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Permit D98-0092 - CARNAHAN CONSTRUCTION - NEW RESIDENCE
D98 -0092 14426 58 Ave. S. Carnahan Construction City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 336590 -1214 Address: 14426 58 AV S Suite No: Location: BRONSON SHORT PLAT - LOT B Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: CARNACC065J1 Fir .0 South: .0 East: Sewer: TUKWILA Slopes: Y TOTAL DEVELOPMENT PERMIT FEES: $ 2,103.71 Permit Center Authorized Signature:_ Print Name: DEVELOPMENT PERMIT No: Start Time: Cut: Start Time: No: Private: N Permit No: Status: Issued: Expires: Streams: End Time: Fill: End Time: (206) 431 -3670 D98 -0092 ISSUED 06/25/1998 12/22/1998 Occupancy: DWELLING UBC: 1994 e Protection: N/A .0 West: .0 OCCUPANT CARNAHAN CONSTRUCTION 14426 58 AV S, TUKWILA WA 98188 OWNER BRONSON GORDON 4319 S 253, KENT WA 98032 CONTACT HEN CARNAHAN 9819 218 PL NE, REDMOND WA 98053 CONTRACTOR CARNAHAN CUSTOM CONSTRUCTION 9819 218 PL NE, REDMOND WA 98053 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1800 SQ FT SINGLE FAMILY RESIDENCE WITH A 400 SQ FT ATTACHED GARAGE AND A 120 SQ FT UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: 3/4" PERM WATER METER, CURB CUT /ACCESS, SANITARY SIDE SEWER & STORM DRAINAGE. r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 136,130.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversized Load: N Sanitary Side Sewer: Y Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Phone: 206 946 -4522 Phone: 425 - 868 -9015 Phone: 425 - 868 -9015 Size(in): .00 Public: N Private: N Public: N r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* ,y * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:_ 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. Addr'ess; 14426 58 AV S. Suite: Tenant: :Type: DEVPERM ParCel 336590-1214 CITY OF .TUKWILA Permit No: D98-0092 Status: ISSUED. Abblied: 03/24/1993 Issued: 06/25/1998 ** Permit Conditions: 1. NEWLY INSTALLED CONCRETE WATER METER BOX SHALL BE REPLACED WITH NEW CAST IRON WATER METER .BOX_FER TUKWILA PUBLIC WORKS STANDARDS PRIOR TO OCCUPANCY. 2 r n Tempoary erosio ,controT r asues sh m ail:Ape.jmpleented as the first order cif; bilsingsstb preyent sediMenOtjon off- , site or into e0Sting'stOrmdrainage facjlities, The site sha cont.ria:rmeaSUres in place as sOon'aspoSSibl'e afterfinal 9rtitn0.,,Was b completed:,andpiOr'to the Final Inspection 4. DrivewaYis—Snall coMply with City residential starida DrivewaY:::Width'ishall be a 10 and 20-maxiMum. Sooe shall,be a maximum-of 15%,. Turning.radii of ffVe feet. 5. Haui oVe`r.50 cv shall require' application fora Haulinq Per,Mil4 prior to any associated actiyity. 6. No 'seWer design was O'rbVidedas part of the application supiiittal. The side'SeWer deSign and Subsequent construction shall be completed in accordance2 .City',-sewer standarckt, 7. No:Changes-will be made to the pl.ans:*lesi approved by..:the ArChitect,or Engineer. and the Tukw0a Dvisiun 8. PrOmbingpermitsshall*be Obtained through the Seattle-*Ag County Departmentcf Public Health PluMbing will ..be.;—"—f, inspected by that agency,' incltidingalirg piping (2964722).: 9. Ele0Tica:Lpermits shall be obtained . .through the Washington:,e State:.Division 0 Labor and Industries and all electr work:will inspected by that Agency (.240=6630 10. All mechanical work shall be under'sebarate_permit issued the City of Tukwila. 11. All permfts, inSpectiOn records, and approved plans hall be availablea the'I site to the ofay cOn' struction; These 'documents ai maintained and able until final inspection:approvaLis granted 12. Engineered truss 4rawings and calculations shall . site and available to the. for1466tion purposes. Document's:. ,Shall bear the .sea:Vanignature of . a Washington State Professlona)%,Englhee 1.3. Any exposed insulations backing Material shall have a Flame Spread Rating of 25 or less. and material shall, bear identi- fication showing the fire performance rating thereof. 14. All construction to be done in conformance with approved plans and reouirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 15. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 16. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. Permit No: .__ 1- Si te. Address: Locat ion: • • • • ''' • , • ' • • " •• • • Water Meter Type: Water Meter Size. Ouant Work Order *44 Connect ion Instal l Deposit Add 1 Insta 1 1, t: P l a n Re view. InsD eCO on - ,Fee : Water Turn On Fee: Special i he r Fee: TOTAL WATERMtTEW FEES= ( WATER METER SUPPLEMENT DEVELOPMENT PERMIT 098-0092 ISSUED 14426.58 AV ';,'S , BRONSON SHORT PLAT - LOT B PUBLIC W6RK.S• EINIG.INEER 'APPROVAL: • WATER ME ERA .WATER METER B ERM • . • • 5264w '4;, $150 00 $10 . 00„ $15 00 S25. 00 •Apu 1 i ed Date: 03/ Issued Date:, 06/25/19.98 WATERMETER C Project Name/Tenant: / - ';,,.r. /, ,, - ('''',/ ".. / c'. 7// ,L:=' Value of Construction: . )'( X 3 0. (O c:- - --- Site Address: iiq � -• City State/Zip:, •'• C_7 t / `. _ txG' .... k-x rte. C c - ' . ' t • -t- /1 1., /,/'1 Tax Marcel Number: l & ; 14) . x-.14 ,L.• _ I 1 J Property Owner: , / - f' c.',.' ( ./: .tl .S ,C. , - ;f Phone: /'{ l2,S -- ' 6 rS - l L' / Street Address: City State /Zip: , 3 ,._ Fax #t: C .-4- , --c.,_ Y- Contractor: ,., / // . �` C_ CZ. F- j /7 11 ,,)//, (rrr'I!'e c cr 7!z ' c l `'' Phone: L; `� j �Ia�� ":� 6 r) ' �lG' / 5 - Street Address: . . State /Zip: , ( , / .:- (,5 -/ 4. : tu,,; yfg.'7 ' 1A:�. ; Fax #: , . Y / 1 5'.-- 5 4 -.. - c . /5-- Phone: ,//"/ % - 4e 7S -..5z f ,,,., `: Architect: /' r / / A r "' (, , .'t r l r'F ,c / • c • (; j7 Street Address: ...., pity State /Zip: J Fax #: Engineer: r C y e^ ; .n. - '.. F Phone: Street Address: . / City State /Zip: %1.f' (4, r /71 6 /?',- _. Fax #: Contact Person: ,• 10/ < i A, Hit/F ! .4i 1(:17( .• Phone: Street Address: , - City State /Zip: t Fax #: /„ -' t . .''' ;•;/ ' J,7i , ---- Description of work to be done: , a _te d y i 5;, („,.:.2 /•• C ' c. ( 6'2i . ./ k / .- r rte://,'....s(,, Type of work: 171 New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(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) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New uare Foota e: p q g /6 t' sq. ft. Dwelling sq. ft. Covered Deck(s) ,Square Z( sq. ft. Garage /Carport sq. ft. Accessory Structure(s) / 7 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF Tt'(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 OR ST ► FF USE ONLY P71;. - Project Number: Permit Number: Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined 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. � ❑ 7 Moving an Oversized Load: Start Time: End Time: .t^1 Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public in Water Meter /Permanent /I i Size(s): 3 /y El 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 applica io n accepte /.7 , % . - 7rZ Date applic n ex res: q e Applic iortaken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERM1T.DOC 2/13/97 BUILDING OWI\tEIT OR AUTHORIZED AGENT; Signature: 1,71;. b - '..' i f s /: 4 . • F � .: Date: .-��,R rbr 'E '"� y ,� c'• Print name: /4-, :•' A-09 4 11 y Phone: G s', ye75 ,.. Fax #: Sr1 l Address: i , / �, City /State /Zip: ALL SINGLE- FAMILY RESIDENTIA • ERMIT APPLICATIONS MUST BE S, 'MITTED WITH THE FOLLOWING: • WfWKLN PR; II 1,RED BY AA..CGISTERED ARCHITECT OR PROFL..3IONAL ENGINEER MAY BE REQUI4ED BY`gUUE I:WILDING OFFICIAL . .t Lf "i4IN HiALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ 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 El ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Sl'I'LRMiT.DOC 2713/97 �|���'``-� �.�`'� ' � '' ` ' � ^� � ��r� �``['�� '�`��'��'''`'���!��~����� 7777:7....._ "''. '� ~� � � ` ' ` ^, � - � '�'�«-''� '� ` r ` � �' `�~ \^�~�`�' ' � '' � ( ****+A+++*+*+A++/c++i++++*+A+*+++*++*«++*A*+********.k+*A* ++ 4:',%Ty OF TUKWILA. NA TRANSMIT ++*+**h*+*+**+*++^*4**+h*++*a+.A*+ k** *+A+*a * * +*+* TRANSMIT Number: R9700786 Amount: 1 06/25/98 10�55` Pa,ment Method: CHECK Notation:'CARNAHAN CONSTUU Init: BLH : ' .. Permit No D98-0092 Niue: DE|PEHM DEVELOPMENT PERMIT Parcel No 336590^1214 Site Address: 14426 58 AV S Location: BRONSON SHORT PLAT - LOT B Total Fees: � � 2,103.71 This payment 1,406.75 Total ALL Pmts: 2.103.71, Balance: .00 +11++++*A*A*++ak^+ Account Code Descriotion Amour) I; 000/3n.100 BUILDING - RES �1.072,25 000/345.830 PLAN CHECK - UTILITY� � 20.00 ' 000/345.830 PLAN CHECK ~ WAVER METER . 10.00 000/388.904 STATE BUILDING SURCHARGE � `' 4,50 � _ 000/242,400 INSP FEE - UTILITY ',..-L5.O# 412/342.400 INSP FEE ~ STORM DRAIN � � �� 15°00 ' 402/342.400 INGP FEE - SME/OSG� ' � �2O°O0 '\ ' 401/388"102 WATER CONNECTION ' '60°OO� 401/386.520 WATER INSTALLATION (DEP) � 150°00 ` � 401/342.400 WATER INSPECTION FEE ''15-00 401/343.405 WATER TURN-ON FEE 25.00. m 71� 2813.50 ]�9� 06/26 TOTAL _ 0365 03!25 Q71•7 TOTAL 1393:92 Iii k +t4•A* *41• 4: kkh• k** k*i c• 4. 4k• t•. 4kA.+ A.*A* kkA• kkA• h-:* khA44Ak k4•kk•kitkkhit* C3TV OF TUKWILA, WA TRANSMIT * A* A* k• k* *AA*A•4klk*k *Ashk•kkkk*A..A *A*s1 * * **k* *4th *•koA•k4 * *AAk.A A * * *A*k 1RANSMIT Number: 89700.732 Amount;: 696.96 03/.24%.98 15 :24 Payment Method:. CHf CI; Notation:. CARNAHAN C0NSTI1U Init: BLH Permit No D98•- 0092 Type: DEVPERM DEVELOPMENT PERMIT Parcel . No: 336590. -1214 Site Address: 14436 38 ,AV S Location:_ BRONSON SHORT PLAT - LOT A Tptal Fees: 1, 1/3. 1 This Payment E�,1fy , `�f� Total ALL Pmts: 696.96 13alance:1 1,076.7'6 ,. A4A— A* st *A•Aab* * *A *A *4 *AAAAA- A4* * * + *A *sty. *A *AkA * *A +•ha•* *A*1 * ** *.A4 *.A* Account Code Description Amount: 000/: +30 PLAN CHECK RES 696.96.. Proje.: 11 -1 i I il y■.e bf insp- no lit Adir: s• .A. ' ■ A _ pecial instructions: Date wante.: a.m. p.m. Requester: - Phone: s _ cig- COMMENTS: Inspector: g .. Approved per applicable codes. INSPECTION RECOIr Retain a copy with peh.di INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: 'bc6s ogc9 PERMIT NO. (206)431-3670 Corrections required prior to approval. 7 $4 .00 REINSPECTIO EE REQ RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt-No: Date: �o e t: ilia 44/ (jelit41 Ty a of Inspection: Ad e s: / y aI n 5' fh/2.SD Date Sa)ed: 219 Special instructions: 14- Date w ted: 99 a.m. :! Approved per applicable cod INSPECTION RECOn Retain a copy with pe .at INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D9g 'oq- PERMIT NO. (206)431 -3670 COMMENTS 9 Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: �J '' ' ' , Type of I� ec 'o : ..... VAIIIIMMIMW.P.M.-..IPM1.11110 (4) li c..._ 4--15-1-Jg6 4,>-7,-.e_i .,.... . , ot ...._ (..... ,c,>)e(, , Date wanted: ....7 �� m. p. m. .. Requester: Phone: XV' - 77 - 2 / (.he ,7/7-, ), ) - 2 J— ,. ,, rr' ✓ . . .�. # / .a Ara. l9 1)..7 /. (9 /2 r4r 7& G4..r1/-1.7 /...1 .4 P - A 0y r., P 6ect: �J '' ' ' , Type of I� ec 'o : ..... A r ss• a,f ,, e5 . Date called: ( 7fr 5 instructions: • Date wanted: ....7 �� m. p. m. .. Requester: Phone: XV' - 77 - 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION RECOT Retain a copy with pet fait PERMIT NO. (206)431 - 3670 Corrections required prior to approval. Date. El $47.10 • INSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Receipt No: Date: 0 / � Projm 1 Type of Inspection: Addr ) - 1 Date called: Special instruc ions: Date • wante7d a. m. Requester: Phone: • • INSPECTION NO. El Approved per applicable codes. Inspector: 17 - -, ...,.' '7 • • '. , ,, , ' e e ' 2■•■ INSPECTION RECO CITY OF TUKWILA BUILDING DIVISION Retain a copy with per 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Corrections required prior to approval. COMMENTS: p / -‘' ' i ,.) )2X, h /,e1 )4, 114 L. 5 e (....,/ >4) " / « L ,&k./ 0 7 fr7 e e / / j c , / 4 , /— 177 # I , --/ e. z lc e 07., J - 75.4.1 cf e h , I . ,P ,P7 A /7 4 4) 4 ge.-0- /*err/nee...2Z Date: Afritt.1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Carna co hsTr. Type of Inspection: W Ft nq) Address: 1 t I'4 21 /� 5 +k n v S Date calved: -lb- 9' 9 Special instructions: Date wante p a.m. 7.... i 9 ' 9q p. m. Reques r: can Ca rnak crn Pho e: 206/595. 3385 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: -711911-f .r (hd-ky-.1 -r'- f w su.)61i0 ( wfrAlln h( 4' 1/0 lM - Inspector: Date: �f 1 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit I D PERMIT NO. 6)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project t: / V ` 1 C .. a ct ti7c� C Type of inspection: tc', W y "" 1 1 . � .. t e, nett', Address: Date called: Special instructions: Date wanted: / a -.3c)-98 a.m� p.m. Re ster: // � ✓rJ Gr h G • J Phone No.: .s5:6 - 33 Ss 4-: '",:.��.. M Y, , �w: x vN iXrMp . `'4 �71;t�7j INSPECTION RECO Retain a copy with pe 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,; Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. COMMENTS: Rc��t1 y -Cor me-/c r-- IA.M4e r. 1e p+ des 1? / /e/ ,,.. PERMIT NO. (206 -431 -3670 Corrections required prior: to approval. Wy�er ✓fie. r eo r- L- ookec/ Goo c Inspector: /� Date)/462/s. El $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i o i t: ur � Type f i nspec io : . I ' 1 y� t P TT-10 Da calle : k71 i Special instructions: ' . Date wante �`1 /I p.m.. Requester: ( n , Phone „° i.1-- _,,,,,..�.�{'S Approved per applicable codes. I I Corrections required prior to approval. CO MENTS: i y — / g \ ` , 1-- .. 7;) l ! / , 7+ ,' ," ,,- azr{Jf :;c t°-a ,n .[ sr,, a'Ti -, :=tr , ,r ;. INS PECTION RECD Retain a copy with nit INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $42.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. Date: p irn t,i' (cz'frw t_fia yrlfr S A L)Un Date callgcfj -) 1r /cx s -� Tj Special instructions: Date wanted : 1 fee s. ' 1 .m. Requests Phone N. 3 r.. A Approved per applicable codes. COMMENTS: INSPECTION REC D Retain a copy with j,.,,hmit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 D te 09 2 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Inspector: '. ate: / pi $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr j t � � ! q� / (� 11��IV \ ( -h4 f y -of iin i. A X r! b A /A SS: (~ Da a I a l ed: Cr pecial instructions: Date wanted: '� c f a a.m. fi f 10 .m. Requests Phone N':q s `s . . 8 ,, s -r 2 o is '�':7� N.� .�y� 'Ks,'4 •. �. r,�.:•r wt•i .?n.- .... -r 7 �t7• <YV. - ; 7 .�= t.M .; n�i. ! 1..; 7C"y1�y�.�..Y _, ..-. ,... e....- ."t ^.bf.'a•'s•{I•s' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECD Retain a copy with wait PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: C d 4 ?4 G &,IJ R-38 rd Inspector: , tiff,0� . • F $42.00 REINSPECTION FEE REQUIRED. Prior to inspedtfon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dater Project: art\ «4ta. v\ Type of inspect' �t at 4)1" � S UAL Address: 1 Li q. (p t % }cr t 'E S Date called: j Z-15 Special instructions: Date wanted: 12- l! m., p.m. Request Phone No.:s Sr -- . INSPECTION RECEID Retain a copy with m INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1) ^•m / Ot PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Li $42.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: oject: o fir. /. I 11,/ 6 Y t C � N't of spection ,, 1,u , • • s • Da te called: �� 7 1 Special instruc o �s: Date wanted: a V ? g,..- • •• p.m: Reque t r. 6t , r , a 1 Ph N o ` ?.:i "' (0 �`Z %,;...+ f+'" a. S..+ e n ', * l t . S ��Y+ 94 �;= G�:: anv 4 : .. ."- n> r+ anra. z :r.7i:,�.i...+fja ^.'s�`ti,:;^:' w.xw INSPECTION REC Retain a copy with it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION (4 6300 Southcenter Blvd., #100, Tukwila, WA 9818th; Inspect, .big - X002 PERMIT NO. (206) 431 -3670 Approved per applicable codes. 