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Home My WebLink AboutPermit D97-0182 - GERKING RESIDENCE - GARAGE AND STUDIOERKING RESIDENCE NEW GARAGE/STUDIO EXPIRED 97=01 8�! z ��Zw It JU UO, U� W = H. N LL W O. LL a' C� =d W Z� I- O z E- w LLI Do U Cl) O . OH WW � v_. LL ~O w z. U� p O Z ■ City ®f Tukwila (206) 431 -3670 Community Development/ Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, 4618 S 150 ST, TUKWILA, WA 98188 APPLICANT IS PROCEEDING AT THEIR OWN RISK. 4618 S 150TH ST, TUKWILA WA 98188 Parcel No: 004200 -0235 Phone: 206 242 -0499 Permit No: D97 -0182 Address: 4618 S 150 ST Status: ISSUED Suite No: DRY WELL. Issued: 03/27/1998 Location: PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Expires: 09/2/1998 Category: NGAR Flood Control Zone: N Hauling: N Start Time: Type: DEVPERM Fill: Landscape Irrigation: N Zoning: LDR Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Const Type: V -N Occupancy: PRIVATE GARAGE Gas /Elec.: ELEC k***** �r****** * * * * * *•k * *•k * * * * * * *•k•k * * * * * * ** *fir * * *�c *•k * * * * *•k *fir UBC: 1994 Units: 001 Fire Protection: N/A Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE cancel the provision of any other state or local laws regulating construction Wetlands: for and obtain this Slopes: Y Streams: S i g n a t u r e Contractor License No: OCCUPANT GERKING PHILLIP & MAUREEN 4618 S 150 ST, TUKWILA, WA 98188 OWNER GERKING PHILLIP D & MAUREEN Phone: (206) 242 -0499 4618 S 150TH ST, TUKWILA WA 98188 CONTACT FLIP GERKING Phone: 206 242 -0499 4618 S 150 ST, TUKWILA, WA 98188 k*************** k***• k** ir• k• k*• k****• kk*************• k *•k *•k *ikk * *k * * * *•k *•k * * *k * *•k *•klr�t•k *•kk * * ** Permit Description: CONSTRUCT NEW 432 S.F. GARAGE WITH A STUDIO AND .. CONNECT DOWNSPOUT ROOF DRAINS TO NEW GRAVEL DRY WELL. Tr***• k***** t**• k**: k**** �cit* �r• k********** k, k****** t*• k** k* k* t*• k * * * * * * * * *•k * ** * * *k•k * * * * * * * * ** Construction Valuation: $ 38,737.44 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: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public.: k***** �r****** * * * * * *•k * *•k * * * * * * *•k•k * * * * * * ** *fir * * *�c *•k * * * * *•k *fir *�c *�c *•k * * *�c * * *•k -k * *k *•k�c * * * *•k •k* TOTAL DEVELOPMENT PERMIT FEES: $ 814.49 k*** �r• k�c*** �c�clr** �c• k�c***• k�rk�c�ct *k *4 *k�c * * *k *9c�c. * *yk *•k7471rk * *�,k•k • kfr* i �k4r�lc4c* �c�ckk *•k *�c *�c * *l�rikk *k *k* i' Permit Center Authorized Signature: _ ----- VK _____ Date:�� _9 _ I hereby certify that I have read and examin 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 resume to give I 9 p p 9 authority to violate or y 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 rmi S i g n a t u r e Date --- - - - - -- _- -� - -- - - - - -- ------------------- - - - - -- ! D } Print Name: --------------------- 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. y ig3o17 ±e.ti Y) aM` i�?rZi` 4Vi��YW+ x+! rwMt.[ fN�fiSm':. �'+: h' flM•t' M1: �•, M�Kl, iir7.' fC+'+'..' n�`: er! ar•: rr..'.^.».:?" .ft,tt>.."'!4:1�:�•;'�•.r «;Nh °:H is r�e.'?}tS�G+MnINCl,.fk1V !Y!MAY Z �w JU UO CO J = 0) LL w0 L Q co 0 W Z= 1-0 w~ �5 U� O- off wW U LL O ..Z W U= O~ Z CITY OF TUKWILA Address. 4612, S 150 'ST permit.. ;Yc =. D'a7 -t'13? Suite: Tenant: 'State_. IS'SUED Type: DEVPERM Applied: 06'09/1997 Parcel # , 004200 -0235 I' '.ued . 0 27/ 1993 k•k•A :k*•k k k A k k)k•k•.k * k k A• k•k'k•4 k k k At k k:k•A• :k k k :k kA A k k:A•A••.k•k :k :k k :{ k :k ktk:b: <. i k A. k•k A. k :...A. 14, :4 k k :k A A .4 -A• k k k Permit Conditions: 1. No changes will be made to the plan_, unless approved by the Ar,chi teat or~ Engineer and the TLIkWi la Buz ldinq Division. 2. Plumbing permits _,hall be obtained through the �eattle- I,;ing County Departntettt of PUbl is Health. Pltrsrrbing will be inspected by that agency, including all gas piping (296-472:12) . 3. Electrica'I permits shall be obtained through the Washirtytort State Division of Labor- and Industries and al i electrical wo•r�k wi11._be inspected by that agency (243- 6630). 4. Al 1 mer.han i cal work sha l 1 be Under' separate per-111i t i S'-: ;Lred by the City of TUkwiIa. 5. All permits, inspection records, and approved plans, shal 11 be avai ]able at the job _.ite, prior, to the Start of any con- stt•uct i on . These docunsentS ar'e to be. maintained and ava i 1 - able-.until 1 f inal inspection approval is granted. 6. Any. exposed inS.Ulat ions backing material shall have a Flame Spread Rating of 25 or less, and material .shall bear identi- f i'cat i on showing the f i r,e per -for•mance r at inq thereof . 7. A1:1'cons.truction to be done in confor- manse with approved plans and ,t,equ i cements of the Urt i f Or•nt Bu i l d i nq Code ( 1994 Edition) as, amended, Uniform Mechanical Code (1994 Edition) , and Washington State Energy Code (1 994 Edition) . 8. Notify the City of Tukwila Building Division prior to placing any concrete. This. pr- ocedur-e i_, in addition to any reguit�ements. for- special inspection. 9. Validity of Permit. The issuance of a per °Writ or, approval of, Platlsc specifications, arid computations -.hall riot be con• - s trued' to be a permit for, or an approval of, any violation of any ' of, the pr�ov i s i ons. of the bu i 1 d i ng code or, of any i other, ordinance Of the jurisdiction. No permit pr-esusninq to give aUthority to Violate Or' cancel the pr-ovisions of this code shall be valid. 10. There shall be rtO Occupancy of the building( -) until t11e final inspection has been completed by the T0::wiIa Building Inspector. I 11. VENTILATION IS REQUIRE[) FOR ALL NEW ROOM'. AND SPACES, OF NEW } OR EXISTING BUILDINGS IN CONFORMANCE WITH.THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR {QUALITY CODE, CHAPTER 51-13 WAS:. 12. APPLICANT SHALL OBTAIN A WATER SERVICE PERMIT FROM WATER DI'_,TRICT # 125 @ (206) 242 -9547. 13: APPLICANT SHALL OBTAIN A 'SEWER HOOF. UP PERMIT FROM VALVUE 'SEWER DI'STRIC.T @ (206)242-3236. 14. Temporary erosion control measure: shall be implemented as i the first order of busines -. to prevent .sedimentation off - ; site or, into existing storm drainage facilities, 15. The site sha l 1 have permanent egos. i on contt•o l s»eaSUres it) place as soon as passible after- final grading has been completed and pr -ior, to the Final Inspection. t 16, It is strortq ly recommended that storm drainage de. i gns be cer- t i f i ed by a licensed engineer; otherwise, the owner, assumes liability tor' the design and any s.ubSequent related z hZ- Z CK W aa2 JU UO UD W = H CO W WO g LL? �a �w Z � z� W w Ua ON 0H W O wz U= O F' z Z FZ Z W- W QQ � JU UO UU W = f-. Cl) LL: w O. U Q N :3 = CY W Z F- O. Z 1-' w Dp U D !- w W �U LL WZ UCO o H O Z b CITY OF TUVWILA I Moll '741 3M Tel 21 Permit Center Project Number: ,� f= 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 jj 1908 (206) 431 -3670 Permit Number: � 4 L • r • r • • r • Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Value of Construction: Site Address: � City State /Zip: �i Tax Parcel Number: Property Owner: Phone: v Street ddress: City State /Zip: Fax #: 47— Contractor: 01 P"'-, c) r 07 t+ ) L'o P & r,D Phone: 1-12. - PAT Street ddress: City State /Zip: Fax It: ZAZ - &7- (o Architect: o� -- a a Phone: b7,1-3F +L Street Address: .�/ O` , L City State/Zip: /DLL, Fax #: Engineer: e�� % Phone: s5 io - � St eet Address: A)F lr City State /Zip: Fax #: s - Jt- Contact Person: '' 1.1 " Phone: 'Z-4Z - 04 11 Street A dress: Cit State /Zi Fax It Description of work to be done: r5N i 1. b Il/�J Ca/`>' �1 [��= k-)/V4 f7?N Di v 42PALE 4f- oaE ( Opt )v iV A w ' ror) Type of work: ❑ New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure �&arage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) 2,'17 sq. ft. Garage /Carport ��sq, ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 5.Sk sq. ft. Dwelling _�_sq. ft. Covered Deck(s) C13�3� ?Jt!�t" 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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill 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 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 application accepted. q Date application expires: Application to : (initials) �� • �� " � � � � '...,P�,EASE� SIGN. BACK OF APPL' (CATION. FORM :� �� . ` � � ` �'� SFPERMIT.DOC Z ~w 00 rn 0 W = U) LL WO �QQ LLQ co o 2d �W Z= F- O Z ~ W 0 O- 0 F- WW 2 u- O Z W 0 P _ O~ Z arm, '4W � 4 :. - r 'ate s s j C_...1 r0 .. ALL SINGLE: FAMILY RL5IDEN:T1 PE MIT APPLICATIONS MUST` BE EMITTED .WITH THE FOLLOWING:. . OFFICIAL DRAWINGS PREPARED BY REGISTERED ARCHITECT OR PRO, _SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED 1'-1 ❑ Copy of recorded 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 T }N�9;OF THE ffATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O FY. 1ZE19`AGENT•,'„ Signature: _ , -� ,, �_ .. •-�- Date: Print name: p ID Phone; 3 Fax - #:'LOZ- 949* Address: City/State/Zip: 6LA E 9g/2& SFPERMIT.DOC 2113197 .. � ;� - + �uK�r� •�.xa�ww�ae.euw....w_........ ... ..mow. Z ~w rr � JU UOQ U to w J = U) LL w0 U_ =d �w zM F- z� W w UU) U)_ o F- wW F- F_LL wz U- F= _ O~ z r Cal :1 u 1mr -r� i s �d i r ae VEM mi � ' *k+»+* -At +++ +*++ .CITY OFT NILA, NA -` lRANGMIT U *+k++*��+****++�*+n~�****�*»*��***++�+++*+*++�*++ TRANSMIT Number: R9700595 Amount: 309.24 06/09/97 16:00 Payment Method: CHECK Notation: MAUUEE-N GERKING Init: SL8 --'-----�---�-__-------------------_---------_-_--_----_---_---- Pe`mit No: D97-0182 Type: DGVPERM DEVELOPMENT PERMIT Parcel @o: 004200-0235 Site Address: 4618 S 150 ST Total Pees: 789.49 � This Payment 309.24 Total ALL Pmts: 309.24 ` Balance: 480.25 |'ik *+**+�*****�a***�**�*^+*a-ka it- a+**++**ik ***+a**�4,+'A+«�A-�** | Account Code Description Amount 000/345 .830 PLAN CHECK - HEG 309.24 � . � . . _________~_____~________-_____~____~__----_--~--_----~---.__---_ 06/1.1 7705 TOTAL 309"24 ^ S2 u' 0 UJ Z�� 0� �_ �0�� F_ �0 z =� �F 0 / z. ~- ,_ / r .F � •J.J .n. , r 'j. li••. %i•i�i• �r Sv::t, :, "f.f- ..r�`T�` .i;i r lr 1'f�� .. [J 1•'i 3 y "1 i Y .:•i.� :M j. t r 5 , h P r'l:, : _�, J Y.•' 'Y okstl #4skskkAkkskAkk:lk- tkkk46kk9ck k— kk' ttkk4slklk• Lkksl •kkikJ?A•k•k.•.kkk$kAt1%k•kA-4 TRANSMIT 4. kI.1'Y OF TUI(WIL.A. WA tkktkfi;kk4k4 # t tk kkka+k k T�� tk.k 1 IU'iNSVT Number: R..700734 Amount: 5 0r .25 03/27 F.� fi 0£3"41) PLjyme)it Method: CNECK Notatioil In i t . 14013 Permit too: D97 -0182 'r%)p*e: DEVPENIM DEVL"1.gNt41 :14T PERT IT Pjcrcel no: 004200 -0235 Site Address: 41:;18 S 150 ST Total .814.49 This Payment 505.25 Tat;a'I ALL Pmts: 814.49 13 al ance : „00 A � sL st t � s► st .* � .L l d �. t1 * * a,- -A.- 0 A..• � 1% 41 Asti /. sr �• •k :j � s1 A s1 .� sti i A A � it .t +� A -A -A. t -A. •A• .k A � -A Account fade "V1 Descr i pt i on AmQUll't 000/322".100 BUILDING -• RES 475.75 000/3. 43.830 PLAN' CHECK UTILI'('Y 10.00 000/386.904 ST AT E BUILDING SURCHARGE 4.50 41,2 34'2.400 INSI' i=,I:t: STORM DRAIN 15.00 ., tAtc k ':'r%'s:,`»,.a''�'.st. >Yi:i;7U3 k;;1AAY:L': ,k %n`x1++1: �• •'- i,tre.�.' Sz': yi d ! i "3. �SL$u SV3tid l$4 Ld Ri'Y fnYrkii�� iY»: 44 nilXe s d5ax?dit "lhb,,ltir xVtrS Rya))i+1 33d�1c`hhinBfiSye:7Jr z w W D UO Cf) III UU J i- DLL WO �QN ALL Q N/'� S V w z F' O z 1- w w U� CO ON O I- wW H L). LL —0 Wz U= O z y,.r �..�r•..,�v..a., +.�,r. -..�, ... .ice � __ _ ii � _... _.. .r � � _ :'Y_^ ��... _. .... ... .. , IjVSF�ETIUN`RECO� Retain a copy with permit F17 �9 INSPECTION NO. PERM T NO. CITY OF TUKWILA BUILDING DIVISION <`� - \. �° ! 6300 Southcenter Blvd, #100, Tukwila, WA 981-e8*' (206)431 -36 0 'rect: P Type of Inspection: Ad ress, _ '. Date cal ed; o O Special instructions: Date war} Led `1 P.M. Reques r P ne: C ( 04 - _Approved per applicable codes. El COMMENTS: required prior to ., � 4 `J I Inspector: Date: $47.00 REINSPE CTION REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspect on. Receipt No: Date: JJ� ■PfBltlAll�lyY3pGWWiIOYIW a "" .. . NA tl ..`hi:'`f�..i:�.:IlCiTA1.`.Va- r.. }�.4i.:.'. �/�� }L. _..._ 1... .. .... .. .. .. ,.. < .... k Z ~ W �QQ � JU UOQ w= H C0 U. WO La Cj)� =d I.. W Z = H F- O W~ W U� ON a F_ WW Z LLI UC0 H� O Z INSPECTION RECORD Retain a copy with permit - I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188A (206)431 -3670 Project: Ty of Insp ction: Address: 1 5 Date c lied: ►t 2— i 1a(D Special instructions: D �t i w ed: /Do a.m n p.m. RF ester: 1 I �, e Phone: Z L 2— �C FlApproved per applicable codes. Corrections required prior to approval. COMMENTS: n � r h f" U rt--• .1— � GsuL— 2- �- $47.00 REINSPECTICiWFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Receipt No: Date: .. i'; A�: I�. Y". �... �'$ S�V.'v/ �1ii •�•1..Ftilr'�'�:i�Y� «.en.il4 s.w+Meul.wr ..W.. '_•(.••. �aNT 1+.' #. .. �_. .... .a ... ...�.;J:] .. :•d.:�i "' ": ..;Y . .a v r:N °kiStS' u�w '' " ��^ P' �:« �' �."?' �oy; �y? M'" �i" t?'%'• �, �' �' �k9' i'.. u+ .'.`�rt'...2C.C�I,l�a.�w�"1ir� a+;.�'�^�M�l�(`lV,�;.. �J ?'� "'su:}�t�i�' `N"�U..it�..rt�... � �u�i •.�.''ot3.;,',�'s.�'�".�iil�t. Z ~ W UQCO W = H WLL WO 9-1 =d �W Z = I-- F- O WH W U� ON 0H W W LL O Z U= O~ Z S INbrtcI1UNNO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ,a �) 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Ad (206)431 -367n Project: 6 �� r P S �I N/ Type of Inspection. Jnh� Address: S - S� s Date called: 00 Special instructions: Date wanted: ,m 3- Requester. . —r 1 P onQ: 1 C 1.Lj ' -% 3 C P - -- - ---- -- ..... .......,F —L1vn, roc niwi uC Pd1U at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Receipt No: I Date: .._:: z�.:::.: �w: a.. r.: �:: �a.._.....,.:,..,_ r°: �::: �' d'"...... �'•_. �«.:'.:. �'...,..:'.- r� -.:.''x':.;.^�ssi::,'�i�. -#3a� ` ..: 'F, 'ate,. 'f . a' �M" irIG ^s`b5iy`1!tiFuiYt}�:wa��$`u:�t^ »kci�. r. VJ W = J � C0 U- WO LLQ =a W Z� 1--0 W E— LLJ U� O- 0H WW HF- O WZ U� r _ O f- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981ZY—_ +.1 - , 0 a A Q 012- 3 Wo- ct% T of Inspect' ron: I TK I'( 'late EV76e 1W S cial instructions: Date I ed: am Rf clues ft POW/ Approved per applicable codes. D Corrections required.p'*-"i'gr to approval. AMENTS: Inspector Date: -7— ) $47.00 REINSPEC TION IEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Z 3: W U0 C0 W W NW w0 U. 3: F- W z 0 F- W W 5. ON O I.- WW HC.) LL 0 z C.) C/) — 3: Z t� I4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188M (206)431-3670 r9jectj- n pec ion. 4Y SAM 156 Date called: Sp cial instructions: Date w9t1d: -7 ri C7 Reques . z2 A-.-op 1 Phone: 49 EJApproved pera'pplicable codes. COMMENTS: - L f Corrections required prior to approval. Inspector: Date- V hlf- -] r $47.00 EINSPECTION FEVEQUIREID. Prior to inspection, fee must be paid L� at 6300 Southcenter Blvd., Lice 100. Call to schedule reinspection, Receipt No: Date: Z W X 00 cf) a C/) 3: W W J I.- C/) LL WO LL cf) Z I- 3: FL 0 UJI W UD 5 ON— 0 1— WW Z.) 3: F- U- z 3: Z -- tcr..�'x".i ei'�'v `r- �`�R�r�'`'r`f°`mn•� wu�; z^t -v *z,� ,, • . ,-- .•.rte:... — . -^_'�"""'°- .. z .. .�a•v,�,,...;J ,�, INSPECTION RECORD Retain a copy with permit EP E�I _ T NO INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 206 431 -3670 6300 Southcenter Blvd., #100; Tukwila, WA 98188N ( ) 0 Approved per applicable codes. Corrections required prior to approval. F-] $42.00 REI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ''4i:?'r. i':Y7'+�fl<f >��F�P1r+`•`': S'b;� �.+} U+ �I:. :Yh�tJx±�:n�ki�.!�ini. *�: %k?`� �'�wtiF �i.�iG�i:Wi�� .Ii�D.i�. .. FjR�1+fY z ~w UO U) O J = I.— S2 LL WO LLQ U) =) :F I.— W Zr ZR W W U0 O- 01— WW H O .z W co O~ z 11 - 11 11 11 � I 1 1 ` City of Tukwila Steven M. Mullet, Ma Department of Community Development Steve Lancaster Direc September 19. 2001 q Mr. Phillip Gerking 4618 South 150th Street Tukwila, WA 908188 RE: Permit Application No. D97 -0182 4618 South 150th Street Dear Permit }-folder: Our records indicate that on November 25, 2001, one hundred and eighty days (180) will have passed with no inspections having been called for under Tukwila Building Permit No. D97 -0182. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void. If your project has been completed please call 1•01- a final inspection. II' you are actively working on it, please notify our orrice. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Division at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician \ss \c: Permit file No. D97 -0182 6300 Southcenter Bou tVa levard, Suite #100 Tukwila, sltingtoat 98/88 Phone: 206 431 3670 Fax: 206-431-3665 �0 UO N0 W W isi S2 LL W O. �aa LL Q Cf)� TO �- W ZX Z 0 W W U a O- CI F- WW 3:f LL Z LLj OF O Z :a 2,0110 Dear Sir, p I am requesting a time extension for my next ins/pr-ec 'n on my garage /studio project. I am only able to work on it during the weekends and the weather has set me back a bit. I am about a couple of weeks out for the next inspection and would appreciate some more time. aha k you Ak—, Permit number : D97 -0182 206- 242 -0499 0 . bu. z Z UO WU1 �w W� �Q =a �W z= �o W w D0 OCO O 1- WW F=-- U -- F u. O 111 Z. CO O~ z I . am wo mm CLM x W cm C=) N C=) 11 1z, (ID 00 v CV Lu� —j am wo mm CLM x W cm C=) N C=) 11 1z, (ID 00 L" gjM2%. S -1111)-IMPMA 1-111-11"z.i'll"",=".".Ill:r �*El :2 z C) lSl Of LL Q) Q) D� MOM LU �n C) LU ``J z Z W LL C Oo U) 0 W (1) w U) LL w0 U- CY W Z 3: 0 z �- W LLI 2 ::) L) D a U) 0- 0 �- W Lu z w O~ Z t- 1. May-22-97 12:13P Marshall R. Pihl, P.E. (206) 524-7051 P.01 �76ZUGTt�t �A.1- GA(rC, ULA`�"'1 b a�1 S (D 011- NLL -.%Oq K1 TONAL S14 F.xP';Ms 9/9/ 97 NOV 2 5 2001 EVED CITY R OF CEI TUKWILA PERMIT CENTER Z W D JU 00 UU Lu c/) w LL: wo, ua CY W z� 0 Z �- W W 2:0 D a 0 ON Lu w z w cf) z a May722 -97 12:13P Marshall R. Pihl, P.E. (206) 524 -7051 P.02 V-0 Nn = 1(9- QJ 24.1 r4 X 1, o� = :; Z ,b � f J �. 08 2�r,� L. (� tZ - �j 5F Z k Z ,,(p V Z,,, GUM - � •� i�.J i % � � � 5F A,z 2A x � ': a � Lo --, F X12 C�J c^ = i � � �+• P I E = T �-2 i /CI ;3 *`) = 77 rJ ET = o Sw� (VI i � S i SAP F6:� Lz� - � . '.v ± i. if `1:n �.t`.�' # � e ,!-- '.r ?itFy ss4�`i"t'v':tR livtf . tti wt v k��i °fi�'.f- `?:;lfi',:4;YW f 'h�`t3,C .� lik �1� �. � : v t `Z!� `i11'n "f�i� ' •• `!� h z w �2 UO W= H Cl) LL w0 U- a C,)� �w z� w� w Ua o� w C.) I . U 0 wz U= o s' z May -22 -97 12:13P Marshall R. Pihl, P.E. V i I � CAN CL� I (206) 524 -7051 P_03 4. k kLF�,p PAS x8 NSw - \- = 2- k O . (S5 K 18 Per = .1% � 2.3 it ;t. G. Q x10 V5 k �GXIO t X10`��. 116. �s K LF C `ilk L-A r� ra �, POT = .� K� + f'�•5 : (O�x }Z'K,015 +�x��klQlS tl7xgx,�I P rzc5 F6G - 2 z z �w 2 �0 UO 0 w= w0 �a CO D �a w z� W 0 W UC3 CO o� w IL O Wz CO) O E- z May-22-97 12:14P Marshall R. Pihl, P.E. Fl-'a-7 kl�3 1 N & W AS., l,lr... ID GSA (, (206) 524 -7051 P.04 1 =10x iOr� +` x l �'Q X11 ��'P F's-rE rn = , ul X t So x 41�J p� F ri _ I :�x 1�>0 x 3' = 33 a PLF i�l+s = 3Sx 2,33 tam x yL k 5,`�3 %Cv = ,'� 7 F -14. M ME .035x4 AP T -K - `� ►N - - M 6%Fy �d .��/1 -.15/({2 -a) � .o1y �.ol� A cz # 2. �3 c15 =2,S3 z ~W JU 00 W= H w U- w0 U. �_ w Z= U� 0- o� ww _ U. O z CO z t- J; M July 24, 1997 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Mr. Flip Gerking 4618 South 150th Street Tukwila, Washington 98188 Dear Mr. Gerking: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0182 Gerking, Phillip & Maureen 4618S150St 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 Planning Division. At this time the Public Works Department, Fire Department and Building Division have no comments regarding your application for permit. The City requires that two (4) 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 -3672. Sincerely, / C Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0182 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 * Fax (206) 4313665 '�� 9 7 7 '7tiw ?>.3 are:kK�; Sl, ? 4aurr �, s..a ^'';CC,^., =�r .r ^y�J1�e4:ar�;rt ��;�r : "Auk +c �4��n,:�: ff^ t�tx'C '*"C',";�rr.ard•�'++; +Sk atrw� h'v ^�ti�.`ta.:r�� `t: i+�L�%`?��.ii�n `�i "�' "F1r`�' 'Rk i��a u a•.. .4...�. ti.4 i c. W ".r�tw.a ,.i�.t.5.:,.n7w,:4 . c,:�.;.tru�`�s� z ~w JU 00 U J = CO W w0 U. < 0) =) =a Pw Z= F- O z i-- w W U 0 0- o�- W W LL O. wz U� P_. O z '• �� rrr M TO: FROM: DATE: City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING JULY 23, 1997 SUBJECT: Gerking Existing SFR New Garage /Studio 4618 S 150th St. Permit No. D97 -0182 Contact Person: Mr. David Autenrient Phone No. (206)763 -8346 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 23, 1997: Storm Drainage Permit Fee $ 25.00 Two copies of confirmed Utility Permit Application Form with plan are attached for inclusion in the permit file. JSS /j j s Attachments a/s cf: PW Inspector (w /copy of application /plans) Development File (w /copy of application /plans) Finance Dept (w /copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Paz (206) 4313665 rA) z ~w �U 0 NO J = H C0 LL w� LLQ �O =d �w z� I- O z F- w W UO ON O F- WW H� U. O Wz U= O~ z J�W � A City of Tukwila John W. Rants Mayor Department of Community Development Steve Lancaster, r , 7908 PLANNING DIVISION Please contact Michael Jenkins at 431 -3685 if you have any questions about Planning Division comments. FILE NO: D97 -0182 DATE: July 8, 1997 ADDRESS: 4618 S. 150th St. 1. The proposed plans indicate that a Kitchen will be included in the studio j space. The inclusion of the kitchen would make the unit an Accessory i Dwelling Unit. As configured, this would not be allowed under TMC 18.10.030, as all accessory dwelling units in this zone must be included in the primary detached single family residence, and not as a separate unit. Accordingly, the plans must be revised to exclude a kitchen. A copy of t the pertinent code section is also included for your review. E 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 (206) 4313670 • Fax (206) 4313665 sr�rrrrrm _ ., s i a Z �w JD UOQ w= C0 U- w0 LLQ co =a �w Z3: I- O Z ~ w D0 o- o� ww L. z w U= O~ Z TUKWILA MUNICIPAL CODE 8. In case uncertainty exists which cannot be determined by application of the foregoing rules, the Board of Adjustment shall determine the location of such use district boundaries. Applications for such special exceptions shall be a Type 3 decision processed pursuant to TMC 18.108.030. (Ord. . 1770 §23, 1996; Ord. 1758 §1(part), 1995) 18.08.050 Title compliance. Except as provided in this title: 1. No building or structure shall be erected and no existing building or structure shall be moved, altered, added to or enlarged, nor shall any land, build- ing, structure or premises be used, designed or intended to be used for any purpose or in any manner other than a use listed in this title as permitted in the use district in which such land, building, structure or premises is located. 2. No building or structure shall be erected, nor shall any existing building or structure be moved, reconstructed or structurally altered, to exceed in height the limit established by this title for the use district in which such building or structure is located. 3. No building or structure shall be erected, nor shall any building or structure be moved, altered, enlarged or rebuilt, nor shall any open spaces sur- rounding any building or structure be encroached upon or reduced in any manner, except in conformity with the building site requirements and the area and yard regulations established by this title for the use district in which such building or structure is located. 4. No yard or other open spaces, provided about any building or structure for the purpose of complying with the regulations of this title, shall be considered as providing a yard or open space for any other building or structure. (Ord. 1758 §1(part), 1995) Page 18 -20 Chapter 18.10 LOW DENSITY RESIDENTIAL (LDR) DISTRICT Sections: 18.10.010 Purpose. 18.10.020 Permitted uses. 18.10.030 Accessory uses. 18.10.040 Conditional uses. 18.10.050 Unclassified uses. 18.10.060 Basic development standards. 18.10.010 Purpose. This district implements the Low Density Residential Comprehensive Plan designation, which allows a maximum of 6.7 dwelling units per net acre. It is intended to provide low density family residential areas together with a full range of urban infrastructure services in order to maintain stable residential neighborhoods, and to prevent intrusions by incompatible land uses. (Ord. 1758 §1(part), 1995) 18.10.020 Permitted uses. The following uses are permitted outright within the LDR district, subject to compliance with all other applicable requirements of the Tukwila Municipal Code. 1. Dwelling — One detached single- family unit per lot, (includes factory -built or modular home that meets UBC). 2. Animal veterinary, including associated temporary indoor boarding; access to an arterial required. 3. Public parks, trails, picnic areas and playgrounds, but not including amusement parks, golf courses, or commercial recreation. (Ord. 1758 §1(part), 1995) 18.10.030 Accessory uses. The following uses and structures customarily appurtenant to a permitted use, and clearly incidental to such permitted use, are allowed within the LDR district. 1. Adult day care and adult family homes. 2. Accessory dwelling unit, provided: a. minimum lot of 7,200 square feet; b. accessory dwelling unit is no more than 33% of the square footage of the primary residence and a maximum of 1,000 square feet, whichever is less; c. one of the residences is the primary residence of a person who owns at least 50% of the property, d. dwelling unit is incorporated into the primary detached single - family residence, not a Printed December 18, 1996 ••i �. •,,� ..,b,+N�, r�riN!:; 9iR+" i,' k' f��." tSk�SL', A° S• 4SS{ i' A1: 47Y, j;" ja'$, Yt, �J" r' �r 'r'�tf.:.K•�1�'f..�5..,,4�iF'N4 t 7�M rS. p: t. �t? t' nu'; tiYYi•" �7'' YJ' J��}' Y�?:• v�?n�tSr ":h��h'k�,'�•;rie':;ir:';� iu�a...•,s'•..,. ':d. ci�".,.c.•�`Fi.. `•.:::_y:, aL _1111-1111-11 :, t. i.. .:- .,....v.......•x�.:t:.:4u..1 . ��::, �Y,.: c. �: ;7..:7:..e.'Y...r.:a..�.+..•!.r 1 z ~w �U 000 �W CO LL w0 U_Q Cf) D =a �w z= h0 w~ w D0 C/)_ o�_ wW LF_ LL 0 W U= z separate unit, so that both units appear to be of the same design as if constructed at the same time; 9 e. minimum of three parking spaces on the property with units less than 600 square feet, and a minimum of four spaces for units over 600 square feet; and ' f. the units are not sold as condo- miniums. 3. Family child care home. 4.. Garage or carport (private) not exceeding 0 1,500 square feet in floor area, provided it is located on the same lot as the principal use and is subject to the regulations affecting the main building. ' 5. Greenhouses (noncommercial) and storage sheds not exceeding 1,000 square feet in floor area. ' 6. Home occupations. 7. Parking areas. ' 8. Private stable, if located not less than 60 feet from front lot line nor less than 30 feet from a side or rear lot line. It shall provide capacity for not more than one horse, mule or pony for each 20,000 square feet of stable and pasture area, but not more than a total of two of the above - mentioned animals shall be � allowed on the same lot: (Ord. 1758 §1(part), 1995) 18.10.040 Conditional uses. The following uses may be allowed within the LDR district, subject to the requirements, procedures, and conditions established by the Conditional Use Permits chapter of this title. 1. Cemeteries and crematories. 2. Churches and community center buildings. 3. Electrical substations -- distribution. 4. Fire and police stations. 5. Libraries, museums or art galleries (public). 6. Schools, preschool, elementary, junior and senior high schools (public), and equivalent private schools. 7. Radio, television, microwave, cellular or observation stations and towers. 8. Recreation facilities (public) including, but not limited to, sports fields, community centers, and golf courses. (Ord. 1758 §1(part), 1995) 18.10.050 Unclassified uses. Landfills and excavations which the responsible official, acting pursuant to the State Environmental Policy Act, determines are significant environmental actions may be allowed within the LDR district, subject to the requirements, procedures and conditions established by the Unclassified Use Permits chapter of this title. (Ord. 1758 §!(part), 1995) Printed December 18, 1996 TITLE 18 — ZONING 18.10.060 Basic development standards. Development within the LDR district shall conform to the following listed and referenced standards: LDR BASIC DEVELOPMENT STANDARDS Lot area minimum 6,500 s . ft. Average lot width (min. 20 ft. street frontage width), minimum 50 feet Floor area ratio for all structure's 50% maximum Setbacks to yards (minimum): • Front Ist oor 20 feet • Front 2nd floor 30 feet • Front decks or porches 15 feet • Second front, 1st floor 10 feet • Second front, 2nd floor 15 feet • Sides 5 feet • Rear 10 feet Height, maximum 30 feet Off- street parking • Residential 2 per dwelling unit • Accessory dwelling unit See Accessory Use section of this chapter • Other uses See Off - street Parking & Loading Regulations chapter (Ura. I/.5t1 §1(part), 1995) Page 18 -21 ',� � i�'•,?�°'T'Y+1S.�ikS<�`.c �f�'�°�".F"?iR."X..7',! },3^ ,�n',c- ?'x;.a... +�.�ti."'�-��;Sr�N;� �;.�;,'''%.'i�'.ati.S 1 i`.t�,, � .f °'Fy r'S (�� k .�n .. .. ... z Q �w UO WC3 co W J = I- CO U_ w0 UQ WD =a F_ w Z= H 1— O w~ �D U� O o� wW U_z Cd N U= O� z CITY OF TUKWILA Permit Center H=1 5 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 ACTIVITY #: Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: t-Le- 41TP�16, (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. < a 3 ALPINE (PV- 3 X 2L° �} 1 �% �`7' , �3 x 2 I I ►I o � Z x Z 1'+0 N Ar TOTAL GLAZING AREA ->-> 167,15-1 (add entire column) TOTAL GLAZING AREA TOTAL CONDITIONED PROPOSED GLAZING FLOOR AREA PERCENTAGE �s S.F. S.F. x 100 = 14, The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. RECEIVED CITY OF TUKWILA ENRGYCOD.DOC 2113197 PERMIT CENTZR • -s'a �^t.�5s..w... -.:S'L � �. .L,.:_ :. �.:........ Jr:_:..: t_ w:.: w._...... 15., � :..:J_..s:._.�...a:. :.......... ...... .....�. ...._. y.. w.. .�_ ..».. .3 Z ~w D JU 00 0 w= S2 w w0 L? S2d = W Z h0 Z I- wW U0 O- OH W w F- Lo w Z U- E- _ O~ Z CHAPTER 6, PRESCRIPTIVE OPl IONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE 1 ENRGYCOD.DOC 2113197 .. '1, ^: t�'� ='��7''r�.�4^N'�','•.'�>`At c'�xit:dkN�"Y9i�°P,"�'.... �.�,... :..kw J « iii ?�,��`:rxx��fi..,�..�.,�.�tM�1 ��t�'` �. �, ��?! ti' is "`�R`�.`�u.`.�'ib�`,s..�i�J:��S a1�..'�.:� "'"..- _"x {�;�,r�' "., �.`i��A�:.�'"i� Z 2 ~w W2 D 00 0 W = F- LO w w0 U- =d �W z= ZF- w U� ON o E- WW F� O Z w v= oF- Z OPT I OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* 0 0 0 0 0 0 Glazing max: of floor 10% 12% 12% 15% 18% 21% 25% 30% U -value I 0.46 0.43 0.40 0.40--- 0.39 0.36 0.35 0.32 Door U -value 0.40 0.20 0.40 0.20— 0.20 0.20 0.20 0.20 (R- value) (R -2.5) (R -5) (R -2.5) (R -5) (R -5) (R -5) (R -5) (R -5) Ceilings: with attics R -38 R -38 R -38 R -38 ✓ R -38 R -38 R -38 R -38 vaulted R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 Walls: above grade R -21 R -19 R -21 R -19 ✓ R -21 R -21 R -19' R -19' below grade interior R -21 R -19 R -21 R -19 ✓ R -21. R -21 R -21 R -21 .OR exterior R-10. R -10 R -10 R -10 R -10 R -10 R -10 R -10 Floor R -30 R -30 R -30 R -30 ✓. R -30 R -30 R -30 R -30 Slab on grade R -10' R -10 R -10 R -10 R -10 R -10 R -10 R -10 * < two stories ' R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW. Selected Option is appropriate for this dwelling design. . official ❑ YES use. . ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2113197 .. '1, ^: t�'� ='��7''r�.�4^N'�','•.'�>`At c'�xit:dkN�"Y9i�°P,"�'.... �.�,... :..kw J « iii ?�,��`:rxx��fi..,�..�.,�.�tM�1 ��t�'` �. �, ��?! ti' is "`�R`�.`�u.`.�'ib�`,s..�i�J:��S a1�..'�.:� "'"..- _"x {�;�,r�' "., �.`i��A�:.�'"i� Z 2 ~w W2 D 00 0 W = F- LO w w0 U- =d �W z= ZF- w U� ON o E- WW F� O Z w v= oF- Z CITY O!- TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ACTIVITY #: H -15 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM .1 W.G. KITCHEN FAN 100 CFM %, 51 P. BATHROOM FAN 50 CFM 7—, E�, D, BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM ❑ WHOLE HOUSE FAN* O 50 CFM (1 -2 BEDROOMS) / (CHOOSE ONE) O 80 CFM (3 BEDROOMS) N(A 1V0 O 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: O YES O NO If a spot fan is designated as a whole house fan, the capacity shall be the lar er CFM re uirement. ❑ Whole house fan: Location Sone rating (< 1.5 if attic fan is closer than 4' to ceiling) O Whole house fan is listed /labeled "for Continuous use." O Whole house fan wiring for control routed to central location. O Whole house fan shall run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: O YES O NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be >_ 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port ( >_ 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: r"1l ..__...,.� :,...,,..., ..:. it lrnnr0 Whinh rialivpm nutside makeuD air through the ducting system. ENRGYCOD.DOC 2113197 ^ 1, 4i�1'�,A,�IiI.� ";iNf;Yv�l�it<R7 %"4'."�l�^h';.'t'� .ash '�`} -�r$�� fil.. ,xS•fx�ir4'�+Mi"V:,i'v�tY:`'Y`t n?(�I�.!Y.y.*',u.mfn; •�•T C. r.i;:,va�r.: .. ry.,'t'•5`.`�,'t,'S�r ^,e -t � n'. �e. ..?..;- at hlq.'�""y' }.L t.1t' ykb+� L.�.SYLL' .. e....bu'1'�LLS.k:w.. ..............-+... u: ..��....`...li...u«.a,......... ism.. �....... wJ `w....................w.�.s.... w.. w�.. �. �...._..... �., F......... �,.: 1.... 4G..+... «.�.....aa.....