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HomeMy WebLinkAboutPermit D02-064 - TENJER RESIDENCE - ADDITION, GARAGE AND DECKTENDER RESIDENCE 4502 SOUTH 739x" STREET D02 -064 Public Works Activities: doc: Devperm City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7347600440 Address: 4502 S 139 ST TUKW Suite No: Tenant: Name: TENJER RESIDENCE Address: 4502 S 139 ST, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: WOODS DOUGLAS Phone: Address: 4502 SOUTH 139TH ST, SEATTLE WA Permit Number: D02 -064 Issue Date: 08/16/2002 Permit Expires On: 02/12/2003 Contact Person: Name: ZORAN TENJER Phone: 206 -444 -4650 Address: 4502 S 139 ST, TUKWILA WA Contractor: Name: OWNER AFFIDAVIT IN FILE Phone: Address: Contractor License No: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF A 475 SQ FT ADDITION TO AN EXISTING SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE ADDITION AND 190 SQ FT OF UNCOVERED DECK AREA ADDED. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE, TESC, ACCESS, AND UNDERGROUNDING OF POWER. Value of Construction: $54,282.10 Fees Collected: $1,219.44 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 7 Curb Cut/Access /Sidewalk/CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: Y Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page ** D02 -064 Printed: 08 -16 -2002 z Q : J U 00 • 0 W = J F. • u_ wO 2 gal u_ • d I— H Z F. I— O Z I— w • w U 0 O ( � w uj I— U u'O W Z 0 z 1 Signature: doc: Devperm City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ' aoe.- 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 provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Print Name: a0 76. x j < D02 -064 Date: Date: e-- /6 '0 2- 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. Printed: 08 -16 -2002 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7347600440 Address: 4502 S 139 ST TUKW Suite No: Tenant: TENJER RESIDENCE PERMIT CONDITIONS 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 9: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 18: ** *PUBLIC WORKS DEPARTMENT * ** 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. D02 -064 Permit Number: D02 -064 Status: ISSUED Applied Date: 03/12/2002 Issue Date: 08/16/2002 Printed: 08 -16 -2002 z w 00 CO ILI J I— W LL wO LL Q = w z = I— O z I— U 0 O 9 O I- = • U I— I- LL O o D- .. z w 0 Signature: doc: Conditions City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 22: Any material spilled onto any street shall be cleaned up immediately. 23: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site. 24: Downspouts shall be collected in an on -site storm drain system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 25: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 26: Driveways shall be paved for a minimum distance of 20' from the edge of the existing road pavement. 27: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. Print Name: ' C J D02 -064 Date: Printed: 08 -16 -2002 Project Name/Tenant: • Value of Construction:, 0‘yJ Is Tax Parcel Number: ri 1 9 Property Owner: -� Contractor: T Phone L 6 J Street Address: Fax #: Architect: / Phone: Street Address: / City State/Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person: f C J Lr. Phone 1 //( l Street Address: 1.5'0 2 Stat p: S /� 9 ht S 1 .: ._ City 1M'3 /�� Fax #: Description of work to be done: 41, c(d i o v o -I-h._ ex I S /i ic 'k.,(J.S Type of work: ❑ New Single - Family Residence $1..Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence . ❑ Residential Accessory Structure' ❑ Remodel/Addition to Accessory Structure in Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: fl Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: 7/0 sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Foota e: I/75 sq. ft. Dwelling sq. ft. Covered Deck(s) 400 sq. ft. Garag Carport sq. ft. Accessory Structure(s) /90 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. R STAFF USE ONLY • • .. • f .. -, �' �` .. :: L18S_ �4 1 .. u .� �. .. • �� • 'Yi3M�. . �.t Jl'��iil.l Single - Family Residential Permit Application CITY OF TUI 'YILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT. EQk S'1k PWROBO WORK $ gA1101‘ (Additlonahret! ow tshalltbedete mi difdrbStlie ii ❑ Channelization/Striping El Curb cut/Access/Side alk ❑ Fire Loop/Hydrant (main to vault)*: Size(s): ❑ Flood Control Zone ❑ Hauling Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public 'Storm Drainage '01 Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): C3 Water Meter Temp It Size(s): Est. quantity: gal Schedule: r:1 Miscellaneous Li NAF.,A_ G Ar vr./D) ri G 6f pa u.) 0_ 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 expires: Date application accepted: — 0 Z - - 9 - - / - 0 —o - Appii • fop taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM '{�•t �t•ri�. •IW,+r''. 1 .�., {vi1" > }{�.'.•: ... .. .4:!r. .. \T ; }:.1 •'? ,, ......:,:,:.:;14%,--,- , lw{. . ���+rv4I. ^..j:: • ABU /LDING GWNER OR=AUTHOR/ZED,AQENT,. { . , � #� - ).4 ..t�. +'k = %; ' Signature: C7? Date: Print name: 27. Al r 1J 3 c.r Phone( , `""7ti --/$ j�Fax #: Ad dress . i r". C: n.t:' .1 �. a i+•t y�� ‘:4 Z k'...-'�i..i •I�w.�' ��V', "1 1 . Lr FF . s..':Iy!8ta ,� / /4 . V` " `: Y, j (1 ,.�. ! , Y i . 1:" , , � '�{� t �/1, rlif vV !!!''.111 � 1•.T.l. y�.•/l•..t ,,-„;,..,.,,e 41 :g, ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE • : MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY • 1EGISTERED ARCHITECT OR PRO, _ SSIONAL 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/tire flow availability (Form H -11 a). 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 watermark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas/Electric/Oil/Propane/Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department orthe 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 ". BuIldingPwner /A'uthorized ent:itthe;a antCJs tlier'than.the, er re IsterederctechtUeri l ee r:contractor . by the State:of W�shingtori; 4 o i t�Ylz tl, %tt���h� a p • � ' i i r'e �� ��:Ihe agertif'fo subm tli s`permlt:appli ation "and pe ! )7 ' {stsbrhrttal��e t 1 < 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. :'.1.t ':..�..:F«�r.:'.:J.!..:.. .:: J:�G; i. .. .:....•i..� avt ovf1 4'��e +r3;n+i «N'ntx:.:if,,,,, VIOAP! z ~ w CL 2 O 0 w - O w w 0 2 u. Q = • d F_ w Z = I- o w U � o - O H w w o o ..z w P • 1- z ALL SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE • : MITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY • 1EGISTERED ARCHITECT OR PRO, _ SSIONAL 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/tire flow availability (Form H -11 a). 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 watermark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas/Electric/Oil/Propane/Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department orthe 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 ". BuIldingPwner /A'uthorized ent:itthe;a antCJs tlier'than.the, er re IsterederctechtUeri l ee r:contractor . by the State:of W�shingtori; 4 o i t�Ylz tl, %tt���h� a p • � ' i i r'e �� ��:Ihe agertif'fo subm tli s`permlt:appli ation "and pe ! )7 ' {stsbrhrttal��e t 1 < 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 / AM AUTHORIZED TO APPLY FOR THIS PERMIT. :'.1.t ':..�..:F«�r.:'.:J.!..:.. .:: J:�G; i. .. .:....•i..� avt ovf1 4'��e +r3;n+i «N'ntx:.:if,,,,, VIOAP! z ~ w CL 2 O 0 w - O w w 0 2 u. Q = • d F_ w Z = I- o w U � o - O H w w o o ..z w P • 1- z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7347600440 4502 S 139 ST TUKW TENJER RESIDENCE R020000335 BLH ADMIN ZORAN TENJER Current Pmts Amount Check PLAN CHECK - NONRES 103 Type Description RECEIPT Method Description 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 441.19 Payment Date: 03/12/2002 12:19 PM Balance: $683.25 441.19 Account Code 441.19 Total: 441.19 D02 -064 PENDING 03/12/2002 15 03/i3 ;'7.19 444.1. , "� ,. Ti ti'1 "F�i i Printed: 03 -12 -2002 z RECEIPT �w Parcel No.: 7347600440 Permit Number: D02 -064 U O ' Address: 4502 S 139 ST TUKW Status: APPROVED v) 0 Suite No: Applied Date: 03/12/2002 W = Applicant: TENJER RESIDENCE Issue Date: N IL .w00 Receipt No.: R020001197 Payment Amount: 778.25 g 21 u- Initials: SKS Payment Date: 08/16/2002 12:09 PM u) 0 User ID: 1165 Balance: $0.00 1— _ Z � 1- O Z 1- w w U TRANSACTION LIST: 0 01- r Type Method Description w W H 0 U O Payment Check 106 778.25 Z RD Pmts Re -Dist .00 U N Z O I- Payee: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ZORAN TENJER Current Pmts Amount BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY PHOTOCOPIES /DUP SERVICES PLAN CHECK - NONRES PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE Description Account Code 000/322.100 412/342.400 000/342.400 000/341.690 000/345.830 000/345.830 000/345.830 000/386.904 678.75 15.00 30.00 20.00 - 441.19 441.19 30.00 4.50 Total: 778.25 Printed: 08 -16 -2002 z Project: l Type of Injc .tion: �y "_`.` //}} I e1 j4 AP4. Address: S ._SD, i_39 Date Calleco: 5 / ~ --, Special Instructions: Date Wanted: ----- .m. / Requester: Phone No: 2—O(0 L 44 ( 4 :4 1 - 05D t+ INSPECT I• N NO. . s. )iiti •• *. Arg4 /+f7t 1 'I'n ,:ti'.•"., INSPECTION RECORD Retain a copy7with permit \• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20• )431 -3670 • • COMMENTS: a 7i; Approved per applicable codes. El Corrections required prior to approval. $58.0• • EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project,:..._ -. Type of Inspe tion: 6; , Address: /_ ztcr2.,, 50/3 _,A,-... Date Called. Special Instructions: Date Wanted: —13-05— na:' p.m. Requester: Phone No: INSP CTI +N No. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 e evi—egy PE •.a (206)43 1 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: $58.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: 'Date: "Mkt4:Xte ':iya'szao5atun� #Fcr� i ,Y1L;r7 r E'.444 Z =Z • ~ W e J ✓ O I— WO g u. I a _. Z � ZI- ju U � O 52 0 =W I-- u. O W Z U N • I- 0 Z 1 COMMENTS: Type of Inspection: `` Type of Inspection: `` .--f �'�e Address: 0)! 7 Date Called r - S'pecial Instructions: Date Wanted: _,"., (, j.m. -_ ,3 — ,S p.m. Requester: �,. . Ph( r-le No: ,--,2.Z; ) VV7 5*' S /f INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Date: ri $58.00 REINSPECTI01! FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: COMMENTS: 4 's . fcAkj gduti-- Type of Inspection- [1 �.. V -c/(05 - j 6-') (Ar _) f sr Date Called: a ,,. / S/ S 1 Special Instructions: i #4 f:- Livi. ( of-k---\ Date Wanted: e q) --7/0 Prole//c; Type of Inspection- [1 �.. Address 1/-�. c; _) f sr Date Called: a ,,. / S/ S Special Instructions: Date Wanted: e q) --7/0 a.m. p.m. Requester: 4 Phone Nod. 1j6 j INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 1_1 ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: S!6k ' 4:0 411114x..ti:,1,1.Gl f ` nv1 ±1 z tu Q � Z� J U U co 0 w = H tL, WO 2 a co ▪ a I. W Z Z O • W U O - a I— W W S I-- H — O U N' 1 . z COMMENTS: ' Z r / " / G� e- p-i TWiAef/ j V2- YO - Ce-a- r. ¶r 29 ad Special Instructions: Date Wanted: n 3/ 2.31u:5 4. Requester,„ n 3/vi/0C CA t4ARAIU ()A 7 A71 /. y � lit-P ic-L, 7 14 (14,4•- , P h wit / 1 Project- !Tnj .5ic(i I11(-e Type of Ins ection: flt) net)? Add ess: 4 150 .S 1Zc1 5 Date Called: 0.31a a 10 Special Instructions: Date Wanted: n 3/ 2.31u:5 a.m. -pt-- Requester,„ n Phone No: 0(, /y' y,Io ) w Cot INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ei Corrections required prior to approval. Inspector: Receipt No.: / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Date: COMMENTS: Type of Inspection: p4) -r(1ccQ • ,ot24)ioc, yi -1 pow . „ Special Instructions: Date Wanted: /0/(90/6 V (.m) pm). Requester: 1°1 i f /4-(1 - tiuk-t lib-v\d/ CaN5T/w -3-4 142O10( Go6(X- ID P./ 0_64-61.1-i La (( •. (L (A) ) iolzofoct po - 7 (.‘Qt-et,‘ Project: I 8rl�e r �1sidrr!( c Type of Inspection: p4) -r(1ccQ • Address : '(a .5 /.3cr St Date Called: /00/0 ,/0 (/ . „ Special Instructions: Date Wanted: /0/(90/6 V (.m) pm). Requester: Phone No: PWW.*tur0104 .44ii4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit jot - PERMIT NO. Approved per applicable codes. El Corrections required prior to approval. Inspector: 6J 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: Type of Inspection: Type of Inspection: � Address: Date Called: 1� / /� , Special Instructions: Date Wanted: Requester: f r ..� g.4.- Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA_ BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 4h-k) 1 DateJ / y Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P ct: { ro Ie n /t i) —' l dexe Type of Inns l o ` ' Address: p 54 ' i fa d . e i Date Called: . 1 , Special Instructions: Date Wanted: I 6, 0 i io 0 Requester: 70 f Phone No C (-f( 04 - )g0r1 b Flo INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Y'r'r A pr nvrc -- 14t4 Inspecto . - ''� n Date: co _ I: , ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ° CnkWA& Ate :R,'vin A R23tt, .. 'h. k;F :Sv.u� : u 6i k�tYd Projec • -.€ 0 V r c) Type of Inspection: -7-� 100$/' hc.uLa`1/G Address: S 0 S 1 C4 Date Called: I L S-- O '2 , Special Instructions: . „ Date Wanted: 0 - .S - 0 3 a P.m. Requester: re( h Phone No ;AI* itu*S e� : kioatn INSPECTION RECORD Retain a copy with permit INSPECTION NO. :CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Special Instructions: Date Wanted: x6 r✓ 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. Inspector Ni6 (2 1 6)431 -3670 Corrections required prior to approval. Date: $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: 1reny4/ PveS1 d4,c,t, Type of Inspection: di/ Wakl Address: 4.4" 1-1502 S, +3°+ — Date Called: C,- IZ- o3 Special Instructions: Date Wanted: G0 1 3 ^d3 a.m. p.m. Requester: 2 0/0. 