16errections required prior to approval. COMMENTS: 04 c�crsv� �r 17e) N'o 7 r (91 : Date 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: D , .ti Pe, e.i.er Jr gecP . f inspection: a/n 1) { 2- & 7 S /� �,, Avtt .S ... e • :/� �C --- e- Y e . 1C /71,6,./ ? #' _.0 "/ - �-- ...,.a` � .S_ ----.► arm- /.► .� ��,.�..5 �'� Doi ( i 'R 0 ,4 c li©G 94:% / 470 sr" ,� / 4 WD 'Os 7- /dg Cac.lx.fec/7 V ie / 9 r0/ /D ' /C' ♦ AVE? r' 6itf /,F, fir illi I „ A , ( `U I Y1WI�l Type f inspection: a/n 1) Algz1t6 S 0 /� �,, Avtt .S Date e • :/� �C Special instructions: Date wa Etd[/ m (I 1513 p.m. Reques er: j4nS Cavtia A aPt. Doi ( i 'R i.0 I.WrV+'f[ ».•.� +.e""" < sSw^:['q,;. ;.. »as t "• mr: wX�• wra.., ti• r.. , +i'. , wy�y-�x , ..:....u....,._, - 4 INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 lnsp INSPECTION RECrF D Retain a copy with )mit 1, l Date: air? 7 1 Dyg- oo ?a. PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. I-1 $42.'6 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: G is Q, L. a v...3 Type of inspection: S ID S SS L..3 /"1 Address: IyY)..0 4'&' Au 5 Date called: io -S -iik Special instructions: . Date wanted: io- 1r Fr a.m. -. Requester: I / Phone No.: gala - 727 - / ?.5 • • • +M� INSPECTION REC , Retain a copy with pL i it INSPECTION NO. CITY.OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. D9153-00A, ERMIT NO. (206j 431 -3670 i Corrections required prior to approval. COMMENTS: /0/6 figa4 - *Q.24 6/146, CcN S T S c«r 1 4kwAit ... /j 5 o /J Skse �c f , - `) . pec,r 7 - i5 - `l) 0o -4,-.) seota Inspector: Date: tv 1 0/(47 , f 9) r� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj ct: r m () C Type of inspe� G awe Address! I t-- Z6 :. G C � Date called: F Special instructions: - Date wanted: p- / C p .m. Requester: _ •1 Phone No.: (-)g gC. I . Inspector: Date: E -boy PERMIT NO. INSPECTION NO. INSPECTION REC Retain a copy with CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. $42.00 RE NSPECTION F / REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro c m /j_ n5 k k h Type of 'nspecti i ,. wai Address: � '',5 1�v� Date led: ed: 7//4/9' Special instructio s:. _ ' 1/ at 1/ 71:0 .1711 'N f .11poiant-o-)1-1/1.5'-, Date wante 7/1s19 . �, • fir . p.m. • Requester: � .1 tor ` -.80� 4 //7 ' 7�6g . t o '�:tg^: n:a�.++w ••r.�.�. ..5.. w:513"5':yr'. }.�'rn?:'a. ..+�� 11'+ rn ntT.'4'�•�v;: w;r�; `.r�r,.�.: -�: INSPECTION NO. INSPECTION RECD Retain a copy with • mit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 r� I Approved per applicable codes COMMENTS: I1 .69g L oo9a Corrections required prior to approval. I Inspector: r $42.00 REINSPECTIKN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100, Call to schedule reinspection. f Receipt No.: Date: PERMIT NO. Date: Project: -( , ! (� f-} qt1 � J Type of inspection: Date called: Address: 0- S Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 Approved per applicable codes. I Receipt No.: INSPECTION RECOP"N Retain a copy with pe�.. �q - 7 RMIT NO. Corrections required prior to approval. COMMENTS: Inspector: 6 Date: 1 -3670 _1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: - k W .^ �wU get Type of inspection: QD Address: y -- 5 . gu S. Date called: d /1 Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION RECOPn Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: I I • . te e',.. = T "tr.`ti:i3"'!:: !'fi.'e: Corrections required prior to approval. COMMENTS: 41 -M — 000 c/3'd-1 t✓ — ► tZ - p2) Date: w � r /7/* 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee 'must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje1(ct :: f + t / 4 _/� / J / �� ♦ 4V �,I' .\,,,,,t1 4�'i 1 ICJ r'.C l Type of inspection; / /� ^ . ` 1 ./. 7 1 ri 1 , Address: Date called: Special instructions: (641CA -c-ii, . Se L.g.6 '� al 1� p - � 4 •5 - R t0 - 90IS Date wanted: / ` IQ -f �a.�T Wm Requester: VI 6( -4 6 Phone No.: -) 4k,,, rr fx��l, 7 D 1 -1t5, r ' '1 �x7s v. ^2� -` it'i� '"'xr s'•.' + i+ F"tr't(te-.';!A".''ertr3f'a'0.• ' — ,- ; , 1y " fi n '. ^' INSPECTION REC` D Retain a'copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [Approved per applicable codes. COMMENTS: Inspector: i k PERMIT NO. (206) 431-3670 . Corrections required prior to approval. .4 Date: r_I $42.06 REINSPECTION FEE REQUIRED. Prior to inspection, foe must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Materials: (All New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and elopes are less than 15X. Ductile iron(polyethylene encased) — peat or potential corrosion areas. Ductile or Cast iron — Justified due to scouring velocities or soil problems. Cover. 12' Min Cover required over all pipe. Slope: Min. 2% Max. 20% without anchors Anchor for >20% Plugged Clean Out Total g0' requires Clean Out) Long Sweep Bend PROPERTY LINE Plugged Clean Out (Wye) Show Address on Plan. 523 BIRCH ST. 4' Sewer Pipe 10' Min. (Remove or Fill Existing Septic Tank) INSPECTION TEE AT CITY R/W UNE Sall Pipe Adopter Sanita7 Sewer Must Be 18 Below Water Une When Crossing. s t a R/W Clean Out 6' Plug 6 X 6 X 4 WYE 6' SEVER PIPE STREET B' or LARGER MAIN SEVER Use Saddle for Existing Main. City of Tukwila Test Tee & Clean Out Detail WZRZWZOMM 18 10' Min. Cover unless extended to Crude. DATE: 11/22/96 30' SANITARY SIDE SEWER WA V role. SS -1 ti .+ wolowe woos FOGTITE /1 3/4'. FOGTTTE /2 -1" CONCRETE METER BOX TRAFFIC LID WHERE REQUIRED PLASTIC IN LAWN OR STEEL IN DRIVE AREAS FINISHED GROUND UNE TO NEW MAIN 24' BURY IN SAND TYPE K COPPER City of Tukwila METER TO BE INSTALLED BY CRY NOTE: 1. SINGLE SERVICE LINES ARE 3/4" TO 1" DIAMETER(CTS). 2. EQUAL MATERIALS MUST BE APPROVED BY THE CITY. 3. COPPER SETTER FOR SERVICES WITH MULTI - RESIDENTIAL EQUIVALENTS AND ALL COMMERCIAL SERVICES SHALL HAVE A BY -PASS WITH A VALVE WITH PADLOCK WINGS. 4. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS• WHERE POSSIBLE. 5. SAND BEDDING MATERIAL SHALL BE USED TO BACKFILL AROUND CORP STOP AND SERVICE LINE. DATE: 11/22/96 — TYPE K COPPER PIPE — PVC — POLY ETHYLENE POSSIBLE PARTS LIST: 3 - 1" COUPLINGS MUELLER 110 X ANGLE STOP 1 - 1' OR 3/4." CORP STOP FIP X 110 1 - 1" OR 3/4" X 2" BRASS NIPPLE 1 - 1/4" X 1' OR 3/4" BRASS BUSHING 1 - TAILPIECE X 110 RESIDENTIAL WATER METER N.t to mak. WS -18 ■ 12 NOTE: Use — Fog Tite #1D or Equal OFC #511— City of Tukwila 5/16' STEEL TRAFFIC BEARING UD (WELDED LEGEND - .W.M1 3/4" WATER METER BOX IN DRIVEWAY /ROAD SHOULDER .� DATE: 11/22/96 WS -14 no r�tw�w�owrw 4 0 4, FE 'NC CONC. SIDEWALK INV.EL186.23 lot L 123' *SANDARY.:SEIWERM A3N+ Q 57th AVE S STORM DRAIN' I O 4 INDICATE EXISTING TOPOGRAPHY AT 2' INTERVAL DOWN SPOUT (0.5.) PROPOSED TOPOGRAPHY AT 2' INTERVAL 84' 0 INDICATE IE AT ALL CONNECTION YARD DRAIN IW.EL 186.23 142' City of Tukwila 200 52.3 Birch Street LOWEST FLOOR ELEV- 200.E2 V CLEAN OUT (C.O.) D.S. --# 4 SIDE SEWER MIN. 2% / \ 0 STORM DRAIN (S.D.) 0.5% C.0 SS STU IW.EL 188.7 10' MIN. WATER '''MAIN 1 - 1 22' INV.EL197.14 26' 16' k 4- 3/4' METER MIN= 20 62'02% C1 DRAIN NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING DRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWALK DIMENSIONS, ETC. DATE: 11 /20/96 24' YARD MINNS 19 INV.EL187.50 it SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL t{aLto 'oat RSITE PNEWIWWWWWWW i p..J ARCHITECTS NORTHWEST LATERAL FOR PLAN 1706/2 Sr4di cf Guge,e: A21441. Zdp AA' 41 A2 .6fgel )d-d-44.0 0 ALri-//504-ITAti 6”ac. , 75rEl 297 ; Z /doe,r6r /F-e.A• )(1.de 1.6) 2 7 1,0,_ /25A 2 18915 -142nd AVE. N.E. / SUITE 100 PHONE: (206) 485 -4900 o P/64- 0121 D9s mz. CITY OF TUKWILA MAR 2 4 1998 PERMIT CENTER W00DINVILLE, WA 98072 FAX: (206) 487 -6585 12" 12" 12" 12" 12* Yes Yes Yes Yes Yes Yes 518 "0 @ 48" 518 "ew ?T 48' 518 "m 0 48" 5/8%10 24" 2 16d 0 5" 314 "o @24" 3 16d 5< 518 "0 ®24" 2 16d r 5" 314'm @24" • (3) 16405" 314 "0 " 20' 4 I6d r 5" Nail Spacing Top/Btm. Studs Plate 7` 7* Blocking 11 i' No No Plate Anchors Plate Nailin 48" 164 ? 