�..A..i...w....0 z ~w UO NO W = I- �LL WO 2� U_Q = CY f.. W Z = 1- F- O z I_ W W U� ON � F— W W 2 E— u- O z Uco O z City of Tukwila • John Department of Community Development Steve La July 8, 1997 Mr. & Mrs. Phillip & Maureen Gerking 4618 South 150th Street Tukwila, Washington 98188 Dear Mr. & Mrs. Gerking SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0182 Gerking, Phillip & Maureen 4618S150St This letter is to inform you that your permit application received at the City of Permit Center on June 9, 1997, was re- reviewed at the July 1, 1997, plan meeting. Your application was determined to be complete. Your permit has bi plan review process, you will be notified of any required corrections-or when y is approved. If you have any concerns or questions please contact me at the City of Tukwil Center at (206) 431 -3672: Sincerely, Kelcie J. Peterson Permit Coordinator File: D97 -0182 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431 -3665 rt +�ei�v}'; vu kk tsf'.usK'r +rstk�g v�fwi ".p !,ns e:w G� L C.'. ':�- r +�.�rSC'4.a+i+u:..5:f:.sui Lw..nii�.l.wliW:i ' t� ✓rF= ('��rlL:1:�f:`�b�r�CVla�� CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1670 06/09/97 Activity Table Processing BUILDING PERMIT Permit No: EST96 -01 Status: PENDING a�4. S�tiblr, o.,; su: 44 i��r t' x: x,` w'. c", a' 2. Yi1: rH: i :+1;k4.ti= �i7;:rik4:s";5rF" <`i}' "t't; cR.iii3'iiiilSirx ''��3i:d3s�rri�;Y, Si'�c:f�i«53"�iFiis`rF ,eLf,:'i'vkt1Y,`F'U?1kfn7Mti.' kisyiv✓' d!k;*i:[,�r,�d Z ~ W D UO . No W to W0 �a �W z F- O Z 1- W W D =p U O� oI- 'WW LL O W U =. z CITY OF TUKWILA Id: ACTP130 Keyword: UACT Activity Maintenance - Valuation Calculator Permit No: EST96 -01 . Status: PENDING Valuation Summary Occupancy Type Private Garages Wood Frame Dwellings Type V Wood Frame !e" User: 1670 06/09/97 BUILDING PERMIT S Date of Table used: 04/01/1996 Factor Sq. Feet Valuation 18.74 432 8,095.68 70.93 432 30,641.76 Subtotal: 864 Multiplier 1.00: Addl Fixed Amount: Total Valuation: Enter factors or F2= Select Occupancy ESC =Exit Val Calc 38,737.44 38,737.44 .00 38,737.44 z Q JU UO �O J 3: LL. WO �Q co Z) =d �w z3: 1- O w� U� O- w W' 2 —O .z W U� O z ptf , W 1908 June 10, 1997 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster Director Mr. Phillip Gerking 4618 South 150th Street Tukwila, WA 98188 Dear Mr. Gerking: SUBTECT: Development Permit Application Number D97-0182 NOTICE OF INCOMPLETE APPLICATION Gerking, Phillip & Maureen 4618S150St This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 9, 1997, was reviewed at the June 10, 1997 plan review meeting. Your application was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Public Works Division must be met. Public Works Division: Contact Joanna Spencer, Associate Engineer, at 433 -0179 if you have any questions regarding the following comments. The following information is required before the Public Works Division can approve your application for permit: 1. Public Works review requires the following on site plan: Existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. The City requires that four (4) 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 e Tukwila, Washington 98188 • (206) 431 -3670 o F8z (206) 4313665 .#'. �'� *M�4,�.*�7 . ?P?:. �.' 1t :�rj «Vr:"Y.M?P}f14TRVlui+{;YS;1 H4i(IhYXS`, ":1:'.7.k.'CI; �nLe•e�r- V��'.s}ymki y ervthi °ra. Y;}/,.`.:h,`+",' µlain; 'Nto_U:�: ;::�wy4:� -r. ry4,7s�r.�:3.i ?�SN.Y,f kh`ixl':n /.:4!r .. t�:ti",i`Y"i:�:S�r�::k. z ~w �QQ2 JU UO UD CO W Ws CO W w0 LL Q co D =a �w z� �= o z �- w w 0D ON 0 H_ W La ..z W CO o� z t , Mr. Phillip Gerking June 10, 1997 Page 2 If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson i Permit Coordinator Enclosure i l File: D97 -0182 s I i z Z U N O. COW NLL WO U- �D = d. �W z� o- w 2o UN 0 F- WW 3:U Wz CO U2. z I— I'.1.4,, PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0182 DATE: 2 -17 -2000 PROJECT NAME: GERKING GARAGE /STUDIO Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # — XX Revision # 2 After Permit Is Issued DEPARTMENTS: Buil id� g Division ,® Fire Prevention ❑ Planning Division ❑ AT 2 -Zq -w Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 2 -22 -2000 Complete 12111� Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route ❑/ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3-21 -2000 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ REVIEWER'S INITIALS: WRROUTEMOC 5/99 DATE: DUE DATE Not Approved (attach comments) ❑ DATE: �yryt+i, Tt+; i e¢Wptgm, "at'�; Y.ti++n,( #;y:, n }y fr ,rat' a?4u.•i!!�T^w; t .rirK•a...,�•,.,;ar az �;., id,'.�7i:'^.. M�:4�i'i:til�� I�l�i;t�+�'�" Yid} ��+: J. .a��,a':[e'�J`r`W_,�'.'4iir'!. +.. .2?3?. ?£,.tYt. .•#''`3i.. }�•,_ ,.��,k��, f`tr . �t�: L;. 5 ;1:u3'�.r�.:�t:=�i.''�u_,.Nr,,. w•t.•�:�`�A,.�...Fi :�� "S t ;'�.:a�e:,.�•V�x•�•^ r 1,rY .li +a.�� }t Tb�yt .i ,u:�r� °c�� z ~w 00 N0 (0 LLI J = H S2 LL w0 LLQ cj)m TO �w z� E- 0 z t- w w U� CO O— OH wW LL O z w U= O~ Z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0182 DATE: 2 -2 -2000 PROJECT NAME: GERKING GARAGE /STUDIO Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _ XX Revision # 1 After Permit Is Issued DEPARTMENTS: KEN Building Di ision Fire Prevention ❑ Planning Division ❑ Aw Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete ❑ TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DUE DATE: 2-3-2000 Not Applicable ❑ ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE 3-2-2000 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ❑ Approved with Conditions❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: WROUTE.DOC 5/99 DATE: I 3iYy 7 A fit4i ._.. ._.. ., .. : ri. ..:... . t, :.. � .....�...._............y. % � .rn _e ." ..l..i.r_rv....r.t 1! � u- = . , ..T1m, .: c`''7'•'"� z ~w Q�2 JU UO N0 C0 W J = H u� u. w0 LLQ (0 D TO �w z� F- O z t- w w U0 ON o �- wW �o wz U= O~ z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER • � toga DATE Wit O PROJECT NAINIM �i'��pf ,'� • ae vie ', DEPARTMENT: BUILDING DIVISION Y!j FIRE pFvENT16NE] PLAINNT G DIVISION PUBLIC WORKS STRUCTURAL PERMTI C OR�D�IN 70R DETERMINATION OF COMMETENESS: (T,Th) DUE DATE COMPLETE NOT COMPLETE NOT APPLICABLE E] COMMENTS TUES /TIlURS ROUTING: PLEASE ROUTE Fl NO FURTHER REVIEW REQUIRED i ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE APPROVED F APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE CORRECTION DETERI Ni ATION: DUE DATE APPROVED [:] APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE C:ROUTE -F \ (Ce:dfinrion of oceupusy rcquired. ) A.,;X�.?f�?"'P;4",#�,°?'t'„ t3�tatq'7�1; a n.�; af':^ Oct t+ nv ";i��,ti�� {;�s�b ";r t'3• m+w m.;y'�4^c�,q�v;;� .cNOY�Y � �i,;�+t ihWy:?�3zi�s }i;?n�, f s� .�.. ...tip.::. +�:. ,>. L; c:.::.: a... ,.,.�,.�...,:.•�:..:...�:;:;t.: .��: a •� M z �w 00 Cl) 0 J = NLL w0 �Q C0 =0 I-- w z� z° W UD O CO. 0 F- ww LL O wz U= O~ z q- ■ ?2x mid C=rmroitmy Caqj PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D97 -0182 DATE 6/30/97 PROJECT NAME GERRING PHILLIP & MAUREEN D PARTMENT: an ING DIVISION PUBLIC WO FIRE PREVENTION N A- � -I- STRUCTURAL NP ❑ PLANNING DWISION ❑ P & C� INATOR DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS DUEDATE 7/01/97 NOT APPLICABLE ❑ TUES /TI3URS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff. make copy to master file & enter Sierra.) REVIEWERS INITIAL I DATE APPROVALS OR CORRECTIONS: (ten days) DUEDATE 7/15/97 APPROVED ❑ APPROVED W/ CONDITIONS E]. NOT APPROVED (attach comments) Co((eOm L6V t ( rnai 1�d -1- -aH- 'q REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS ❑ DATE DUEDATE NOT APPROVED (attach comments) ❑ (Certification of occupancy requimsd. ) x ,, ��, � .�'df��ki4�`�'7�.,.'�4i�+�s1��, tCzt.2krai°Q,• ":;�� .. %'?tlri ?l °�x ti«�tM.i''.? ac�r7ati, �.'�.. �,.`,°""'h,..a'�i .:..`�"a"a:aretsuti"�.« ��.::�::�:�;:a`,.'-.`i�'.:.� ��. �:'.��''" ti �'1" �e�ef,: �` s�, ��..Y�.�l�:i"."".,^S�fL'��:..� t�`� z ~ w WM D JU UO 0 WH �U- WO LL Q =a F- = W Z wF- �5 UD ON 0 H- WW 2 LL 0 z W U= O H z P�.�rmi� c��ordina�cor copy PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D97 -0182 PROJECT NAME GERKING PHILLIP & MAUREEN DATE 6/09/97 DEPARTMENT: BUII..DING DMSION 0 FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR DETERMINATION 6; M L� S (T, Th) DUE DATE 6/10/97 COMPLETE ❑ NOT COMPLETE NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INPI'IAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 6/24/97 (APPROVED ❑ APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL DATE C:ROUTE -F DUE DATE NOT APPROVED (attach comments) ❑ (Cerdficadon of occupancy required. ) +stii.i T 4 1 '�Lr 61' p'W ! i M tn'i T4 'M +.:IAAr• } W!'). "� N4i"v'.X. . W ! ", lisa v^ W fE ,�,'•,i,"`r t'+h. ':� ...;,,.�„7v6 �� 'S'4' "?, °Y t�ri`},5.. •. ✓T.'y';.:'•:�.�:.� . s. o. ��''° �:.z a. i��. i. :�l.v4.:u:k�.w..+.+.:�;ca•.�r� . •- ii �1:'':a`ih;r��;?¢,``y?_,'� c'W,. P , Y1, r +'^ � v � „u . z Fw 00 00 J = H Nw w0 L? Lo d 3:w Z F- t-- O z H W w D0 O- 0H wW F- tL O Wz UN p _ O~ z PROJECT NAME: �ev k . C� PER.. IT NO:1 C(� Site Address: -1(a J I -- 2-000 I w r I 2,-2-)-000 Summary of Revision: Original Issue Date: Received By: e O REVISION LOG LN ision o. Date I Received I Staff Initials I Date Issued Staff I Initials J I -- 2-000 I w r I 2,-2-)-000 Summary of Revision: N1 VA Received By: e O R ceived By: (.C..I C A� (please print) Revision No. I Date Received I Staff Initials I Date Issued I Staff Initials I Staff Initials Summary of Revision: Received By: Received By: Summary of Revision: 2XY 5t- ht ih r- op-(%, trl cxp -b ' SS l I r . E k- 11 h hfi I I C -Fce1- e eQch e d • Received B X (please print) Revision No. Date I Received I Staff Initials I Date Issued I Staff Initials l Summary of Revision: Received By: Received By: (please print) Revision No. Date I Received I Staff Initials Date I Issued ( Staff Initials I I I I Summary of Revision: Received By: Received By: kpleazc pi 11111 Revision No. I Date Received Staff I Initials I Date Staff Issued j Initials Summary of Revision: Received By: ip ease p Il111 '!A`. k. .cam. 'i> c.... +'F"J�'.. ;7 �w n.n+iacx �v. �s.MgrN �v4'� ..t., ,, «... :�w- •r., :,�1 �<s., .,y., .:..Ir:�:�� " +': aa:• ":r,; :.;.,:r,.:..r..� <.,,. I �..,.....__w... ..:..."� C z ~w JU U N0 J = F- N U- w0 UQ UD =0 �w z= �- O z t- w w U� O— ON ww F- tL O tli z UU) O~ z Olf a s A 9 l s 1908 City of Tukwila John W.- Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc, Date: �% ` 1� -� Plan Check/Permit Number: ❑ Response to Incomplete Letter # i ❑ Response to Correction Letter # Revision # �_ after Permit is Issued Project Name: Project Address: Contact Person: Ifs! Phone Number: -- ��+�a►i lam..... o fj.� Mir w FWAMM R OFVK�,4F • ry `ZQQ { ER PERM1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (Entered in Sierra on 2- I 1 ' 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 4313665 �'',° "fir "'.,�,la.#4i?.t'�`�''i..r'�4V E3.�.,7w.tP.l,< Wr.d�a.b.�, .1•i,. .1.�r �.,F,..., p; ........� ....>........ ...,...,...,...... ».,..,_.._.._ ...,.,�.., ..� .. ................T.._...,.,.f._. �..._......_......:�., »;t,?�_. ....... .._ ».... _...�... z ~w W2 J0 UO N0 CO w J = H (0 U- w0 �a �:D =a �w z�- �- O Z F- w W D0 ON o�- ww H U- 0 111 z CO O~ z rs� • 1908 City of Tukwila John W.- Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will,not be accepted through the mail, fax, etc. Date: // 2— �`� Plan Check/Permit Number: �q J7 Response to Incomplete Letter # Response to Correction Letter # Revision # —"'L after Permit is Issued Project Name: 1 Project Address Contact Person: —�-,�, n uA., Y_,r' �t�T"ry i n"D . r-c . lid V.