1/1 Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 OMMENTS: Approved per applicable codes. Corrections required prior to approval. $47. INSPECTION tE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspecti Special Instructions: Special Instructions: Date Wanted: W _ 0. INSPECTION NO. El Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit bo - 0(17 PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 0. 31 -3670 Corrections required prior to approval. Date: 6 _ 1,1 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Type of Inspection: Address: Date Called: Special Instructions: I Date Wanted: Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 a pproved per applicable codes. to- 0 641 El Corrections required prior to approval. COMMENTS: E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION NO. 7Yi#} C°qA P t C Vka AktfAi4i,9r :AtiT %PYe4' ni INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 4 COMMENTS: Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTIONV REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. en e r e ReSi 62,1/1 CC In ki 1 1 Ad ss: L 02 s 13 54 Qate Called: :/ 3 Special Ihstructions: Date Wante 3 . p a :) , Requester* Zo rn v. Phone ,..z ,,��`` INSPECTION NO. 7Yi#} C°qA P t C Vka AktfAi4i,9r :AtiT %PYe4' ni INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 4 COMMENTS: Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTIONV REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: renj Res, Type of Inspection: rrarnin3 Address: 9562. -3 139A St Date Called: p■ - 5- 1-03 Special Instructions: Date Wanted: 2. _ 403 .;..g. Requester: — Z0e4ah Tenje Phone No: 2o 6 L/65o INSPECTI N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. AtekiA142 INSPECTION RECORD Retain a copy with permit PER Do2- 06 0 T-- (206)431-3670 Corrections required prior to approval. COMMENTS: LI $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: LIS Address: C 2 S /39 .5' Date Called; i i 6 (03 Special Instructions: Date Wanted:, Requester. 1 INSPECTI. N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspect $47.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: uy. `JvC� '::elr INSPECTION RECORD Retain a copy with permit Date: E Corrections required prior to approval. Project: Type of Inspection: Address: j Date Called: Special Instructions: Date Wantefd� !// a.m. p.m. Requester: !J Phone No: INSPE I +N NO. P G - t — (y . " 2-- - INSPECTION REC RD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �•+,� t<ti': +�4:ik� = ..:'.:}, r::'F�i�:Rl t �:;:]:iio S •1•�Y;'�e`y .GbL---oGy PERMI COMMENTS: ? \ 4', / ., /�61, (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 1 I P i El ' 'REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: &002 k T P/ -- 3 )Z - r - o Px 7- 1,0 r i 7 T Address: HS 2 S \39 -S-t Date Called: We re . ( /1 ,blitie 4 -4 /2.s &J 4f /c2 4 //0 / /02 j4V f/.47'14/01/ _2'4/ O. ek 1 /7½\) i - / - 4 4J)I d 4-fn/ Date Wanted: 1 --t- 19 -03 ., p.m. Requester: Project: -- - evtJ-er 3 of Inspection: -- trci wl l I^ Address: HS 2 S \39 -S-t Date Called: +- 11O3 �, Special Instructions: Date Wanted: 1 --t- 19 -03 ., p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. 47.00 REINSPECTION FEE REQUIR paid at 6300 Southcenter Blvd., Suit Receipt No.: Date: / 03 Prior to inspection, fee must be 100. Call to schedule reinspection. Date: Corrections required prior to approval. Project: e,UiEz A--s- , T ype f Inspecti , � 0OF S# ,& 77!06 Address 5 Date Called: Special Instructions: EfU2 3 O� 67- Date Wanted: / - 3/ - 0 p•m• Requester: Ph a No: , 5 . : D INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: f L. - , Ayr .f� 4 $47.01 REINSPECTIO v EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ..R' i T't•�1.!�}� z W 2 6 JO 00 co o W= . J 1- N W WO J to u_ I Z = W W U� w oI- W Hr" III Z U 0 z Project: � � f . T,yze of I . spe r T ` ar'i ; Address: - x,45 va , /$9 .;7' Date Cal ed: /-d -7/- .-- Special Instructions: �� Date Wanted: / 9 /0 — QG�._ a _ `�+.r'r Request Phone N6l %. 7 /jG / . . INSPECTIQN NO. • INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 9818 / (? 6.70 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Receipt No.: 2 4-7., 7 42 / Date: / A/% i.i v • $47.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 7 Z W 00 0 W W • W WO 2 J u. • d � Z = W O W 0 S O I- W W 2 ll L'O W Z U o l z Project: - /r-e.a-", Type of section: Address: dz S /3 9 . Date Called: /D -// -ate. Special Instructions: Date Wanted: - Requester: Phone Nc$ �a(p JCf2 - /&'z y,ht :�y '; t' ",:1aatir;:tt�Se"srra li•:itbv"�fx?':rioigi la N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 gi. Corrections required prior to approval. COMMENTS: P-� - 4 dt) h/ Ci`if f $4z.A EINSPECTI EE REQUIRED. Prior to inspection, fee must be paid at 1300 Southce ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Type of Inspection: ziA/viefz./5 Address: Date Called: Special Instructions: Date Wanted Receipt No.: Date: • INSPECTION RECORD Retain a copy with permit INSPECTI N No. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. U Corrections required prior to approval. i $47.00 REINSPECT ION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: Requester: Joe CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. INSPECTION RECORD " Retain a copy with permit (206)431-3670 Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " ---1 paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Special Instructions: Date Wee a.m: . . Requester Phone No: _ 9C(0 r .2o7-0g 2 INSPECTION NO. 1/ INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Ei Approved per applicable codes. Inspector( Receipt No.: 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. Project: 1 Special Instructions: Requester: R Approved per.'appiicable codes. 0 Corrections required prior to approval. COMMENTS: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspecto INSPECTION RECORD Retain a copy with permit • T (206)431 -3670 02 Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: OWNER /APPLICANT ZORAN and VIOLETA TENJER 4502 S. 139th ST., TUKWILA, WA. 98168 COVERAGE /AREA SUMMARY BUILDINGS PROPERTY COVERAGE CVG ALLOWED (35 — ((((8250 — LEGAL DESCRIPTION RIVERTON MACADAM LOT 23/SEC ROAD /TN HP 3/ TRACTS RGE4 KING COUNTY/TUKWILA/WA. DATUM BASE BOUNDARY SURVEY PERFORMED BY KENNETH R. ANDERSON ASSOC'S 1720 S 341 et ST. Fedral Way, Wa. 06/02 PROPERTY ADDRESS 4502 S. 139th ST. TUKWILA , WA. PARCEL NUMBER: 7347600440 NOTES: 1896.36 SF 8250.00 SF 23.0% 32.8% 6500) / 100) X 0.125) ROOF /SITE DRAINAGE TO BE RUN TO FILTRATION TRENCH PER PLOT PLAN SANITARY WASTE TO BE COLLECTED BY AN APPROVED SYSTEM AND PUMPED TO EXISTING PUBLIC SEWER. CONTRACTOR SHALL INSTALL AND MAINTAIN AN UNTIL SUCH EROSION FINAL R LANDSCAPING PERMIT CENTER SHALL MAINTAIN CONTROL OR REMOVAL IS APPROVED BY THE INSPECTOR(S). SLOPE DRIVE TO CONSTRAIN AND DIRECT RUN —OFF TO PROPERTY. GRADE ELEVATIONS: DETERMINED BY FIELD OBSERVATION 5TErHEN W. HARLAN 509 Bronson Way NE Renton, We. 98056 u a.+ 0 C) W 0 4 O 0 v g TJ SH DD flU Ft RE:CE VE c In JUL 16 2002 .44. 'TUKWILA PUBLIC WORKS CITY OFETUKANILf JUL 15 2002 COMP u p a { AL •�w �.+ ■ �: _ PLOT PL to alp = ^� 0 This document may not be r pr••uc5t ii' of Nrrt irtdw r in part, mechanically or otherwise .t"Wi+ •u4..* • ertvau dirttattdn.cd 'r. The information and design contained herein has been produced by, and subsequently is the property of Stephen Harlan, and may not be resold or reused for reasons other than contractually stipulated. TE O 0 0 In b z 0 0 W _ 0 00' O tn. pci b EL —2.0 BLDG BSBL r LOT 23 10'X2'x2' DRAIN TRENCH FILL w/ WASHED GRAVEL COVER w/ FILTER FABRIC AND 6" MIN TOP SOIL T.O. GRAVEL EL —8.0 MIN 8.00' 8.00' EL —3.5 EXIST HOUSE BLDG BSBL PORCH BSB EL —2.5 40.00' 55.0' 24.00' EL —7.0 NEW ADD'N EL —8.5 EL —2.0 EL 0.0 (ASSUMED EL 0.0 EXISTING FENCE IN R.OW. S 139th STREET 60.0' R.O.W. (ACTUAL WIDTH 21.00') ~- FIREHYDRANT ON OPPOSITE CORNER 0 0 w z .00 0 0 0 0 n M cV 1)01.0(94 • FIGURE C.2.B TYPICAL DOWNSPOUT INFILTRATION SYSTEM '• Ievei- washed rock — o �o p d vo ga filter fabric Small Site Drainage Requirements infiltration trench PLAN VIEW NTS 4" rigid or 6" flexible perforated pipe PROFILE VIEW NTS SECTION A NTS C -13 fine mesh screen C.2.3— INFILTRATION TRENCHES AND DRYWELLS 4" rigid or 6" flexible perforated pipe overflow splash block sump w /solid lid CB sump w /solid lid compacted backfill 4" rigid or 6" flexible perforated pipe washed rock 1 1/2 " -3/4" roof t drain roof drain oil /water separator 9/1/98 Z H Z • W J U O 0 CO (/) = W u. < co D = a F- in Z I- 0 Z 1— U � O — • 1— W F U LL Z U N 1-- _ 0 Z I House Roof Downspout Roof Downspout flow /—Roof Downspout Small Site Drainage Requirements Overflow �- - Splash Block flow Fine Mesh Screen DRY WELL PLAN VIEW NTS Catch Basin (Yard Drain) 15' min. DRY WELL SECTION NTS C•15 O ('n L,J 4 2 Catch Basin (Yard Drain) Min. 4" dia. PVC Pipe p�0 FIGURE C.2.D TYPICAL DRYWELL INFILTRATION SYSTEM Topsoil '()(.0 k1611\1 61dt1/ 1d,r,r ► t1 0 48 Inch Diameter Hole Filled with 1 -3" Washed Drain Rock Mark Center of Hole with 1" Capped PVC or Other means Flush with Surface . yo �Jc7o - 9ItIorPDPle ' hS a0 a�t7� S V C ti c 1' min. , aao0 * aC nc S 48 Inch Diameter . 9' Sides of Hole -",g'C Hole Filled with Lined ' 11/ Dra Rocked =` 4. O Min. 1' above Seasonal High Groundwater Table 4' min. f 9/1/98 z re w J U O 0 CO 0 CO la J = • w w 0 w a Lo. E w z � t– O z LU � • Q U O - w ui U - . i=H 0 03 -01 -2005 ZORAN TENJER 4502 S 139 ST TUKWILA WA 98168 RE: Permit No. D02 -064 4502 S 139 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions 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, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/18/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician Aro City of Tukwila ,/ xc: Permit File No. D02 -064 Bob Benedicto, Building Official Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 10 -01 -2004 ZORAN TENJER 4502 S 139 ST TUKWILA WA 98168 RE: Permit No. D02 -064 4502 S 139 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and /or the International Mechanical Code, every permit issued by the Building Division under the provisions 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, you are hereby advised to: Call the City of Tukwila Permit Center at 206 -431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/28/2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D02 -064 Bob Benedicto, Building Official City of TuklA,'ila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 May 4, 2004 Zoran Tenjer 4502 S 139th Street Tukwila, WA 98168 RE: Permit Application No. D02 -064 4502 S 139th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to June 2, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, City of Tukwila • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. LCD -f.. Stefania Spencer Permit Technician Xc: Permit File No. D02 -064 Bob Benedicto, Building Official Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 4, 2003 Zoran Tenjer 4502 South 139th Street Tukwila, WA 98168 RE: Permit Application No. D02 -064 4502 South 139th Street Dear Permit Holder: Cii of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to December 10, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D02 -064 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor March 10, 2003 Zoran Tenjer 4502 S 139th Street Tukwila, WA 98168 Ciiy of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D02 -064 4502 S 139th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to April 29, 2003, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefanie Spencer Permit Technician Xc: Permit File No. D02 -064 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206-431-3665 .,«., •s.+0. 0.4.,•∎••A` +a„vil.^w.ctdFe•∎44% } x!wp n4 Yn� .c * S.a,.:......�... Steven M. Mullet, Mayor z ~ w re 2 00 N D W = J i- � W WO I I O N O I— W • uj - H u- W z • = O I— z July 9, 2002 Mr. Zoran Tenjer 4502 South 139th Street Tukwila, WA 98168 RE: Letter of Incomplete Application #jY Development Permit Application Number D02 -064 Tenjer Residence — 4502 South 139th Street Dear Mr. Tenjer: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 12, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed: Building Department: Ken Nelson, at (206) 431 -3670, if you have questions concerning the following: Must provide plan for footing drain discharge. Note on plans not complete information. Window extension for bedroom may not encroach in side yard setback. Check with Planning Department. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, encl -A Stefania Spencer Permit Technician File: Permit File No. D02 -064 Department of Community Development Steve Lancaster, Director City of Tukwila 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 Mtn Steven M. Mullet, Mayor March 15, 2002 Zoran Tenjer 4502 South 139th Street Tukwila, WA 98188 RE: Letter of Incomplete Application #1 Development Permit Application Number D02 -064 Tenjer Residence 4502 South 139th Street Dear: Mr. Tenjer: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on March 12, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Planning Division: Sincerely, ibt //A– b Brenda Holt, Permit Coordinator end File: Permit File No. D02 -064 Guy of Tukwila Department of Community Development Ken Nelsen, Senior Plans Examiner, at (206)431 -3670, if you should have any questions regarding the attached. Deb Ritter, Associate Planner, at (206)431 -3663, if you should have any questions regarding the attached. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3670. Steven M. Mullet, Mayor Steve Lancaster, Director Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ... «.n. :, rn ;n..vw. yr s• AnY�` {upiyY.Ay " "- :'N ?i.7rs #';Sp.Utui z • 6 6 O 0 N 0 -I 1- u- w O 2 gQ I I--w Z = zI- • w • 0 O • � a'-- w • w u. w z U = O ff' z DEPARTMENTS: ,�� ids 00 Buil ing Div ision • Public Works APPROVALS OR CORRECTIONS: Approved n Notation: Documentshouling siip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 064 PROJECT NAME: Tenjer Residence SITE ADDRESS: 450 -2 S 139 St DATE: 07 -15 -02 Original Plan Submittal x Response to Incomplete Letter #_.2 Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ref Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: Approved with Conditions REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n PERMIT COORD COPY • Planning Division bum l Permit Coordinator DUE DATE: 07-1 6 -02 Not Applicable n DUE DATE: 08-13-02 Not Approved (attach comments) 11 z w cc 2 .J U O 0 W= H � w w0O J LL? = w I- _ z � Z W • 0 O • E o I- ww LL' O W z N 0 z ACTIVITY NUMBER: D02 -064 PROJECT NAME: TENSER RESIDENCE SITE ADDRESS: 4502 SOUTH 139 STREET Original Plan Submittal X Response to Incomplete Letter #1 Response to Correction Letter # Revision # After Permit Is Issued DATE: 07 -08 -02 DEPARTMENTS: I3' Ild Di Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28.02 F rMr r COORD COi-'Y PLAN REVIEW /ROUTING SLIP 0 Fire Prevention ❑ Structural ❑ Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY ce t_ P Division Permit Coordinator DUE DATE: 7 -09 -02 DUE DATE: 08-06-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: C f�0X LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire.❑ Ping � �,�- PW ❑ Staff Initials: �� TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ® Response to Incomplete Letter # Response to Correction Letter # E] Revision # after Permit is Issued Project Name: TENJER RESIDENCE PERMIT CENTER Project Address: 4502 SOUTH 139 STREET Contact Person: ZORAN TENDER Phone Number 240 G) ! 44 ~ 4c,5_o Summary of Revision: 4/1 CTS' C')' /l h c(ntl ChS C / f' * C-0/ 04 -1 ,- ,r \N t li C a w e7(1 s i °r) 4 c 'l p /eri-Q- ‘.,,,.k.s oP each Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: JO/ 1 J Entered in Sierra on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D02 -064 RECEIVED CITY OF TUKWILA JUL 1 5 2t1t12 07/09/02 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 — — © 2 E Response to Incomplete Letter # El Response to Correction Letter # Revision # • after Permit is Issued Plan Check/Permit Number: 7Dnz-o6c-/ Project Name: J .�"✓J C!/' r , evr Ce J f Project Address: 4l S 13 °j 4-4- - `e /lO 17ACIAJZ- A' Contact Person: ZOf Th ;Yee Phone Number: (2-0G) //// If -4a 5 Summary of Revision: CITY OF TUKWILA JUL ` 8 2002 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center bv: '`Z S d r_ Entered in Sierra on —(1? d 08/30/00 Part A: (To Be Completed by Applicant) Purpose of Certificate: NEr Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propos d Use: !Residential Single Family ❑ Residential Multi- Family ❑ Commercial ❑ Other Applicants Name: 7© g C k Phone: 2©i _ .yf'4 .. 4650 Property Address or Approximate Location: 4 /56a S /39 Sr Legal Descriptlon(Attach Map and Legal Description if necessary): L07 a3 'aIk 4 . 24.,:..,:1 > , ki vEk MAc.AdA.r k8,z d - -r s'. TAX LOT : 734 (,o - 0440 Part B: (To Be Completed by Sewer Agency) 1 . a. Sewer Service will be provided by side sewer connection only to an existing ( size sewer i1./ feetfrom the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1 above is checked) A a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 1 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: • a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) . ;, King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) RECEIVED CITY OF TUKWILA b. Easements: ❑ Required ❑ May be Required c. Other: MAR 1 2 2002 PERMIT CENTER "WORKING TOWARD A BE; t ENVIRONMENT w —w SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from it date of Nature. 0..r( -42,0 Title !4Y 7' �i' f ?fCIH^.SKl.t. "AW4t , t.l:U: "+..a= .: "Wr=:,+.:.......... 14816 MIS y Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206)2423236 Fax: (206) 242 -1527 D t o bo o44 z 00 wF- w w g a_? co = z 1 .. � zI!- w o • C O 1- w IL z w U= O ~ z AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON ) COUNTY OF KING Z c0 e/'-s/ V TEJ states as follows: I have made application for a building permit from the City of Tukwila, Washington. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT 1/13/00 CITY OF T! — WIL A Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Signed and sworn to before me this 16M day of Auyus , 20 0 2 . NOTARY PUBLIC in and 'for the State of Washington, residing ati ✓lJc Name as commissioned: My commission expires: County. Alice A. Dec«y 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the, .,nited States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the opera ►,..n is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; , 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. z w I re J U O 0 N J = w O 5 = 1 w Z = zI- w U � O ( o I— w W L'O w z U � - _ O 1 ' z STEPHEN ,, .DESIGN DOCUMENTATION FILE: TENDER ; BASE: CUSTOM JOB: 050702 , DATE: 07/07/02 This h•) ;umert. and the ,ntorntot,or., e,: -k, and design hereon has SOW been produced by and ,s the so property of SH /DD, and may not be resold, reused, or reproduced, n•echon+cally Or Otl'ere;sc in who or it part, other than may DO contractually stipulated. Tenser Residence 4502 S. 139th St., Tukw;la, Wa. Cover Sheet JUL 8 8 2002 PERMIT OSPITI ! Sheet: FRONT ELEVATION 0 LOT 23 EXIST HOUSE ER /APPUCANT ZO and VIOLETA TENJER 4502 . 139th ST., TUKWILA. WA. 98168 COVE GE /AREA SUMMARY 8UILDIN PROPERIY COVERAGE VG - ALLOWE LEGAL DESCRI ON RIVERTON MACADAM LOT 23/SEC 15/TN KING COUNTY/TUKWI DATUM BASE - 1896.36 SF 8250.00 SF 23.011 - 32.89; 8500) / 100) X 0.125) TRACTS 23/RGE 4 A. BOUNDARY SURVEY PE ED BY ,., KENNETH R. ANDERSON 'S 1720 S 341 et ST. Fedrol Wa Wo. 06/02 PROPERTY ADDRESS 4502 S. 139th ST. TUKWILA . WA. PARCEL NUMBER: 7347600440 NOTES: ROOF /SITE DRAINAGE TO BE RUN TO FILTRATION TRENCH PER PLOT PLAN SANITARY WASTE TO BE COLLECTED m' AN APPROVED SYSTEM AND PUMPED TO EXISTING PUBUC SEWER. CONTRACTOR SHALL INSTALL AND MAINTAIN ' NCO AN APPROVED EROSION CONTROL SYSTEM UNTIL SUCH TIME THAT FINAL LANDSCAPING SHALL MAINTAIN CONTROL OR REMOVAL IS TR, APPROVED BY THE INSPECTOR(S) SLOPE DRIVE TO CONSTRAIN AND DIRECT RUN -OFF TO PROPERTY. GRADE ELEVATIONS: bETERMINED 8v FIELD OBSERVATION 10 PLOT pLAN JUL 15 20f Prawn. CINTER SH DD Rt1N tw w. AN th011 so. w.nson May N[ Olumlo.. rno Moss DOS) ate -.do• This 4ocarnant me/ net M raprs0uood in any form, en whole or In part msCAOnICOINy R dMrwi•, w; ho A watts,' authorisation. The i forrno6on and assign contained herein Ms Men produced by, 1REHYDRANT ON OPPOSITE 1 understand that the Plan Check approvals are subject to ems and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. BY Date c2 - o ff Permit No. FILE COPY SEPARATE PERMIT REQUIRED FOR: [f aECHANiCAL LECTRICAL (yt LUMBIN(i Si :AS PIPING CITY OF TUKWILA BUILDING DIVISION THIS PROJECT SHALL COMPLY WITH THE FOLLOWING STANDARDS AND ASSEMBLIES UNLESS OTHERWISE MODIFIED BY ENGINEERED CALCULATIONS. ADDITIONAL MATERIALS AND CONDITIONS ARE AS SHOWN ELSEWHERE IN DRAWINGS. LOADING (Gravity) ROOF ASSEMBLY FLOOR DECK ROOF 'TRUSS w/ CLG) ROOF ;muss w/o CLG CEILING NO STORAGE CEIUNG LIGHT STORAGE) CEILING HEAVY STORAGE) EXTERIOR WALL (WOOD) EXTERIOR WALL. (STUCCO) INTERIOR WAIL (GYM) LUMBER HEM -FIR STUD GRADE HEM -FIR #2 DOUG -FIR #1 DOUG -FIR #2 DOUG-1 IR GLU -LAMS SHEAR ' /SF - /SF - /SF /SF SF /SF /SF 'Pb: 625 Fb: 1 100 Fb:1 350 FL:1250 Fb:2400 Fv:75 Fv:75 Fv:85 Fv'85 Fv:165 E - 1,100.000 E:1,150,000 E: 1,600,000 E : 1 .500,000 E:1,760.000 SHEAR WALL CONDITIONS ARE ADDRESSED ON PLANS WHERE APPLICABLE AND IF REQUIRED, SHEAR TABLES AND DETAILS ADDRESS STRUCTURAL CONDITIONS OF AFTECTED BUILDING ASSEMBLIES. FOUNDATION MINIMUM SOIL BEARING CAPACITY - 2000 PSF MINIMUM CONCRETE STRENGTH - 2500 PSI PE -BAR CLASSIrICATION - GRADE 40 /DEFORMED ENVIRONMENT CUMA'E ZONE 1 / SEISMIC ZONE 3 / EXPOSURE 8 DIMENSIONS BEAMS and HEADERS _ REFERENCE 1x LUMBER• .75' x / 1 .5 ", 3.5 ", 5.5 ", 7.25 ", 9.25 ". 11.25 2x LUMBER: 1.5" x 1.5 ", 3.5 ". 5.5 ". 7.25 ", 9.25 ", 11.25 4x LUMBER: 3 -5" x 1.5 ", 3.5 ", 5.5 ", 7.25 ", 9.25 ", 11.25" 6x LUMBER: 5.5" x (1.5 ", 3.5 ", 5.5 ", 7.25 ", 9.25 ", 11.25" GLU -LAM BEAMS & COLUMNS ARE SIZED AS SPECIFIED ON PLANS. DETAILS. & SECTIONS. 4,1 - DF�2 or BTR. 6x - DF#2 or BTR. CLUE. LAMINATED TIMBERS SHALL 9E DOUG -FIR COMBINATION 24f - 44, NO CAMBER, AND COMPLY WITH UBC Si ANDAROS 25 -10 AND 25-11. ENERGY / VENTILATION: (SEE SHEET "R1" FOR CALC'S) AGENCY /CODE: 2001 WSEC - PRESCRIPTIVE HEATING: CAS FURNACE COOLING: NjA WINDOWS: SEE "WINDOW SCHEDULE" DOORS: SEE "ENERGY CODE" INSULATION: FACED FIBERGLASS & FOIL FACED RIGID FOAM CLOSE[) CELL RIGID FOAM BELOW GRADE DESIGN TEMPERATURES: 68' (INSIDE) 28' (OUTSIDE) INTERIOR •VENTILATION - FAN CFM - PRESCRIPTIVE CLASS A COMPOSITION SHING:.S, 4 NAILS PER SHINGLE 150 B_DG FELT, 12' HORIZ. LAP JOINT, 1 8" ART. LAP JOINT 1/1" OSB, STAGGERED, WI'H 1x4 SOLID W000 AT OVEkPANGS /EXPOSED AREAS 2x HF#2 RAFTERS, 24 "oC R--38 r ©Z . INSUL w/ 4 MIL V8 STAPLED TO RAFTER FACES 1/2" CONTROL DENSITY GAEL ATTACHED w/ SCREWS EXTERIOR WALL ASSEMBLY BEVEL SID'NG, 6" TO WEATHER 1x, 2x CEDAR TRIM FASCIAS 15# BLDG FEL1, 12 HORI2 LAP JOINT, 18" VERT. LAP JOINT 1/2" OSB, STAGGERED 2x6 HF *2 STUDS, 18'oc R--21 BGL INSUL w/ 4 MIL V9 STAPLED TO STUD FACES 1/2" GWB. ATTACHED w/ SCREWS /WR CW© 0 BATHS & KITCHEN INTERIOR WALL ASSEMBLY 1/2' GWB, ATTACH w/ SCRE• /wR GWB 0 t3ATHS & K.TCHEN 2>K4 STUDS, 10 "oc MAIN FLOOR ASSEMBLY FINISH FLOO R PER PLAN 1 /2' UNDERLAYMENT, JOINTS STAGGERED 5/8" T&G OS8 SUB -FLOOR OR 3/4' TdrC EX' C -0 PLY 14' TJI's 16'oc R- 30 INSUL 5/8" TYPE 'X' GWB ON GARAGE CEILING 1 HR RATED WALL ASSEMBLY 5/8" TYPE "X" GWB (ON GARAGE SIDE OF FRAMING) 2x6 STUDS, 16'oc R -21 INSUL */ 4 MIL VB, STAPPLED TO WARM FACE OF STUDS 1/2" GWB (ENGINEERED CONDITIONS TAKE PRECEDENCE) DESIGN DATA/TYF ASSEMBLIES GARAGE DECK REFERENCE TOTAL S.F. (New) REFERENCE EXISTING CONSTRUCTION MAIN LEVEL (Total) UPPER LEVEL DETAIL IDENTIFIER bESDATA •'ALL OR PARTIAL SECTION FULL BUILDING SECTION NOTE REFERENCE WALL TYPE REFERENCE 4 INTERIOR ELEVATION 1.0.FON 0.0 /" GRADETOP OF"' ELEVATION DETAIL LABEL STRAP /HOLDDOwN /ANCHOR GENERAL GRAPHICS DESCRIPTION: REMODEL EXISTING S.F. RESIDENCE FLOORS: 2- MAIN & UPPER o/ GARAGE CONSTRUCTION: TYPE VN w/ 1HR SEPARATION BETWEEN GARAGE and HOUSE OCCUPANCY: R3 and M1 ZONING; t,DR BLDG JURISDICTION: CITY of TUKWILA PROJECT DATA REFERENCE - rsvvljA i i .. ._- 705.50 SF 1308.75 SF 430.50 SF (STAIRWAYS ARE INCLUOEO IN EACH LEVEL. AREAS 'OPEN -TO- BELOW' ARE NOT COUNTED) AREA SUMMARY 1 033.75 SF 587.60 SF 0.0 SF. CS FP PAGE: CONTENTS: MP MW FF UP SC EL RF R1 REFERENCE TABLE of CONTENTS GENERAL NOTES DESIGN DATA TYP ASSEMBLIES PLOT PLAN/VICINITY MAP DRAWING /GRAPHICS KEYS FOUNDATION PLAN NOTES ANCHORS, STRAPS, HOLDOWNS MAIN FLOOR PLAN GENERAL NOTES FIXTURES, FINISHES, AND ELECTRICAL DOORS. WINDOWS, AND CABINETS ACCESSORIES AND PRODUCTS MAIN WALL FRAMING PLAN HEADERS. BEAMS DIMENSIONS ANCHORS, STRAPS. SHEAR WALLS MAIN /UPPER FLOOR FRAMING PLANS FLOOR FRAM'NG NOTES ANCHORS, STRAPS UPPER FLOOR PLAN UPPER WALL FRAMING PLAN HEADERS, BEAMS DIMENSIONS ANCHORS, STRAPS, SHEAF WALLS ELECTRICAL BUILDING SECTION A -A BUILDING SECTION 8 -8 BUILDING SECTION C -C BUILDING HEIGHT DETERMINATION EXTERIOR ELEVATIONS ROOF FRAMING PLAN ROOF FRAMING NOTES ATTIC VENTILATION CALCULATIONS IENGINEERINC GENERAL NOTES PLUMBING SEWER NOTES VENTILATION NOTES INSULATION NOTES I INFILTRATION NOTES HEATING SYSTEM SIZING VENTILATION SYSTEM SIZING WSEC CHAP. 6 WSEC INFORMATION WINDOW SCHEDULE TABLE of CONTENTS THC _CON T GENERAL INFORMATION: THE INFORMATION CONTAINED WITHIN THESE DOCUMENTS HAS BE PRODUCED BY AND IS THE SOLE PROPERTY OF SH /DD. SH /DO IiAS PRODUCED THESE DOCUMENTS FOR THE SUBJEC- PROPERTY ONLY: REVIEWING AUTHORITIES CITY OF TUKWILA PROPERTY OWNER /CLIENT: MR. do MRS. ZORAN TENJER CODE INFORMATION /SPECIFICATIONS: TO THE BEST OF SH /OD's KNOWLEDGE THESE DOCUMENT 5 CON1A;N SUFFICIENT AND CORRECT INFORMATION TO CONTSTRUCT THE DESIGN CONTAINED HEREIN BY EXPERIENCED AND QUALIFIED INDIVIDUALS, KNOWLEDGEABLE IN THEIR RESPECTIVE TRADES. R IS THE RESPONSIBLITY OF THE CONTRACTOR(S) TO COMPLY 1nITH ALL APPLICABLE CODES, AND THE DESIGN CONDITIONS C:ON7AINED WITHIN THESE DOCUMENTS. PROCEEDING WITH WORK THAT IS IN CONFLICT OR VARIATION WITH DESIGN CONDITIONS WITHOUT APPROVAL. FROM SH /DD SHALL BE AT SOLELY THE L:ON1 RACTOR'S RISK IN ALL RESPECTS. CODE COMPLIANCE BY THIS DESIGN IS ACCOMPLISHED THROUGH BUILDING DESIGN, DIRECT REFERENCE TO UBC SECTIONS AND TABLES, AND GENERAL CALL -OUTS AND INSTRUCTIONS. REVIEWING AUTHORITIES MAY ENFORCE ADDITIONAL REQUIREMENTS DURING CONSTRUCTION. ALL APPUCABLE CODES. BOTH UBC AND LOCALLY ORIGINATED SHALL BE CONSIDERED PART OF THESE DOCUMENTS. COPIES OF BUILDING CODES MAY BE OBTAINED FROM THE REVIEWING AUTHORITIES. DRAWINGS: THE APPROVED PLANS MAY NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING OFFICIAL. AND SHALL BE KEPT ON THE JOB SITE AT ALL TIMES WHENEVER CONSTRUCTION IS IN PROGRESS. GENERAL NOTES STEPHEN ,,PIARLAN . ; DESIGN ,. p OCUMENTATION bog Bronson star NL Renton. W. SIDON (42S) 22• -4201 , a , , : TENDER BASE: CJSTOM JOB: 050702 DATE: 07 07 02 Tr,: document. and the informs t -.- , work. and design hereon hos been produced by and is the sole property of SH /DD, and may not be resold, reused. or reproduced. mechanically or otherwise. :n *holt or in port, other thon may be contractually stipulated <SN /D, 0 2002> Res Ten _.__. 4502 S. 139th St., Tukw;Io, Wo. Foundation WalIs/Footings Crawl Framing, Ventilation Anchors, Engineering Grads Drainage 8' -3" FOUNDATION VENTILATION: CRAWL SPACES ARE TO HAVE VENTILATION EQUALLING 1 /150TH OF THE AREA TO BE VENTED. CRAWL SPACES COVERED AY AN APPROVED VAPOR RETARDER IN AN AREA NOT SUBJECT TO EXCESSIVE MOISTURE DUE TO CUMATE OR GROUNDWATER MAY HAVE REQUIRED VENT AREA REDUCED 8Y 90% UPON APPROVAL OF THE BUILDING OFFICIAL (U.B.C. 2306.7). FREE AIR CALCULATIONS: RIM JOIST VENTS: 0.75 x VENT ROUGH OPENING IN SF FDN WALL VENTS: 0.75 x VENT ROUGH OPENING IN SF SOFFIT VENTS- SCREENED: 0.75 x VENT ROUGH OPENING IN Si CONTRACTOR SHALL VERIFY COMPUANCE WITH VENT CALCULATIONS df ENSURING EOUAL OR GREATER NET FREE AREA IF VENTS INSTALLED /CONSTRUCTED DIFFER THAN INDICATED ON DRAWINGS. VENTILATION CALC'S REFERENCE 23' -4' 4" CONC SLAB w/ 6 - 6/10-10 WWF SLOPE ON 3' TO OVERHEAD DOORS CONT'S CON(. FTC - - \ 30 "x 3O`x 10` CONC PAD 1 w,' 8" SO. PLINTH w/ CB66 POST ANCHOR #4 UAR 6 "oc EA WAY TYP OF 2 3 BLOCK -OUT - 1 I FOR STAIRS - TOP 1 OF SLAB AT 5' - 4' BELOW NEW SUB -FL MAX ALLOWED FOR - A RISERS 2' -9" BLOCK -OUT t• I FOR 30" DOOR SLOPE CRAWL GOWN TO 6 BELOW TOP OF GARAGE FON • DO NOT BACKFILL UNTIL CONCRETE HAS CURED. • FOOTINGS SHALL BEAR DIRECTLY ON FIRM UNYIELDING NATURAL SOIL OR APPROVED, INSPECTED, ENGINEERED FILL. • PROVIDE 6 MIL BLACK VAPOR BARRIER OVER ENTIRE CRAWL, JOINTS LAPPED 12" AND SECURED AGAINST DISPLACEMENT. AREA OF VENTED SPACE REQUIRED AREA OF VENT (NET FREE AREA AT 1/150) RIM JOLT VENTS- 1CRECItir FON WALL VENTS- PRE - •MFR'° SOFFIT VENTS - SCREENED OTHER: TOTAL VENT AREA PROVIDED 1051.43 SF SF . SF CRAWL VENTILATION REFERENCE GfRCF:R PER FDN PLAN POST PEA FDN PIANO WASHER 4 11 PAO AND ----= OAR PER FON PLAN L 64' - 6' STHD 14 RJ t. 4x8 4x8 L ?8 AREA OF EXISTING 1.3E x36,x - REMOVE 1-SHED SHED AND SLAB , -70P OF F; )N WALLS SAME SIMPSON *SE 4 S • POST SASE (ABE 44 AT 4w 4 POeT) NUT ANO 2* SP TYP PIER CRAWL. 6 MIL VB 4' 10 5/8` EXIST GIRDER ANO PIERS LXc ;E PT AS NOTED 5' -0' REBUILD EXIST PONY WALL AS 2x6 WALL w/ OBL STUDS - THIS WALL EXIST FDN WALL EXIST CRAWL 6 MIL VB EXIST FDN WALL !ANCHORAGE SHOWN IS FOR NON - ENGINEERED CONDITIONS SEE "FOUNDATION PLAN" FOR FOR SPECIAL CONDITIONS. 4 IN BEAM POST) FLOOR OVERHAN(. r PER SHEE1 TMF" 15F-AM SPLICE AT POST CENTERUNE r — /' BASE SUPPUEO / ABE4B PAO FTC PER FON PLAN GRADE QRAW L FIN 1 PAD FOOTING 6x13 CONC FTG *1 #4. B`oc LA W AY 5 "x 14" SCREENED CRAWL VENTS TYP OF 10 2 x 8x8 CONC G w/ #4, 8'oc EA NAY 5' -2 1/8` 4x8 EXIST FDN WA -L TO BE REMO' _C POST AND ANCHOR - PER DTL AT LEFT CRAWL FIN ORADE R"xr or 6, CQNC PUNTN 1 r _ __ L TYP A.B. lIE TO BAR c + )# 4 9AR HOOK TO PAD BAR - ADO PAD BAR AS REQ'D - DO NOT REPOSITION TYP BARS PAO ANO S ON PLAN TYP CORNER BARS MATCH EXTERIOR HORIZ. REINF. SEE OPTION BELOW = = AD DITIONA VERT. BAR CROSS WALL v--- FON WALL PER PLAN --11 LEC LENGTH FOR BAR CORNER BARS TO MATCH CROSS WA. L HORI2 REINF (ALT. HOOKS) r TION AT OUTSIDE CORNER - BEND RIZONTAL BAR TO HAVE 24 LEG Ill! Z W 1 ADDITIONAL VERT. BAR FOUNDATION WALL CORNER /INTERSECT` TYP ANCHOR BOLT w/ CUT WASHER x6 MUDSILL %R PLAN (2) k4 DEFORMED BAR, LONT'S #4 DEFORMED BAR HORIZONTAL.. 10 "oc #4 DEFORMED BAR FULL HEIGHT •./ 10" LEGS. LEC DIRF ^TION ALTERNAI NC, 16'oc • (3) #4 DEFORMED BARS, CONT'S Nis 24' (NTS) 2' YIN) It I 8' NTS EXT'R - FINISH GRADE TYP FDN WALL T.O. SLAB IS 6" BELOW T.O. FDN /#4 4" CONC --J GARAGE SLAB w/ 6- 6/1C -10 WWF 1/#4 BAR, CONT'S TYP CON1'S FOOTING 8A /, CON-'S FOUNDATION WALL - ---- IP, OPTION -TOP OF WALL TO BE 8" BELOW 1OP OF SLAB. LASE THIS OPTION IF BOTTOM OF FOOTING IS 24 DOWN OR MORE 0 GAR SLAB EDGE 1 " 1 FOOTING --' REINFORCING a 32" T32` ADD BARS TO MATCH FOOTING REINFORCING LINE OF EXCAVATION 0 NOTES: FOOTING REINFORCING #4 3AR TIJL3 STL BOTTOM BAR IF REO'0 �-- TIM FOOTING OARS TOP OF FON WALL BEYOND ADO (2) 05 IN *ALL SLOPE SLAB DOWN 1" Al DOORS #4 BAR, 24 "oc 24" LEG IN TO SLAB 4" CONC DRIVEWAY SLAB • 0 - DENOTES FON WALL FOOTING THICKNESS 1. PROVIDE #4 x 18' STUB BAR FOR EACH HORIZONTAL BAR REQUIRED IN NEW FOUNDATION WA;,.L, MINIMUM 2 BARS, 1 AT TOP, 1 AT BOTTOM AS SHOWN BELOW. 2. DRILL 1/2'0 HOLES 6' IN TO EXISTING FDN WALL AT APPROX. 30' FOR EACH NEW STUB BAR. TYP TOP OAR- ` NEW FON WALL CONC. WALL ABOVE DIAL . E -- • • EXIST FDN WALL FDN CONNECTION z 2 FOUNDATION STEP 3/4"-= 1 —0" 3. HAMMER STUB BAR IN TO HOLES AND BEND HORIZONTAL. TIE TO HORIZONTAL BARS IN NEW WALL. - EXIST BAR CONDIT1ONS MAY VARY J BOTTOM OF SLAB 5 WITHIN 12' OF TOP OF F OOTING. POUR SLAB DIRECTLY OdER FOOTING. OTHERWISE BACKFILL AGAINST PLINTH BEFORE POURING SLAB COMPACT ALL 9ACKFLL.L UNDER SLAB SIMPSON COLUMN BASE C866 */ IN ECRAL BEARING PLATE AND (i) 5 /E1' • ►,1A 8`xd' CONC PLINTH *, roP EDGE CHAM- FERED 45' TO POST PROVIDE (1) #4. VERT BAR iN PLINTH o � GARAGE POST FTG 2X4 TOP PLATE HEADER ---- -e PER PLAN NAIL SHEATHING TO HEADER AT 3 "oc B.W. ADDITIONAL FRAMING AS REO'D FOR DOOR ROUGH OPENING (2) 2X sruos NAIL SHEATHING TO EACH STUD lid NAILS AT roc ALL PLATES, HEADERS. BLKG. AND STUDS (BLKG AT ALL. PANEL :0IN 6; APA RATED SHEATHING HOLDOWN STRAPS-ATTACH ro FOUNDATION WALL FOPN WORK PRIOR TO POURINC EMBEDMENT 2 PlArES AT SHEAR PANE. TYPICAL MUDSILL FOUNDATION WALL THICKENED SLAB EDGE CONTINUOUS FIG POST PER PLAN SEE FDN PLAN ABOVE IF SHEATHING ALSO RECUIRED ON INSIDE SURFACE INSTALL ALL SHEATHING TO PANEL FRAMING PRIOR TO ATTACHING/FRAMING ANY 0 WALLS RECENED CITY OF TUKVVIL r CONC SLAB 0- SEE r ON PLAN GAR END WA FLOOR JOISTS 4444 30* RESAR LENGTH (MIN) 1/2" MIPS FROM MN CORNER or PER FON PLAN STHD1 4RJ NO SCALE • 0 DBL STUD NAILED PORTION 104 COMMONS or 16d SINKERS FLOOR SILL CLEAR SPAN FOUNDATION 84U. (TREATED) ONE I4 BAR IN SHEAR CONE LENGTH 12' MIN THE FOLLOWING APPLIES TYPICALLY TO THE CONSTRUCTION Or TH8 FOUNDATION UNLESS °THEW... NOTED ON THE PUIAS AND/OR SPECIFIED BY LICENSED ENGINEER(S) CONCRETE: 2500 PSI IN VI 4 5.4 30 0 0 K „I PA. X 44 25 DAYS GROUT: NON-SHRINK TYPE RE-BAR: #4 GRADE 4C DEFORMED ANCHOR BOLTS/HOLDOWNS: 7 EMBEDMENT MIN., 12' FROM CORNERS MIN., 2" FROM FACE OF FOUNDATION hAL.L. PROVIDE rx2"x3/16" WASHERS, TYP. MUDSILLS: SIZE PER PLAN - TREATED PIERPOSTS: SIZE PER PLAN - TREATED OR SEPARATED FROM CONCRETE w/ 26g GALv MTL GIRDERS. SIZE PER PLAN - TREAIE0 IF LESS THAN 12" FROM CRAWL FINISH GRADE SOILS/FILLS: CONCEALED SOIL FILLS. COMPACT TO PREVENT SET EXPOSED SOIL FILLS: COMPACT TO PREVENT SETTLING/EROSION. BEARING SOIL: MINIMUM BEARING CAPACITY OF 2000 PSF MIN. GRAVEL u/ SLAB: WASHED, CLEAN. COMPACTED TYP FOUND'N NOTES _ REFERENCE REFERENCE RE--BAR (NOT SHOWN ON PLANS) PIER POST GIRDER PERIMETER OF FOOTING INDICATES SIZE OF FOOTING ▪ w/ 2-#4 BAR EA WAY 30 • 30"it30"x10" FTC A roc AT 8"oc DOWNSPOUT (DS) 'TYPICAL ANCHOR BOLTS 2' R F11010 INSUL UNDER SLAB (IF APLICABLE) INDIZATES POSTS ABOVE STUB STEEL/SPECIAL ANCHOR FOUNDATION WALL THICKNESS FOOTING WIDTI-■ SILL PLATE (LOC'N VARIES) FOUNDATION WALL FOOTING T.O.Fdri 0.00 CHANGE IN WALL HEIGHT WALL "BLOCK-OUT" OR BEAM POCKET PERIMETER CRAWL VENTS (LOCATED IN FON WALL) PERIMETER CRAW, VENTS (LOCATED IN RIM uST) NOTES: ADDITIONAL FEATURES/CONDITIONS AND/OR VARIATIONS DESCRIBED ON PLANS NOT ALL FEATuRES/CONDMONS SHOWN ABOVE MAY APPLY TO THIS PROJECT FOUNDATION KEY • INSTALL 5/8' TYPE "X" GWB PER "r1 RE SAFETY NOTES - (REQUIRED) _ 30'- 0' (REQUIRED) MAIN FLOOR - 7308.75 S.F. ELECTRIC HEAT -MAIN FL NEW 603 SF x 21/3.413 an 3533.55 3750 WATTS PROVIDED (APPLICANT /CONTRACTOR MAY USE OTHER HEATER TYPES) ENERGY CODE -- EXISTING HOUSE FLOOR - 705.5 SF UA - 0 ROOF - 705.5 SF UA= 64.12 WINDOWS - 103.2 SF UA= 46.42 SEE SHEET 'R1' FOR ENERGY CODE INFO ON NEW ADDITION WATER HTR. SEE NOTES THIS PAGE 1 -HR STAIRS 2x TREADS w/ 2x RISERS 24 HR. TIMER FOR WHOLE HOUSE FAN FREEZER OUTLER (OPT'L) 1 CONC WALK HOSE o 0 IBB 3 xo (EXIST) .4. RELOCATED DRYER VTO WASHE 114 Nf' 0' -8' 500 W WHOLE HS FAN - VTO HOSE ERB • SEE SHEET 'MW' FOR DIMENSIONS /FRAMING /STRUCTURAL /ENGINEERING INFO • AREA DETERMINED BY PERIMETER OF HEATED AREAS. • EXISTING WALLS TO REMAIN • EXISTING WALLS TO BE REMOVED • NEW WALLS (2x4/2x6) ExISTING WALL REMOVED 5 ° BI - FOLD HANG APART PTY CPT SHELVES EXIST WH RELOCATED CHANGE EXIST CLOSET IN TO STORAGE CLOSET AND PANTRY DINING CPT (EXISTING BEDRM TO BE CONVERTED TO DINING ROOM) 4 XO (EXIST) TO REMAIN AS -IS ENERGY CODE -- IMPROVED HOUSE FLOOR - 705.5 SF UA= 37.13 ROOF - 705.5 SF UA- 23.51 WINDOWS - 126.2 SF UA- 50.48 1514.2 SF UA =1 10.54 AVG 'U' or 0.073 1537.2 SF UAL 83.55 AVG 'U' in 0.054 FLOOR HAS NO INSULATION FLOOR w NEW R-19 INSUL ROOF HAS APPROX R-11 ROOF w/ NEW R -30 INSUL EXISTING WINDOWS ARE VINYL w/ LOW - NEW WINDOWS ARE VINYL w/ LOW -E (0.4 'U) SOLATUBE REMOVE DR A .= AND JAMBS 5' -8' OBSCURE GL 4 0 X0 (NEW) TUB /SHWR 8 B A TH -2 VN FAN TO POR RM) HALL CPT KIT -DIN UN <To REMAIN AS -IS) 5 SGD (EXIST) TO REMAIN AS -IS 34' -6' (EXIST- VERIFY) ELECTRICAL NOTES - ALL PRODUCTS AND WORK TO COMPLY WITH THE 1997 UNIFORM ELECTRICAL CODE. - LIGHT FIXTURE TYPES AND LOCATIONS ARE SUGGESTED OWNER MAY SPECIFY DIFFERING FIXTURES AND SWITCH LOCATIONS. - PROVIDE THERMOSTAT 51" ABOVE FLOOR PER HVAC CONTRACTOR - COORDINATE DOORBELL AND CHIME L(JCATION w/ OWNER - COORDINATE SPECIALTY ITEMS SUCH AS SOUND SYSTEMS„ COMPUTER NETWORKING UNES, INTERCOMS, SECURITY, ETC.. WITH OWNER. • DO NOT DRILL THROUGH STRUCTURAL POSTS, HEADERS, OR BEAMS WITHOUT PRIOR APPROVAL FROM STRUCTURAL ENGINEER. - ALL RECESSED FIXTURES TO BE SEALED AND HAVE INSULATION CONTACT RATING. - 110v OUTLETS TO BE SPACED 12' -0" APART MAX AS MEASURED ALONG WALLS. - CFI OUTLETS IN KITCHEN SHALL BE SPACED 48" APART MAX AS MEASURED ALONG WALLS. - ALL EXTERIOR OUTLETS TO BE GFI w/ WP COVERS and GASKETS. ow 2 -8' `1- FILL IN EXIST 2 GL BLK WINDOW 3 ° 3 ° XO (EXIST) TO BE REMOVED FRAME -IN WALL RELOCATE TO ' LDY R -21 FBGL IN ALL 2xe WALLS O (EXREMOVED IST) TUBA w/ CLOSET DCIST TE ENTRY TILE 2 EXISTING WALL W REMOvED CHANGE EXIST BEDROOM IN TO NEW ENTRY LIVING CPT REMOVE EXIST ENTRY AND INCLUDE SPACE IN LING ROOM EXISTING EMMCNED WALL PORCH L 3 0 4 0 SN (EXIST) TO BE REMOVED FRAME -IN WALL RELOCATE TO STAIRS 3 INSUL MTL DR (EXIST) RELOCATED TO NEW ENTRY EXISTING CONSTRUCTION MAIN LEVEL (Total) UPPER LEVEL TOTAL S.F. (New) (STNRWAYS ARE INCLUDED IN EACH LEVEL_ AREAS N -TO - BELOW" ARE NOT COUNTED) GARAGE DECK AREA SUMMARY REFERENCE -705.49 SF 1308.75 SF 430.5 SF 1739.25 SF 587.61 SF 0.00 SF r•. FURNACES/WATER HEATERS: SEE ALSO 'HEATING AND VENTILATION SYSTEM SIZING', FURNACE NOTES' AND 'INSULATION', SHEET R 1 WATER HEATER SHILL. COMPLY WITH 1 087 IWIECA STANDARDS. SECURE WATER HEATER TO WALLS WITH GALV. METAL STRAPPING UNLESS RIGID PIPING IS USED 10 CONNECT WATER HEATER TO SUPPLY LINES. WATER HEATER REUEF VALVE MUST DRAIN TO OUTSIDE. SET WATER HEATER ON R- 10 RIGID INSUL PAD IN UNHEATED SPACES. PILOT LIGHTS AND IGNITORS TO BE 18' MIN. ABOVE GARAGE SLAB. GAS APPLIANCE REQUIREMENTS ALSO APPLY. PLUMBING /SEWER: SEE 'PI.UMBING /SEWER'. SHEET R1. SMOKE DETECTORS: SMOKE DETECTORS SHALL CONFORM TO UBC STANDARD 43-8. SMOKE DETECTORS SHALL BE 11Ov, INTERCONNECTED. BACKED -UP BY BATTERIES, AND CAPABLE OF BEING SHUT OFF BY MEANS OF A DISCONNECTING SWITCH. SMOKE DETECTORS SHALL BE INSTALLED ON WALLS OR CEIUNGS AT POINTS CENTRALLY LOCATED IN A CORRIDOR OR AREA LIVING ACCESS TO SLEEPING. SMOKE DETECTORS LOCATED IN BEDROOMS SHALL. BE CAPABLE OF BEING HEARD IN ALL BEDROOMS, AND SHALL BE INSTALLED ON THE WALL. ABOVE THE DOOR 4' OOP" FROM THE CEILING. A SMOKE DETECTOR I5 REQUIRED AT THE TOP OF ALL. STAIR- CASES. ON EACH LEVEL OF THE HOUSE. AND IN EACH BEDROOM. ALL SMOKE DETECTORS SHALL EMIT A SIGNAL INDICATING THAT THEIR BATTERIES ARE LOW. FANS/VENTILAT.ON: SEE NOTES. SHEET R 1 TOC FANS OONFLICT WHERE THER l TI�ES/�FRAM INNGG. SO As NO? ALL FANS, WHETHER FOR ROOMS OR APPLIANCES. SHILL VENT DIRECTLY TO THE OUTSIDE VIA RIGID METAL DUCTS. INSULATION: SEE NOTES, SHEET RI. LOCATE IN ALL EXTERIOR 'WARM WA IS'. ALL CEILING SPACES ADJACENT TO ATTICS, SLOPING CEIUNOS ADJACENT TO THE EXTERIOR. FLOOR ASSEIA6UES OVER UNHEATED SPACES. AND WHERE SHOWN IN DRAWINGS. INSULATION USED FOR SOUND CONTROL IS INDICATED ON PLANS. VAPOR BARRIERS /INFILTRATION: SEE ALSO 'INFILTRATION ". SHEET R1. A 4 MIL VAPOR BARRIER MUST BE INSTALLED BEHIND ALL GYPSUM WALL BOARD SURFACES AND AGAINST THE FACE OF FRAMING MEMBERS AT ALL EXTERIOR WAIL AND CEILING SURFACES. GLAZING/WINDOWS: SEE ALSO SHEETS *R1" AND 'Cr. TEMPERED /SAFETY GLASS REQUIRED WHERE SHOWN ON PLAN. TUBS/ SHOWERS: MAX. 3 GALLONS PER MINUTE FLOW RATE FOR SHOWERS. WATER SAVING TOILETS REQUIRED. A WATERPROOF SURROUND AT SHOWERS MUST EXTEND MIN 70' ABOVE DRAIN INLET. FIREPLACES /WOOD STOVES: SEE ALSO 'INFILTRATION ". SHEET R1. ALL SOUD -FUEL BURNING APPLIANCES SUCH AS AIR -TIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS. FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS, SHALL.. JNLESS OTHERWISE ADOPTED BY KING COUNTY. COMPLY WITH UMC SECTION 504. OCCUPANCY SEPARATION /FIRE SAFETY: AN OCCUPANCY SEPARATION SHALL BE PROVIDED BETWEEN THE RESIDENCE AND THE GARAGE WRH MATERIALS APPROVED FOR 1 HOUR FIRE- RESISTANT CONSTRUCTION ON THE GARAGE SIDE. SEE UBC SECTION 503(D). ALL DOORS OCCURING WITHIN 1 HOUR OCCUPANCY SEPARATION WALLS SHALL BE TIGHT FTTT1NG, HAVE A 20 -MIN RATING, AND BE EQUIPPED WITH WITH SELF - CLOSING DEVICES. GARAGES AND CARPORTS WITH USES ABOVE SHALL HAVE ONE HOUR PROTECTION FOR BOTH CEILING AND STRUCTURAL MEMBERS. SEE UBC SECTION 503(B). IN GARAGES, ( 1 ) LAYER OF 5/6' TYPE 'X" GWB SHALL BE INSTALLED OVER POSTS, BEAMS. WALLS COMMON TO LMNG SPACES. AND CEIUNGS UNDER LING SPACES. AND, SHALL EXTEND FROM TOP OF FDN WALLS TO THE UNDERSIDE OF ROOF SHEATHING. WHERE FRAMING IS 24'oc (2) LAYERS OF 5 /8' TYPE 'X' GWB SHALL. BE INSTALLED. 5 /8' TYPE "X' GWB SHALL BE INSTALLED ON WALLS AND UD OF ACCESSIBLE AREAS UNDER STAIRS. MAIN FL NOTES REFERENCE STEPHEN �ESSON _ DOCUSIEWSOZION orro War Mt dam_ wa 1011111$ 111111 -- FILE: TENJER BASE: CUSTOM JOB: 050702 DATE: 07 14 02 +=fie This document, and the informot ;on, work, and design hereor has been produced by and is the sole property of SHDD. and may not be resold. reused. or reproduced. mechonicaNy 01 otherwise. in whole or in part, other than may be controctuo$ly stipuloted. Tenjer Residence PERMIT CENTE w 4502 S. 139th St., Tukwila, Wa. Main Floor Plan Cabinetry, Fixtures Finishes, electrical, HVAC Doors, Windows, Features Shoe FILE: TENJER BASE: CUSTOM JOB: 050702 DATE: 07/14/02 This document, and the information, work, and den hereon Ras been produced by and is the sole property of SH/DD, and may not be resold. reused, or reproduced. rnechonicoly or otherwise. in whole or in port, other than may be contractually stipulated. Tenjer Residence 4502 S. 139th St., Tukwila, Wa. Main Wall Framing Posts, Beams, Headers Anchors, Engineering HVAC, Plumbin g TOP OF GARAGE PLATE 11' -4 1/2 11' -11 1/2" TOP OF PLATE FLUS Ri 4/2x4 or 4x6 24' -0' REQUIRED e' -3 3' -6 e' -3' 30 -O REQUIRED w/ EXIST KITCHEN 1' -6 1/2" 3' -4 1/2" w/ EXIST KRC 1' -1 3/4 1' -6 1/4" 4x8 x62 FLUSH ET n 4x6 15 -1 1/2' 4x4 POST TREATED MAIN WALL. FRAMING 1 /4"= 1 1 -0" • SEE SHEET 'MP' FOR DOOR AND WINDOW SIZES, VERIFY R.O.'s. • PRODUCT LOCATIONS, ETC...VERIFY R.O.'s. • ALL STRAPS SHALL ATTACH TO DBL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. • ALL EXTERIOR WALLS 2x6, 16 "oc /INTERIOR WALLS 2x4, 16 "oc, U.N.O. 84' -6• 0 FRAMING 0 POST 1 " = 1 ' 0" K 4 P STUDS EA SIDE '-' POST PER PLAN of 1 "= 1 ' 0" z JOISTS, 16 (4) 3/4 MB w/ WASHER w\ � AND NUT SUB -FLOOR O 0 Bt'AM PER PLAN exe POST SIMPSON COLUMN CAP CC66 (2) 3/4' Me r' A res NUT ER 0 GARAGE COLUMN o ALL EXTERIOR SHEAR WALLS SHALL BE NAILED w/ Od • 4 AT PERIM AND , e • oc THRU THE FIELD ALL OTHER EXTERIOR WALLS SHALL BE NMLED w/ SD • 6 AT PERIM AND 12'oc THRU THE FILED FLOOR S 16d AT 6 IN TO RIM JST Bd IN TO ----#► SI LL PLATE ! d IN TO -- -► RIM JST RIM JST 8d IN TO - TOP PLATE 7 /i16'oe O 1- 1/2 "= 1'--0" 2x STUDS, 16 2x SILL PLATE 3/4 T&G PLY SUB -FLOOR ID — FLOOR JSTS 16'oc 2x4 BLJ(G w/ 10d AT 6'oc FOR 01MB EDGE TYP DBL TOP PLATE Lox STUDS, 16 JOISTS PERPENDICUI qR TO WALL • STS oc 1 2x4 BU(G FOR OV B EDGE f 2x BLXG 1 -1 /2"= 1 1 -0" DROPPED BEAM 3/4• T&t0 PLY SUB -FL --- -- -a- 1/8 -2 GLU- LAM BEAM 1// 0 FLOOR BEAM 2x4 BUM FOR GWB EDGE E t 1/2 " =1' --0" ISM PLANS SHEAR PANEL 1/2" PLY SWIG. (SBFUAISSLHL UNES FROM TOP OF FDN UPWARDS A MIN OF 4' -O'& LATERALLY PAST THE 2nd HPANO22 STRAP - ATTACH TO FRAMING w‘ Od NAILS • 3 oc TYP 2x6 STUDS DBL STUDS OR 4x4 POSTS STRAPS PER PLAN FLOOR PLATE SUB-FL RIM JOIST TYPICAL MUDS LL it '' DBL PLATE W REO'D ON PLANS FOUNDATION WALL FOOTING �.--- END OF PLATES 4' -0 (MIN.) (25) 16d 'TYP DBL TOP PLATE STUDS -a-- 16 SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS AND SHEAR WALLS, AND AT ALL FLOOR LEVELS AND AT ROOF. TYP PLATE SPLICE 16d LOO Js 164 AT 6'oc IN TO RIM JST 8d IN TO - -10. SILL PLATE pd IN TO •--41. RIM JST OBL RIM JST BdINTO - TOP PLATE 9 i( 0S8 BLKG 41 FLOOR PERIMETER /SHEAR WALL 2x STUDS, 16'oc 2x SILL PLATE FLOOR DIAPHRAGM MAY NOT OCCUR AT 'SIMILAR' SITUATIONS SEE 'FLOOR FRAMING PUNS' FOR ADDITIONAL DIAPHRAGM REQUIREMENTS (4) 16d 3/4' T&G PLY IN TO SUB -FLOOR BLXG DIAPHRAGM 2x3 SUCG FOR GWB EDGE TYP O8L TOP PLATE Ix STUDS, 16'oc JOISTS PARALLEL TO WALL Iwo mn.I. 1 GENERAL: THE FOLLOWING APPiJES TYPICALLY TO THE CONSTRUCTION OF THIS WALL FRAMING UNLESS OTHERWISE NOTEDON THE PLAN, OR SPECIFIED BY UCENSE:D ENGINEER(S). WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED- FRAMING: STUDS: 2x HEM - FIR /2 or BTR. 1 e'oc. POSTS: OF/2 or BTR -- SEE PLANS SOUD BEAMS: DF#2 or BTR - SEE PLANS GL..0 -LAM BEAMS: DOUG -FIR COMBINATION, 24f -V4 - SEE PLANS SHEATHING: 1/2" THICK APA RATED PLYWOOD, EXPOSURE OR 7/16" Os8, EXPOSURE 1. BLOCK UNSUPPORTED EDGES. SHEAR /MI LS: SEE PLAN ANCHORAGE: SIMPSON SPEC I D - SEE PLAN AND DETAILS. NMUNG: PER UBC TABLE 23- 11 -B -1. TYP FRAMING NOTES REFERENCE r L___ REFERENCE VERTICAL STRAP TIES TO WALL. F1IAMING ONLY HORIZONTAL STRAP TIES INDICATES IN WALL" HOLD DOWN INDICATES FRAMING CUP "TOOTHED` UNE INDICATES SHEAR WALL TRIANGLE NUMBER INDICATES SHEAR WALL TYPE PER ENG'R SHADING INDICATES NEW CONSTRUCTION HEAT RISER (N WALL) BEAM /GIRDER TRUSS SOU D POST WALL STEP /LEVEL CHANGE IN FLOOR TRIMMERS - 2 MIN AT OPEN I CS 4' -O" WIDER OR GREATER, EA END HEADER (SOUD /BUILT -UP) 1 , INSULATION FOR SOUND INSULATION FOR HEAT LOSS SHOWN IN SECTIONS /DETAILS PLUMBING/WASTE UNE DROPS NON- STRUCTURAL HDR WALL FRAMING ABOVE OVERHEAD FEATURE /SOFFIT SOUD RAIL/SHORT WALL 1. RECEIVED NOTES: ADDITIONAL FEATURES /GONDMONS AND V • DESCRIBED ON PLANS NOT ALL FEATURES /CONDITIONS SHONftlW MAY APFLY TO THIS PROJECT PERMIT CEN WALL FRAM'G KEY rACE OF BLKG ACE OF BLKG DAL JST f c - - f i i FILE: TENJER DBL JST DBL JST I ` if \ DATE: 07/14/02 DBL JST DBL JST 1 II 4502 S. 139th St., Tukwila, Wa, DBL JST DBL JST I I DBL JST 1I DBL JST 5-1 " Ts22 LVL (1.9E) ' 1 I DBL JST 1 0/ BEAM 2x4 BLKG STEPHEN H* FILE: TENJER BASE: CUSTOM JOB: 050702 DATE: 07/14/02 This document, and the information, work, and design hereon hoe been produced by and is the sole property of SH /DO. and may not be resold, reused. or reproduced, mechonicoNy or otherwise. in who or in port, other than may be contractuaNy stipulated. Tenjer Residence 4502 S. 139th St., Tukwila, Wa, Main/Upper Floor Framing Posts, Beams, Headers Anchors, Engineering HVAC Plumbing UPPER FLOOR FRAMING FACE OF DBL JST - RIM JST IS FACE OF FIRST RISER 2x4 BL.KG FLAT • SOLID BLOCKING REQ'D o/ BEAMS, HDRS, BEARING WALLS, UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. • SEE "MAIN WALL PLAN" FOR FRAMING BELOW JOISTS. • ENTIRE FLOOR AREA TO BE SHEATHED w/ 3/4" T &G PLY. - FLOOR DIAPHRAGM 1Od, roc AT , .PERIM AND FIELD MAIN FLOOR FRAMING • SOLID BLOCKING REQ'D 0/ BEAMS, HDRS, BEARING WALLS, UNDER PT LDS FROM ABOVE, AND WHERE SHOWN. • SEE "FOUNDATION PLAN" FOR FRAMING BELOW JOISTS. • ALL FLOOR JOISTS TO BE 2x6 HF #2 or BTR, 16 "oc, UNO CLO BE ONE NEW 2x4 RIM JST WS26 HANGER NEW FLOOR 3/4" T&G PLY Rx6 JSTS, 16"oc CRAWL NEW 2x4 BRACES i i AND Or EXIST 2x4 WALL DINING EXIST FLOOR NEW 2x4 SLAG EXIST 2x6 JSTS, 24 "oc FLOOR FRAMING in.,'-o" EXIST 4x4 NEW LEDGER 6 EXISTMIG POSTS EXIST PIER SLK F TG OPPROVED AUG i y 2402 butt) ■ LIVING 1/2" GW9 2x4 RIM JST ON G SLAM RADE 1 1_1/2., =,_ON SLOPE CRAWL PER FDN PLAN ENTRY NON- BEARING WALL BEYOND 3/4" T&G PLY 0/ 2x4 JSTS, 16 "oc 2x4 MUDSILL TREATED w/ SPACER FLOOR FRAMING JUL arThingitivoe 15 310/ reOTcensN GENERAL: ENGINEERED CONDITIONS TAKE PRECEDENCE OVER NOTES •ELOW. THE FOLLOWING APPUES TYPICALLY TO THE OONSTRUCTION Of THIS FLOOR FRAMING UNLESS OTHERWISE NOTED ON THE PLANS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED. FRAMING: JOISTS: 2x 1 0 HEM -F1R#2 or B. 16"oc. SOU() BEAMS: DF /2 or BTR - SEE PLANS GLU -LAM BEAMS: DOUG -FIR COMBINATION. 241 -V4 - SEE PLANS SUB - FLOOR: SUB -FLOOR SHALL BE 3/4" THICK APA RATED PLYWOOD. T&G, EXPOSURE 1; GWE, NMI. k BLOCK UNSUPPORTED EDGES. 'JNDERLAYMENT: SEE DETAILS FLOOR DUWHRAMS: SEE PLAN ANCHORAGE: SIMPSON SPEC') - SEE PLAN AND DETMLS. NAIUNG: PER UBC TABLE 23- II -B -1. TYP FRAMING NOTES REFERENCE BBL RIM JST (WHEN ARE PARALLEL) TRIPLE RIM JOISTS OR TEAMS HEADERS ARE WHERE REQUIRED HORIZONTAL STRAP TIES STRAP T1ES TO FRAMING ABOVE AND /OR BELOW INDCAIES "WORKING POINT" FOR JOIST LAYOUT "AREA DESIGNATION" DESCRIPTION ON PLAN 1...; FLOOR DIAPHRAGM. OROPPED FLOOR. etc... BLOCKING 1 FLOOR JOISTS WALLS ABOVE POST /PT LOAD ABOVE DBL JST FRAMING HANGERS OPENING AREA WALLS /FDN SILL BELOW BEAM (WITHIN FLOOR FRAMING) HEAT RISER (IN WALL) w/ DUCTWORK AND HEAT SUPPLY PLUMBING FIXTURE w/ WASTE UNE FAN RECESSED LIGHT FIXTURE NOTES: ADDITIONAL FEATURES CONOmoNS AND VARIATIONS DESCRIBED ON P NOT ALL FEATURES /CONDITIONS SHOWN ABOVE MAY APPLY TO THIS PROJECT FLOOR FRAM'G KEY REFERENCE • STEPHEN IHARLAN DESIGN DOCUMENTATION a ,. 509 &.v_ *err let &mon. we. el1O6$ (425) 221- 4201 Gam F:LE: TENDER BASE: CUSTOM JOB: 050702 \ DATE: 07/07/02 This document, and the .rsformoticr., •�r,c, ona design hereon has been produced by and is the sole propert, of SH /DD, and may not be resold, reused, or reproduced, mechanically or othere in «role or in part, other than r, oy be ControctuoNy stipuloted. SH/DC 0 2002 >-- Ten'er Residence 4502 S. 139th St., Tukwila, Wo. Upper Floor Plan Framing U pperWall Finishes, Electrical HVAC Doors, Windows, Features war AA OER1wi 9184. IIIINEO 24 "X3O' ATTIC - ACCESS-INSUL TO R -21 AND WEATHERSTRIP LINE OF CLC CHANGE 24'x30" ATTIC -- ACCESS -INSUL TO R -21 AND WEATHERSTRIP 0 - -LINE OF CLG CHANGE FAN 1/2" HD GM) ON CLC 1 /2" WR GWB IN BATH 1/2" GWB ELSEWHERE 1 000 W R -21 FBGL INSUL IN el l. EX''R 2x6 WALLS 24 "X30" ATTIC - s. ACCESS -INSUL TO R -21 AND WEATHERSTRIP HALL CPT 24'X30" ATTIC ACCESS -INSU, TO R - 21 AND WEATHERSTRIP UPPER FLOOR — 430.5 S.F. • ELECTRIC HEAT—UPPER FLOOR 430 SF x 21/3.413 = 2519.78 2500 WATTS PROVIDED (APPLICANT /CONTRACTOR MAY SELECT TYPE OF HEAT UNIT) -- WALLS AE_ LOW ON TO BOTTOM CW STRS �— WALLS ©ELCW 1/4 " =1' -0" • SEE SHEET 'UW' FOR DIMENSIONS /FRAMING /STRUCTURAL /ENGINEERING INFO • AREA DETERMINED BY PERIMETER OF HEATED ARrAS. UPPER WALL FRAMING • SEE SHEET 'D2' FOR ADDITIONAL NOTES AND DETAILS. . • SEE SHEET 'UP' FOR DOOR AND WINDOW SIZES, VERIFY R.O.'s. PRODUCT LOCATIONS, ETC...VERIFY R.O.'s. • ALL STRAPS SHALL ATACH TO DBL 2x FRAMING, 1 TRIMMER /1 STUD ACCEPTABLE. • ALL EXTERIOR WALLS 2x6, 1 6"oc/INTERIOR WALLS 2x4, 1 6"oc, U.N.O. • TOP OF WALL PLATES AND RETAINING WALL MUDSILLS TO BE FLUSH. CITY Of TUKMIU APPROVED Au6 1 2802 . AS NULLU RECENED CITY OF TuKwIt JUL 0 8 2002 PERMIT CEN i PLUMBING /SEWER: SEE 'PLUMBING /SEWER', SHEET R 1. SMOKE DETECTORS: SMOKE DETECTORS SHALL CONFORM TO UK STANDARD 43 -6. SMOKE DETECTORS SHALL BE 110v. INTERCONNECTED. PACKED -UP BY BATTERIES AND CAPABLE OF BEING SHUT OFF BY MEANS OF A DISCONNECTING SWITCH. SMOKE DETECTORS SHALL BE INSTALLED ON WALLS OR CEILINGS AT POINTS CENTRALLY LOCATED IN A CORRIDOR OR AREA GIVING ACCESS TO SLEEPING. SMOKE DETECTORS LOCATED IN BEDROOMS SHALL BE CAPABLE OF BEING HEARD IN AU. BEDROOMS, AND SHALL BE INSTALLED ON THE WALL ABOVE THE DOOR 4' DOWN FROM THE CEILING A SMOKE DETECTOR IS REWIRED AT THE TOP OF ALL STAIR- CASES. ON EACH LEVEL OF THE r10USE. AND IN EACH BEDROOM. SMOKE DETECTORS SHALL EMIT A SIGNAL INDICATING THAT 1HEIR BATTERIES ARE LOW. FANS/VENTILATION: SEE 'VENTILATION'. SHEET R 1 ANC "VENTILATION SYSTEM SIZING ", SHEET CS. LOCATE FANS WHERE SHOWN ON PLANS, AND SO AS NOT TO CONFUCT WITH OTHER UTILITIES /FRAMING. ALL FANS. WHETHER FOR ROOMS OR APPLIANCES, SHALL VENT DIRECTLY TO THE OWTSIDE VIA RIGID METAL DUCTS. INSULATION: EE 'INSULATION SHEET R I. AND 'DESIGN DATA" & ', 'ENERGY CODE'. SHEET CS. LOCATE IN ALL EXTERIOR "WARM WALLS'. ALL CEIUNG SPACES ADJACENT TO ATTICS. SLOPING CEILINGS ADJACENT TO THE EXTERIOR. FLOOR ASSEMBUES OVER UNHEATED SPACES, AND WHERE SHOWN IN DRAWINGS. INSULATION USED FOR SOUND CONTROL IS INDICATED ON PLANS. VAPOR BARRIERS /INFILTRATION: SEE ALSO 'INFILTRATION'. SHEET R1. , A 4 MIL VAPOR BARRIER MUST BE INSTALLED BEHIND ALL GYPSUM WALL BOARD SURFACES AND AGAINST THE FACE OF FRAMING MEMBERS AT ALL EXTERIOR WALL ANO CEILING SURFACES. 1 GLAZING/WINDOWS: SEE 'VENTILATION'. 'GLAZING". & "ACCESS /EGRESS' SHEET R 1. NVD 'DESIGN DATA t ' WINDOW SCHEDULE', SHEET CS. TEMPERED /SAFETY CLASS REQUIRED WHERE SHOWN ON PLAN. DOORS /ACCESS PANELS: SEE "ACCESS /EGRESS ". SHEET R1. PROVIDE (1) 18'x24' SHOWN ON PLAN. PROVIDE (1) 22 "00" ON PLAN. TUBS /SHOWERS: CRAWL SPACE ATTIC ACCESS MAX. 3 GALLONS PER MINUTE FLOW RATE FOR SHOWERS. WATER SAVING TOILETS REOUIRED. A WATERPROFF SURROUND AT 70' ABOVE DRAJN INLET. ACCESS /EGRESS: SEE "ACCESS /EGRESS'. SHEET REFERENCE SHOWERS ACCESS PANEL WHERE PANEL WHERE SHOWN MUST EXTEND R1. MIN FIREPLACES/WOOD STOVES: SEE 'MNN FL NOTES- FIREPLACES/WOOD STOVES OCCUPANCY SEPARATION /FIRE SAFETY: SEE "MAIN FL NOTES - OCCUPANCY SEPARATION /FIRE SAFETY. UPPER FL NOTES STEPHEN - ; MARLAN DESIGN DOCUMENTATION FILE: TENJER ', BASE: CUSTOM JOB: 050702 DATE: 07/07/02 a This document. dnd the information, work. and design hereon ftas betn produced Dy and is the sole property of SH /DO. and may not be resold, reused. or reproduced, mechanically or Otherwise. in whole or it part, other than rray be contractually Stipulated. Tenjer Residence 4502 S. 139th St., Tukwila, Wo. Roof Framing Posts, Beams, Headers Anchors, Engineering Drainage, Ventilation j•6 RAFTER ROOF SHEATHING TY VENT (30 2"0 / LES ii2x STUDS .K---.1•8 FASCIA SEE PLANS 2x FIRE BLKG 2x6 CONY'S NAILER ATTACH TO TRUSS STRUTS w/ (3) 16d AND EACH STUD w/ RAFTER EAVE 2/2x4 PLATE 2x6 RAFTERS 16 "oc 2716 DLO JOISTS 18"o0 • / 5 /1Ea MN CINCH ENDS \ �-- SIMPSON "H4" CLIP. 48 "oc w/ (4) 80 EA SIC'E FLANGE 2/16d TOENAIL CJ TO PLATE TYP DBL TOP PLATE 2x4 STUDS, 16 "oc WALL SHEATHING WALL SHEATHING 2 x4 STUDS, 16 "oc ROOF SHEATHING HANGER 2x6 RAFTER O RAFTER RIDGE 2•6 RAFTER ROOF SHEATHING SEE "SHEAR SCHED" TYP VENT BLKG w,' (.3) 2 "e HOLES 10 FASCIA SEE PLANS RAFTER EAVE 1 -1/2"= - 0" ROOF DIAPHRAGM NAIUNG PER ROOF SHEATHING ROOF SHEATHING 2 x4 JACK RFTRS. 24 "oc T (3) 16d - (2) 16d 2 x BLKG 2•6 RFC ER SEE PLANS • 2x4 STUDS. 2x4 TIES, 16 "oc 2x4 STUDS. 16 "oc BEARING WL LL 2x4 DIAG BRA ",INC AT 45'. EA ENC OF BEARING WALL 2/16d TO EA S1 c RAFTER RAKE If 2x$ RIDGE, CONT'S 2 x6 RAFTERS 16"oc 12 SIMPSON "H4" CUP, 4'c w/ (4) 8d EA SIDE FLANuE 4x12 -- WkAF' w/ 15# EIDLG FELT BE I ORE CEDAR TRIM ----- BC4 POST CAP 4x4 POST - WRAP w / 15# BDLG FELT BEFORE CEDAR TRIM EXTEND SHTG 1/2" - -+ BEYOND FASCIA SIMPSON "H4" CLIP. 48 "oc w/ (4) Bd EA SIDE 2x BLKG 1x8 FASCIA -1~ TYP UE3L PLATE SEE PLANS TOP WALL SHEATHING O RAFTER RIDGE — NEW FRAMING • 1 n = 1' 0" 2x6 RAFTERS 16 "oc Rx8 PLATE w/ 2/16d IN TO RFTR AND 16d AT 8 "oc IN TO 0U(G CUT BACK EXIST - -�� SHTG FOR VENT'N 4/10d TIE TO RFTR EXIST 2•4 RFTRS, 24'oc NF'.v 2•4 TIES, 24 "oc EXTEND NEW SM'G o/ EXIST RFTR 12', NAIL w 8d, 4'oc 2•4 BLKG. BEVEL CUT TO SLOPE EA SIDE OF EXIST RIDGE 6/16d THRU BLKG, 2 /8d TOENAIL TO EA RAFTR EXIST 214 RFTRS, 24'oc RAFTER RIDGE — NEW TO EXISTING NEW 2x4 RFTRS, 24'oc BRACE TO ROOF BELOW LINE OF EXIST RIDGE UNE OF EXIST VALLEY 1 4 "x 18" VENT EXIST ROOF' - a— OVERHANG CUT BACK FLUSH */ WALL 201 DIAG BRACING i I AT 45', EA END OF FARING WALL R/ 16d r0 EA STUD 21(4 RFTRS, 24" c 216 roP 2•4 RFTRS, 24 "oc 2x6 HIP ROOF FRAMING — x S.F. 1/4 • SEE SHEET 'MW' & 'UP' FOR BEAM /HDR /POST SIZES. • OVERHANG DIMENSIONS INCLUDE FASCIA /RAKE BOARDS, CUT TRUSS /RFTR TAILS ACCORDINGLY. • 8/12 ROOF OVERHANG IS 10 ", 5/12 OVERHANG IS 16" • ROOF AREA BASED ON PERIMETER OF ENCLOSED SPACES • 21.4 STUDS. 16'oc BLARING CUT BACK EXIST SHTG FOR VENT'N EXIST 21(4 Rr'TRS AND Aura MR PER PLAN ExiST 2114 WAL.L RE - IUS.Y REPAIRED AS REQUIRED 0 FRAMING CONNECVN 4 "x VENT 14"x18" VENT NEW DORMER ROOF 2x6 RFTRS. 24 "oc 2x6 CJ'e /TIES, 24 "oc 12 "x 18" 3/4" COX PLY -- GUSSET PLATE GLUED AN1■ NAILED AS SHOWN «/ 8a GALV COMMON - I EA SIDE OF F HAWN.; 2xs " CILG JST NEW DORMt R ROOF 2x6 RFTRS. 24 "oc 2x6 CA's /TIES. 24 "oc 2x4 RFTRS 74 "oc 2x6 HIP 2x6 RFTRS AT • LOWER ROOF 2x6 RAFTERS 1 roc 2x4 BRACE 16"oc w/ 4/100 TO 2 x 6 CLC JST FRAMING CONNECT'N TRUSS OPTION: USE MONO TRUSSES AT 24 "oc IN LIEU OF 2x6 RFTRS, THIS AREA NEW MAIN FLOOR ROOF 2•8 RFTRS. 16'oc 2•6 CJ's /TIES. 16 2x4 STRUTS /BRACES (SEE SECTION C--C AND DETAILS) EXISTING 14 "x18" VENT VENTILATION: REFERENCE �� EXISTING ROOF TO REMAIN AS -IS NEW ROOF 2x6 RFTRS, 24'oc ATTIC SPACES ARE TO HAVE EAVE VENTS EQUALING 1/150TH OF THE AREA TO BE VENTED UNLESS A MINIMUM OF 1/2 OF THE REQUIRED VENTING AREA IS LOCATED A MINIMUM OF 36" ABOVE THE EAVE PLATE, IN WHICH CASE THE \'ENTING AREA MAY BE REDUCED TO 1/300TH OF THE AREA TO BE VENTED. FREE AIR CALCULATIONS: GABLE END VENTS: 0.75 x VENT ROUGH OPENING ROOF SURFACE VENTS: 0.33 SF PER 8 "0 UNIT OPENING ROOF RIDGE VENTS. 12 SI / LF = 0.083 SF / LF EAVE BLOCKING VENTS: 3 -2 "d HOLES = .05 SF / VENT CONTRACTOR SHALL VERIFY COMPLIANCE WITH VENT CALCULATIONS BY ENSURING EQUAL OR GREATER NET FREE AREA IF VENTS INSTALLED /CONSTRUCTED DIFFER THAN INDICATED ON DRAWINGS. VENTILATION CALC'S AREA OF VENTED SPACE REQUIRED AREA OF VENT (NET FREE AREA A' 1/300) CAVE 'GENTS - BLOCKINC /CONY'S GABL END/WALL VENTS ROOF SURFACE/RIDOE VENTS OTHER: . TOTAL VENT AREA PROVIDED Er 1899.56 SF , 6.33 SF 3.5 SF 5.25 SF 1.32 SF 0.00 SF_ 10.07 SF ATTIC VENTILATION REFERENCE t . 1 PORCH ROOF 2x4 RFTRS, 24 "oc 2x4 CJ's/TIES. 24 "oc 2•6 HIPS & RIDGE RECEIVED CITY OF TUKWFt 4 . JUL 08 PERMIT CENTER GENERAL: ENGINEERED CONDITIONS TAKE PRECEDENCE OVER NOTES BELOW THE FOLLOWING APPLIES TYPICALLY TO THE CONSTRUCTION OF THIS ROOF FRAMING UNLESS OTHERWISE NOTED ON THE PLANS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED. MATERIALS: 2• RAFTER /CEIUNG JOIST LUMBER TO BE HEM -FIR 02. TRUSSES SHALL 9E PRE- ENGINEERED. WOOD, BEARING THE MANUFACTURER'S STAMP, DESIGN LOAD, AND SPACING NON -LOAD BEARING BLOCKING CAN BE CONSTRUCTION GRADE. NAILING and FRAMING ANCHORAGE: NAILING SHALL COMPLY WITH UBC TABLE 23- 11 -8 -2. UNLESS OI rIERWISE SPECIFIED IN ENGINEERING CALCULATIONS. NAILS, ANCHORS. HANGERS, FLASHING AND OTHER SUCH METAL PRODUCTS SHALL ALL dE GALVANIZED. ANCHORS SHALL BE INSTALLED ACCORDING TO PRODUCT MANUFACTURER'S SPECIFICATIONS FOR MAXIMUM LOADING ANCHORAGE SHALL BE. MANUFACTURED BY "SIMPSON" AND STRAPS, ANCHORS, ETC...ARE SO LABELED ON THE PLANS. ROOF ASSEMBLY 3• -TAB COMPOSITION SHINGLES w 4-6d GALV ROOFING NAILS EACH 7/16' OSB SHEATHING w 15 FELT UNBLOCKED, STAGGER END J INTS FACE GRAIN PERPENOICULAR TO FRAMING BELOW NAIUNG: 8d. roc - DIAPHRAGM BOUNDARY. OVER EXTERIOR WALLS 8d. 6 "oc - SHEAR WALLS 8d. roc - ALL SUPPORTED EDGES ad. 12 "oc - FIELD CEILING SHEATHING GWB PER 1997 UBC TABLE 250 TRUSS /RAFTER SPACING: 16 "oc and 24'oc -.- SEE PLANS ROOF SLOPE: 8/12 and 5/12 - SEE PLANS TYP FRAMING REFERENCE HEADER t \ REFERENCE BEAM BELOW POST BELOW (SEE "WALL FRAMING") ROOF JACK (VENT) S f NOTES GUTTER DOWNSPOUT BEARING WALL (SHADED) OPENING SUCH AS SKYLIGHT, CHIMNEY ROOF PROFILE SUCH AS RIDGE, HIP, VALLEY WALLS. TOP -OF -PLATE CONDITIONS BELOW I _ FRAMING CONCEALED BY OTHER FRAMING ABOVE ROOF FRAM'G KEY STEPHEN HARLAN DESIGN DOCUMENTATION , vis. So, S enew+ Wei NE fl moo. We. MSS (425) 224 -4204 +r4,71114. J FILE: TENJER , BASE: CUSTOM JOB: 050702 DATE: 07/07/02 i This document, and the ,nforrnotao^., work. and design hereon hos been produced by and ;s the sole bruperty of SH /DO, and may not be resold. reused. or reproduced. mechanically or Otherwise, in whole or it port, other than moy be contractuofly Stipulated. < SH /OO C 2002) - Tenjer Residence _. 4502 S. 139th St.. Tukwila, WQ. Bu Sect Wall Sections Framin g Elevations Stair Section BAFFLE TO MAINTAIN 1' CLR BETWEEN INSUL & ROOF SHT VENT BLKG MTL GUTTER ON 1x8 CEDAR FASCIA R -30 INSUL IN FLOOR o/ UNHEATED SPACES, TYP 2x6 3FTRS, I6 "oc w/ I/2" OSB SHTG 5/8" GWB 12 5 R -38 INSUL w/ 4 MIL VB dCA N 4 FER \-1 /2" GWB PLA R -30 INSUL IN FLOOR o/ UNHEATED !PACES, TYP T&G SUB-FL o/ 2x6 JSTS. 16 "oc BED-3 8' FDN WALL `1 0 MIL VB --. BUILDING SECTION C —C R -38 INSUL w/ 4 MIL VB r _ 4' CONC GARAGE SLAB 5 /8" GWB -2x6 BLK t x10 RIDGE BD 2x4 TIES AT EA RFTR ATTIC CLO NEW AD()MON HALL x6 :LK -- 2/2x6. 1 6'oc --►� ,NEW CRAWL --SEAM, POST, FTG & ANCHORS PER PUNS 32' -0' 1-0 BUILDING SECTION A —A EXISTING HOUSE • - 2x4 `iTUDS 16"oc 2x4 f)IAG BRACING- ---46 ' - CUT BACK EX.S' -�.� 2x4 'STRUTS' SHTC FOR vcN- EA RFTR 2 2x4�lES AT 1 © EAR R - 38 I NSUL , . / 4 MIL VF - HDR PER PLAN CLO 0 -EXIST EX1'R 2x4 WALL E--- EXISTING 8" FDN WALL IL i I - NO ACCESS N/ STAIRS E RF FIRE EILKG -•----„I ALONG RUN OF STAIRS 2x4 FIRE BLKG TYP WHERE FL MEETS WALL ©' FDN WALL --4s 1/4"= 1 ' -0" • FRAMING SHOWN INDICATES PLACEMENT OF PRIMARY COMPONENTS. SEE PLANS AND DETAILS FOR EXACT PLACEMENT, SIZING, AND TYPES OF ROOF FRAMING. • SEE PLANS AND DETAILS FOR FRAMING ANCHORAGE. • ALL WOOD IN CONTACT w/ CONC. TO BE TREATED. 2x6 RFTRS, 16'oc M/ 1/2" 038 SHTG 1 /2' Gw6 - -EXIST INT'W 2x WALL -CUT RACK f'LOOR Al NEW CLOSETS 2x8 CONT'S PLATE EXISTHCRAWL 6 MIL VB k -2 INSUL 4 U 'to DINING AX � tj" M EXISTING 7)14 RFTRS 4 "oc -11 ,..<- - - STAIRS BEYOND •..- - UPGRADE: EXIST ATTIC TO HAVE R- 1 9 INSTIL .S/2 x6 HUN -- 1 8f`.EI_ED 1 - 1 2 "0 HAND:.AIu RE /URN ENDS 34" -36" ABV NOSING UPGRADE EXISTING EAVF TO MATCH NEW CONSTRUC'N ' VENT BLKG UPGRADE EXIST FLOOR TO HAVE R - 19 INSUL FIN GRADE 2x6 RFTS. 16 "oc 6 MIL V6 R -30 INSUL IN FLOOR o/ UNHEATED SPACES. TYP • r .4 BAFFLE "0 MAINTAIN 1" CLR 3ETWEEN tNSIJL 41 ROOF SHTG k '•' GUTTER ON 1x8 CEDAR F ASCIA 2/2x4. 16 "oc 4' N GRADE r � P -38 INSUL "1 4 MIL V8 i 2x6 RFTRS, 16 "oc w/ 1/2' OSB SHTC 5 12 LDY 3/4" T&G SUB -FL o/ 2x6 JSTS, 16 "oc .E- FDN WALL iM �! R -38 INSUL w/ 4 MIL VB 1 /2' WR GWB 2x8 RIDGE BD 12 1/2' GWB _IL 1L . 8" FDN WALL C' 2x8 RIDGE 9D ?x4 TIES AT EA RFTR RAFFLE TO MAINTAIN 1" CLR BETWEEN INSUL & ROOF SHTC VENT EILKG R -30 INSUL IN FLOOR o/ UNHEATED SPACES, TYP 2 7/16" 056 o/ 2)(6 RFTRS,24 "oc :1 1. of , FiN GRADE 11* STUDS 16 "Oc j e---6 MIL V8 RACE SLAB BAFFLE TO MAINTAIN 1 " C1..R BETWEEN INSUL 6c ROOF SHTG - VtNT et KC. .C--M 11 CUTTER UN 1x8 CEDAR FASCIA NEW ADDRION j EXISTING HOUSE Fr) :-= – L Q /2x6. 16'oc --•4,: BEAM PER PLAN 32' - 0' CRAWL BEYOND ..r.rex► fly • AS REO'D OR BOTTOM OF RFTR TO MEET BOTT pF 2x4 TIE (1'- 10 -1/2' MIN) • FIRE Bt. KG 2x4 CLv JSTS 6 "oc FLUSH w/ M - BED CLG 4--2x6 STUDS 16 "oc CLC BEYOND - CLO BUILDING SECTION'B—B 1 /4"= 1 '-0" E--- EXISTING 8" FDN WALL LINE OF EXIST FLOOR IN KITCHEN /DINING FIN GRADE BEYOND FIN GRADE 1 a• APPROVED p I 2002 As N i1D G DIVIMON RECEIVED CITY OF TUKWILA JUL 8 8 2002 PERMIT CANTER PROVIDE GALV SHEET METAL FLASHING & COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. CAULK AT ALL JOINTS & PENETRATIONS IN EXTERIOR WALLS. TYPICAL EXTERIOR FINISHES: SIDING — BEVEL SIDING o/ 1 5# BLDG FELT CORNER BDS — 2x4/2x3 UNLESS OTHERWISE NOTED WINDOW TRIM — 2x4, U.N.O. ROOF — COMP SHINGLES 0/ 1 5# BLDG FELT EAVE — CONT'S MTL GUTTER ON 1 x8 CEDAR FASCIA BACK ELEVATION 1 /4 " =1 -0" (NORTH) LEFT ELEVATION 1 /4 " =1 '-0" (WEST) 14"x161" VENT w/ 2x2 TRIM RIGHT ELEVATION EXIST WINDOW RELOCATED 1x4/ 1x3 CORNER BOS. —3r BEVEL SIDING. 6 TW -- ---� —� GARAGE ROOF BEYOND 4 TYP EAVE CONT'S MTL GUTTER o/ 1x8 CEDAR FASCIA 14`x18' VENT w 2x2 TRIM • TYP RAKE 1 x8 CEDAR 2x6 HEAD TRIM - 2x6 SILL TRIM 14'x18` VENT w 2x2 TRIM 2x6I SILL TRIM FRONT ELEVATION 1 /4"= 1 '-0" (SOUTH) 2xe HEAD TRIM EXIST CONC PORCH AUG coy Of 'WU APPROVED 2x2 CEDAR w 1116 CEDAR 2x6 HEAD TRIM 'PANEL 2xb CEDAR EXIST WINDOW RELOCATED CITY OF TUKWLA JUL 15 2002 PERMIT CENTER BASE: CUSTOM JOB: 050702 DATE: 07/14/02 This document. and the information, work. and design hereon hos been produced by and is the sole property of SH /DO, and may not be resold, reused, or reproduced. mechonicsily or *there's*, in whole or in port, other than may be controctuoRy stIpulated. Tenjer Residence 4502 S. 139th St., Tukwila. Wo. Exterior Elevations Exterior Finishes Grades BuildingHeight West: PROVIDE GALV SHEET METAL FLASHING & COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. CAULK AT ALL JOINTS & PENETRATIONS IN EXTERIOR WALLS. TYPICAL EXTERIOR FINISHES: SIDING — BEVEL SIDING o/ 1 5# BLDG FELT CORNER BDS — 2x4/2x3 UNLESS OTHERWISE NOTED WINDOW TRIM — 2x4, U.N.O. ROOF — COMP SHINGLES 0/ 1 5# BLDG FELT EAVE — CONT'S MTL GUTTER ON 1 x8 CEDAR FASCIA BACK ELEVATION 1 /4 " =1 -0" (NORTH) LEFT ELEVATION 1 /4 " =1 '-0" (WEST) 14"x161" VENT w/ 2x2 TRIM RIGHT ELEVATION EXIST WINDOW RELOCATED 1x4/ 1x3 CORNER BOS. —3r BEVEL SIDING. 6 TW -- ---� —� GARAGE ROOF BEYOND 4 TYP EAVE CONT'S MTL GUTTER o/ 1x8 CEDAR FASCIA 14`x18' VENT w 2x2 TRIM • TYP RAKE 1 x8 CEDAR 2x6 HEAD TRIM - 2x6 SILL TRIM 14'x18` VENT w 2x2 TRIM 2x6I SILL TRIM FRONT ELEVATION 1 /4"= 1 '-0" (SOUTH) 2xe HEAD TRIM EXIST CONC PORCH AUG coy Of 'WU APPROVED 2x2 CEDAR w 1116 CEDAR 2x6 HEAD TRIM 'PANEL 2xb CEDAR EXIST WINDOW RELOCATED 2x6 SUL . 1'RIhi INCOM ETE RECEIVED CITY OF TUKWLA JUL 15 2002 PERMIT CENTER STEPHEN . .HARLAN . DESIGN DOCUMENTATION FILE: TENJER BASE: CUSTOM JOB: 050702 DATE: 07 07 02 Ths document. .and the informat,sdn, w :rk, ana des• n hereon has been produced by and is the s •le property of SH /DO, and may not be resold. reused. or recroauced. mechanically or otherwise, in whole or in part, other than may be contractua$y stipulatei. Veneer Residence 4502 S. 139th St., Tukwila, Wo. REFERENCE NOTES ENERGY HVAC Sheet: SMOKE DETECTORS: SIA E DETECTORS SHALL CONFORM TO UBC STANDARD 43.6 SMOKE DETECTORS SHALL BE 110v, INTERCONNECTED. BACKED -UP BY BATTERIES, AND CAPABLE OF BEING SHU OFF BY MEANS OF A DISCONNECTING SWITCH. SMOKE DETECTORS SHALL 8E INSTALLED ON WALLS OR CEILINGS A' POINTS CENTRALLY LOCATED IN A CORRIDOR OR AREA GIVING ACCESS TO SLEEPING SMOKE DETECTORS LOCATED IN BEDROOMS SHALL BE CAPABLE. OF BEING HEARD IN ALL BEDROOMS, AND SHALL BE INSTALLED ON THE WALL ABOVE THE DOOR 4' DOWN FROM THE CEILING. A SMOKE DETECTOR IS REQUIRED AT THE TOP Of ALL STA.R- CASES, ON EACH LEVEL OF THE HOUSE, ANO IN EACH BEDROOM. ALL SMOKE DETECTORS SHALL EMIT A SIGNAL INDICATING THAT THEIR BATTERIES ARE LOW OCCUPANCY SEPARATION: AN OCCUPANCY SEPARATION SHALL BE PROVIDED BETWEEN THE RESIDENCE AND THE GARAGE WITH MATERIALS APPROVED FOR 1 r;')UR FIRE- RESISTANT CONSTRUCTION ON THE GARAGE SIDE. :EE UBC SECTION 503(D). ALL DOORS OCCURING WITHIN 1 HOUR OCCUPANCY SEPARATION WALLS SHALL BE TIGHT FITTING, HAVE A 20 -MIN RATING, AND BE EQUIPPED WITH WITH SELF - CLOSING DEVICES. GARAGES AND CARPORTS WITH USES ABOVE SHALL HAVE ONE HOUR PROTECTION FOR BOTH CEILING AND STRUCTURAL MEMBERS. SEE UBC SECTION 503(B). AN OCCUPANCY SEPARATION IS NOT REQUIRED BETWEEN THE RESIDENCE ANO A CARPORT IF THE CARPORT HAS AT LEAST TWO SIDES OPEN AND THERE ARE NO USES ABOVE THE CARPORT. SEE UBC SECTION 503 (A). WINDOWS AND GLAZING IN DOORS WITHIN THE COMMON WALL MAY NOT BE OPERABLE, ANO DOORS SHALL BE EQUIPPED WITH SELF - CLOSING DEVICES. DUCTWORK: FIRE DAMPERS ARE NOT REQUIRED IN AIR DUCTS PASSING THROUGH OCCUPANCY SEPARATION WALLS, CEIUNGS, OR FLOORS PROVIDING DUCTWORK WITHIN THE GARAGE IS CONSTRUCTED OF STEEL NOT LESS THAN 0.019" THICK (26 GALVANIZED SHEET GAUGE), AND NOT HAVING ANY OPENINGS INTO THE GARAGE. MATERIALS: IN AREAS WHERE MOTOR VEHICLES ARE STORED OR OPERATED, FLOOR SURFACES SHALL BE OF NON - COMBUSTIBLE MATERIALS OR ASPHALTIC PAVING MATERIALS. SEE UBC SECTION 1105. ALL INSULATION MATERIALS, INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BREATHER PAPERS, INSTALLED WITHIN FLOOR /CEILING ASSEMBLIES, ROOF /CEILING ASSEMBLIES, WALLS, CRAWL SPACES, OR ATTICS, SMALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DENSITY RATING NOT MORE THAN 50 AS TESTED IN ACCORDANCE WITH UBC STANDARD 42 -1 AND SECTION 1713. F0AM PLASTIC INSULATION SHALL COMPLY WITH UBC SEC 1712. WHEN INSULATION MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE DEVELOPED LIMITA- TIONS 00 NOT APPLY TO THE FACING PROVIDING THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEX- POSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. HVAC EQUIPMENT: ALL SOLID -FUEL BURNING APPLIANCES SUCH AS AIR -TIGHT STOVES, FIREPLACE STOVES. ROOM HEATERS. FACTORY BUILT FIREPLACES, AND FIREPLACE INSERTS, SHALL, UNLESS OTHERWISE ADOPTED BY KING COUNTY, COMPLY WITH UMC SECTION 504. LIQUIFIED PETROLEUM GAS- BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT. OR SIMILAR LOCATION WHERE HEAVIER -THAN -AIR GAS MIGHT COLLECT, NOR SHALL THEY BE INSTALLED IN AN ABOVE GRADE UNDERFLOOR SPACE OR BASE- MENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS OF REMOVAL OF UNBURNED GAS. SEE UMC SEC 504. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE WHICH GENERATES A GLOW, SPARK, OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS, SHALL BE INSTALLED WITH THEIR PILOTS AND BURNERS, OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL. SEE UMC SEC 508. GAS METERS SHALL NOT BE LOCATED UNDER STAIRWAYS, NEAR HEAT PRODUCING APPLIANCES. OR WITHIN BOILER. FURNACE. ENGINE. OR ELECTRIC HEATER ROOMS. NO FURNACE OR GAS APPLIANCE MAY BE LOCATED UNDER A STAIRWAY. FRAMING: STAIRWAYS SHALL HAVE NOMINAL 2' FIRE BLOCKING INSTALLED BETWEEN STUDS ADJACENT TO STAIR STRINGERS, BETWEEN STAIR STRINGERS AT TOP AND BOTTOM, AND WHERE STRAIGHT -RUN STAIRWAYS ARE USED, BLOCKING SHALL BE INSTALLED MID -RUN. FIREBLOC,KING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS. BCTH HORIZONTAL AND VERTICAL. SEE UBC SECTION 2516(F). FIRE BLOCKING SHALL BE INSTALLED 48" ABOVE THE SUB FLOOR IN ALL WALLS IN KITCHENS AND BATHROOMS. FIRE BLOCKING SHALL BE INSTALLED IN EXTERIOR WALLS WHERE EVER ROOF ASSEMBLIES ATTACH TO WALL SURFACES BETWEEN TOP AND BOTTOM WALL PLATES. ANNULAR SPACES BETWEEEN SLEEVES AND PIPING IN RATED ASSEMBUES SHALL BE FILLED IN ACCORDANCE WITH THE TERMS OF THE RATING OF THE ASSEMBLY. FIRE /SAFETY REFERENCE GENERAL THIS HVAC APPLIANCE REQUIRE LIE NT SUMMARY DOES NOT INCLUDE SOLID FUL_ BURNING APPLIANCES. SEE SPECIFIC NOTE GROUPS IF SUCH CONDITIONS APPLY. HEATING EQUIPMENT: HEATING AND COOLING EOUIPMt N I LOCATI t) IN A CA� WH,CH GENERATES A GLOW, SPARK, OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS, SIIA.L BE INSTALLED WITH THEIR PILOTS AND BURNERS, OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL. SEE UMC SEC 508. HEATING FACILITIES SHALL MAR. TAN AN INDOOR TEMPE RA- TURE OF 70' AT 36" ABOVE THE FLOOR WHEN OUTDOOR AIR TEMPERATURE IS AS SPECIFIED IN WSEC SECTION .304 AND UBC SECTION '211 FUEL BURNING EQUIPMENT LOCATED WITHIN THE BUILDING ENVELOPE (CONSTRUCTED PER WSEC) SHALL OBTAIN COMBUSTION AIR FRGM THE OUTDOORS BY MEANS OF AN 8 "e 269 (.019 INCH) GALV. DUCT AND REGULATED BY A MOTORIZED DAMPER: SEE ALSO UMC SECTION 607. COMBUSTION /FRESH AIR SUPPLY THROUGH DUCT SHALL BE MANAGED BY A 24-HOUR CLOCK TIMER FUEL 6URN'NG EQUIPMENT LOCATED OUTSIDE 111E BUILDING ENVELOPE SHALL COMPLY WITH UMC SECTION 601. APPLIANCES LOCATED IN (,ARACES SHALL COMPLY WITH UMC SECTION 508. SHALL BE SUITABLY PROTECTED AGAINST (DAMAGE, AND SHALL DE INSTALLED WITH CLEARANCES IN ACCORDANCE WITH THEIR LISTINGS. ALL %ARM AIR FURNACES SHALL BE LISTED AND LABELED EW AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFI- CAT IONS AND UMC SECTION 504. APPLANCES INTENDED FOR INSTALLATION AN CLOSETS. ALCOVES. OR CONFINED SPACES. SHALL HE SO LISTED. NO WARM AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNATED TO BE USED AS A BEDROOM, BATHROOM, CLOSET, OR ANY OTHER ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE. EXCEPT DIRECT VENT FURNACES, ENCLOSED FURNACES. AND ELEC- TRIC HEATING FURNACES. SEE UMC SECTION 704. .NO FURNACE OR GAS APPLIANCE MAY BE LOCATED UNDER A STAIRWAY. WARM AIR FURNACE INSTALLATIONS IN 4TTICS OR CRAWL SPACES a►1ALL. COMPLY HIT►~ UMC SECTIONS 708 & 709. GAS MLIFRS SHALL NOT BE LOCATED UNDER STAIRWAYS, NEAR HEAT PRODUCING APPLIANCES. OR WITHIN BOILER, FuRNAGE, ENGINE. OR ELECTRIC HEATER ROOMS. LIQUIFIED PETROLEUM GAS BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT, OR SIMILAR LOCATION WHERE HEAVIER- THAN -A!R GAS MIGHT COLLECT, NOR SHALL THEY BE INSTALLED IN AN ABOVE GRADE UNDERFLOOR SPACE OR BASE MENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVE() MEANS CF REMOVAL OF UNBURNED GAS. SEE UMC SEC 504. SPACES: FURNACE, WATER HTR, and DUCTWORK REFERENCE CRAWL SPACE CLEARANCES OF 18" BETWEEN GRADE AND BOTTOM Of JOISTS. AND 12" BETNEEN GRADE AND BOTTOM OF GIRDERS SHALL BE MAINTAINED PER UBC SECTION 2516(C). CORRIDOR ih'IDTH, 36' MINIMUM PER UBC SECT 3305 (B). STAIRWAYS SHALL HAVE A MINIMUM CLEAR WIDTH OF 30 A 1.IINIMuM CLEAR HEADROOM OF 6' -8 ", A MINIMUM TREAD DEPTH OF 9 ", AND A MAXIMUM RISER HEIGHT OF 8 " . TOILETS SHALL BE LOCATED IN A SPACE NOT LESS THAN 30' IN WIDTH. WITH 21" MIN. CLEAR iN FRONT OF THE BOWL. CEIUNG Ii(.IGHTS ABOVE FINISHED FLOOR SHALL et AS FOLLOWS' - HABITABLE SPACES MUST HAVE A CEILING HEIGHT NOT LESS THAN 7' -6" EXCEPT AS NOTED BELOW. - KITCHENS, HALLS. BATHROOMS. AND TOILET COMPARTMENTS MAY NOT HAVE A CEIUNG HEIGHT OF LESS THAN 7' -O' AS MEASURED FROM THE LOWEST PROJECTION FROM THE CEILING. �► WHERE BEAMS ARE EXPOSED IN THE CEILING AND ARE SPACED 48'nc OR GREATER, THE CEILING HEIGHT SHALL THEN BE MEASURED FROM THE UNDERSIDE OF THOSE BEAMS, AND SHALL BE 7' -0" MINIMuM. - IN A ROOM WITH A SLOPED CEILING, THEN THE REOUIRED CEILING HEIGHT IS REQUIRED FOR ONLY 1/2 OF THE ROOM'S FLOOR AREA. NO PORTION OF THE ROOM FLOOR AREA THAT IS LESS THAN 5'--0" FROM THE CEILING MAY BE USED IN DETERMINING FLOOR AREA THAT MUST COMPLY WITH CEILING HEIGHT REOUIREMENTS. - IF ANY ROOM CONTAINS A FURRED DOWN PORTION OF CEILING, IN NO CAST: MAY THE AREA OF THE FURRED GOWN CEILING EXCEED 1/3 OF THE FLOOR AREA OR BE LESS THAN 7' -0" FROM THE FINISHED FLOOR. HVAC: FURNACE CLOSET OR ALCOVES ARE TO BE A MINIMUM OF 6" WIDER THAN THE FURNACE INSTALLED THEREIN. AND A MINIMUM OF 3" OF WORKING SPACE IS TO BE PROVIDED .1LONG THE SIDES, BACK, AND TOP OF THE FURNACE. SEE UDC SEC 704. RAILINGS: STAIR HANDRAILS SHALL A DRIP IMAFACE. WOT LESS THAN 1 -1 /4" DIAMETER 411 2' IR pion SHALL BE LOCATED BETWEEN 30 ANO 34 DONE TIE NOSING OF THE TREAT; DIRECTLY /FLOW, ANO SHALL BE SrAgED AT LEAST 1 -1 / 2 'ROM l* WALL FINISH. SU UDC Inc 3306 RAILINGS SHALL NOT BE LIFSS THAN 36' M MEIONT ABOVE ADJACENT GROUND/FLOORS, AND ac CAPAALE WITHSTANDING A FORCE OF 20 LI1S PER LINEAL FOOT APPL*D AT RIGHT ANGLES TO THE RAILING. SEE UDC SECTION 1711 TABLE 23 -0. RAILINGS EMPLOYING SALLUSTERS OR SIMILAR OPEN CONSTRUCTION SHALL HAVE SUCH BALL USTERS POSITIONED SO AS TO PREVENT A 4" DIAMETER SPHERE FROM PASSING THROUGH. PER UBC SECTION 1711 AND TABLE 23 -6. DIMENSION MINIMUMS REFERENCE DUCTWORK: TEE OTHER N OTE GROUPS, IBIS PAGE. THESE PLANS APE SCHEMATIC AND DO NOT SHOW LX, :T ROUTING OR OFFSETS THAT MAY BE REQUIRED. THE MECHANICAL CON' RACTOR 15 TO COORDINATE WtTN Al L OTHER TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMML NCIN WORK. MATERIALS, MET NODS. AND INSTALLATION SHALL COMPLY WITH THE PRO`iISIONS OF THE 199'7 EDITIONS CF THE UNIFORM IRE CODE AND LOCAL CODES BUILDING A AND CODE. ORD NANC' S. UNIFORM _ FLEXIBLE DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 - 1/2" FIBERGLASS INSULATION (R -5), AND A NON - PERFORATED INTERIOR LINER WIN WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS 1 AIR DUCT. FLEXIBLE DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEEED 10' -0' IN LENGTH UNLESS NOTED OTHERWISE. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAP 10 OF THE 1994 UMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 24" DIAMETER AND LARGER WHICl/ ARE SUSPENDED BY HANGERS 12" OR MORE IN LENGTH. PROVIDE EARTHQUAKE BRACING 30'oc MAX PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH 1694 UBC. HVAC EQUIPMENT, VALVES, AND DAMPERS SHALL BE LOCATE L) IN EASILY ACCES!BLE LOCATIONS. UNLESS SHOWN ON ARCHI- TECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR PROVIDE TURN VANES IN ALL MITERED 90'S AND TEE'S, EXCEPT IN KITCHEN HOOF) EXHAUST SYSTEM AND LAUNDRY VENT SYSTEM. rIRE DAMPERS ARE NOT REQUIRED IN AIR DUCTS PASSING THROUGH OCCUPANCY SEPARATION WALLS. CEILINGS. OR FLOORS PROVIDING DUCTWORK WITHIN THE GARAGE IS CONSTRUCTED OF STEEL NOT LESS THAN 0.019' THICK (26 GALV SHEET GAUGE) AND DOES NOT HAVE ANY OPENINGS INTO THE GARAGE WATER HEATERS: GAS APPLIANCE REQUIREMENTS ABOVE ALSO APPLY. ALL WATER HEATERS SHALL COMPLY WITH 1987 NAECA STANDARDS AND SHALL BE SET ON AN R -10 RIGID INSUL SECURE WATER HEATER '0 WALLS WITH GALV. META„ STRAPPING UNLESS RIGID PIPING 1S USED TO CONNECT WATER HEATER '0 SUPPLY LINES PRESSURE RELIEF VALVE SHALL DRAIN TO EXTERIOR GENERAL: DRAINAGE: FIXTURES: PIPING: PRIVATE SEWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED BY AN APPROVED WASHINGTON STATE ENGINEER AN STAMPED DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION THE SEWER SYSTEM. ALL PLUMBING FIXTURES AND DRAINAGE PIPING SHALL BE CONNECTED TO A PUBLIC SEWER OR AN APP RC.ED PRIVATE OR INDIVIDUAL SEWAGE DISPOSAL SYSTEM ALL PIPING SHALT. BE INSTALLED TO INSURE PROPER F_OW DIRECTION. CESSPOOLS, SEPTIC TANKS, SEEPAGE PITS, AN DRAIN FIELDS SHALL NOT BE CONNECTED TO PUBIC SEERS OR TO BUILDING SEWERS LEADING TO PUBLIC SEEDERS. SEWERS SHALL BC INSTALLED AT A UNIFORM SLOPE OF NOT LESS THAN 114" PER FOOT; HOWEVER, WHERE SITE CONDITIONS DICTA: E, THE SLOPE MAY BE REDUCE.: '0 1/8" PER FOOT ON APPROVAL OF THE BUILDING; OF FACIAL. CLEAN -OUTS SHA,- BE LOCATED AT THE INTERSECTION OF THE BUILDING DRAIN AND THE BUILDING SEWF F, A INTERVALS NOT EXCEEDING 100 FEET, AND W►"ER REQUIRED BY THE BUILDING OFFICIAL. PRIVATE SEWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED SO THAT ADDITIONA. SEEPAGE PITS OR SUB - SURFACE DRAIN FIELDS. EQurEALENT TO AT LEAST 50 PERC OF THE REQUIRED ORIGINAL SYSTEM, MAY BE INSTALLED ALL DOMESTIC PLUMBING SYSTEMS SHALL BE PRO'iI :)EO DRAIN OUTLETS TO PERMIT COMPLETE DISCHARGE OF A WATER SO AS TO PERMIT SERVICING AND REPAIR AS REQUIRED. PLUMBING FIXTURES SHALL BE PROVIDED WITH M. ADEQUATE SUPPLY OF POTABLE RUNNING WATER, I• ►'ED THERETO UNDER SUITAALE PRESSURE AND ARRAN( D SO AS TO FLUSH AND KEEP FIXTURES CLEAN AND IN SAO, TARP CONDITION WITHOUT DANGER OF BACKFLOW OR CROSS - CONNECTION. ALL PLUMBING FIX7JRi S OTHER THAN TOILETS SHALE BE PROVIDED WITH AF'PROVE0 STRAINERS. ALL PLUMBING FIXTURES EXCEPTING THOSE wIT►i INTECRE TRAPS SHALL NAVE APPROVED WATERSEAL TYPE TRAPS SEE ALSO "INSULATION ", SHEET R1. ALL DOMESTIC PLUMBING SYSTEMS SHALL BE PROvEDED PRESSURE REDUCING . AEAEES AS REQUIRED TO MAIN'AIN ACCEPTABLE AND CONSTANT PRESSURE. THE VENT PIPE OPENING FROM A SOIL OR WASTE PIPE. EXCEPT FOR TOILETS AND SIMILAR FIXTURES, SHAL, NO' SE BELOW THE WEIR OF THE TRAP. PIPES PASSING UNDER OR THROUGH WALLS SHALL BE PROTECTED FROM BREAKAGE. CORROSION. AND OTHE R D AMAGE. ANNULAR SPACES OCTW(EN SLEEVES AND PIPING SHALL BE FILLED ANO TIGHTLY CAULKED. AND WHERE OCCuRING IN FIRE -RATED ASSEMBLIES. SHALL BE FILLED IN ACCORD- ANCE 1'O THE TERMS OF THE RATING OF THE ASSEMBLY WATER, SOIL. OR WASTE PIPES SHALL NOT BE INSTALLED OR PERMITTED OUTSIDE OF A BUILDING OR WITHIN EXTER- IOR WALLS UNLESS AOEOUATE PROVISION HAS BEEN MA TO PROTECT SUCH PIPES) FROM FREEZING. WATER PIPES MAY NOT BE LAID IN THE SAME TRENCH THAT CONTAINS NON - METALUC BUILDING SEWER OR DRAIN - AGE PIPING UNLESS KEPT AT LEAST 12" ABOVE THE DftAiN PIPING AND ON TOP OF A SOU° SHELF EXCAVATED AT ONE SIDE OF THE COMMON TRENCH. PIPING LAID IN SOLID GROUND SHALL RE WO ON 4 FIRM SEO FOR ITS ENTIRE LENGTH EXCEPT WHERE SUPPORT IS OTHERWISE PROVIDED. PIPING SMALL BE SUPPORTED SO AS TO INSURE ALIGN - MENT AND PREVENT SAGGING, AND HANGERS AND ANCHORS USED TU SUPPORT PIPING SHALL BE OF SUFFICIENT STRENGTH TO MAINTAIN THEIR PROPORTIONAL SHARE Of THE WEIGHT OF THE PIPE AND CONTENTS. ALL SUPPLY. DR* AI. AND WASTE LINES SHALL BE TESTED PER CODE /INDUSTRY STANDARDS FOR LEAKAGE. PLUMBING/SEWER REFERENCE GENERAL: THE INSu..ATION STANDARDS ARE TO COIAP-V WITH JULY 1997 WASHINGTON STATE ENERGY CODE STANDARDS. BU WALL CAVITY INSULATION SHALL BE STAPPLEU TO THE FACE OF STUDS ANO SHALL FILL THE ENTIRE CAVITY DO NOT COMPRESS INSULA1ION AT PLUMBING OR ELECTRICAL CONDITIONS; CuT OPENING THROUGH WHIICH PIPE OR WIRE MAY PASS, AND AT FIXTURES BACK WITH RIGID INSULATION. TO ACHIEVE REQUIRED 'R- VALUE'. INSULATION IN FLOORS IS TO BE SUPPORTED AGAINST SAGGING OR OTHER DISPLACEMENT BY TWINE, WIRE, SCREENING, OR OTHER MEANS THAT DOES NOT COMPRESS THE INSULATION. INSULATE BEHIND SHOWERS AND TUBS IN ALL WALLS. FOAM PLASTIC INSULATION SHALL COMPLY WITH UBC SEC 1712. WHEN INSULATION MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME - SPREAD AND SMOKE DEVELOPED LIMITA- TIONS 00 NOT APPLY TO THE FACING PROVIDING THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEX- POSED SURFACE OF THE CEILING, FLOOR. OR WALL FINISH. THE FOLLOWING MINIMUM INSULATION STANDARDS SHALL BE MET UNLESS OTHERWISE CALCULATED BY APPROVED WSEC PROCEDURES: - R -38 INSULATION IN ALL FLAT AND R -30 IN SLOPING CEILING AREAS - R -21 INSULATION IN ALL 2x6 WALL CAVITIES - R- 10 RIGID INSULATION SEPARATING THE FLOOR SLAB FROM THE FOUNDATION WALL AND THEN EXTENDING 24" BACK UNDER THE SLAB WHEN THE SLAB IS WITHIN 18" OF THE EXTERIOR FINISH GRADE - R -10 RIGID INSULATION ON THE EXTERIOR FACE OF THE FOUNDATION WALL EXTENDING FROM THE TOP OF THE WALL DOWN A MINIMUM OF 24" BELOW THE EXTERIOR FINISH GRADE WHERE THE INTERIOR FLOOR SLAB IS WITHIN 24' OF THE EXTERIOR FINISH GRADE. RIGID INSULATION USED IN THIS MANNER SHALL BE EXTRUDED POLYURETHANE AND SHALL BE PROTECTED FROM MOISTURE AND DAMAGE. - BASEMENT WALLS ADJACENT TO FOUNDATION WALLS SHALL ALSO BE INSULATED WITH R -21 INSULATION. WINDOWS, DOORS, & PANELS: ALL WINDOWS AND DOORS SHALL BE TESTED UNITS WITH INSULATED GLASS AND /OR COMPLYING WITH WSEC STANDARDS. CRAWL AND ATTIC ACCESS PANELS ARE TO BE WEATHER - STRIPPED AND INSULATED 1 HE SAME A5 THE ADJACENT BUILDING ASSEMBLY. WATER HEATERS: DUCTWORK: PIPING: ALL WATER HEATERS SHALL BE SET ON AN R-10 RIGID INSUL PAD WHEN PLACED IN UNHEATED SPACES. INSULATION OF DUCTWORK SHALL COMPLY WITH UMC SECTION 1005, TABLE 10 -D, WSEC TABLE 4- 16, AND SHALL BE INSULATED TO R -8 MINIMUM. JOINTS AND SEAMS SHALL BE MADE SUBSTANTIALLY AIR TIGHT SEE UMC SECTION 1002(o) AND TABLES 10 -A & 10 - B DUCTS SHALL BE INSULATED PER 1997 WSEC STANDARDS AND AS FOLLOWS: - DUCT WRAP SHALL BE 2.0" (0.75 Ib /CF) FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUMINUM FOIL VAPOR BARRIER. - SOUND LINING IN DUCTS WITHIN ROOF CEILING SPACE SHALL BE 1.5" (1.5 Ib /CF) FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT vELOCITIES UP TO 4000 CFM. PIPING FOR HOT WATER /STEAM HEATING SYSTEMS AND CONTIUOuSLY CIRCULATING HOT WATER SYSTEMS SHALL BE INSULATED IN ACCORDANCE TO WSEC STANDARDS. HOT AND COLD WATER PIPES MUST BE INSULATED TO R -3 WHEN LOCATED IN UNHEATED SPACES. INSULATION REFERENCE CHAP. 6 OPTN /GLZ % FL AREA MAX HVAC EOUIPMF" :T EFFICIENCY MIN GLAZING U -VALUE MAX. (vG) (1) HEATED FLOOR AREA (ALL FLOORS) GLAZING AREA. ALLOWED AT 1571: GLAZING AREA PROVIDED POOR <5014 GL2 U- VALUE MAX. FLAT CEIUNG R - VALUE MIN. VAULTED CEIUNG R- VALUE MIN ABOVE GRADE WALL INSULATION R -VALUE MIN. EL01a GRADE INTERIOR INSULATION R -VALUE MIN. BELOW GRADE EXTERIOR INSULATION R -VALUE MI!:. IN FLOOR ABOVE GRADE INSULATION R -VALUE MIN. UNDER SLAB ON GRADE INSULATION It -VALUE MIN. NOTES: (1) AVERAGE UA MAXIMUM (W.S.E.C. 602.7.2) (2) NOT APPUCABLE TO THIS PROJECT. ENERGY CODE REFERENCE as GENERAL: EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES. OPENINGS BETWEEN WALLS AND FOUNDATION. BETWEEN WALLS AND ROOF AND WALL PANELS, OPENINGS AT PENTRATIONS OF UTILITY SERVICES THROUGH WALLS. F L.00RS, ANC ROOFS; AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL LIM I T QE SEA AI R LE . EAKAGE CAULKED, GASKETED, OR WEATHERST RIPPED TO VERIFY FIRESTOP REQUIREMENTS WITH LOCAL BUILDING OFFICIAL FOR UIIUTY PENETRATIONS THROUGH FIRE -RATED ASSEMBUES. SUPPLY VENTILATION -FRESH AIR: FRESH AIR SHALL BE PROVIDED TO THE HEATED LIVING P PACES VIA AN INTEGRATED SYSTEM WITH THE FURNACE ER PRESCRIPTIVE REQUIREMENTS OF THE 1997 WSEC. WHOLE HOUSE JENTILATION SHALL COMPLY WRH THE FOLLOWING: - THE FRESH AIR INLET DUCT SHALL BE INSULATED TO R -4 WHEN RUNNING THROUGH CONDITIONED SPCAES. - A MANUALLY CONTROLLED DAMPER SHALL ALSO BE INSTALLED WITHIN THE INLET DUCT TO REGULATE AIR FLOW BETWEEN 0.35 ACHMINIMUM AND 0.50 ACH MAXIMUM - THE ACH RATING MAY NOT BE LESS THAN THE SUM OF 15 CFM PER BEDROOM PLUS 15 CFM FOR LIVING SPACE. - THE MOTORIZED INLET DUCT DAMPER SHALL. BE OPEN WHEN THE VENTILATION CLOCK IS ON AND OFF AT ALL OTHER TIMES. - THE INLET DUCT SHALL BE SCREENED SO AS TO PREVENT ENTRY IN TO THE DUCT BY INSECTS. LEAVES, & OTHER DEBRIS. - THE DUCT MAY NOT BE LOCATED WHERE HAZARDOUS. UNSANITARY, ODOROUS, OR FLAMMABLE FUMES MAY ENTER INLET DUCT, IN A ROOM WITH A FUEL BURNING APPLIANCE IN AN ATTIC, GARAGE. OR CRAWL SPACE. OR WITHIN 10' -0" OF AN APPLIANCE OR PLUMBING SYSTEM VENT, UNLESS SUCH EXHAUST VENT IS 36" OR MORE ABOVE THE INLET DUCT. • THE WHOLE HOUSE FAN SHALL BE LOCATED IN THE CEILING OF THE UPPERMOST LEVEL, AND SHALL HAVE AN ACH RATING BETWEEN 0.35 ANO 0.50 - WHERE OUTDOOR AIR IS PREVENTED FROM ENTERING A SPACE BY A DOOR, PROVISIONS SHALL BE MADE TO ENSURE AIR FLOW. A _ETTER OF SYSTEM COMPLIANCE WITH CFM AND ACH RATINGS MUST BE MADE AVAILABLE TO THE BUILDING INSPECTOR PRIOR TO ISSUANCE Of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iS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 1/ 20 OF THE FLOOR AREA OF THE INTERIOR ROOM OR 25 SO FT , WHICH EVER IS GREATER. SEE UBC SECTION 1205(0). KITCHENS WillIOUT NATURAL VENTILATION SHAM BE PROVIDEu WITH EXHAUST FANS CONNECTED DIRECTLY TO THE OUTSIDE OR OTHER 1ENTI.ATION SYSTEMS APPROVED BY THE BUILDING OFFICIAL HAENG I CAPACITY OF NOT LESS THAN THAT SPECIFIED IN *SEC SECTION 305 AND TABLE 3 -1. EXTERIOR OPENINGS FOR NATE t AL LIGHT AND VENTILATION SHALL OPEN DIRECTLY ON TC A STREET. PUBLIC ALLEY, OR TO A COURT OR YARD LOCATED ON THE SAME _OT AS THE UUILDINC. SEE UBC SECTION 1205(o). NATURAL VENTILATION TO HABITABLE ROOMS SHALL BE OBTAINED THROUGH OPERABLE GLAZED OPENINGS OF NOT LESS THAN 1/20 OF THE FLOOR AREA TO BE VENTED NOR LESS THAN 5 SF, OR PR!)viDE MECHANICAL VENTILA- TION PER WSEC STANDARDS. ALL BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY ROOMS, AND SIMILAR ROOMS SHALL HAVE A MINIMUM EXTERIOR OPENING OF NOT LESS THAN 1-1/2 SQ. FT.. OR PROVIDE MECHANICAL VENTLATION WITH A CAPACITY !AND NOT LESS TABLE TH 3 - 1 . THAT SPECIFIED IN WSEC SECTION 305 CRAWL SPACES ARE TO HAVE PERIMETER VENT OPENINGS OF AN AREA NOT LESS THAN 1/ + 50TH OF THE AREA TO BE VENTED. AND LOCATED AS NS AR AS POSSIBLE TO CORNERS, AND AS REQUIRED TO PROVIDE THROUGH VENTILATION WHEN APPROVED BY THE REVIEWING BUILDING OFFICIAL. THE REQUIRED VENT AREA FOR CRAWL SPACES HAVING DRY CONDITIONS MAY BE REDUCED TO 1/1500 OF THE AREA TO BE VENTED. ATTIC SPACES ARE TO HAVE LAVE VENTS EQUALLING 1/150TH OF THE AREA TO BE VENTED UNLESS A MINIMUM OF 1/2 OF THE REQUIRED VENTING AREA IS LOCATED A MINIMUM OF 36' ABOVE THE EAVE PLATE, IN WHICH CASE THE VENTING AREA MAY BE REDUCED TO 1/300TH OF THE AREA TO BE VENTED. WHERE EVER INSULATION MAY COME IN TO CONTACT WITH THE UNDERSIDE OF ROOF SHEATHINGS. A BAFFLE SHALL BE FASTENED ABOVE THE INSULATION AND 1" BELOW THE SHEATHING. AND EXTEND 6" ABOVE BATT INSULATION, OR 12" ABOVE LOOSE FILL INSULATION. VAPOR BARRIERS: A 6 MIL BLACK POLYETHYLENE VAPOR BARRIER SHALL BE INSTALLED WITHIN CRAWL SPACE AREA(S) DIRECTLY OVER THE GROUND. ALL FOOTINGS, AND EXTENDING UP ALL FOUNDATION WALLS TO THE MUDSILL. ALL JOINTS SHALL BE CLEANED AND TAPED WITH WATER RESISTANT TAPE. ALL EXTERIOR WALLS AND CEILING AREAS SHALL HAVE A VAPOR BARRIER EITHER AS A PART OF THE INSULATION OR SEPARATE 4 MIL POLYETHYLENE SHEET. IN EITHER APPLICA- TION ALL vB JOINTS SHALL OCCUR OVER SOLID FRAMING. ANO ALL PUNCTURES, WHETHER ACCIDENTAL. OR AS A RESULT OF ELECTRICAL. MECHANICAL. OR FRAMING ASSEMBUES, SHALL BE TAPED OR OTHERWISE MADE SEALED. IAQ, INFILTRATION, and VENTILATION CITY OF RECEIVED JUL 0 8 PERMIT CENTER SUPPLY VENTILATION SYSTEM TYPE: WNTEGRATED SYSTEM w/ FRESH AIR INTRODUCED INTO THE HALL CEILING AND REGULATED BY A MOTORIZED AND TIME DAMPER. SUPPLY VENTILATION SYSTEM SIZING: MINIMUM SIZE: COND SQ FT 1929 X AVG HT 9' -Q "X .35 / 60 - 101.27 MAXIMUM SIZE. COND SO FT 1929 x AVG HT 9' -0" X .50 / 60 - 144.68 SPACE VENTILATION - MINIMUM REQUIREMENTS: (1) LOCATION MIN CFM KITCHEN N/A EXISTING LAUNDRY 80 GROAN M -BATH 50 BROAN BATH 2 50 BROAN PDR N/A EXISTING HOUSE VENTILATION - MINIMUM REQUIREMENTS: (1) LOCATION MIN NMANUFACT'R MODEL 0 GEM CFM BONES CFM i- .25ING .1 IrG 6AuNORY 00 IKANALFLAKT KK 100 103 110 1.4 REFERENCE MANUFACT'R MODEL O CFM CFM SONES .25NIC .1WG N/A N/A N/A N/A S90 84 90 1.5 S90 04 90 1.5 S90 64 90 1.5 14/A N/A N/A N/A MAX. HEATING SYSTEM SIZE ALLOWABLE: (2) CONDITIONED SQUARE FOOTAGE OF HOUSE - 1034 BTU LOSS: CONDITIONED SQ FT X 20 - 20680 BTU HEATING SYSTEM SPECIFICATIONS: MANUFACTURER - (PER APPLICANT) MODEL NUMBER - ArUE /HSPF - SIZE IN WATTS - 6361 WATTS NOTES: (1) APPLICANT MAY SUBSTITUTE FAN MANUFACTURER AND MODEL PROVIDED RATINGS COMPLY. 1.0 PRESCRIPTIVE VENTILATION and HEATING SYSTEM SIZING -2001 WSEC 1 VENTS /CHIMNEYS: ALL APPLIANCES DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM THAT COMPLIES WITH MMC SECTIONS 901 & 902 AND TABLES 9 - & 9-B. EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B OR OW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING. MANUFACTURER'S INSTRUCTIONS. AND THE PROVISIONS OF UMC CHAPTER 9 AND SECTION 003(n). TYPE B OR BW GAS VENTS SHALL TERMINATE NOT _ESS THAN 2' -0" ABOVE THE ROOF THROUGH WHICH IT PENETRATES. NOR LESS THAN 4' -0' FROM ANY PORTION OF THE BUILDING WHICH EXTENDS AT AN ANGLE MORE THAN 45 DEGREES ABOVE THE HORIZONTAL NOR LESS THAN SHOWN IN UMC FIGURE 1, UNLESS LISTED AND TESTED OTHERWISE; SEE UMC SECT. 006(d). TYPE VENTING SYSTEMS SHALL TERMINATE NOT LESS THAN 2' -0" ABO: E THE ROOF THROUGH WHICH IT PENETRATES. NOR LESS THAN 4' n" FROM ANY PORTION OF THE BUILDING WHICH EXTENDS AT AN ANC' E MORE MORE THAN 45 DEGREES ABOVE THE HORIZONTAL UNLESS LISTED AND TESTED OTHERWISE; SEE UMC SECTION 906(e). VENT CONNECTORS SHALL BE INSTALLED WITHIN THE SPACE OR AREA IN WHICH THE APPLIANCE IS LOCATED AND SHALL BE CONNECTED TO A CHIMNEY OR VENT IN SUCH A MANNER AS TO MAINTAIN THE CLEARANCE TO COMBUSTIBLES AS SHOWN IN UMC TABLE 5 -c. DUCTWORK: ALL DUCT SYSTEMS SHALL BE SEALED WITH USTED MASTIC TYPE DUCT SEALANT. JOINTS AND SEAMS SHALL BE MADE SUBSTANTIALLY NR TIGHT. SEE UMC SECTION 1002(c) AND TABLES 10 -A & 10 -B. DUCTWORK, LOCATIONS OF, AND SOURCE OF COMBUSTION AIR SHALL COMPLY WITH UMC SETIONS 602, 603. 604, A 606. DUCT SYSTEMS SHALL BE OF METAL AS SET FORTH IN UMC TABLES 10 -A. 10 -8, & 10 -C. OR SHALL BE FACTORY MADE AIR DUCTS COMPLYING WITH UMC STANDARD 10-1. INSTALLATION OF ALL DUCTWORK SHALL COMPLY WITH UMC SECTION 1004 AND WSEC. DUCTWORK BEING USED FOR VENTING KITCHEN COOKING APPLIANCES AND EXHAUST 1.4000S SHALL BE METAL WITH SMOOTH INTERIOR SURFACES AND SHALL COMPLY WITH UMC CHAPTER 10 AND SECTION 1104. COMBUSTION AIR DUCTS TO FURNACES SHALL BE 269 (.019 ") GALV. 8" ROUND RIGID METAL. AIR DUCTS ANO PLENUMS PASSING THRU THE GARAGE WALLS. FLOOR. OR CEIUNG TO THE DWELLING SHALL BE OPEN26 S q (.01 TO SHEET THE GARAGE. METAL AND SHALL NOT CONTAIN ANY ING CLOTHES DRYER EXHAUST DUCTS SHALL BE FREE OF ANY PROJECTIONS THAT MAY CAUSE UNT AND DUST BUILD OF WITHIN THE DUCT. WOODSTOVES do FIREPLACES: WOODSTOVES AND FIREPLACES SHALL HAVE TIGHT FITTING DOORS TO THEIR FIREBOXES, AND FIREPLACES SHALL ALSO HAVE A MANUALLY OPERATED TIGHT FITTING FLUE DAMPER. ' WOODSTOVES AND FIREPLACES ARE TO HAVE COMBUSTION AIR SUPPUED DIRECTLY TO THE FIREBOX THROUGH A 6 SO INCH OUCT WITH A READILY ACCESSIBLE DAMPER. FURNACES: SEE 'FURNACE.." NOTES THIS PAGE. GENERAL INFORMATION: THIS PAGE IS A STANDARDIZED SHEET OF GENERAL CODE INFORMATION. IT IS BEING INCLUDED TO ASSIST THOSE INVOLVED WITH THE CONSTRUCTION OF THIS PROJECT. IT IS NOT INTENDED TO INCLUDE ALL APPLICABLE CODES. AND. IN SOME AREAS LOCAL VARIATIONS MAY SUPERCEDE THESE CODES. UTIUZINC THE INFORMATION CONTAINED ON THIS PAGE DOES NOT REUEVE THE CONTRACTOR. SUB - CONTRACTOR. OR OTHERS ACTING ON THEIR BEHALF FROM THEIR RESPONSIBILITIES FOR LEGAL COMPLIANCE WITH ANY AND ALL PERTINENT BUILDING CODES AND REGULATIONS. ADDITIONAL CODE INFORMATION MAY BE FOUND ON OTHER DRAWINGS PREPARED FOR THIS PROJECT. AND /OR CONTAINED WITHIN SPECIFICATIONS IF PROVIDED AS PART OF THIS PROJECT. ALL RIGHTS ARE RESERVED TO MODIFY THIS DOCUMENT AND THE INFORMATION CONTAINED HEREON WITHOUT PRIOR NOTIFICATION. THIS SHEET IS PROTECTED UNDER COPYRIGHT LAWS. PLEASE 00 NOT COPY . GENERAL NOTES REFERENCE