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HomeMy WebLinkAboutPermit D98-0421 - STENSON CONSTRUCTION - NEW SINGLE FAMILY RESIDENCED98 -0421 12236 48 Ave. So. Stenson Construction City of Tukwila Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: CONTACT ENGINEER WARNING: 017900 -1410 12236 48 AV S NSFR DEVPERM 001 North: TUKWILA ti- DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. South: Sewer: Slopes: Contractor License No: FLEESI *122CA .0 SEPTIC N Fire East: Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 D98 -0421 ISSLIED 07/21/1999 01/17/2000 DWELLING 1997 NA .0 OCCUPANT STENSON CONSTRUCTION 1224X 48 AV S, TUKWILA WA 98188 OWNER LOONEY. WILLIAM A' PO BOX 66098, SEATTLE 'WA LEE STENSON 144 SW 153, #C, BURIEN WA 98166 DUNCANSON CO INC 14212 AMBAUM BLVD SW STE 301, SEATTLE, WA CONTRACTOR F LEE STENSON INC. 144 S.W. 153RD, SUITE C, BURIEN, WA 98166 *** * * * * * * * * * * * *•k* k ** k*** ** * *** ** * * * * * * * * ** ** * * * * * * * ** k * *•k * ** k * * * * * *•k k ** * * * * * * * ** * * ** 206- 431 -5159 -Phone:.'(2060244 -4141 98166 Phone: 2116 431 -5159 Permit Description:. CONSTRUCTION OF .A NEW '1,917 SQ.FT SINGLE FAMILY RESIDENCE, 318 SQ FT ATTACHED GARAGE AND 50 FT OF UN,COVERED:.DECK AREA. 'P,UBLIC WORKS `ACTIVITIES INCLUDE ACCESS, SANITARY,.. SIDE SEWER, STORM RAINAGE. AND:.A : 3/4" PERMANENT WATER 'METER. *************** ic* ************************.******• k• k * * * *' * *** * kk:k * * *•k *k *•k * * * * ** Construction Valuation: $ 168,136.80. PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y 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 Serer: Y No: Sewer Main Extension: N Private: Public: Storm Drainage:. Y Street Use: N .. Water Main Extension: N * k************************* ** * * * * *•k *** * * * **•k * * * * *•k* ** A* ** ** * * * * * * * *•k* * * * *•k * * * ** * **** TOTAL DEVELOPMENT PERMIT FEES: $ *****************************************7 Permit Center Authorized Signature:_ Signature: Private: Print Name: ■!(1 � L 1 — � AJJ C ' Public: 2,611.75 ***** k***• k** k k k k * * * *•k * * ** **•k* * * * * * * ** 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. Date: /24/_ 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: 12236 43 AV 5 Suite: •Tenant: Type: DEVPERM Parcel #: 017900 -1410 CITY OF TUKWILA Permit. No: D93 -0421 Status: ISSUED Applied: 12/11/1998 Issued: 07/21/1999 • kAk• k- k• k• k• k• k* k k• k•*- k• k- kk*• k; 4• kk• k• k• k* k•• k: L k* k• k•• k• k k kk• k' k• k k• k• k•k• k• k* k• k*•*' k• k kkk 'kkA* Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection records, and :approved plans shall be available at the job site prior to the start of any con - struction. These ';documents: are to be maintained and avail- able until final inspection approval is granted: 3. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work w i l l be inspected by that agency (248 -6630) . 4. `Plumbing permits shall be obtained through the Seattle King County Department of Public Health, Plumbing. wi 11 be inspected by that agency, including all gas piping (296 - 4722). 5. All mechanical wort: shall be under separate permit issued by the City of Tukwila. 6. All construction to .be done in conformance with approved' plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition)', and Washington '_state Energy Code (1997 . Edition) 7. Validity., of Permit. The issuance of "a permit or approval specifications, and computations shall not be con - .str,ued to be a permit for, or an approval of, any violation of any of the provisions of the b u i l d i n g code or of any other ordinance of the jurisdiction. No permit presuming to authority to violate or cancel the provisions of:. this code shall be valid. 8. CONTRACTOR SHALL NOTIFY PUBLIC WORK'S UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation site or into existing storm drainage facilities 10. The site shall have permanent erosion control measures, in place as soon as p o s s i b l e after final grading 'has been completed and prior to the Final. Inspection. 11. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15'%. Turning radii shall be a minimum of five feet. Driveway shall be paved within 30' of right -of -way. 12. For residential driveways, a minimum 12" concrete or ADS N -12 pipe shall be installed under the driveway at the existing drainage ditch location. 1 Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic. Control Plans shall be submitted to the Inspector for prior approval. 14. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 15. All private storm drain pipe shall be either concrete or ^, '' ,io Tr a .ed corru e 1 ret 1 . ine may be • used for detention facilities. 16. The water meter box shall be located within City right -of-- way at the property line. Permit No: D98-0421 Status: ISSUED Site Address: 12236 48 AV.S Location: Water Meter Type: PERM. Water Meter Size: ' ' - ' .00 .00 Quantity: Work Order No 52I4F Connection ,Fees: $60,00 Install Deposit: $150.00 Add'l Install Deposit: $.00 Plan Review. Fee: 410.00 InsRection Fee: $15.00 watqr Turn On Fee: $25.00 Special Assessment: Other Fee: 1 -WATER METER SUPPLEMENT DEVELOPMENT PERMIT WATER METER “ .-WATER METER B WATER. METER C TOTAL WATER METER FEES: $260.00 PUBLIC WORKSENGINEER APPROVAL: Applied Date: Issued Date: • • 4.0 4.00 $00 $.00 $.00 - $- $.09 $.00 $.00 12/11/1998 07/21/1999 4.00 $.0.0 $;00 Project Name/Tenant: F. Lee Stenson, Inc. Type of work: ® New Single- Family Residence ❑ Addition - Single- Family Residence El Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Value of Construction: 150,000.00 Site Address: 1224X 48th Ave. S City State /Zip: Tukwila, Wa. Tax Parcel Number: 017900 -1410 Property Owner: F. Lee Stenson, Inc. Proposed New Square Footage: 1917 sq. ft. Dwelling sq. ft. Covered Deck(s) Phone: 206 - 431 -5159 Street Address: 144 SW 153rd //C City State /Zip: Burien, Wa. 98166 Fax #: 206 - 431 -1224 Contractor: F. Lee Stenson, Inc. Phone: 206 - 431 -5159 Street Address: 144 SW 153rd fC City State /Zip: Burien. Wa. 98146n Fax #: 206- 431 -1224 Phone: 425 -864 -5917 Architect: MCJ Street Address: 1/6055 NE 133rd St. City State /Zip: Redmond, Wa. 98052 Fax #: 425 - 861 -8175 Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Lee Stenson Phone: 206 - 431 -5159 Street Address: 144 SW 153rd St I/C City State /Zip: Burien, WA 98166 Fax #: 206- 431 -5159 Description of work to be done: New SIngle Family Home Type of work: ® New Single- Family Residence ❑ Addition - Single- Family Residence El 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: X Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: N/A sq. ft. Dwelling N/A sq. ft. Covered Deck(s) N/A sq. ft. Garage /Carport N / A sq. ft. Accessory Structure(s) N/A sq. ft. Uncovered Deck Proposed New Square Footage: 1917 sq. ft. Dwelling sq. ft. Covered Deck(s) 318 sq. ft. Garage /Carport sq. ft. Accessory Structure(s) 30 sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 41% 1 740 'For an Accessory dwelling, provide the following: N/A Lot area N/A Floor area of principal dwelling N/A 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 TU''WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ,,� ,f/ 14 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 El Flood Control Zone ❑ Moving an Oversized Load: ® Sanitary Side Sewer It: Storm Drainage ® Water Meter /Permanent # ® Water Meter Temp # SFPERMIT.DOC 2/13/97 ® Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension ❑ Water Main Extension Cl Street Use OR STAFF USE ONLY Project Number: Permit Number: 0 Fill O Private 0 Public O Private 0 Public Size(s): cubic yds. Size(s): Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: fa - ri— 1E) Date application expires: Applicatic, t ken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: 7��f __ _. F. ` t 1 1 ,r ' 144 S. W, 1 F6r(i 1 IfJ NI'S.. T r. Date: Print narfie: BURIEN, VJASHINciiiweamoG J I Fax #:,../v_/.2.2.9 Address: LI�k122CA - MOBILE MOBILE • 11, dA t�i/zip: ALL SINGLE - FAMILY RESIDENT). PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL 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 ❑ Roof plan ❑ Building elevations (all views) ❑ Building height ❑ 0 Building cross - section ❑ El Structural framing plans and details necessary to completely describe construction ❑ • 4J 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. Ti ❑ 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 ". o' ❑ 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Sl7'LRMIT.DOC 2/13/97 -•:� �,77.77761-.7;ni a . x'•,�4', -' t �r.. Ywx ;! xrgn!T`H i,�i• i S mr+ S-arr x' �r ; iwk` ...t tr nnyr•� • * * * * * * * *oi * * * ** * *** * * * ** OF* * *Y* ** *fir l* * ** * * * * ** * ** * * ** *roc * ** ** CITY OF TUKWILA, WA TRANSMIT ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *. TRANSMIT Number: R9800258 Amount: 7,641.90 03/31/00 10:32 Payment Method: CHECK Notation: F LEE STENSON Init: TLB Total Fees: 14,420.05 This Payment 7,641.90 Total ALL Pmts: 14,420.05 Balance: .`00 *********************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * .: Account Code Description Amount 402.388.104 SEWER ASSESS - ALLENTOWN 7,641.90 Permit No: D98 -0421 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 017900 -1410 Site Address: 12236 48 AV S 3058 9717 TOTAL 7641.90:.: CITY OF TUKWILA WA . w..n: y; . . r ac•�- .- .�.».. y`� .t..�.. t .w,:.� • ' �•> t' i;}` +�7�•.iL�r`:� +r�:.p.zst• ? "�'i: +fir +�".`ly t"�•. .. *k* *AA•A *d * % *A*A:+ *&'*••' A** kA*** *•*A*AAAA** *AkA **•Akk*•AA. *•A.A.**'% *4* *k•A** *A* * ** le* *A'k• •Ak***'A.*•k• 4 ** **k•kA *kA•k•A*• *,*A*.A•k•k•A TPAM$$Mii' TRANSMIT Number: R9800112• Amount: 5,881.05 07/21/99 13.38 Payment Method: CHECK Notation: F LEE STEWSf1N CO :(nit: I3LH Permit No: D98• -0421 Type: DE:VPERt1 DEVELOPMENT PERMIT Parcel No: 017900 -1410 Site Address: 12236 48 AV S Total Fees':, 6,778.15 This Payment 5,881.05 Total ALL Pmt: 6, 778.1.5 Balance: .00 A AAA• * *A *1. AAA1 *A * ***i••A *A* *A * *bA *AAA * *AAA•4 AA* *A *A *A**** *A *k•�•AA *AAA * Account Code 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 000/342.400 412/342.400 402/3.42.400 40J/388.102 401/386.520 401/342.400 401/3.43.405 401 .388. 1.04 Description BUILDING _. RES PLAN CHECK •- RES PLAN CHECK UTILITY PLAN CHECK -- WATER METER STATE BUILDING SURCHARGE INSP FEE UTILITY 'NSF' FEE - STORM DRAIN INSP FEE •- SMIE /SSS • WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN-ON FEL WATER ASSESS- •ALLENTOWN Amount 483.05 897.10 20.00 10.00 4.50 13.00 15.00 20.00 60.00 150.00 15.00 75.00 4 5204 07/22 9717 TOTAL 5881.05 SSWM 75.85 CHECK 75.85 A2/15/98 17 i2".51 0097 8633 CITY OF Vl'.WILA 000/345.830 +*^+++****+a++++**+**�*a+�*+*+++**+++a++*a+ CITY OF T �KN%LA NA � � TRANSMIT � ' " . +A*+*A***A+A**A*A*****++++*A++****+++A*++A*****4^ TRANSMIT Number: R9700881 Amount: 897.10 12/11/98 11:07' Payment Method: CHECK Notation: f LEE STEN9ON Init:`BLH` Permit No: D98-0421 Type: DEyPERM DEVELOPMENT PERMIT Parcel Na: 017900-1410 Site Address: 12242 48 AV S Total In s: � ��1 75 ' � ° . This Payment 897.10 Total ALL Pmts:, ` 897^10 Balance: 1,384..65 4+****+**a«+.A+A+*a*a**4*a++**++a+4***^*^**+* Accuvnt Cnde Description Amount PLAN CHECK — NOMRES 897.10 8588 12/14 '/717 TOTAL _ � ' ' Project:L Type • ns• • ti.n: / Address: / � � Q ell'? Da t- Special instructions: Date wanted: /, � � �' ea Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: Inspector: El Corrections required prior to approval. PERMIT NO. 6)431 -3670 r /t- -te / Date / r - 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: Project Type nspectjon: el VIVI Address: 36 w) Ave s Date calteN 1 4;o0 Date wanted: 031 14 /CO a.m. <50 Special instructions: z / Requesr -171{ Phone. 4-aC, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 JOLia) PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS" /-+ Le, ?-.? fr" 2) ,50.e)1ty), 7 /Oozy, 2-. I 1e ri6P.s /7/1Xe_ 4 7)—' 4 C 2__Lp eg4, 49t—P 5 741 rio /e $47.00 REINSPECTION FEKEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proje - � In pection: Type o lIn ?tom Add lp�s_ '))6 Lis ' Date called J � 00 Special instructions: Date wante�t� rl 2/00 Requester: Phone: 3 OI i X1 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: Inspector: Date: - 3 r J ❑ $47.00 REINSPECTION ' � E REQUIRED. Prior to inspection, fee must he paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ., Receipt No: Date: ., ..�.:x,.r... .. 'r.. .�. PERMIT NO. (206)431 -3670 Corrections required prior to approval. 1 COMMENTS: •..,_ ,s 0 n �; V? 5 Address: i .11, y ? A-ve S / // Special instructions: }CA�S2 62 // 12/4f12/4f---- �4 �-- v Phone: T a.m. p.m. Requester: V It I 11 to l V r V1" -0 y wit, .� Project: 5 ,s 0 n Type of Inspection: r F i'f , o , -1 Address: i .11, y ? A-ve S Date called: a.3frO Special instructions: }CA�S2 62 // 12/4f12/4f---- �4 �-- v Phone: Date wanted: 1 .2/21 / 00 . a.m. p.m. Requester: a - 4 1423 — IN to INSPECTION NO. n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required pr r to approval: . Inspector: Date: /�5Ct $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: •.gin: Z; FL,'.',�,.: ^..:9. d-,.. COMMENTS: tiJ7)'7 //611,4./ (-d 4p i ,)-- 6e■s-r.e.1 7L „. e 7,67., 4/1 0 / ;3 72- 7 e/fr A tel- doili_ e---e7 7 e 7 ,1 .,..."41 i - 'h. .Th /-1 c p. c A,A, / Le i rc bsi b,,k7/..--z.,1 1 / CI >4- ed'i - . : / / / / '1 4ti/(,1-1' , /4 efr7 45/ 'ad- _ 1 P12' ct: soli ■.--) Typlr ectr (A. Ad 1 re5s: u , , /0/7 , 5 164549 1: Date called:/ S I instructions. , r Requester: I— a),06/ Date wanted:o_fr p.m. iv2e INSPECTION NO. INSPECTION RECORD Retain a copy with permit • CITY OF TUKWIL) BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. • • , (206)431-3670 El Approved per applicable codes. 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: P )7 4) 1) 6ped1/4._ ad i at cuve . Tycred-e e (..- g) / itkii&I S L049 0.--/ sr4,e.-1 7—c,0 /, 13y GO-P■iteilit (Ai uWts- 114?-- r 10 4:41-6 fi / ifie-i ist /c..v., / eA A trri lia-/-k. ,4i p0 4 tf.1 s a , ,i) thsLitut `. Prot: Type of\ispection: co mp YY` . Address: /02 lig A Date called: Date //a2VO4) Special instructions: • ,, • Date wanted: a.m. /2.-- )7 P . m. Reque4t7: seet, / 5 .. teineLe AP Phone: 7 . • ' 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 Ei Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: \721C2) 1:1 $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: COMMENTS: Ty of Inspection: . ' , 476 - fiX«v, c t £Vc�y'4 �' . & s5 ALA-Jr a /Wf) upt4A "tor ( G . ,p "K'I Special instructions: ' ' T r (4 "), 1� /' 76 /AA sae' io/ Requester: � ;, , 6 PO .eft c","' r t4 f 0 Project: 5i- . y Ty of Inspection: .55T Address: /Wiz• 3 l gil fil a.5 ate called: / I? GU Special instructions: Date wanted: 1� a.m. •... p.m. Requester: / / / /// ` ti Phone: INSPECTION NO. n Approved per applicable cods. INSPECTION RECORD Retain a copy with permi CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 8188 . -03 -bL 2-1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: 6V Date: , / 7 . / $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: eti c '•� C-o-- s• Ty a o Inspection: -Trc-teri otr Wu 11 looarc\ Address: \�-� Li E A V S Date called: C 1� ~'1 1 Special instructions: P VA Date wanted: m Requester: .. ' .. ` Phone: D ')k-4 - 74 - 3 - 0 4- 1 INSPECTION NO. F �i 1� ♦ J. , j f / 1 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. Li Corrections required prior to approval. COMMENTS: $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: Projec Type Of nsspe / ') e Ad es, Date called: J7 4 Special instructions: • Date wanted: �} 2 �7�! p.m. Requester: Phone: /° CJ/ r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 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: ask. Project A4 L '7 �� Type of pec 'on: ai ee `( .. (a 4 , Date Ad s • 4 Q � called: r 7 A Special instructions: Date wanted: / O h ���� ( r3. - p.m. Requester: ( / Phone: )( -3--gy INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 41 � s ��' p r S r.� �7 C1' -1,1 /, ed I f -- V 1.7) `p-s 4 - r 0 $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: + n I f 9 f (' •t tAde / /? 02 / G L A r . -l' ".../45-k, / v - L t , 4".() - 7 7 \ v s,. /5 r `ie oak , R U C , 5 6 4 - 1 i d ASrw /7SS w/ r ..t.i_e_e., 7 - - /6 70 Atmt St) Date called: it(( ( ° I , Special instructions: Date wanted: t Project: ^^ Type of Inspection: Address: Y2-2- 4`A CAM St) Date called: it(( ( ° I , Special instructions: Date wanted: t a.m. p.m. Requester: cam . Yr -r- s 0 Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (2061431 -3670 n Approved per applicable codes. 1=1 Corrections required prior to approval. Inspector: Date: 10 7 $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: Pro Oft: ‘ __I ,- 66Y6 Type of Insrio : 1-- Icxx e'k VIP ) Date calle : Special instructions: Date wanted: \A - 11 -6 11 P.tHi. Requester: -- INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I, k PERMIT NO. (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: - ritic 1 IO PK/ 44 lnspec . Date: /7/q, 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: 0 Project :S , , Type of Inspection 6 Add zi_3 ca k, Date called: Spacial Instructions: 'Date wanted: 16 a.m. Requester Phor� /o —a 3 34'z INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 I0► PERMIT NO. (206)431 -3670 Approved per applicable codes. *Corrections required prior to approval. COMMENTS: (922(i Inspector: Date: f / 1O _ $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: O M Sawc i '9 Ali /409 .rN ix G 0 G .�`�t,cc..v/.a -* Date called: •, (1/3 / q Special instructions: I / / / CI p.m. :::tI ate ed: a.m. ,, / .5 (t- 3 -.A-�- t yp-4 r 4.011 -q! cJLI11 / 5 _" 7- /c SFr 12W -- tAnis. e D ((1i kv — (rid-0 vrJ ( A i' ad _&)c 124? / 7 7 M ( t '1(k ViiirtA ww.4 P) >x L-Q.J . Project: Type of Inspection: yr ) C w P Address: ++,, 12 2 (a `1 0 Ai--, 7, Date called: •, (1/3 / q Special instructions: I / / / CI p.m. :::tI ate ed: a.m. : eye Sr --P.y. s J.K) Phone: G INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Dy ! PERMIT NO. (206)431 -3670 0 Approved per applicable codes. n 9rrections required prior to approval. Inspector: Date: t -711 $47, REINSPECTION FEE REQUIRED. Prior to inspection, ee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: P -qt: �. 451 - A)1c Type• .Inspection: , e 5 , 77 five 5. Date called: /U l / Special instructions: - Date wanted: *of /�,L 7 P.m. • Requester: Phone: ,..200 7 3_8/12.6 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 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: fl $47.1 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: Proj c �'I � - Type of,�ll spection: ��/ LP .�1'4 - � Address: l , a ; �, e s . Dat called: `�/ „r� Special instructions: Date wanted: f . f� j�p �i� a.m. / p.m.,., Requester: Phone: ' g INSP GTION 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 zI Approved per applicable codes, [] Corrections required prior to approval. COMMENTS: Date: /OA 9r 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: "t I. Cirl Ty if I pecti : / / Addre s: Date cid: to N Special instructions: Date wanted: `17 p.m. Requester 6tLer Phone: ; Ida _ 073 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. [i] $47.00 REINSPECTION at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: REQUIRED. Prior to inspection, fee must be paid Date: ; m Type of Inspect' n: ,�,e ,�, vl /!Y �' bate called: / 91zi/z? ./.,75C' pecial instructions: Date wanted: .cr/ a.m Requester& Ph9ne. c / 25 /4 7 1_ E 6 fito INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ;Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: c5/ r r_Ade r 0 $47.00 REINSPECTION F EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., ulte 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: . I dYainoia pit Address: 1223 6 4 /8A Ayes 134 5,4c,14L. 6-f ukp-i-A4.1/4....., l ( Ca...A It 4k4 (A"• cLO ( t :L . 1) r 5 4. SP : e K.1 i • A it 14- i9d-rN4 i I is i I A Ct able kJ/ , gttasf. ti E- , sf_ . cir-k4.A.Ac . d I i ttou.3.c. - 17) 1 -P...vj 4 souLt ../.,A di Project: c i 'D Ten sOY) Type of Inspection: . I dYainoia pit Address: 1223 6 4 /8A Ayes Date called: 3 3 11-99 Special instructions: Date wanted: ...12.... t i ei a.m. i ago Requester. &re ,3 Phone: 20e/423-3 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 / DO-oLl PERMIT (2 .)431-3670 Approved per applicable codes. C rrections required prior to approval. Inspector: 6k) 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: 4 N-‘• INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved applicable codes. Li Corrections required prior to approval. COMMENTS: ,. • . 4 1, -‘?0 414 "k" IL f Le ( hatA At - 5 4). 514 Inspector: 0 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 4 Date: \ (206)431-3670 PERMIT NO. •-■ T A 1 ti/ 1 _ / bf7 eV/ Date called: 27 ( Special instructions: Date wanted: _ si kh ere A..,0 Requester :.. P h o 77 7(24, s/..w 5 7 5 .79 4 N-‘• INSPECTION RECORD Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved applicable codes. Li Corrections required prior to approval. COMMENTS: ,. • . 4 1, -‘?0 414 "k" IL f Le ( hatA At - 5 4). 514 Inspector: 0 $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 4 Date: \ (206)431-3670 PERMIT NO. •-■ , ii• _r_e_c_t_x_tc 31614.501 e Of Insp ti n: ' 6,eteria— , t1 r z60 ago fves. Date called: 8 ,/sh ei ons: / ( Spe ial instructi f Ceti V Date wanted: el= Requester: s tne: • 7TT , . ' • INSPECTION NO. Approved per applicable codes. , ' INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION DID-071,;/ PERMIT NO. 6300 Southcenter Blvd, #100, kwi (206)431-3670 Corrections required prior to approval. COMMENTS: • El $47.00 REINSPECTION EE REQUIRED. Prior tb inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 4 ---/-7 4 4 /A /M 2 /-11--- / 1 /.' 07--7 5 P., /7 5 4 A (.74.6>eivpi < i,)• s /42 6.-K..A /c:14,-, 4--)."4„s 5.1 Ire q iy7 i /1 / h I 6, 641Ide . 1../. 47-7 4/.4, rii 4— —, ^1'# r e ( �) rv.t ,,,,,i`� x ,,,,,,2-...-4.,, ,i-- ", 3.7 -r.(- /- 1-,164.01 d4*'/7LS ,•i )" r a4 iiot 147v -- /0 e,e.e 1 (-h- i,, l ire/ l >i-r eial /4.4)414, [.‘) . ji7 ha 1 d 14_4''.�,6.ei 50 (.. 5 ai- 4 rzr e-- aPot._._ i.ki de, cf A 4-1-01:2-7 i L „-1 ),” /.4 - 4.elQ OW i' I Proj 5 e lms /�. T Ino 01 Lr lf�f // A 4s,A l� z/ t r 1 , C Date called: 6 ,/ 2 / Special instructions: Date wanted: p.3/�� bb p.m. Requester: 600 "b&-799-873 Date: 1 .r.opic 071 ' Typrrne pi. 5 Address: jg,z5co i/gth 4-ve_s Date called: 7 / 2g bfr m Special instructions: Date wanted: m. ... RequesteTS rad ofe)Zi "nei- v s (7 INSPECTION RECORD Retain a copy with permit • INSPECTION NO. 7 CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 COMMENTS: /"4 t74.€ ‘365 roved per applicable codes. 0 Corrections required prior to approval. El $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: -- :7:7;rop9tm-71,1717,5r-VV717 ,;.1...1:70170X741147.74711101M Authorized Signature City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name Address 4 + 1 7 17 ' c4 k Retain current inspection schedule Needs shift inspection C !INALAPP.FRM •Rev. 2/19/98 • John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. Suite # Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Date T . F .D . Form F P 85 — Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575•404 • Fax: (206) 575-4439 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 4 Summit Vinyl 8650 3'X4' .50 48 1 Summit Vinyl 8680 2'X3' .50 6 1 Summit Vinyl A650 4'x4v 5n 16 6 Summit Vinyl 8650 5'X4' .50 120 2 Summit Vinyl 8670 5'X6'8" .49 66 2 Summit Vinyl 8650 5'X5' .50 50 1 Summit Vinyl 8630 2'X2' .49 4 2 Summit Vinyl 8650 2'X3' .50 24 ._f 1. HEAT SOURCE: 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 TOTAL GLAZING AREA 334 ENRGYCOD.DOC 2/13/97 CITY ork TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH S.F. - TOTAL CONDITIONED FLOOR AREA 1917 TOTAL GLAZING AREA 44 (add entire column) (gas, oil, propane, heat pump, electric) S.F. x 100 = PROPOSED GLAZING PERCENTAGE 17% H -15 ACTIVITY #: 334 The proposed glazing percentage must be less than or equal to the glazing percentage listed under th$ECEIVED prescriptive option that is selected. CITY OF TUKWILA DEC 1 1 1998 PERMIT CENTER ENRGYCOD.DOC 2/13/97 CHANTER 6, PRESCRIPTIVE OPTIUNS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I N refull otty the requirements of each of the options in the charts below. From the table that ref l sot4e, choose the option that best suits your dwelling design. Glazing percentage determines which bption 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 OPT II OPT III OPilV OPT V 0 0 0 0 >.78: 10 %. 0.70 0.40 (R -2.5) R -30 R =30 R -15 R -15 R -10 R -19 R -10 > . 12% 0.65 0.40 (R -2.5) • R -30 R -30 R -15 R -10 •. R -19 R -10 >:.88 21 %. 0.75: 0.40- (R-2.5) °R - R -19 R -10 > .78 .. 21% 0.65 0.40 (R -2.5) R -19 OPT VI* OPT VII* 0 0 0.45 * < 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: ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): ' LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM 22 -51645 Sears 19OCFM BATHROOM FAN 50 CFM 370 Nutone 48 BATHROOM FAN 50 CFM 370 Nutone 48 BATHROOM FAN 50 CFM 370 Nutone 48 LAUNDRY FAN 50 CFM 370 Nutone 48 ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 100 CFM (4 BEDROOMS) Nutone QT130 100CFM ❑ "Whole house fan also serves as a kitchen or bath spot fan: tp 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 110 Whole house fan wiring O Whole house fan shall Main Bath Sone rating 1 .4 (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES ® NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the buildin• exterior to the furnace return •lenum. © 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): (3 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 TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ACTIVITY #: D18 H -15 MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. CHAPTER 6, PRESCRIPTIVE OPTIONS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I of floor`.::. R =value , Ceilin itR attics: aiilte l Walls: above: below grade: ?;s interior exterior. 'Floor Slab'on; grade HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT II OPT III OPT IV OPT V OPT VI OPT VII* OPT VIII* O O 0 0 0 0 0 R -3Q. -1 . R -30 R =10 * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. El YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 (........."• . City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: Public Works Engineering DATE: July 1, 1999 SUBJECT: Stenson New SFR 12236 48th Ave S. Permit Number: D98 -0421 Contact Person: Lee Stenson Phone: (206)431 -5159 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON July 1, 1999: PERMIT FEE Access $25.00 Sanitary Side Sewer 20.00 Storm Drainage 25.00 3/4" Permanent Water Meter 260.00 TOTAL: $ 330..00 James F Morrow, P.E., Director Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /jjs 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) 431.3665 February 18, 1999 Lee Stenson F. Lee Stenson Inc 144 SW 153rd, #C Burien, WA 98166 Dear Mr. Stenson: C City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0421 Stenson Residence 12236 48 Av S John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your revision to this development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Planning Division and Public Works Division. At this time the Building Division and 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. If your review does not require 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3671. Sincerely, Brenda Holt Permit Technician Enclosures File: D98 -0421 �r- 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 . ,,... �� ' k1 , ,. " �'HED LEj:C N 1fl� 4. The land referred to in this Commit lent is described as •t • Lot(s) 14, Block. 7, Allentown, an addition to the City of Seat le,'iie8citding to the plat thereof recorded in Volume 12 of Plats, page(s) 100, in King Countj/, Washington. END OF SCHEDULE A' ATUS OF EARNEST MONEY: \ THIS C'ARF,1 'l'(:) EXI.?C Jn i'I �( I' JI) (_ OI II:S (11 I :NI AND TI IIS PLYSITME■/ROiJTINatIP ACTIVITY NUMBER: D98 -0421 ,Response Correction Letter: DEPARTMENTS: Builii 'g Division Public Works Fire Prevention Structural MA 'YID DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Routed by Staff Approved CORRECTION DETERMINATION: Approved \PR•ROUTE.DOC 6/98 I Incomplete APPROVALS OR CORRECTIONS: (ten days) X REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 5 -13-99 Not Applicable n Please Route JJ No further Review Required n (if routed by staff, make copy to master file and enter into Sierra) REVIEWER'S INITIALS: DATE: DUE DATE: 610 -99 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions DUE DATE: Not Approved (attach comments) DATE: DEPARTMENTS: Building Division 1$ic 11 Pub �el is Works 1D.Uii i —i-‘19 TUES /THURS ROUTING: PLA ?ain't W/ U�� SLIP ACTIVITY NUMBER: D98 -0421 DATE: 12 -11 -98 PROJECT NAME: STENSON CONSTRUCTION IOC Original Plan Submittal Response to Incomplete. Letter Response to Correction Letter # Revision # After Permit Is Issued �ev Fire Prevention e I Z Gt2❑ Structural (� PI Hiding Division Z Perm o ( a i n for DUE DATE: 12 —J■1-98 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: Please Route ❑ No further Review Required Routed by Staff E (if routed by staff, make copy to master file and enter into Sierra) Not Applicable ❑ REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 1—a-99 Approved n Approved with Conditions ❑ Not proved (attach comments) � VD e '' ()/ f wet z- l84q REVIEWERS INITIALS: CORRECTION DETERMINATION: DATE: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: \PR- ROUTEAOC 6/98 JOB 806 PROJECT NAME: PROJECT ADDRESS: j , . 4 449 AL S. CONTACT PERSON: SHEET NUMBER(S) Bid CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 9818F Telephone: (206) 431 -3670 Plannin REVISION SUMMARY: REVISED 11 Plot Plan 2) Drainage Plan Topographical Survey "Cloud" or highlight all areas of revisions and data revisions. Fire Public Works REVISION SUBMITTAL COOM 5/12/99 PLAN CHECK/PERMIT NUMBER: O!b 1/4_1 6 MOM 6D r ci PHONE: 204 • 731 • S/S7 RECEIVED CITY OF =MLA RECEiv: - ill AY 1 2 1999 CITY OF T 1 2 1 fIMIT CENTER SUBMITTED TO: PERMIT C TER CITY USE ONLY 3/19/9 Y Dear Sir: i City of Tukwila Fire Department Fire Department Review Control #D98 -0421 December 22, 1998 Re: Stenson Construction - 12236 48th Avenue South Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) The minimum fire flow and flow duration requirements for one- and two - family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L /min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (UFC Appendix III -A, sec. 5.1) 2. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" John W Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number Yours truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd Thomas P. Keefe, Fire Chief vertical clearance. Access roads in excess of 150' shall . be provided with an approved turn-around 'area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 4. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • . Phone: (206) 5754404 • Fax (206) 5754439 Sl.ite t r Waa }'' DEPARTMENT OF LABOR & INDUSTRIES PO BOX 44450 OLYMPIA WA 98504 -4450 F LEE STENSON,INC 144 SW 153RD STE C BURIEN WA. 98166 1)[ I'ARfl'•II NT OP LABOR AND IM)l1 TRIES :' REGISTERED AS PROVIDED BY :LAW ASV CONST CONT GENERAL REGISTRATION..NUMBER, CCO1' FLEESI *122CAf.01 /25/ EFFECTIVE DATE: j 02 it • F LEE STENSON INC 144. SW 153RD STE C; .. BURIEN WA 98166 RECEIVED l.A. ! -- 5 19A 5- /,2611vr FJHS'I CLASS \IAII' US POSTAGE PAID • OISiIri.A WA I'I:R' fT NO 312 GENERAL NOTES 1. These are the property of *'G.land are not to be used for any other than the location shown hereon. 2. No changes are to be made on these plans without the knowledge or consent of the Architect /Engineer whose signature appears hereon. 3. Dimensions as indicated are the dimensions to be used for construction_ Do not scale drawings. 4. No framing of any type is to be concealed prior to inspection by governing agencies. 5. References to any detail or drawings is for convenience only and does not limit the application of such detail or drawing. 6. Dimensions and conditions at the job site shall be verified by all contractors. it is the responsibility of the contractor to examine the existing building and all of the conditions prior to submitting bids to the owner since proposals must take into consideration all such conditions as may affect work. Discrepencies in the drawings or between the drawings and actual field conditions shall be reported to the Architect and to the owner. Corrected drawings or instructions shall be issued by the owner prior to the irstallation of any work. 7. All work, construction and naterials shall comply with all pro- visions of the building code and other rules. regulations and ordinances governing the place of construction. It is the re- sponsibility of anyone supplying labor or naterial or both to bring to the attention of the Architect and the caner and dis- crepencies or conflict between the requirements of the code and the drawings. The applicable codes shall include, but not IA limited to: 1956 City Codes-City of 11:4 8. These drawings do not contain the necessary components for con- struction safety. 9_ Ext =eior stud walls are dimensioned to the face of stud, unless noted otherwise. 10. Alt gypsum wall board to be 1/2" thick, O.N.O.. 11. Interior partitions are dimensioned to the face c: stud, unless noted otherwise. 12. Typical studs at exterior walls to be.2x wood studs, at 16 inches on center. unless noted otherwise. 13. Typical studs at interior partitions to be 2,4 Band studs, at 16 inches on center unless ncted otherwise. 14. Ducts penetrating the garage /residence separation wall must be 26 ga. galvanized steel on the garage side. There shall be no openings on the garage side. 15. Finish the walls in the shower with portland cement plaster, ceramic tile or approved equal to a height of at least 5' -10" (verify with interior elevations) above the drain. 16. Provide at least one exit door that is openable from the inside without the use of a key. 17. Provide an approved(non- removable) backflow prevention valve at all hose bibbs. 18. Bathroom exhaust fans shall be capable of providing at least 5 air chages per hour and shall be directly connected to the out- side. 19. Attic ventilation: eave and roof vent area shall be equal to 1/150 of attic area or 1/300 of area if at least half ventilation is in upper half of attic space, or as determined by building official. 20. Provide a 30 inch wide platform, the entire length of the furnance. 21. Provide an outlet and a light at the attic mounted furnance. 22. All insulation shall be blanket type mineral fiber or glass fiber conforming to federal specifications. 23. Swinging doors to the exterior and from house to garage shall be fully weather - stripped. • raErr-IE_ 2AL IJD TWO 41 HOUe,E F LEE 41' EN4aN, INS. 144 4A) .. 153 4lior cerE 5UP•IEHIWAt Ittlestep 24. All sliding glass doors and windows shall be certified and labeled to show conformance with air infiltration standards of the American National Standards Institute, when sure differential of 1.57 lb. /sq. ft. shall be certified and labeled. 25. A certificate of compliance shall be signed by the general con- tractor, and insulation installer certifying that the insulation has been installed in conformance with the current energy regula- tions, Washington administrative code. Certificate shall be per- manently posted on the site. 26. Security Notes: A. Swinging doors; 1. Door stops of in- swinging doors shall be one -piece construction with the jamb. 2. The strike plate for latches and the holding device for pro- jecting dcadbolts shall be secured with screws not less than 25" long. 3. Deadbolts shall ccntain hardened inserts. 4. Straight deadbolts shall have a minimum throw of 1" and an em- bedment of not less than 5/8 ". B. Sliding glass doors and windows; 1. Doors and windows shall be equipped with lurking devices and shall tit so constructed and installed that tlicy intact and engage when subjected to be tested. 2. Doors and windows shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. C. Overhead and sliding garage doors; 1. Shall be secured with a cylinder lock, padlock with a hardened steel shackle metal slide bar bolt or equivalent when not other- wise locked by electric power operation. 27. All joints and penetrations, shall be caulked and sealed. 28. All exhaust systems to have damper controls. 29. All doors and windows to be certified and or approved per standards set by "Washington energy cc;trols." 0 Col' {Hlt� .Heat /fan -P- �)'r Heat /fan /light II 1- ' GFI I �= O I 11� I Its 1 I f19" I' c 1k fixture J -box fix C eili tu ng re light Wall mounted light fixture Recessed light fixture Exhaust fan Fan /light 110V duplex convenience II outlet (note hei if • other than 12') 1100 duplex convenience outlet with ground fault interrupter non duplex convenience outlet under.or over cabinet 1,,,„ 1/2 hot outlet floor outlet 220V outlet • Weather -proof outlet Single pole switch (height 36' above floor) 4 3 -way switch 4 -way switch fan switch heater switch weather -proof switch push button chimes telephone outlet !�~Yh'l vet H9 hose bibb tub IrolL Gor Ar Te 1 c - -- et T the Plan Check c c vrs and orNaelons and _._ _c not author the e violation of �,y ad..._J code or ordla aa. t t of contractor's copy of approved plow �Mdped. Permit No FILE COPY ,106 too. �j$ -lo i television outlet electrical panel electrical meter thermostat ceiling supply register (C.S.R.) wall supply register (W.S.R.) return air grille (wall) cold water fuel gas t gas key valve f'eY smoke detector . tub with shower head LOT#14 Legal description:. Lot 14, Block 7 Allentown, addition to Seattle, in King County, Washington Job Address: 1224x 48th Ave. S.,it/W d Wesbingt Code Requirement: Building code: 1994 1.113C, WMC, & UPC Occupancy type: R -3 Zoning.5oori single :amity Number of Stories: two stories Square Footage Tabulation: Livable First Floor = Second Floor = interior Staircase = Total = Deck= Garage = Glazing First Floor. Entry 1Q3'- 0 "x4' -0" Laundry l@2'- O "x3' -0" Kitchen 1Qa 3'- 0 "x4' -0" Dinning 1Q 4' -0" x4' -0" Sithug Area I @ 5'- 0 "x4' -0" Family 2@5'- 0 "x4' -0" I 0 "x6 " -8" Sub-Total . 815 1072 (50 sq. et) 487 30 sq. & 318 sq. ft 12 6 12 16 20 Second Floor. M. Suite 2@5'- 0 -0" 1 ®3'- 0 "x4' -0" 1@5'- 0 "x6' -8" M. Bath 1 @3'- 0 "x4' -0" 12 Walk -in Closet 1 @ 2'- 0 " x2' -0" Hall #2 2(x3 4' -'0" x 3' -0" Bedroom # 1 I@5'- 0 "x4' -0" Bedroom #2 1@5'- 0 "x4' -0" Bedroom #3 1 @5'- 0 "x 4' -0" Sub -Total Total = 40 33 139 sq. ft. 50 12 33 I 4 24 20 20 20 195sq.ft 334 sq. ft %Glazing $1s_t I072 I Yj87 139 +195= 334 =1 -1.7% i TN:._ I Pia-o I =C-T AhJAL-`'a I 1-1 A-2- 'l SEPARATE PERMIT REQUIRED FOR C - MECHANICAL ) ( "ELECTRICAL (9LUMBING Ej :s PIPING TUKWILA L 3 DIVISION PLAINj F' ✓e P ✓Pv i ' 7 F)C ir{ 2 P' i i /�VA'ID" e F �✓P.r'a ~L-ooP- F'PvMl(-Jd o P-OO frPvr ' 75-1;4` I!h CITY OF TUf(WI A APPROVED JUL 0 6 1999 AS NOT I - BUILDING DIVISION VI GUN' 1-r MAP _? G T '0 d1 RECEIVED I OF TUeoILA AY 1 - 1999 4 I1ERMIT CENTER or A C V r=L rs FND. R/C IN 6"PVC ON C_L 124TH ST AND WEST OF GUARD RAIL (2-11-99) LI \ _J F I SADLER/ BARNARD & A SSOC. liv C FND.R C ,ROS #9503209010 LIT LOT 5 L �_ LOT 5 LOT 6 LAND SURVEYING PLANNING & PLATTING 250.12'(MEAS.) 31218 Pacific Highway South Federal Way, Washington 98003 Phone (253) 941 -7599, 927 -8884 250.00'(PLAT) N89'17'24 'W 1989.12'(MEAS.) S. 124TH ST. C jW 1 50' ISO. VALVE F. HYD 50' UI of a) N o- M Id 0) N z SSMH C.L. RIM LADDER ON S.E. RIM =12.96 IE =6.80 ���SSMH C.L. RIM LADDER ON S.E. RIM =15.26 IE =8.22 SITE B.M. RR SPIKE IN P.POLE ELEV. = 14.15' 13 S89°17'24T S89 °17'24 •E FENCE LIES 0.06' N. OF SOUTH BNDRY. LINE 0 18 NI .I II . l0 I r� 431.18' c\ 27 SET R/C LS #19635 (TYP.) SHED 44 FENCE LIES 0.93' WEST OF EAST BNDRY.LINE LEGAL DESCRIPTION LOT 14, BLOCK 7, ALLENTOWN ADD. TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOL. 12 OF PLATS AT PAGE 100, RECORDS OF KING COUNTY, WASHINGTON MON ALUM. DISC W /PUNCH IN CASE(PC MON) - (2- 11 -99) TOP O O I /---a P NORTHEAST 1/4, OF THE SOUTHEAST 1/4, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W,M. BASIS OF BEARING: PLAT OF ALLENTOWN ADDITION, FILED FOR RECORD IN VOLUME 12 OF FLATS, PAGE 100, RECORDS OF KING CO. WA. SITE BENCH MARK R.R. SPIKE IN POWER POLE LOCATED ON THE EAST SIDE OF 48TH AVE. SOUTH. ELEVATION= 14.15'(NGVD 29) VERTICAL DATUM CITY OF TUKWILA BM3 -PK NAIL ANt) WASHER AT INTERSECTION OF 50TH PLACE S. / S. 124TH ST., IN WESTERLY MOST ASPHALT ISLAND ON EACTERLY SIDE OF 50TH PL. S. ELEV= 15.45' (NGVD 29) PREPARED FOR ,- STENSON CONSTh?UCTION, INC. 144 SW 153RD, SUITE C BURIEN, WA 98116 EQUIPMENT Topcon 211D Total Station HP 48GX with TDS Data Collection PROCEDURE Held Irnverse and Electronic Data Collection GRAPHIC SCALE 30 0 13 M 60 120 .1�J `� IC S vEY 1/P bee cLizi ( IN FEET ) I Inch = 90 tt LEGEND O POWER POLE 6 GUY WIRE © POWER VAULT O GAS METER 1A WATER VALVE • FIRE HYDRANT ID WATER METER ID TELEPHONE MH aT TELEPHONE RISER oC CABLE BOY. )0 LIGHT os7 SIGNAL BOX • MAIL BOX ff SIGN ® CATCH BASIN OO DRAIN MH 0 SANITARY MH Gb MONUMENT AS DESCRIBED • FND. REBAR & CAP • SET REBAR & CAP(LS #19635) • PK NAIL GD HEDGE CEDAR DECIDUOUS TREE FIR ALDER ROCKERY CROSSWALK STOP BAR LAWN GRAVEL CONCRETE - o- o -o -o- CHAIN LINK FENCE x- x -x -x- WIRE FENCE -a- WOOD FENCE JOB NO. 99 -012 SCALE: 1 = 30' DESIGNED- DRAFTED: MLC CHECKED: D. E. 0. DA TE 2-15-99 SHEET 1 of 1 �)CV21' F1fZ� 1 T ::) !‘ 61 4-,Ew 1 ovEP- 4E c p powu4. Ihfr� Qo ve {� UN \/ y ? l f7 EN"f - t-oc.'f a■l of � t 1• '1 ' I evTIJ 6" MINIMUM 18" MINIMUM J C� PIPE SPECIFICATIONS: 1. TRENCH PIPE SHALL BE PERFORATED PVC UNDERDRAIN PIPE PER WSDOT STANDARD SPECIFICATION 9- 05.2(6). 2. TIGHTLINE BETWEEN BUILDING OR BASIN AND TRENCH SHALL BE PVC PIPE PER WSDOT STANDARD SPECIFICATION 9- 05.12(1). PIPE SHALL BE 4" DIAMETER, LAID AT 2% *MINIMUM SLOPE, OR 6" DIAMETER LAID AT 1% MINIMUM SLOPE. -- STENSON - DRAINAGE DETAILS SCALE: JJ IA DRAWN: DDH 70 995401 O (mo °O ° 0 O o '11- f t/AN O O - oO o 0O o O Co ° 0 ° 4" PERFORATED PIPE 0 ° o 0 o 3/4" - 1 1/2" WASHED ROCK I- -2' MINIMUM ---I TRENCH CROSS SECTION &i1E- Ri,. - I rry NTS ChU Evpjnee,0'3 . Sm+ 30'3 . Imd Play g EXIST GROUND DISPERSION TRENCH 2'X16.5' USE SPLASH BLOCK FOR ROOF SECTION ABOVE WALKWAY WALKWAY 6.75' NOTE: ALL DIMENSIONS i ARE APPROXIMATE. NO SURVEY PERFORMED. I •p 30' OR 30' 48TH AVE SOUTH DRIVEWAY (360 SF) �IS CFOSS SLOPE 6.75 TIGHTLINE PIPE LENGTH AS REQUIRED CONNECT ROOF DRAINS TO TIGHTLINE, TYP. >— CITY Of RAW APPROVED JUL 0 6 1999 AS NOTED SUILDING DIVISION These plus ttaaa bon ally W l Pubac IV 'ks DepMroM tar aardco latiawlltt eaten[ City ::darts. Acceptance le MNMtBMrots s:^:r; which do nat al/e& Mlr@ls of adopted , :darda C 0l eentse. alaponeibiety for the n :.squacy al the daalpl fltdy with tho design - c.. Addidon,CIONIOearatadqieratotem drawings after tits dab WS 111111 tip aosapWloa and wa require a em decald at WNW daswlnpe tar stew quast spploval. Finalaaaap tansaNst1liaatIOW by the Public Water terns Data v • INCcEss S SD 3 /4 (pEe I) e bq B-042,1 4, - i 'A: t t 4 11111 al • a - II - `801x$ !a� y hd. OF we rOGb© I'- C 3 lo j, -10 _ /� - r LUlrc rp - D Pi Io'- F 11 tp S ) SDOFt-/t 1,g F�o - a rea G ° LIN 1;,(7P1ParYI Y - (2� ; r 6.6 -oo M "` d VIN`(L �L• ��o -vOM j tp t 3' -D 1 64 ) �srP- vr�al� 20 viN-f ft . - wi. 'Ef2 -PP-ay n JLYwo 504e 6040 IrJ`(l,•l 2 =y_ NI GESMEALEMES 1. Showaffebeaelmmeto on of shatter r .. matnoaL 2 Provide ID" re 911" ennisture TrastreCC , baba at bativoams. 3. Receptacle outlets siafi be speed@ 12., as. e.g.& shall be located within 6 ddoorapemg, (erg. closet doo s,...) AW may 2 or wider walls. 4. Afi mnldoot receptacle oudarto bavea weatherproof caw= groaned fa.circlot itaerropter (C£Q) 5. AR wind. to bedoaSglaed fiameto bevinyi cased 6. A...ce label shall be afford to egarpmeo requiring preventive maintenance, & a copy of the meintenance i slid be provided for the owners arc 7. All insulating maserials shill be certified bytbe mmdacmeras complying wills the Wallington quality standards 6af insulating material IL Famm! built fireplaces sbaj brie the A)T gbt fining closeable meth or glass don covering the entire openingofl6e foe boa B)Aeadus iaaair intake to dawn from the outside of the bldg. directly into the firebox Mi. is at leak sic negate inches in ante t is agaipp d with e readily ascend*, optsnble, & tight fitong damper. C) Tight fitting Bee damper with a madly accessible coda 1 D) Cent®tttss boning pilot li. isd 9. Dear shall be constructed, iosulled & insulated according to Chapter 10 ofthe Uniform Meclrnlnl Code, latest edition. 10. Apr pain ofthe duct system shall be tightly soled with mastic or tape. 11.ThamostatipgY controlled beating or cooling systems (except deadic bat Prop) de11 lwean auamatic thermostats ith a clock mdnaaoo which the building occupant can manually pmgam o amooadally setback the themaVU sal poi. for at least 2 perils within 24 bans. 12. Lamps used in Imtimies foe general !liaising in kitchens& btlhtooms shall haven efficacy °fact less then 25 lumens pa wan. (flume tent type lighting will meet that requirement) 13. Ilse required sm. detector shag c an a permanent wiring withwd any dismmecriog swieh ale than those for weaned plasmic. 14. Provide 518^ type •x• gypsum baud mad.& wails between bd..moms& Pula 15. provide R -19 bin insulation first floored at second Boor Emden page& habitable room: 16. Provide 11111 but insolationm roofmlmg 17. Stair Notes a) Maim= width 3 b) hfm®m tread -9", Mic iram rise -T. e)Miai amhacooam 6' d) Nardmis to haveends rammed and to be minims. 2 Maimm2 above trod Amdgrippacm ofhmdorls sbaeatbe less than 1 tar nor more don 2" in moassectioseldimaision athesdpeslafF- uvidean upiv.= gipping Handrails pmjc6ogfom a wall sbdl have spa.of not less then 1 lirl dwsunffie va0 and ehe hared at e) Wag fire blocking b.. wingers at top and bottom end in wall slamming= per section 2516(0. f)An usable space =decm.o have 519' type Y warm baud atwalhandsof. It All s`ylights due bans Imbed insulating gloss abe double dome Oak, area the tapdrmeiofeaudbe irodlediaa .110 r34,U. &C 19. Atl wood exposed to the weather, suds as wood used for deck framing, dating railing, joists, beams & poet shall beri:me cleated or ceder per NBC seo. 2516(011. 20. Mann fin is sbovm on pleas in baththen knoll fm boring acaps. of cat lea than that specified in table no. 3.), W.SEC end section 1205 (a ), UHG ddvzat to tie outside. 21. Wood framing in shower wads shall be p otemed per scdm 2516(k),U9.0 22 Provide fireblouling aramd nabs. cam. 23. Solid fuel burning appliances include aidessto... 9DVm, room beaten/fireplace stove, theory boih f nipiaces, and fireplace inserts. 24. Unless ott!eewite adopted,aB solid t elbmdngglpfivoca shall comply with she provisions ofaaatim 504111LC 25. Fad burning equipment located within. bidding g mod., defined ad constricted render the Wails. a ee energy code,shagalarm combustion airhorn outdoors, meeting the prods., al r.-= tim607,UMG Ned li ld mg.slopc defined, the elements of a building w•hich eaclosec,athdmed spaces through which dermal energy maybe transferred occ from the meths, s ction202, Washington State mazy code. 26. Fad burning er dpmrsrhumdouesidethe bmldmg envelope slid meet the provisions of sedan 601, NAM 606 ,DuctwoUMG, location &soma ofamhntimav, refaeu.e sections 602,603,604 and rt, 2& All warm air f nna ces x.11. listed ad labeled by us s other 504, UMG 20 Appliances Would formsu0do listed specificatior. Sation504, UMG 30. No warm air furnace shall be installed in amon used ardaipd obeused as a bedroom, closet or is any enclosed space with access only i roughs. mm or space except direct veining &maces, enclosed fmruoes andelamichating fibmaces, section 704, *U.M 31. No wandao furnace shell be installed ins closet or alcove less than l2 ^ wider t en the furnace or furnaces installed therein with &minim mClear wml®g space less than 3" along the sides back and opofthe fimace. 32. Heating or cooling equipmed located in agarage and which generates a glow, spat or (hue capable of igniting flammable vapors shall be installed with. plots and bumer508,UMs or h m ating ele . and switches at last IS inches above the floor level. Section 33. Fee dampen need not be installed in drducts pass. through the wall floor or ceifiog separating a residence from a garage provided such ducts wit6intbe gaeage are rsmmnctd of steel having tbic.ess.Im La mw irsth?la. 26 ..:_.. shat gauge) and haw: no openings into the gat., sxtioa 503 (ud),UHG ....Vann air find. installations mead space or attics s1ai1 wmply with sad. 708 end709,UMC 35. Evoy eppliencedesigned o be vestdshell be conna2d to a vemogsystem comply. with stale x901, 902 ad tables no. 9•A and9$,UMC 36.A type BaBWga.shall temmate not hiss than 1 foot alcove she mofthrcagh dads Hpeadam 4 SmtSte saywends at an dee if45degreasapwanb Goo the horizontal car less thinshows mFg.1,MAC casks limed/mod otherwise, sec6m 906 UMC 37. Atype L venting system shdl osmium oat less than 2 feet above am roofdaough which it passes. less 6=4 fr. any f-'.� gad. =as at an angle of more dm45 degrees upward from the boric°. unless IimdPoesoed otherwise, section 906(e), 38. Vent codaoes shall be installed dthindm spa. or area in whilst. W.. is located and sbaDbe connected oachantey orstem in swi amamaaseo maintain clot deemed o odes per table m. 5-e, 39. Mends.. mattresses S. be by unapproved 66ticuor who shill provide details and spaifia6ona as required aped by an approved Washing. State 40. Eachtcos dug be stooped with mmoLwues ID, design lad& true: spacing reenuth.reth 41. Builder shall verify all nuns lengths. 42 Tame shall. cm field madifiestimof ousaes without snipped engineering amend details. 43. All trusses shall be braced, flamed and tied to supporting v. Ls form an iuega part of the whole stmmee L-5-6.,;:rJD caii.ra CITY ; JUL 0 6 1999 As NOTED DIVTSION (s(JiLDIN Ili' d.c. , Yi GYP o, e - I I- T EP' to(-, - /ib r�25 I E$ rF_p 14712_ w/ 13 - - j1 (3p,1T 1N5t ''AN1 A Ar3oie GUrJ�iT Ext2 rT F° - Nil IN 1 /e a GYP . 51 6 11 DG 1, 2xCn (uDS v lCo" 04. w/ S /e 1-07E. 'x' 'iYR Bp• 6 1a E- � ID ° c YZ't G1YR 3D• 2 NP{ ; i t3uE IDF JIDE EI.�VA'(ior� •1(1 (p96 - tkl�L q - ovfri EI..e.VA IPr) yG %° 3 X1.0 _Tr L ❑1 ❑ M'P A Fl.Ps1E- tAri 2 X WO2 T2 { 7 /t(o o � or \JAI(IDri -( o. P.. -(w2. To. , 7L' CITY Of RAMA PFPROVED JUL 0 6 1999 AS NOTED UU!LDM1G D!VT3tON t To. Ft --(wv. P N 7 _ us � To. w2: % d" 9g -Ia2 J 4 r 1 r I! - / e01,A,A3 N1- I roONI io F1-1<i' •1 ,e lee" P' t7 / X -4 ••-,c ea p-,o•FT tca' 0 pra-AH- 4- lit0 wrfitir4 oF e.0P1.14. - to as. Gor41141.1000 e '1 "Mr iti I( ' 1111-1- ... . . .t r R HVAPEIt evu cac1-4eit • • 44' ••1 1 1.1111 1....10rtEIZAL- RGi t- - 3/4 4 i GO - Tt0 Hi0A.cxae' w . • 0...eh. Kkrur, KA.: I e • W AIL -pi4EA44 5 441 1-1Att, c 3" k - t - PLA-narz, H EADor/s .,rut:05 1-4c0s1,. .001.Jokt- vA..f.1.04451_ t4A■it- -re/ 1.4 P.eP h4,4,t 4 pr&tt 3!! Lit-- • Dr?, P#'' — , E w 4-'-0" ( -r-ra -ra e.errr , -r (.0 - e, //\ n y ' 12-042F ptN1 4- — W 11'4! r-I 1'0 F,e.- bq(60 CITY OF TUKWILk APPROVE) JUL 0 6 1999 AS NOkD 4 5 1 A T.. CCM DESIGN 61N ACCORDANCE WITH THE 1991 UNIFORM BUILDING CODE (U.B.C.) AS AMENDED BY TEE LOCAL BUILDING DEPARTMENT. JIVE MAD& ROOF 25 PSF FLOOR An PSF LATERAL WIND EXPOSURE II; 80 MPH SLLSNLIC «,ZONE 3 FOUNDATU : MEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1°.6` BELOW ADJACENT EXTERIOR FINLS'HHED GRADE. ACTRA Pl I - COMPACTED FILL SHALL. BE SELECT GRANULAR FILL WITH NOT MORE THAN 5% PASSING A /200 SIEVE. ALL FILL SHALL BE PLACED IN UNIFORM, HORIZONTAL LAYERS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS FOR HEAVY MUIPMENT CTAMP1-.C1DRS & 4 INDIES FOR HAND OPERATED MECHANICAL COMPACTORS. FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR TEST). C AST IN-Ty s WR CONS t F c = 2,000 PSI LB 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 941 SACK (*CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1 -U211 S. MAXIMUM SLUMP IS 4 INCITES. ALL _PHASES MR WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO TaE BUILDING CODE REQUIREMENTS FOR REINFORCED COI, i ti CAU 316 - a6J. AU. RuNTORCI G STEEL DOWELS. ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 518 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT' II DI CONCRETE AND MAXIMUM SPACK G OF 4 FEET ON CENTER. MINIMUM 2 BOLTS PER SQL PLATE PIECE. ONE BOLT To BE PLACED WITHIN 12 INCITES OF EACH END OF THE SILL PLATE PER U.B.C. SECTION 2907 (1). FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE DAMP PROOFED WITH A HEAVY BODIED ASPHALT BITUMINOUS DAMP PROOFING. REINFORCING STEED ALL REINFORCING STEEL SHALL BE PLACED IN CXJNIORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318 -88) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION (1992 EDITION) BY CRSL DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A-615, GRADE 60. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS MINDtL1M Mk Nat BARS ("_O" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORQNG STEEL SHALL HAVE TF,E FOLLOW No MINIMUM COVER CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED, TO EARTH OR WEATHER A THROUGH 118 BARS 2 INCHES •5 BAR AND SMALLER 1 -1/2 INCHES CONCRETE NOT EXPOSED TO FART:= OR WEATHi1& 114 AND 118 BARS 1 -1/2 INCHES /II BAR AND SMALLER 3/4 INCH SLAB -ON -GRADE (FROM TOP SURFACE) 1 -1/2 INCHES TIELBELLITIREEAILIUC: WWF SHALL CONFORM TO ASTM A -185. WELDED WIRE FABRIC SHALL BE LAPPED ONE CROSSWIRE PLUS 2 INCHES. (i.e. 8" FOR 6X6 MESH). LOCATE WWF 1 -112 INCHES FROM TOP OF CONCRETE FOR SLAB -ON- GRADE. WWF SHALL BE CHAIRED IN POSITION WITH MAXIMUM CHAIR SPACING OF 4 FEET. ANCHOR BOLTS SHALL BE ASTM A307. COLUMN ANCHOR BOLTS SHALL BE FURNISHED WITH 2 NUTS AND 2 WASHERS EACH BOLT UNLESS NOTED OTHERWISE. 2X R.00R & ROOF JOIST 4X BEAMS 6X BEAMS COLUMNS LUMBER NOT NOTED DOUG- FIR/LARCH 6'2—Fb = 1250 PSI DOUG - FIR/LARCH 11 —Fb = 1300 PSI DOUG- FIR/LARCH 11 —Fb = 1300 PSI DOUG- FIR/LARCH 11 —Ib = 1000 PSI DOUG- FIR/LARCH #2-Fb = 1250 PSI { CTRIICTT /RAI TIMBER- ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER. LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: MISCELLANEOUS HANGERS TO BE.SON OR APPROVED EQUAL. ALL HANGERS EDAM REFASTENED 11'WOOD WffH PROPER NAILS. AU. HOLES SHALL BE NAILED. MACHINE BOLTS 10 BE A -307. ANCHOR BOLTS INTO CONCRETE MALL BE 5/8 INCH DIAMEl'ER WITH 7INCIIES bF BMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON TEE PLANS. ALi NAILS SHAU WTRRNAILS_ VAiLtunm.tABRal ACCORDANCE WITH U.B.C. SCHEDULE 25-Q. ?RWRRVATIVR TREATMENT: ALL LUMBER THAT 15 IN CONTACT WITH AR INSTALLED WITHIN 1 INCH OF CONCRETE OR MASONRY OR EXPOSED TO WEATHER SHALL BE 'MATED WITH A PRESERVATIVE OF ACZA OR COO: LUMBER AND PLYWOOD SHALL BE TREATED IN ACCORDANCE ;WITH AWPA 0-2 AND C-9 RESPECTIVELY. NET RETENTION FOR LUMBER4!1ND PLYWOOD SHALL BE 0.40 POUNDS PER CUBIC FOOT FOR MATERIAL IN CONTACT WITH EARTH. FRESH WATER, CONCRETE OR MASONRY; 0.25 POUNDS PER CUBIC FOOT FOR EXPOSURE TO WEATHER. IF TREATED WOOD IS TO BE PAINTED OR CONDITION REQUIRES CLEANLINESS USE PHENTACHLOROPHENOL WITH 0.40 POUNDS PER CUBIC FOOT FOR LUMBER ABOVE GROUND, 0.50 POUNDS PER CUBIC FOOT FOR WOOD IN CONTACT WITH EARTH, FRESH WATER, CONCRETE OR MASONRY. WHERE POSSIBLE PRECUT MATERIAL BEFORE TREATMENT. HANDLE TREATED LUMBER, PENETRATION DAMAGE, FIELD CUTS AND HOLES IN ACCORDANCE WITHAWPA -M4. F/.00R SHEATHING: SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE. A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON' NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGIJ I AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING: SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ALL EDGES SHALL BE BLOCKED WITH 2X WOOD MEMBERS. WALL. SHEATHING' SHEATHING SHALL BE 1/2 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d FLOOR FRAMING. PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 21'.1: ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER. BEARING. WALL. FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS-FIR/LARCH 12 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2 -16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -I6d NAILS. PRF MANUFACTURED FLOOR & ROOF JOIST: JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER: STRUCTURAL ENGINEER. ALL TRUSS PLATES AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. I I6d 0 12'b.c. STAGGERED. TIP: . ' ►__z• I 2 -16d FOR:, 8 A90' 1-,15 FOR' EA. ADD'{., 2 1N:.DEP1N. led O 12 "o.c. 11 TRIMMER -USE T7N0 I i‘IMIM 0 OPEN GS 1' C1R i ARGFR NQTE:I PROWDEo2x IIORIZ.'8U('Cp, 9E1IlEEN 571105 1E to aC AID `'dc A9' fIRE;BUCG O OIUNG .UNE.' NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED)- LAMINATED TIMBF,R: LAMINATED TIMBER SHALL BE DOUGLAS - FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv =165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.LT.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICAT IONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. SPACIAL: CONDITIONS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT Ii" OWN. 6.:/0FJT__4 \- I w ct�v OFF +T ' "- ii>lr�t .1 i s m LJIPP -P I L e, (--Tiv ! 9/4)41, EPA pi.:( wR7D 1 1 � ') n 0 0 0 . - ) 00 0 0 0 . s I/2 GAP BD. 2x4 • 16 oc lR" Gy . ED 2x BLKG AT BRG WALLS fl1 / 6x 4- E:ADERS PER PLAN R. 1i R -19 INSUL 2' -0" MIN PER \. `° r 1 1 1 i . ://<",./ f c 12 FINISH FLOOR 3/4" PLY SUB FLR IR' (�"!. BD, LAN IQ' G.'(( BD. ,2x4 • 16" oc 1112' MI. BD. 4' LONG SLAB OVER ri 4 MIL POLY OVER 1 1• MTt. TAto u) 4• GRAVEL BASE 2x6 TREATED SILL w/ V1 "x10" AEOLT5 • 4' -0" oc 6x HEADERS PER PLAN *4a.4 -- P."10 / 2- 4CONT P.IQ RIGID NSUL CLR MN 3" 'woo p Pow ( PLAN c� Gv� Mir -r 11-1 LAe7P AVT ;12MP 2! �OOF(,� w yip !h PE1-T ►r ' a•� 0/ ' .-; ':9P L f- ' C - 24' G. c p- • 38 �AiT I NOTEI PROVIDE TYPE Fi FELT LNDER VALLEY FLASHING i SC ' r YEN"' BLOCK I PER UBC 3205(CI PLAN r:iqg 1 SIDING 1 5' BUILDING PAPER it SHEATHING PER 1i8C 2511(g)3 f 2x6 STUDS • 16" oc I t R - INSULATION w/ VAPOR BARRIER IIa °4 r ?32. 2x BLKG - •4 CONT WIND BALE N FAC, SAME AS ABOVE CON t - .ETAL GU iTR C[ cp paP'FOR-A ?Ep DP',41t,t DV OF TUI(IRA APPROVED JUL 0 6 1999 AS NOTED BUILDING DIVI3tON . G