-. � 7 � of OM WIMS ... PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Lit 1 rU mix R---Entered in Sierra on 06/29/99 6300 Southcenter Boulevarc4 Suite #100 • Tukw la, Washington 98188 • (206) 4313670 a Fax (206) 4313665 "' tai"^ T` xa��%{ S° �' t��' ��` ��9fi�. �' �4�tt ..��..t5.ti. }�`�!� }rt�..'.;�,�. .; i�; f�: i,:1 fa: �u�. .i .u._... ��'�.w�'..'.....w..:.._...,.. .t'.1:�. ,. �.�•.^��._....�, a........w......`.j� .. _......Wi'i »�'',.:......�`..,.Y :!�.P �._.�.Lw ..�., �._....,.. ...r 11;� z w D JU UO ND J = to LL W LLQ ND =0 �.w z= �O z F— w w U� O- o1-- w wz CO O1-- z JUN -30 -1997 08:02 NBBJ STUDIO 14 206 621 2306 P.01i01 CITY Of UKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA X197 PERMIT CENTER DATE: IZI�iPIa� PLAN CHECK/PERMIT NUMBER: -. r- - .r h..., , it _ ,..... PROJECT NAME: PROJECT ADDRESS: —LU 4�v 6 1 5() ,. CONTACT PERSON: klAV %-94J2 PHONE:C/ 1) ZAL -17411 REVISION SUMMARY: 4&D 7nC 41112141' _r0-A)0—X) L L ' =a• •tu. • y �' •all sr :�— — - SHEET NUMBER(S) A - ( A-Z, "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 3/19/96 TOTAL P.01 . tai'"1'? ??3. t., �Y; '`T:�°�A.9.d.4'¢Y;+/a'w:`1iS`�t �F' f'• j4r+'+ ies. if'' ti:" d "32.`t'd..t?i`z'',at'�+y..',?r. '3.',`.t`N::1?�'�`ti..' fv`v°. RM'. "xiJYi�t`+'. �w z ~ W JU 00 V) 0 co W W = H NW w0 LL ? cf' a �.. W z� ZO W W U� O_ OH W W 2 HL) LO w z U= O~ z �J,�NIILA,Ny�,,9 Z a poi 1908 CITY 01 XMILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA AUG 2 2 1997 PERMIT CENTER DATE: ��'�' PLAN CHECK/PERMIT NUMBER: PROJECT NAME: IMA147-0mJ PROJECT ADDRESS: 4LB l`?:- 5. l5b S-C', CONTACT PERSON: r-U.P PHONE:Uvloi ZAZ- 04119 REVISION SUMMARY: 1xLa_CCp Gv rA ma -orr. SHEET NUMBERS) Q'Z "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 3/19/96 `' '''.'^�+,%.!��'''.'.?�+,'t7?3;- si' r;',. cr'7,;±kr,.=^'m?�}�`, ?.r!r�±7'? t?`� • ti �`"' ✓n- v�?`<. rxtt a< ice s axx, w , ,Y;". " ,�?F' ,. .. .... n F 4��R��..._�S § - -' - � � - $-t'Y* P, '�Ya�x, . i��'r i.N',?�;*;.: ,-^ v .�'.�.a'�;,.,u..:�}'!u,.; "•e;1f "2 �4c_,y Z ~ W �QQ � JU UOG W 2 ♦- S2 w wo LLQ cod =w z� I- O WI- w U� O- O I- WW F- U_ O Z W U= O~ Z ® Residential Sewer Use Certification „G nom (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684 -1740. (Please print or type) -P Owner's Name _ _ �?- 1� - ►(�}• 'Fib -CAP (Last, First, Middle Initial) Property Tax I.D. Number ©OL12 U0 - �0 2,35' Property Legal Address: Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) Property Street Address -1V City, State, Zip Owner's Mailing —~ Address (If different from above) Owner's Phone Number ( ) ` Lj`lGj Property Contact• Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District u - ^ Uuc- Date of Connection: For King County use: ; Account;# Monthly Rate Six Month. Due ..... . Side Sewer Permit # ��l y� Qf Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 i El RECEIVED 5 or more (0.64 RCE per unit) CITY OF TUKWILA No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = For condominiums, please fill out Supplemental Form A in addition to this form. PERMIT CENTER I certify that the information given is correct. I and stand that t pacity charge levied will be based on this information and any deviation will require resubmission of cted at 7rtermi, ation of a revised capacity charge. g Signature of Owner /Representative _ Date / t Print Name of Owner /Representative ►! l� 1057 (Rev. 11/06) White - Kino Countv YRllnw — I nr ni Sawar Ananmt Din, ._ en...n. r•.. . A� SAC' tlCflax v'hY• a i +43tCr ts+ t?' u ra7:ah";dy r�'"1'�`�", S +Xa h•sf`�n' S'Nt+'�;•�i'Ajl"%2 r-, It...�s.�".'.�""rN''m.�a• 4 L: z I W WQ � J UO Cl)o J = f- �w WO U? ry w I- z� E- O z H W W U� C0 o I-- W W L O z w UC0 0 N O z u & Residential Sewer Use Certification K G cot's ,.,. (To be completed for all new sewer connections, reconnections, or change of use of existing connect This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitai facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent fo of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer custor charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at E (Please print or type) Owner's Name —6L/GCT _ For King County use: (Last, Firs, Middle Initial) Account # Property Tax I.D. Number �o�(L °�' " O 23� Property Legal Address: Monthly Rate _ Subdivision Name __ Subdiv. # Six Month Due Lot #_ Block # Building Name (if applicable) _ Property 16' Vtb Street Address, City, State, Zip a'ot Owner's Mailing Address (If different from above) Owner's Phone Number ( ��) ��2 - O L09 Property Contact Phone Number ( ) Party to be Billed (if different from owner) Party's Mailing Address (if different from above) City or Sewer District Date of Connection: Side Sewer Permit If `/ 01 �? �- Residential Customer Please check appropriate box: Equivalent (RCE) Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = �� For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I undo stand that i p acity charge levied will be based on this information and any deviation will require resubmission of cted at r7termi ation of a revised capacity charge. Signature of Owner /Representative _ _ _ Date- Print Name of Owner /Representative 1 1 a a 1057 (Rev. 11196) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer ,.�v.'a"� ;°! N« ��r,,;' �f7�•``a a+ P�^;;• �; �^; �' �"+ 1��ii 'r,;��Y}��`Y,v,.'it�:t`� ^if �`. �;r�.' ��<...,,; 1 ......d__._.�.,.,.�..,._ ......... M...w...__,,...._,.._.. ..._.v... _.�...i�:._....��w. � ..� ». ... '_`........._.....,..,...�._ .. Iz- z �w QQ� JU UO N0 J = F- �w w0 U_ a co =) =d F_ w Z= F- 1,- O z F- w w U� ON o F- wW F- u- O w z U= O~ z MAXIMUM ALLOWABLE % OF FLOOR AREA IN GLAZING: OPTION N TABLE 6 ACTUAL 9. OF AREA REGI tIECT - r. L=am GERKING STUDIO /GARAGE 4618 South 150th Street Tukwila, Washington 98188 COVER SHEET & PLOT PLAN U -VALUE 0.40 _I U -VALUE 0.40 DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: LKC /DOA CHECKED BY: DOA SHT. A -1 MAXIMUM ALLOWABLE % OF FLOOR AREA IN GLAZING: OPTION N TABLE 6 ACTUAL 9. OF AREA IN GLAZING: 14.629. OF rLOOR AREA GLAZING CLASS: U -VALUE 0.40 WINDOWS: U -VALUE 0.40 DOORS: U -VALUE 0.20 • e 1 CODE: CUMATE ZONE: HEAT TYPE: INSULATION VALUES: THERMAL STANDARDS FOR OPENINGS - RESIDENTIAL REQUIREMENTS: GLAZING CALC. AIR INFILTRATION CONTROL: MANUFACTURED DOORS /WINDOWS: CONFORM TO SECTION 502.1.5 OF THE WASHINGTON STATE ENERGY CODE. MOISTURE CONTROL: (INSTALL VAPOR BARRIER ON WARM SIDE OF INSULATION) WALLa VAPOR RETARDER BONDED TO BATT INSULATION; INSTALL WITH STAPLES NOT MORE THAN 8 INCHES ON CENTER AND WITH A GAP BETWEEN AND OVER FRAMING NOT GREATER THAN 1/16 "; OR, VAPOR RETARDER OF ONE PERM CU° RATING (4 MIL POLYETHYLENE). ROOF /CEILINGS: VAPOR RETARDER OF ONE PERM CUP RATING (4MIL POLuETH : "I.FNr) INSTALL CONTINUOUSLY. ENCLOSED JOIST OR RAFTER SPACES: PROVIDE MINIMUM OF ONE INCH CLEAR VENTED AIR SPACE ABOVE INSULATION. TAPER OR COMPRESS INSULATION AT PERIMETER TO INSURE PROPER EXTERIOR VENTILATION. PROVIDE MINIMUM OF FOUR SQ. INCH FRESH AIR PORT IN EACH HABITABLE ROOM. VENTILATION: TEMP. i •JNTROL: DUCT INSULATION: SHOWERS: WATER HEATERS: ENERGY NOTES WASHINGTON STATE ENERGY CODE. 1994 EDITION AND SEATTLE ENERGY CODE SUPPLEMENT. 1994 EDITION CHAPTER 6 - PERSCRIPTNE REQUIREMENTS APPROACH RESIDENTIAL. ZONE 1 ELECTRIC RESISTANCE (COMPONENT METHOD APPROACH) WALLS: R -19 ENCLOSED CEIUNGS: R -30 (VAULTED), R -38 (ATTIC SPACE) FLOORS (OVER UNHEATED SPACES): R -30 SLAB -ON- GRADE: R -10 RIGID RESIDENTIAL 57.75 GLAZING SF 395.0 HEATED FLOOR AREA EXTERIOR JOINTS /OPENINGS: SEAL, CAULK, GASKET OR WEATHERSTRIP TO LIMIT AIR LEAKAGE AT EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF; OPENINGS AT PENETRATIONS OF UTILITY SERVICES AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE. FOR HEATING, THERMOSTAT SHALL BE CAPABLE OF BEING SET FROM 55 -85 DEGREES FARENHEIT AND OF OPERATING THE HEATING SYSTEM. THERMOSTAT TO BE AUTOMATIC DAY /NIGHT SETBACK TYPE. - 14.62% THERMALLY INSULATE ALL PLENUMS, DUCTS AND ENCLOSURES IN ACCORDANCE WITH TABLE 5 -11 OF THE WASHINGTON STATE ENERGY CODE. PROVIDE FLOW CONTROL DEVICES TO LIMIT TOTAL FLOW PER SHOWER HEAD TO 2.5 GALLONS PER MINUTE. ALL WATER HEATERS SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND BE SO LABELED. WATER HEATERS INSTALLED IN UNHEATED SPACES ARE TO BE PLACED ON FLOORS INSULATED TO A MINIMUM OF R -10. F- 0 V) O 46th AVE. SOUTH PROJECT ADDRESS: LEGAL DESCRIPTION: ASSESSOR'S PARCEL NUMBER: TYPE OF CONSTRUCTION: PERMIT SCOPE: SCOPE OF WORK: LOT AREA: LOT COVERAGE: 9: OF LOT COVERAGE: AREA CALCULATIONS: ZONING: SEISMIC ZONE: SITE PLAN SCALE: 1" = 10' --0" PROJECT INFORMATION 4618 SOUTH 150TH STREET TUKW U. WASHINGTON 98188 242 - 0499 680 -9298 PAGER 4618 SOUTH 150TH STREET TUKWILA. WASHINGTON 98188 THE SOUTH 150 FEET OF THE PEST 1/2 OF LOT 14 IN FLOCK 2 OF SECOND ADDITION TO ADAMS' HOME TRACTS, A5 PER PLAT REC P-EDE IN VOLUME 12 OF PLATS, PAGE 90, RECJP_PS OF KING COUNTY; TOGETHER WITH AN EASEP-ENT FOR IN)RESS, EGRESS AND UTILITIES OVER AND ACROSS THE VS f 10 FEET OF THE EAST 1/2 OF LOT 19 IN SAID BLOCK 2; S1TLIIEED IN THE COUNTY OF KING, STATE OF WASHINGTON 004200 -0235 TYPE V - N NEW CONSTRUCTION CONSTRUCT A GARAGE /WORKSHOP AT GRADE WITH OFFICE /STORAGE ON LEVEL ABOVE 9,480 S.F. 1,694 S.F. EXIST 620 S.F. NEW (INCL. DRIVE & WALKWAYS) 2,314 S.F. TOTAL 24.4 Z CONTITIONED SPACE GARAGE LEVEL (UNCONDITIONED) STUDIO LEVEL TOTAL LOW DENSITY RESIDENTIAL SEISMIC ZONE 3 GROSS SF NA 432 432 P Plan Check approvals are and orIssIons and approval of I Understand that the f any t to errors a ��:y3.�On O S Ui n s does no ,uthori2 'the vv.) a,;o o con i,.:; oc o rdinance . t acia;;to'' cods ; ; a nsacknow led3eo. It �c.tor's 1 1 By Data Pori-WI No SHEET INDEX Al PROJECT INFORMATION, VICINITY MAP, SITE PUN. GENERAL NOTES A2 FLOOR PLANS dr BLDG. SECTIONS A3 ELEVATIONS S1 STRUCTURAL NOTES S2 STRUCTUPAL PLANS & DETAILS 2 - E t PAS' TE PERt•,1t f .. REO, „ FOR: w , rAL U CEIVEt1 CITY OF TUKWi(A PERMIT CENTER Dcrz-oiet • I 11 Z (:1 P Sl93y q. A ' S1 - Z — i T 24= ! 2 l1 I 1 1 C 1 ! 1 I } .L. 6/9/97 PERMIT = ► i 1 it PI I I 1 CHECKED BY: SHT. A -2 Il IA i1 SLOB I I 1 ry � tti 55:� 11 P. II II it 1i - 1i i 1 , 1 N , I d 12:12 — �SLO�PE �- 12:12 I 11 (:1 P Sl93y q. GERKING STUDIO /GARAGE 4618 South 150th Street Tukwila, Washington 98188 FLOOR PLANS / SECTIONS I DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA CHECKED BY: SHT. A -2 i m Cu A 2'-0' A- 8'-0' 0 SCALE: 1/4" = I' -O" ROOF FLA 6' -0' 18' -0' 22' -0' 8' -0' A B A VENT AT BLOCKING BETWEEN EACH TRUSS, TIP. 3' -3 1/2' 7T 0 II' Cu i m 0 SCALE: 1/4" = II-O" 18' -0' 2 • ,; Ktche UPPER LEVEL PLAN N f. ' 5.5 12 BUILDING SECTION - A %ALE: I/4" = II -O" ry It) ROOF ASSEMBLY FLOOR ASSEMBLY SLAB ON GRADE TYPICAL EXTERIOR WALL ASSEMBLY FLOOR FINISH ON 3/4" PLYWOOD OVER ASPHALT ARCHITECTURAL SHINGLES ON 30# BUILDING PAPER OVER 5/8" PLYWOOD (05B) DECK ON PRE - ENGINEERED TRUSSES (SPACED PER STRUCTURAL), R -38 BATT INSULATION, VAPOR BARRIER, 1/2" GWB WITH PAINT. 6" EXPOSURE VINYL OR CEDAR LAP SIDING OVER 1/2" PLYWOOD OR OSB (NAILING PER STRUCTURAL) OVER CONTINUOUS VAPOR BARRIER ON 2x6 STUDS AT 16" O.G. (P.T. SILL PLATES), R -Ici BATT INSULATION (PAPER FACED), 1/2" GWB WITH PAINT. CONTINUOUS VAPOR BARRIER, TJI FRAMING AT 16" O.G. (PER STRUCTURAL), R -30 BATT INSULATION (PAPER FACED), 1/2" GWB WITH PAINT. C) 4" CONCRETE WITH REINFORCING PER STRUCTURAL OVER MIN. 6 MIL CONTINUOUS VAPOR BARRIER OVER GRAVEL FILL ON UNDISTURBED SOILS. B1 1� ; - ► �-- n • 1 9 Ll 5' -9' GONG WALK A 3' -6' CONG. WALK 12 12 L 4 in _J v RAVEL DRIVEWAY 3' -0' 12' -0' 6AIRAE LEVEL PLAN 0 SCALE: 1/4" = I' -O" BUILCiI\ SCALE: 1/4" = I -O" - 3 x 247' G - arage (Unconditioned Space) 18' -0' GARAGE (UNGONDI TIONED SPACE) 6 SECTION - B L 3' -0' E XPIREQXPIR ED A NOV d 6 1001 EXPIRED EXENRED 'On zZoa1 I' 0 ;: I n 1 ` I, yEP241997 • I I 0 SCALE: 1/4" = EAST ELEVATIO NORTH ELEVATION O SCALE: 1/4" I • SOUTH ELEVATION O SCALE: 1/4" = 1 %ALE: 1/4" = ILO" : ELEVATIO\ (U OD i BOTT. OF CEILING F.F. UPPER LEVEL F.F. MAIN LEVEL (SLABE ON GRADE) BOTT. OF CEILING F.F. UPPER LEVEL F.F. MAIN LEVEL (SLABE ON GRADE) • EXPIRED NOV 0 5 NM S .? r" RECEIVED CITY OF TUKVVILA 1' A 1i 9 1 PERMIT CENTER 2: VICIA\FLIP\F-A3-RI2 Sun Jun REGr FRED AUDIO /GAI BUILDING ELEVATIONS �- � DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA CHECKED BY: SHT. 4- 3 • I I 0 SCALE: 1/4" = EAST ELEVATIO NORTH ELEVATION O SCALE: 1/4" I • SOUTH ELEVATION O SCALE: 1/4" = 1 %ALE: 1/4" = ILO" : ELEVATIO\ (U OD i BOTT. OF CEILING F.F. UPPER LEVEL F.F. MAIN LEVEL (SLABE ON GRADE) BOTT. OF CEILING F.F. UPPER LEVEL F.F. MAIN LEVEL (SLABE ON GRADE) • EXPIRED NOV 0 5 NM S .? r" RECEIVED CITY OF TUKVVILA 1' A 1i 9 1 PERMIT CENTER 2: VICIA\FLIP\F-A3-RI2 Sun Jun I lex to -1 ELECTRICAL SYMBOLS LEGEND (IIO) DUPLEX OUTLET (110) DUPLEX OUTLET, BOTTOM HALF - SWITCHED (110) DUPLEX OUTLET, GROUND - FART- INTERUPT (I10) DUPLEX OUTLET, WATERPROOF (220) DUPLEX OUTLET (110) .DICTION BOX, DIRECT WIRED CABLE TV OUTLET TELEPHONE JACK TELEPHONE/DATA JACK (DUPLEX) DIMMER SWITCH (2 -WIRE) SINGLE -POLE SWITCH (2 -WIRE) SINGLE -POLE SWITCH (3 -WIRE) DOUBLE -POLE CEILING LIGHT, FLUSH MOUNT FLUORESCENT [:] CEILING LIGHT, RECESSED FLUORESCENT • CEILING LIGHT, FLUSH MOUNT FLUORESCENT • CEILING LIGHT, PENDANT • CEILING LIGHT, RECESSED GAN 0 CEILING LIGHT, RECESSED EYEBALL ▪ CEILING LIGHT, RECESSED HEAT LAMP W/ EXHAUST FAN (50 GFM U.N.0) • CEILING LIGHT, RECESSED INCANDESCENT RATED FOR WET LOCATION ▪ EXHAUST FAN (100 GFM ® KITCHEN U.N.0) (50 GFM ® BATH/UTILITY U.N.O.) ® CEILING SMOKE DETECTOR: TO BE HARD WIRED WITH BATTERY BACKUP WALL LIGHT, FLUSH MOUNT INCANDESCENT WALL LIGHT, RECESSED INCANDESCENT WALL LIGHT, FLUSH MOUNT INCANDESCENT, UP -GAN WALL LIGHT, FLUSH MOUNT INCANDESCENT, UP /DOWN -GAN WALL LIGHT, FLUSH MOUNT INGANDESGENT RATED FOR WET LOCATIONS WALL LIGHT, FLUSH MOUNT INCANDESCENT, SPOT WALL LIGHT, FLUSH MOUNT INCANDESCENT, FLOOD FORGED AIR SPACE HEATER BA59BOARD SPACE HEATER 200 AMP POWER PANEL WHF= "WHOLE HOUSE FAN" W/ AUTOMATIC TIMER SWITCH AND MAX. 50NE RATING OF 1.5 PER THE VENTILATION AND INDOOR AIR QUALITY CODE. ALL EXHAUST FAN GFM RATINGS @ .25 WG ALL EXHAUST DUCTS TO TERMINATE AT THE ROOF OF UNIT. 6 ARA - LEVEL ELECTRICAL ILA SCALE: 1/4" = 1' -0" rTh STUDIO LEVEL ELECTRICAL FLA \ SCALE: 1/4" = 1' -0" Qcc-Ac-- if$d" Ite004 cto oic-x% EXPIRED NOV 0 5 2001 RECEIVED CITY OF TUKWR.A j1.' PERMIT CENTER 1p \00A \FLIN\EN412 RF';�TFRED AUDI ELECTRICAL PLANS DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA CHECKED BY: SHT. E -1 I lex to -1 ELECTRICAL SYMBOLS LEGEND (IIO) DUPLEX OUTLET (110) DUPLEX OUTLET, BOTTOM HALF - SWITCHED (110) DUPLEX OUTLET, GROUND - FART- INTERUPT (I10) DUPLEX OUTLET, WATERPROOF (220) DUPLEX OUTLET (110) .DICTION BOX, DIRECT WIRED CABLE TV OUTLET TELEPHONE JACK TELEPHONE/DATA JACK (DUPLEX) DIMMER SWITCH (2 -WIRE) SINGLE -POLE SWITCH (2 -WIRE) SINGLE -POLE SWITCH (3 -WIRE) DOUBLE -POLE CEILING LIGHT, FLUSH MOUNT FLUORESCENT [:] CEILING LIGHT, RECESSED FLUORESCENT • CEILING LIGHT, FLUSH MOUNT FLUORESCENT • CEILING LIGHT, PENDANT • CEILING LIGHT, RECESSED GAN 0 CEILING LIGHT, RECESSED EYEBALL ▪ CEILING LIGHT, RECESSED HEAT LAMP W/ EXHAUST FAN (50 GFM U.N.0) • CEILING LIGHT, RECESSED INCANDESCENT RATED FOR WET LOCATION ▪ EXHAUST FAN (100 GFM ® KITCHEN U.N.0) (50 GFM ® BATH/UTILITY U.N.O.) ® CEILING SMOKE DETECTOR: TO BE HARD WIRED WITH BATTERY BACKUP WALL LIGHT, FLUSH MOUNT INCANDESCENT WALL LIGHT, RECESSED INCANDESCENT WALL LIGHT, FLUSH MOUNT INCANDESCENT, UP -GAN WALL LIGHT, FLUSH MOUNT INCANDESCENT, UP /DOWN -GAN WALL LIGHT, FLUSH MOUNT INGANDESGENT RATED FOR WET LOCATIONS WALL LIGHT, FLUSH MOUNT INCANDESCENT, SPOT WALL LIGHT, FLUSH MOUNT INCANDESCENT, FLOOD FORGED AIR SPACE HEATER BA59BOARD SPACE HEATER 200 AMP POWER PANEL WHF= "WHOLE HOUSE FAN" W/ AUTOMATIC TIMER SWITCH AND MAX. 50NE RATING OF 1.5 PER THE VENTILATION AND INDOOR AIR QUALITY CODE. ALL EXHAUST FAN GFM RATINGS @ .25 WG ALL EXHAUST DUCTS TO TERMINATE AT THE ROOF OF UNIT. 6 ARA - LEVEL ELECTRICAL ILA SCALE: 1/4" = 1' -0" rTh STUDIO LEVEL ELECTRICAL FLA \ SCALE: 1/4" = 1' -0" Qcc-Ac-- if$d" Ite004 cto oic-x% EXPIRED NOV 0 5 2001 RECEIVED CITY OF TUKWR.A j1.' PERMIT CENTER 1p \00A \FLIN\EN412 1 • • GENERAL STRUCTURAL NOTES (T11E FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS I A. GENERAL 1 ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION) 2 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS 3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS. TECHNIQUES. SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED p. DESIGN CRITERIA 1. DESIGN LOADS ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF WIND 80 MPH. EXPOSURE "C" EARTHQUAKE ZONE 3, Z = 0.3. I = l .0, Rw = 8 ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE 35 PCF C, FOUNDATION 1. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED COMPACTED STRUCTURAL FALL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 2 FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH INTERFACE WITH SOIL. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. ALL ABANDONED FOOTINGS. UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED p. CONCRETE 1. ULTIMATE STRENGTH DESIGN PER UNIFORM BUILDING CODE AND ACI 318 -89 2. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc = 2,450 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. WELDED WIRE FABRIC: ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT MID- DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -86. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (40 BAR DIAMETERS FOR MASONRY) OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY TIE STRUCTURAL ENGINEER. 5. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE ..... 3" ,;OR1vIED SURFACES EXPOSED TO EARTH OR WEATHER: (#6 BARS OR LARGER) 2" ( #5 BARS OR SMALLER) 1 -1/2" E. CARPENTRY I GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN A.I.T.0 OR APA EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.LT.C. OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V3, Fb = 2,400 PSI, Fv = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, Fv = 165 PSI. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS 2. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND R.\FTERS: 2X AND 3X; DOUG -FIR NO. 2, MINIMUM BASIC DESIGN STRESS, Fb = 850 PSI BEAMS AND STRINGERS 4X; DOUGLAS -FIR NO. 1, MINIMUM BASIC DESIGN STRESS, Fb = 1000 PSI 6X AND LARGER DOUGLAS -FIR NO. 1, MINIMUM BASIC DESIGN STRESS, Fb = 1350 PSI POSTS AND TIMBERS: I 6X AND LARGER DOUGLAS -FIR NO 1, MINIMUM BASIC DESIGN STRESS. Fc = 1000 PSI STUDS, PLATES & MISC LT FRAMING DOUG -FIR STUD GRADE Fb = 675 PSI TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR CONSTRUCTION GRADE Fb - 1000 PSI ALL LUMBER WITH A LEAST DIMENSION OF 2 INCHES (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19% LUMBER WITH A LEAST DIMENSION OF 4 INCHES (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR -DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19% PRIOR TO ITS USE IN FRAMING THE STRUCTURE 3 PREFABRICATED SOLID WEB WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. PREFABRICATED SOLID WOOD JOISTS SHALL BE AS MANUFACTURED BY TRUSS JOIST McMILLAN CORPORATION OR APPROVED EQUAL. WEBS MAY BE PLYWOOD OR ORIENTED STRAND BOARD. CHORDS SHALL BE LAMINATED VENEER LUMBER (LVL). ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S STRUCTURAL SPECIFICATIONS. 4. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS ROOF • WALLS: FLOORS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 43 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 5. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER NER REPORT NUMBER 108. SHEATHING MAY BE PLYWOOD PER UBC STD 23 -2 OR ORIENTED STRAND BOARD (OSB) PER UBC STD 23 -3, UNLESS NOTED OTHERWISE. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO PS 1-83 (U.B.C. STD 25 -9). ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE I UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: 19/32" (OR 5/8 ") THICK, 40/20 15/32" THICK, 32/16, OR 1/2" THICK, 24/0 23/32" (OR 3/4 ") THICK, TONGUE & GROOVE, (48/24) UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS @ 6" o.c. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12" o.c. (10" o.c. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS @ 16" o.c. AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND - GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d @ 6" o.c., NAIL WITH 10d @ 12" o.c. AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGE. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 6. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 7. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICBO REPORTS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN I.C.B.O. APPROVED LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. 8. WOOD FRAMING - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS I ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED i 0 THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -I -Q OF THE UNIFOR_M ■ BUILDING CODE COORDLNATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS S 2 WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X STUDS 16' o c AT INTERIOR WALLS AND 2 X 6 STUDS @ 16' AT EXTERIOR WALLS TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW PROVIDE CONTINUOUS SOLID FLOCKING AT MID- HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12' o.c STAGGERED OR BOLTED TO CONCRETE OR MASONRY WITH 5B" DIAMETER ANCHOR BOLTS AT 4' -0' o.c., U.N.O REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. 8.3 FLOOR AND ROOF FRAMING- PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8' -0" o.c. AND SOLID BLOCKING AT ALL BEARING POINTS COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING SUPPORTS WITH 16cl NAILS. UNLESS +OTED OTHERWISE. ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE JOISTS, BEAMS, AND SLOPED AND /OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH U- SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d SPIKES @ 24" o.c. STAGGERED. 8.4 NAILS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAILING - PLAIN SHANK. COATED OR GALVANIZED 8d = .131 DIAMETER X 2 -1/2" MINIMUM LENGTH lOd = .131 DIAMETER X 3" MINIMUM LENGTH 16d = .131 DIAMETER X 3 -1/2" MINIMUM LENGTH HAND NAILING - SINKERS, COATED 8d = II-1/2 GAGE X 2 -3/8" 10d = 11 GAGE X 2 -7/8" 16d = 9 GAGE X 3 • • EXPIRED NOV 0 5 2001 ✓� ^ri�1 RECEIVED CITY OF TUKWILA PERMIT CENTER 'I t,h1 RE(CIS1ERED ARCHITECT GERKING STUDIO /GARAGE 4618 South 150th Street Tukwila, Washington 98188 � al_42/v "�b?J n17 hzl�9 -I DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA,LKC CHECKED BY: DOA SHT. S - 1 1 • • GENERAL STRUCTURAL NOTES (T11E FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS I A. GENERAL 1 ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (1994 EDITION) 2 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS 3 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS. TECHNIQUES. SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK STRUCTURAL DESIGN OF THE BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM EXPECTED SERVICE LOADS NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIMSELF THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ALLOWABLE STRESSES OF THE MATERIALS USED p. DESIGN CRITERIA 1. DESIGN LOADS ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF WIND 80 MPH. EXPOSURE "C" EARTHQUAKE ZONE 3, Z = 0.3. I = l .0, Rw = 8 ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE 35 PCF C, FOUNDATION 1. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED COMPACTED STRUCTURAL FALL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. 2 FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH INTERFACE WITH SOIL. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. ALL ABANDONED FOOTINGS. UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED p. CONCRETE 1. ULTIMATE STRENGTH DESIGN PER UNIFORM BUILDING CODE AND ACI 318 -89 2. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc = 2,450 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. WELDED WIRE FABRIC: ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT MID- DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -86. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (40 BAR DIAMETERS FOR MASONRY) OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS OR 2' -0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY TIE STRUCTURAL ENGINEER. 5. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE ..... 3" ,;OR1vIED SURFACES EXPOSED TO EARTH OR WEATHER: (#6 BARS OR LARGER) 2" ( #5 BARS OR SMALLER) 1 -1/2" E. CARPENTRY I GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI STANDARD A190.1. EACH MEMBER SHALL BEAR AN A.I.T.0 OR APA EWS IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.LT.C. OR APA EWS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V3, Fb = 2,400 PSI, Fv = 165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2400 PSI, Fv = 165 PSI. CAMBER ALL GLULAM BEAMS TO 2,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS 2. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH W.C.L.I.B STANDARD GRADING RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS AND R.\FTERS: 2X AND 3X; DOUG -FIR NO. 2, MINIMUM BASIC DESIGN STRESS, Fb = 850 PSI BEAMS AND STRINGERS 4X; DOUGLAS -FIR NO. 1, MINIMUM BASIC DESIGN STRESS, Fb = 1000 PSI 6X AND LARGER DOUGLAS -FIR NO. 1, MINIMUM BASIC DESIGN STRESS, Fb = 1350 PSI POSTS AND TIMBERS: I 6X AND LARGER DOUGLAS -FIR NO 1, MINIMUM BASIC DESIGN STRESS. Fc = 1000 PSI STUDS, PLATES & MISC LT FRAMING DOUG -FIR STUD GRADE Fb = 675 PSI TOP AND BOTTOM PLATES AT BEARING WALLS DOUGLAS FIR CONSTRUCTION GRADE Fb - 1000 PSI ALL LUMBER WITH A LEAST DIMENSION OF 2 INCHES (NOMINAL) SHALL BE STAMPED SURFACE -DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19% LUMBER WITH A LEAST DIMENSION OF 4 INCHES (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR -DRIED TO A MOISTURE CONTENT OF NOT MORE THAN 19% PRIOR TO ITS USE IN FRAMING THE STRUCTURE 3 PREFABRICATED SOLID WEB WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. PREFABRICATED SOLID WOOD JOISTS SHALL BE AS MANUFACTURED BY TRUSS JOIST McMILLAN CORPORATION OR APPROVED EQUAL. WEBS MAY BE PLYWOOD OR ORIENTED STRAND BOARD. CHORDS SHALL BE LAMINATED VENEER LUMBER (LVL). ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S STRUCTURAL SPECIFICATIONS. 4. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS ROOF • WALLS: FLOORS: TOP CHORD LIVE LOAD 25 PSF TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF TOTAL LOAD 43 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 5. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER NER REPORT NUMBER 108. SHEATHING MAY BE PLYWOOD PER UBC STD 23 -2 OR ORIENTED STRAND BOARD (OSB) PER UBC STD 23 -3, UNLESS NOTED OTHERWISE. PLYWOOD PANELS SHALL BE GRADE CD AND ALSO CONFORM TO PS 1-83 (U.B.C. STD 25 -9). ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE I UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: 19/32" (OR 5/8 ") THICK, 40/20 15/32" THICK, 32/16, OR 1/2" THICK, 24/0 23/32" (OR 3/4 ") THICK, TONGUE & GROOVE, (48/24) UNLESS OTHERWISE NOTED ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS @ 6" o.c. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND @ 12" o.c. (10" o.c. AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS @ 16" o.c. AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND - GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d @ 6" o.c., NAIL WITH 10d @ 12" o.c. AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGE. SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. 6. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 7. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, SAN LEANDRO, CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICBO REPORTS TO ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN I.C.B.O. APPROVED LOAD CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. 8. WOOD FRAMING - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS I ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED i 0 THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 23 -I -Q OF THE UNIFOR_M ■ BUILDING CODE COORDLNATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS S 2 WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 X STUDS 16' o c AT INTERIOR WALLS AND 2 X 6 STUDS @ 16' AT EXTERIOR WALLS TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 X 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW PROVIDE CONTINUOUS SOLID FLOCKING AT MID- HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12' o.c STAGGERED OR BOLTED TO CONCRETE OR MASONRY WITH 5B" DIAMETER ANCHOR BOLTS AT 4' -0' o.c., U.N.O REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. 8.3 FLOOR AND ROOF FRAMING- PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING @ 8' -0" o.c. AND SOLID BLOCKING AT ALL BEARING POINTS COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. TOENAIL JOISTS TO BEARING SUPPORTS WITH 16cl NAILS. UNLESS +OTED OTHERWISE. ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE JOISTS, BEAMS, AND SLOPED AND /OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH U- SERIES JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH 16d SPIKES @ 24" o.c. STAGGERED. 8.4 NAILS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAILING - PLAIN SHANK. COATED OR GALVANIZED 8d = .131 DIAMETER X 2 -1/2" MINIMUM LENGTH lOd = .131 DIAMETER X 3" MINIMUM LENGTH 16d = .131 DIAMETER X 3 -1/2" MINIMUM LENGTH HAND NAILING - SINKERS, COATED 8d = II-1/2 GAGE X 2 -3/8" 10d = 11 GAGE X 2 -7/8" 16d = 9 GAGE X 3 • • EXPIRED NOV 0 5 2001 ✓� ^ri�1 RECEIVED CITY OF TUKWILA PERMIT CENTER 'I Ui 2nc FLOOR SECTION SCALE: I" = I' -0" I n E� U, u 3' -o' SYi 6 +6 51 • I/ 3' -0' FOU xek, ,_0' %0+ ti SCALE: 1/4" = I' -0" 4l,n("5or) A31 l 2 /EVGE 5444 4" 5.O.G , x62.0 x 2.0 111F OVER 4" GRAVEL AND CONTINUOUS VAPOR BARRIER S I O SCALE: I" = I' -O" Q �P 12' -0' 18' -0' 1 \( PLAN DESIGN GONG. v4ALL FOR 48" OF RETAINAGE WHERE HATCHED ABOVE GONG. WALL (t)CS ji 5114 5113 ROOF EAVE DETAIL _. END SCALE: 1" = I' -0" I HALL SECTION STUD O PLAN 0 SCALE: 1/4" = i' -0" /1 v &gl s ki , 2 lo ` )06r w/ iocJ NA it S . " t1N1 /lour' P To J /LSS Jam' c /IJK SECT ROOF TRA SCALE: I" = I' -O" I 10, 6) E16 , J1111. p46 ,S ;rot So, Z(n i 2,6 pvri <166 S 4 jt PMT \SITION 2 Co Cu Cu ti ; ti: b (E 1 pup) ti STEM IA / / 2 -0' SCALE: I" = I' -0" 1 , I I I 1 I I I I I 1 - 6 ROOF FRA\II 0 SCALE: I/4" = I' -0" ALL 8' -0' SLOPE 12:12 i ROOF 15 FRAMED - WANING 2x8 0 24' SLOPE 5512 ROOF TRUSSES @ 2' -O" O.G. SLOPE / !212 2x10 GIRDER TRUSS fa \ fi 4 2x8 6' -0' 18' -0' 22' -0' - -- SLOPE - - f oFE SLOPE 12-12 ALA 5512 1 1 i I 1 I , 2 2x10 2x8 8' -0' RET � 1 1 I 1 1 1 1 I i E . a a R r. Nish SCALE: I" = I' -0" 2' -0' ;- 0 „ ALL r NGv 052001 2x6 ® lb" O.G. TYP (2) 2x6 4 LOG 1.. RECEIVED CITY OF TUKWILA PERMIT CENTER • REGISTERED ARCIIITECT GERKING STUDIO /GAI FRMING PLAN &DETAILS -I DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA,LKC CHEC :.E'i BY: S:Ir. S -2 Ui 2nc FLOOR SECTION SCALE: I" = I' -0" I n E� U, u 3' -o' SYi 6 +6 51 • I/ 3' -0' FOU xek, ,_0' %0+ ti SCALE: 1/4" = I' -0" 4l,n("5or) A31 l 2 /EVGE 5444 4" 5.O.G , x62.0 x 2.0 111F OVER 4" GRAVEL AND CONTINUOUS VAPOR BARRIER S I O SCALE: I" = I' -O" Q �P 12' -0' 18' -0' 1 \( PLAN DESIGN GONG. v4ALL FOR 48" OF RETAINAGE WHERE HATCHED ABOVE GONG. WALL (t)CS ji 5114 5113 ROOF EAVE DETAIL _. END SCALE: 1" = I' -0" I HALL SECTION STUD O PLAN 0 SCALE: 1/4" = i' -0" /1 v &gl s ki , 2 lo ` )06r w/ iocJ NA it S . " t1N1 /lour' P To J /LSS Jam' c /IJK SECT ROOF TRA SCALE: I" = I' -O" I 10, 6) E16 , J1111. p46 ,S ;rot So, Z(n i 2,6 pvri <166 S 4 jt PMT \SITION 2 Co Cu Cu ti ; ti: b (E 1 pup) ti STEM IA / / 2 -0' SCALE: I" = I' -0" 1 , I I I 1 I I I I I 1 - 6 ROOF FRA\II 0 SCALE: I/4" = I' -0" ALL 8' -0' SLOPE 12:12 i ROOF 15 FRAMED - WANING 2x8 0 24' SLOPE 5512 ROOF TRUSSES @ 2' -O" O.G. SLOPE / !212 2x10 GIRDER TRUSS fa \ fi 4 2x8 6' -0' 18' -0' 22' -0' - -- SLOPE - - f oFE SLOPE 12-12 ALA 5512 1 1 i I 1 I , 2 2x10 2x8 8' -0' RET � 1 1 I 1 1 1 1 I i E . a a R r. Nish SCALE: I" = I' -0" 2' -0' ;- 0 „ ALL r NGv 052001 2x6 ® lb" O.G. TYP (2) 2x6 4 LOG 1.. RECEIVED CITY OF TUKWILA PERMIT CENTER • MAXIMUM ALLOWABLE 7. OF FLOOR AREA IN GLAZING: OPTION IV TABLE 6 ACTUAL 7. OF AREA IN GLAZING: 14.62% OF FLOOR AREA GLAZING CLASS: U - VALUE 0.40 WINDOWS: U -VALUE 0.40 DOORS: U -VALUE 0.20 L • I CODE: CUWTE ZONE HEAT TYPE INSULATION VALUES: THERMAL STANDARDS F GLAZING CA.:C. AIR INFILTRATION CONTROL: MOISTURE CONTROL: (INSTALL VAPOR BARRIER ON WARM SIDE OF INSULATION) WALLS: VAPOR RETARDER BONDED TO BATT INSULATION; INSTALL WITH STAPLES NOT MORE THAN 8 INCHES ON CENTER AND WITH A GAP BETWEEN AND OVER FRAMING NOT GREATER THAN 1/16'; OR, VAPOR RETARDER OF ONE PERM CUP RATING (4 MIL POLYETHYLENE). ROOF /CEILINGS: VAPOR RETARDER OF ONE PERM CUP RATING (4MIL POLUETHYLENE). INSTALL CONTINUOUSLY. ENCLOSED JOIST OR RAFTER SPACES: PROVIDE MINIMUM OF ONE INCH CLEAR VENTED AIR SPACE ABOVE INSULATION. TAPER OR COMPRESS INSULATION AT PERIMETER TO INSURE PROPER EXTERIOR VENTILATION. VENTILATION: PROVIDE MINIMUM OF FOUR SO. INCH FRESH AIR PORT IN EACH HABITABLE ROOM. TEMP. CONTROL: DUCT INSULATION: SHOWERS: WATER HEATERS: ENERGY NOTES WASHINGTON STATE ENERGY CODE. 1994 EDITION MO SEATP,.E ENERG. CODE SUPPLEMENT, 1994 EDMON CHAPTER 6 - PE_RSCRIPTIVE REQUIREMENTS APPROACH RESIDENTIAL ZONE 1 ELECTRIC RESISTANCE (COMPONENT METHOD APPROACH) WALLS: R -19 ENCLOSED CEUNGS: R -30 (VAULTED), R -38 !ATTIC SPACE) FLOORS (OVER UNHEATED SPACES): R -30 SLAB-ON-GRADE: R- RIGID RESIDENTIAL: 57.75 GLAZING SF 395.0 HEATED