 0.070 0.406 0.407 0.079 0.327 0.033 0.049 0.063 4.010 0.021 0.072 0.432 0.430 0.091 0.355 0.074 0.459 0.452 0.112 0.381 0.074 0.489 0.478 0.128 0.404 0.077 0.058 0.077 0.012 0.031 0.039 t003 * NOTE: Dome deforms @ 78 PSF, load taken to 80 PSF held 1 minute and returned to zero, dome returns to shape originally made. Observation: No failure cccur ALL REPORTS ARC SUBMITTED AS THE CONE PENT AL PROP[ T7 C I r1T:. AITMORIiATION FOR PUBLICATION or OUR RCPOPT, CONCLUSIONS, OR CX• ''PACTS FROM OR RL THEM 19 Rtsenve0 PENDIN4 OUR WRITTEN APPROVAL AS A MUTUAL PROTECTION TO CLIENTS. nit PI: SLIC ANC OLRSELVCS RICHARD HUDSON & ASSC( - ATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 • 'T2uc.�uiz�.L C dA T.01Q • • •, • e::7L.So: moo.: ' I tia JOB SHEET NO CALCULATED BY DATE • • • • • WlNAt3 `3c:a'M9tt..t* ? ._.L _._. �l� cklr. lt! V o L V C S C . 1=.DD 0 C_ o•t"TILy ovl:r Yy _Sty: T -' c § ... NP.: �� o as - � .Cu 7 704 c. . . e f- OF TOW \M gip, P P • • E ILDING DIVISION _ RECEIVED CITY OF - TUKWILA MAY 2 9 1998 PERMIT CENTER 'EXPIRES 5/12/ Cf? • RICHARD HUDSON & ASuCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 CALCULATED BY Al VA- DATE 5 ] - Iq -4 Q SEATTLE, WASHINGTON 98122 206 - 324 -6160 . q2`/ 125 .. - • •. - -• • - -Z LS ' • e • JOB VJ tM(... .57 SHEET NO. OF d t bt.. =ts • Lt...=.2.5 ..s o_s1 _ . lhl,. ' 1 _ ......._.._.._. Z 1 + ' OW a i 2 5t b 'j.11 _ =__Lss ? -.r ' ' _& .._.._ t , I i I 11 C L rte zg -• 9 I? - - -- I _i___ _.t.tecp. S_:. Ta __.15 c_ 3 !-e 3..- 0 Z RECEIVED _._.. _,_. _.___.�_.__._.._I_Ciy_.OF Tt1KWILA ..... ._.. .. - -- MAY 2 9• `1998 ' PERMIT CENTER '' RICHARD HUDSON & 'JAMES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206- 324 -6160 Supet5z7S . Fa2 IVY ...oP 1nt4 S !�t 1b a Roo F ._.. �•u�� pArv�. 3 T Isc� ..._ zzs 'Roo _ ?� !4 �1 - -- -- �t Zo . Per cs rRr" i i . c�r.t� __ p io.__ r...... CQ 4 �Z S Cle) • X45 ►?Z _ - - ��} .., - 84 C 000 - - -.3 C.-- m' ES i <<•s u6 Visb _._4-Z. use; 4 V/72 1 614cRt2 ! 4-55 ...k..IPS. -- 1 .. ._ Door U56. - D. _ Qt M du.7:. is .... c ieg: u a - 3/4 , a4P JOB M.r V.) 1 SHEET NO. OF CALCULATED BY VVA S GATE 5 " 1 rv.4.1l(:bYLS � . 1 N1 7_ aidcalfridla. U S L .... 3 /4' 1‘ 4 ) ... k44 _ .. X t'1t+ -- _ A Ltaw - , . 3 4C)Z k) W5. CITY OFETU� KINILA MAY -2 9 1998 PERMIT CENTER 6(17l _ _ 41 IS < (04.' RICHARD HUDSON & ASdl. MATES, INC. Ala -.4"4 °'` ? . k°° SHEET NO. • LaTER.P.t_. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 • 1 d- r-stw v 0y1 • 4bct - e 24- CALCULATED BY " DATE • 1 i OF (p ENE ?: R w t .Cs, � .�. _ � • � R�CEI `. 5 ( ........ . . L P5� _.. ... 2.5: Pg F ._.. • - .. CITY- ; F TUK WILA . MAY 2 - 9;1998 I I I . PERMIT CENTER ... uum.Ltjctta taLc.=w' _ 37.o Pc.F oIC. RICHARD HUDSON & ASS ''IATES, INC. CONSULTING ENGIN zRS 1605 12TH AVENUE • SUITE 18 SEATTLE, WASHINGTON 98122 206 - 324 -6160 j..Tu2al,r. @. c.4 7 ) L ciq tE • 5 tttn2 _ _. ._ _ lT►a.5 `e6V , 1 ' — ( - ` - ©J7 cF' -_ 7..I - - -____ :., _:... 014 . ... . $ i .. - 1 .'(_r : ?4E?�c -r .__ JOB I c S tnl•OUVt' SHEET NO. / . OF 4 G� CALCULATED BY vv `� WI • DATE - `s u-Y ... 75(2.5) . 1375 - ?tnS Pc-F t >- � 1c - t - rd , • 1 • _.._..__ .Sc 2 3 0 S Ps......I �} _ . . _ RECEIVED CITY OF TUKWILA MAY 2 9 1998 - us E I Fits. Is v i�. 6:6 ..... J °,ems RMIT CENTER . Tc� (0. fsLL•. .. OS) .-.B Fc.• • "`,._.. ;_. - • - _- .. 4 SC .L O act ru -" ld-Ib LL ... IWO 3 is rs.LtIteP -lc. Poatdr Fax Note 7671 D• • — "'N ■ To .J it. \nix S O v . Prom eh��ynw \\ CO. SG • tb °"'". V♦ ;-4. P!a'wI�b -�f 31 '3 7% Phein " '�Ob S1S 1 Vb Fa7t N 4 t43\ Fe" W■ S — i©`7'6, 12/12/1998 67:66 206 -575 ; 16 DEC ii '98 16 :15 D KEHL ARCHITECT December 11, 1 NM SCA Corporation 6414 204' Strwt SW.400 Lynnwood, Ilysshini 96038 Atli: Ron Hammel! Re: 0 i .1 Industries Dear Ron, atir1 4 11113,pli Alan r ytzma .fit' .S/m: 12720 GATEWAY DRIVE, SUITE 1 SEATTLE, WA 98 168 SGA /D &J Woe the north wall of Rohn i l6. and 644 has hosted spaces on both sides. it is no: naosseaty to inslsK k $ulstian in that gall hum n thsstsv$or to the Stairway t!. Also, his not ratoomety to install gyp.; bd. on the side Otte wag not exposed to thsss moms. Sk csrty. P. 1/1 P96 -'O /Z9 R DEC 111998 COMMUNIT DEVELOPME PAGE 01 (206) 433-8997 FAX (206) 24641369 C 12/11/1998 15 :47 206 - 575 -k • 't DEC 11 '38 16:34 HUDSON 6 ) ASSOC RICHARD HUDSON & ASS3CIATES, INC. CONSULTING ENGINEERS 1805 12TH AVENUE • SUITE 18 SEATTLE. WASHINGTON 98122 206 - 3246160 • LT.TZ,a ' : ...w:_...__ .._ NEW •QP N G� j NEW "OPENIN 10d "0C• Ve' PLYWOOD 4 "x2OGA. STEEL STUDS ® 16 "0C SAW CUT o NEW OPENING SGA /D &J WU!Na_.r._ or Z DATE 1Z -� wiauvIP Sr , EXISTING OR NEW OPENING MATCH EXISTING e f EXISTING P.C. PANEL 4x8 LEDGER w /W EXP. BOLTS ® 16 "0C C12x25 WWI, EPDXY BOLTS 0 24 "0C STAGGERED 4'x18GA. TRACK W /Y. Ox2Va RAWL DRIVE 0 24 "0C MATC EX ISTING '— EXISTING OR ' NEW OPENING 3 E6 IOt4 - FAD' JorsTS Poat•It' Fax Note 7671 ToC\ vv k_ \ ( . 4Y \ -P "%; 11 1 's�• CD, SGA Pio"Lw6 575 1046 pf'°419 "4 I \ -S loz F. a e 31-3�cuS. 5 I O r. . PAGE 01 RECEIVED "1 .. CommtiN' fry .• D EVELOPMENT • 12/11/1998 15:47 206 - 575 -9 S ", DEC 11 '9a 16:34 HUDSON ‘,..10 Assoc RICHARD HUDSON $e ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE • SUITE 1$ SEATTLE. WASHINGTON 98122 206.3244160 • • • • • • • %" PLYWOOD JB.HANGER 4 "x20GA. STEEL STUDS 0 16 "0C SAW CUT 0 NEW OPENING SGA /D &J SAW CUT 0 NEW OPENING 1Qd 0 6 "OC N E.6 --,/ 3•ii(.d1 Toe NRK.S fl01 tack do., T 4 -1 1•1'3 u� 2— GAImmao iv . W L NEW OPENING EXISTING OR NEw OPENING . MATCH EXISTING EXISTING 0 P.C. PANEL 4x8 LEDGER WAI EXP. , BOLTS 0 16"OC C12x25 W /3i'a EPDXY BOLTS 0 24 "OC STAGGERED 4 "x18GA. TRACK W /Y."0x21h" RAWL DRIVE 0 24 "OC MATCH EXISTING , EXISTING OR CA voPI• To • PAGE 02 ,• • Wp m.; • • • COPIES DATE NO. DESCRIPTION I R 1 6g e-.....tl. wet it dL-F1-<_+. l► TO COPY TO 14 ' 99 10: 10 D KEHLE ( LITECT 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WASHINGTQN 98168 (206) 4338997 FAX: 24669 E 1 V E D 6-r-it 64" O Shop drawings O Copy of letter JAN 1 4 1999 COMMUNITY D _VE!_OPMENT �-ws � WE ARE SENDING YOU 0 Attached 0 Under separate cover via ❑ Prints O Change order ❑ Plans 0 If •ncto•w•• u• not as n•t•0• Mlndlr notily u• •t once. { LETIT 2 Trekmaraa ia LP z OAT[ 1 *TTCNTIIN SIGNED: f 4 F , 7 [ JOIN M0 T „A., h"} n S the following items: ❑ Samples 0 Specifications THESE ARE TRANSMITTED as checked below: ❑ for approval 0 Approved as submitted 0 Resubmit, copies for approval O For your use 0 Approved as noted 0 As requested ❑ Returned for corrections D For review and comment ❑ O FOR BIDS DUE {{ 19 O' PRINTS RETURNED AFTER LOAN TO US REMARKS - r - Lk tt 1 5 Y I& �dR ✓S tetit.?ly Og' Ou.V 11 G re.55 [Q t � O Submit ❑ Return copies for distribution • corrected prints • Jai 87.99 15:12. Ausrly500- ` iAM F. taO'2A'#' o:nA >a; 440 -814-% - k i s� - g C L 8 . . tr r tpa kvor 6Lt. '&k4 blook�w� e li te xitbd. a facti:04 Rat.3gSSEKERCM dw / I 1 141 Tawntul1LG.'t i2"? 43t -max 1 FM • mokleArem wdlii e Loiio RECE1V -. - - -- JAN 111999 .T i�� `t /if Space Heat Type ❑ Electric resistance Al All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area it they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing C985.2_ 1 2 - F 7 1 7 cp2 •,'3' .x 100= O Concrete/Masonry Option oncreteMhsonry Option. See CI Check here if using this option and if project meets all requirements for the Con Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info Project Address 6 7 5 .0 4)4 f +1, 18o-FL'S +• Date /( 5 /c/ 8 •r,.. k W l (0. w A. . For Building Department Use All Other Roofs Applicant Name: D * 3'1NdaStr.ic c. 0 pAuia4 4., 4 rt'L Tjctt Applicant Address: I z ? 20 rl wcty , V4 , S .) t1.4,.. Applicant Phone: Z C (o .. c{ 3.2 841 Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic -- All Other Roofs L ei Opaque Walls 19 Below Grade Walls Floors Over Unconditioned Space Slabs -on- Grade -- Radiant Floors --- Maximum lI- factors Opaque Doors , r . Cr, Vertical Glazing , 1 Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing I ■ • Envelope Summary • Climate Zon ENV -SUM 1994 Washington State Nonres den•al Energy Code Compliance Forms Project Description Compliance Option ❑ Prescnptive xi Component Performance ❑ ENVSTD (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis Sernl- healed space' Roofs Over Semi - Heated Spaces' 1994 Washin t n State Nonresidential Ener Code Com • liance Form Minimum Insulation R- values 'Refer to Section 1310 for qualifications and requirements Notes: ❑ New Building ❑ Addition Alteration ❑ Change of Use 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 It project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 BtutR'•'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) U4actor D'6oI1 • Maximum SHGC (or SC) Apnl, 1994 RECEIVED CITY OF TUKWILA APR 1 6 1998 PERMIT CENTER H -7 All insulation installed? Opaque Walls R -11 Masonry walls (int) U-0 19 Masonry walls (other) U-0 25 Below grade walls (ext) R•10 Below grade walls (othr) R•11 Roofs over attics R -30 All other roofs R•21 Floors over uncond sp R -19 Slabs -on -grade 12•10 Radiant floors R•10 Opaque doors U-0 60 Glazing Criteria Met? Glazing Vert OH Area % U U SHGC 00-15% 090 1.45 100 15-20% 0 75 140 100 20.30% 0.60 130 0 65 30-40% 050 1 25 0 45 All Insulation Installed? Opaque Walls R•19 Masonry walls (int) U-0 19 Masonry walls (other) U-0 25 Below grade walls (ext) R.10 Below grade walls (othr) R -19 Roofs over attics R•38 I other roofs R•30 Floors over uncond R•30 Slabs -on -grade R•l0 Radiant floors R•10 Opaque doors U-0 60 Glazing Cntena Met? Glazing Vert OH Area % U U SHGC 00.20% 0 40 080 100 All Insulation Installed? 7 Opaque Walls R•19 Below grade walls (ext) R•10 Below grade walls (08w) R.19 Roofs over ethos R•38 All other roofs R•30 Floors over uncond 14•30 Stabs-on -grade R -10 Radiant floors R•10 Opaque doors U -0 Glazing Criteria Met? Glazing Vert OH Area % U U SHGC 00.20% 0 40 080 100 Envelope Summary (back) e e Climate Zone 1 ENV -SUM 1994 Washin 1994 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types Other. All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems trsted in the exception to electric resistance (continued at right) All • ' Masonry • walls R•11 y Wall Cntena OK? apsulationo ' no (below) yes Yes <40% '.