Loading...
HomeMy WebLinkAboutPermit D98-0203 - EPPS RESIDENCE - DECK AND SUNROOMD98 -0203 Epps, Carl 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: 152304 -9255 Permit No: D98 -0203 Address: 4218 S 139 ST Status: ISSUED Suite No: Issued: 06/24/1998 Location: Expires: 12/21/1998 Category: ASFR Type: DEVPERM Zoning: LDR Const Type: Occupancy: DECK Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: NA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: 125 Sewer: VAL VUE Wetlands: Slopes: Y Streams: Contractor License No: OCCUPANT EPPS CARL 4218 S 139 ST, TUKWILA WA 98188 OWNER EPPS CARL P. 4218 S 139 ST, TUKWILA, WA 98168 CONTACT CARL EPPS Phone: 206 - 246 -8998 4218 S 139 ST, TUKWILA WA 98188 k******************************************* * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** *tilt *CIF * * * ** Permit Description: BUILD NEW 192 SO FT DECK TO UPPER LEVEL OF SPLIT LEVEL HOME WITH SUN ROOM UNDERNEATH ON A CONCRETE PAD k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 1,536.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 89.06 k******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: Signature:_ Print Name: Cif-.7g4 DEVELOPMENT PERMIT �• (206) 431 -3670 )lf 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 p it. Date: fe 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. Address: 4 S 13 ST Suite: Tenant: Type: DEVPERM Farce 1. #: 152304-9255 • A: A* 44 1<'1(• A• A' k A• A• k***• M• A: 4**•Ak•k* *44c*.k •A41 : A:k *•k*•A Permit Conditions: 1�. No chances will be made to the u lans :Tukwila Building Division 2. Electrical. Dermits sha11 be :ob hi-..owgh the. Wash inaton State Division of '.L bor. a d Industr es anitiw`t: l;:l ' electrical' work will be irr arr;cteil by that aa (24 O ; c v . 8 -66 ) All permi is t rjs`oect i on rjecor is , and a ur oved 1:40,0 ar s sha 1 1 a to ke lob s i,t 41 -'4 °to the start-of con - ': truction These d Ocumeits are ro ,to be maintarin.erd an i ,wa il able untfinar1 i'nsuectiortar } uvai'``iy. rant °e d, All .con be done t in conformance with O lens ; and reouti:r ements of the'- Ur i form Eu i i d i na Code (199'4 ;. Edit 1,oij) a,s amended . Uniform Mechan t ca 1 Code '(11 EE.d i,t ibn .,. and !ashinQ,ton State Ener gvCode :('19'94 Editionl Val i�C�ir :.,,P .v ofer«mit. „ The issuance of a permit or auuir, oval t plans': 0'6'0 f i Oa t ionS and c`omuuta:ti;ons shall, not bet , ctri - s.trued to be di. permit fo'r:-- an approval ,of. any viol*tion of ' ari,v of the prowl s tons of the bu;i°Jding code or of env other ordinance. cif -. -the ' lur;i ,dict,:ibt . ; No , - permit. presum) .t oi've authoritv'to; ter cancel the 'previsions Of rt.ti cu'de shall- be v a l i d . CITY OF TUKWILA Perm it No: 098 -0203 Status: ISSUED Applied: 06/10/1998 Issued: 06/24/1998 ** *•k A•A ** A•A * k * *•A*•A•A-k *** k * * * unless aooroved Project Name/Tenant; r CAa -PPS / 5�1Pt-/ ✓c'.� Value of C onst lion: X300 Site Address: . q, /8 � . /91 Sr Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) State /Zip: Tax Parcel Number: /523o4I - 92.55 - ,05 Property Owner: Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) /g2- sq. ft. Uncovered Deck Phone: Street Address: 1 7 4 .-,2/ e., /3* -i Tziew/c4 City State /Zip: All 9er/6 e Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax it: Engineer: Phone: Street Address: City State /Zip: Fax it: Contact Person: eli72-(-- L 5 Phone: Street Address: City State /Zip: Fax #: be done: beva, N8 ) � 7 QPP op 5,Ly7 4evez., H W/ Description of work to ./.1/6---e_ GU /TH 51'A) goin- G/ N. •t/Efl71/ an/ A COA)ciee - . .0.44s • /2X/6 2 c < Type of work: ❑ New Single- Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* ❑ pemodel /Addition to Accessory Structure ❑ Garage(s) ❑- Deck(s) - Levered.& Uncovered ❑ Residential Reroof Is this site served by: Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: 1g6 sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) . sq. ft. Uncovered Deck Proposed New Square Footage: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) /g2- 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 TUIf'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 r - STAFF USE ONLY Project Number: Permit Number: Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF:THE,FOLLOWING: ` (Additional reviews shall be determined by the Public Works Departinent) ❑ 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 It: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent it Size(s): ❑ Water Meter Temp It 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. Data application accepted: Date application expires: le-`e) -99 Applicati t en by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM SFPERMIT.DOC 2/13/97 BUILDING OW y OR AUTHORIZED_ GENT: Signature: "p / 1 IIL . F 2, /_j PhAr1e,. C Date: �f, _ _ kg98 . .1 x'0 /44 3 G(,24 _q� 77 Fax #: ge /6? Print name: Ay / i ` 1S Ad drg /�l /,3977/ ST. ALL SINGLE- FAMILY RESIDENT PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLO B uilding Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed b y 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. DRAWINGS PREPARED B N REGISTERED ARCHITECT OR PReit I SSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL •. • . 7 f y . AL.teRAWINGS St1AL$. 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). ❑ Cl Foundation plan and details ❑ ❑ Floor plan Cl ❑ Roof plan El ❑ 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 ". .�.?� SPPERMIT.DOC 2/13/97 ,„. ■■••••■ ••■••■ CITY OF TUI<W1LA. T ANS/ill 1 •i A. A le A.* 0 et *A. *A-A .5c A-A-A 4%. * k * k **At* k .tr 4.1 * lc ir ** ts -k 1RI:INSMIT u. m e R97007S6 AmattrIt: 55„7/5 06124/98 11 10 Pavment 14ethod: CASH Not;ation: CARL EPPS liii BLH Permit Nor. D93-0203 rvD DEUPERM 1)EVEI.OPMF.14T PERMIT Parcel No: 152304-9255 Site Addresti: 4210 5 139 Total Feeei, This Payment 55.75 Tvtal ALL Pmts: : 89 06 Balance: . ; Account .Code Descriotion Amol.mt. ()00/322.1.00 BUILDING ;- PEI.; 000/386.904 STATE BUILDING -SURCHIARGE'' 71,74 06/24 7717 TQTht • Parcel No: 152304-92tJ5 Site Address: 4218 8 139 sr Total Fees: This Payment 33.31 Total ALL Pmts: CITY OF TUKWILA.,WA. - I TRANSMIT., *A-A.**4v-k*A/...A**4******A*.kic:A-k4;*AvkAlt**kilc •::: IRANSMITNumber: R970.0777 r 33.31 06/16/9.8 1t 1 Payment Method: :CASH. 'Notation .: CARL EPP S H Permit.NO: D98 -0203 TYpe: DEVPERM: DEVELOPMENt • 89; 06 33.31 Account Code • DesCrlotiOn — : :(mount • 000/345.830 PLAN- CHECK': RES - • ,,,•,'" . . : 2704. 06/11 9717 110TAL, -3331 Project 1 Type of In ion: /-----, ,,,, Address: 2./ 5 Date ca 6-3-2. Special instructions: ~ 1. Date wanted: /- �^ ,.���} O" t =-ICJ P.m. Requester: Phone: 6 ' S '6 RC` INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 a l Approved per applicable codes. COMMENTS: Inspector: Receipt No: INSPECTION RECORD Retain a copy with permit 7, -/-140-7 Date: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. 0 $4 4OI fREINSPECTION I REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Projec 9 jo Type of Ins ection: Address: Date call Special instructions: - tom Date wanted - `0_ 006 Requester: Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 44 fi c l i1h iw •fi 1 AeAl L. Ei . $47.0RE SPECTI , N FIE REQUIRED. Prior, to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project„--: / /5 Type of laspection:A Address: (-1--(f S. t%1()) 9 Date called: , ii'26X-CO Date wanted: . . Special instructions: Requester: Phone: INSPEC ON NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 ID Approved per applicable codes. [g::1 Corrections required prior to approval. COMMENTS: itt) 1) 04 7 e--(c iP . /7 /2 '/1 .4/6 Date: 1:1 $47.00 REINSPECTION f REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: ,,,.., / C--4./..— Z. .----, Type of Inspection*tzie, caor ,Cliael17& Address: Date called: "-- ... . instructions: Date wanted: a.m ■S 0— r, P.m. Requester: Phone: INSPECTION NO. Receipt No: INSPECTION RECORD Retain a copy with permit CITY OfTUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: LI Ala .14" $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PER (206)431-3670'' Project: ,..., / . _<, r Type of Inspection: kl--t Address: Date car Special instructions: Date wante ea. Requester: Phone: INSPECTION NO. 7 ..'!'-n: , . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 oie COMMENTS: Approved per applicable codes. ri Corrections required prior to approval. S -22_11] $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite.100. Call to schedule reinspection. Date: Receipt No: Date: PERMIT NO. (206)431-3670 Project Type of s on: w r 7 c'''' Addre Date called: u 9 Special instructions: / �-- ,. / S 74r Date wanted: 1 ... (:m ) p:rn. Requester: bb Phone: t INSPECTION RECORD I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 8 9 (206)431-3670 PERMIT NO. • Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: z./.. y /; $47.00 REINSPECTION F.0 ' ' EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: • Date: INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: I I Receipt No.: INSPECTION RECORD Retain a copy with permit I I At/! Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: C- Project: Cjil Q Type of inspection: .-1 ` c;V G Ad r ss: D ate called:. FYZ ° Spe�ccia instructions: 1' /`� Date. wanted: 0 p f p 1. Requester: Phone No. -. INSPEC ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: I I Receipt No.: INSPECTION RECORD Retain a copy with permit I I At/! Date: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: TOTAL GLAZING AREA CITY OFD TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: M-,ECTR/ (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 TOTAL GLAZING AREA 49 (add entire column) U -VALUE AREA S.F. S.F. TOTAL CONDITIONED FLOOR AREA S.F. x 100 = PROPOSED GLAZING PERCENTAGE H -15 ACTIVITY #: & J L) The proposed glazing percentage must be Tess than or equal to the glazing percentage liste td tioelsv 0. prescriptive option that is selected. G \0 G am" 6 .1 E NRGYCOD.DOC 2/13/9 CHAPTER 6, PRESCRIPTIVE OP {nONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC AFUE ." .Glazing max: :. % of floor U -value 2 Door U - value (R- value) Ceilings : with attics vaulted Walls: above grade below grade interior OR exterior Floor Slab on grade HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT I 0 > .78 10 % 0:70 0.40 (R =2:5) OPT II 0 > .78 12% 0.65 0.40 (R- 2:5). R -30 R -15' OPT III 0 >.88' '21 %' 0.75 0:40 (R -2.5) OPT IV 0 . > :78 21%. 0.65 ' R -19:. R -10 OPT V 0 > .74 21% 0.60 0:40 (R -2:5) R -30 ::R -30 R-19 R -10, R -19 R -10 OPT VI* OPT VII* 0 0 * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 ENRGYCOD.DOC 2/13/97 CHLrTER 6, PRESCRIPTIVE OP1 JNS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I Glazing max: %:of floor U -value 2 Door U-value (R- value); Ceilings: withattics vaulted Walls: above grade belowgrade Interior OR exterior Floor Slab orn grade HEAT SOURCE: ELECTRIC (except heat pumps) OPT I 0 10% 0.46 0.40 .: (R72:5) ,. R =30 R-10 OPT II OPT III OP IV OPT V OPT VI OPT VII* OPT VIII* 0 0 0 0 0 0 12% 0.40 040 (R -25) R -38 R -30 15 % `.040 R -30 18 % 0.39 ::. 0.20 (R =5) 10 .. R -30 R =10 R -38 R -30 * < 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 (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ❑ Exhaust ventilation sha I 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 BATHROOM FAN ■ 50 CFM BATHROOM FAN 50 CFM �` BATHROOM FAN 50 CFM', N . LAUNDRY FAN N 50 CFM \ `, \ \(<(../ ❑ WHOLE HOUSE FAN* 0 50 CFM i1 - BEQOOMS) (CHOOSE ONE) "\ O 80 CFM (\BEDROOMS) �. 0 CFM (4 BEDROOMS) - ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. ❑ Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed O Whole house fan wiring O Whole house fan shall \ Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. in 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: 0 YES 0 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: ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY Of TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: 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. U) 4X8 61fEET GRAbe PI4woo DINING DECK E berim 1— 41./4 h trio AJ 2X4 SFLibs 4 1! I ; s Face SaNA•ork r-REEm DOOR nesacil • 4'8 -- 2'5 -- : LEDGER boARb Secumb - TD not&E KITCHEN Ii I • - • _ JoIsr HALL "Li CLOSET • MASTER BATH 1. lEcK COATING; 2-3 CoATS o RuBBERIzEk. .5VREACE MATERIAL mi..- BE APP LIEb AS REG•ViREb FoR Sen SURFActNG. 2 . ELEcTIZI ; Au. ELCCTRIC.AL LINES WILL BE RAN) TRoUGH FLEX CABLE LAGIrr FucTURE 2 SocK&T.5. - Lr CLOSET —1 I C) 0 tst co t_- 0 - a = at Z 0m =i ▪ ' n 0 rn 0 0 -Z o m W GO c• q' I" SCdEEn) bootZ . AccEs5 ON si of SU N ibRoiI �ffl Cov OE GoIL,1- W4/�S/bin/G f1ATEg /AL- 6.611 4L wic' I. SAN WI, O0 Se 6 A/EE ON A 5/2w5 A00/17 AWq% f/AUF elve 445%G/AL/GP ,N 77,4 ACicrr!/ . FLE.t' GWeaer -Too ELEC,eic 4L Caws GO/1-1- BE 1 WoOm Gv /LL . A2YGUALG AN 6o, u AMa LEr ' Gd/7,/ APP• eaves/ITE 1NSUGAT /on/, 3 Ream Gu/LG BE 1/Eiorez. aI/Gy iF coNwiEmt. TD ENaLOSE� Gdyu s 4x4 Pos15 i . P4YWoob bEcg .bveRE•D 4 carts RUBBERIZED MATE$ I*L (DprA1 L B) FtAsio,JG- •oUet.E .grubs RAMED SCREENING MrATER/A 1. 46ED oN THREE SIDES O PROPERTY LINE SFr. MArr"Vir -4°W,40"." 0/7/ 12 HIGH Cox)cRere FoorIAIG as 3 SIDES I2X 16 x4 COA)CRETE SIAS w /REBA2 eoA TO 14oU E STMACTURE (5E6 ierAIL A) ADDING ON CONTINUED Room additions. The first task in adding a whole room is laying out the perimeter of the new foundation with string lines. Normal batterboards and techniques for squaring the corners are used, except that room addi- tions present one situation that is unique: the house itself may be out of square. If the addition goes on a back corner of the house, where one of its walls becomes an extension of the side wall, it is important that the new foundation and walls be in line with the side of the house, even if that side is not perfectly square with the back of the house. When running the string line for that side of the addition, site along the side of the house and align the string visually, rather than square it a perfect 90 degrees from the back of the house. All other string lines and corners should be square. Excavation for the new foundation is the same as with new construction, except that it may be impossible to gel a backhoe or other large equipment into the backyard. In that case, digging by hand is the only solu- tion. The problem is further compounded by having to remove dirt by wheelbarrow or similar device, unless if can be left in the backyard. In any event you must dig trenches for the foundation footings. and may need to remove some topsoil if a crawl space is required. The foundation for a room addition involves straightforward techniques for building forms. setting rebar. placing concrete, curing concrete, and stripping forms. The co.. • o 'ty-o . - •ob will vary with the style lying a New Foundation to the Old Existing - foundation 30" pieces of \ ;, rebar cemented ` • into holes In existing foundation and wired to rebar in the new foundation. Rebar joints should overlap 20 ", Chomps Makinu Exterior Chans ansion bolts set every 24" to 36" E xisting Form for footing new slab and concrete Reinforcing slab wire mesh Polyethylene film over gravel ITY OF TUKWILA APPROVED 21998 Nan of foundation. slope of the grade, accessibility, and over- all size. The style of the foundation is generally the same as that of the house in order to maintain uniform floor levels. The following points are important to consider when joining a new foundation to an old. rx The new foundation must be physically tied to the old, usually with expansion bolls or rebar set into holes drilled into the old foundation. Use a roto hammer and special masonry bit for drilling holes 7 inches deep and '/:! to •'/r inch wide, depending on the size of the boll. Drill every 24 to 36 inches along the edge of a slab. In a cross section of perimeter wall, drill in the three or lour lo- cations where rebar is called out in the plan. Blow out the holes with a tire pump or air syringe. Drive in expan- sion bolls with a maul, or set l4 -inch sections of No. 4 rebar into the holes by packing a paste of slightly expan- sive cement around them. a For a slab foundation be sure to set all plumbing lines in place and wrap with a 1/2-inch layer of protective insulation where they will penetrate the slab. Also pro- tect any wood with a shield of metal flashing where concrete may be poured against it. ar When establishing the height of a perimeter founda- tion wall, calculate carefully based on the depth of floor joists you will actually use. The dimensions of new lum- ber may not match the dimensions of old, forcing the new foundation height to be different from the old. • For a perimeter loundation enclosing a crawl space, ` DIVI New w j o ists / ' Matching Old and New Subflooring Ledger Ar twa, New joists Old joists oven -! If new Joists and subfioor are the same thickness as the old so they tch up, lap the against the joists. Old jo If the new Moor and joists are different thicknesses RECEIVED from the old, bolt CITY OF TUKWILA a ledger to the old rim joist and set 1 U if 1 new joists on it at , Iv 0 1998 the right height. PERMIT C5NT!~I3 ADDING ON CONTINUED Room additions. The first task in adding a whole room is laying out the perimeter of the new loundalion with string lines. Normal batterboards and techniques for squaring the corners are used, except that room addi- tions present one situation that is unique: the house itself may be out of square. If the addition goes on a back corner of the house, where one of its walls becomes an extension of the side wall, it is important that the new foundation and walls be in line with the side of the house, even if that side is not perfectly square with the back of the house. When running the string line for that side of the addition, site along the side of the house and align the string visually, rather than square it a perfect 90 degrees from the back of the house. All other string lines and corners should be square. Excavation for the new foundation is the same as with new construction, except that it may be impossible to get a backhoe or other large equipment into the backyard. In that case, digging by hand is the only solu- tion. The problem is further compounded by having to remove dirt by wheelbarrow or similar device, unless it can be left in the backyard. In any event you must dig trenches for the foundation footings, and may need to remove some topsoil if a crawl space is required. The foundation for a room addition involves straightforward techniques for building forms, setting rebar, placing concrete, curing concrete. and stripping forms. The c• s' - o tom- • .ob will vary with the style • ansion bolts set every 24" to 36" lying a New Foundation to the Old Existing -- foundation 30" pieces of rebar cemented into holes In existing • foundation and wired to rebar In the new foundation. Rebar joints should overlap 20 ". 90 Makinu Exterior Chunues Existing Form for footing new slab and concrete Reinforcing slab wire mesh Polyethylene film over gravel ITY OF TUKWILA APPROVED 2 1998 ' s NOfED of loundalion. slope of the grade, accessibility, and over- all size. The style of the foundation is generally the same as that of the house in order to maintain uniform floor levels, The following points are important to consider when joining a new foundation to an old. w The new foundation must be physically tied to the old. usually with expansion bolts or rebar set into holes drilled into the old foundation. Use a roto hammer and special masonry bit for drilling holes 7 inches deep and ' /:- to 3 /4 inch wide, depending on the size of the boll. Drill every 24 to 36 inches along the edge of a slab. In a cross section of perimeter wall, drill in the three or tour lo- cations where rebar is called out in the plan. Blow out the holes with a tire pump or air syringe. Drive in expan- sion bolls with a maul, or set 14 -inch sections of No. 4 rebar into the holes by packing a paste of slightly expan- sive cement around them. a For a slab foundation be sure to set all plumbing lines in place and wrap with a '12-inch layer of protective insulation where they will penetrate the slab. Also pro- tect any wood with a shield of metal flashing where concrete may be poured against it. sr When establishing the height of a perimeter founda- tion wall, calculate carefully based on the depth of floor joists you will actually use. The dimensions of new lum- ber may not match the dimensions of old, forcing the new foundation height to be different from the old. ■ For a perimeter foundation enclosing a crawl space, � 3 DI New J oists Ledger New joists Matching Old and New Subftooring Old joists OVER If new joists and subfloor are the same thickness as the old so they tch up, lap the against the joists. Old Jo If the new bfloor and Joists are different thicknesses RECEIVED from the old, bolt CITY OF TUKWILA a ledger to the old rim joist and set new Joists on it at .J U N 1 0 1998 the right height. PERMIT CENTEt :::- Deck, Rot' aml Framing Plan go" exlerior plywood or siding to match house Railing dolail; varies with style 2x4 Y.- gap . 1; 2x6 2x4 2x2 — 4x4 posl I I I Gutter flashing 16' 2x10 rim joist 2x 10'joisl 16" o.c. • Elastomeric roofing \ membrane applied as per manufacturer's specifications 2x4 sleepers over 2x10 joists. Nail through caulking. 4x 10 girder on 4x4 posts; Max. 8' 0.0. 4x4 railing post typ 3' 10" o.c. bolted Ihrough siding and 2x 10 joisl; 2 bolls each Galvanized edge Hashing rf■i5 2x 10 blocking CITY OF TUKWILA APPROVED JUN 1 2 1998 is Norf.° BUILDIITO DIVISION 4X8X SNEErs 3x3 galvanized angle flashing under siding. Lay over rooting. ..,., Cox plywood; Ye gap between ends; Viii" edges; stagger end joints ▪ : •71 RECEIVED CITY OF TUKWILA JUN 1 0 1998 PERMIT CENTER Section View •4 RIM rirMrs MMMN= - MI MI MINMMIr.MI w J' 16. 1 OM., i•� ::e! bl. t..: ! " : ""<!..L . • 36" min. lx 10 fascia to conceal gutter Optional metal (lashing Depth varies 2x6 cap ti Gutter FLEX 1 GZ..ASS useb t of 13ALLISrERs 4x4 railing post bolted Io rim joist. Use washers to build up ya" space between post and siding. Galvanized edge (lashing as per roofing manufacturer's specs Double lop plate Elastomeriu rooting membrane, applied as per manufacturer's specifications studs © 16" o.c. Ia" exterior plywood or,sidinn ip MOLDING DIVT3 ON 2x4 foundation sill Y:x10" anchor bolt (max. 6' o.c.) #4 rebar 7?- #4 rebar a 4x8x artfiebleldm. Glue or nail with 8d nails to prevent penetrating rooting membrane. Slope joist Y4" per fool 2x4 redwood or p.l. sleepers over joist. Nail 6' o.c. through dab of caulk between sleeper and rooting. framing or over CITY OF Tthilotailowed APPROVED JUN 1 2 1998 AS 110 10 Continuous 6' foundation wall and 12' fooling (8" and 15' respectively, it supporting second floor) - 371IAT.S171:71 "ION - '4 CDX Ole plywood 2x 10 blocking 2x10 joist © 16" 0.0. 2x 10 ledger bolted to house *OW new concrete slab. Slope Y.r" per loot away from house a ti Metal flashing RECEIVE OF TU ' ILA 1 0 1 PERMIT OSSNTER 73 • I • _ I.Vi721'4rE (NOS 7t-I41) I i 4 t Li v i 14 x Q „ Q SO0': 1 ViVI G 1 zo. ur I:: A : 1 i 1 1 .... .41.4 • I I 1 I st I :1 a 1 Li I 1 1 1 .4 14 4A g i I 1 20° OISEMIDIT KIR MUSS & EGRESS 10 RINEIT PARCEL. 'A' NO 1PC mica 70 RC MOM 1 111--x-x- - X-x-x-xr-x-x 40 I I 109.3T MICE SEE NOW 'A' !I 1g 44 R 1.11.14 NOi724'4.3111 5 1 1 mAx rik MO 17 .748T R(.S 71-140 if' 1 11 i I A. , r . * • . 1 l' Y V' I I Y V NO721•421 1 MOT CCOVO UNC Or 42,80 AW SO. POCKING MOM' BOOK OVA PG JO 04T LM' of bar Mt 07 Of Geff10012 TuKK Horzrov u721i'rkunl NEST L Of GOW:RIMEIff LOT 2 JUN f2 1998 AS NOTED 15U---71—DING DIV1SION OTAKI. R040 hot7r4re MOO' • 0 0 P . RECEIVED CITY OF TUKWILA JUN 10 1998 PERMIT CENTER 'th ank You, Carl P. Epps Resident/Owner Attn: Bill Rambo, Permit dept. 1 -26 -2000 At this time I'm requesting an extension on my current Bldg. Permit #D98 -0203 Until June of 2000. Work remaining to be done in the sunroom entails: Electrical wiring, fixture Installation, building 2x2 treated Pony Wall around concrete footing, insulating & wallboarding. Your assistance in this matter would be appreciated. RECEIVED CITY OF TUKW!IA January 20, 2000 Carl Epps 4218 S 139 St Tukwila, WA 98168 RE: Permit Status D98 -0203 4218 S 139 St Dear Mr Epps: Department of Community Development Steve Lancaster, Director Xc: Permit File No. D98 -0203 Duane Griffin, Building Official k In reviewing our current permit files, it appears that your permit for a new deck & sunroom issued on June 24, 1998, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the building official under the provision of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, if a final inspection is not called for within ten (10) business days from the date of this letter, the Permit Center will close your file and the work completed to date will be considered non - complying and not in conformance with the Uniform Building Code and/or Mechanical Code. Please contact the Permit Center at (206)431 -3670 if you wish to schedule a final inspection. Thank you for your cooperation in this matter. Sincerely, I GLU CLIAJP Bill Rambo Permit Technician Steven M.•Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206.431.3665 February 9, 1999 Carl 'Epps 4218 South 139th Street Tukwila, WA 98168 RE: Request for Extension - Permit No. D98 -0203 Dear Mr. Epps: This letter is in response to your written request for an extension to Permit No. D98 -0203 for an addition to an existing single family residence. The City of Tukwila Building Division will be extending your permit through June 25, 1999. Please be advised that this will be the only extension granted for this project. If you should have any questions, please contact our office at (206)431 -3670: Sincgrely, f ' .e 61,a.tift ,t/' buane Gri in Building Officia DG /bh xc: D98 -0203 \letters\permext.doc City of Tukwvila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670, • Fax (206) 431-3665 Ae rieizzi9a /Lffeeed ore ./L& zg deee. ./Ca-eelZ C JF% MILA JAN 2 5 1999 PERMIT CENTER / /-e-eziedy ACTIVITY NUMBER: D98 -0203 DATE: 6 -10 -98 PROJECT NAME: CARL EPPS RESIDENCE XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision After Permit Is Issued \PR•ROUTE,DOC 6/98 PLAN V� UTIN P DEPARTMENTS: O Bu' ding Division 'l Fire revention ( rte Pu lic Structural To= TUES /THURS ROUTING: Please Route Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) Approved ❑ Approved with Conditions ❑ Planni Division Per it oordinator DUE DATE: 6 - 11 - 98 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: Not Applicable ❑ No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 7 - 9 - 98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS. DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: