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Permit D01-105 - RODERWALD RESIDENCE - FIREPLACE
001-105 Roderwald Residence 13505 32 Av S City of Tukwila Community Development / Public Works • 0300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 08188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 734660 -0062 Address: 13505 32 AV S Suite No: Location: Category: ARES Type: DEVPERM Zoning: LDR Contractor License No: CORNECS002N3 iiw 7 ik ev.! t,e e��., •.t ,�:�n tg^;: a Sy`....,..r_'r;'u'. -,. DEVELOPMENT PERMIT & ,fa- �a f e, a (206) 431 -3673 Permit No: D01 -105 Status: ISSUED Issued: 04/05/2001 Expires: 10/02/2001 Const Type: Occupancy: DWELLING Gas /Elec.: UBC: 1997 Units: 000 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: RAINIER VI Wetlands: Slopes: N Streams: OCCUPANT RODERWALD RESIDENCE Phone: 13505 32 AV S, TUKWILA WA 98168 OWNER RODEWALD ELVERA B Phone: (206)000 -0000 13505 32ND S, SEATTLE WA 98168 CONTACT ELVERA RODEWALD Phone: 206 - 242 -0821 13505 32 AV 5, TUKWILA WA 98168 CONTRACTOR CORNERSTONE CONSTR SVC 14428 25TH AVE S, SEATTLE WA 98168 98168 ** k*** k******* k** k * * * * ** * * * * * ** * * * * * *k * *k *k * * *** kkkk * ** kkkk *k *** * * *k * *k* * * ** * **k *kk* Permit Description: REPAIR FIRE PLACE ***** kk***** k***** k*********************** kkkk* kk** k** kk * **kkk *kA *kk * * * *k * * *k * *k * *kA Construction Valuation: $ 13,032.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N End Time: Public: N Public: N * kk** k********** k*k** k******** k** k** k** k* k* k*** k*** kkk* kqt *k *kk * * ** *kk *k * * **kk * *k * * *A TOTAL DEVELOPMENT PERMIT FEES: $ 39'.96 **** * * * * * * * * * * * *kk * * * * * * * * * * * * * ** ** ** * *A* * * * * ** * **k ** *kkkk *kk *k * k ** *A** Permit Center Authorized Signatur '"444 444.41 // 7' Date: "'S" ( I hereby certify that I have rea and examined t is pe it and know the same to be true and correct. All pr of law a d ord nances governing this work will be complied with, whe her specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development .e-rnit. Signature: _G_'!1-2t) Date: 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. Addret,t.,: 5/ C..'r;1-1()5 Tenant 17.tatus. 1:ar.L TyPe. 1.',EVPEPM %.14 Parcel #. 734660-0 444.0(44k4kh 4 4 4****44*44***4* ir I. 4. 41144 4 4 4 4 it 4 4 • $. 4 4.4+ Permit Conditions.. 1. No chanqes will be made to unles: at.p:o7e0 t Enginee/ and the Tui'wila F4vildin9 2. Any exposed ih:ulations mat.erial shali :7,prea4J Pating of 2 oz less. .7..n4z! materia; shall heal fication showina the fire Performance catin9 theceo. 3. All construction to be doe in oonfoi with plans and requirements of the Uniform ButIlln9 I:cde Edition*/ as amended, Uniform Mechani '.2ode '11 Edition. and Washin9ton State Energy Code (.i997 Edttioni. 4. Validity of Permit. The is:oance , 2f a ve:*iiit or aopt.: plans. soecifications. and :oraputa.tion: I or be con- strued Co te a Permit for. cr an apoco o. env of 3 nv of the Proviion2 of the OPi!din or of 3r..) other ordinance of the lucisdiction. No Permit c;-e.omin,-; give authoi ity to violate or cancel the orvisions thi.; code shall be valid. 5. Al! permits. inspection re and aoproel available at the lob site prior to the start of any con- struction. These documents are to be maintained an0 able until final insvection approval is 9canted, I hereby Certifv that 1 have read these cond'tions ano will een with them as outlined. Ail oroisions of las.; ..An ordinao!ces ev this wori. will be comolied with, whether soe herein or net The granting of this permit does not pi'espm t give authority r• violate or cancel the provisions of ,Any *:ttitOr to,C1(i.. , ..1; local law regulating constr or the performance of ...., , 1 Sr.ort 1 . --i Si9hattir e?' 7 _ (-77- :'';1' '(' 4t- 4 Y 4:' / 0 r '..- r',./t.f. , +.-7.• 4 ., ,. / Print Name: TAWIL!j. Project Name/Tenant / f ` . � �Q C I � / 4 .... i 2 ,& c_ Value of C nstruction: / . 6'_.;/, 4 Site Address: . / City State/Z : .� z� a 3A �' / �k,e � Tax Parcel Number. � . - Z-- Property Owner: ,..-- // V &r� 4Z �'N ' L))4 Xci sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) Street Address: / .5 City State/Zip r ; /2 ., L - ')7 f 5"/ G Y Fax #: ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Contractor. CnrLior � ^fir c crSifdPrir) cri -t .,'r p/t. Phone: Street Address: a ' City State/Zip: Fax #: Architect: Phone: Street Address: - City State/Zip: Fax #: Engineer. Phone: Street Address: City State/Zip: Fax #: Contact Person: i4 Otatir Phone: a( — l _(yN Street Address: City State/Zip: Fax #: Description of work to be done: i c b/C24-4,-/ (6. ill/COL &ifilfrAl) / , . Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ® RemodeVAddition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: V Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling _ — ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUI 'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 • " ' STAFF USE ONLY Project Number: Permit Number: Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De • artment ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed 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 ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date appliciin acce ® I I. SFPERMIT.DOC 2/13/97 Date plicalion expire f o r• ApplicaJt'pn take y: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW ■ - OR AUTHOR! D . GENT: Signature: 6 4 . 7 /` , * Date: e{/ Print name: � t e FRr f t�© C� C() ex- Q .N�e ' 1 , Fax . + Address: /3 d- ? s Cit j f `vp y. 7 ALL SINGLE- FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED B' . REGISTERED ARCHITECT OR PR( . SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL • AIL'DRf4WINGSSSHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SItE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of redorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ if dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder 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. SFPERMIT.DOC 2/13/97 • 10i11:3113t) f4 :3 .10 F7WON - '31M- - 00.401.0.715 11 :tNiW eff;CE; -!) on :, 4 - ;wit$V7;;t1U N1:1HD qubuAPd 0 %11,i0owl LIW5N1141 :4 ; '1 1 I iii " lni:uij JO Al .11 ) ..-------- nfr5;VC/000 00T'Zt:C/000 4uno3t1 } .}4. y V yyyy V 0,;40104d 51q1 ItA******A*A*4.4*8AAAk**NAAAAkAA CITY OF TUKWILA. PA ':Ff*r h***-4**-4A1****AhAA*Ak*-**8AV*8%AtA,ki.iskAA*■,FA5—F!tAA—k44-4kAtAAA IRANSMIT NuPber: E010()767 Amovra Ot,';:J,01 }'/ment Method: CHEC1: NotAtil:n: tL e0E J4rd OW • • ••• ••• ••• •• ••• •••• ■•• ••• ••• ••• ..... ••• ••• • • • 4. • • .• .• • .... ••• PormIt No: 001-105 rot i: [AVPIDim r;f: PERoff PRrcei No: 7:14660-00o2 bite Addreau: I)O J AV rotll 'This Pz(vmErit :2,10 ALI ri/Ari;: iritigthiOktisir**** Account .Cod9 000/3::2.1 000/345.630 OR'ertOtiOn EUILDING NOrPE PLIAN !AUK - 00017-3 1 " 1 .0 Dif!t 717, Project: Al rodgxr ‘ l l pe of)ns1ection: i! / T---. D- 14.,x! , / ) / Address. Datel called: Special instructions: Date wanted: 7-0/ C a:m: Requester: Phone: INSPECTION NO. Approved per applicable codes. COMMENTS: Inspector: INSPECTION REC_ .:D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: 004—o s4 PERMIT NO. (206431 -36 Corrections required prior to approval. Ell $47.(EINSPECTION (tE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project. Type of Inspection: V Address: 1 SO." ? , 4 ►./ S Date called: i 5 -1$ -0 I Special instructions: 't �'t t Arc'eltno ‘ r►�q►^ 01 CO -UJ $1?� 20( 3'i1 3"7s -1 Date wanted: 5` ,21'01 a . • . pm - Re quester: v P vst Ph e: O(n - 2.. 0 1 INSPECTION NO. Inspector: INSPECTION RtE+,..JRD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' ‘'y (206)431 Approved per applicable codes. [J Corrections required prior to approval. I Date: r � $47.00 REINSPECTION EF EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection � A` tiv-1 r1-?l i (") A • 1 , t AV S Date called: C C r r)\ r 1 1 t `1 0 LA 1)41 reiCI � i Q C T y *-POe 1 4.'0r to PO4'I ( I , S c t1 i -e *0 SC GA o lc i v e7 SS a.m 'C() (it)Or( C61:11 t trf � vPY� ?rrAilc.\� 1 r A 1 CPA \ 0 e 1 -- \ \ G f Sa Project. Ac rl tAJO,I Cl Type of Inspection � A` tiv-1 r1-?l Ad ress: _ _ \ U L, 3. AV S Date called: 5 E CG• u I Special instructions: Date wanted: SS a.m Requester: � vPY� Phone: INSPECTION NO. ,- INSPECTION RE...)RD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -36 Approved per applicable codes. 4- Corrections required prior to approval. Inspector' ft Date: c n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No: Date: COMMENTS: • • •ate • - • �1 ( V1f u1 --t 1tC CI( .e C:.tk'i -4 Ne €4),- 15 -` #.1e ?I 1A V,nr k \\cctv`A -41 nPeri c \e Ct llrr o r c rstvArl rloCvvnnP,1`.erj ! )‘! (`t ir, CA f? r 1� \1 CC- q \c C e ! t r ri p • r � Y O lv � e 1 ' 1 OrtA t h NA1 V 5 A'iAlCl rr 4 a a a♦ • r_ & .AA V i ♦ a C U (\ CM( c- , -U -kk VW w ,rc 9\QCe Requester: Proj c)(kau al (i Type of Ins lion: Ackd3s. Date called: t Special instructions: Date wanted: a.m. Requester: Phone: INSPECTION NO. INSPECTION REt...J D Retain a copy with permit (_ (OS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 8 *%. (206)431 -3 +.j v Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project:'' r)CLw 41d Type of Inspection nci Date called: , - ) 7_ a I Date wanted: _ , � LI 7 2 m a. Address: S Special instructions: N irG Vr rv► C1 s7rQ Requester: 0 .( PPon Phone: COMMENTS: f " ► r e )GC t S`f' `i 1 �A C;, c; (e Y 9 ('-i N irG Vr rv► C1 s7rQ 0 .( PPon ) I 0 3 INSPECTION NO. INSPECTION R RD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 l 1 5 PERMIT NO. (206)431 -367 Approved per applicable codes. Q Corrections required prior to approval. Inspector: --- � Date: )_+-I)` cD l El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection/ I 1. I ri t v� h Addr� Date called: 01 _ Special instructions: Marc.ellho Ce « i. 3� o �.3"7 3 v1 f 1 + 1 __ • or\ 0- lts� Requester: L. `- v�vCs C' )\m P v- f LI C -.Q. '� � . p . 1 i � YY Col 11 r f t R i o 5Pc�t -et t e''i a , �l 1 i `}o Lir( II • ill " • 4 . C Project: (s �'t.tlA( Type of Inspection/ I 1. I ri t v� h Addr� Date called: 01 _ Special instructions: Marc.ellho Ce « i. 3� o �.3"7 Date wanted: S )S-0/ p.m. Requester: L. `- v�vCs Phone: 2C 6- 0 L !2 — O R ,2 1 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: '- -> Q (} T B (� � Date: $47.00 REINSPECTION EEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _-. • r T. • . INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3 COMMENTS: Type of Inspection: , t VC, tvly►� Address: Date called: M Q 1 txd1 t'�OV1'i ti l'1 Ph ne: , 506 - 'fi (ci` c) 3 74 .1 . f'CP V' M DS • ma tt/- r`Piavloic 1 vv ci i1o Tribell%Ai: • �/ "> G C "C \v+fV '" 0 . _ 'li ()l/0' /,. 1 t,I u 1 f Projec . PWQl(( Type of Inspection: , t VC, tvly►� Address: Date called: Special instructions: Ci SP t 1 -4 ; i �, 1 r Ov04.6 E i 0lr. Date wanted: a. . s 3 an. Requester: ■1! Pv t.. IA,i f r t 1 Ph ne: , 506 - 'fi (ci` c) 3 74 t i' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: INSPECTION RECD Retain a copy with permit Date: :ot-10s PERMIT NO. (206)431 -36 .Approved per applicable codes. J Corrections required prior to approvl. n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. UU UCH co tO 0 Q W Q 0. LL < t o UJ 0 F- W W F w� 11 Z Le: Project,. Re.L Ct \C Type of Inspection: Address: S 32. A 3 t gib '57 I Da c lied: Li 2,5 f Date nted 4 / P.m. Special instructions: t ' ct V l ,e k vqJ N•- w t tG v1 <( r' Z_ D Cab- 3 ``'I to ' Requ • ster: 'I ye rG_. Phone: ;Z -LA,o at-) Z-~ 4�3Z) COMMENTS: Z INSPECTION NO. pproved per applicable codes. N- Mai INSPECTION R Retain a ropy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 A i 5r S S rt p �. c Lv r CACk t, PERMIT NO. (206)431 -367 Corrections required prior to approval. 0 Chi (,! Inspector: t# �) �j Date: , , 1 vvvivv■ 17" n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS:` 1i . I r.c.,10 Li; ri \raf1Or On\ pr si -IA? CA 1 % htDc4 . \ ( 4 or We 4 t , - ' ) c? X Cle 5; �H 1,L1 c el vv-i , Y'`, '• \ i i Li I G ' } r\. V \ C4 1 Q 4 - A . 1 r ' e C c1- S e. . " rP ,. • t , <r Fr '.�C t' Q l C� ar�^n S 1.A �\{�ro() C.� �,INpv . ., i �+ t 1- O`i E' '', t 5.-\ t h e C G t,N ri n, 0 ,, Yv\a1 ytn \ �e Ter,, c, ‘,�14) i t t ovv\,(A. c 1 .,..+ 1,J ‘ prCp(P -Aa )4 `fi t Y 1�+ Of 'C.. i n i n C P r I Mv� • 1 1 aim. P ject• . t t 1r 1(I - Type of Inspection: Aiii 5 i lr t. J Address:., ' ` r3505 5 32 /W ,---- ,_:, Date c led: is Special instructions: Dat me 4 15 of aim. P Re u ster: / Ve'n■ i /6/ OIL I PhQn r L l 1 INSPECTION REC RD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING.DIVISION 6300 Southcenter Blvd, #100,;Tt kwila, WA 98188 PERMIT NO. (206)431 -367 Approved per applicable codes. 51Corrections required prior to approval. Inspector: `";?);(10 Date: LH rs ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee-must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. BID AMOUNT $ 12 , 000.00 'VAX (8.6;.) 1,032 C�� f 1Gz - ' d dr ",,z_e y..z. l i ' J ,. ..f , _ i L . .CK approvaa ) 3r3 subject to errors and omissions and annrovai of cans does not authorize the violation of uny adopted code or ordinnn f,t rp R. rc� of C'Tn- ; ' Sv t ,�� � �r ' tractor's copy of approved plans acknowledged. Date � : � Permit No. .tTat� TOTAL $ 13, 032.00 ‘CORNERSTOti CONSTRUCTION NAME: ELVERA RO DEWAL D ADDRESS: 13505 32 So. Tukwila, Wa., 98168 ATENTION: (206) 396 -2374 phone (206) Licenced — Insured - Bonded ESTIMATE DATE: " 04- 04-01 TERMS M?;,1"L! Ptm'1d 1VVCIJJ CV nornvi JlVA a C'•"� .i ? i 1 V B'_':; <;: _ � 3 l \) fll dO APR 0 5 2001 Q• %O' Co' e APR 0 5 2001 pEk?