• Glazing 'no yes ') All Insulation Installed' IOpaque Walls R•11 I Below grade walls (ext) R•10 Below grade walls (otter) R -11 !Roofs over attics R•30 'All other roofs R•21 Floors over uncond. sp. R -19 Slabs•on•grade R•10 - (Radiant floors R•10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert OH Area % U U 00.15% 090 1 45 15-20% 0 75 140 20•30% 060 130 30.40% 050 1 25 no lyes SHGC 1.00 1 00 0 65 0 45 no Y 1 State Nonresidential Ener Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. <25 % '' no 'Glazing? • ( ye no ea kJ :w.f.* s., 1 1 Stan Electric • • . Resistance no Heat? Prescriptive Path Allowed Component Performance or Systems Malysrs Required Yes • <20% Glazing - no Yes 1 Cod, mom no Hance Form Electric Resistance: Space heating systems which use electric resistance elements as the pnmary heating system Including baseboard, radiant. and forced an units where the total electric resistance heat capacity exceeds 1 0 w,,t of the gross conditioned floor area Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems V 'Masonry • All all Criteria OK ?,.•E —• walls R -19 , yes'`•.. (below) no •V!sulabon? •' no Yes )1, < <20% • • �••Clazmg? • Yes Concrete/Masonry Option* Assembly Description Assy.Tag Wall Heat Capacity (HC) HC** Area (sf) Totals total of (HC x area) by Total Area HC x Area no Apnt, 1994 if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC =1,0 unless calculations are provided; for all other walls, use Section 2009. Building Permit Pla - Checklist ENV -CHK 1994 Washington Stale Energy Code Compliance Forms Apnl, 1994 Project Address cod 5.0 50t~4-t, 1 so t, K �� k _ I a wa r 'Date 1..f/ / 5 — /p� / , } 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 Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type es n.a. yes Electric resistance no n.a. Other Indicate on plans that electnc resistance heat is not allowed A -7---' yes no Cn.a;, 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation (9 no n.a. 1311.1 Insul. installation Indicate densities and clearances glip 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 cave vents installed; Indicate face stapling of faced batts �s no n.a, 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; A-1 �1 A-5- JJ yes no 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 yes no 02) ��// 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected yes no n a 1311.6 Radiant floor 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 if no n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area I� A- Z yes no n.a. C:) E yes 1312.1 I 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 coatings, gas fillings 1, A-2- no n.a. • 1312.2 1313 SHGC & SC Moisture control Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) p _Z es no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side 4 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. A -2- Se no n.a, 1313.3 Wall vapor retarder Indicate vapor retarder on wall section yes no n. . 1313.4 Floor vapor retarder Indicate vapor retarder on floor section es no 1313.5 Crawl s• •ce va•. ret. Indicate six mil black ••I eth ene overla• •ed 12" on •round 1314 Air leakage no n.a. es no n.a. 1314.1 1314.2 1314.3 Bldg. envel. sealing Glazing /door sealing Assemb. as ducts Indicate sealing, caulking, gasketing, and weatherstripping Indicate weatherstripping Indicate sealin., caulkin• and •asketin• � II _ 5— es no .a PRESC ="• TIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) -I no J Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary 1994 Washington State Nonresidential Energy Code Compliance Form is circled for any question, provi exp RECEIVED CITY OF TUKWILA APR 1 r) 11) S PERMIT CENTER 1994 Washington State Nonresidential Energy Code Compliance Form Building Permit Pla Checklist 1991 Washington State Energy Code Compliance Fortes ENV -CHK Apnt, 1994 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All Insulation materials shall be Installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the coiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When save vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face•stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty - four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -she inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on Model Size AA or BB. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled In accordance with the National Fenestration Rating Council (NFRC) Standard by a certified; independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS -27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof/Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.6 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shalt extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Bulding assemblies used as ducts or plenums shall be sealed, caulked, and gesketed to limit air leakage. Project Address G.75-0 tb -t % ( O 4 - 4 . - , ...6„, l w l `� 14)4. J Date q / t / Q v Space Heat Type 0 Electric resistance 5 All other For Building Department Use ' Glazing Area as % gross exterior wall area % Concrete/Masonry Option 0 Yes 0 No 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 by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) 0. .9 :685,2 7 - ( U m d, c m aJ > 0 _ (o Plan ID y. U =Q .67 Plan ID. ' U= Plan ID U= Plan ID. U= Plan ID U= Plan ID. U= Plan ID. O,, x 34 2 = 235',2- 0 �6o - 24'$. 2 I 7 s 7 Glazing % Electric Resist. Other Heating 0-15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% not allowed 0.60 >30 -40% not allowed 0.50 (see Table 13 -1 for Conc/Masonry values) Overhead Glazing U= Plan ID U= Plan ID. , ` U= Plan ID `') � U= Plan ID' U= Plan ID U= Plan ID. Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 >15 -20% 0.80 1.40 >20 -30% not allowed 1.30 >30 -40% not allowed 1.25 (see Table 13-1 for Conc/Masonry values) Opaque Doors U= 044 Plan ID 3 4 U= O. /oPlan ID: a U =O.6 Plan ID: CZ U =O. S Plan ID 1 O 0.2c X Z.00 0. ao k 2 ( ^ 6.6. K . ( O 7, 6 , S k I O c1® 1 2.(0 , r 114, 0 5 r" x 5'3 C = 124 . (o Electric Resist. Other Heating 0.60 0.60 1 Roofs Over R= Plan ID: / R= Plan ID: /( ` � /4 R= Plan ID ' - Electric Resist. Other Heating 0.031 0.036 . spoil ragt0 R =O4 Plan ID I I R =0,64 ID: 1 R= Plan ID: 0 .04 X /SO/ 0.05 k 068 11 62. S I Q 05 )C jL = 701.4 4 K, 4 Electric Resist. 0.034 Otter long 0.050 Opaque Walls' R =.118 Plan ID 1 R= .07 Plan ID. y R =.I18PIan ID: R= J 09�,PIan ID: (D R= Plan ID. R= Plan ID: R= Plan ID' R= Plan ID' 6.Ild k 7 4 0,07 k 104,.6 0,118 k 5764 - - 1 0.0e/2.k-5-tits - = $7,Q 7.5 (080.2 ©.ly x 10031.8= BHY.S O.25 k 6GOQ.5r, 1(052.1 S i45 Electric Resist. Ordinary 0.062 Metal stud 0.11 Conc(int) 0.19 Conc(oth) 0.25 Other Heating 0.14 X 0.14 0.19 For CMU Slab -on- Floors Over Below 9. grade Uncond Sp Grade Walls R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID. Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 R= Plan ID: R= Plan ID' R= Plan ID. R= Plan ID Electric Resist. Other Heating 0.029 0.056 R= Plan ID. R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) walls, indicate core insulation material. For compliance. Totals! 27 .51 17,6 Totals'' ;773 y 1 36, 1994 Washin • State Nonresidential Ener. Cod - ^.om • Iiance Form Envelope UA Calcul . ions Climate Zone ENV -UA '994 './J'9•3" j(ate `Jo- es•Je'+haI E ^e'gy ..00e Comp,ante -9mS 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed TarsgEfkg6 . CITY OF TUKWII-A Aont .994 APR 1 6 1998 ENTER 1 OG= 2: OG= 3: VG= 4 5: 6: Vertical Glazing List components by assembly ID 8 page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Vertical Glazing __ I Plan ID Itl . w/Gle..v Plan ID Plan ID Plan ID Plan ID Plan ID I x CO BS = !'0135 I x (085'= 6=65 Glazing % Electnc 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 / ) l0 85- ` 6 0 5- Totals! 6 0 5 6 Overhead Glazing List components by assembly ID 8 page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing Plan ID Plan ID Plan ID * \ Plan ID �v Plan ID Plan ID 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: Totals Totals! Envelope SHGC Calc ations Climate Zone 1 • ENV -SHGC 1994 Washington Slate Nonresidential Energy Code Compliance corms Glazing Area Opaque Area Gross Exterior Wall Area 1 Roofs over Attics Other Roofs Walls) 1994 Washin•ton State Nonresidential Ener Code Com•liance Form X 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. 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. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Max Glazing Area (Table 13 -1) %1 Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1: 0 lesser (circle) 7: Proposed Opaque Area Proposed OG Area 4: 5: + Proposed Opaque Area + (6. Other Roofs 100 Max OG Remaining 2: Target VG Area =18: 1' 2' Proposed VG Area 1 3: Total Ta get OG Area (sum #10 + #11) Walls Maximum Target Glazing Area 0 lesser (circle) 8: VI Target OG AreaW 10: 11: 12: Target VG Area 1 9: 1 9: Target Opaque Area 13: 14: Target Opaque Area 1 15: Note. If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Aprrl 1994 Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Target values 9, 12. 13, 14 8 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 8 12 are also used in the applicable Target SHGC calculations above. ( . • ENVELOPE U -VALUE WORKSHEET ' 7e�R7K' �•% •'Li..v�.•ytiojoyeathL }iYCr. • .'• 1 ••••• •w.. •.•.. •• rl'.. •••'• • :•147:•• .•• 'n. - - • . Materiel I1401reLI?0Ltd OP 00 ft 5t, F- II tl lone btu Element:rz. `f le e SKETCH OF ELEMENT Note: Make copies of this form for every building element. • Framing Ratio (if epplicoblo) r I Thickness (Inches) 01bP Sum of R•Volucs jp C Framing Ratio Solid Li-Value x Framing Ratio 1 • Frumint Ratio Cavttyif.Volue >< U - homing Ratio) (0 (o' M'I•l..,u9e'Z4 ° � - M t 4 te101J *VI) 1 * P?P) P) Wfr. 01P. Sum of Adjusted U•Vclue, (a + bl R•Value per R-Velue R•Volue Inch Solid • Cavity .mi ,Col .....:. I i1 ..o.ogz. U - 1 IR Al ointment - IJet'aroa after openings such os doors. windows, end skylights have boon subtracted RECEIVEo CITY OF TUKWILA APR 1 6 1998 PERMIT CENTER • -Material Inches R /In Thickness R Value Solid R value Cavity ce kw t. .•I Oh" Ce 4c est L . D$ . 42 tz. i'iii.. 3Y __ a i 3Y2. !1•(ob h4" 6'w.ep 5! 446 Eta. • (ol • • • . Summation R Values . IS .ii U= 1 /R •11a EI� nt new= WZ'U. SKETCH OF ELEMENT Hole: Make copies of this form for.very building element. Framing Ratio ( if applicable) 'w • • U Value for Element (Avg.) = • 11 g Area of Element` Area of Element is net area after openings such as doors, windows and skylights have been subtracted. RECEIVED CITY OF TUKWIIA ... APR 1 81998 PERMIT CENTER '� Element: D ryui+ ouaY` / I�tS� ° h 1 /2 lie I 1 Framing Ratio (ii applicable) Ir U Value for Element (Avg.) Area of Element' tic a Y 6 ., (1.61 .e.A.d T rr SKETCH OF ELEMENT Note: Make copies of this form for every building elemvnl. K--11 S f .e.•e ( S 4-k. d 5/0 g yp� b Area of Element Is net wee after openings such as doors, windows and skylights have been subtracted. • CI OFETUK PR 1 51898 PERMIT CENTER Material Thickness Inches R /In Thickness R Value Solid R value Cavity 1/C i b �O 1 • 11 1 i • (12 feNcij t O2-- .0b .5'Z 4 4 4 iii,. 31( _ i yob 6L P.I3P• Vih, .962 11.61Ge btu • (o! - 0 1 El Framing Ratio ( if applicable) le • la • U Value for Element (Avg.) = .11 8 Area of Element` ant: egf92102. Wbu.. -�tsC SKETCH OF ELEMENT Note: Make copies of this form for jvery building element. . Summation R Values . U = 1 /R . 1 • Area - of Element is net area after openings such as doors, windows and skylights have • been subtracted. Project Info Project Address (0 50 ekf� ( 60471 "1 5 1- Date - i kwL Io Lek. For Building Department Use I tat f I . o.t` ;,e Applicant Name.p 1- _rWwS'i"ir;. ..�d taav,d " Le ,d rt i. Applicant Address 1 2 720 [Aa�.ew4yp r , S • # / /h 5act. Vet, Applicant Phone 2 0 6^ q 3 3 _$ 7-St 7 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 Location (floor/room no.) Occupancy Description Allowed Watts per R •• Area in ft Allowed x Area I tat f I . o.t` ;,e O F-P tZ >Z t . 2 — 1_7.— I. `15 H g/ 10 1 0 1 4;o0 5'152.8 Z 'tI 2 •° 7 2. DO. 0 20 PI. o ';a.e C:)-P ah v t — From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts ( 5,4069 y . $ g Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Is+- FI.CIPPile 3- + roc -e55a44 �Iyo�. 53." f3 4 . 24 2.0.d Fl,pppak. 3- +f-�.be v-,e c .Qs5ed - Ikov'. 3 1 9'5 236'5 14+ FII' ,uw.i.P Z - -1-Kbe sKip. s4-t tp$ (' � +(00 41 40 O Z„JR.4PF,,e a.. h2c-esg.edCO�pac�f } -I „_01-.. „_01-.. C 23 13 8 • • Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts I 4,150 Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x It) Covered Parking /i /4 0.2 W /ft Open Parking /� /4 0.2 W /ft Outdoor Areas / /At 0.2 W /ft Bldg (by facade) A) /4 0.255 w /rte Bldg (by penm) N / A 7 5 W/I1 Note for building exterior, choose either the facade area or the penmeter method, but not both) Total Ahmed Watts Number of Watts/ Watts Location Fixture Descnption Fixtures Fixture Proposed kAdt • CITY OF T►IKWIU f1 p I? .( ti 1 i 3 LTG -SUM 1994 Washin r99a VY ashmgton Talc Nonreswent aI Energy 'Laae Compnance Forms Project Description State Nonrecilential Ener• Coct .;om•Iiance Form ❑ New Building ❑ Addition ❑ Alteration Apnl 1994 Compliance Option ❑ Prescriptive ID Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over) Indicate Prescriptive 8 LPA spaces clearly on plans ) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Watta (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts 8.01 PFRMIT CEN Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x It) Covered Parking /i /4 0.2 W /ft Open Parking /� /4 0.2 W /ft Outdoor Areas / /At 0.2 W /ft Bldg (by facade) A) /4 0.255 w /rte Bldg (by penm) N / A 7 5 W/I1 Note for building exterior, choose either the facade area or the penmeter method, but not both) Total Ahmed Watts Number of Watts/ Watts Location Fixture Descnption Fixtures Fixture Proposed kAdt • CITY OF T►IKWIU f1 p I? .( ti 1 i 3 LTG -SUM 1994 Washin r99a VY ashmgton Talc Nonreswent aI Energy 'Laae Compnance Forms Project Description State Nonrecilential Ener• Coct .;om•Iiance Form ❑ New Building ❑ Addition ❑ Alteration Apnl 1994 Compliance Option ❑ Prescriptive ID Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over) Indicate Prescriptive 8 LPA spaces clearly on plans ) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Watta (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts 8.01 PFRMIT CEN Number of Watts/ Watts Location Fixture Descnption Fixtures Fixture Proposed kAdt • CITY OF T►IKWIU f1 p I? .( ti 1 i 3 LTG -SUM 1994 Washin r99a VY ashmgton Talc Nonreswent aI Energy 'Laae Compnance Forms Project Description State Nonrecilential Ener• Coct .;om•Iiance Form ❑ New Building ❑ Addition ❑ Alteration Apnl 1994 Compliance Option ❑ Prescriptive ID Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over) Indicate Prescriptive 8 LPA spaces clearly on plans ) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Watta (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts 8.01 PFRMIT CEN LTG -SUM 1994 Washin r99a VY ashmgton Talc Nonreswent aI Energy 'Laae Compnance Forms Project Description State Nonrecilential Ener• Coct .;om•Iiance Form ❑ New Building ❑ Addition ❑ Alteration Apnl 1994 Compliance Option ❑ Prescriptive ID Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over) Indicate Prescriptive 8 LPA spaces clearly on plans ) Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Watta (Interior) (May not exceed Total Allowed Watts for Interior) Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts 8.01 PFRMIT CEN Use' LPA' (W /ft Use' LPA' (Witt) Painting, welding, carpentry. machine shops 2.3 Police and fire stations 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel ban_ quet /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 1 Factones, workshops, handling areas 1 5 Retail B Retail banking 1.5 Gas stations, auto re • - it sho • 6 1 5 Locker and/or shower facilities 0.8 Institutions . 1 5 Warehouses ", storage areas 0.5 Libraries' 1.5 Aircraft storage hangars 0.4 Nursing homes 1 5 Parking garages S'• Sena, 'S]' Wholesale stores (pallet rack shelving) 1,5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, comdors, lobbies (except 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, banks, churches) "' 1.2 Prescriptive Spaces Occupancy U Warehouses, storage areas or aircraft storage hangers U Other Qualification Checklist Note. If occupancy type is 'Other' and fixture answer is checked. the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do IPA Calculations Lighting Fixtures: U 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 1994 Washing tort otate Nonresidential Ener• Code n • liance Form Lighting Summary (back) LTG -SUM 1994 Wasmngton State Nonresrdentrat Energy Code Compiranee Forms Table 154 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 In cases in which a use is not mentioned specifically. the f nit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. April 1994 The Mans per ;square fool may be increased. by two percent per foot or eciting height above twenty feet. unless specifically directed otherwtse by subsequent footnotes. 3 Watts per square foot ofroom may be increased by two percent per foot ol'cciting height above twelve feet. a. For all other spaces. such as seating and common areas. use the (nit Light Power Allowance for assembly. 5 Watts per square foot of room may be increased by two percent per foot of ceiling 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 floor. a Unit Lighting Power Allowance of 1.35 may he used for usable office floor area and 0.80 watts per square root shall he 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. K For the lire engine room, the Unit Lighting Power Allowance is 1.0 watts per square toot. 1 1 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. Ill For both Retail A and Retail B. light for free-standing display. building showcase illumination and display window illumination installed within two feet of the window arc exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and IUD merchandise display illuminarics arc exempt. Retail H allows a Unit Lighting Power Allowance of 1.5 watts per square foot. including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location and height. is submitted, the square rootage 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) of the racks. The height allowance de in d inf tnote 2 applies only to the floor area not covered by racks. Lighting Permit Plan Checklist LTG -CHK logo Wasmngion State Energy Cooe Comoance Forms ADM ism Project Address —. r 7 S0 50 4,4-k 19) 4- h to ;) "fr•t.kty t �A % INa.. Date 1 1/ /5 - //60 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability Code (circle one) J Section Component Information Required Location on Plans Building Department • Notes LIGHTIN CONTR LS. (Section 1513) e no n.a. 1513 1 Local control/access Schedule with type. indicate locations A-141-3 at -It 3 y e no n a. 1513.2 Area controls Maximum limit per switch 1513 3 Daylight zone control Schedule with type and features, indicate locations es no n.a vertical glazing Indicate vertical glazing on plans A -I4•2s yes no a overhead glazing Indicate overhead glazing on plans yes no n 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features. indicate location yes no a (a) timer w /backup Indicate location yes no (b) photocell. Indicate location 1513.6 Inter, auto shut -off Indicate location yes no n.a 1513.6.1 (a) occup. sensors Schedule with type and locations yes no a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up. override capability); Indicate size of zone on plans LIGHTING WATTA Sections 15211-22 or 1530 -32) ye no Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps. ballasts. watts per fixture ELECTRIC MOTO S (Section 1511) yes no • n.a. • lElec motor efficiency [MECH -MOT or Equiement Schedule with hp, rpm, efficiency 1994 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: ( RECEIVED CITY OF TUKWILA APR 1 6 1998 PERMIT CENTER 1994 Washington State Nonresidential Energy Code Compliance Form Lighting Permit Plans hecklist 1994 Washington State Energy Code Compliance Forms LTG -C H K Apnl 1994 Lighting - General Requirements 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space. enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. Exceptions: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3 Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. Exceptions: 1. Industrial or manufacturing process areas. as may be required for production. 2. Areas less than five percent of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones. as defined in Chapter 12. both under overhead glazing and adjacent to veitical glazing. shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area , lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting, 1513.5 Automatic Shutoff Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer. photocell, or a combination of timer and photocell. Automatic time switches shall also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut Off Controls, Interior: Office buildings greater than 25.000 ft' and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor; time switch, or other device capable of automatically shutting off lighting. Exceptions: 1. Areas that must be continuously illuminated. or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.62 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday 'shut -off feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities. which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. .Automatic time switches shall incorporate an over -ride switching device .; which: is readily accessible: b. is located so that a person using the device can see the lights . or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than two hours when an over -ride is initiated: and e. controls an area not exceeding 5,000 ft or 5 percent of footprint for footprints over 100,000 ft', whichever is greater. Post -IC Fax Note 7671 gel CK ��s► ..a.... l To '.`- .c:. >'• ��� \S C'v. Prom � �.e , C,. , Co./Dvpt. C( '' SC. N CC x Phorig Y Phone 1$ 0;:3 S7S I CCeS,.,, Faxy Fax* a g• S i oi( o 01/08/1999 11:11 206 - 575 -1.46 JAN 98 '99 99:94 D. KEHL.E CHITECT ar • DAVID KEHLE, ARCHITECT 12720 Gateway Drive; Suite 116 • Seattle, Washington 98168. (206) 433.8997 . . ./ > JAN .0 3 1999 BY 4+Firt o .ln • -�- LS ok"Y551 b1.e Ib� . +D use...- roas16le i,- -$ oh ,.1,011 M . i r -e J o�r. *1 . 1. $ ... n. -t c1 oP. 5 wt,o. d cti !mo o.. ae.++iv 4 }'4z 5' 11 aWc• �!�40 �4o- + -t'1R, . + 4'■�-< <✓1 . ,),4 ;.411t q,r 4 0`14 ) : c.I Ong., Yo.� I- i S 4.4 .i �► �r .6 K 1.- l � � l Nt/!, l �1. 4 � � V' e•u .�-� !V �''? 1 f ! S ce �!TT`R , . y H.. oli3 .t. c.k -ta ,"S . .0 Please reply D No reply nee lssary , . SGA /D &J D PAGE 01 P.1/1 2Tcz tee t LETTER Su*ct Pj �J .1�.!'sti3O6107 - r u bw i 4. eiGNED I.:0 APPROVED t V r !� 0 E 0 • JAN B 1999 itiiJ� ti l .• f, f r7 G DI \F{SIOP RECEIVED KWILA CITY OF PERMIT CENTER 09/17/98 15:41 FAX September 17, 1998 Duane Griffin Building Official City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: D & J Industries 6750 South 180th .� L� ` �' 2 ' ` Tukwila Dear Mr. Griffin: Your Truly, SGA CORPORATION Via Facsimile (206) 431 -3665 CORPORATION SGA Corporation is working on the D &J Industries Tenant Improvement project at the above address. We have placed an order on September 8, 1998 with Otis Elevator for the elevator required for this tenant improvement. The best case scenario of having the elevator delivered and installed would be 12 weeks. Realistically, we are looking at 16 to 18 weeks as the delivery date given to SGA by Otis Elevator is December 4, 1998 and installation will require another two to three weeks. The balance of the D & J project will be completed by October 30, 1998. We are requesting authorization to receive Certificate of Occupancy previous to the elevator being installed due to the extended delivery time of the elevator. If you have any questions, please call. Thank you very much for your consideration. S814140 A mega, Brian J. Merisko Vice President cc: Ken Nelson, Plans Examiner, City of Tukwila Department of Community Development Anthony Chau, D & J Industries 98 -078 SGA Job File f ool GENERAL CONTRACTORS • CONSTRUCTION AND PROJECT MANAGEMENT #SGACO"084BS 6414 204TH ST. S.W., SUITE 200 • LYNNWOOD, WA 98036 • SEATTLE 206 233 8038 • 425 778 2191 • FAX 425 778 2196 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works Kelcie Peterson, Permit Coordinator Joanna J. Spencer, Public Works Development Engineer September 1, 1998 D & J Industries Storm Drainage Revision #1 received August 27, 1998 Project No.: PRE98 -002 Permit No.: D98 -0129 Review Approval JJS:ad cf: Applicant (with copy of revised plan) Public Works Inspector (with copy of revised plan) Development File (with copy of revised plan) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 John W. Rants, Mayor Ross A. Eamst, P. E., Director The above revision submittal, sheet SD -1 which involves installation of turn down 90 degree elbows in existing five catch basins in lieu of one frop tee. This approval has been entered into the Sierra Permit System on September 1, 1998. i david August 26, 1998 City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Attn: Ms. Joanna Spencer Re: D & J Industries — D98 -0129 Tukwila Dear Joanna, Attached is the revised Sheet SD -1 which indicates that the turned down 90 elbows are to be installed in the existing Type II CB's. Also, you will see the attached narrative on the revision submittal form. This narrative explains the reason behind this type of installation instead of a water /oil separator. In your transmittal to Ron Hammel) of SGA Corporation you requested a civil engineers stamp be affixed on this drawing. We hope that the stamp of the Architect of Record, David Kehle, will be sufficient in as much as the original design work did not involve a civil engineer. This solution, to the problem with the existing storm system, seem rather straight forward so I hope the Owner can forgo the added expense of hiring an engineer to stamp this drawing. Please contact me if you have any questions. Sincerely, CQ- 1C0-a Alan Bylsma DK/mt a:1974411et8 -26 12720 GATEWAY DRIVE, SUITE 116 SEATTLE, WA 98168 REVISION N0. RECEIVED CITY OF TUKWILA AUG 2 7 1998 PERMIT CENTER (206) 433 -8997 FAX (206) 246 -8369 03/24/98 12:09 FAX 08P_a1/1933 10:53 2CE•- 575 -W46 SSA /112,3 PAGE 03 . _ ' E �J 3�14M TUh( .A DCD Pw COMPANY: w `_ -T� ,206 r 7T- gO P.1 CITY OF TUKWILA — PUBLIC WORKS DEPT, FAX TRANSIVLITTAI. FAX NUMBER (206) 431 -3665 "DATE:d Z1002 TUKWILA. PUBLIC WORKS b P2'. • 6300 8outhoenter Blvd, ?uthavlla WA 9818S - (206) 433 -0379 REVISION N0. RECEIVED CITY OF TUKWILA AUG 2 7 1998 PERMIT CENTER • I' t 1 ' !ice - Pi "'Ca. . ' ' 4 co i€.ro n ie,N4Lci 6 1444 . c c . 0010441 o- bit .. MoML glit04044, Y o.r r P-i -c 0.1 Vh•lote iSioL -, ittO c i 0* abosmi, c..Seitis......... • ' +LA. rt as :106 (00.Atj 4406+ ck + 4c4... e--- 03/24/98 12:09 FAX 08P_a1/1933 10:53 2CE•- 575 -W46 SSA /112,3 PAGE 03 . _ ' E �J 3�14M TUh( .A DCD Pw COMPANY: w `_ -T� ,206 r 7T- gO P.1 CITY OF TUKWILA — PUBLIC WORKS DEPT, FAX TRANSIVLITTAI. FAX NUMBER (206) 431 -3665 "DATE:d Z1002 TUKWILA. PUBLIC WORKS b P2'. • 6300 8outhoenter Blvd, ?uthavlla WA 9818S - (206) 433 -0379 REVISION N0. RECEIVED CITY OF TUKWILA AUG 2 7 1998 PERMIT CENTER • May 18, 1998 Alan Bylsma David Kehle Architects 12720 Gateway Drive, #116 Seattle, WA 98168 Dear Mr. Bylsma: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0129 D & J Industries 6750 S 180 St This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division. At this time the Fire Department, Planning Department and Public Works Division have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, 11 61 1 LIaLL — 142 Brenda Holt Permit Technician Enclosures File: D98 -0129 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 BUILDING DIVISION REVIEW DATE: April 28, 1998 PROJECT NAME: D & J Industries tenant improvement APPLICATION NO: D98 -0129 PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431 -3670 Please provide additional information, clarification, and/or correction on revised plans for the following Building Division comments. 1. In addition to the elevator that will provide barrier -free access for the second floor, an Area of Evacuation Assistance must be constructed per State Amendment U.B.C. Section 1104.4. 2. The propose second floor Showroom / A -3 occupancy is required to be of one- hour fire- restive construction in accordance with U.B.C. 303.2.2.2. 3. The Showroom / A -3 occupancy also requires one of it's two exits be directly outside or an equivalent and the second exit may only pass through one adjoining room per U.B.C. 1003.5. No further comments at this time. r DATE: PROJECT NAME: APPLICATION NO: PLAN REVIEWER: BUILDING DIVISION REVIEW April 28, 1998 D & J Industries tenant improvement D98 -0129 Ken Nelsen, Plans Examiner (206) 431 -3670 Please provide additional information, clarification, and/or correction on revised plans for the following Building Division comments. 1. In addition to the elevator that will provide barrier -free access for the second floor, an Area of Evacuation Assistance must be constructed per State Amendment U.B.C. Section 1104.4. 2. The propose second floor Showroom / A -3 occupancy is required to be of one- hour fire- restive construction in accordance with U.B.C. 303.2.2.2. 3. The Showroom / A -3 occupancy also requires one of it's two exits be directly outside or an equivalent and the second exit may only pass through one adjoining room per U.B.C. 1003.5. No further comments at this time. W City of Tukwila Department of Public Works TO: Permit Center FROM: Public Works Engineering DATE: April 23, 1998 SUBJECT: D & J Industries a.k.a. Design Imports India 6750 S 180th St Permit Number: D98 -0129 Contact Person: Alan Bylsma Phone: (206) 433 -8997 NOTIFICATION OF UTILITY PERMIT ACTION JJS /tkf THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL 23, 1998: Storm Drainage Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) PERMIT FEE $25.00 TOTAL: $25.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 ... (tdd (/7S0 s Ao& 475 -11 IZ- ACTIVITY NUMBER: D98 -0129 DATE: 4 -16 -98 PROJECT NAME: D & J INDUSTRIES DEPARTMENT: Building 'b ivision i5‹ 4-z LO p u b i ` W orks DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete I►.1 PLAN REV WgedING`S11P Incomplete TUES /THURS ROUTING: Please Route L ev ntion Structural C C Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) Planning Division „1:1 r Permit Coor o r b ma DUE DATE: 4 -21 -98 Not Applicable Comments: No further Review Required C REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 -5 -98 Approved n Approved with Conditions Not Approved (attach comments) , ijfr* e•6- REVIEWERS IN IALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved El Approved with Conditions LI Not Approved (attach comments) El REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 1/98 ACTIVITY NUMBER: D98 -0129 DATE: 5 -29 -98 PROJECT NAME: D & J INDUSTRIES Original Plan Submittal XX Response to Correction Letter # 1 Response to Incomplete Letter Revision After Permit Is Issued DEPARTMENTS: Building Division Ptei Works PLAN E / ` RO � ft gt DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Comments: TUES /THURS ROUTING: Please Route Fire Prevention El PI n1\43.— ni g Division kt 4 9 P A--21.43 Structural n Permit Coordinator Incomplete Not Applicable n Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 6 -2 -98 No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 -30 -98 Approved Ei Approved with Conditions n Not Approved (attach comments) CORRECTION DETERMINATION: REVIEWERS INITIALS: DATE: DUE DATE: Approved El Approved with Conditions El Not Approved (attach comments) E1 REVIEWERS INITIALS: DATE: \PR•ROUTE.DOC 6/98 ACTIVITY NUMBER: D98 -0129 DATE: 11 -20 -98 PROJECT NAME: D & J INDUSTRIES Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision # 2 After Permit Is Issued DEPARTMENTS: Building ivision . Pub 7 ✓c n TUES /THURS ROUTING: CORRECTION DETERMINATION: Approved \PR•ROUTE.DOC 6/98 PLAN R E Fire Prevention Structura u Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) Planning D'vi ion Permit Coor�tor DUE DATE: 11 - 24 - 98 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete — Incomplete U Not Applicable Comments: Please Route ( } No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 12 - 22 - 98 Approved n Approved with Conditions n Not Approved (attach comments) E REVIEWERS INITIALS: DATE: DUE DATE: Approved with Conditions E Not Approved (attach comments) REVIEWERS INITIALS: DATE. ACTIVITY NUMBER: D98 -0129 PROJECT NAME: D & J INDUSTRIES Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # DATE: 8 - 27 - 98 xx Revision # 1 After Permit Is Issued DEPARTMENTS: uild'ng D'visi n 4P. A-p V-14)? DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete _ Incomplete E Comments: PLAN C � orL 'SL'IP NU Fir Prevention Structiral TUES /THURS ROUTING: Please Route El APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions El CORRECTION DETERMINATION: Approved El Approved with Conditions fl Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: REVIEWERS INITIALS: REVIEWERS INITIALS. lie L Planning Division Perm c Coo c6 DUE DATE: 9-1 -98 Not Applicable ❑ No further Review Required DATE: DUE DATE: 9 - 29 - 98 Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) LI DATE: TR•ROUTE.DOC PROJECT NAME: CONTACT PERSON: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 11 - 1 g ' PLAN CHECK/PERMIT NUMBER: b -I 8 O Ig,1-'3 _Lfcd u S -I�-i e� PROJECT ADDRESS: LP 750 J. /80r -6et ALc4, REVISION SUMMARY: A d-d— W- '. q O-oor 41 erIr j lahb r oCtt 6L0 ©r 16 / LctoL GIoor 40 d l U-fcL %of I'C 1[.LJ - rOom 1 /1-Iv 4u -o 6m filer o-F . a_Ad- 55 X (p room neyxl- _ , Ju,nc,h CIO / act& room a -roand +k_r_ � in loom riI Coo a.oLcL wr n W & LL room *4 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY RECEIVED CITY OF TUKWILA NOV 201998 SUBMITTED ED TO: PERMIT CENTER Bldg. Planning l ,mGt. PHONE: to Cp - 45,3- 29 9 7 Fire REVISION N012. Pudlic;:Works 3/19/96 08/24/98 12:10 FAX ut. _'s; 149.1 10: 4'3 2ES_r f 4_1 446 44U7, 2' ' °_B 09:3iA!" TU& DATE: PROJECT NAME: P ROJECT ADbIRE8S: CONTACT PERSON: REVISION SUMMARY: The frop T cannot be installed in existin• CB as noted on CD -1. This is a Type II CB and does not have the adequate depth from Due to existino undnrQynrl t Type II cannot be removed or replaced with a control structure, nor can a structure be plyced down line due to existing storm line being very shallow. Due to this, we propose to install turn down 90 degree elbows in existing Type II structures, 5 total.. SHEE l NuMSEN ) ~ I rr��r� ■ �i�rlw wr• -l7 oEtVED1 01 tT P r� z 7 199E PERMIT CENTER "Claud" or highlight all areas of r vialoha and data ravisiomr. ILA CI7"Y OF Peparfine Building 6300 Sour Telephone 8/24/98 KWILA f of Community Davolopment vfsion•Permit Canter • canter Boulevard, Tukwila, WA 98188 (206 ) 431.3670 D & Industries 6750 South 180th /Tukwila, WA Ron Vammell Y _ • PLAN CHECK/PERMIT NUMBER: bCie 012q } {ONE 2.575- i 066 REVISIO NOJ _- I1O03 PAGE 04 P. a' 3I1W9 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 V IS IO N S U Y R M ITT A L DATE: 511719 e PLAN CHECK/PERMIT NUMBER: Ple • art PROJECT NAME: D lr PROJECT ADDRESS: oi D jeo S f CONTACT PERSON: O0,2v% 11 REVISION SUMMARY: avabe itv G-a S4 toi 1 - to^. r"a •-e.. A -3 44414..4 howvow coed 1-1/►r. v-w.kC ..¢.x of Cor lrtd vv Ova vnez7.a'^ tie v- 2w►DU ot �a ✓� o� v�n.�2 I .1 v, RA< V' l o v IQ Si/ I( err Y�Ltd PHONE: h e. ski 42Aw-1 v y SHEET NUMBER(S) D.e'4..o - 1 A- I fin v- a.4.al--7 0.V► 5 -1 5 -'z-- 4 S{-vit Lq �cg, "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA n SUBMITTED TO: MAY 2 9 1998 � PERMIT CENTER n (yk i J `/ Bid.. "CITY USE ONLY Plannin Fire Public Works 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D98-0129 (512) April 22, 1998 Re: D & J Industries - 6750 South 180th Street 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. 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) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57S•4404 • Fax (206) .575-4439 Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112. (UFC 1207.1) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than John W. Rants, Mayor Thomas P. Keefe, Fire Chief C City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Page number 3 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 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. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 { Page number Yours truly, C ity of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief The Tukwila Fire P evention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 37$ 4439 wau No-.e :fl JOEC 01 : 1 I al Ir �' y t_., q8oILq R9'1Ct`> D89049 , 1 REAMED RECORD FLOOR Miff FLOOR FIRST & SECOND FLOOR 1FLECTED CEILING D PLAN if - 5' 10 - 49' ... 25' 35' 340-0.14 11•10193070 N ERIET5COGPMB KERN ADAINVIR SLL MAD HEY— REMO.E 8981149 / ' DEMO ARM 5TRE3R00 SOUTH DEMOLITION ELEVATION 0' 5' 10' EV 29' 35' N — 5011 NOMINEE =0 M > ®A• M — SCALE IRS` O (� 9� �9 92 ' I 0' 5' I0' 15 25' 31 0 0 0 0 0 I EA IX Ix, VA ' 52 . 4GF E OCC1PMk'T 118111E 5e91PEE) 61 OLCURINCY F a EA Xa x l EA AREAIEPRtM /DESTM5/ 18T NEW 2 . ' T# DOORS u REMOVE EXETWG Ri51R2g15 1 LINO.' 891.1. TO DE 0.aI1OVE T BT Ek18 1 201 S T L1 AEU ■ EX120 1 JAMBE GE EXCTR WALL MBE 350 0025 4 JAMB .6 [BMA 595009 / BTA1R 1 LAIONO EXSTG MICAS = I STGREREGNT 1 WIRPW6 ll I uneeret Subject t plan 40 9OPle9 tractor a By DER/ trait Nn FILE COPY e leer qi rrs s" CincweaaP edeenit es 11x1 eA1Aoe1Ew l+e 5894!011 d REMOVE DWG WALLE • NEW EW Dom 4 JAMBS SEPARATE PERMIT REOUIRD FOR. p AEC1ltANICAL . ){ELEgTRICAL ja gpps PIPING CRY O!I TUKWILA BUILDING DIVISION ORM WOE 4 EX15TG NBC PANEL MAT NI I WANE 14910v£ 20150449 TORE)R t.IT D EXISTING tl, GF)'EZSN$E ROVE E ASTNN AIR 4 LANDNb a y F = -, c.o 1i 20 0 I 09 89.4lG 146• • P -00 IeEFE 895110 WALLA APE R9NVED WAR 4REPAINT 2455 A5 RCS A REPLACE EV TEES TO 1141015980149 . -0 0 I I 3 i, 1001 /i %,, i M 3PVi ,OrP, 11111_' It11►i111111111M11: >1111► Inn 111111111111111111®` °11111 €I 111N1111‘111100111 11111 Innalnnnnn11nn11illll i 111111e.10111an1� 111►1111►11. 11111111111111111111111 L l 1111'•111►111`1111111r ...imalE®6iui ®g T ig IlPuIiiIi11111111111 /' N1n11►1100111► 11111111110111111111 1 ' 111111,10111111111101 F 111111111111111111111 11111111111111611 /1111 0 i ii11n111Y/11111111►150 i 'i%t z /i ;7 44; O SECOND FLOOR DEMOLITION PLAN P°1QVE 0005300140410 CtiN3ff7D 019.5500 45 ORSECON2AR0 R+W WERENSTALL 6101 'ILLESIVIE MEAL u 0' 5' 10' 19' 29' 35' PIE — ` - egoommi SCALE VIA" 65' FIRST FLOOR DEMOLITION PLAN 6C AN W THE CUT RIOR APPROV Q MELL B U N H P�rr -r N. N9T6 uo= t, n rlaw P1N4 11 0'49 raj 24 RILL I5IW1T 21 RECENEO CITY OF TUMNILA MAY 2 9 1998 PERMIT CENTER bets -owl 04/117/043 ',PS WA rAT1\ 07AA °, = CURB AT SKYLIGHT / SMOKEVENT ()CURB AT SKYLIGHT / SMOKEVENT SCALE 1 1/2' 1-0' SCALE 1 1/2' = l'-0' WO. 1,,E0194D 1415611110 WALL, 644 MP 0.014 62268 3-1/2 REEL RUM • 24' . 001101 FLOM TO OVERAIDE E 4262264026 2612.440 26 a4 4 COEIR4140 MU, MP arr. ea BMW SIDE0 TO • 0c.11 FLOM TO OVERBIDS OF ROO OR FLOOR 6111S421126 MOW • OEMMIE•TED 442.. trlog GYP. 150, 1 501,1 4 340 81111. OVA • 24' O 2631 2.40663 TO UNDERSIDE CF ROOF STRICTURE. rui 10110.11•0 VW 8141L 14l6' 1114214' GYP W. ROTH MEE 6" 8140. SAVE* 24' =Mal FLOOR TO OVERSIDE oF ROM 6100110E ABOVE 4211.2. MOOT MID SALL, 6/6. 1140 14 Gyp BD 620TH 61266 1' rim • 4444 NM; 20 OZ. PM OAT MULATTOS 14240 P4.026 TO OVERSIDE CF rei EXISTING SOO WU., PATCH 4/42 40111442 204080 GYP ED, F62641 ROOM 4 KUM READY FOR PANT fp MOM WARM CoricPEll WALL, u• MONO ROAM AWED 1411614, PAT014 • 442 46r DAMMED GYP. EV, RIM MOON 4 R.I1614 READY FM PAM 19661546 IDITERIM 2.2.662261! BOLL, 426 61226062 ERM46, 6/62' GYP 19 I-III 04403-W NEEL BODO • 24 OA I R.11 MATT KOLLATION 42261 14.0064 TOM Pam 0426 032 rum I OW POMP 64-115417 24EsuLATION F6-25 PAOLO?, Mal CEIL• TO ROOP l•12.T04 MOM El MUM Mart 8112, NC., TOP 2.2 1442.2. 42' Mehl VAN LANDhs • MEAD rin R0100(2 W. OOP 6 •P••• eGn1 MOO 340' POOL OM • 24' 04, f 640 1141626442162 26 MINI 1124126 pPOOO 017.. 60. 801,18. -J 42601141 U*.L,3/6 c PEEL 61106 • 24. or. TI*4.0042 TO 44460,! ims 2011,1421) FLAMM WALL, 11/6 u141111,1CCR OM PO, OOP WO 6" 'oo• MO) • 24' 04, PROM FLOOR TO OIDIRSIOg OF OEM 53 5 2115A 0 Itt4 6 1 1 4114 .. i e ltOr 1 141:=1 6 DE l li 61'" 1541 40Tl4141424, lOP. 00 Ors 6" Or• MIDIS • 24. O.O. '17(48-oi2. i YLMOT / Pimp MO PER WC 610262 246 CURS 0 TREATED/ OR DOOMED FACTcRY cum RN sat o• 1•CCVN64 4/41 ovER CUM raki atilLt RoOMG 7 - IP •10 OMR CMS 14 IMMO 224 .91Free2 226 eT**4VM 1•PeOti LU 26 Val AtTAO4 TO ROLM VI . REEL RODS • SI 04. MROBS BARB • 24' 02. 62424.21420 TO V0A A vr 616262 .4/634.! 401642, 4414140 ' ALL FOR BIDEB 10 026 2611.649 MOW tO CO) 0110) MYLIGIR / MOTO YERt PER u2c 802A2 2262 alpio &WHOM TFEA182) cp •461.1.4111) PACTCer crie vp BiEoL We • S. oc. IMAM 04E8 414' 0 42442.026 TO t lam WI W 61262. 4624.62 44141541 ALI. FOR MO TO OM 1111113 11111111111 111111111111111M ,1 1111111111111 1 SECOND FLOOR + 13' - 7-1/2" .0 *11 E plum 011 444544661644 EXISTING M.'T14D .rTPIC41. 4116 926411600/ rom Ira M.62 4 0102.6A • OlArAll2VAA 2/ A-I ir '971 6 Ft OMAN BOARD .14661442620 *Cr AMA tEPARA ION 41EXHITISS/ —646TALL 1511 2 MIR 4140 0006 20. 6' 7 , 20 65' 411)9162442612.! 62 02.2.44/46211 4,191 BF. ' 24' 24' 22® 24' 0' 9' V' 5' 26' 39' FIRST 0' 0 R [CO) AMA ROPY mei FT I lir44 CUT TO FACE OF PI ASTER flECEI VET It MAY 2 9 998 PERMIT CENTER c) g • 4 40 O • 41 A-1 05/26/98 0824 MAC/0\97440J\ A-1 DOOR E2 - DOOR E3 - DOOR 41 - Kid -1 DOORS 82, 3, 9,8, III - DOOR 45 - DOORS *6, & 7, - DOOR R9 - DOORS 410 B 34 - DOOR 412 - DOORS 813 6 IA - DOORS 415, 16 6 39- DOORS *17 6 18 - IM MO "1'1� ., 111�■IIIIII1�� 6' -II' 0 OIL. N/A -1 OIL B /A-1 KEW no WALLS CENTER al PILASTERS DTL.111A -1 ti4E DTI_ u /A -1 DTI. . u /A -1 FILL 44 EARETI G OPENING'S 44 5R' GTP BD. EON SIDES STEEL STUDS • 24 04. FAWN ELL%/ 4 581007N BOTH SIDES P 07'I 9 PERPETE DTI Rev* H4ISTYa WALLS INSTALL 1EU TYPE 14 WALL' ALIGN NEW ' W/ EXIBTRG BALL I PINIS44 510073 4 RI9I4 SCE va,r-ry FIRST FLOOR PLAN DTL. I1/4.1 iLe OCCUPANCY 4,191 SP. >rj <' 6.000 FOR CLEAN POSER i -.,BOX FOR DIRTY POJER 1-MID RRG FOR PHONE — PAIR? DOOR D1L. 11/4 -1 1. NEW STAR L. R A ( I BV ' SEA BOTH DES / L EX LRII 41' 1/04 RNOvABLE. RAIL4G CEILA BELOW NORTH SCALE V21'4I'.0" DOOR SCHFDIII"E NOTES. ALL WOOD DOORS & JAMBS TO BE FINISHED V/ CHERRY STAIN B VARNISH DOOR El - EXISTING WOOD DOOR AND JAMBS REFINISH EXISTING HOLLOW METAL DOOR AND JAMB, NO WORK EXISTING OVERHEAD DOOR, NO WORK MEZZANINE FLOOR 'PLAN PAIR 3'x7' ANODIZED ALUMINUM DOOR & JAMB, 1' INSULATED GLASS, CLOSER, AUTOMATIC FLUSH BOLT, PUSH / PULL, THRESHOLD, & CYLINDER, HARDWARE TYPE A 3'x7' SOLIDCORE WOOD 40.9 6 JAMB, 1 -1/2' PAIR BUTTS, LATCHSET, WALL STOP, 6 SILENCERS 4409' LARDING UY 40' RAIL4G 1 SIDES ELECTRICAL PANEL TRA45Fg3ER 3'47' SOLID CORE WOOD 6 JAMB, 1 -I/2 PAIR BUTTS, CLOSER. PUSH / PULL, WALL STOP, 3 SILENCERS, & SIGN 'MEN' HARDWARE TYPE ONE HOUR RATED 3'x7' SOLID CORE WOOD DOOR ONE HOUR RATED HOLLOW METAL JAMB, 1-1/2 PAIR BUTTS, CLOSER, LATCHSET, SMOKE GASKET, 6 WALL STOP HARDWARE TYPE B 3' -6'x7' SOLID CORE WOOD DOOR A JAMB, I -I/2 PAIR BUTTS, LOCKSEI, SMOKEGASKET, VALL STOP, I SIGN 'ELEVATOR MECHANICAL RUN' HARDWARE TYPE C 3'07' SOLID CORE WOOD DOOR 6 JAMB, I -I/2 PAIR BUTTS, PUSH / PULL, WEATHER STRIP, CLOSER, WALL. STOP. HARDWARE TYPE F 3'x7' SOLID CORE VIM DOOR 6 JAMB, I-1/2 PAIR, PUSH / PULL, WEATHER STRIP, CLOSER, WALL STOP 2 SIGNS, 'MEN' 6 'WOMEN', 6 THRESHOLD. HARDWARE TYPE F 3'x7' SOLID CORE WOOD DOOR 6 JAMB, 1 -I/2 PAIR BUTTS, PRIVACY LOCK, 3 SILENCERS, 6 2 SIGNS 'SHOWER', 1 SIGN 'RESTROOM' HARDWARE TYPE G 20'x15' I -I/2 HOUR RATED ROLL - DOWN STEEL FIRE DOOR 6 JAMBS, V/ SMOKE 6 HEAT ACTIVATED CLOSER DOOR 019 - PAIR 3'x7' SOLID CORE W000 DOOR 6 JAMB, FLUSH BOLT, 3 PAIR BUTTS, LATCHSET, THRESHOLD, WEATHERSTRIP, CLOSERS, 6 WALL STOPS HARDWARE TYPE H DOORS 420,21, 22, 623 - PAIR 3'x7' HOLLOW METAL DOOR 6 JAMB, 3 PAID BUTTS. FLUSH BOLT, LATCHSET, THRESHOLD, WEATHERSTRIP. CLOSERS, & WALL STOPS HARDWARE TYPE H DOOR #30 - 3'x7 SOLID COREW000 DOOR B JAMB, 1 -1/2 PAIR BUTTS, LATCHSET, SMOKE GASKET, CLOSER„ 6 WALL STOP HARDWARE TYPE C DOORS 432, 33, , B 35 PAIR 3' SOLID CORE WOOD DOOR 6 JAMB, 3 PAIR BUTTS, LATCHSET, SMOKE GASKET, AUTOMATIC FLUSH BOLT, 6 WALL STOPS. DOORS 32 6 35 TO BE ONE -HOUR RATED ASSEMBLY HARDWARE TYPE H QE -NM RATED AREA HE EYACLATION ASSISTANCE 42 TWO WAY CCA1'#AlCATIO J ROOM FINISH SCHEDULE ROOMS *1,3,4, FLOOR: 5, 6, i1, BASE: 12, 13, 31, VALLS. 40,41,42, CEILIG 43 ROOMS #2,29,430 FLOOR BASE: WALLS: CEILING ROOM #7 FLOOR 6 LANDINGS: BASE: WALLS: CEILING: TREADS' SKIRT. ROOMS #8,9,945 FLOOR BASE: WALLS: CEILING ROOM 410 FLOOR. BASE. WALLS: CEILING 0' NOWORK NOWORK NOWORK NO V ORK H040BK NOWORK NOWORK NOON 5' 10' 15 SCALE I/O" • I' -0" CARPET 4' RUBBER BASE PAINTED GYP. BD., EGGSHELL ENAMEL EXISTING 2'x4' SUSPENDED ACOUSTICAL VCT 4' RUBBER BASE PAINTED GYP. BD. ,EGGSHELL ENAMEL PAINTED GYP. DD. ,„ EGGSHELL ENAMEL RISERS RUBBER ROOM #14 ELDER CARPET BASE. A' RUBBER BASE WALLS. PAINTED GYP BS , EGGSHELL ENAMEL TREADS & RISERS: CARPET SKIRT: RUBBER e 012s1 25' RAMS 415,16, FLOOR 646 BASE: VALLS: CEILING ROOM B17 ROOM BIB FLOOR: BASE: WALLS: CEILING ROOMS 419820 FLOOD BASE: VALLS. CEILING 35' ROOMS 821,22 FLOOR 23629 BASE'' WALLS' WAINSCOT: CEILING ROOMS 825,26, FLOOR: EXISTING 27,628 BASE: 4' RUBBER BASE WALLS: PAINTED GYP. BD., EGGSHELL ENAMEL CEILING EXISTING 2'x4' SUSPENDED ACOUSTICAL ROOMS 829630 FLOOR' VALLS CEILING ROOMS #46 FLOOR: BASE: WALLS: CEILING REI ITE & WINDOW TFHEDUIE NEV ANODIZED ALUMINUM STOREFRONT W/ P INSULATED GLASS, MATCH EXISTING EXISTING ANODIZED ALUMINUM STOREFRONT WI I' INSULATED GLASS EXISTING 3' WOOD JAMB REL ITE W 1/4' TEIEERED GLASS, REFINISH W/ CHERRY STAIN & VARNISH NEW 3' WOOD JAMB RELITE V/ 1/4' TEMPERED GLASS WI CHERRY STAIN & VARNISH, MATCH EXISTING .JAMBS ALL FINISHES FACTORY FINISH D , -3 . 35N1'50LO LORENA00 DOOR 4 BR4 'I: PR �CEE PER DOER 4 -6{1 x 1'-0'4 HORS- MALIGNS BEAT WALL CARPET 4' RUBBER BASE PAINTED GYP, BB., EGGSHELL DOWEL 2'x4' SUSPENDED ACOUSTICAL EXISTING CONCRETE 4' RUBBER BASE FIRE TAPED GYP. BE EXPOSED STRUCTURE EXISTING CONCRETE FIRE TAPE NEW GYP, BO EXPOSED RODE STUCTIIRE ACT 4' RUBBER BASE PAINTED GYP, BD , EGGSHELL ENAMEL 2'x4' SUSPENDED ACOUSTICAL SHEET VINYL OF COVED SHEET VINYL PAINTED GYP. BD. , SEMI -MESS ENAMEL 4' HIGH P. LAM PAINTED GYP, BD., SEND-GLOSS ENAMEL EXISTING CONCRETE 4' RUBBER BASE PAINTED GYP. BD„ EGGSHELL ENAMEL EXPOSED ROOF STRIA,.i ACT 4' RUBBER BASE PAINTED GYP. BD., EGGSHELL ENAMEL 2' 04' SUSPENDED ACOUSTICAL RESTROOM PLAN NORTH 16'3' 0' 10' 15' \ LL 5CALE i/6" 0' 5' 10' IS' SCALE I /5" • 1' -0" 25' 3/4" PLYBD. TOP W/ P. LAIN Top 4 FACE 3/4' PLYBD. O ACKBPLASN BV P. LAM TOP 4 FACE OPENING FOR D19HWASHER VERIFY 35' P LAS'. FACED W'PER CABNET W/ ADJUSTABLE SHELF SCALE 1/2" • I' -0" 25' WIRE FULLS (TYPICAL/ P. LAN FACED ORABER BV WIC PULL 4 PIETAL GUIDES P. LA AO, FACED t LOWER CABINET _ ___ ED SHELF RIBBER BASE I0. NUV 35' • 11,10 INTVOII A('PKOV S 1998 /3 NOTE' DOORS IRO ROOMS 3,4,1 5 ARE TO RECEIVED LOCKNETS FACE CF 1' OUT TO FACE CA PILASTER B6 1 KITCHEN COUNTER _- � SCALE 10 G O.R-^" 0' K 2' 3' E' 5 -- _- EDGE OE Y AB00E Dq8-012.el REVISION NO. 2- 3 i g tn M•4 CA 03 OD 4X1 OD I 1 60 49 N BO 60 DI N 11/19/98 0950 H: \CAD \9744DJ \A -2 w VI I OAT I oN O f EXHAUST FAN N LIGHT EMERGENCY RAFT MGR 0 1 % %'i.�/td111/11i!% i %%% %%;/' MEMO /,/'/,'/,'/,'/. 10110l311 fill i►'���Ilrl��ll i neMl1Iillil / // %i MEMO ili'/.1 l .y N �T* �® " l111 :' rll ♦ ♦ ♦ r,,,� X16 r�1 a.I+tALL�.`AJ / 1 111 � dineveararental A ; 1 ►1611110 1/,►!RI /.HE ll�I� LT.9��RG3G.IiL�T:,�SC�IS� 111111111AM iIi111,IN111 UUI NIE1111►iiii111I11111111• 1 NIP :I 0 -Ht RATED CLO SBT TYPE X' GYP. SD. OR OF EX$TO 2X41. 74' or. )REFLECTED CEILING LEGEND OPEN ELEVATOR T, EXPOSED COR CONSTRICTION ASOrE NEW 2X4', 3 FLUORESCENT LNWT FIXTURE. IRE 2X4', 2 -LIRE R.UOFESCBFT LIGHT SMITE. ® AEI 2X4', 3 -T1$E FLUORESCENT LIGHT WIRE, ON AT ALL THE AB MONT LWM. EXISTNS 2X4, 3 -TUSE FLUORESCENT LIGHT FIXTIIE, TO REMAN ® EXISTNG REOE88ED 214' FLORESCENT LOFT WIPE RELOCATED. !WISING 2X4', 3-TUIE FLUORESCENT LOFT T MxTu E, TO BE REMOVED OR RELOCATED. EXISTNG 4' &SPACE M(ANTED RCIRECENT FIXTURE TO REMAIN NEW TAPE FLUORESCENT STRP FIXTI E, EITHER 2 OR 4 FEET LEY.. RECESSED 0013 16D. LIGHT NXTIRE REND) RECESSED CRPACT FLUORESCENT LIGHT RUNE MEW) £104AL'ST FAN. LOUT VALANCE al/ PARABOLIC LEN/. SEE DETAILS 3)4.3 f ---5 EXISTING ROLL $S'csoosol 5 RLL HEW TOLL. (FEW) _ _ — j PARTITION UW.L, FRCP FLOOR TO WDERSIDE OF 323PEMED CEILING. (NM) Sa ■LL HEADER FOR OPBRNG OR BUMMED W4LL NEW nrs9.0=.n SEE DETAL 112 3 NOTE l USE M SEISMIC AKA AS REDO BY CODE 2. SIIPPCRTNG PRESTO RE 9 G • 4' -0' O/C CQIECTED 70 BOTTOM LRCM, CP TRUSS SR I V4' EYE SCRELLS. 01BED P MN. 3.V- 0'1016 O AFF. ,• qSR I� ("' S BRACING ERTALL R GAYERTICAL SERE COkECTED TO MAN RMER / TO STRUCTURE ABOVE. WALL A SECTION Cf IlM X 20 GA STUDS WYERTTCAR. LIRE RNJRRY• 1101 CENTER Cf STUDS STEPS TO RIF FROM TOP Of TEE TO BOTTOM OF STRUCTURE MOVE. MAP END OF YRRTICAL LIRE MAN SAM BOTTCPt PAST04 MUDS TCGETIER W SCRODS AT IS" 0/C (SEE OIL / ) CROSS RIMER WALL ID GA LIRE CROW BRACING N EA PLANE OF MAN 3-NOR •R' - 0' ac 4o ARNIE N EON DIRECTORS W IRE FIRST PONT URNS FRCM EA WALL MAN RIMER TrPICA1 BOSTNG 7X4+ SUSPENDED ACC(INICAL GELMG • 9'-0' AFF. 14/3 x 20a•. Slit 111111111 0 - �ir111i111m 11111111�f I111H11111 11►.'1i1►�IRIU �..� 111111111AN 11111111N►1N\ 111111111 ®II { 111111m�, Ills 1 112111►.�1�,1 1111111111111 mom ►.� ►.�I 11111111_11 H iiii®lilliillil I 1 I _I 111111111111111111111111111111111 ►H1► ■ ►I1 11111ll►MNIK1111 _ — _ �li l i 11111111 MIN1111' f G 1 C II INMI 1 111101 111111iii'I. ■ ■ ■:;. ��iIIHE Iuliaeil 1► +1111152111►.11K IIIGlIIIa111111 111' r 111111111 1111111111101111111111111 1111 i ►:+111111111M1111■10 I11111I __ 111111111 � !II I11111111111111111111111 .1111 hi I1� 111 All X111►. �� :�111►.��1a1111111 ►111111/0n111 111111 H11111 NI11 11II1111n1UhIhI I� a1I1► A slii ►r111►���II■■1ki11i11111NN11 111ihh11YI1 III1111111111111 1 H111111111101111101111 mama 1ma 1 'I1111111IIIIII11111111111i t _. TYp C SCALE: T /E'= Y' -U' RE (9 L OPEN TO SECOND FLOOR 7 MEZZANINE FLOOR REFLECTED CEILING PLAN ° 2 SCALE VS'd -0' ® ' SCALE VS" . " -0 LOCATE • 131 (DWI EISMIC BRACING OPEN ELEVATOR SHAFT TTFE X' GYP. BD. OR IIIDEfffiOE OF 24 • K' OL. TIPS X'GTP. BD. 4 CF OAS . 0" OC, FIRST FLOOR REFLECTED CEILING PLAN NT 12 YB'd -6' LOCATE FANG ABOVE VALM)E 012540D CELNG al/ BATT IMATION 2 SETS OF 2 -FIFE 4'- 0' FLUORESCENT LIG NT FD(RFES WA 32' PARAOIBE LENS (OROtE) VALANCE: GYP. ED. WRAP -PANT, (SEE DETAIL / ) RILL FEIGNT NSRROR ILRDTN OF GORIER PANTED GYP. BD: SEMI - CROSS ENAMEL PAPER TOWEL DIED. RO. PLAN WAN ECOTEP STUD FLINN10 WALL (MN S•) UY BATT INSULATION PLAN CONFER TOP AND NOTCHED FACE (COLOR BAND TO BE I IR• 3/4'- ALL FACES CN NOTCH ARE TO BE ACCENT COLOR) COVED Mt EASE TROOM SECTION SECTION 90 SCALE 30.1 -0' TYPICAL EXIST30 2 ACOUSTICAL CEILING • 9' -0' F. HENRY 5 10' 15' SCALE VS" • 1' -0" 25' NEW GRID TILES AT PERN'ETER OF ROOM PANTED GYP. END. SOFT 35' AS' GYP. ED. S. STEEL JOIE • 24. OC . CELW • 9'-0' 4f3 a ppR ,}UN 5 199A t1311 21, • 4COJSFIA E NEE 9'- APF. BEE PETALS Iq /4 -3 RESTROOM REFLECTED CEILING PLAN ns /ac /VO nn D, ' .41.G.0 .: ° arn., i 1 X}7Q. 401101 MAG .NI+ ry- ®M III. �. , - {011 '" I HEAD JAMB DETAIL (ONE HOUR A55EM13L7) SCALE: I -I2" : I' -0" 01 D99O29 ® SILL DETAIL (ONE HOUR ASSEMBLY) WALL JAMB DETAIL (ONE F4F t t SEIIEL i SCALE: I -VP = P -0" BGALE:1 -12° = ELEVATOR SHAFT SCALE: I!2" ROOFING RAO NOW ATI STEEL DEM AHD .101575 516", TYPE 'X' GYP. NO ON 80701 moss OF 4" 01EE1. 011D6•24' OC. 210 FLOOR I0 GA 2-97160 ATTA IIW TO TRAM Me !I NPRE 6CRi3/36.0CMAGeN D P GYPGM E IANIANU. LINER 4114500 TO 341111/10 13NN,TTFE 6 &ANS+E NC r X M L1E921T11LR AS" X 6' MELIDQAED 6N I 10' ORMAN ENTEINPOC, ma CODE MANN EMCCHOARO EIEVAWR NOTES 1 WS 9ECNONS NW ANN 102. PEES DUCTS, CONDUITS. AND EOLWVENT NOT USED FOR THE OPERATION OF TIE ELEVATORS ARE PAONEIRD N MARINE MN AND HO IOAYS. 2 SW 30103. - WWTAIL AA RELI.10O IOR1ORG CLEARANCES N MAQME ROOM. S NS RULE 1002c. ITAWRPR00F AS NECESSARY TO PREVENT WIRY it ORORO SUER SUMP PULPS NAY BE NSTAOED FOR ROOD CONTROL OUT NOT APPROVED TO NAIPTA 4 A DRY PIT. 4 SBC 3023, ANN ROE 101.1E PROMM PIT LADDER. 5 ANSI RULE 10155 ProMER mod*. room se406Von. 6 SEC 3016.6. PRONE MET WAY VENI(ATION. 7 SBC 3016.4 COPLY #10 SEISMIC EEQUIREIENTS B Al>9 RUE 1MA. PROVIDE 7 -O' CLEAR 106660/0 IN MA0ME RCM 9 SBC 30165 IISEC CHAPTER 11, ACCONODAIE PEOPLE WITH OSAPUTES 10 ANSI SECTION 300. PROVOS PROPER TOP CAR RUNBYS, CLEARANCES AID REFUGE SPACE. 11 ANSI RUES 100.1b t 11014. GROUT ALL MASOM1Y JAMBS 010 HEADERS TO RETAIL FIRE RATON OF IDISPWAY. N OOER THAN INSPIRE PROVIDE LABELED ENTRANCE ASSFMNIFS 0811110 AS TESTED. � 7YP.P]NT6CDC.PNE36 ON e7 5 m 6. SCALE Mb' • i' - ee 1 1 _TTP C�4. P4Hb Nom Is MINER d MNIMMIML 25' 35' — 12 SBC 3020. GROUT BEHIND ALL HOIST WAY PENETRATIONS FOR PIPES, FIXTURES, ETC. 13 S8C 3016,6. ELEVATOR HOST WAYS SHALL NOT BE VENTED OR PRESSURIZED THROUGH ELEVATOR MACHINE ROOMS. 14 SBC 3022.2. VENTILATION AND PRESSURIZATION EQUIPMENT, DUCTS. ETC. CANNOT BE LOCATED IN ELEVATOR MACHINE ROOMS, HOSTWAYS, OR SPACES. 15 ANSI 100.Ic, 204.1h. GLASS USED IN OR ON ELEVATOR FAST WAYS AND CARS MUST BE EMANATED AND MEET THE REQUIREMENTS OR ANSI 297.1. 16 SBC 106.5.2. PROVIDE CALCULATIONS AND DRAWINGS TO DCLU FOR APPROVAL OF THE STRESSES AND SHALL BE NOTED IN THE APPUCABLE RULES OF ANSI 105. 17 ANSI SECTION 109. PROVIDE CALCULATORS TO DCLU FOR APPROVAL OF THE ABIUTY OF THE PIT FLOOR AND STRUCTURE TO WITHSTAND THE ELEVATOR BUFFER ENGAGEMENT REACTIONS. 18 ANSI 211.1(0)(2). PROVIDE MEANS OF TWO -WAY CONVERSATION BETWEEN EACH ELEVATOR AND A READILY ACCESSIBLE POINT (BUILDING ENTRANCE LOBBY) OUTSIDE THE HOISTWAY 19 ANSI 211.1 (b). THIS STRUCTURE IS CONSIDERED AS UNATTENDED AND ONE OF TWO ADDITIONAL EMERGENCY 000AUNG DEVICES SHALL BE PROVIDED (PHONE TO ANSWERING SERVICE), 20 ANSI 211.1. PROVIDE AN EMERGENCY POWER SUPPLY FOR THE DEVICES REQUIRED BY 211.1(0)(2) and 211.1(b). THE SUPPLY SHALE BE CAPABLE OF OPERATING THE AUDIBLE DEVICE FOR AT LEAST ONE HOUR AND THE MEANS OF A TWO -WAY CONVERSION FOR AT LEAST FOUR HOURS 21 SBC 3016.10. INSTALL APPROVED KEY RETAINER BOX, KEYED TO THE STANDARD CITY. KEY -ACE ONE -INCH CIIJNDER CAN LOCK KEY #39504. 22 SBC 3016.11 KEYS REQURED FOR THE OPERATION OF ELEVATOR, ORE EMERGENCY SERVICE, THE MACHINE ROOM AND THE MECHANICAL HOST WAY ACCESS KEY SHALL BE TAGGED AND KEPT IN THE KEY BOX. 23 COMPLY WITH APPLICABLE CODES. VATION VON E?qgO izq NEW ROCFEG OVER EXBPG wawa , ROT STRICIIIE UJALL SECTION ® Scale: IR "=I' -0" MPG RRR PATOY 4 WAR AS 1E.'66ASART EIS67NG 172 FLOOR WV ACGUSTICAL Ofi EXIBPG C.M. SLAB 3d'Qr1 REVEAL MEE SECTION 1./A3 FOR MATERAL NOT CALLED OUT Olarb I'-ti 10 4'•241' 2' OW PEE RAIL N:F EACR!ROSN STAIR 'ILA/CEO . TOP CF ROOF STRICIUE MMES PAVA`A PATOI REPAUt8fl2DYR • R1WT 2' DIA PFE RAIL O RE * SOFFIT 4 COLUMN ® R e COLUMN GONG. WALL V Scale: in" :I' -0" EXIT STAIR 2' 3' 3 SCALE 1/2" • I' - 6 ' CR F .NA4 _ • 1g9,l 04/07/98 11;59 \CAD \97440J \A -5 urroP r.s towcart. RE1001 TO 101.1 TOP 4 BOTTOM 2'.3 512 GYP. ED. OVER 342. STL. 121108 • 210 00. R.n BATT NRLA7104 MOTU 000110TE WALL 04.1412.11412430LA3NENT 0400 3/10 KAM 601.000 4 720 • 0. 00. STAIR * 14 Scale 1/2.1'.0" V18-0i2.9 EOM ROM BINCTURE WV OW. ea tocou 84200 784 • IV 00, EOM 3419090E0 ACCUOTICA4. CLL. I-12 41101. PPE SUPPORT • 4'0 00.13/ 240 b x 00401. BAR PLATE 30443-1/2 LAD 004.16 REHM 14400 M33/VI O. 2•027 414 400440, exurrar14 41000 erialcue 0)661664 01.22. 02641664 303/. 00100 PONS STUD WALL PA11741 PAIR la' 010)20. 042ER1A0110NT OVER 1 RP 14010116000 4 (I WO 01140 • 24 OZ. ---2 1410)04 010 TYPE 'X' GYP 00E0 200 • 16• ac Cart • 111200 HANDRAIL 0E11104 TO WALL TOP 4 130701 SUPPORT • 4 00, MAX 63/403 00241.10 STAIR 1 ecal !!, 3.147' 61EEL IMO • 24 OA WI MEL luck lor. I 1201701 M'101'. CO. WM* WOOD 1101 WE% moon 1571W11.M, MY PLYWOOD OVER 284 • 21" 00. 4 484 8.0 ac. 7 DIA. PIPE RAILINIMW 1.0 DIA PIPE SUPPORT • 4 0.40 244 41131 eme PLATE WI (2) NV STEEL BABE DIV GYP. OM BOTH EIDEN 302 41001 40)106' 24' 04. 03127101 eta E0I41136 1814 • 24 010404441 . 3-1.2' BTEEL BRACE • .V.P 3416PE10E0 ACOUST. 0341644 NOTCHED I)) 2814 EACH WE MO ePlul 0 l 4 NSF. WALt. SECTION 244 • 0. 00 , 0' I' 2 3' EX16436 110)040410 13.1-1/2" 0/3 TYPE 0)' GYP. ED. 130414 ENDES 284 • 0' 04. 0.11 BATT 11424141104 cnv'Fg MAY 2 9 1998 PEWIT 6ia MINIM 1130410 1/2' • V-0. e' 5/26/98 04.07 HACAD\ 974112.1'A PFQPNIBHED BAT. MIL UV CBKEALED FA8T1ER3 DRNB OVER 1.322' MID NSILATION, VP ALTO?. 8414, STEEL BMA • 14" 0D. A 9 C 12' c 3/4' STANDARD SOME 41000E SCALE 3/4' = 1' -0' DIL A -A ©HANDRAIL 6 HANDRAIL SCALE I 1/2' = C-0' C) WALL HEAD SCALE' 1 1/2' = I' -0' VARIE8 -0' TO 4' -2.12 OENTRY CANOPY EXIBT8 PLYWD C@RERLNE 6 GLB ROOF O✓ER PLYUD. SING. / RCM 87R1071NB RR TIP 4 OVER TOP CF PARAPET 444 UMW PALM DEFLECTION TRACK 504' GYP. BD. 0012 4226 ���/►J�/J(�/ /�/�j STEEL STUN R -II BATT N I - � O EIATICN N WALL TYPE 1I r2ei 4• •TA I'X 5/6' 241ER PROOF GYP. 82*01 BD. MIL EDGE BEAD *NISH 001001■ FLUSH 6' COW. WALL U 3/4' /414108/ ALL EDGES 1 DIA. HANDRAIL REAM TO WALL • TOP 1 BOTTOM 3/8' DIA ROD 1 VP • x VW STEEL PLATE TV 3/6' • EXPANSION BOLT 'E, LION O SUSP, CEILING @ EAST WINDOW HEAD OSUSP' CELI4N. SCALE 1 I/2' = 1' - 0' SECTION SCALE' 1 1/2' = 1'= CONT. DIA. 8TEEI. PIPE RAIL OM ALL UPLID 600078 FLUBN READY FOR PANT 1.1125:642' Up. GAP CONT.1 .42' • STEEL HAWRAIL 3/6' • DIA. STEEL 0APOR1 S 3,"•X -0741.4'.4,' 00. MAx SPACE E41A.L CONT.5X6 BAC** 1 HANDRAIL STAIR # 14 SECTION SCALE' I 1/2' = i CURD 1/2' @ SKYLIGHT I P ION i T WALL SECTI ❑N SCALE' I 1/2' = 1' -0' 1.1/2• • STEEL PIPE SUPPORT • 4.6" 00. MAX. 1114111..BAUCNG 2 7 3/rAr LAG. PLATE SE N"1d -8' 440. CAMS BOTH 6006 6 STEEL MINT JOISTS • 24 DTI. A = 543' tom 'X' GYP. BD. DON 81206 • 34 2160 0110 (9988408 MATE 01 OR 'RELATED PACTORY COB BM. MIL RAB4NG SUIT If ROOMS UP AND OAT• 48.462 1-2' 61@1. 08O.6' 021 41 266 TSARS • 24' 0G 0016'X( XI t7' 6106E PA 61B1 ALL PAIR WI. TO 3/13 Wife PROOF GYP. SUPT MN' MIL WOE PNE41 6410014 4 14184 , 16484 SECTION SECTION E766T• CONO. YAU. PANEL -'! loop cONT. /4(2' • STEEL HANDRAIL UV 401" • 86" 0106. 0 21 3110 MM A X. BPACE ' 021444 CONT. 2•43 4148100 SCALE' I 04001,082, 410. 6 OTR01C! 6' 6100E 88041 .104816614' 04 00 . 004, PROOF y}4 1 RAN 1p18401.1184 •1A 13 CURS = SKY' SCALE' I I/2' ! 2BPE•DEO ACCOST. CEILN3 Q WAI,.L H 1 1] SECTION SCALE' I I'2' Q' tt 00111 SECTION OvER PRANG OSUSP' CEILING @ WALL $ECTI ON SCALE' 1 1/2' = 1' -0' s 3 NA G 1. 425X6 -IR " ED. CAP ® a8/ . ' 14 � yIp p EG IL B' MET AL SUPPORTS+ 4 OC. MAX SPACSb EQUALLY CONS. 486 BACKE4 HANDRAIL ,TAIR' I HANDRAIL STAIR # 7 SECTION SCALE' 1 1/2' = 1'-0' OWALL HEAD SCALE' 1 1/2' = 1' -0' 8ALLCUf tali. r DEEP WEOLET N E%18TG CO NC. PANEL CALK CO NT. CANT OVER PLYUD. D T -IRON 3" DIA 13000 WL1 4 DOLNIPOIR, TM TO STORI SYSTEM BURP. ACOUSTICAL CEILNi NM" W. CABSG EON SIDES EXIBTG R -II BATT INSULATION 843' TYPE 'X' GYP. 60.0018 81DE8 •14' OC. DB4ECT06 TRACK II II ` DEFECTION TRACK B/6' GYP. BD, 00114 61206 61104. 61870 R -II BATT MUM! N WALL TYPE II RD. N ELEV. RD. N 80211/• O C AN OPY ROOF DRAIN CTION � 4 SCALE I -I/2' = AUK BTOREFRC iT IW I' NBLLATED GLASS BHT. MIL. RA614NG OSILL DETAIL SECTION SCALE 1 1/2' = 1 SECTION SCALE' 1 1/2' = 1' -0' SECTION DR1 VIT OVER 142. RICd0 5/8' GYP. BD. 1W NSLLATION, V2' PLYWT00 4141 I MIL. EDGE • B14TG, I STEEL STUDS CORER BEAD • 24' 00. 4 R -II BATT 16161481100TH INSULATION A I FLUSH ()HANDRAIL STAIR # 7 15 WALL HEAD SECTION SCALE I 1/2' 1' -0 6/8' TYPE 'X' GYP. 210. BOTH SIDES 2x4. DC. 0X4854 1X4 • 24. 8/0' GYP. BD. 0014 ROES STEEL STUDS 04II 0.417 N0IATICN N WALL TYPE II SECTION SECTION SECTION C 11V OF TO ■/WIIA I•/RI 2 9 1996 PERM1 r;tnl' -I • 06 H Z U) O L H oz °? H � O 8 H 5/26/98 03156 HIA CAD v97440)AA -1 SAW CUT EXISTING SLAB /- RE: K -2 FOR EXISTING TO NEW SLAB FOOTING W/2 - #4 EA. WAY (2 PLACES) STAIR LANDING W /248 0 16 "0C EXISTING FOOTING TO REMAIN NEW 4" CONCRETE SLAB W /646- WI.4x01.4 W.W.F. ON 2" SAND OVER V.B. RE: ARCH FOR SLOPES & DRAINS. SAW CUT SLAB 2412 FP NOTCH 4414 STRINGER W /248 SISTERED TO SIDE 0 16 "OC CLR 0 /2 9 CONCRETE STEPS RE: ARCH. EXISTING SHEAR WALL - EXISTING CONCRETE WALL 4 0N PARTIAL FOUNDATION PLAN SCALE l4" = 1' -0" P— OPENING IN SHEAR WALL RENAIL. EDGES W /IDU O 4 "00 -246 0 16 "OC STUD WALL PLYWOOD SAW CUT & REMOVE WALL PANEL LANDING W /248 0 I6 "0C NOTCHED 2414 STRINGERS 0 16 "DC 244 0 16 "0C STUD WALL FOR LANDING L -2 STAIR FOOTING LANDING W /3 -#4 EA. WAY (2 PLACES) 4 "e CONCRETE STEPS & LANDING RE: ARCH. o 4x12 LEDGER 1192" TJI /H60 0 24 "OC 1 Ye" T&G PLYWOOD FULL HT, STUD WALLS LUS410 HANGER TYP. FULL HT. STUD WALL STAIR STRINGERS 11 TJI /H60 0 24 "00 116" T&G PLYWOOD 4x6 LEDGER KEY PLAN ( IN MEZZ. & ENTRY ROOF FRAMING PLAN SCALE. TN = E-0" NOTES' 1) GLUE & NAIL MEZZ. SHEATHING. NAIL W /10d (.148 "04244" LONG) NAILS 0 CDC ALL SUPPORTS & AS NOTED ON SECTIONS, 2) NAIL ROOF SHEATHING W /10d (.148 "04214" LONG) NAILS 0 6 "OC EDGES, 12"0C FIELD & AS NOTED ON SECTIONS. 3) REFER TO ARCHITECT FOR FRAMING ELEVATIONS. EXISTING 4.140 21 °OC TYP, STAIR LANDING CUT DECK & REMOVE 4414 NEW OPENING NOTCHED 2414 — W /248 SISTERED EA SIDE 0 16 "OC 3 -2x8 2 8 0 16 "OC (I S (ISO 4414 244 0 16 "CIC STUD WALL FOR LANDING REFER TO ENLARGED PLANS B -2 pppRVIED JUN 15 1998 BUILDING DV l lON Ye" PLYWOOD RADIUS RE: ARCH. ' SKYLIGHT RE' ARCH. TEL (208) 320 -8180 FAX (208) 324 -8248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1606 12TH AVENUE, SUITE 10 SEATTLE. WASHINGTON 80122 RA E: _ ARC IVf" PLYWOOD W /A8 SCREWS 0 6 "OE EDGE. 12 "OC FIELD 4 "x20GA. STUDS 0 16 "OC 20GA. CLIP L W/3 -A10 SCREWS 0 EA. STUD 228 RADIUS (OR 3 -1x8) 18CA. L RE: ARCH RIM BOARD 3/4" PLYWOOD H2.5 STUD WALL RE, PLAN SECTION C -2 SECTION D -2 SCALE: 44" = 1' -0" T.S. COL. BASE IE 9324 x 0'-10" — W/2 -W0 A.B, ALIGN W /WALL FE' GROUT 2x4 0 24 "0C • EXISTING P.C. PANEL MATCH EXISTING SAW CUT 0 NEW OPENING SCALE: 9'" = 1' -0" 3" 10d 0 6 "OC 53" PLYWOOD 2x8 W /A35 EA SIDE 4 "220GA. STEEL STUDS 0 16 "OC REMOVE WALL ._ ABOVE I 10d 0 6 "OC TJI W /WEB STIFFENERS W /IUT310 HANGER E RE: PLAN FOR SIZE & REINF. SECTION J -2 C12425 W /95"0 EPDXY - EXISTING BOLTS 0 24 "OC. ROOF STAGGERED FRAMING 3 " 4" MIN. EXISTING OR NEW OPENING SECTION N -2 SCALE: 4'" = 1' -0" #4x1' -6" DOWEL (1 0 EA, FACE OF FTG) SET IN HOLE IN SLAB SAW CUT EXISTING SLAB 10d 0 6 "0C #4x2' -0" DOWEL 0 24 "0C SET IN 4" HOLE SAW CUT EXISTING 'SLAB SKYLIGHT RE: ARCH. 2x BLOCKING W/3 -16d H2.5 LUS28 — HANGER TRACK W /A10 SCREWS 0 12 "OC TRACK W /2 -#1U SCREWS 0 12 "0C STAGGERED CUT BACK EXISTING PLYWOOD EXISTING FRAMING — C12 SECTION A -2 SCALE: 3/4" = 1' -0" y STUD WALLS - � I RE: ARCH. BEAM RE: PLAN SECTION " E -2 -- EXISTING CONCRETE /// WALL PANEL W /PILASTER SECTION K -2 SCALE: 4 = 1' - -END P 1 x 1' -1" W /2 -F "W EPDXY ANCHORS 0 B "GA. '0 EPDXY ANCHOR SECTION P -2 SCALE: Y" = 1' -0" DOUBLE 2x8 W/LUS26- 2 HANGER ROOF JOIST— RE: PLAN 4 "220GA. STEEL JB HANGER / STUDS 0 16 "OC (USE LUS28 -2 0 DOUBLE & LUS28 -3 0 TRIPLES) Od 0 6 "OC TJI W /WEB STIFFENERS W /IUT310 HANGER SAW CUT 0 NEW OPENING 10d 0 6 "OC 45" PLYWOOD JB HANGER SAW CUT 0 NEW OPENING END BEAM 0 SIM. BEAM RE: PLAN 2x6 STUD WALL W /WOA.B. 0 48 "OC RE: PLAN FOR LOCATION SECTION F -2 SCALE: Y" = 1' -0" r r I fi III MATCH EXISTING EXISTING OR NEW OPENING EXISTING P.C. PANEL V2" PLYWOOD W /#8 SCREWS 0. 8 "0C EDGE, 12 "OC FIELD 4x8 LEDGER W /4b "0 EXP BOLTS 0 16 "OC C12x25 W/46 "0 EPDXY BOLTS 0 24 "OC STAGGERED 4 "E20GA. KICKERS 0 48"00 4 "xI8GA. TRACK W /,V4 "0K21 RAWL DRIVE 0 24 "OC MATCH EXISTING yl � — EXISTING OR - NEW OPENING FE 144 x 0' -6" EA. SIDE W /3/4"0 M.B. IE 1 x 0' -5" T.S. COL. 4 "x20GA. STUDS 0 16 "OC 3 -A10 SCREWS 18GA. L SECTION L -2 SCALE:. Y4 = l' -0" 4 "X20GA. STEEL STUDS 0 16 "0C I I 10 "_ L #4x 2' -0" 0 EA. STEP & 24 "0C 0 SLAB o imR # 1' -3" 11 EXISTING CONCRETE WALL 10d *6"0C TJI W/ITT411,88 HANGER 4x12 LEDGER W /4b "0 EXP. BOLTS 0 16 "OC STAGGERED SECTION G -2 SCALE:'. Y = 1' -0" #4 14 "00 EA. RE: ARCH. WAY CENTER OF FOR FINISH WALL ® RE: ARCH. SLAB OR STEPS RE: ARCH: 4 "x20GA. STEEL STUDS Od 0 6 "00 46" PLYWOOD DOUBLE JOIST SECTION B -2 SCALE: 3/4" = 1' -0" SECTION H -2 SCALE: 3/4" = 1' -0" RE PLAN FOR SIZE & REINF. ROOF JOIST CEILING JOIST SECTION M -2 SCALE: 44" = 1 -0 EXISTING CONCRETE WALL 10d 0 6 "OC 426 LEDGER W/48 "0 EXP, BOLTS 0 48 "00 T.S. COL. BASE FE lOx10 x 0' -10" W/4 -45 "0 A.B. — 3/4" GROUT BED 4 -#3 TIES 0 4 "OC 0 TOP 4 -#5 VERT. #3 TIES 0 BOG TYP. TIMM PRODUCTS: TIMBER PRODUCTS AS MANUFACTURED BY THE TRUS JOIST MACMILLAN CORP IN ACCORDANCE MOTH NER REPORTS. TJI NO. 200, PARALLAM NO. 292 INSPECTION* AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT CONCRETE, REBAR, AND WELDING AS FOLLOWS (UNLESS MORE STRINGENT REQUIREMENTS APPEAR IN THE ARCHITECTURAL SPECIFICATIONS), CONCRETE - INSPECT RERAN PLACEMENT PRIOR TO POURING. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRETE NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS, TAKE 3 CYLINDERS FOR EACH TEST, TEST CYLINDERS AT 7 AND 28 DAYS. HOLD 3RD CYLINDER FOR FURTHER TESTING, IF REQUIRED. ANCHOR•BOLTS - INSPECT PLACEMENT PRIOR TO POURING CONCRETE. EXPANSION BOLTS — PROVIDE TORQUE TESTING'PER MANUFACTURER SPECIFICATIONS FOR ALL EXPANSION BOLTS. VERIFY SPECIFIED LENGTH AND DIAMETER OF BOLTS, EPDXY A ORQUEEST 110% TO 40 INSPECTOR La . IF ANY FAIL, THEN A ES RA L L BB O O I L TS , TS. WELDING-CHECK OUAUFICATIONS OF WELDERS AT THE START OF WORK AND MAKE VISUAL INSPECTION OF ALL FIELD WELDING. SPECIAL. CONDO1ONS • CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAVANGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC, 1` GENERAL NOTE 7 � I. ALL MATERIALS, WORKMANSHIP. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE APPLICABLE UNIFORM BUILDING CODE (1994 EDITION). 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR THE BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND 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. TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. 5. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 7. SHOP DRAWINGS FOR REINFORCING STEEL, STRUCTURAL STEEL AND GLUED LAMINATED MEMBERS 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 IS RESPONSIBLE FOR CODE CONFORMANCE. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REACH BY ENGINEER. CODE UNIFORM BUILDING CODE, 1994 LIVE LOADS ROOF 25 PSF WIND...80 MPH, EXSURE B MEZZANINE.,.100 PSF SEISMIC ZONE 3 PO FOUNDATIONS FOUNDATION DESIGNED ASSUMING 2000 POP BEARING. SOIL ENGINEER TO INSPECT ALL FOOTING EXCAVATIONS PRIOR TO POURING CONCRETE TO VERIFY SOIL BEARING. FILLS TO BE COMPACTED TO 05% MODIFIED PROCTOR PER ASTM 0 -1557. ALL EXTERIOR FOOTINGS SHALL BE 18 INCHES MINIMUM BELOW LOWEST ADJACENT GRADE. CONCRETE: IC = 3000 psi 0 2B DAYS MAX. SLUMP = 3 PLUS OR MINUS 1" MINIMUM 5 SACKS CEMENT PER CU. YARD MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE UBC AND ACI 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. 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 EXCEPT AS NOTED FOR WELDED REBAR. SLAB DOWELS SHALL BE GRADE 40 (ly =40,000 psi). OTHER REINFORCING SHALL BE GRADE 60 (1y= 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETER IN CONCRETE, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS WILL DE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE AC DETAILING MANUAL. WIRE MESH SHALL CONFORM TO ASTM A -82 OR A -185. COVER 10 REINFORCEMENT TO BE: FOOTINGS ...........................3 INCHES FORMED SURFACES -- WEATHER FACE.......I I/O INCHES INTERIOR FACE......,3 /4 INCHES EARTH FACE ...... 2 INCHES STRUCTURAL STEEL TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (ly = 46,000 psi). ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A -36 (fy = 36, 000 psi). WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W.A.B.O. CERTIFIED WELDERS, USE FRESH E70 ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL STEEL. MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC FABRICATION AND ERECTION SPECIFICATION AND CODE OF STANDARD, CURRENT EDITION. WELDED HEADED STUDS SHALL CONFORM TO AWS 01.1. STEEL STUDS, JOISTS, TRACKS, AND DIAGONAL STRAPS 18 AND 20 GAUGE SHALL BE FORMED FROM MATERIAL CONFORMING TO BOOM A -446, GRADE A, GALVANIZED, Fy=33,000psi. 12,14 AND 16 GAUGE SHALL BE FORMED FROM MATERIAL CONFORMING TO ASTM A -570, PAINTED, GRADE 50, Fy=50,000psi: OR ASTM A -446, GRADE D. GALVANIZED, Fy=50,000 PSI, FRAMING LUMBER: 2 X STUDS AND ROOF JOISTS-H.F. #2 LUMBER NOT NOTED TO BE D.F. #2 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 STANOARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19S AT INSTALLATION FOR ALL LUMBER. STEEL HANGERS TO 8E SIMPSON OR APPROVED EQUAL. FASTEN ALL HANGERS AS SPECIFIED BY MANUFACTURER UNLESS SHOWN OW LAMINATED HOOD MEINERS GLU- LAMINATED WOOD BEAMS. KILN DRIED, INDUSTRIAL APPEARANCE STRESS GRADE COMBINATION 24 -F -V4 11W =2400 psi, Iv=190 psi) AT SIMPLE SPAN BEAMS. STRESS GRADE COMBINATION 24F -GB AT CANTILEVERED BEAMS (fb =2400 psl, Iv = 190 psi). GLU -LAMS MUST BE OBTAINED FROM AN AITC OR APA -EWS APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. PLYWOOD AND 090: WALL SHEATHING..,.....,1 /2 CO W/ EXTERIOR GLUE ROOF SHEATHING.... 5/8 CD W/ EXTERIOR GLUE...INDEX 40/20 FLOOR SHEATHING...... 1 1/8 TAG UNDERLAYMENT GRADE GAP EDGES 1/8 INCH MINIMUM OR AS RECOMMENDED 8Y APA, ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. I, CURRENT EDITION. NAILING SHALL BE AS INDICATED ON PLAN. CONTRACTOR IS CALL THE ENGINEER FOR OBSERVATION OF ROOF PRIOR TO COVERING, pPP RO VEU 31111 1 5 1998 p,UiLU1NG DIVISION TEL. (206) 824 -0168 FAX (206) 524. -4240 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, MABHOOOTON 88122 E. E:7 W a Cr) C] E. CD Z : x E. Oa CD CIS f S -2 OF 2 fcj�.OIZct 70' - • - / DUST COLLECTOR W/ 6' 0010741E BLAB EXIBTN3 HC. LIFT -MU ENTRY / STEPS 18 R'E ROO4MG NOTES: L PRONDE NM SINGLE PLY pig ROOM SYSTEM DYER EXIBTNG BEILTKP ROOF 2. PRINIDE ALTERNATE PRICE FON MMILE. PLY TO RPCPNETMYMTE11 IW COYER BOARD OVIMIC4011W 14223034 3. PRONDE ALTERNATE PROS FOR ! 1OVA4 2 PR7PER DIBP06A1 GP DOING ROCP410 PRIOR TO RE- ROCPR1G,CA ERIER PYC CR iORCNDCUN IAMPEG 8761716 4. FRONDE ALL 1EC860ARY FLAAHNG6 4 ABAESBOREB TO PEOYIDE EMF4PAlTY. 6. PROVDE 20 YEAR WARRANTY FOR 'SYSTEM WALLED. 2 —STORY CONCRETE 9UILCI i 6750 SOUTH 180TH STRE''Tn TYFTC FEW 4' X 8' 811017 NEW SKYLIGHT PER IOC'Bb2b1 4 8102bb SEE DTLE. UA - 42/A-I 10' REAR YARD SETBACK-- -"fI - 104 -Q0' Si' 9■- S—.R 5 - pia' - - 7 LW ROCK NORTH LINE OF GOVERNMENT LOT 1 FENCE CORNER IS 1.4' SOUTH OF THE PROPERTY LINE. PAVEMENT CORNER IS 0.6' SOUTH OF THE PROPERTY LINE. c.0 ----- NO744'08 "W 949.49' - - - -'- 499 9Q' SHASTA BEVERAG p1lE FENCE CSROPNRTY FE T E PNOF s 88 6 WIDE GAS PIPELINE EASMENT TO WASHINGTON LIORPL,RAN COMPANY R Ch5i PIPELATE .� BBU,139R236. 00100' ' G P G O 192 FIRST 1E,00R TOTAL, 46,)60 BF. ONCE 171 871167. WA4 R44 ON (SD 4/902 6F, RRIXMICTI(34 (DI 7,681 BP. 0001 (P) 2796 OF wimp 61.00R TOTAL ■ 437 61. lab Ns 1411) ROCMTA -3) 1770 BF. I :YARACTCNG'fD) 178486 FARO* MOM 06101142. 2411004', • 16426 • 26 CARE WAR440447 / M2 IMIS . 38.412 • 3 PAR(NG 810.04 68,4400132413 TO HC, D COMPACT, 46 STANDARD/ PARKING IN THIS AREA BY EMPLOYEES OF SHASTA BEVERAGES EDGE OF PAVEMENT IS 0.6' SOUTH OF THE PROPERTY LINE. =s =s =s — s =s- 6' CHAINLINK FENCE FENCE IS 1.0' WEST OF THE PROPERTY LINE DAVE IS 0.7' WEST OF THE PROPERTY LINE. NEW TREES EYER4REEN 1 -STORY CONCRETE BUILDING 1233 ANDOVER PARK EAST EXIBTRG CONDITIONS FIRST FLOOR TOTAL: 45462 OF, CR'ICE (DI 4658 SF. WAREHOUSE (811 41004 OF. SECOND FLOOR TOTAL: 4,158 6F. FARMS CAR PA5547; 65 TYPE CONSTR1C11O0 1141 - SPRN(LERDO 119981 20NNG, URBAN CENTER TAX A 3829.0494 R.O. REC. NO. 8509249015 VALLEY PROPERTIES RLDC H) E NW DOW( 90' ELBCU.9 M EXI9T6G 177E II CB LEGEND • FIRE DEPARTMENT CONNECTION • POST INDICATOR VALVE W WATER LINE —G — GAS LINE R m III TELECOMMUNICATIONS JUNCTION BOX LIGHT VAULT POWER VAULT SIGNAL VAULT WATER METER I CATCH BASIN • GAS VALVE —S - -- SANITARY SEWER LINE O SANITARY SEWER MANHOLE Ld, 20 10 0 20 40 GRAPHICAL SCALE. 1" = 20' THIS Aft (L011R SL4PERSEbE SHEET 5D -I {}PPR.OVED 01\) A-KIL f,Y P IA) LIGHT POLE -- _ —� RAILROAD SIGNAL POLE WATER VALVE [J WATER VAULT U FIRE HYDRANT A POWER METER E POWER TRANSFORMER ▪ HANDICAP PARKING STALL EDGE OF ASPHALT CONCRETE SURFACE FOUND "404" CONCRETE MONUMENT WITH BRASS TACK IN CASE I .1 -I- // 2' REVISION NO.1 [8 DEEDED MERIDIAN CITY of IIIIIWIIA 714110[0 SEP 11 '1,990 g PITY OFTUKWIA 6810 2 11998 PERMIT CENTER 08/26/98 10 W \CAD \97440J\SD -1