FLOOR AREA MANUFACTURED DOORS /WINDOWS: CONFORM TO SECTION 502.1.5 OF THE WASHINGTON STATE ENERGY CODE. EXTERIOR JOINTS /OPENINGS: SEAL, CAULK, GASKET OR WEATHERSTRIP TO LIMIT AIR LEAKAGE AT EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF; OPENINGS AT PENETRATIONS OF UTI_ T ( SERVICES AND ALL OTHER SUCH OPENNGS IN THE BUILDING ENVELOPE. FOR HEATING, THERMOSTAT SHALL BE CAPABLE OF BEING SET FROM 55 -85 DEGREES FARENHEIT AND OF OPERATING THE HEATING SYSTEM. THERMOSTAT TO BE AUTOMATIC DAY /NIGHT SETBACK TYPE. - 14.62% THERMALLY INSULATE ALL PLENUMS, DUCTS AND ENCLOSURES IN ACCORDANCE WITH TABLE 5 -11 OF THE WASHINGTON STATE ENERGY CODE. PROVIDE FLOW CONTROL DEVICES TO LIMIT TOTAL FLOW PER SHOWER HEAD TO 2.5 GALLONS PER MINUTE. ALL WATER HEATERS SHALL MEET THE REQUIREMENTS OF THE 1987 NATIONAL APPLIANCE ENERGY CONSERVATION ACT AND BE SO LABELED. WATER HEATERS INSTALLED IN UNHEATED SPACES ARE TO BE PLACED ON FLOORS INSULATED TO A MINIMUM OF R -10. w F— W LU F— O O O • O PROJECT ADDRESS: LEGAL DESCRIPTION: ASSESSOR'S PARCEL NUMBER: TYPE OF CONSTRUCTION: PERMIT SCOPE: SCOPE OF WORK: LOT AREA: LOT COVERAGE: X OF LOT COVERAGE: AREA CALCULATIONS: ZONING: SEISMIC ZONE: 46th AVE. SOUTH SITE PLAN SCALE: 1" = 10' -0" PROJECT INFORMATION 4618 SOUTH 150TH STREET IKW1LA, WASHINGTON 981 242- 0499 680 -9298 PAGER 4618 SOUTH 150TH STREET TUKWILA, WASHINGTON 98188 THE SOUTH 150 FEET OF THE HEST 1/2 OF LOT IR IN BL C K 2 OF SECOND ADDITION TO ADAMS HONE TRACTS, AS PER PLAT REGORFDE IN VOLUME 12 OF RATS, PAGE CIO, RE FORS OF KING COUNTY; TO&ETHER etITH AN EASEMENT FOR ,'Y :55, E6RESS AND UTILITIES OVER AND ACROSS THE HEST C FEET OF THE EAST 1/2 OF LOT 19 IN SAID BLOCK 2; SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON 004200 -0235 TYPE V - N NEW CONSTRUCTION CONSTRUCT A GARAGE /WORKSHOP AT GRADE WITH OFFICE /STORAGE ON LEVEL ABOVE 9,480 S.F. 1.694 S.F. EXIST 620 S.F. NEW (INCL. DRIVE & WALKWAYS) 2,314 S.F. TOTAL 24.4 % CONTITIONED SPACE GARAGE LEVEL (UNCONDITIONED) STUDIO LEVEL TOTAL LOW DENSITY RESIDENTIAL SEISMIC ZONE 3 GROSS SF NA 432 432 SHEET INDEX Al PROJECT INFORMATION. VICINITY MAP, SITE PLAN. GE' IEtaL •IOTES AZ FLOOR PLANS & BLDG. SECTIONS A3 ELEVATIONS St STRUCTURAL NOTES S2 STRUCTURAL PLANS & DETAIIS PERMIT SEPARATE P REQUIRED FOR- MECHANICAL _ECTRICAL LUMBING PIPING CITY OF TUKWILA BUILDING DIVISION I understand that the Plan Check approvals are subject to errors and omissions and approval of mans does not authorize the violation of any +' :opted code ?r Ordnance. Receipt of con- actor'sc+ appr ed plans acknowledged By / I Date No. rical to upgraded �•nel at house ��r•r. d conduit. DownsF Tightlin 'i T SHT. bq F— O .J 0 L�J U UI81,-J .Y 0' 0 t/1 co DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: LKC /DOA CHECKED BY: DOA A -1 • marl CLI ' L t193: GERKING STUDIO /GARAGE 4618 South 150th Street Tukwila, Washington 98188 i FLOOR PLANS / SECTIONS I 6/30/97 DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA CHECKED BY: SHT. A -2 r` co rn N m r N rn N rn ( U CU 2' -0' II II II II L 8' -0' I SL OPE 5 SLOPE` N 1 h 6 0' V ROOF PI_A SCALE: 1/4" = I -O" s 18' -0' 22' -0' 8' -0' SLOPE c 1212 D f 2' - 0' .( VENT AT BLOCKING— BETWEEN EACH TRUSS, TYP. 3 -3 1/2' • CU I A M 55 12 BUILDI SGALE: 1/4" = I' -O" I n 1 7-0' x Boy YVlndow 9' -0' i, 9' -0' 18' -0' UPP R LEVEL FLA SCALE: 1/4" = I' -O" X16 SECTION I -A ROOF ASSEMBLY TYPICAL EXTERIOR WALL ASSEMBLY FLOOR ASSEMBLY SLAB ON GRADE/FOOTING ASPHALT ARCHITECTURAL SHINGLES ON 30# BUILDING PAPER OVER 5/8" PLYWOOD (O5B) DECK ON PRE- ENGINEERED TRUSSES (SPACED PER STRUCTURAL), R -38 BATT INSULATION, VAPOR BARRIER, 1/2" GWB WITH PAINT. 6" EXPOSURE VINYL OR CEDAR LAP SIDING OVER 1/2" PLYWOOD OR O5B (NAILING PER STRUCTURAL) OVER CONTINUOUS VAPOR BARRIER ON 2x6 STUDS AT 16" O.G. (P,T. SILL PLATES), R -I1 BATT INSULATION (PAPER FACED), 1/2" GWB WITH PAINT. FLOOR FINISH _ ON 3/4" PLYWOOD OVER CONTINUOUS VAPOR BARRIER, TJI FRAMING AT 16" O.G. (PER STRUCTURAL), R -30 BATT INSULATION (PAPER FACED), 1/2" GWB WITH PAINT. 4" CONCRETE WITH REINFORCING PER STRUCTURAL OVER MIN. 6 MIL CONTINUOUS VAPOR BARRIER L. •N 0151 r .e 5 4" DIA. PERF. FOOTIN PRA N, WRAP WITH FILTER FABRIC AND BACKFILL WITH WASHED PEA GRAVEL. 3' -6' CONC. I WA;_K GARAGE LEVEL PLA\ 0 SCALE: 1/4" = 1 -O" 0 SGALE: 1/4" = I' -O" J Garage (Unconditioned Space) GRAVEL DRIVEWAY 12' -0' 18' -0' GARAGE (UNCONDITIONED SPACE) BUILDING SECTIO -13 r ib! r e A • RECEIVED 1-.6 1 7 On b 9c8 Z 4 PERMIT CENTER RECEIVED CITY OF TUKWILA AUG 2 2 1997 PERMIT CENTER r I -AST ELEVAT SCALE: 1/4" = I' -O" O'1 0 \ORTH ELEVATIO SCALE: 1/4" = 1' -0" V� SOU T SCALE: 1/4" = 0 SCALE: 1/4" = I'-O" EVATIO 1A ELEVATION BOTT.OF CEILING F.F. UPPER LEVEL F.F. MAIN BOTT. OF CEILING F.F. UPPER LEVEL F.F. MAIN LEVEL (SLABE ON GRADE) EVEL (SLABE ON GRADE) t.;11`1 TOWNILA pPPR FEB 9 2°6 • EXPIRED t NOV 0 5 2001 f2 ECEN W ALA .13 1 Zp00 REC$AMED CITY OF TUKWILA AUG 2 21997 PERMIT CENTER U) O Q L4_1 ..J W DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA CHECKED BY: SHT. (r) A -3 00 co co • ../_� t •'Ill Jo 'S O r�S 2nc r SCALE: 1" = 1' -0" ti :o J. 51* SW33 L LEDC FLOOR SECTION r c) r 4" 5.0.6 6x6 2.0 x 2.01111F OVER 4" GRAVEL AND CONTINUOUS VAPOR BARRIER SCALE: 1/4" = I' -0" / / / / / �P �� f i b I, 18' -0' FO JNDAT I O or FLA -0 i WA ') J 3' -0' GOOF EAVE DETAIL SCALE: I" = I' -O" — DESIGN GONG. WALL FOR 48" OF RETAINAG --E WHERE HATCHED 5W4 ABOVE GONG. WALL SW33 E .BALL SECTION SCALE: I" = 1' -0" • STUDIO PL/,1\ CD SCALE: 1/4" = I' -0" SCALE: I" = 1' -0" • SECT tt POUF TRAi\ rt)J c.1 1; ED6C ',Mg-1' .2d4 �1HiLE lfv, 7 M MSS TV(' CAA( Sim( J OrJ Z6 2,6 Dvrk166EZ s ,`1L PLM� 1 S ame )k.1 13S - SITION is 4 0) Cu r� IP STE r C.. 2x (V Cc. -r 2 �- :;t' i3 PE [ Pair SGALE: I" = I' -0" 2 -0' / , tia • 14 r STEM IAALL B' -0' ROOF 15 FRAMED - ASSUMING 2x8 O 24' 4� ROOF TRUSSES g 2' -0" O.G. SLOPE 12:12 0 SCALE: 1/4" = 1' -0" ii SLOPE SLOPE 5 55 :12 )<10 GIRDER TRUSS v 2x10 2x8 6' -0' 22' -0' ROOF FRAMI \iG °LAN r SLOPE 12:12 2x8 8' -0' RET V J SGALE: I" = I' -0" ir • 2x6 IS" O.G. TYP �— (2 2x6 4 _OG PIU¢ 6 542 1 01N Ur 11A0JIL ;PPRP'i ALL rFa z s z000 RECElvF CITY OF TUK 111.,q AUG 2 2 1997 PERMIT CENTER 4 ARCHITECT UL \IINU I UUIU/ b /AK/ -abL 4618 South 150th Street Tukwila, Washington 98188 FRMING PLAN & DETAILS I DATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA,LKC CHECKED BY: SH T. S - 2 • ../_� t •'Ill Jo 'S O r�S 2nc r SCALE: 1" = 1' -0" ti :o J. 51* SW33 L LEDC FLOOR SECTION r c) r 4" 5.0.6 6x6 2.0 x 2.01111F OVER 4" GRAVEL AND CONTINUOUS VAPOR BARRIER SCALE: 1/4" = I' -0" / / / / / �P �� f i b I, 18' -0' FO JNDAT I O or FLA -0 i WA ') J 3' -0' GOOF EAVE DETAIL SCALE: I" = I' -O" — DESIGN GONG. WALL FOR 48" OF RETAINAG --E WHERE HATCHED 5W4 ABOVE GONG. WALL SW33 E .BALL SECTION SCALE: I" = 1' -0" • STUDIO PL/,1\ CD SCALE: 1/4" = I' -0" SCALE: I" = 1' -0" • SECT tt POUF TRAi\ rt)J c.1 1; ED6C ',Mg-1' .2d4 �1HiLE lfv, 7 M MSS TV(' CAA( Sim( J OrJ Z6 2,6 Dvrk166EZ s ,`1L PLM� 1 S ame )k.1 13S - SITION is 4 0) Cu r� IP STE r C.. 2x (V Cc. -r 2 �- :;t' i3 PE [ Pair SGALE: I" = I' -0" 2 -0' / , tia • 14 r STEM IAALL B' -0' ROOF 15 FRAMED - ASSUMING 2x8 O 24' 4� ROOF TRUSSES g 2' -0" O.G. SLOPE 12:12 0 SCALE: 1/4" = 1' -0" ii SLOPE SLOPE 5 55 :12 )<10 GIRDER TRUSS v 2x10 2x8 6' -0' 22' -0' ROOF FRAMI \iG °LAN r SLOPE 12:12 2x8 8' -0' RET V J SGALE: I" = I' -0" ir • 2x6 IS" O.G. TYP �— (2 2x6 4 _OG PIU¢ 6 542 1 01N Ur 11A0JIL ;PPRP'i ALL rFa z s z000 RECElvF CITY OF TUK 111.,q AUG 2 2 1997 PERMIT CENTER 4 r ELECTRICAL SYMBOLS LE &END to • 1 • • (11o) ALEX OUTLET (110) DUPLEX OUTLET, BOTTOM HALF - SWITCHED (I10) DUPLEX OUTLET, GROUND - FAULT- INTERUPT (110) DUPLEX CUTLET, WATERPROOF (220) DUPLEX OUTLET (110) JUNCTION BOX, DIRECT WIRED GABLE TV OUTLET TELEPHONE JACK TELEPHONE/DATA JACK (DUPLEX) DIMMER SWITGH (2 -WIRE) SINGLE -POLE SWITCH (2 -WIRE) SINGLE -POLE SWITCH (3 -WIRE) DOUBLE -POLE CEILING LIGHT, FLUSH MOUNT FLUORESCENT E:E] CEILING LIGHT, RECESSED FLUORESCENT -0- CEILING LIGHT, FLUSH MOUNT FLUORESCENT • CEILING LIGHT, PENDANT a CEILING LIGHT, RECESSED GAN 0 CEILING LIGHT, RECESSED EYEBALL CEILING LIGHT, REGE55ED HEAT LAMP W/ EXHAUST FAN (50 GFM 4 GEILING LIGHT, RECESSED INCANDESCENT RATED FOR WET LOCATION EXHAUST FAN (100 GFM ® KITCHEN (50 GFM @ BATH/UTILITY U.N.0) ® CEILING SMOKE DETECTOR: TO BE HARD WIRED WITH BA I 1 tRY BACKUP WALL LIGHT, FLUSH MOUNT INCANDESCENT WALL LIGHT, RECESSED INCANDESCENT WALL LIGHT, FLUSH MOUNT INCANDESCENT, UP -GAN WALL LIGHT, FLUSH MOUNT INCANDESCENT, UP /DOWN -GAN WALL LIGHT, FLUSH MOUNT INCANDESCENT RATED FOR WET LOCATIONS WALL LIGHT, FLUSH MOUNT INCANDESCENT, SPOT WALL LIGHT, FLUSH MOUNT INCANDESCENT, FLOOD FORGED AIR SPACE HEATER BASEBOARD SPACE HEATER 200 AMP POWER PANEL NW= "WHOLE HOUSE FAN" ■V AUTOMATIC TIMER SWITCH AND MAX. SONE RATING OF 15 PER THE VENTILATION AND INDOOR AIR QUALITY CODE. ALL EXHAUST FAN GFM RATINGS ® .25 WG ALL EXHAUST DUCTS TO TERMINATE AT THE ROOF OF UNIT. GARAGE LEVEL SCALE: 1/4" = I' -O" g GAL PLX STUDIO LEVEL ELECTRICAL FLA\ SCALE: 1/4" = I' -O" EXPIRED NOV 0 51001 RECEIVED F E.6 1 7 ZOt,O PERMIT CENTER w RECEIVED CITY OF TUKWILA AUG 2 1 1997 PERMIT CENTER GERKING STUDIO /GARAGE 4618 South 150th Street Tukwila, Washington 98188 ELECTRICAL PLANS ATE: 6/9/97 PERMIT PROJ. No.: 970302.0 DRAWN BY: DOA Cr1ECKED BY. SHT. E-1 r ELECTRICAL SYMBOLS LE &END to • 1 • • (11o) ALEX OUTLET (110) DUPLEX OUTLET, BOTTOM HALF - SWITCHED (I10) DUPLEX OUTLET, GROUND - FAULT- INTERUPT (110) DUPLEX CUTLET, WATERPROOF (220) DUPLEX OUTLET (110) JUNCTION BOX, DIRECT WIRED GABLE TV OUTLET TELEPHONE JACK TELEPHONE/DATA JACK (DUPLEX) DIMMER SWITGH (2 -WIRE) SINGLE -POLE SWITCH (2 -WIRE) SINGLE -POLE SWITCH (3 -WIRE) DOUBLE -POLE CEILING LIGHT, FLUSH MOUNT FLUORESCENT E:E] CEILING LIGHT, RECESSED FLUORESCENT -0- CEILING LIGHT, FLUSH MOUNT FLUORESCENT • CEILING LIGHT, PENDANT a CEILING LIGHT, RECESSED GAN 0 CEILING LIGHT, RECESSED EYEBALL CEILING LIGHT, REGE55ED HEAT LAMP W/ EXHAUST FAN (50 GFM 4 GEILING LIGHT, RECESSED INCANDESCENT RATED FOR WET LOCATION EXHAUST FAN (100 GFM ® KITCHEN (50 GFM @ BATH/UTILITY U.N.0) ® CEILING SMOKE DETECTOR: TO BE HARD WIRED WITH BA I 1 tRY BACKUP WALL LIGHT, FLUSH MOUNT INCANDESCENT WALL LIGHT, RECESSED INCANDESCENT WALL LIGHT, FLUSH MOUNT INCANDESCENT, UP -GAN WALL LIGHT, FLUSH MOUNT INCANDESCENT, UP /DOWN -GAN WALL LIGHT, FLUSH MOUNT INCANDESCENT RATED FOR WET LOCATIONS WALL LIGHT, FLUSH MOUNT INCANDESCENT, SPOT WALL LIGHT, FLUSH MOUNT INCANDESCENT, FLOOD FORGED AIR SPACE HEATER BASEBOARD SPACE HEATER 200 AMP POWER PANEL NW= "WHOLE HOUSE FAN" ■V AUTOMATIC TIMER SWITCH AND MAX. SONE RATING OF 15 PER THE VENTILATION AND INDOOR AIR QUALITY CODE. ALL EXHAUST FAN GFM RATINGS ® .25 WG ALL EXHAUST DUCTS TO TERMINATE AT THE ROOF OF UNIT. GARAGE LEVEL SCALE: 1/4" = I' -O" g GAL PLX STUDIO LEVEL ELECTRICAL FLA\ SCALE: 1/4" = I' -O" EXPIRED NOV 0 51001 RECEIVED F E.6 1 7 ZOt,O PERMIT CENTER w RECEIVED CITY OF TUKWILA AUG 2 1 1997 PERMIT CENTER OUT TO FILE NULSER OR NAME OUT DATE ; OUT TO FILE NUIVEBER OR NAME OUT DATE OUT TO FILE MIME OR NAM our DATE 111111111111111111 ® No. 225•OG HASTINGS, MN. — LOS ANGELES — LOGAN, OH. — MCGREGOR, TX. — LOCUST GROVE, GA. U.S.A