•, b 0 ag' 0 11 S 4 COMMENTS: be ' eluvlsty c. Type Inspection: e of Ins pection: p �,nVeSit��,'�r t1 Address: I.SC)S 37 Ave _S ? 5-0 I WI \ .Ptn e t r rv1 t.r•r r-r t nnP c( it GC vo s - 1.1:., S r-e-P 1 I v.av tc t' cL C vvtc e ^r SS. 1 #C) -\-1-‘ ? s r a of c,( 1 C& c;tia ,lam'. (1 Ar ti s 1 v e � 0 -Q., -�- 1E tc e . �.ca t;� s 1 e k1 G t t �l ,,j ,� t e , CILoA .te --k . U�m(Ar ( . % ?tct &t , , •l,►tid y ( a-k \ Ct.WGy t rn,rvk -0.4 • C4vJ kcAc` ctiv'Pcrc 1 . re( e∎ a r e c r et,a. mti-t _ Ste ■v..-Cvr)6 l \vve , \\tAA S-e i S CAv , c ' N o» J S 4-0 C O LN\ ICI e ie C4 C \ 15 CkCA■vt 1y C » ,rc i Projec ck W�f� �' P' �S \C ?►^tt Type Inspection: e of Ins pection: p �,nVeSit��,'�r t1 Address: I.SC)S 37 Ave _S Date called: 5-o I Special instructions 20t9 - 21-)2-08-7-1 Date wanted: a.m. p.m. Requester: 1 ' 1\ Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 II INSPECTION NO. INSPECTION RECORD Retain a copy with permit PER)tIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. Inspec tor: j eir Date: 3 to—o $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: j Date: Pc t•t l • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. r ;r 1D97 UNIFORM BUILDING CODE ..•�'�""� 3101 3102.3.8 SECTION 3101 — SCOPE C hapter 31 SPECIAL CONSTRUCTION The provisions of this chapter shall apply to special construction described herein. SECTION 3102 — CHIMNEYS, FIREPLACES AND BARBECUES 3102.1 Scope. Chimneys. flues, fireplaces and barbecues, and their connections, carrying products of combustion shall conform !o the requirements of this section. 3102.2 Definitions. BARBECUE is a stationary open hearth or brazier, either fuel fired or electric, used for food preparation. CHIMNEY is a hollow shaft containing one or more passage- ways. vertical or nearly so, for conveying products of combustion to the outside atmosphere. CHIMNEY CLASSIFICATIONS: Chimney, IIIgh -heat Industrial Appliance -type, is a factory - built, masonry or metal chimney suitable for removing the prod- ucts of combustion from fuel - burning high -heat appliances producing combustion gases in excess of 2,000 °F (1093 °C) mea- sured at the appliance flue outlet. Chimney, Iauw•hent Industrial Appliance -type, is a factory - built, masonry or metal chimney suitable for removing the prod- ucts of combustion from fuel- burning low -heat appliances producing combustion gases not in excess of I,000 °F (538 °C) un- der normal operating conditions but capable of producing com- bustion gases of 1,400 °F (7611 "C) during intermittent forced firing for periods up to one hour. All temperatures are measured at the appliance flue outlet. Chimney, Medium -heat Industrial Appliance -type, is a factory - built, masonry or metal chimney suitable for removing the products of combustion from fuel- burning medium -heat appliances producing combustion gases not in excess of 2,000 °F (1093 °C) measured at the appliance flue outlet. Chimney, Residential Appliance -type, is a factory -built or masonry chimney suitable for removing products of combustion from residential -type appliances producing combustion gases not in excess of 1,000 °F (538 °C) measured at the appliance flue outlet. CHIMNEY CONNEC'T'OR is the pipe or breeching that con- nects a fuel- burning appliance to a chimney. (Sec (Mechanical Code, Chapter 9.) CHIMNEY, FACTORY - BUILT is a chimney manufactured at a location other than the building site and composed of listed factory -built components assembled in accordance with the terms of the listing to form the completed chimney. CHIMNEY LINER is a lining material of fireclay or approved refractory' brick. For recognized standards on fireclay refractory brick see Sections 3503 and 3504; ASTM C 27, Fireclay and High- Alumina Refractory Brick; or ASTM C 1261, Firebox Brick for Residential Fireplaces. FIREBRICK is a refractory brick. FIREPLACE is a hearth and fire chamber or similar prepared place in which a fire may be made and which is built in conjunc- tion with a chimney. Factory -built Fireplace is a listed assembly of a fire chamber. its chimney and related factory -made parts designed for unit as- sembly without requiring field construction. Factory -built fire- places arc not dependent on mortar - filled joints for continued safe use. Masonry Fireplace is a hearth and fire chamber of solid ma- sonry units such as bricks, stones, masonry units or reinforced concrete provided with a suitable chimney. MASONRY CHIMNEY is a chimney of masonry units, bricks, stones or listed masonry chimney units lined with ap- proved flue liners. For the purpose of this chapter, masonry chim- neys shall include reinforced concrete chimneys. 31023 Chimneys, General. 3102.3.1 Chimney support. Chimneys shalt be designed, an- chored, supported and reinforced as required in this chapter and applicable provisions of Chapters 16, 18. 19, 21 and 22 of this code. A chimney shall not support any structural load other than its own weight unless designed as a supporting niernher. 31023.2 Construction. Each chimney shall he so constructed as to safely convey flue gases not exceeding the maximum tem- peratures for the type of construction as set forth in' table 3I -B and shall be capable of producing a draft at the appliance not less than that required for safe operation. 3102.3.3 Clearance. Clearance to combustible material shall he as required by Table 3I -iI. 3102.3.4 Lining. When required by 'cable 31 -13, chimneys shall he lined with clay flue tile, firebrick, molded refractory units or other approved lining not less than 5 /H inch (15.9 ram) thick as set forth in Table 3I -B. Chimney liners shall he carefully bedded in approved medium -duly refractory mortar with close- fitting joints left smooth on the inside. Medium -duty fractory motor shall be in accordance with Sections 3503, 3504 and ASTM C 199. 3102.3.5 Area. The minimum net cross - sectional area of the chimney flue for fireplaces shall be determined in accordance with Figure 31 -1. The minimum cross - sectional area shown or a flue size providing equivalent net cross - sectional area shall be used. The height of the chimney shall be measured from the fire- box floor to the top of the last chimney flue tile. Chimney passage- ways for low -heat chimneys and incinerators shall not be smaller in area than the vent connection on the appliance attached thereto or not less than that set forth in Table 31 -A. EXCEPTION: Chimney passageways designed by engineering methods approved by the building official. 3102.3.6 Height and termination. Every chimney shall extend above the roof and the highest elevation of any part of a building as shown in Table 31 -B. For altitudes over 2,000 feet (610 m), the building official shall be consulted in determining the height of the chimney. 3102.3.7 Cteanouts. Cleanout openings shall be provided within 6 inches (152 mm) of the base of every masonry chimney. 3102.3.8 Spark arrester. Where determined necessary by the building official due to local climatic conditions or where sparks escaping from the chimney would create a hazard, chimneys at- Dol- 1c5• 1 -289 st 3102.3.8 3102.7.3 tacked to any appliance or fireplace that burns solid fuel shall be equipped with an approved spark arrester. The net free area of the spark arrester shall not he less than four times the net free area of the outlet of the chimney. The spark arrester screen shall have heat and corrosion resistance equivalent to 0.109 -inch (2.77 mm) (No. 12 11W. gage) wire, 0.042 -inch (1.1)7 mm) (No. 1913.W. gage) gal- vanized wire or (1.022 -inch (0.56 mm) (No. 24 13.W. gage) stain- less steel. Openings shall not permit the passage of spheres having a diameter larger than 1/2 inch (12.7 mm) and shall not block the passage of spheres having a diameter of less than 3 /g inch (9.5 mm). Chimneys used with fireplaces or heating appliances in which solid or liquid fuel is used shall be provided with a spark arrester as required in the Fire ('ode. EXCEIIION: Chimneys that arc located more than 200 feet (6(1 %(l mm) from any mountainous, brush- covered or forest - covered land or land covered with flammable material and that arc not attached to a strucIo c having less than a (lass C roof covering, as set forth in Chapter 15. 3102.4 Masonry Chimneys. 3102.4.1 Design. Masonry chimneys shall he designed and con- structed to comply with Sections 3102.3.2 and 3102.4.2. 