10' Elam -Fir M2 liFt 200 250 300 770 620 920 1200 1540 Smear Wall Notes: SHEAR WALL SCHEDULE Doug -FIr 12 //Ft 100 125 150 310 460 600 1. GI - Gypsum wallboard one side. 62 - Gypsum wallboard two Sides. P1 - 113" Plywood or A.P.A. rated sheathing one side. • P2 - 112" Plywood or A.P.A. rated sheathing two sides. 2. For 2' o.c. or 3" o.c. nailing use 3x studs. 3. Nails shall be 10d common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 05. All panel edges backed with 2 -inch nominal or wider framing unless noted otherewise. Install panels horizontally or vertia ly for o m plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches - nm on center 0 intermediate supports. 1 a 2- L / lS 75 / 2Z. 45- R..40 = (/'; g44./au/, 67S z/' 1-00,4022 / . ./C /, -760x 3 - a 02.1 Wsifid gAr04;.z /vswot 4, 60 OITRECEIVED KILq MAR 2 41998` PERMIT CENTER › did e 4c._ il otsra/ 5v‘hi1/44644), /1/4 4-4- ll /gr = c.74./.....fr. a b' )4 1,5z: 5 /2.o 3 Airaill. l5Ne 2‘ ..60 �.> 24150 - 2 9�' 4 ° )1,40,6. /sip a' 0 0 G /74 Gdah. CITY RECEIVE MAR 2 41998 PERMIT CENTER gueei 41/ z laf95 -t Acakc 7i / /I 4 $' Mirk/s ,. RECEIVED CITY OF TUKWILA MAR 2 4.1998 G� / ?s - f *xCO may. 27/0 G541dd 5r Mfr-Vs"" RECEIVED CITY OF. TUKwo .. MAR '2 4 1998 PERMIT CENTER RECEIVED CITY OF TUKWILA MAR 2 4 1998 PERMIT CENTER - -- TP-AA/Sm Co Knecxre Xt • .? v allowno■Nonli( 1 . 1 ■ 11 ■11■nolK etoostalC 1100 •••••••■■1101( ".••=momm. ••■••••211X •••••• .0w -, !an have ep !rIment fo ACCC ' een hv th Public :- of dards or r Li • . ..ly adc uacy of e dc. ;II Jig . Additio s, delc;: (-_: ._, .... _,-..... ;0 dr: ings aft ,r this ._.to vii:i ‘,..c.J is itanc: and will requird retut.: of 3d dra vings for sub equ nt approv41. acccp nce is subject o fie inspection by Vorks utilities iispec r.' B 0 z: ic stope_ !zest. k_ c ,„ 1. --- R9 y o se v • C;7 07,e Z3 vievav - y scat co 5 0 ofcx 4 4,1) 11 - f oa t,lf- tier' _ of-t tz: 1 Lr A Fe. MC- • rhm-rAtitat ; fay te- iec' iqc62 tf-/-e slueb kt: 20&--. 717 , D e.0 •e%St 3ro- pLA-vi-yoostr 401 ge — Pocr-Iletereck r%) Slo#6 %tips4c. Xg" Sec-Tto 0V- Dtvt.1=-Sot.) t iTc-k Ct StAle-P-Ac-C 4,P tA)144. lae_ 30ct RECETWEn D9v• cog WORKS . • • Rock outlets with high velocity flows may require frequent maint ae. Design Cr ttri • Refer to FHWA Hydraulic Design of .Erse - fgv Dissipators for Culverts and Channels, Hydraulic Er girt erring Circular 14, September, 1983 or Design of Roadside Channels with Flextble4iiiings; Hydraulic Engineering Circular No. 15, April 1988, for specific criterja: t'' ms s' y' • If there is scocf at the outlet, protect the eroded are measures Maintenance Figure 12 Silt fence typical detail. more conservative Temporary sediment trap consisting of an entrenched geotextile stretched across and attached to supporting posts. Silt fences are adequate to treat flow depths consistent with overland or sheet flow. - - - - - : • - - - - - - - - : - - - re Unsupported silt fence does not have mesh backing and may be supported by wood stakes. s7" �1 c c L�N5 �Y /40 Pe Tad t-T r9te.. , ii'a 544,4 cC) &As Silt Fence 1 ii . I t I t .. ... ■■ ■■■ ■■ � a, i, rk ll -It 1•IY�IYIt�,■ � t t ■o�■a■■■ : :� tisf :E` T rt`T`;r: ®@I ®tii \ ■■ : ti , 1 � ® ®�� t , ,i t, :C. { : i t t t t t i l f, ,i of i t i t i t t i i, l { t t t t t t , t, 1, ,1 t i .iii ii t i s l i . i s t . �. �:r-r rr•.....- t r.rr • i r�..rw -r... �.r...�r -.rr jr�.i� TcN 009 a Chapter 1 Erosion Control Page 38 Advantages • Reduces runoff velocity. • Requires minimal ground disturbance to install. • Relatively inexpensive. Applications • Use silt fence as the sole treatment when the area draining to the fence is less than 0.3 hectares per 100 meters of silt fence and the average slope (perpendicular to the fence) is 1:3 or flatter. Otherwise, use silt fence in conjunction with other measures. • Do not use silt fence on slopes steeper than 50 %. • Do not use silt fences in v- ditches or streams . • Install downslope of disturbed areas and prior to upslope clearing and grading. Disadvantages • Applicable to small drainage areas and overland flow; not applicable to concentrated flows. • Incorrect geotextile (AOS) or installation decreases fence performance. • Requires frequent maintenance and inspection. Design Criteria • No formal design required. • Show silt fence along ground contours according to the flow lengths given on the typical details. • Intercept and divert concentrated flows which occur uphill of the fence. • Show the ends of the silt fence placed upslope. Maintenance • Immediately repair any damage. • Remove trapped sediment once it has reached 1/3 the height of the exposed geotextile height. • Inspect for channel formation parallel to the fence which indicates the geotextile is acting as a flow barrier. Replace deteriorated or clogged geotextile. • If an unsupported silt fence is not strong enough to withstand site conditions, support the fence using wire -mesh backing (support) and /or closer post spacing or install an alternative measure. Chapter 1 Erosion Control Page 39 t 0 0 ) 0. • beis-oact2. 30,D _5c4le --- 3 4; / Pvc sot: 35 IVA 8 8C-K 64s KettD 7 - 0 3 JUN 2 4 199 AS NOTED PER PUBLIC VVORI BUILDINb D1V151 N "1-1":r4 n 7 -L9 - 7„,ferl4a5 )0 N. -2) CITY OF TUKWILA ' APPROVED CITY Rn'ETUVEKDWILA JUN 1 1 1998 PERMIT CENT6fi P •■. n coot thit o ttpit 19/1 11 eZ. eekonotio Wn qe253 (/25) ott'Te- rIETEK 91.00' Fo PVC SD APPROX. FUTURE BLDG. OF 3 BDRM (505 rO.FT. I ( 1780 SOFT. IMP. sari-. Pi U7 / (1780 SOFT. IMP.) / COIGNE FUTURE DRIVEWAY ()RAIN Tb.00F OFjA.IN Ni LO + " i p 4 "0 C.O. �0 8� -- _ / \� i CONC. PAD 91.00' GORDON BRONSON 9 5360 U) z In 4Ew 8" CB — NEW PVC CATCH BASIrl NEW Cr U U) N 5 sys : � • oJ,.7 5 CONCEPTUAL DRAINAGE PLAN FOR: CITY OF TUKWILA SHORT PLAT No. SP- 96 —XX - 0 0 9ZT 96360 °r 1 it4 N � 00 ,;.4k) GtT OF � KWiLA t R 2 k X998 PERMIT GEN�Eg C z I . a g g 8 o 9 g a 0 W J o c Materials (All New) PVC — Min. schedule 35. Concrete — Where soil conditions permit and elopes are less than 15 %. Ductile iron(polyethylene encased) — peat or potential corrosion areas. Ductile or Cost Iron — justified due to scouring velocities or soil problems. Coven 12' Min Cover required over all pipe. Slope: Mln. 2% Max. 20% without anchors Anchor for >20% Plugged Clean Out (Total 90' requires Clean Out) Long Sweep Bend 4' Sewer Pipe C t. PROPERTY LINE Plugged Clean Out (Wye) 10' Min. Plpe Adapter (Remove or FlII Existing Septic Tank) INSPECTION TEE AT CRY R/W UNE Clean Out 6' Plug 6 X 6 X 4 WYE 6' SEVER PIPE STREET Use Saddle tar Existing Main. Show Address on Plan. 523 BIRCH ST. Test Tee & Clean Out Detail EMMIRMWEIZ 111' 113 Min. Cover unless extended to Grade. B or LARGER MAIN SEVER Sanitar Sewer Must Be tt7 Below Water lino When Crossing. t B 30 • • City of Tukwila SANITARY SIDE SEWER DATE: 11/22/96 SS -1 • NM Ls sak moursoyorwass FOGT1TE /1 3/4% FOGTRE 12 -1" CONCRETE METER BOX TRAFFIC UO WHERE REQUIRED PLASTIC IN LAWN OR STEEL IN DRIVE AREAS FINISHED GROUND UNE TO NEW MAIN 24' BURY IN SAND TYPE K COPPER METER TO BE INSTALLED BY CITY NOTE: 1. SINGLE SERVICE LINES ARE 3/4" TO 1" DIAMETER(CTS). 2. EQUAL MATERIALS MUST BE APPROVED BY THE CITY. 3. COPPER SETTER FOR SERVICES WITH MULTI — RESIDENTIAL EQUIVALENTS AND ALL COMMERCIAL SERVICES SHALL HAVE A BY —PASS WITH A VALVE WITH PADLOCK WINGS. 4. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS. WHERE POSSIBLE. 5. SAND BEDDING MATERIAL SHALL BE USED TO BACKFILL AROUND CORP STOP AND SERVICE LINE. — TYPE K COPPER PIPE — PVC — POLY ETHYLENE POSSIBLE PARTS LIST: 3 — 1" COUPLINGS MUELLER 110 X ANGLE STOP 1 — 1" OR 3/4" CORP STOP F1P X 110 1 — 1" OR 3/4" X 2" BRASS NIPPLE 1 — 1/4" X 1" OR 3/4" BRASS BUSHING 1 — TAILPIECE X 110 • City of Tukwila RESIDENTIAL WATER METER Net Lo aosto. DATE: 11/22/96 WS -18 NOTE: Use — Fog Tite #1D or Equal OFC #511— City of Tukwila DATE: 11/22/96 5 /1E STEEL TRAFFIC BEARING UD (WELDED LEGEND - 3/4" WATER METER BOX IN DRIVEWAY /ROAD SHOULDER t. WS -14 123' INDICATE EXISTING TOPOGRAPHY AT 2' INTERVAL ` g9 DOWN SPOUT (D.S.) / STORM DRAIN (S.D.) 84' It ""C" CONC. SIDEWALK INV. EL186.23 «AANITARYoSEWER t. 57th AVE S STORM DRAIN PROPOSED TOPOGRAPHY AT 2' INTERVAL ,96 r 0 INDICATE IE AT ALL CONNECTION YARD DRAIN INV.EL186.23 0.5% 142' City of Tukwila 200 523 Birch Street LOWEST FLOOR ELEV 200.e2 CLEAN OUT (C.O.): 4'• SIDE N. SEWER MI 2% N. 2% C. INV.EL 188.7 O.S. 10' MIN. WATER 'MAIN INV.EL 197.14 W 22' 26' K l0 3/4" METER 1 0'CMIN- 20•.wx 62'02% NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING DRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWALK DIMENSIONS, ETC. DATE: 11/20/96 24' INV.EL.187.50 RSITE YARD moor mama r , v�r r DRAIN SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL Hot to wale. TO: FROM: DATE: SUBJECT: JJS /tkf C City of Tukwila Department of Public Works Permit Center Public Works Engineering June 19, 1998 Carnahan Construction 14420 - 58 Ave S Permit Number.: D98 -0092 Contact Person: Hen Carnahan Phone: (425) 868 -9015 3/4" Perm Water Meter Access Sanitary Side Sewer Storm Drainage NOTIFICATION OF UTILITY PERMIT ACTION PERMIT FEE $260.00 25.00 20.00 25.00 TOTAL: $330.00 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JUNE 19,1998: Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Dept. (with copy of application) John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 June 1, 1998 Mr. Hem Carnahan 9819 - 218th Place Northeast Redmond, Washington 98053 Dear Mr. Carnahan: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0092 Carnahan Construction 14426 58 Av S 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 comments from the Planning IDivision and the Public Works Department. At this time the Building Division, Planning Divsion and the Fire Department have no comments regarding your application for permit. 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. 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, f-v9A-6. Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0092 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: May 27, 1998 PROJECT NAME: Carnahan Construction PLAN CHECK NO.: D98 -0092 PLAN REVIEWER: Contact Tammy Frederick, Permit Technician at (206) 433 -0179, if you have any questions regarding the following comments. After reviewing the plans you submitted the Public Works Department finds that the site plan is incomplete, we will need four (4) copies of the site plan showing the following information: 1. Show hook up to Sanitary Side Sewer. Including where the connection will be made from the house to the main. (Refer to drawing #SS -1, attached, for construction details for you or your utility contractor's use.) 2. Show water line connections including the location and size of the water meter and the connection from the meter to the house. (Refer to drawings #WS -14 & WS -18, attached, for construction details for you or your utility contractor's use.) 3. For storm drainage show how and where you will tie into the existing system. 4. Show width of driveway and the edge of the pavement. 5. Show the location of the closest power pole and how the lines will be connected to the house. The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 6. Show width of access easement and or driveway leading into the property. 7. Is the line shown on plan the property line or the start of the easement? Please verify and show both on the new site plan. The water, sewer, phone and power can not be placed in the same trench as shown on the plan. Please separate and show as indicated above. A sample site plan and a H9 check list are attached for assisting you to prepare the above requested information. Please contact us if you need further assistance with your site plan revisions and we can go over it with you before you resubmit. Please fill out the attached Metro Sewer Certification Form and return it with your re- submittal. cc: Gary Barnett, Public Works (........ City of Tukwila Department of Community Development May 14, 1998 PLANNING DIVISION COMMENTS Carnahan Homes D98-0092 Please contact Michael Jenkins at 206-431-3685 if you have any questions about the revisions requested. John W. Rants, Mayor Steve Lancaster, Director 1. The minimum setback for the first floor is 20 feet and the second floor at 30 feet. Please revise the site plan accordingly to show the correct setback. A copy of the development requirements in the Zoning Code has been included. 2. The application materials show the house sited on Lot B in one location while the plot plan shows the house sited in a completely different manner. Please submit a site plan that correctly shows the setback from all property lines. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 4313665 April 16, 1998 Dear Mr. Carnahan: Building Division: City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Mr. Hen Carnahan 9819 - 218th Place Northeast Redmond, Washington 98053 SUBJECT: LETTER OF INCOMPLETE APPLICATION Development Permit Application Number D98 -0092 Carnahan Construction 14430 58 Av S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 24, 1998, was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Division, Fire Department and the Planing Division must be met. Contact Bob Benedicto, Sr. Plans Examiner, at 206 -431 -3670 if you have any questions regarding the following comments. 1. Single family residential permits must be accompanied with a separate application for all mechanical equipment. Please include equipment specifications. An application has been enclosed. Fire Department: Contact Nick Olivas, Assistant Chief, at 206 - 575 -4404 if you have any questions regarding the following comments. 1. Site plan needs to be at a legible scale and show access with dimensions. Planning Department: Contact Michael Jenkins, Assistant Planner, at 206 -431 -3670 if you have any questions regarding the enclosed comments. /.30/) Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • 12061 431-300 • Fax (206) 431.3665 ( ....... Mr. Hem Carnahan April 16, 1998 Page 2 Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0092 P96 -0123 laca 66-9 The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not required revised plans but requires additional reports or other documentation please submit four (4) copies of . each document. 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. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, March 26, 1998 D98 -0092 City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS Please contact Michael Jenkins at 206 - 431 -3685 if you have questions, abou'c the revisions requested. 1. The application materials show the house sited on Lot B in one location while the plot plan shows the house sited in a completely different manner. Please submit a site plan that correctly shows the setback from all property lines and in relation to the surrounding properties. John 1-V. Rants, Mayor Steve Lancaster, Director /1l()() rntfhh ^nnrnr flruln "Wow ?1 (70 • Tr•'si,ll^ "9'Op.,, "W )A . /Il.1(,7/1 r.,.< , 1,1 r~rr c c Perm £moit � PLAN REVIEW /ROUTIN SIP ACTIVITY NUMBER: D98 -0092 DATE: 6 -11 -98 PROJECT NAME: CARNAHAN CONSTRUCTION Original Plan Submittal Response to Incomplete Letter %X Response to Correction Letter # 1 Revision After Permit Is Issued DEPARTMENTS: O Bui ding Division Rj Fire i vention M fZ °TA' ub is Works NI � ix Stru�t lral 1 (n� ik DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route Routed by Staff \PR•ROUTE.DOC 6/98 CORRECTION DETERMINATION: (if routed by staff, make copy to master file and enter into Sierra) J(i Planning Division AM ermit Coordin for DUE DATE: 6 -16 -98 No further Review Required Not Applicable ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 -14 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) REVIEWERS INITIALS: DATE: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE. ACTIVITY NUMBER: D98 -0092 PROJECT NAME: DEPARTMENT: uildig Division Elg P Walks U W � 5 (3-7 - - DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete Comments: TUES /THURS ROUTING: Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS. APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions «eeAlOn 14(1( REVIEWERS INITIALS: V'R•ROUTE.DOC 1/98 PLAN EA SLIP CARNAHAN CONSTRUCTION Fire Prevention Oa_ 6-448 a Please Route ❑ CORRECTION DETERMINATION: Approved n Approved with Conditions DATE: 5 - 11 - 98 Plan ing Division g ►t lr� er i t oordinator DUE DATE: 5 - 12 - 98 Not Applicable No further Review Required DUE DATE: 5 - 26 - 98 DATE: Not Approved (attach comments)ti (r( DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: REVISION SUBMITTAL DATE: -5 " / ( " PLAN CHECK/PERMIT NUMBER: p 9K o 0 �' Z PROJECT NAME: ((tIii't �( IVA &�L t.:02( PROJECT ADDRESS: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 CONTACT PERSON: 2.rt kl h 19 PHONE: REVISION SUMMARY: Cc) t grt r- �� Ylil�� G• 19 iY'/ �°.� ��'�1�� I t'-(4'r) ss e'r s-7/ 1,1-1(3 ///('k SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY D*COL?2.S V64'- 90yI5' RECEIVED CITY OF TUKWILA MAY 1 1 1998 PERMIT CENTER 3/19/96 PROJECT NAME: d OK 6 REVISION SUBMITTAL DATE: PLAN CHECK/PERMIT NUMBER: 6 - DD 9 - 2- PROJECT ADDRESS: / 4 ' 2 p I S g' So CONTACT PERSON: /44 10 • h /4'Y PHONE: /7<?�S -ref- 1' 01 5 REVISION SUMMARY: (&4 S C.� s' <7 foZ79 Bldg. C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 G" T OF TURwitq ..JUN 1 1 1998 CEWTE SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY Planning Fire ublfc>>.Wor 3/19/96 Revision No. Date _ Received Date Received Staff Initials Date Issued I I I 1 Staff Initials 1 I • 7 _ ,20._q9 j.l . Su mmary of Revision: e, Liptai Received By: / Received By: Revision No. Date _ Received Staff Initials Date Issued Staff Initials I I I 1 Summary of Revision: 1 1 Received By: Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials 1 1 I 1 1 Summary of Revision: . Received By: Revision No. Date Received Staff Initials Staff Initials Date Issued Staff Initials I 1 1 1 Summary of Revision: Received By: Revision No. Date Received Staff Initials Date I Staff Issued j Initials I Summary of Revision: Received By: PROJECT NAM E:Ca -rh -2.47 C s rc' " & Site Address: 4/ a(0 st y'`' Ave So PER41rNO: #O' Original Issue Date: -� REVISION LOG ) (please print) (please print) (please print) (please print) please print C City of Tukwila Date: 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. 7- 1? Project Address: — c�--- Contact Person: Received at the City of Tukwila Permit Center by: Plan Check/Permit Number: ❑ Entered in Sierra on fo ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued Cc fl &-�ca -r) C �� s S PJ2_ati a-- Project Name: ��" t /' �j � � hi v 'hone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 '- 90 /6 06/29/99 (.......... . REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 CARNACC065J1 04/18/1999 EFFECTIVE DATE 04/21/1994 CARNAHAN..CUSTOM CONSTRUCTION 9819 218.PL NE, REDMOND WA 98053 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES I PI WSEC CHECKLIST S R br, OTHER FUELS CR 5 TRADEOFF...Lc PROPOSED NSUA,ON. 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STORM v. �-'3 x - r _ e . .: 1 k4 �• T.tt"oG � a ... 6 ML BLA APOR, BARKER j _ X _,„e,,,,,,,,,..,.. o r .:. 6 B. ?Nl_N (2) A4 BARS CDHT. I .I .. 1 - •• 1_ � ( f Y f " •_: ..� '' ' ma, �i TA'M4 CONT. 807.... - SCALE T • : M FD \ . ' L' -:' v - v, °- P71 4 Cat. BOTTOM 6 ML VAPOR B•'. -. ) #4 L01+T. � �� MN - .... - DI #4 •' . BOY. I r te . X I NOT SCALE 4' �y PERE - \ 1 6 - .12,1'--,14 'sLrl c . 7 • -}p , BOTTOM 4• p PH+F. 'J 6 12 4 O FERE. \ 1.4' L 8'..- I-4 1 4' 0 PERF. I� I 6 K I• FDfI:DRAAY rTL TO Fp{ pTyyy x x x k SCALE 7 • P-P �4 - PORG1 -1 SLA13 /RAISED FDN. FM WAD A k rr F �2� 5 FI `I. WALL M SCALE • 7 • • MI DRAIN 'r(�' - � - 2� - 6 FDN. WALL L. "S PORGN .SLAB /PDiy.'' ,5 C ONTINUOUS FOOTING FRAME AND FO.ADATION 5LL PTA 6L'�%YT AI'YhU' R BOI-TS F�tRR b}EAR WALL SC IB 40 O ELSEL. A d 7F MAX 0 4 . E TDS,a JY1STMLIi�7UIT 3/4'766 PLYWOOD AHFLR EXT. 6LllEU N ' D NM:ED '. ' � FRA^8K Dt•'E7'IS211 .- < r F ,. •• i fS• 7" waaaa VkTF O / . . BLDG PAPER OR AR TRA - ti BARKER O/ - P R PLAN M_ TAL TES 15' OL WAT % /// ,4 / ► C �; I / �� Ie %// �� 2X4 S1LV 0 16' OL. R 6AT f$ . t •. R-19 8977 37 Tdb 000 EXT b (PALED' I .O . % I ®� � IO ® Id • 2X4 STUDS AT 16' OL vs. TTP E'X' 6.WA 9 ALL ca- t-Y/1Y LMYG WALLS. '.. R•B BA7T. tELil.Tb1Y FACE STAPLED. . VEMER 0/ b BLDG. PAPER OR AR ' AWR BA .RKER ,' SAM d/ PFR • - METAL 79_5 AT OL. T - - :2h �k s ! 6RA lF sa.Od. % /// /�, j � �% -. ox /0 . ...) F -� Al 2X4 STUDS AT 16' 2X4 PR= E TED � k1 i BOLTS PER -EAR W SLHE0.4_E (6 40' OL. Q. 1 0. MAX FRAFROM 4' CONC. SV B 41,IL 6 4' 6RANl.IAR FILL 'f- r Dn F1 PER ELEVATOM O/ 15 L8. BIRO. PAPER OR AR A4t1LTRATYIn BARKER 0 / SPEARING PER PLAN � I l AT OL. 2X4 STUDS K' 2X4 P TREgTED SLL PLATE W/ 51S• (p/. YP BOEUDT9 W S4F�R EAG1 1 �� 1 II f e ��iii';eAiii/i1�,i'i,�,'�Ih ` > 4' Lq'IC. SLAB O/ 4• "� � - ELSEWHERA d12' MAX FROM E19Ta a JNiS T rrl 1 4f1a . 4}!T . 11166 FLASHNG �G f3) 3/O WEE 4iOLE5' ,,: /v,� sOLDbR0.1T BEL Kai-AS-0Y6 ,S ® f r } �rr��A _ ,� . ®�I„e�,,,9 2X 7.6 Z . PLAC t � b OPTIOMAL � M_ V� TER O/ 4' 6RAtA • . 1 - O# � .9 '� 7J1A ,9l - 1MA r. 1 4...L 96�Xp PG,+ WALL R ".iE i(1HX - " •f 7 B• V M P. R fl BATT. V LATOM (DIM BAR CONT. TOP. 6 ML BLACK VB. 1 .. /D #4 BAR CONIT. TOP � � C01if TOP ® , I J � l- ►.., .. _}� ( p � e "� LO nT T � • ♦ ® 116.14D-PE H a,(I'� ppp� A d°I . A � . •� -� �� , ' . .. � •� I° - i o 4 t:: > . t' • ... rrr,,, ��tgq°°°Ogq}} � - f . . • S , :.. • VB, .....11f�� T ST DR AM / f, Y� /C :.f R F ROARED -'-,'- . _ _ ' -•._ �'. .. -. - �'.. t- r _ .. 1 +. { . TWELVE 1 - v RFs - #4vERT.603 p0•.POA 1 �• • ...Oa- #11170213 Tt2 _ _ � - i 4 oc, 121 #4 L171Y7. BO .. S \ 1 , \: ma • ii /� n.) #i CONY. DOT. N 1 - 1 1 � I`\ -0 #4 0) CONT. 121 #4 CONY. 00TTOM k' 0 *4 4 4. PERT rf 4n /f ‘5" B •f 4n +f m FC14 CRAM SCALE . i • 4' 4 PERE.. 3 6r 3 4' m PERF.- J ( , : 7 F LM c4.91 SCALE , T • O SCALE .1 • O T FM DRAM SCALE • T • • X \ 5 TTP. FDN. /13RIGK .VENEER - - �. '.. TYPICAL OARAGE FPM. 1-1OUSE /6ARA&E FDN. . 9 6ARA6E FDN /i3RIGK VENEER 100 3/4' TOG PLYWOOD SU.BFLOOR -- EXT. CLUED AND NALED 8 -A BATT. FF0)LATIOn MN .. SLUED AM R � P E2a ,,� 204 TOP PLATE I -__- / -.' -_- -.. - . TOTE I At -' - ` �05E OF'EI'f•IG. ryy I TO U DC A �- 5PALPG #ETWEE1 MERI'E1ATE 6UARDRAL O BE ' 0000 08 SHALL NOT ROSS 11 R A IF7ER5 T L015`/JRI•I 5EC.7 HEADER O 16 .... __ yTAPLfS I PEIY'R HN.A � S FLATS r STIIDn 1 IT -1 Tr ',, �� ,, ' ,,,,,,,,,, ,,',r, 2X SOLD BLOLKfG I IIIII HEADER 176' OS.. E.W. APA RATED. SIF� RATED D 51 I I I I .' 124' ( 4 10 � ' RPM K � ■, 111 'u I � 2 Ai'D D 2% STUDS . -_ 1 � ;; RN JOIST ?, 314 IXP. 1 iPAH022 1 I I R L DC FW JO OR TJ15 OR PER 675 PLANS .� ,� BEAM PER PLAN1 , 2X4 CLEATS 2 FLOOR .DSTS , OR TJ15 PER PLAY - t�� 2% OR �` 4 BLKH6. if i l l i ,S_ S'f An - AP HOOKED - WOOD T O c S W 0# - C # C1 34 EAP, ill) 0• PANELS \ - 1 _ - �_ I ..1 I B`I I� e �. � G B AM _ 711 2% PLATE NA[. 