The URL can be used to link to this page

Home My WebLink AboutPermit D01-084 - BEEMAN RESIDENCE - CEILINGBETH BEEMAN 4210 s 122ND ST D01-084 City of Tukwila Community Development / Public Works • 6300 Southcenter I3oulevard, Suite 100 0 Tu1s •': chin,;ton (;),(318 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. 334740 -0365 4210 S 122 ST ASFR DEVPERM LDR Contractor License No: OCCUPANT BEEMAN RESIDENCE Phone: 4210 S 122 ST, TUKWILA, WA 98188 OWNER BEEMAN BETH ANN 4210 S 122 ST, SEATTLE WA 98168 CONTACT BETH BEEMAN Phone: 206 -764 -6210 4210 S 122 ST, TUKWILA WA 98188 kk ** * *** ****ik*ytktih**** *kkk * *** kkk ***A **** * *** ** **** kkk * * ****k ********kkkk* *kkk*k*kk* Permit Description: REPAIR /REPALCE /RECONFIGURE CEILING WITH BETTER SUPPORT AS WELL AS RAISING HEIGHT BY 3 TO 4 FEET. *********************** k* * * *k* * *kk ** * *k * * *k*k * *k * *kk * kkkkkkk **k *kkk **A*kk* *kk ** *k* Construction Valuation: $ 1,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N kkk k* k******** ** * * * * * * * *kk *k * * * * * *k** * * ** * * ** * ** *Ak *k*k ** *kkk *Ak *kkkk* *k ** * * * * *kkA TOTAL DEVELOPMENT PERMIT FEES: $ 68. 4 ��`� k** ** ** * * * * * * ** * * * * * ** * * * *k * *kkkkk •* * *kk * * * *kk* kkkkl� k * **Akkkk*kk * *k * *kkkk* 001 North: .0 South: .0 East: .0 West: .0 TUKWILA Sewer: SEPTIC Slopes: N Streams: Permit Center Authorized Signature. Gti-i I hereby certify that I have re nd examined thi to be true and correct. All provisions of law and work will be complied with, whether specified here The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature:__ Print Name: DEVELOPMENT PERMIT (206) 431 -3670 Permit No: DO1 -084 Status: ISSUED Issued: 04/12/2001 Expires: 10/09/2001 Occupancy: DWELLING UBC: 1997 Fire Protection: Date: /-i - oj permit nd know the same ordinan es governing this n or not. Date : 1 - - V1 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. z 1 re -JU O 0 N O co in in li LL. w 2 u.Q Y.2 ° F-w zi- I- 0 ZF- w • w O 0 O N O F- w W H � - U. O w z U= 1:.' z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -084 PROJECT NAME: BETH BEAMAN SITE ADDRESS: 4210 S 122 ST Original Plan Submittal Response to Correction Letter # DEPARTMENTS: Building Division Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ 7 Comments: TUES/THURS ROUT! Please Route U StructurayReview Required 1 I / 1 REVIEWER'S INITIALS: Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved n Approved wit;, onditions REVIEWER'S INITIALS: 'CAROM{ INX' V/1 Fire Prevention Structural C n CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: DATE: 3 -22 -01 SUITE NO: Response to Incomplete Letter i ..___ Revision After Permit Is Issued C Planning Division Permit Coordinator DUE DATE: 3 -27 -2001 Not Applicable Li No further Review Required DATE: 7/n I /Zen n n DUE DATE 4- 24-2001 Not Approved (attach comments) n DATE: 4-1(- 2 09I DUE DATE Not Approved (attach comments) f l DATE: PERMIT NO.: "o ( - ce 4 BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation 0 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel ❑ 00095 Footing Drains vt 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing 0 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney 00610 Chimney Installation/All Types 00700 Framing ( 00750 Roof/Ceiling Insulation ❑ 00800 Floor Insulation S; 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls Di 00900 Suspended Ceiling ( v 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 0 1 l 15 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire 01700 Final- Building ❑ 01900 Final - Reroof ❑ 03100 Site Visit ❑ 04000 Special- Concrete 0 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress O 04004 Special- Welding ❑ 04005 Special - High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 0401 Special- Grading, Excav/Fill ❑ 04013 Special - Retaining Wall G 04014 Special- Panels ❑ 04015 Special -Smoke Control System TENANT NAME: 1 SV -1 + . 1E1. 06..MW CONDITIONS 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment 4 0015 Engineered truss drawings & talcs shall be an site 0016 Exposed insulation backing material 0 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 2(0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected [2" 0 0 27 Validity of Permit ❑ 0028 Rack storage requires separate permit p ' 0003 Electrical permits obtained through L &I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. tlat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces ,, 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" Plan Reviewer: Permit Tech: VIA Date: 4- 1(- 200' Date: 4' t -0 I PLAN REVIEW /ROUTINi; SLIP ACTIVITY NUMBER: D01 -084 PROJECT NAME: BETH BEAMAN SITE ADDRESS: 4210 S 122 ST Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete [1 Cornments: YauouTI ax 51.01 Response to Correction Letter if C Structural Incomplete Fire Prevention TUES /THURS ROUTING: Please Route C Structural Revi•w Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: C DATE: 3 -22 -01 SUITE NO: Response to Incomplete Letter #_ Revision If After Permit Is Issued DATE: Planning Division Permit Coordinator No further Review Required Approved n Approved with Conditions Not Approved (attach comments) n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-27 -2001 Not Applicable Lil DUE DATE 4- 24-2001 1 1 REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: Complete Comments: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -084 PROJECT NAME: BETH BEAMAN SITE ADDRESS: 4210 S 122 ST Original Plan Submittal DEPARTMENTS: Building Division Public Works Response to Correction Letter # C Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-27-2001 TUES /THURS ROUTING: Please Route f Structural Review Required REVIEWER'S INITIALS: �-- APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved `{'MRUUIf IXX Fire Prevention Approved with Conditions Approved with Conditions l n REVIEWER'S INITIALS: DATE: 3 -22 -01 SUITE NO: Response to Incomplete Letter it Revision # After Permit Is Issued Planning Division Permit Coordinator No further Review Required incomplete LI Not Applicable LI DATE: "" C24 DUE DATE 4 -24 -2001 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: Complete E Comments: Please Route Approved TEAM It ax Vr1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -084 DATE: 3 -22 -01 PROJECT NAME: BETH BEAMAN SITE ADDRESS: 4210 S 122 ST Original Plan Submittal Response to Correction Letter # .. DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: C REVIEWER'S INITIAL APPROVALS OR CORRECTIONS: (ten days) • C CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3-27 -2001 Incomplete LI Structural Review Required DUE DATE 4- 24-2001 Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions C C C REVIEWER'S INITIALS: SUITE NO: Response to Incomplete Letter # Revision i __ After Permit Is Issued Planning Division Permit Coordinator No further Review Required DATE: 03.2.4..0 I DUE DATE Not Approved (attach comments) DATE: n Not Applicable LI Pro' t Name/Te nt. J Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Value of Construction: 0 Site Address: t--' -' o .S 122 ,.,ct S\- City State /Zip: \ �,.V. , \4.--- G `c t tc) Tax Parcel Number: 3 i '1' - C1 >•3 t ,-,c -07 P erty Owner: Se A.-1-- C-� E� �Mc ✓\ Pho Phone: e: -7(L t ( In Street Address: City State /Zip: Fax #: Contractor. Phone: Street Address: City State/Zip: Fax #: Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Co P erson: Phone; Stre : • dress: City State/Zip: Fax #: Description of work to be done: c_j)C;,t —/ ( F ketce _ ( ��. C.-r-4•• •.tit'`e. C. C-' ■ .1.� L : - Pre ?-1� \ oc:4 --4-- c, L, i, ,'e \\ 6,k_ \ C %c∎\... V c> , cA,.A_ \-3ti :Si- LI I yp g y ❑ Additi - Single- Family Reside Type of work: J New Single-Family Residence '�tcb ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ,Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: ❑ Sewer ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: \'\\ .\ ,c) sq. ft.•Dwetling Co_A. sir Cc,w\. sq. ft. Covered Deck(s) sq. ft. Garage/Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: \'-1 \ • «) sq. ft. Dwo .- V .C- N-- sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 'For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling _ ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUI . VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 - ' STAFF USE ONLY Project Number: Permit Number: o' -DaiI Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: Additional reviews shall be determined b the Public Works De • artment ❑ Channelization/Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage in Street Use ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous Date application accepted: 3/2 2/0 SFPERMIT.DOC 2/13/97 End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public Size(s): cubic yds. Size(s): Size(s): Est. quantity: gal Schedule: 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: 9/2 7/e/ Application taken by: (initials) BUILDING O 4 ER OR AUT • - IZED AGENT: Signature': t • ` c • J Date: 3 / 2 _ 2 Phon /0 Fax Fax #: r--_ Print name (a -V\,. .._ \ -- e vv‘cv� Address: c Citt - e /Zip: c _ ALL SINGLE - FAMILY RESIDENT ' L PERMIT APPLICATIONS MUST B • UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED B'. . REGISTERED ARCHITECT OR PRL .: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 /fire 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. w 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 0 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. ug O 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. H 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). w 0 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form cn d H -9). I ❑ Foundation plan and details z = ❑ Floor plan w O C. Roof plan j o ❑ Building elevations (all views) o ❑ Building height ❑ Building cross- section ❑ Structural framing plans and details necessary to completely describe construction u- z ❑ Washington State Energy Code Data (Gas /Electric /OII /Propane /Heat Pump) Form H -15 available u) at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. 0 H ® Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z Variance, Shoreline or Tree Permit). ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form 144, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13197 PARCEL NO. 334740 -0365 PROJECT ADDRESS: 4210 S 122nd St., Tukwila LEGAL DESCRIPTION: I.OT 67. BLOCK 2, C.D. HILLMAN'S 'AEADOW GARDENS, ADD# 1, VOL 12, PAGE 64, IN KING COUNTY, WA. 0 5 10 20 PLOT PLAN 1"=- 40 N 80'55'31" E 40.00' IST - PATI EXIST GARAGE 10.0'x23.0' NEW GARAGE --' 12.0'x24.0' EXIST PORCH EXIST COVERED FRONT PORCH EXIST HOUSE 24.0'x36.0' EXIST F CE N 80'55 r40.004 if F•15 ' HCr_i__ APPROX EDGE OF PAVEMENT ow Dg. II 614 ter 1Q2J Ol 'I ] it of S. 122nd St 10.0' BSBL ci ( EXIST S 0 IN 5 ESMT EWER LINE PERMIT': MI97 -0173 N DATE: 11/04/97 (EAST 5.0' OF PROPERTY) II II it II II 20.0' BSBL N 0 16 n 0 0 0 N X In 0 0 N v RrC :D CITY OF rumvu PERM: s .:,N►TFR DCfrC� 0 42.4 -M G1 frenec, s�z2Sf y,.2go p o35 9 ,2/ a s jz2 -sf X 67 8 0 8 4 i � l,d mth r bracts l3at1'crim of di 7 E 468,n ant AR AO6A 91 flue ica Mrzia. ,h/1/ RFC:EfVEO N._ CITY OF T'UKWtLA PERMIT CENTER RECEIVED CITY OF TUKWILA PERMIT CENTI! I • Owner Contractor GENERAL G -1. 07/13/99 The intent of this checklist is to provide a general guideline for building plan review. This checklist is not inclusive to all code requirements, however, it may include more items than a specific set of building plans may encompass. City of Tukwila BUILDING DIVISION RESIDENTIAL CHECKLIST Permit No. D01- dett Date 4- 11-2001 Plans Examineia1615045DICTO Phone No. " THIS CHECKLIST SHALL REMAIN ATTACHED TO THE APPROVED PLANS. PLANS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT AUTHORIZATION FROM THE CITY OFTtWWIL4BUILDING DIVISION. Approved plans are required to be on the job site in a conspicuous place along with the inspection record card until the final building inspection has been made and approved. G -2. V This Agency does not provide engineering and /or design services. Responsibility to assure structural adequacy rests with the building designer. Engineering calculations may be submitted for review in lieu of any structural changes noted on the plans. This list is based on the Washington State Building Code; 1997 Uniform Building Code (UBC), 1997 Uniform Mechanical Code (UMC), 1997 Uniform Plumbing Code (UPC), National Electric Code (NEC), 1997 Washington State Energy Code OA/SEC), 1997 Washington State Ventilation and Indoor Air Quality Code (VIAQ), and City of Municipal Code. Liberties have been taken with Code language for sake of brevity and readability. If exact code text is required, see referenced code sections. 0 O N UJ u . w o u . o w n o ON of w wz co O Page 3 of 24 .. 1:,. F-4. UBC Table 18 -1 -C. Footing /Foundation requirements are: 1 -story — 6" minimum wall width, 6x12 minimum footing size, 12" below grade 2 -story — 8" minimum wall width, 7x15 minimum footing size, 18" below grade 3 -story — 10" minimum wall width, 8x16 minimum footing size, 24" below grade The foundation plate shall be 6" above grade. Interior bearing walls on one story building may be on piers not less than 20 "x20 "x8" thick, or on continuous grade Z beams. F -5. UBC 1402, 1403.6. Anchored veneer shall be supported on footings, v foundations, or non - combustible supports. It shall have an air space between co g veneer and backing, #15 felt, and non - corrosive ties (1 for each 2 sq. ft.) Add w LU weep holes and flashing. . co 0 w F -6. UBC Chapters 16,17,18 & 19. Minimum steel reinforcement. LL LJ � F -7. UBC 1402.4. Foundation walls enclosing basements below finished grade - w Z to be damp proofed. 1 .., p 6 ~ w F -8. / UBC 2306.7. Under floor areas shall be ventilated by approved v N mechanical means or by openings in exterior perimeter walls (equal to 1 sq. ft. S for each 150 sq. ft. of under floor area). Openings shall be located as close to w w corners as practical and arranged to provide cross ventilation on at least two k..() opposite sides. They shall be covered with corrosion- resistant' /4" wire mesh. L- p I li Z U F -9. UBC 2306.3. Crawl space under floor joists or floors without joists shall p be at least 18" and a minimum of 12" to the bottom of girders or shall be of Z pressure treated wood. F -10. UBC 2306.3, UPC 707.10. Under floor shall be provided with an unobstructed access not less than 18 "x24 ". Pipes, ducts, etc., shall not interfere with accessibility. Locate access within 20' of the main plumbing clean - out. F -11. UMC 307.4. Crawl spaces where mechanical equipment is located shall be provided with an access opening large enough to remove the largest piece of equipment, but not less than 30 "x22 ". F -11. WSEC 502.1.6.7. Provide a 6 mil black poly vapor barrier lapped a minimum of 1' at each joint and extend up to the top of footings. 07/13/99 3 Page 11 of 24 RF -7. UBC 2320.12.8. Rafters, trusses, and ceiling joists shall be supported b joists by solid blocking at all bearing points to prevent rotation. RF -11. hurricane ties or approved equal. RF -12. UBC 1508. Roof valley flashing shall not be less than 28 gauge galvanized over a 36" wide 15# underlayment. RF -13. UBC Table 15 -B -2. Spaced sheathing for wood roofs shall be not less than 1 "x4" nominal. When 1 "x4" spaced sheathing is installed at 10 inches on center, additional 1 "x4" must be installed between the sheathing boards. RF -14. UBC 1509. Where roof meets vertical surfaces, minimum 26 gauge corrosion- resistant flashing and counter - flashing shall be provided. RF -15. UBC 1505.1& UMC 307.3. Attic access minimum 22 "x30" or large enough to remove the largest piece of equipment shall be located in a readily accessible location where there is 30 inches or more of head room. 07/13/99 11 RF -8. UBC 2320.12.9. Wood structural panels used for roof sheathing shall be bonded by intermediate or exterior glue. Wood structural panel roof sheathing exposed on underside shall be bonded with exterior glue. a w RF -9. UBC 1605.2.3. Provide anchorage of rafter or trusses to wall with i co 0 0 w J N LL RF -10. UBC 1507.5 & Table 15 -B -1. Composition shingles shall be fastened to w O solidly sheathed roofs and may be installed on slopes as low as 2:12 provided they are self - sealing and are installed on 2 layers or 15# felt. Composition shingles shall be fastened according to the manufacturer's instructions and Table if.1 a 15 -8 -1. w w c o v O — o t w w • O W Z U = o '' z UBC 1507.12 & Table 15 -B -2. Wood shakes may be installed on a slope of not less than 3:12 with 1 layer of 15# felt underlayment. Shakes shall be laid with not less than 18" wide strips of not less than 30# felt between each course. Wood shingles may be installed on a slope of not less than 3:12 with 2 layers of 15# felt underlayment. Ajti Page 12 of 24 RF -16. UBC 1505.3. Ventilation shall be rovided for enclosed attics and n enclosed rafter spaces formed where ceilings are applied directly to the underside of roof. Rafters shall have cross ventilation for each separate space equal to 1/150 of the ventilated area. The opening area may be reduced to 1 /300 provided 50 percent of the ventilation is provided at the soffits or eaves and 50 percent is provided at least 3' above the soffits or eave vents. STAIRWAYS ST -1. ST -2. UBC 1003.3.3.5. Landings shall be provided at the top and bottom of each stairway or stair run. In single family dwellings, private garages, and within individual apartment units, the minimum dimension measured in the direction of travel shall be equal to the width of the stairway and need not exceed 36 inches when the stair has a straight run. ST -3. _ UBC 1003.3.3.6. Stairways in dwelling units shall have a handrail on at least one side, except stairways open on one or more sides shall have handrails provided on the open side(s). Handrails shall be 34" to 38" above the nosing of the tread, shall be continuous the full length of the stairs, and the ends shall be returned to the wall or shall terminate in newel posts or safety terminals. ST -4. UBC 1003.3.3.8.1, 1003.3.3.8.2, 1003.3.3.8.3. Circular, Winding, and Spiral stairways may be used in single family dwellings. These special stairway have varying requirements as set forth in the above code sections. ST -5. UBC 1003.3.3.9. Usable space under stairs shall be lined on the inside with 5/8" Type 'X' gypsum wallboard with no openings. All joints shall be taped and sealed. Provide (2) layers at ceiling area under stairs. ST -6. UBC 708.2.1. Fire blocking shall be provided in concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with the run of stairs if the walls under stairs are unfinished. 07/13/99 UBC 1003.3.3.2, 1003.3.3.3, 1003.3.3.4. Stairways serving an occupant load less than 10 shall have steps with a maximum rise of 8 ", a minimum run of 9 ", a minimum headroom of 6' -8 ", and a minimum width of 36". 12 P ect: a. T fe x.k Type of In i ction• T • . dres • j ; Date cane, S instructions: Me 4 &4o1\ Date wan /. a.m. •:m. Requester ..,:m Phone: ( - - 9 o(Q\ 7W'7'' .1 ...: 1 0 /0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 pproved per applicable codes. COMMENTS: Inspector: i Date: ,---N r E,$47.00 REINSPECTION E REQUIRED. Pri to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call schedule reinspection. Receipt No: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. i: ," oject: " �+� - T e of Ins ection J Y P dress L le D l/fo I Special instructions: Date ted: a m_ IsN Y Requester: T � P t , 7(rL)_ (co, 10 INSPECTION NO. INSPECTION RECORD Retain a copy with fiermit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100,'Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: + / / i ' j Date: � 7.19/ n $47.00 REINSPECTIO l FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' •'ect: i st f' S IC 0 C( T e of Inspection: . L,,e) f1 b e - C( i Elal7a I I ed: i Special instructions: t,..1( -f"t- /M Da wanted: j t a.m. gap R e uester: jr.=` i A" l Phone: �f/ 7 t ' w - C 9 } 2i''^( `,T�'{'!"��'r.i:te!F': k'.t�;;ty"li:ni'a!'i:✓ +_ Inspecto • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100, Tukwila, WA 98188 Approved per applicable codes. COMMENT S: ti INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: PERMIT NO. (206)431 -3670 n $47.0 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: 1 Yt't✓Nt r»f art 4 t (,A , S (r),w1 I e— e (Ap r-r)“ e (f L0 01. 11 1 0v\ - c., y0 vet( 1 t 9 -P t t 1^ y G't ) /1r(}' f' INSPECTION NO. Inspecto(( INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA, 96188 (206)431 -36 Q711701‘ J 1701 ielrtf b ste e - 1)� . C.. A 10 5 ' � Special instructions: PhQn �� l� y bile() (Approved per applicable codes. Corrections required prior to approval. Date: 7 _ 0 _ , 1 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Ty�}e.of Inspection: Date coiled: C r7. ( n1 Address: r~P 10 ` I'D .)-• 5 t ,z , _. / `.i., ! /! Date ntt i 7 1- ,// --' .r , / ..a:... Phone: NNr - • 1ttL --- l Ze L) / "4 r� c �- 9 no_, - j , fir Li r.A.e. .r -e-t A— -• .0 4el'i r'r2 - 5 /. - _' g , r ii -i A- voal'`7 a a ) / Apr --1.--, 0 TO , 7 - c 4'. _ . ject: Ty�}e.of Inspection: Date coiled: C r7. ( n1 Address: r~P 10 ` I'D .)-• 5 t Special instructions: Date ntt 4,M. Requester: Phone: NNr - • 1ttL --- (rte )( INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 (206)431 -367 I 1 Approved per applicable codes. Corrections required prior to approval. El $47. 6 REINSPECTIOf FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. ProV c izzi, 6 Type of Inspectiortf ---e... 1- ' 1 hy°3 Address: 4alo - e .) 1, Da calle . a of Spezia! instructions: fba.40 C.04A /1-(2AX t2.11- 1•06 s @ A .. b v 0(14t3 1 .1 gl t i l t r t t . k f s xzed 4.4.44110,44 Date want A) /Di a.m. • • Reques r: Ph , . ID Oti2V7L0 Li., I 0 /0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)43J-36 COMMENTS: Inspector: , Date: /1 , i 4 71 11.-1 - )'- 0 ) -.„,.. L.....-- i ( 0 $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • ' 'VPY 4 1 7" " '17- c " W Approved per applicable codes. J Corrections required prior to approval. tATtlye Adthess. 4210 Tenant: Type: HVPEPM Parcel #: 7, 3474-036F Print Nome* e ; . L 1.7s A le k ir 4ltkir let Alt*Jr.fr 4, 44 44 44441.**41:44 44 444 444444. 4 4 4 44 444 4 4 44 444 4 4' 4 a :;,4ki•rk Permit Conditions: I. NO chancies wt ll be made the 1 e.obro...eo t% te ErQineer •_1 the Tui.wila 2. Aw, e) insulatif,ns bat:A Flae read Patingl of 2F , .:!f 3 material .ynall .s.howino the fire pel 3. All , :onstruction to be done in con'' With 224 plans and requirement )t h Edition) as amended. Un:fociii C_ode and Washington 1T Ener9y Edtion. 4. Validity of Permit. The is.ivan a c.c. o- Plans, svecfications. and , :omuutarions snail not!' bo C strtted tt be a pecmit t a: Of any 01 the provision-7, :sf bOldinT1 other ordinarce of the luvisdi..7tt NC . ,":1''110 1 : 9ive ciuthority to violate or can this. code shall be valid 5. Electrical permits -shall be obta;ned ;:hr the Washio State Oi.dision of Labor and Indsties and wQri, will b inspected hv tr4, 69e 6. All permits. inspection fe:of ;Ind snail be available at the ich site i or t zrait :yn- truction. These l_Wcuments ar able until final L9:r3 L qr2wri. Tne 9r5inting of tnis permit does presuwe authori rc. V iolate c.r , :ancel the brovi - 4; 2 lccal Law: cegulatin9 constru or th.„? perf :.i9narure; r I hereby certif that I tat: c ead *. Ati;1 with them as .:utlined. All pcovins of lair, and Nrdinaes this wori, will ht complied viith, whetne.' soe<-1fied Addre: 4210 f 122 ST Tenant: 17tatus fiEVFEPM L.00fled Parcel #: 334740-C36S Ci1/1: 44444444444444444444 44 444444444441 k444 4A 4 , 4 4 4 4+ 4 444 4 • I 4A A 4 4 Permit Condition's: 1. Ni_ chan2e1 WI)! be made to the olan: the En2ine•• 3n0 the Tul.wila EuildloQ . An e' bacl in2 mak ial :hal; VI. i Soread Patin!? of 25 oi lel:. and material 2,hall 1 ficcAtl ..:7„hoviin2 the flue cyltioi3 All con:E.truction to be done in c,:onf wIth plans and reouirementz; of the Unif t1997 Edon) a: amended. Unif,:,rm Meohani.:al ':ode (127 and W3shin9ton State Erit Code ;199 Edition), 4. Validiry of Permit. The i:-.3bano.- of a !:. ocy.1.11 olan:, specification. and comoutation :rail not $1trud to be J rhei'mlt 1:or. oc ao any Of any •? the oroviflon: of te or of .in Other ordinance of •ne co-mit1)61 pv0 OttthOrttV tO V ;tt r cao,:el the rhi: code :hall be valid, C. Ele perwit's sh I ba obtained tnri the ', 01..;iion of Labo( and Indu:,triez .t'i al! wort, will be insoected by that 69c- 6. Al! permits. in:,pe.:tion ar.0 aoor,..,vo0 olan ;hall be available at the iob , flte 1,ric,e to the . .Ftar of anv t Tho;Fe document: are to be maintaie0 ar.0 aJail- able until final in:oection ar.A.)rov-3l i. 9. I hereby cectifv that I have ,oad the:e cond;tio: ad will c..‘mi.L with them a:E, outlined. All y f :av; ano c.,(1;1):e thiS worU will be , :omplied With. whether :oecirOJ cc The 2cantini.a of thi.i permit doe' not L) 9ivt- .. to violate Or cancel the Provi.:ionl of re2ulatin9 oonztru or the perfo(manc.e of natore. Print /,. L-Vt fuA PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -084 DATE: 3 -22 -01 PROJECT NAME: BETH BEAMAN SITE ADDRESS: 4210 S 122 ST Original Plan Submittal DEPARTMENTS: Bit in Division th uu� '4 -l1 .0 l Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 3- 27-2001 Complete g Comments: TUES /THURS ROUTING: Please Route Response to Correction Letter # REVIEWER'S INITIALS: yr7.. Fire Prevention Kt& 3 -21-01 Structural Incomplete LI Structural Review Required AMIN APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions SUITE NO: Response to Incomplete Letter Revision # _ After Permit Is Issued n Plannin1ivision 44_ .2;--2.1-01 Permit Coordinator 41 Not Applicable ri No further Review Required C DATE: DUE DATE 4- 24-2001 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Account Code, Deq‘:rioton 000/322.100 BUILVJOG - NONEP.; 000/322.1(.N 3UILDING - 11U2 000/734rJ.E330 PLAN (:Et - VES; 00t)/386.904 VAH I3J TLO(V3 IllaCii;IN6Y: h ***********#*********** 1 *** ***AAOAA.1-4-A4AA*AM*44.9,44tA4:4 CUr OF ru Y,1414. L. 1 414 ** * A * * * * * * * # 4 * * * * 4 ? # 4 . + -A 4 f ;, f # 71 4, 4. 4 ( t I •• 7* I * I I. I 4 4 ,,,, T R Ari'311 1 T Num b (+ r : R 0-1 4) v .4 4 .2 t) in 0 o I+ t, : -4 2: • v., ‘; 4 F ior me n t Method: CHECt Notelic 1,111.1 v:ie 17 —; Ilt - .................____ .... . , ..._ Permit No: VOI-OV4 1-vt: [[PEE h I 101:Ovr I , ,)1 Parcel 0o: 3:34 Lite AddreEb: 4210 S 1:..: E.1 : 44 This, Pio/merit '',....!!".1 loti?t ALL Imt•,: UALitle: ...it) i4 r g Ill 2 D • , 4 , t . o f i r i t A f f . A 0 t O r l i f iTI. • 4 i• • it i s i• 4 A- # k 4 . 4. # # # #. 0 4 i. # 'i # 4. # 1 r :', r * r. t , - - r' # # 4 # # i . 4 7 r D CI i.1 OF F0114(1_14. i4t: ' ',# ;_:,,, i l i r. T § D LIJ 'L i r ti i4t4:314 t r f44.1 A bc?r. 7 110 t ';'0 :3:7: 2 il It f t :. ::"-!...; . i .) 0 : : '' 0 i t I :. ... . rq ? Pi,vilertt Method: 1.:HE( . t ti.c t ; r!ti . 1)E.1 H [LAI tif,: 'I-. : t. • I ::.....1 '— I I" 0 P cr r PI it V, Li 1)01 - ,4 1 ,.' ii . z 1. E. I' LI' PI 1... f. E.t.. r /•)11r 0 ...- 14 (1 : te ktIciri, 4210 ii, i 22 ''..;1 0 Z t si 1 1 0 . 44 Thi- - 1 ' . ti vs n t ! ! . 1 1 o 1 I L t z 4 's .:• ft * i * * * * * * * * is * 1 k * 4 A " 7k. 4. 4 * it - A * 4. 4 4. 4 47 # 4 f+ et 4 t Account tc1? 0 0 0 22 .100 1.1 . PI - C r Do(- • r .6 PosT REATED SIMPSON P846 POST BASE 2 -I4 FA WAY BAR O aC 6 a .^ a y FOUNDATION PLAN 1/4"=1'-0" • EXIST SUPPORTS u/ EXIST GIRDERS AT FRONT OF HOUSE THAT DO NOT INTERFERE w/ NEW TREATED POSTS MAY REMAIN • SEE DETAILS FOR ALL FRAMING ANCHORS •ATTACHMENT OF ANCHORS TO EXIST GIRDERS AND POSTS NOT COMPLETED — ENSURE ALL CAPS AND BASES ARE FULLY NAILED ENERGY CODE (1997 WSECI_ EXIST WALLS AT R -10 279.67 S.F. EXIST CEILING AT R -19 280.00 S.F. EXIST TOTALS. MSTAIB w/ 14 -10d IF EXIST JOIST OCCURS CH UNDER NEW POST. ATTA 1 SQUASH BLOCK EA SIDE, OTHERWISE USE 4x8 OR 3/224 SQUASH LOCKS GIRDER SPLICE AT POST CENTERLINE IF NOT CONTS 4x6 2 SIMPSON AC6 POST CUPS rAC4 AT. 4x4 POST) 2 184 IN BEAM B -i8tl IN POST FM PAD PAM FDN PLAN . CRAWL FIN GRADE POST AND ANCHOR PER DTL AT LEFT CRAWL FlN GRADE CONC PLINTH 27.97 UA 14.72 UA 559.67 S.F. 42.69 UA 0.076 U(avg) NEW WALLS AT R -21.6 530.17 S.F. 24.54 UA NEW CEILING AT R -30 422.92 S.F. 14.10 UA NEW TOTALS 953.09 S.F. ' 38.64 UA 0.041 U(avg) NOTE: DOORS AND WINDOWS OMMITTED AS THEY ARE TO REMAIN UNCHANGED. EXIST WINDOWS ARE 3/4" O.A. DBL- GLAZED. FLOOR OMIITED AS IT TO WILL REMAIN UNCHANGED AT R -19. EXIST WALLS ARE BLOWN -IN CELLULOSE WITH PROBABLE EMPTY CAVITIES. EXIST CEILING IS APPROX 6" BLOWN —IN CELLULOSE. (1) 4 BAR ND K TO PAD BAR - ADD PAD BAR' AS REAM DO NOT REPOSTRON TYP BARS PAD A BAR PE FE PLAN -- � --- TT - - - -- I I I I I I _ I 1 1 I a _ II - - jS I LL I n 2/2 POST .4PGSr AT 12'00, ST EKED MAIN FLOOR 1/4-=1'-0" •ALL WALLS, WINDOWS, AND DOOR ARE EXISTING • REMOVE ALL INTERIOR WALL AND CEILING FINISHES, EXIST' CELLULOSE INSULATION TO EXPOSE 'FRAMING. SAVE INSUL FOR OLD ATTIC' • INSTALL CLG BEAMS, SUPPORTING POSTS, FRAMING ANCHORS PER DRAWINGS • REMOVE EXISTING ROOF BRACING AND FURR DOWN EXIST RFTRS w/ 2x3 HF #2 or BTR. • INSTALL NEW ELECTRICAL PER OWNER AND DO NOT DRILL NEW POSTS, FIRESTOP PENETRATIONS • INSTALL NEW R-13 INSUL IN WALLS AND R -30 RIGID FOIL FACED INSUL IN CLG • COVER WALLS AND CEILING w/ 4 MIL VB • FINISH OUT INTERIOR w/ 1/2" GWB AND TRIM • SEE DETAILS FOR ALL FRAMING ANCHORS • ELECTRICAL SHOWN IS RECOMMENDED. VERIFY FINAL REQUIREMENTS WITH OWNER. • ELECTRICAL CONTRACTOR TO PROVIDE HEAT LOAD CALCULATIONS AND WATTAGE REQUIREMENTS. EXIST DBL rte, TOP PLATE 3/2x4 1047 Wh k %% T L11 AT 12'oo, STA GERED CEILIFJG � - FLOOR PLAN (TRIMMED OUT) REVISIONS NO CHANGES SHALL BE MAT/c1 To' THIS SCOPE OF WORK WITHOUT PM.: 7. K ;OVAL OF TUKWILA BUILDING Div; • NOTE: REV131ON5 WILL REQUIRE A NEW PLAN SUBVITIAL AND MAY INCLUDE ADD1ONAL PLAN REVIEW FEES. NQR �,y :;chi /la I understand that the Plan Check approvals are e subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date ` Permit No 1_ O eF BUILDING SECTION 3/8 " =1' -0" • SEE DETAILS FOR ALL FRAMING ANCHORS • EXIST HOUSE PREVIOUSLY RETROFITTED w/ NEW CONC FDN WALL EXTENSION AND SUPPORTING FRAMING 3/2.4 POST EXIST SUB -FL SgUASH BLOCKS) INSTALL VERTICAL L-PC 4 ----�i —4x6 GIRDER —+ EXIST FL PLATE EXIST SUB ,dc FIN FL E T5 24 °oe —EWER —> TREATED POST 1 2xJ -3/4 EDGE -ALL' MECH. ANCHOR +— NEW 2/204 POST SOUASH BLOCK(S) INSTALL VERTICAL � TOP OF IXISf FDN /— CRAWL ,{ FIN GRADE 2/2x4POST w/ VE ' ' AT 12'ae, STA GERED O WRE APPROX 2 2x4 PO w/ 1Dd', � 12 °oe, STST A �GERED 2/2x LT PLATE / IM 4 OUT) EXIST ROOF SHTG 4 / MIL V0 o/ EXIST 2z4 RFTRS, 24 1x2 CEDAR SPACER STRIP EXIST ROOF SHTG NEW 2x3 FURRI RAFTERS PER cm. TO ,EXIST RAFTERS ' 1/2' AIR SPACE MIL VB 1/2" owe ry 4 LAYERS 1" R -7.2 RECOMMENDED FOR EASE OF INSTALLATION. OTHER THICKNESSES. ALLOWED PROVIDED'. 4" TOTAL INSTALLED. H -.1 .CLIPS R IN EAC RFT INSTALL BEFORE. 2x3 FURR'C EXIST OB TOP PL47 E EXIST 2x4 S7UD EW INSUL FCAAWt F EXIST G ,, NEW POS75SHO N FILE COPY SEW 2x4 CLG JSTS/l1ES, 24 "oc 1z2 EDAR SPACER STRIP 1 EA C SIDE grail RFTR EXI 2x4 RFTRS 24° NEW 2z3 FURRING �� ATTACHED TO EXIST \ FTERS 1 1' -0 EXIST 2x4 STUDS, Woo EXIST WALL SHTG 1/2" AIR SPACE 4 MIL VB 1/2 GOB 3 LAYERS 1 "R -7.2 RECOMMENDED FOR EASE OF INSTALLATION. OTHER THICKNESSES ALLOWED PROVIDED 3 ": TOTAL INSTALLED. INSUL SHALL BE INSTALLED TIGHT AGAINST EXTERIOR SHEATHING VOIDS TO BE FILLED w/ NON— EXPANDING FOAM EXCEPT AT ELEC. OUTLETS, WHERE FBGL SHALL BE USED. 0 WALL SECTION FILE: CUENT BASE: CUSTOM JOB: 022201 DATE: 03/05/01 b I dPretluoed re d I I f t rmatll p SH/DDhereetln hay on, et be resold, 'r Used, r produced, meohanieally or pt In whole or In part, other than may to tontractuelly etlpulotsd: SK/O0 B 2oe.> Beeman Residence 123 Oak St., Bellevue, We, 98005 Foundation Plan Floor Plan Building Section Details g�- OV-OW1 RECEIVED CITY OF TUKWILA PORMITCENTER < 4' -0° 4' -0' 4' -0' 4' -0' ¢ 4'-0 Mk v POST o—C / ENTER ABOVE EXIST GIRDER SPLICE Q a— CENTER gBOVE' FRMG v SIM — EXIST 4x6x 2' GIRDER REPLACE ALL SU EXI / TREA 4x4 POSE RE AS SHOWN /TREATED AS SHOWN e- -EXIST FON WALL CRAWL ! J 6XBZ12' GIRD ALL SU 4x8 POSTS >n N 4 -4 2' -8 1/ '` 4 MIL VB o AIXN D PADS ER n H--' r T�REMAIN �-- H B'_0• Y 4'-7 3/� 4• -4• WALLS ABOVE _ Q NI. NEW PIER a -FACE OF POST -c 4x6x18' FACE OF POST —t1 4z8 PO5T5 TREATED L r H{/1 GI TREATED I L-WALLS GIRDER SPLICE ABOVE 7 OF 4 r 10' AND 6' 0 2- 18"x EA ' � I PIECES USED 2 -�L4 BAR ',EA WAY ,N n I I '' , n r .6 PosT REATED SIMPSON P846 POST BASE 2 -I4 FA WAY BAR O aC 6 a .^ a y FOUNDATION PLAN 1/4"=1'-0" • EXIST SUPPORTS u/ EXIST GIRDERS AT FRONT OF HOUSE THAT DO NOT INTERFERE w/ NEW TREATED POSTS MAY REMAIN • SEE DETAILS FOR ALL FRAMING ANCHORS •ATTACHMENT OF ANCHORS TO EXIST GIRDERS AND POSTS NOT COMPLETED — ENSURE ALL CAPS AND BASES ARE FULLY NAILED ENERGY CODE (1997 WSECI_ EXIST WALLS AT R -10 279.67 S.F. EXIST CEILING AT R -19 280.00 S.F. EXIST TOTALS. MSTAIB w/ 14 -10d IF EXIST JOIST OCCURS CH UNDER NEW POST. ATTA 1 SQUASH BLOCK EA SIDE, OTHERWISE USE 4x8 OR 3/224 SQUASH LOCKS GIRDER SPLICE AT POST CENTERLINE IF NOT CONTS 4x6 2 SIMPSON AC6 POST CUPS rAC4 AT. 4x4 POST) 2 184 IN BEAM B -i8tl IN POST FM PAD PAM FDN PLAN . CRAWL FIN GRADE POST AND ANCHOR PER DTL AT LEFT CRAWL FlN GRADE CONC PLINTH 27.97 UA 14.72 UA 559.67 S.F. 42.69 UA 0.076 U(avg) NEW WALLS AT R -21.6 530.17 S.F. 24.54 UA NEW CEILING AT R -30 422.92 S.F. 14.10 UA NEW TOTALS 953.09 S.F. ' 38.64 UA 0.041 U(avg) NOTE: DOORS AND WINDOWS OMMITTED AS THEY ARE TO REMAIN UNCHANGED. EXIST WINDOWS ARE 3/4" O.A. DBL- GLAZED. FLOOR OMIITED AS IT TO WILL REMAIN UNCHANGED AT R -19. EXIST WALLS ARE BLOWN -IN CELLULOSE WITH PROBABLE EMPTY CAVITIES. EXIST CEILING IS APPROX 6" BLOWN —IN CELLULOSE. (1) 4 BAR ND K TO PAD BAR - ADD PAD BAR' AS REAM DO NOT REPOSTRON TYP BARS PAD A BAR PE FE PLAN -- � --- TT - - - -- I I I I I I _ I 1 1 I a _ II - - jS I LL I n 2/2 POST .4PGSr AT 12'00, ST EKED MAIN FLOOR 1/4-=1'-0" •ALL WALLS, WINDOWS, AND DOOR ARE EXISTING • REMOVE ALL INTERIOR WALL AND CEILING FINISHES, EXIST' CELLULOSE INSULATION TO EXPOSE 'FRAMING. SAVE INSUL FOR OLD ATTIC' • INSTALL CLG BEAMS, SUPPORTING POSTS, FRAMING ANCHORS PER DRAWINGS • REMOVE EXISTING ROOF BRACING AND FURR DOWN EXIST RFTRS w/ 2x3 HF #2 or BTR. • INSTALL NEW ELECTRICAL PER OWNER AND DO NOT DRILL NEW POSTS, FIRESTOP PENETRATIONS • INSTALL NEW R-13 INSUL IN WALLS AND R -30 RIGID FOIL FACED INSUL IN CLG • COVER WALLS AND CEILING w/ 4 MIL VB • FINISH OUT INTERIOR w/ 1/2" GWB AND TRIM • SEE DETAILS FOR ALL FRAMING ANCHORS • ELECTRICAL SHOWN IS RECOMMENDED. VERIFY FINAL REQUIREMENTS WITH OWNER. • ELECTRICAL CONTRACTOR TO PROVIDE HEAT LOAD CALCULATIONS AND WATTAGE REQUIREMENTS. EXIST DBL rte, TOP PLATE 3/2x4 1047 Wh k %% T L11 AT 12'oo, STA GERED CEILIFJG � - FLOOR PLAN (TRIMMED OUT) REVISIONS NO CHANGES SHALL BE MAT/c1 To' THIS SCOPE OF WORK WITHOUT PM.: 7. K ;OVAL OF TUKWILA BUILDING Div; • NOTE: REV131ON5 WILL REQUIRE A NEW PLAN SUBVITIAL AND MAY INCLUDE ADD1ONAL PLAN REVIEW FEES. NQR �,y :;chi /la I understand that the Plan Check approvals are e subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date ` Permit No 1_ O eF BUILDING SECTION 3/8 " =1' -0" • SEE DETAILS FOR ALL FRAMING ANCHORS • EXIST HOUSE PREVIOUSLY RETROFITTED w/ NEW CONC FDN WALL EXTENSION AND SUPPORTING FRAMING 3/2.4 POST EXIST SUB -FL SgUASH BLOCKS) INSTALL VERTICAL L-PC 4 ----�i —4x6 GIRDER —+ EXIST FL PLATE EXIST SUB ,dc FIN FL E T5 24 °oe —EWER —> TREATED POST 1 2xJ -3/4 EDGE -ALL' MECH. ANCHOR +— NEW 2/204 POST SOUASH BLOCK(S) INSTALL VERTICAL � TOP OF IXISf FDN /— CRAWL ,{ FIN GRADE 2/2x4POST w/ VE ' ' AT 12'ae, STA GERED O WRE APPROX 2 2x4 PO w/ 1Dd', � 12 °oe, STST A �GERED 2/2x LT PLATE / IM 4 OUT) EXIST ROOF SHTG 4 / MIL V0 o/ EXIST 2z4 RFTRS, 24 1x2 CEDAR SPACER STRIP EXIST ROOF SHTG NEW 2x3 FURRI RAFTERS PER cm. TO ,EXIST RAFTERS ' 1/2' AIR SPACE MIL VB 1/2" owe ry 4 LAYERS 1" R -7.2 RECOMMENDED FOR EASE OF INSTALLATION. OTHER THICKNESSES. ALLOWED PROVIDED'. 4" TOTAL INSTALLED. H -.1 .CLIPS R IN EAC RFT INSTALL BEFORE. 2x3 FURR'C EXIST OB TOP PL47 E EXIST 2x4 S7UD EW INSUL FCAAWt F EXIST G ,, NEW POS75SHO N FILE COPY SEW 2x4 CLG JSTS/l1ES, 24 "oc 1z2 EDAR SPACER STRIP 1 EA C SIDE grail RFTR EXI 2x4 RFTRS 24° NEW 2z3 FURRING �� ATTACHED TO EXIST \ FTERS 1 1' -0 EXIST 2x4 STUDS, Woo EXIST WALL SHTG 1/2" AIR SPACE 4 MIL VB 1/2 GOB 3 LAYERS 1 "R -7.2 RECOMMENDED FOR EASE OF INSTALLATION. OTHER THICKNESSES ALLOWED PROVIDED 3 ": TOTAL INSTALLED. INSUL SHALL BE INSTALLED TIGHT AGAINST EXTERIOR SHEATHING VOIDS TO BE FILLED w/ NON— EXPANDING FOAM EXCEPT AT ELEC. OUTLETS, WHERE FBGL SHALL BE USED. 0 WALL SECTION FILE: CUENT BASE: CUSTOM JOB: 022201 DATE: 03/05/01 b I dPretluoed re d I I f t rmatll p SH/DDhereetln hay on, et be resold, 'r Used, r produced, meohanieally or pt In whole or In part, other than may to tontractuelly etlpulotsd: SK/O0 B 2oe.> Beeman Residence 123 Oak St., Bellevue, We, 98005 Foundation Plan Floor Plan Building Section Details g�- OV-OW1 RECEIVED CITY OF TUKWILA PORMITCENTER