3102.4.2 1Valls. Walls of masonry chimneys shall be con- structed as set forth in Table 31 -B. 3102.4 .3 Reinforcing and seismic anchorage. Unless a spe- cific design is provided, every masonry or concrete chimney in Seismic Zones 2, 3 and 4 shall he reinforced with not less than four No. 4 steel reinforcing hats conforming to the provisions of Chap- ter 19 or 21 of this code. The bars shall extend the full height of the chimney and shall be spliced in accordance with the applicable re- quirements of Chapter Ir) or 21. In masonry chimneys, the vertical bars shall have a !minimum cover of 1 /2 inch (12.7 tutu) of grout or mortar tempered to a pouring consistency. The hats shall he tied horizontally at 18 -inch (457 nun) intervals with not less than t /4- inch - diameter (6.4 mm) steel tics. The slope of the inclined portion of the offset in vertical bars shall not exceed 2 units verti- cal in 1 unit horizontal (2t0!'fi slope). Two ties shall also he placed at each bend in veth cal bats. Where the width of the chimney ex- ceeds 40 inches (1(116 mm), two additional No. 4 vertical bars shall be provided for each additional flue incorporated in the chimney or for each additional 41) inches (1016 nun) in width or fraction thereof. in Seismic Zones 2, 3 and 4, all masonry and concrete chimneys shall be anchored at each floor or ceiling line more than 6 feet (1829 nun) above grade, except when constructed completely within the exterior walls of the building. Anchorage shall consist of two 3 /16- inch -by -I -inch (4.8 mm by 25 nun) steel straps cast at least 12 inches (305 tun) into the chimney with a 180 - degree bend with a 6 -inch (152 min) extension around the vertical reinforcing bars in the outer face of the chimney. Each strap shall be fastened to the structural framework of the building with two 1 /2- inch - diameter (12.7 nun) bolts per strap. Where the joists do not head into the chimney, the anchor strap shall be connected to 2-inch-by-4-inch (51 mm by 102 mm) ties crossing a minimum of four joists. The tics shall he connected to each joist with two 16d nails. As an alternative to the 2- inch -by- 4 -inch (51 nun by 102 nun) ties, each anchor strap shall he con- nected to the structural framework by two 1 /2- inch - diameter (12.7 nun) bolts in an approved manner. 3102.4.4 Chimney offset. Masonry chimneys may be offset at a slope of not more than 4 units vertical in 24 units horizontal (16.7 %n slope), but not more than one third of the dimension of the chimney, in the direction of the offset. The slope of the transition 1 -290 1997 UNIFORM BUILDING CODE from the fireplace to the chimney shall not exceed 2 units vertical in I unit horizontal (200% slope). 3102.4.5 Change in size or shape. Masonry chimneys shall not change in size or shape within 6 inches (152 nun) above or below any combustible floor, ceiling or roof component penetrated by the chimney. 3102.4.6 Separation of masonry chimney passageways. Two or more flues in a chimney shall be separated by masonry not less than 4 inches (102 nun) thick bonded into the masonry wall of the chimney. 3102.4.7 inlets. Every inlet to any masonry chimney shall enter the side thereof and shall not be of less than 1 /8 -inch -thick (3.2 mm) metal or 5 /g- inch -thick (15.9 mm) refractory material. Where there is no other opening below the inlet other than the cicanout, a masonry plug shall be constructed in the chimney not more than 16 inches (4(16 ohm) below the inlet and the cleanout shall be located where it is accessible above the plug. If the plug is located less than 6 inches (I52 nun) below the inlet, the inlet may serve as the cicanout. 3102.5 Factory -built Chimneys and Fireplaces. 3102.5.1 General. Factory -built chimneys and factory -built fireplaces shall be listed and shall be installed in accordance with the Icons of their listings and the manufacturer's instructions as specified in the Mechanical Code, 3102.5.2 Hearth extensions. Hearth extensions of listed fac- tory -built fireplaces shall conform to the conditions of listing and the manufacturer's installation instructions. 31(12.5.3 Multiple venting in vertical shafts. Factory -built chimneys utilized with listed factory -built fireplaces may be used in a common vertical shaft having the required fire - resistance rating. 31(12.6 1letal Chimneys. Metal chimneys shall be constructed and installed to meet the requirements of the Mechanical Code. Metal chimneys shall be anchored at each floor and roof with two 1 /2- inch- by - /8-inch (38 nun by 3.2 nun) metal straps looped around the outside of the chimney installation and nailed with not less than six 8d nails per strap at each joist. 3102.7 Masonry and Concrete Fireplaces and Barbecues. 