4 2 2 ) P A TO EAL61 PI 2X Ml. . l F' WE PAM. i . . - ' p ( l y 4 • _ - 0/ TYPE ';C 6N8. / � 2 LAYERS A./ S BELOW STARS 131 2012 STRINGERS - , BEAM PER PLAM 4 0 ., `l, .. t FLOOR JOISTS R 9 TJLS. PLAN ` SWOON 11344 r. POST PS PLAN ! BULpNK PAPER 90# FELT POST GAP POST • '" kk ®I - Y ® _ o 7 ' 1.. •'1 _ 1'�. roT TO SCALE 1 1 3 7 24y �2' WCE l e G MNM1' FACE II I I I , j F --1F °111 l TRFJD • - - � 6 np. ��EE I) ,. t .: 4 C - �� FRE BLOCKRK ®MID - SPAN d ®WALL ALOf 57RER BE TWEEn STUDS AND AT TOP AI'D BOTTOM OF STARS a 114 BLOCK NOT TO SCALE T MIYBhBE1JhEni � I � 11111110.4i =N�NI ° '- N: NI o A ' LATERAL' RESTRA NT. PANEL sim. use HT 22,w/ SSTB 20 instead of HPAHD 22 � T SEEP " NOT TO SCALE ' " 2 / 11) ISOLATED FOOTING 12) ,: SUNKEN FLOOR 13 LATERAL RESTRAINT PANEL. TIP. INTERIOR STAIR P.T. TOP RAIL POST - 2X4 PT. DECKMI6 13 , i . COMP 9- IIKLES 0/ 11 L8 FELT LDX VT PLYWO FELT .. '�� \ LOFP. 4-001005 O/ P Le. a. CEDAR SHAKES O/ 30 f; T 0/ YT LO% PLTW OOO _ EAT-NG O / 2X VEn O/ MG, . -- CRI:KET `D 'GIRJ.TIOh 0I , 2 X 4 . MAILERS 4 \� 2 N. �0 s %6 1612T-UP CURB s \ _ _... - 5R / I , = \ 246 _ ���` M4 4X4 IMERWOVEn 0 / � ✓53 BATF # - 2X LFRAY6 JOISTS 0 24' OS. R-30 FELLATION � / .,,, ` . \ RYSA D.TIOM B•.. E 1 V2' LL ALE I!&h EXTEND D' ABV. FELL 7 V2' LLR, ARSP � OR SKP.S- SATINS 1X6 W/ ® SC A / H HRRY+ME O 1-01-1,0,41 PRFAB. PROF TRU5 / OR ROOF BLOCKI'I6 HOT `.]aT.4Y - 2X BLOfA' -fK w /•1-- Ise rLn E NALSVBLOCK416 r... 9. WAS. 110040 - . - 5" iz.,,.__ OM OF TUKWIU oMwrE JUN 2 /1 1998 1/ "'' " \4. \ �� ' �� • r• VknIED 2X BLOCKrtS ` 5' LOIYPIt J METAL CUTTER II BOARD R.3O FELATIZn - 2X LEU.T6 ..0474 B 24` OL 0 TRL55 PER PIANO 2 14� �1' 1 i `1i OVERHANG VEkTED 2X BLOCKIm Y LOnTI'40./5 vETAL. GUTTER I . _ Zx F BARD Fax i Df P.T. I _ _ , 1 2X BLOCKPK 1 „ i 1- • I ► ♦ 2X P.T. BLDLKfK 2X P.T DECK JOST B f0 04. 1T O X LONG 000010D . 4X P.TGEAm 11 BMF`GOIY 1.0. LOCATION 1'. 2X FACIA F� S _a` 0 09 TOTAL7 ; �6 / -. ` ` I Ind E �0 J Ea.L :r o 6LX. - • I PL44 POST CAP 4X4 P.T. POST ` = • 416 ►' �,I SEE .. _ c • Pfld4 ' a - o EVA1101Y O/ I . P LB :. ' PER OR AR -0) ARRM:-R O/ SE - xmos - = PLATY SCALE . 1 • W L FRAMK - 4/ / SEE MANS 204 STUDS 62 16' OL. T��/ r/ '+sl FM�l4 PER ELEVATION 0/ 8.2 BATT r'ULATOS 1 / r I I�� _ P L B BLDG,. PAPER OR AR 1-0022 ATVOn PARPER 0/ SEA M G PER PLAN SCALE - 7 • 70 5 /O' TYPE. SO 6 WE. ,r . NOT TO 5L - _ 000111= W /18 #4 E 5MT'=AN 0544 POST BASE w re 'VIA?? NOT TO 5LALE PLATE AT 8001 = /FLAT hiVig 17 PLATE AT ROOF/VAULT 15 SKYI- 16 DETAIL .; 1 pEGK x oN ' 22' -0" O' -0" 12'0" 2)14P PATIO - Mi4rA.14 -12 4224 51 Req'd - 4' CONCRETE DEL STUB 444 6 24' .6T. OUT BARS OO. 38,75 sI each. 575 conic 220 21(221:. Rood OVERHATI6 A A7 270.50 s1. f12313 at f.: 4224'.1. Rar d 11111:11111111110.11.1811 ■111 ..M. 11618911111111116161111189111618E= NO= ff:1,2fliff II OBI i En II3 ,-OI> I 119,u 70 Mill .4\ • k� 7v ae Asr nea 3'0" aim 'end w¢ 'lsr - tea 8 00 0 -OT. / 2x0221 o 16'oc. _ REBanF 5'-5" 3'-3" 7-C" 2'-e N ` OVA +S:� ��14.'tli! ►'� `8-x L.9- „ .70 -AG r a e ip- I II isr ,ea SLA5 ON &RAPE r1L :.- V APOR �r ,4a 4' CONY. SLAB WITH 6X6 #10 W.WM OVER 4 1•L V.B. OVER 4' CRAM ELL Si -APE 4' TO 011 DOORS i �v, ° .• ) f • IEal�i • ®. }� i: 2 CZ CRICKET. TYP. N. 4 COINT. FOOTH6 , ,.:n" -nr °. o 5'-2" . 5'-0" ) 5'-3" _ _ Sne cut #4 BARS 624' 5'-7" :SrsT v " /A S PSOli orr22 W ffrs2U A. ,4 10 ' e 1 V2" 16'-3" R.O. '-10 22' - 0' 20' 42'0 roof ventilation , Standard TRIee/ 9dissor Toles RSef Reining AseemhlV: Roof Area: Ventilation Required: 580 et,. / 300'= Provide 1/2 Ventilation at EaVee,1/2 3bove MIdRgf 12" 001091 Rldgp 4224 51 Req'd - BldlalucWng A 9.5 sill a 21. reduollRR Eave Ventilation Rewd = 422,4 00.1 2 / el per d - Provide : 811f. filldblooklng Ventilation = Ventilation Provided a 212,03 el. 10Oreeterthen. '.: '124 d / u, 46.44 0. , 71243 el. ':' 2112 et. Req'd U�ppe Ropof / Rid a Ventilation: = 38,75 sI each. 575 conic 220 21(221:. Rood 7M7" Al/Ic Roo Jack 43.00 9. 174 eoreen 1 04001100 = Upper Ventilation Req'd= 422.45112 /6L ofenail vent provide: 5 .7 "97 WOO/ Jaoke , Ventilation Provided= " 220.40 Cie Greeter mad : Uae : 8 .7 "z7"A s RoofJeOIW Use : ' j d1 it b1. toppkil1Ca Ventilation • 270.50 s1. f12313 at Total Ventilation Provided* 433.13. all IS OREA1'. THAN; 4224'.1. Rar d 7 . 0 021 1)9 8-oc�i 13.00F FRAME( NOTES l %ADED AREAS DENOTE 0./111 FRAME OVER ROOF FRM'PK BELOW. 2 ■ DEN 501-0 DEARTK LIVER CONCENTRATED WADS ] SEE FLOOR PLANS FOR STRUCTLRAL PENIS AND FFADEl 4. ALL RAFTERS TO 5E 2X0 AT 24' 04, TYPICAL 070. 5. PROVIDE 2X6 RAFTER 179 AT 4V OA A ALL RD6E5 I2'LESS NOTED 6 PROVVCE ROOF VENTS PER 5E4 3205 C) L1BL. 0,41. 55 PITCH TO BE 01 F E'RWS0 6 712109. O. ROOF OVIS0RAI 6 TO BE O. 6' AT 0ABLE EPOS. TTPCAL IAi-E55 01IFRWf NOTED. 9. 1010000E 50152117'1 M OR /129 MUMPS ANCHORS AT EVERT 0i1-ER RAFTER AND EVERT RAFTER 4'10 FROM CORNER P. VENTED 6402-/0/16 OVER 5RPORTS. • PEEP SEAT CUT IPNAI.LET TO MATCH RAFTERS R 244.1'ET 146441 TO BE 2'-0' Msi AEOVE ANY PORTM OF WWI 1T-0 PER LEC SFL 1 3703. A. • LP TO 10 LON6. • 1121 206 10 TO M' LO%6. • IN) 2x6 OVER W LOI1Z. 14. PI-ATE 1- 030 -175 • IMAI FLOOR d'-7, TIP. W10. • 11PER FLOOR O?, TYP. um 9 TRUSSE 1F6R STAMP. • DO NOT ALTER WTROUT 00.1.1'16 DEPARTMENT APPROVAL. • FITALL AID BRACE PER NECK SPEC. 16 CONTRACTOR TO VERFT LOCATION OF AID ROOF ADE04TE 5 IS T O P01/VOT/OIM FOIJ VAT1011 MOTES 1 TAKE �', OVER D 2 ALL FOORKS TO HAVE A NH111 DEPTH or 1T BELOW fl#! CRAPE 3. STOP AT47/O PER SITE 4. EAR WTIH Mri1M TO REPORT E EOt00001 9. AFL WOOD Ii CONTACT ■TH COMPETE OR WWEA TO P R19 T TRFEATED.� 6. = r. a . 7G AID FEW 7. 1010010E TEMPORARY BRACTS AS RE/AFF.o.. IMR. ALL PERMANENT C07PEOT02H5 AFD S F1k19'IG5 HAVE BEEN IISTALL.E0. 12 P P T PC T D7f0,0.ALE ABOVE 5 OR BL0CK1'Y 9. PROVIDE TY X T FOINDATON VENTS WITH V4' 2-010/005171/ RE55TANT WRE MESH AS RECI RED PER CODE 42'0" V4 • FO O. CRAWL SPACE TO JJ06 AM IT BELOW VV4 BEAMS P B RPFRW0.1V COVER LAPPED AT SEAMS AND EXTENDED UP P T WALL TO AL PLATE ALL B TO BE 4 X 10 (SEE 51-EET 1 FOR NOTED 0n1ER TH VALLIFSL 101 -093 R ALL POSTS TO se 4 X 4 14 X 6 AT 0I1101 SPLICES) TYPICAL LRLE5S NOTED 13. ALL ISOLATED SPREAD F001156 TO BE V' X 10' X T TI 01K WITH 121 94 OARS LOOM eecu WAY. LICKS NC/TED t m / ✓0 10 2" SOFFIT. VFM A PHL. 6 014 foundation ventilation Crawlepece Area:.' - :.- - - - 828 if Ventilation Required:... . 026 sf, / 150 = 792.98 01, 5044 Use: 7 "X14' Foundation Vents Vent Area 088 01-.25% reducl.,1 /4 "mash= 735 c0.. Vents Required = 70208 al. / Vent Area . 10.79 s1. Provide : 11 7 Vents, Area a 808.5 al, V nlllello Provided s 808.5 al is Greater than 702.98 el. Req'd Use! 18 7x14 foundation Vents - FOOTIN& SGNEPULE 10 /S 12AFETER X d' 714110 compeTE FOOTP/ WITH PA 94 BARS 8004.1 WAY C 24' 24' DA17211 X 1O' T-ICK CONCRETE 10001115 WRH 121 444 EARS EACH WAY. 30. DL4METER X D' 114:10 CONCRETE F001716 WITH 131 94 BARS EACH WAT. CI7YR E NWILA MAR 2 4 1898 PEBMIT CENTER JUN 24 1998 AS 11011,0 Pill iNC UIVinI(N e h /778 ;. P°I8- o09a- UPPER FLOOR FRAME NOTES l WRITTEN OI'ENe4OIS TAKE PRFLEDEI0E OVER SCALED 29ELLHOL . 2 ALL LEADERS TO BE 4X10. PE. e2 LESESS O I- RWSE I101813. CAECK PLAN 3 BOTTOM OF HEADERS TO SE 69< TI-IS FLOOR 201'1155 OTF[RWSE VOTED. 4. ALL EXTEFVR wALL5 244 WTIVI R - 3 0 T1711 MESS NOTED ALL FRAM NNLJ B TO SATSF7 CAWPTER 25 LAOS. BLOCK ALL PLYWOOD ' AT L TTPLAL ALL EXT. WALLS. 6 PROVIDE 1XILELE JOISTS OR BLOCKdG WFERE PARTTIhS'S 065-202 ABOVE 7. PROVDE SOLD 01061610 OVER SUPPORTS 0 %.ATE 0010107 TO BE S-F T-IS FLOOR. 022.155 Oft 0RWISE NOTED. 9. FREBLOL90S AT ALL PUREES 110011AT1015. <7 ALL 5TORA0E AID SPACES LIVER STARGASES TO BE FINS-ED WTBI 5/0 lire 6.WE.. n ■ 41100705 SOLD BEAMS LEVER CONCENTRATED LOADS. W 206 AT AL LfLF55 OTFERWSE NOTED. tO 6 FINaJ ALL Ch3.A'65 00111-4 5/0 P. PROVIDE 26600.16E 6ALVAIp6D 5HEET METAL FIASEES ABOVE We'WM5 AID DOORS LT7P1 LAP 0010.016 PAPER OYES. 14. WASSVS WV/FED ARE EVER. ST 016024 OR STEAL. U • 69 MS GOMTOAGTOR TO VERFT ALL 50264 0011705. to FASTEN 111_11-_AM 2X BEAMS PER TABLE 250 900 UBL. TTPGAL Aw cxree�oe 4JA4..I.4 ru BB 1=r, UAI/J. 2X6 AT 24' CELEIG J0615 0 TTRCAL- 11130 W . 1 S JOIST DRECTION 17 ALL VOIDS TO BE PRE /DRAFT B0O6KED PER UHL. 5ECIAN 2515 to ALL TOSS A1D 9b9205 • • ELJM•2(( ` FLOW 0 3 GPM • AWAATTyF�RPPOOF WALL TO O/TTFa1 70' MAR ELE • N-I- l 70' ABOVE WANES-ET TO BE SAFETY GLASS. • 10 vAFOR 0AI• 003 63.93 19 ALL VOLT W SAT�TERT�BAC 00. 20. PROVIDE CONT. 400DRAL AT STOATS A ITN OF 1 VT AWAY FROM WALL REFER TO PETAL 14 ON 6-EET n4. 2 11',Er MS ' In1112e rvTN ,M11829ri%!rrx 1^ In 4J111Sorgod111�f 999 neL 19bilrnJtq0nawroleho?Me an` m min! ii88 all othorl gatbne, * Al e , meets 01 W8E0r 90101110ot beirnet. smoke de . 4 rs A snfoIGieecteclo. 01.flt 51a1I Ir each Hab(table (noel: A Omaha detedorChat) be no daaby d omed on Cecil floor An additional smoke deledtcr ehaii lid Installed In each luca0on where mare le a Calling Seigle change greater than 24'. Smoke detecm to are to be i 10v,Intemonnerted,wlth a battery backup. 4 Pu 0 4' • -ETE 36' 16 ORE6T 2O D. 650. 6ARA6E 4' CO1GR070 SLAB. SLOPE 4' TO 011 POOR5 " T - 10 V2" SEE NOTE 22 SEE ram 21 NOTE. 1-1.016 .STS W/ 50'0`505 02005 22 51AP1 FI-OOR FRAJ`11.6 tIOTMS I 00 SCALED TAKE PI'zELEDEtGE 2 ALL WADERS TO BE 4410. OF. 402 LEiJS OTHERWISE VOTED. G-ELK PLAN 3. BOTTOM OF WADERS TO SE 6'51 TN5 FLOOR UNLESS 011-ERWSE NOTED. 4. ALL. WIENER WALLS 2 20(4 WITA R-13 TINA 101-E55 1027019 5. ALL PRATE NAL0G TO SATISFY CI44PTPE 25 UBL. BLOCK ALL PLrw000 O.G. TYPICAL 0 <00. WNW AT 6 020004E DOUBLE JOISTS OR 01-065015 WI-ERE PARTITIONS OCCUR ABOVE 7. P0<00008 SOLID BLACKING OVER SLPPORTS O. PLATE FH6FTT TO BE 0-1 TFE FLOOR N.I1_ASS 0212000E NOTED. 9. FRFBLOCK ALL PO 020020 PENETRATE/Ea V. ALL STORAGE AND SPACES UDER STS TO BE 9'6,131 WI1H 5/0 44' GARAGE 34 5 44' 11 • DFSATE5 SOLD BEAMS LEVER CONCENTRATE) LOADS. LSE 12) 2X6 AT 6• WALLS USE OI 2X4 AT 4' WALLS U4ESS ORERWEE NOTED. 12 FINISH ALL 0.138'65 00(TN 5 /b' 6.WH. 13 AT 6ARA6E USE 5/0' TTPE '17' 6000. AT ALL 6O 0-519 0,10616 WALLS ALA L ..else. WRAP ALL POSTS AND BEANS M. PROVIDE 26 -60560 GALVANIZED 9-E2T METAL FLASMS ABOVE WIDOWS AID DOORS (IYP1 LAP RAMC PAPER OVER A. FOLD 5911'6 6' AEKNE 10197 SPADE TYPICAL- 15 WISPO.05 VEERED ARE NEAR. 0Y FLGARD OR EOUAL U - 65 MN CONTRACTOR TO VLE000 ALL RO.YA1 OFE1W65 17. FASTEN IILTFLAM 211 0EAM6 FIR TABLE 250 12111 NBA. TrPLAL 10. UPPER FLOOR PRAMIIS TO BE 2X40 JOSTS AT 16' OL. TYPICAL. 11010, ILAN SLOWS JOIST DREGTI017 13'-6" 2' area summary N/A sf. 828 sf. 880 sf. 51. 1708 s1. 344 sf. Lower Moor: Main Floor. Upper Flues Banns /UnM. ffi Total Garaagge: yy(aaing summery WUeows: Doors 401 <5005 Glazing: Skylights: Total' Glazing Percent: 203.52 s1. 0.00 sf. 9.00 sf. 283.52 sf. 15.45 °H wdw sf / Ill sf.(961 13 GALENA JOISTS TO BE 2X6 AT 24' OL. TYPGAL LINO. PLAIN SAWS .61ST 6RE6TI)N d1 sT. 20. ALL 50195 TO BE FRE/DRAFT BLOCKED PER UHL. SEGTIOfl 2516 21 2STALL WATER I-EATER PER 1997 MEGA. SEE SLEET 1 PROTELT FROM PPAGT PER 1991 0.01 500 22 FLRI+AGE TO BE PLACED re ABV. 11-008 011 I HOUR FLRNALE PLATFORM W/ 121 3/4' LAYERS PLYWOOD. PROTECT FROM O1'AGT PER 23. POOR BETWEEN HODS A1V 6APACE TO BE 20 MN RATED, 5044 GORE T0F1T KITES. WITH SELF 00.05.2E 24. MSTALL ZE1 GLR FRPL.. PER T1R005 Al' LITTK AM) MF6RS SPECS. PER SECTION 3703. 25. PROVGE CONT. HANDRAIL AT STARS A MN OF I VT FROM WALL, REFER TO PETAL 14 ON 51 EET NO. 2 26. 02 DENOTE BEAR12 PONT AND FOLD [Awn 1.06A1101 CITY OF 111I(WILA APPROVED JUN 2 4 1993 AS 011 1(:1, RECEIVED LA cm OF TUKwILA MA4 2 4 1993 P49- 05515, %n, 1 ■1 r;k EGEl Nfif ¥1IM/0j Al /113 14,L1 4•Xl r 55 / • \ 1111 MI NI NI MI IN 1111 IIIII • INN MI iii III In ru cZ7 • • • • LIU '1I In 00'1•5,915 'cl402 '41'903009 9999A gPJ 21300 5,1311119 191-4.11311 41X1.111•109 - r '91.1WV21.4 00003 0999 13000 0191311 19E119 19 09110100 00 01 31989 TIV/4 0000109 II )000I9e1913.1 511-101' - A•19V9 ffo1 300 003000 11V IV 0032000\ 400000 0011-tr10900 1-44432 140/ VIVI COLE 3)0L1099 01 0069114 51-944 00201101-1 914a1V•819•19t1 4008 11V IV 91.1119r1.4 349 91.1 1V13.! 1331S 342149)4109 09-3000 'f 9911 . 89.1 .1"AL1 911.19A l2 /00e1 7 900.11/19 10.L0-.1 9120111409 30A0eld 141.49 OIL rt• 1-141100 di 13 .0 1 .1910 014 0101.1 . 01;41 031491•19 Cl. ' 32-3 .334 4 t9C21 KRZ Ealal 0laLLVA21 32-1 • .1-1 J000 01009 07000 48© 91-110S 1219A 49 alrld 01 211-49119 OIL 31 '01 fo er VV livinv 1111311020 500 1 7.00 5.00 MILGARD MILGARD vinyl fixed 5120 no 0.43 7.50 3.225 vinyl slider 5120 1/2" air no 0.40 35.00 16.800 dint 1 6.00. 5.00 MILGARD on I slider 5621 1 air no 0.49 30.00 14.700 ki Nhael. 4:00 3,50 MILGARD vinyl slider 5120.1/2 air no 0.48 14.00 6.720 netuR farcA 0000 0.000 500 567 7.00 44 MILGARD '1 vin I 1�® d 5120 1/2 51 20 EMI air no no 043 0.43' 40.02 .17209 35.00 15.050 upper floor master bed 0.056 0.000 slab >3.6' w41l L.F. 0.000 0000 . 0040 0037 0.000 0000 1 600 4.00 MILGARD vin I slider 5120 1/2" it no 0.49 24.00 11.760 master bath 1 2.00 3.00 MILGARD vin I case 5220 1/2" air no 0.49 6.00 2.940 bedroom 2 .1 5.00 4.00 MILGARD vinyl slider 5220 1/2" air no 0.49 20.00 8.800 bedroom 3 1 5.00 4.00 MILGARD I - slider 5220 IM-EDEIMMEEMair vinyl sh 5320 1/2" air 1/2" air no- no no .0.49 0.49 0.46 20.00 20.00 12.00 9.800 9.800 5.760 bedroom • 1 5.00 4.00 MILGARD bath 2 1 3.00 400 MILGARD ASSEMBLY BUDGET ua 31680 PROPOSAL Ue 2B.920 r.c. attic 880000 0036 880000 0.034 vault 0000 0034 0.000 0.000 0000 0.000 b.g wall>2' slab>2' L.F. 0000 0.000 0043 0690 0000 0.000 0000 0.000 0059 0588 0.000 0.000 welb3.5' 0000 0.041 0.000 0000 0.056 0.000 slab >3.6' w41l L.F. 0.000 0000 . 0040 0037 0.000 0000 0.000 0000 0.548 0.049 1.000 0.000 slab>7' L.F. 0000 0.570 0000 0.000 0.493 0.000 slab on grade glass L.F 0.000 255900 0.540" 0650 0000 166 335 0.000 263 520 0540 0469 0.000 123,564 doors 37 040/ 15.111; 37.778 0390 14.733 above grade wall 1746 322 0 062 108 272 1735.702 0 082 142 574 l p unh. space 880000 x 0041 30080 880000 x 0041 30.080 TOTAL 3600.000 357.478 3800 000 348.671 glazing schedule ROOM , Nof Window Window Manufacturer Wdws Width Hei9'nth (2) SKYLIGHTS AND SKYWALLS (1) 0.Velues are obtained from DCD approved list. (Or NFRC Certified ) (2) Required If using Chap 4 or 5 compliance or if the installed glazing does net comply with the option selected in WSEC Table 0 -1 or 6.2. GLAZING %= TOTAL 1 = CONDITIONED AREA AVG. U.VALUE= UA TOTAL (TL 2) (OPTIONAL) AREA TOTAL (TL 1) TRADE OFF FOR WSEC 4TH EDITION (GAS HEAT 16% default windows square 1700 25590 above grade wall 2040 windows w/oul akylll 263 52 0 00 windows skyldes N't--0CP1 plan 1706B/2 Frame Window Model Air Ga LsE Type Type No (21 Gap 1 ( SKYLIGHT TOTAL: 26352 51 = 1706 sl 123.56 ua = 26352 a AREA UA [ 263.52 123.564 TOTAL 1 TOTAL 2 0.15 = 15.45% 0.469 U -VALUE R -30, 6.12 Solid Core R -13, Lap Siding R -19 -OOF GONSTRUGTION Sd4♦;E POOR'G (COM' OPmm+TIAU 300 FELT fITERWOVpi 0'1011 F3ITPWOVEII W/ flai(1 1x4 SPACED SiEATI-V6 N2'GDx RTWD W/ COrr) PAFTE / IRb5E5/LeLf% .00TS ECU 1 0_ASI 1 GATT OR 8LO1TI -11 F91_ATlirl PIi 6A5 MEAT 5/0 6TE5L61 WALL BOARD WALL CONSTRUCTION 045 PA 9 COO PLYWOOD 04 T aTM10 R-13 GATT 11514.A0211 WfIH 0.5 FACE STAPLED. FLOOR CONSTRUCTION FM-I R-00R PER PLAf> 3/4. Tab PLTWOOD SLUED FLOOR 00119 PER PLAN Ann HALED RI9( IT AI BENT T12H FP4 OVER L11 -FATED ARF 5 6 FL BLAGGC VAPOR BARRFR TO. S EFLR TO. PLATE 111 I I it 'MM. KIN MEI MI NMI M.M1111111111111111111E000: [I 12112E.1111111111111111•111111111•11111111111111I EMI mum. rr,llartrrl� PILL ER PLR JSTS TO. PLATE TD. 9$RR GARAGE 4' G03LRETE sLA8. SLOPE 4' TO on 500120 - 560 RECEIVE? CITY OF 006W100 MAR 2 4 199f1 ' CITY OF. TUI(iL4 APfWOITF.0 JUN 21/ 1998 As Now, ,4vr2 PERMIT CDOM