3102.7.1 General. Masonry fireplaces, barbecues, smoke chambers and fireplace chimneys shall be of masonry or rein- forced concrete and shall conform to the requirements of this sec- tion. 3102.7.2 Support. Masonry fireplaces shall be supported on foundations designed as specified in Chapters 16, 18 and 21. When an approved design is not provided, foundations for ma- sonry and concrete fireplaces shall not he less than 12 inches (305 mm) thick, extend not less than 6 inches (152 mm) outside the fire- place wall and project below the natural ground surface in accord- ance with the depth of foundations set forth in '1 18 -1 -C. 3102.7.3 Fireplace walls. Masonry walls of fireplaces shall not be less than 8 inches (203 mm) in thickness. Walls of fireboxes shall not be less than 10 inches (254 nun) in thickness, except that where a lining of firebrick is used, such walls shall not be less than a total of 8 inches (203 mm) in thickness. The firebox shall not be less than 20 inches (508 mm) in depth. Joints in firebrick shall not exceed 1 /4 inch (6.4 mm). EXCEPTION: For Rumford fireplaces, the depth may be reduced to 12 inches (305 mm) when 1. The depth is at least one third the width of the fireplace opening. i ;= 3102.7.4 Hoods. Metal hoods used as part of a fireplace or bar - becue shall not be less than 0.036 -inch (0.92 mm) (No. 19 carbon sheet steel gage) copper, galvanized steel or other equivalent corrosion - resistant ferrous metal with all scams and connections of smokeproof unsoldered constructions. The hoods shall be sloped at an angle of 45 degrees or less from the vertical and shall extend horizontally at least 6 inches (152 mm) beyond the limits of the firebox. Metal hoods shall be kept a minimum of 18 inches (457 mm) from combustible materials unless approved for re- duced clearances. i 1997 UNIFORM BUILDING CODE 3102.7.3 3103 2. The throat is at least 12 inches (305 mm) above the lintel and is at least 1 /20 of the cross - sectional area of the fireplace opening. 3102.7.5 Metal heat circulators. Approved metal heat circula- tors may be installed in fireplaces. 3102.7.6 Smoke chamber. Front and side walls shall not be less than 8 inches (203 mm) in thickness. Smoke chamber back walls shall not be less than 6 inches (152 mm) in thickness. A minimum 5 /8- inch -thick (16 mm) clay flue lining, complying with Sections 3503, 3504 and AS'i'M C 315, shall be permitted to form the inside surface of the 8 -inch (203 mm) and 6 -inch (152 mm) smoke cham- her walls. 3102.7.7 Chimneys. Chimneys for fireplaces shall be con- structed as specified in Sections 3102.3, 3102.4 and 3102.5 for residential -type appliances. 3102.7.8 Clearance to combustible material. Combustible materials shall not be placed within 2 inches (5 1 mm) of fireplace, smoke chamber or chimney walls. Combustible material shall not be placed within 6 inches (152 mm) of the fireplace opening. No such combustible material within 12 inches (305 mm) of the fire- place opening shall project more than 1/4 inch (3.2 mm) for each I -inch (25 mm) clearance from such opening. No part of metal hoods used as part of a fireplace or barbecue shall be Icss than 18 inches (457 mm) from combustible material. This clearance may be reduced to the minimum requirements specified in the Mechanical Code. 3102.7.9 Areas of flues, throats and dampers. The throat shall be at least 8 inches (203 mm) above the fireplace opening and shall be at least 4 inches (102 mm) in depth. The net cross- sectional area of the flue and of the throat between the firebox and the smoke chamber of a fireplace shall not be less than that set forth in Figure 31 -I or Table 31 -A. Metal dampers equivalent to not less than 0.097 -inch (2.46 mm) (No. 12 carbon sheet metal gage) steel shall be installed. When fully opened, damper openings shall not he less than 90 percent of the required flue area. 3102.7.10 lintel. Masonry over the fireplace opening shall he supported by a noncombustible lintel unless the masonry is self - supporting. 3102.7.11 Hearth. Masonry fireplaces shall be provided with a brick, concrete, stone or other approved noncombustible hearth slab. This slab shall not he less than 4 inches (102 mm) thick and shall be supported by noncombustible materials or reinforced to carry its own weight and all imposed loads. Combustible forms and centering shall be removed. 3102.7.12 Hearth extensions. Hearths shall extend at least 16 inches (406 mm) from the front of, and at least 8 inches (203 mm) beyond each side of, the fireplace opening. Where the fire- place opening is 6 square feet (0.56 m or larger, the hearth exten- sion shall extend at least 20 inches (508 mm) in front of, and at least 12 inches (305 mm) beyond each side of, the fireplace open - ing. Except for fireplaces that open to the exterior of the building, the hearth slab shall be readily distinguishable front the surround- ing or adjacent floor. 3102.7.13 Fire blocking. Fire blocking between chimneys and combustible construction shall meet the requirements specified in Section 708. SECTION 3103 — TEMPORARY BUILDINGS OR STRUCTURES Temporary buildings or structures such as reviewing stands and other miscellaneous structures, sheds. canopies or fences used for the protection of the public around and in conjunction with con- struction work may be erected by special permit from the building official for a limited period of time. Such buildings or structures treed not comply with the type of construction or fire - resistive time periods required by this code. Temporary buildings or struc- tures shall be completely removed upon the expiration of the time limit stated in the permit. 1 -291 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -105 DATE: 4 -05 -01 PROJECT NAME: ELVERA RODEWALD SITE ADDRESS: 13505 32 AVE S SUITE NO: Original Plan Submittal Response to Incomplete Letter #___,_ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division AwC 4 -5-a( Public Works c Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -1 0-2001 Complete Ei Comments: Incomplete E TUES /THURS ROUTING: Please Route - V Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved V•It41)Iil1 DIX Yr. I I Approved with Conditions I I n C C Planning Division Permit Coordinator Not Applicable Li No further Review Required DUE DATE 5-8 -2001 Not Approved (attach comments) C n Not Approved (attach comments) n DUE DATE REVIEWER'S INITIALS: DATE: .4 c.4X` YX PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -105 PROJECT NAME: ELVERA RODEWALD SITE ADDRESS: 13505 32 AVE S Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Not Applicable [1] Comments: TUES /THURS ROUTING: Please Route Structural eview Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: n DATE: 4 -05 -01 SUITE NO: Response to Incomplete Letter it Revision It After Permit Is Issued Fire Prevention C Planning Division Structural C Permit Coordinator No further Review Required DATE: n DUE DATE: 4-10 -2001 DUE DATE 5- 8-2001 Not Approved (attach corn ents) I DATE: T� CORRECTION DETERMINATION: Approved f l Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE .REGISTERED AS PROVIDED BY LAW A$ CONST CONT GENERAL REGIST. # CC 01 CORNECS002N3 EFFECTIVE DATE CORNERSTONE CONSTR 14428 25TH AVE S SEATTLE WA 98168 • • Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES EXP. DATE 08/22/2001 08/23/2000 SVC PLUS -- J'_ COMMENTS: k O Type of Inspection: INVeci a Date called: 3 s "01 ?-5' C) l . k)\\ .pv< 'rn►-1. C, v !n e . FPS GC1/t}SS s\ S1T- e-P4i- I ►A.trV ►c A vhciC -1 II +0 - 4•-C s t-P Q •'� CA (.7t ''it) J e r t PIYr•SS. r j * • • a G I V P✓'C. *_• 1 Q. . • t. C at . ' - a one( t ' t • . • . `` CCWG CAM 'T4 \\04 s2) Uvut' ketA aiv'ect y rec e∎% /R Li. a eeck∎v 2`k; ma'( - t - Ske ∎v,. -'vrr► wt f ki `` VIN-Q, ' fi r\',* S.ht \ 4 c\ v \ O) % 40 ('0 1'e Cihct \ t5 R % \ v • • .r fA%rS .SGt .liN. t. Projec . ( C i lQ ? vv Type of Inspection: INVeci a Date called: 3 s "01 G Address: _ ‘7)3r1s 32. A vt. s Special instructions: � 21-)2.-082- L` ' Date wanted: a.m. p.m. Requester: � 1 , \ Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: e ^" �� t Y � n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Date: 3 ` l O 0 T rs H D NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. PERMIT NO.: "' tb5 BUILDLNG PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation VValls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing 0 055 Exterior Wall Sheathing 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 1400 Final -Fire 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special - Grading, Excav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME � v /4 � )e J AL CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site 0016 Exposed insulation backing material ❑ 0017 Subgradc preparation including drainage. excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected O 0025 All wood to remain in placed concrete shall he treated ❑ 026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by ■ABO certified inspector O 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning applances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Plan Reviewer: Permit Tech: Date: Date: