Loading...
HomeMy WebLinkAboutPermit D01-230 - RAM SHORT PLAT - LOT 3SINGH RESIDENCE LOT 3 13417 48 AV S D01 -230 Parcel No.: 2613200022 Address: 13417 48 AV S TUKW Suite No: Tenant: Name: RAM SHORT PLAT - LOT #3 Address: Owner: Name: RAM SANTOKH Address: 4241 S 182 ST, SEA TAC WA Contact Person: Name: HARRY SINGH Address: 222 S 152 ST, #22, SEATTLE WA Contractor: Name: H S HOMES & DEVELOPMENT INC Address: 224 S 152 ST #45, BURIEN WA Contractor License No: HSHOMDI043D7 Public Works Activities: Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2,388 SQ FT SINGLE FAMILY RESIDENCE, 400 SQ FT ATTACHED GARAGE AND 40 SQ FT OF COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: STORM DRAINAGE AND LAND ALTERING. Value of Construction: $213,628.40 Fees Collected: $2,814.55 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of ConStruction: Occupancy per UBC: 0007 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 116 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Private: N Private: N ** Continued Next Page ** D01 -230 Permit Number: D01 -230 Issue Date: 12/11/2001 Permit Expires On: 06/09/2002 Phone: 206 243 -3023 Phone: 206 - 261 -7657 Phone: (206)261 -7657 Expiration Date: 12/04/2003 Public: N Public: N Printed: 12 -11 -2001 fi Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Signature: / " ` r/ 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 perfoi nce of work. I am authorized to sign and obtain this development permit. //43212 11.4 /-1 Date: Date: /2/b 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. D01 -230 Printed: 12 -11 -2001 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2613200022 Address: 13417 48 AV S TUKW Suite No: Tenant: RAM SHORT PLAT - LOT #3 doc: Conditions PERMIT CONDITIONS 1: The Land Altering Permit fee is based upon an estimated 116 cy of cut. The plans show no fill onsite. 2: * ** Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 3: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 4: 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). 5: 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). 6: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any°violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 7: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 8: All mechanical work shall be under separate permit issued by the City of Tukwila. 9: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 12: For short plat development (four single family homes or less), hydrants shallbe placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 13: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 14: In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrants exceeds 250 feet. 15: Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 17: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 18: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) D01 -230 Permit Number: D01 -230 Status: ISSUED Applied Date: 07/31/2001 Issue Date: 12/11/2001 Printed: 12 -11 -2001 19: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 20: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 21: THESE PLANS WERE REVIEWED BY INSPECTOR 510. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. 22: 23: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 24: Contractor shall notify Public Works Utility Inspector at 206 - 433 -0179 of commencement and completion of work at 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 five feet. 26: FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. IMMEDIATELY FOLLOWING STORMS. 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. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 //V g iNJ D01 -230 Date: (Z . / Printed: 12 -11 -2001 Project Name/Te nt: ' f 7 wt./ "3 Siam 41� it/ �3 � - /o55gerow7 Value of Co n r c ti � � e� Site Address: ! City State/Zip: v p Tax Parcel Number 26/324 -- OZG -d/ Property Owner: � 4 0e) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Phone: Street Address: , z2 -2- A . /s'z SA 7 .t2= t qe City State /Zip: , q w'42- F: ct -- t'I 3 Fax # 2e6- Contractor: �'l , — (67) .e,./9(. / A/<, Phone: 266 -26'/- 76S Street City State /Zip: 2i& s j &, - / Z q 22 ol'f4irlfcj�1T'ti Fax #: 2e6 / 39 Architect: 'Vie AM MfE, 0 si /J 4-i■p / - v Phone: 253 --770 •`3` cA Z Street Address: City Sate /Zip: Fax #: Engineer: . Z 7 ANC' G TYiPiP /' Phone: 2-5E— 56 g `7 G'9 t Street Address: City State /Zip: Fax #: Contact Person: Phone: Street Address: > � City State /Zip: Fax #: 2A6 — E-W4 —f34 Description of work to be done: ' i', 11' 5 I ;: &Mil 7 /t - L- -. /3e21\i'C- - Type of work: New Single - Family Residence ❑ Addition - Single - Family Residence Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure* ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) Deck(s) - Covered & Uncovered ❑ Residential Reroof / D Is this site served by: 154 Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: Z 3 +(3 /G ( ft. Dwelling 1-- 16 sq. ft. Covered Deck(s) 4 0e) 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) -5 4 V *For NI Accessory dwelling, provide the following: 9 .52-- Lot area 3 � 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. Date application accepted: -� / -D CITY OF TUKWI LA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SFPERMIT.DOC 2/13/97 ApplicptiwgJ not be accepted through the mail or facsimile. . Date application expires: 1 3/- D..R R STAFF USE ONLY Project Number: Permit Number: 23v Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shell be determined by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone in Moving an Oversized Load: ❑ Sanitary Side Sewer #: ❑ Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public Size(s): 0 Fill cubic yds. ❑ Storm Drainage El Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Unifo1m Building Code (current edition). No application shall be extended more than once. Application taken by; (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWN OR AUTHORI AGENT: Signature: Date: Print name: !,'# I ', Phone: Fax it: Address: City /State /Zip: ALL SINGLE - FAMILY RESIDENT! EMT APPLICATIONS MUST gE !TIED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ El Copy of recorded Legal Description from King County ❑ El 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. El El Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ El King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: El ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location - driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). Foundation plan and details Floor plan Roof plan Building elevations (all views) Building height Building cross - section Structural framing plans and details necessary to completely describe construction Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. El ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SI'I'ERMIT.DOC 2/13/97 "2224X224322 -� - z ,,_ ..,w.._T. ,. ;.Y..wrx.•,.. * k * *k: * *.A E *; t** *i * *A*.A *:fi*.' * * *A *hA A * :4'.,t t•4:A *k :k* *A *k *kI t* 1. *A * *A * t* t.�t *.4 *A* 4:t**A * *A **A *A ** **1k *h* **A* Fti� i�Xl �tuntb r « :80100 74. AmoLLnt:. 554,;94 137/31/0.1 1811Qt, ym`ent 4ieth:od 'li5 .'HOMES 'a DEVLO In i t « : 5A5 Tvpe DEV.PER!=1 DEVELOPMENT :PEltnl:t7:: rce1 Vitae . 261320-0026 . A d d r c «.''1.31 T.o.ta1 F €.es. .111413.19' • T Pavment': 0,3:4',;:9, Tcita1.. ALL Pints « :551.94 E3a1 « 858, :25' ,t4c ki :* 4,•* ,1i* • *• A * 4r * ,n* .t;4,• 4 , * * * .k,4,4,•va,5tiiel:A * ** n * * * ,k* r ccDun' :Codr.4. 1 i5,r' ►" i P:i -'io..n Amount ► t}:Q. /34 r,E# 00 t?LA C FIECII,.. RES. 554..'4 z Q ,. J • U; U 0 ' ; (0 0 W =' Receipt No R010001532 Payment Amount: 2,259.61 W 0 Initials: SKS Payment Date: 12/11/2001 01:31 PM Q. User ID: 1165 Balance: $0.00 =. � W ' Z 0 . z F Parcel No.: 2613200022 Address: 13417 48 AV S TUKW Suite No: Applicant: Payee: H. S. HOMES AND DEVELOPMENT INC TRANSACTION LIST: Payment Check 3184 ACCOUNT ITEM LIST: doc: Receipt 04%) City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RAM SHORT PLAT - LOT #3 Current Pmts Amount .BUILDING - RES INSP FEE - STORM DRAIN LAND ALTERING PERMIT FEE LAND ALTERING PLAN CHECK PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT Type Method Description Description Account Code 000/322.100 412/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 Permit Number: D01 -230 Status: APPROVED Applied Date: 07/31/2001 Issue Date: 2,259.61 1, 632.15 15.00 54.50 37.50 505.96 10.00 4.50 Total: 2,259.61 1632 12/12 9716 TOTAL 6962.140 Printed: 12 -11 -2001 Parcel No 2613200022 Permit Number: D01-230 6 = 1 Address: 13417 48 AV S TUKW Status: ISSUED 0 0 ' Suite No: Applied Date: 07/31/2001 . co o Applicant: RAM SHORT PLAT - LOT #3 Issue Date: 12/11/2001 w I, JIB N uw 0 ' 2 �r " Receipt No.: R03 -00905 Payment Amount: 194.04 ga 5 ; LL. Q Initials: SKS Payment Date: 07/28/2003 11:51 AM _ User ID: 1165 Balance: $0.00 1. '' _ . Z I- ►- O Z F- w LU Payee: H. S. HOMES AND DEVELOPMENT INC m 0 iC1 F TRANSACTION LIST: w w I V Type Method Description Amount H _: O Payment Check 3930 194.04 Z N • 0 Z. ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - RES 000/322.100 PLAN CHECK - RES 000/345.830 RECEIPT Account Code Current Pmts 117.60 76.44 Total: 194.04 0869 07/29 9'716 TO T'AL 194.04 Printed: 07 -28 -2003 PG(i ct: 3 L 1 1t+ _ ) 01, Type of InspectiatiL. a , Address: ' 8 � � 1 c i � e Called: � / f C/ Special Instructions: I U (" Date Wanted: a.m. Requester: _ _ Phone-No: � Lv I S 2 0LA — 7Le . . AA 1 ; 15 .M'Su}V�'ys. "'ki�'su0� isIts .i4i#0;;4 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ..— ....tip._. -• ., Approved per applicable codes. U Corrections required prior to approval. $47.00'REINSP \ ECTION F(REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter :lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prot: K47, %)/ Ail--- Type of Inspection: Addr .,g4 V? ," a te Calle : ions: Spe Instruc ions: Date Wanted: --- 7...._ .") • !. p.m Requester: Phone No: .., " INSPECTION RECORD Retain a copy with permit /6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 V Approved per applicable codes. Corrections required prior to approval. COMMENTS) -") ,00,,k_ ''f / ‘e.A, 4 ?-2- I e to, .z.C(/ ,4241-k ,q J y)/e/517 1r 41 112...12, ( ri $ 7.00 REINSP ION EE REQUIRED. Prior to inspection, fee must be I-1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • ' ' "TY••■!. "••• •/. •,,,4. • . 7 • iAtitWalaww.X.Mid. 161111j.i.V:4: . 031-2-30 ■.; , . . • , P.A■at.; *. 'tv..%•,-.144Z4W '• ,44:14140.1.•k' Project: /,, _ Type of , J � J 7 d. E 1 `./ Spec al t nstr tions: / Date Wanted: a.rp. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 14 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $47. 0 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ii2V PERMIT Project: r/ 5AA Type of Inspect /t IsX� /7 Address: � �. Date Calle Special Instructions: Date Wanted: a.m. 7 2 9»-.o J iv Requester: Phone No: • • 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. COMMENTS: El $47.00 REINSPECfiION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: av--2,3o PERMIT • , El Corrections required prior to approval. •• ' bra': f:::3:"�'.��lJ�,'+���na::.�i.` , ,i , " +`M.''4 ,ii;,,Ui;iv "4'144.1:4 Z ~ W 6 —J C.) U0 N 0 . (o w WI : J � CO W W 0 1Q HW Z F`. I- Z I- U 0 0- : 0f— • W H U rJ' O t .. Z H � Z Project: / rifiAg7 P...54491 IC?/ Type of Inspection: i i > Address: i 1 Date Called: ' Special strOns: t) ate Wanted: a.m. Requester: Phone No: j - .".n."" , COMMENTS: INSPECTION RECORD Retain a copy with permit „ PER INSPE • NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)4 1 9S Date: 1-111 $4 7.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 670 Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: • Z re 2 6 -.I C.) 00 (n 0 co 111 11i' 1.- U) u i 0 u.. D. a uj I- I Z 1-0 Z V- W ui 0 0 — LU LU C3 I- I 0 1 -- L - 0 w I= I 01— Project: r 7 ct on Shor-\ R(c+ 4 Tyne of Inspection: T 4 . t), lc.t` t90 a tp(� Address: i ) ' A S Date Cal ,-' . i (�3 ' Special Instructions: ; It .. le` S,51 ire,. q l M '( Date W to : J � ( J r a . n. .m: Reques e( Hck. itVt l Phon QVt_ Otto; 2 7 1 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. 0 Corrections required prior to approval. COMMENTS: Inspec Date; 1 / $4 .00 REINSPECTION FEE REQUIRED. iior to inspection, fee must be p. d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R- -ipt No.: Date: kW.i3aCC:L�� ^, -4 ,Y'6w..a rNti�E:i'T.a�l �3Y� •t' • , '..• �� � � Protect: '� rt m S►1()r'-I P(n i � Type of lea specti n: � _ nSi,t k o VI T Ai g s Date Cal , ) ( `t /(). ' Special Instructions: Date Wa d• a.m. f( poS51 1 ; 2 e.... Requ ter: rift of l V i'% 1t p ✓t -40J0 C ) ( --- C ) ( --- Phone o : . -Ft.+ �� r1U- C.C (Wfyn - ',?(01 - 7(E 7 3St Kpproved per applicable codes. \3 : INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Corrections required prior to approval. COMMENTS: L `' W SJ t ti (An — a► p �4 v 0 \l e �S4iC ki�) nnr �GJV`� ef- vv, ta 1I���1 F . Qor frN Y• ��jnve CA er Date: 7 03 $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: �. j/ Mhi �.l r /�� • 3 Type of Ins ection: -rr, iry Address: Called: Sp al Instructions: ,)/1:(k' : . • ' be._ Date Wan a.m. Requester: flzirr Phone Np �Z. INSPECTION 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 M Corrections required prior to approval. COMMENTS: ( \ C OrrNl A CA.Pge, 8rvN, cJ`Q�p.D Y Inspe 0 REINSPECTION FEE R UIRED. Prior inspection, fee must be at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. Rec ' pt No.: Date: — 1 ' Date: A •JP's r; ;..ra- . .,f.`f. •Yn 'ai1�'1 iK.4 is ��r� ' :.l 3'. +r,• . rf • :+i`x:;l ",.:iya:Crii " sup ?i�Y Z Z law 2 J U 00 W= W 0 . u. Q d I- W F" _. Z1` z0 ILI p . U :❑1- W W U; . tL f- 0 Z W : z Projec . Si Type W\ i `G . of Inspection: Addr ss: '.. e 1 - ;)-0 - 7 H g 4,s Date Called: Special Instructions: 1 Date Wanted: a.m. p.m. Requester: tlatrr\ Phone No I \ 1.41.4ere' :1 (IV ' INSPECTION RECORD Retain • \ ,copy with permit 1 3 INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1 -3670 Approved pei'-applicable codes. orrections required prior to approval. COMMENTS: hc°G s t t A-e uJct, v4 11 - Tcli+Pvy\ ,.s L o c I be .e&- G i)-`( �C 6o s ss h, l' ros __ V G r t .` 005 ( C 4 t/ h - 2 (47-1 Icy 1 cij7 f roved Inspector: Date: a j� ) 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: } COMMENTS: i ) v1 .9( 1 401 rit o (.... ) c28. c e )r re., • 0\0441" 11N LA ) VIA r aa tro s 11 >c. ' A , v-e• vvt"i +- cA viNel c,c4 ( - C - Oir I IfIS I O-PC:i 10 • '23...) -- 11,;c, -?-flvvvii - k — k ci 5 se . 5 ow-ed Special Instructions: (14L.e.- ms -Liou. --c-cdv- ''D....,-oki`i `10.e. *s. Z IONCmi Cl-e, rec-ekft- (A.);.-sr-k. iv\spec,1101. Phope No: 7-ele-1 '.7 .) VVe -WOCA4... toOOM SO c-c( + 61 41. f sou l C & c \ - - I A ) C 4 a ; , ( . \04 e l/v1 to Wt 1-‘) \ c")Ocki- S \ Si viu p c <-100" - Poo r 40 - Ps ( utAr OK i VVA ' $4ir 1 0 \cA tz• too Sf'tnevevv 0. -, ) CX 5 1 ( or. .itk.A. , 'i V r V A 4-0 141 or' p . iftw iAr e....sf.;7— TY4.9 Inspection 4/ fir) Address: /3///7 y r Aij,_5 Date Called: Special Instructions: (14L.e.- ms -Liou. Date Wanted: 3 -/r-e.2.3 . Request r: Phope No: ( 24°W--- Z5 7 ar I I INSPECTION RECORD Retain copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved pii• applicable codes. c orrections required prior to approval. A Inspector:;g V J Date: $47.00 REINSPECTION FEE REQUIRED. Prior? inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. to schedule reinspection. Receipt No.: Date: • , • - ,• • •••• . 4 `c.i4P.5)Wai.V• '400,1140010,414 " Project: \ 1 Type of Inspection . rra WI 1 i1 1 Ad ress: Date Called: Special Instructions: Date Wanted: a.m. p.m• Requester: 1 0 44 P c off{- 1 -edt" C_ u-A o LA S Phone No ✓'1 U 0 S fa4- 01-, 5 COMMENTS: 1 l � 0 . k ire Cnv1 ln I o" o . - c w\s a.+ Alt CL'(kS `- rc+ S Olt Ida lerv,9 , p1 t r.e S \lair 1 au . 'Urci -V∎ 1vo-, :).) 5-i - rot C4( rc).SS *(,( CI in U h'l 1 0 44 P c off{- 1 -edt" C_ u-A o LA S ✓'1 U 0 S fa4- 01-, 5 Ct. < • ) or L (h kv\ t eetk s (n lr f r I tAA-e ir A )0 -kV' Pil 1 �)P \eY — , r - - To,e, t c Kuuse nn c - � c 4 " - -P r Gh r 0 e t (V4As 2'r4 i( 0 v,d G ` 1 l i �eo.,! 70p -n\ A 3W e-w ,ctiv jt.., -5 Approved per applicable codes. ' INSPE R ECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWI BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ;Corrections required prior to approval. OC1 r - ra C C U. i . OnVI f� , P ICI G Inspecto . Date: ' ` 1 _ D E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectio eceipt No.; .. \Oo r 3 o 14' 11v e,,st s I C ,e..- Date: 1 \V) 'PO %7 11- .4tt;i SV-'�- - ,y�FJA6 i j71fIt L'P:N��J ;swW.,!.!i' ���. `r n r: 1 u F'.:lY t1tt .i d. w. t: h#.:', �$ iYd: T '.Y:,��.- . �.�'n:r:3..'v:it�:"': i�o. ".:1�`.;i.i •i« Y\ COMMENTS: LI 'V re for kik , K - ' • . : 1 : - 1 01 • Sk)le;14" revCtok . A\ 40 ) " .0 *•% s a % vi \D°" \ "4-ead h .. •1 e0 1 MCI (-Irk. g. ,ac Q.,- " ( 3 trrAuuk . • ' c e Ar..1 1 kv.p..err_5 c4 r. wl C-PA c k 4 ; t s TyAr - , 1 k ' n-PG1rk Kc I A.)ok 1 I ‘ 4(')u■A(44A-■ o v\ , 0 v‘r,,L 0 v- ) t -\ mki 4-. ' \ Y ' G er M4 a y ■ r 4 1 L--- t . . ‘r-Pc i 1-4-echate,■ r ex\ r 0‘ ) r4A -■ Net (keyp re.) 0 a . 1 JA ) Ay = AAave. \.,ri-k .., 4-e pv, s c 0 vo' so I 494- aliDgA A 0 v\ : c \ -\--‹. toil- vve.,,--v, -Air IAA t ht. kinSreekv Projat: (-- t M/PI 0/ 447" Type of Inspection: F;e4-to /4/ 6 A / d 3 dr j es 1 5/1-/Vs ter Date Called: Special Instructions: _aii Z. 4. pielee ( 4 - ) /0 -1? _0 inht) • ....a e_..9. 3 ‘,. Date Wanted: --- da.m. P. I. Requester: Phone N0: (e%b ) — 7 .6 • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. • NI Corrections required prior to approval. Inspector: Date: s--o2 $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: ' Pr � ct: k m sziener z i4 Typ f Inspection: c' p Amp' . /Ai Address: Lo ri /-// If My s , Date Called: /0 -/y --/1 Special Instructions: Date Wanted: a.m. Request u: , — 7 - - - `gig P . Phon No: INS CTION RE Retain a copy With permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 InspectorR- QC 1 1 pproved per applicable codes. Corrections required prior to approval. Date: 10 L S _ o • COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: %" ?aat :ab2t..`f ' ": =3 n'`�tt y t; f S ° t e C r`w •'.i.� 1 La +oi*. Ls:.r.^ri1iv.. Project:. r . A M ,S p' L f 3 Type of Inspection: C 4a,, - c.- Address: /.?Z/7 7 .. /c ./d 5 Date Called: �= e 8 z Special Instructions: t. Date Wanted: 9- .5 -pZ & 1 Requester: • z . z4--e-- ,..r....—.6„ Phone No: czoc) 26/_ 76.57 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tia Approved- per.. applicable codes Corrections required prior to approval. COMMENTS: 'i':: xr;E • /?�,r /!✓) Gam, l 41 $47.00 REINSPECTIOIYFEE REQUIRED. Prior to inspection, fee must be paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . •, _.?iukJ • .: ��:= u.Sils.. 7+*t,. . U�..: '« S:T• +Lh�t#`:�i:i= JwS�•i'srili� :•t..,..i:�1�. .: . i -z30 PE T NO. 206)431 -3670 z a mo W re 2 0 WI J I - N u- W O N d = W H =. Z h- O Z t— 1.0 ut • p U N • CI l— W W I u. O W U I O I z 1 A rt- 2 P14, 3 Typ�e,of Inspection: A res M I • S 4 j ^7 Date cal led: r WO peci l instructions: Date wante a.m. Requester Phon / • / INSPECTION • RECORD • Retain ` a : copy `.with permit INSPECTION NO ITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd; #100, Tukwila, WA 98188 Approved per applicable codes. n Cor required prior to approval C OMMENTS: errk $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: iii1 uT $Ll.•.rn•7Ybar .:34V 44.'riaJ taGt4.- :62%1V .ut6 �1:fic.. ag.'4 ?,.il+.i! t;l`!.i4:;i4 ?:',4Si+niM iii•dI:4:; Y: +>� >.+ Project. i j C ,�' J " c.��Ort ��ct� Type of Inspection. FO a. io.•.alA Address: . 17 J-- rE )4) S called: 1 — �� - 0 Special instructions: Date wanted: /" 1- 1) -- ` . - Requester: G ni Phone: _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit O 1 230 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: r cipproit-L CIP4e4 i re! ki i roc., vnQAe lr . Wol Inspect IP Date: 1 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 91 1 �'','�+ -�: },�•M L''i. Cf /....in..t0.ii'a.. �l •'�� A + " ",::±5u1�a.2n`r i.�i,:4wi!�t*'Sti'N;��'�i:!kJc�. Kite n ".Y:ifil111ti1.. Lid .ixiivFwr:F�t(d3�+�2�Si�t��Ye INSPECTION RECORD Retain a copy with permit INSPECTION NO. C ITY.OF TUKWILA BUILDING DIVISION 6300Southcenter "Blvd, #100, Tukwila, WA 98188 PERMIT NO. 4r (206)431(206)431 - 3670 sa Approved per applicable codes. Corrections required prior to approval. COMMENTS• tC!.� rC t ■c koi 5 (( '.. nra�A ' C tfr -ti ►n j 4 Ar fr- J\G IAEA -P Irispectori ",, Date: 1 2 + 0 y $47.00;REINSPECTION HE REQUIRED. Prior to inspection, fee must be paid at"6300 "Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO : - • . CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ry,k 2 PERMIT NO. (206)431-3670 Prspiec 3 Special instructions: Type o Inspection: Nr\ da:\ ko,‘ V'OCYC‘ Date called: a-- Date wanted: \ Requester: A—UV \C Phone: Appro ved per applicable codes. 11 Corrections required prior to approval. COMMENTS: VQ:Ake r (ivy\ v\c rye er • • • • 4iNv\Str Inspedor: Date: u _ jo „.... 0 . $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 'at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: _S 1 • ; '41;e0,;,11 •Jek:,-;;A:CC,,A. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ! I 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. roject:' y •+ 3 A-k/ S _Ndd 'Special instructions: Tr c 1/4 bate called: / Da ed; Req qe er. k r 7165 (206)431-3670 ApPrOved' per:applicable codes. Corrections required prior to approval. „, ( / I f . „,, ..r y--. t frl,n j, -,,,, ,) .,•,....• - i 1 :,:'„-Y;!,:':-,'. . ' '-‘. ' ' ' t >./ e I 1....# ;>:--r i - /1-, el-1,2) i--.4 ..-9!..1 14 '7449,, I gOMMENTS: • ••••• , ••*, , • • 77a.; 4.--Oes Date: 127/1 - Dt „ $47.00 REINSPECTIO'N fEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • A.-J1s.'440.14•Akit:4 ,- ; - 1' :V444.411'4"./4444.'2 " .4■1414..l n •ZOL-TVC44 : :•VO.:...1:4 , 4U1 4, 4. C: 10 ' 10.6 1 A:. 10.2443. COMMENTS: .. Ty tre) \ A C\-9 . s o; 1 ( „ ..,r) v hpPr5 .r,:...,, Date called: o. a of wp r, 0 %re) c>s41 1r Date wanted: f f /01 toece4 , •CI' ■I4 .,' ,--.- CO lb ,s61 • 73- 7PrO■i • S o; S € Aq, • rilot9 r . or el (2n 2..ce , - Aps-7 (Y 400%A CLA 0 Y‘ S rl i 1 • - L OLL/e r IA o .4>a+ , - . . ok.).e..,' -A-r--) IS” 1 iouti i ,, , $4- t In 9 r4 ( r ..e..-1 • i ..) .gf' imp U-C. Ja -1---p r \)ci v ) ou 1 Pro -. i ( .."-ort \-1/ 0 - . . Ty : of Insp- t o' ? EC A gf. "Eta A 'Oh .14 IN SS: i l t-I tr ( 1 8:!',4(n2 C, Date called: o. a of -Special instruc ions: Date wanted: f f /01 toece4 , Reque t r: (2n 2..ce , - Aps-7 z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100 Tukwila WA 98.188 AA D 2:3 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: j Date: a Receipt No: Date: — I • Inspector, INSPECTION NO • CITY. OF:TUKWILA BUILDING DIVISION .'6300`Southcenter Blvd, #100, Tukwila, WA 9818 mg ,Approve d per: applicable codes. INSPECTION RECORD Retain a copy with permit WI- 230 PERMIT NO. (206)431 -3670 res Specia1 instructions: ' Type.of : Inspe tlo r�ln 4ICM F00 1 < Date called: Date wanted: Requester: +AO r\./ Phone: Corrections required prior to approval. 'COMMEN a 1 6 soy vr\J r-G u� red -� e> 2 0 `0 0 l 1 rn VA Date: l 1.1 0 47.00 REINI FEE REQUIRED. Prior to inspection, fee must be paid 'at 6300 Southcenter.Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type o Inspection: hon io I downspout ConnPc S Address: 1 484 Ave S Date CaIIe 7- 2)-03 Special. Instructions: (ris� ) Date Wanted: - 03 a.m. Requester:.. . .r>rc MS doln D.S. f- . -fiz 50 c ) (& . 7 // CA' L-o-t l 6!) ! <k,o6Jkl cnt ILA. C h "j ter' r L �►r, `t.M J I • 64-1 ;(.s tr,- 3 .±e p . . ?/ L3 1)3 L..e �1 .1 i) • S. . --r/ :, } ccv Ps ( ) -lb4 • 7h) LA cs:JA Project: . t Short P/at OV� J Type o Inspection: hon io I downspout ConnPc S Address: 1 484 Ave S Date CaIIe 7- 2)-03 Special. Instructions: (ris� ) Date Wanted: - 03 a.m. Requester:.. . .r>rc MS doln Phone No: 253 -26/ ...1./5.74 574 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. Inspector: Date: r $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: DO I- 2.30 Corrections required prior to`pproval. j A a„ = } • isciS • 1.4 ) >a: G "nay; S{ Z . • H W ec 0 0. • W= CO W J u_ ?. • = W Z H• ZO 0 O— OH WW H -- z . 0 O 1—* Z P 'ct: 5h 0 0 Pia- J- ..3 Type of I pe ti PO ( ncc Ad I t in lie 41eS Date Called: 0 /a /o.3 Special Instructions: � 0 6.. /Y) � II lc- S-S Date Wanted: , a.ni' Request er• Phone No: c?6L -a(..,- 7 7 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 E Approved per applicable codes. 7/ rA COMMENTS: 403 6-twQ, I (Apo-4_4 y Corrections'required prior to approval. Inspector: Date: -7( -1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: k r,�!.3aiu;xi Sprinklers: 'Fire Alarm: Hood & Duct: Halon : Monitor: Pre -Fire: Permits: Authorized SY`gnature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM eta.tn ,current , i,nsp ion schedule. Needs shift inspection Approved without correction notice Approved with correction notice issued Permit No. Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief 47,71wMPIR 4 1% . ' 74i N jSiW 1pfrovair, �" "'t^4 '� °'1'�'Nto. T4z kt `. 7 ' .. 6,„: ,"�"F"7 - 1. +-gin � - ,ti-+' sr' Guy of Tukwila Fire Department FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone:, 206 -575 -4404 • Fax: 206 - 575 -4430 ■Fa 1 ;" • & ..f ' 01 11 :55 FAX 253 5136 8137 DAB' TYRRELL PE WHERE FLOOR JOIST ARE PARALLEL TO LONG, IUALL ®LOGIC THE FIRST (2) JOIST BAYS AND NAIL W/ IDd o 4' ()C. AT BLOCKS ANP JOISTS (2X10 BLOCKS AT 16' O.C) SUBFLOOR SM. A23 EACI -I JOIST OR BLOCK ANcWWOR BOLT W/ 6' MIN. EMBEDMENT * 4' O.G. LINO. 006 VISQLIEEN VAPOR BARRIER COMPACTED P1L4 i understand that the Plan Check approvals are 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. Permit No. �� — g 8' I3A .5,M1 WALL t317\11.- NOT TO SCALE I, —III I 111l, 111-1 ICI s ill ! I =1 I I f= i I = 04 BARS * 10' C.G. WOR T- �1 ECEIVED CITY OF TUKWILA JAN 2 2 2002 PERMIT CENTER 2x EXTERIOR WALL APA RATED SHEATI -ZING SIPING PER ELEVATION 2x6 Fr. SILL PLATE SHEAF:WALL EDGE NAILMG '4 BARS a16' (VERT.) * 4 CP WALL - 13ITUMIN01l5 COATING BELOW GRADE 4' • PEW. DRAIN TILE W/ GRAYEL FILL (IF RE4UIR ) JO L 0I-5' 1 CITY OF TLIftWf A APPROVED JAN ?a Z_002 AS NO I utJILDtNG DMSi �1 (t01 . t)01 JOB #01- 333 — STRUCTURAL CALCULATIONS ALTERNATIVE DESIGN & PLANNING understand that the Plan Check approvals are errors and omissions and approval of subject to err o � �i 1i ;e v ,,,l.�l_: . �, of .n! . plans does not authorize ' : o a adopted pted cc, �: tractor's ie or ordinf:im to�'s CO cop }' c ;f DANIEL \TYRRELL, P.E. 2121 MERIDIAN EAST, Suite #9 EDGEWOOD, WA 98371 (253) 568-7991 I EXPIRES: 4P 1(6 o3 • 1 RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT CENTER poi -23D J SCOPE OF WORK Structural analysis of a two story residence. Analysis has been based on the listed load and design parameters. DESIGN AND CONSTRUCTION NOTES JOB #01 -333 All work and materials shall conform to the 1997 edition of the Uniform Building Code. I-joist floor system design as per manufacturer. Where conflicts arise with overall design concept, notify building engineer immediately for appropriate modifications. Roof truss design and fabrication shall confirm to ANSI/TPI -95. Engineering Design and shop drawings shall be sealed by a Professional Engineer licensed in the State of Washington. As per Washington State Labor & Industries the load duration factor used to design members and connections to be 1.00. Truss engineer is responsible for all truss to truss connections as per ANSI/TPI-95. Trusses shall be designed for the following load conditions: Snow Load = 25 psf Roof Dead Load = 17 psf Floor Live Load = 40 psf Floor Dead Load = 10 psf Wind Load = 80 mph, Exp D Seismic Zone = 3 5. All lumber in contact with concrete shall be pressure treated in conformance with AWPA C -2 (.4 Retention). 6. Concrete shall conform be 2500 psi minimum at 28 days. 7. Securely fasten %" plywood or 7/16" OSB sheathing (APA rated 32/16) to the roof with 8d nails 6" oc edge nailing and 12" oc field nailing. Secure sheathing to drag strut with 8d nails 4" oc Solid blocking required at all bearing points on both roof trusses and floor joists. W1 G . • . U; •U O t to •W = MALL:. O ; g J • u. Q- W : . :O U W ',I O O ; .z O . Z 1 f —H 1 4e,..4.-A.:/ i f r Z ! 1 ; ! j , , ; I ; , , i I f �7 % L ! i i - . . , G- G — G� Z , I ���.L I I__�_ ____,,___ i .. I. — i , ZO E2- ItN / _• � 1 ' . _ f I i I _ y ._ 1 1 -- i ___.1_ 1 `` . -.1-__ i I _ - : - 2e., _.._._--_, .:..-1-_ r _ f / .I ^ I y_ , I ._-. I 1 � ` � / ,� -' 1 c/Ccai - ] 3 � _,,? - -- �' _.. ._, i : 1 -7 ' t i I Z 1 ____. � ��%1�z : L__� ___ I _t-- i ._ 'L _.. • _i _ 1 .__ r - ' .. 1 .'---- -_- r ....- • ' _'__, .i.._._._ - -• _ - ... lO -Z �- I ., ,7)c,._/C i I 11 C r , _ ____..�_-__ f G : v' . -e-/)C/c, (/� �1 r ____ - - -- -_ , ! I - i_ i 1 ; ..) { /� /.�� ( 111«< 111 am! �` s _ C I 1 . ' i I / J r !_ - is _ is- -_3.07- I I ! I � � ) ' 4" - i _. i. -- -_ y e .: I - - --,- _.. -.. 1 -- 7_ .. - _ 1 / . i I l _._ . _.____.,__._��__ , -f __ ._ __ : d.�. _ ` _ 1 _ - - - I - - ....; __ /1--: el_ -- .__ • iti4 ._ _ _. Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltyrrelif�EDmsn.com PROJECT / - w , .0e5 /y PL JOB # af- 333 PAGE 2 OF 3/ BY 42r DATE G -0 1 •A Z . . • w 6 U O _ to w i • u- c w O ' C g J. u - Q. u) a . I- • Ili Z F- 0 Z 2 U0 o T uj IL P .:)• ▪ Z U � F-: H Z .Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltyrrellkmsn.com t. PROJECT g / /e- • JOB # c'/- 3 33 PAGE 3 OF 3/ BY , c77 - DATE 6 - 2 -o / • t" , G�i;i'A13 ' x- '4td.'r:4::J;re.i�'il,'•'%i�l aiiisn?l �i:' t�.' t. fri461�%. i'+: Y; e� ;�' "'fisieii:5::'.'.''n"SH��'S:y 1Z . w W. 00 ' n 0 W W 0 . g N c Z H. Z O � o U O O H ; W • W -- 0 ti.i U N 0 ~ � . I i- G i X X 1 52 I I i + _��__ ._.._.._ 2 )'�1 1 I ` _ ' L_ _ f 1 1 ... _ � E i i m a,► ci-! .-c% _�.. ;IT ;41 i _. .. • O ..- ! .�. « `-/4 / 0ff/ G' mom! I "" � . - .. i ��3;c .... -- - _ . L 4 I f 1� • i ... .i. j T = . 1 .. ,'OZ( z .... _ � _ — I ..: ... —'a ... ■ _ _. �_ ..:. ... • 1 k _ ;�,S {, iz 3 .. — r I �5_: )C- j ZZ3) - i v, I . 1 I __ 1 i , /,,I __ _ ; • • — T).(3..,5'3). _ � t = /G�/ , ' ._........ 1 --- 2. 4 4- �38s`en 1 . ...... ',77 __...- _ •t f .. .. .. . V..XZ(C) j ._ _ Z z G .._._ , .. . .. _._.. - j .. .. . ..±!`.....3, - _...._' ___ + _ _.._ 1 ._. ? --�% '! ._....._. 0.X. _ __ i , 111 .. -• - -•- - - -_ _.. _ .. _�_- ._ _ _ . _- _._. _ 1 ._ 1 . __ .--- _ -.___ i .. • � . I . __.. _ _ 'C , i ; ! V 1 i .Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltyrrellkmsn.com t. PROJECT g / /e- • JOB # c'/- 3 33 PAGE 3 OF 3/ BY , c77 - DATE 6 - 2 -o / • t" , G�i;i'A13 ' x- '4td.'r:4::J;re.i�'il,'•'%i�l aiiisn?l �i:' t�.' t. fri461�%. i'+: Y; e� ;�' "'fisieii:5::'.'.''n"SH��'S:y 1Z . w W. 00 ' n 0 W W 0 . g N c Z H. Z O � o U O O H ; W • W -- 0 ti.i U N 0 ~ Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568-8137 e -mail danieltyrrell@msn.com f • 1 ' c • - aJ 1305 )(li'g -- 1 1 r" 7 O Zvi„ % /d, mz -- 1-----;.- � ._ Tom. • ( s-j ( � 3 z . � C )� � . d � a )__�= ._ - _.3 �_ i r •' , ' ' ' 2. TX/e, ' /1 . r I i I :. 7 _ (,s4NC _ , � I I I i I 1 1 � • _ . .. .. ._ .._..L..._. ... �' ._.,. • - -' - - .. T r / '•eI! -r- ' -am 1 , I I L I .." • ..,.._...,_... ,_ E/i. q • . :z-7... .......4 1 ( . (3 2 -C - - 3 ) 4, -.4-I . - . --.7.2/6..-?. i. . i i PROJECT AI 7//4 JOB # C> /- 3 3 PAGE 2 .-/ OF !/ BY ,O 7' DATE eP 'Z c -- a / orf ____ , —._�_� _ _ c t /VG✓c -/ _ —. __ __� — _• - -- I __ 4. �- — i - - - -- -- _ - -. , I 1 I -- - - - _a_ _ _- ._— __. ^.` __ _ Gf, ,,b i - I I r ; i I .�,��'S_ SI.GwY F /-is h.. SJL°�+ I / <- f i s � 2`7G � 3 6(, i , __ ! , i J__. _- - r ! - -� 1i.�.�r I �-: c _- l I I , (0 gam__ 7 f I y ____.- ...� -��.� 4i} __.!___- __- __-__.__. __,..____.'- _._____._ .. v �/ ♦� ��--' o% za...✓ d Q�/ sr. j fi / +, ,U.�. ss-i i -i ! ..- r -, 1 i I G -- --._ ' s L .. _. .. _.. ; _... .__.._ __.__ ' ! J � 1 • _i _ 1 1 I • ` a-- .— _.._ ..... 1 _ i f . ! ; I t I i i 1 1 .:.. ` ! I I r i I I 4 i t . r i 1 j I I • ..-,-..----- _._ .v._ , ______I. _ j !_� f . - 1 i 1 i : , ,______ • 1 I i ! , L 1 _ -_._ -! ____, -_ ; i , I , I �_ _-_L . I 1 - _ , I --,- ....____,_ I . �______.._. . r I I I Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieityrreil@msn.com PROJECT /7 JOB# ' /'333 PAGE S OF 3/ BY /, DATE to - zd -0/ + , I i + i l i I i f • I i G ✓, ' /� I / �.- 'f /, S" /G'.y - • ; ! _ 1 1 L " o 7Ci z 2: / Z - / 1 . . r I - r i 4/,� 62 4 Z.4)..." ill c .`.// G�.../L 5e-,.1 —/, /z ; /5' 39I- - --- - - ` - •- -_ ..-- r --- "T ;3 6 S'3I/ i'8 3G - --- i + i.- ..._._. -. t -- - -- _._... j _j_______:.____._ -.Y I - -i —., I -- - -- - i j - �, ...-_ : � - - - f -- - 1 ----- " ! _- _ _ ! �. ; - ' : -..- . -- --- _ .. .. i .. ..- 1 I .. ._ ..... _ •._. ... - - k- _ I I + - f L _ _ 1 _ _. __ - i _. — 1 L i - •• .. ._.. .- i -� .. r I I t i I ' i I -. 1 1 I - . - I .--,____ _.. ___, 1 , _- Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltyrrell msn.com PROJECT 9 / /c - / JOB # 0/-;33 PAGE c, OF / BY ,0> DATE ea -2-0 -d/ Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568-7991 Fax (253) 568-8137 e-mail danieityrrell@msn.com 1 1 ___:_......_i ___i______,.....____i____4___••_ _____:.....___ _ . _ ' ......---...1.-- I __011-e1 744 e I .4 '',t-et . ' • i 1 ! : 1 i 1 i I I • I. - i-C- .-- L .. _. -............ _ . ... ___ : ._ .._.; .,. , _:. I , 1 1 ; r . , ! 1 ! . . t • , 1 ■ , I ____........•..4 _IL_ .:......____ ....L............,...__......L_______...,........_.....L...-1._ 1 .__. . . .!......_ • ___.1. !. ....„.. , .., . . 1 : . ! 4-- 4/ r e.c ...<":42 i.z:!a ; (.512.p .,..4 j : 4...:i, 1 ! I ' , - ,.........._!.... I . I , , i , , , , ! i :- I 1 t ' 14- .1 . 7. . .' : I . : _. j ., 151 , 2-1 :7 1) -7 .7.7.4 . 0 .c7 ye : , . ..____L__ . :,....,„ (4 2:,..)0-7) ..,,,• 71,-- ....-r. L36,i4./ ` _i_ . . 1 : ■ ; 1 ;• t i ■-- -L-J-24..- r I :_. . . I..... I._ . .1 _ _ ; ,.. .. . . j _ i . , ! ,..,_. . .. ! i , I • .__ _ ...,.. e - i r --- 7 1 I , ; I ; . . i I i 1 L. i 1 . ; 1 ! i . 7 __!__. ......_. i I i 1 1 -1" I . i : i • 1 . • 1 , ; , ..;. . : : • , • • : , :, , : 4 1.- • h ,' ..[.. ; 1 T.. --- -I .- ..-- I , I [ T .......„...._ : : 1 : • : #: : . I , 1 i /7 ,', -., i-7 , : : c , e_ -, j--- • 74 '1,-..1. ,_.y.k.,:e,,,Z),..) i , ( i : 1 i —...i..--...-------......--- , ■ i r 1 , • 1 .1 ! 1 1- ; 1 , , .1. ---- i • 1 ; l , , ; ; ; I- -- , ' = 1 / %.,Q-L- .._. _ ___. : 1 . I , • , , ! I : r , PROJECT 4 /7 1 e-- - #4 JOB # 2/ PAGE 7 OF '3/ BY /7" DATE 6 -2- - / 1 , ....._ ._ ..... en-j■!-7!. .474.5; . .. . . _ .........1. . • , , • , . 1 : ! : • . , --- : r . , r T ------- — — -- i 1 r • I 4 ir . .C,..; : ve_._; ?! I • i , ! i ! , i . , 1 : ' 4----------1.- ' -.-:-------H-----4--- {74=- , , , 1 , , , — • .' ' - 1 - , 1 • " — r ,, f ---- ! < 1 z-- 3c ;6 . ; • I . . • , , I I 1 - : i - 1.- :-. - 1 -- I • I , - - -- --1.--.5.- (_ i . , , , ,.... x ..1 , ,_____,, ..... , , I. ! 1 ----.--; I ; , , , , , ; ; ; -, -I . - :•. - ; 1 ! i 1 I ; ruel J. Tyrrell, P.E. Engineer 121 Meridian East, Suite #9 dgewood, Washington 98371 53) 568-7991 Fax (253) 568-8137 e-mail danieltyrrellemsn.com I , , 1 ' , , i _.__•... -._.. 1 i • '.177, I ' i 1...............1 . , , . .1 , .i • r • I ! I____ i ' I. L._ ! ....._._.....; ......:_. -7 ' .....!....._!.._ 24t.3. .. , :... ./ -.FT .Z-...!...7...61.). 77 .. Z.2. :,s77 -;E/1- -- ! ..1 ''. (/ ; /-, - " • • --- --- - I . g4- „rj_____7--i. ______...L__ •,...._____ ! ! , s'i.:1 , .: - I• • .-• ' , 1 , -.1--- . • , /- - /6: /;? 577 . ( .7::: • ..,.. C.. I i .1" I ! I - i : C., -, , 4-5 57/7 -. 972-P .::,; e --- i -- - - - 1 . , y / i , ,:ii-• I . I • I - - -I- :• : : I .; 1 - . I . • 7 -- :: --- - -- .S*12-„e_. 4•$ ri9 3& , ,3"'r?4-4.p ! 1 •I - I , ; , . . , ! . . . . . , . , . - 7 0 - • 4..t..!<...- / • -i -;.. - : 4 - , I . I • ■ , • , ! I_ A . . 1 . , : r■' 4 ..P1_ 4' . 1 e l- 1- " / i i 1 ! ! , r 1 . 1 t I I ' i -■ I 1 L ; f , ..........._,.... , : _ _ , • 1 . , 1 i ,_ .i 1 • : ' , . , I • • IV ..(.7.( 9s:.9)..- - - /4...e.:..7. • ! /7 -7. J/6:4 (.,-9 Ys , , ! 1 • - - •.- , • .` 1 / -11 ' '-.--. A /210. C /1) a i 4 ,1 ). _ - _i.2(.6 e '? 6 •0 - 1. 1 •A 4 ' . i . • 6.!,: 2 j 7 I . I l . i t . ( 7 /: 4.! PROJECT I JOB # e 333 PAGE 8 OF BY DATE 6 -0/ !. I ./z le af CA r94 I 1 , i 1 : .-/- : • ' - 4 /...-c7i.C____z-__.4 7 /......6*.,)_,___ . -,--_ _2.oi.- 1 ...._; 1 3 t ' • 1 . • i 1 -, 1 . , . 1 . I 1 , , , .1 , , , 1 . ............ z z w. re 00 , co w UJI LL w g -71 a Z 1- 0 Z1-, • LU L1J O C a 13 u l: 1 L - 6 0 ▪ z u.1 • — P 0 z ..Daniel J. Tyrrell, P.E. Consulting Engineer 2121 Meridian East, Suite #9 Edgewood, Washington 98371 (253) 568 -7991 Fax (253) 568 -8137 e -mail danieltyrrell@msn.com I 1 .4_iie G r r PROJECT / e %c. , Zes JOB # °/ 75 PAGE OF 3/ BY 'Jr DATE 6 2 `z° - a/ l i .r. f t_"�( i �� s ._) i�y_ 3_# -�__ ' -- - - - - -- 1 L l.. -►- - / —..) z i __- /..1144'4 , : 1 i • T ` - -70 G - it , — I i : - 1 • I _ : 6- (th 4_-_,) 4. - 7z r -. ; I �... t ... r z` /_ r 8_ /� = So ' I1!1I �. :.. I 7 [/ Z _ „,// / ,<re.;,? rr • _.....;____. .„,,-..._,..7.__ .4E -ALL7qi -7. - 7 5 --'r (1:3__Xi ! ..7.- ■ zi )4,!,,,--7, , - 4 . l / ;.e .. 8', .. ; _ f ; i i i t ', ; / r .=--- . 3..--7.i -' .. r - 2 ' � f .., ... 3;2 1. , i ; I, -., --- ---- ' 1 ''' --- 1 ---- .- --r.--.t. ” , , , ! , I T -, 1 ...... ... , _ !.. ..... . . P . _ . ! _.._. . 1 • SHEARWALL SCHEDULE MARK ALLOWABLE SHEAR W/ HEM/F1R STUDS MSC. SHEATHING SHEATHING NAILING SHEAR PLOW NAILING• REMARKS C Zi SW 1 I 5/32" PLYWOOD ONE SIDE 8d @ G" O.C. I Cd @ 8" O.C. U 4 3 Z 5W2 1 5/32" PLYWOOD ONE SIDE SIDE 8d @ 4" O.C. I Cd @ 5 -1/2" O.C. 5THD I4RJ 4 sa 5W3 1/2" GWB, ONE FACE '/2" GWB, ONE FACE 5d @ 4" O.C. I Gd @ (" O.C. 3" C O r SW4 1 5/32" PLYWOOD ONE SIDE 861 03" O.C. I Gd @y" O.C. DFL (3) 7/8" 4 /OP/ SW5 1 5/32" PLYWOOD EACH SIDE 8d @ 4" O.C. I Gel @ 4" O.C. * A23 @ 14" O.C. EACH JOIST SEE NOTE 7 YJ 4' 1' SW6 15/32" PLYWOOD EACH SIDE 8d 0 3" O.C. I Gd @ 3" O.C. 4 A23 @ 10" O.C. EACH JOIST SEE NOTE 7 < O y SW7 1 5/32" PLYWOOD EACH SIDE 8d @ 2" O.C. I Cd @ 2" O.C. 4 A23 @ G" O.C. EACH JOIST SEE NOTE G • SHEAR FLOW NAILING 15 FROM PLATE TO RIM AND FROM RIM TO PLATES NOTES: . I . SCHEDULE 15 BASED ON HEM -FIR STUDS @ 1G" O.C. 2. PLYWOOD SHEATHING 15 TO BE APA RATED 24 / 0 MINIMUM AND MAY BE OSB OF EQUAL RATING. 3. SHEATHING THICKNESS MAYBE AS SHOWN OR 3/8" OR 7/1G" 4. ALL SHEATHING TO BE DIRECTLY APPUED TO STUDS AND ALL EDGES BLOCKED. 5. ALL NAILS TO BE COMMON WIRE. G. STUDS TO BE 3" NOMINAL OR WIDER AT ADJOINING PANEL EDGES FOR 5W4 AND 5W7. 7, SHEATHING PANEL JOINTS EACH SIDE OF WALL TO BE OFFSET OR STUDS TO BE 3" NOMINAL OR. WIDER FOR 5W5 AND SWG. 8. SHEATHING NAILING SHOWN APPLIES TO ALL PANEL EDGES. SHEATHING NAILING AT INTERMEDIATE SUPPORTS TO BE OF SAME SIZE SHOWN @ 12" O.C. CAUTION: DO NOT OVERDRIVE NAILS. NAIL HEADS TO BE FWSH WITH FACE OF SHEATHING. HOEDOWN SCHEDULE MARK HOEDOWN (SIMPSON) WALL STUD ANCHOR BOLT THICKNESS SPECIE NAILS / BOLTS U HPAHD22 3" HF 16- I Gd -- U 5THD I ORJ 3" HF 28- I Od -- H3 5THD I4RJ 3" HF 30-164 SINKERS H4 HTT22 3" HF 32 -16d SINKERS 55T524 H5 HDBA 3- I /2" DFL (3) 7/8" 4 55TB28 t . y 4 . r Y 3° s - 't 'ti {r`"I .pL�K: t4 .w W' ir' Js M t"6.:x.rF�fml+�f "�tC[:� �r7rd.�':r"�,r'`'.UT'S'�,�1' CCU' �+�F.''`,�..��'i+231,�a��lt�?d . d.. r� ,i�P?,t:�ku.�na'.w6sri�lk ��4:rk.x WINDOW STRAP DETAIL NOT TO SCALE NAIL SH'T G TO BLOCKS AS FOR SHEARWALL EDGE NAILING TOP PLATES 4x2 FLAT W/ LSTA2 8 CIYP ) 06/14/2001 06:29 7703942 L.Nrr yVioN MIKE BLUMENTHAL PAGE 06 3GAl,e: vA" • 1'.Q 06/14/2001 06:29 7703942 114644T NATION MIKE BLUMENTHAL sr SCALE' i/4 c V-0" :: PAGE 07 /3A .•, ,: ;ti6.xx•..r,p�r , ;< ,,�of;ttC., ,= 6 U 0O 0 vo w, W I- W O 2 g J: LL Q I— W Z 1.- I—O Z H: U ? O I— • W ', .. I 0 u_ 0; U co; F. ~1 06/14/2e 01 06:29 7703942 JO.O >t0 •1.:1 DAVE. • sot+ x•a ewowA 10 MIKE 3LUMENTHAL e 4'e' 7.h • MAIN P°6OO1e PLAN SG AL!, Y. J:1) S 'r m) miz TOTAL 4.7111.. Q O' Oa PAGE 03 3/ SQUARE 52:21Ab SUMMAl3:L t000 SP. IWO 5t. was SP. *ARAM Qtt (1Mthr�oc wiry.) 400 F GOVGI® POROPOW 40 OP. GOWNED PATIO(!) xx •!.P'. overwi re DTH sa OVERALL Dbr 52' ..►. rosrw.r b riaToMIP M Oa extoor A_ wKL awe M 000111D alrs Mow Oa Taal 114 rusk TM' MOOR m MAX 1.0441111 awe MDT IMAM, M .MU.r M. NOT MAO M NOYO mamma sLa. afro- m.o. r Sue. OM NF rf 2- --- .� i B:I•RODM • Eb1: /1.,IVI 100%111164t 0 301/ 0 = TRY 0.0 L �..s 64 op 0 A. A _ a WOO • �. I✓ 1 _ Ili a■■ K I G ' II 1.1 P-42. wr-o waver-4r 100. ; ,.o - ._. rA:''L =�� i I 1, - kb. RIM ear owa;4 rt i.. ., Es .�■r. 244 0 FOYER 5i S. GQyp yORGH ; ,tp 1 J GARAGE o T:: Sii/0 / 06/14/2e 01 06:29 7703942 JO.O >t0 •1.:1 DAVE. • sot+ x•a ewowA 10 MIKE 3LUMENTHAL e 4'e' 7.h • MAIN P°6OO1e PLAN SG AL!, Y. J:1) S 'r m) miz TOTAL 4.7111.. Q O' Oa PAGE 03 3/ SQUARE 52:21Ab SUMMAl3:L t000 SP. IWO 5t. was SP. *ARAM Qtt (1Mthr�oc wiry.) 400 F GOVGI® POROPOW 40 OP. GOWNED PATIO(!) xx •!.P'. overwi re DTH sa OVERALL Dbr 52' ..►. rosrw.r b riaToMIP M Oa extoor A_ wKL awe M 000111D alrs Mow Oa Taal 114 rusk TM' MOOR m MAX 1.0441111 awe MDT IMAM, M .MU.r M. NOT MAO M NOYO mamma a-H: • ) •1v,. r^ ' r-r y.• ( : ' ) \,, , I I 9000 HOC 1 1 I 1 - +0/O >< - ST. - -- I� AMI LY/L I Y.1 NG. 1rTM 4 V. », • w 27.4 4 r mosiamme •oo8 a. PAM - r-0• L BeDRO M i A Y -+ II • • IM-4110-0. • MA It � .. N RPIie, EATIN W R - -- r ;I I J � _ ^� i....... t_ ... _.. Li ._ "F - I � 7 ; I ∎ k 61 ` ■ ■ . f� K I ?GNEN I OM ve 1T..* i , .-•-- i v -11k c '> r ANtRY I a -- - - b _. . ,.m/ T .1 vT.o -�- I l i. � -- 1 EYE= - -I L MA I.• .•n.a e-h _ III I •,F • I' I � 4'-10• • tr.+• ib'-oci" i: _.... 1 OPEN TO I M BELOW r I i - M 111.41" v t,uae PAPROOM Q tlP11 NO -- 1 , I 1 r. 004. .. A _ if/ I>u .5' .r— Gv 1 / -4 IA sir 1 r -2e a yA , lay • 227 Lr-o• rrua+ • i • 06/14/2001 06 :29 7703942 • I4 MIKE BLUMENTHAL O'ER 'WOK PLAN , p c le f / '/ PAGE 04 SQUARE I'OOTA6E 51JMMAR1' tW1Wad 031* /7001 MAIN 11.0124 I000 sr- imam Mode ISM s. M. TOTAL 2 141 s.F. QAAe4I NT (uV Iot cake.) XXXX lir. ammo 400 !kr. CO :1 D POIllainft 40 5F. =VOW PA►110(5) XX 5r. Chign A. 1111214 032 oveRN1 pCrn4 sr YIIA11ll AMMO yTwMAIe Arne once 0 M Ai wa . a�M ° TM RAM A1 Ts MAO IMAMS A+t< µ mummy w wAkmtwo. IMAM NM An ,lao IN mai elhIMIII Wormer i:9. eY1Pi§dc% h1LrtYe ;�CJP3PY77N !•i +EPti, :"n iftiiknXTYX, 06/14/2001 06:29 7709942 apt }ALAN 5GA:R1 1 /4' : I -Co" MIKE BLUMENTHAL PAGE 0 5 SG SUMMARY MAIN MOOR I . wren ypaw�A 07/IO /2UARE 001 FOQJ M.00.1 (e fi r. •V/u, ]MO 5r. raer wiais, rArlot5.) xx P. WY "MA L.L PIN'TH iJ' alINr POrtM• M PI/•41_ le T! Waage Gr YOWL WW1 Me" Q m IIML , le NNtIMP r a.aeatrrla , aA>rAUr AM Neff NEW= N mom rape WOCAM • 06/14/2001 06:29 7703942 • .— c • I 4 4 4 t.. ....>- ."; - 37' 1 ■•• 1.t r :7 • PT:rf 4.'1: .7; A..:2■ I - ■:- . . 7 e,./ k Ne` r. - _ I 06 OtAtt OPAGF.' — • 7..3 teRiendo ve4To fto v.o.c. ;.R.A1A11,,_SPAGE • PAL 'VA Al%61:SE 4. $1.445 c94 ctrP. FILL TrP. LE Y TO DOC•k5 Wog or cot•erce 141Wr 20-0* r De-o' POUNOATON PLAN 1 . r.oPic t 1:4f • O.. ••••■ MIKE BLUMENTHAL GRAiNI. SPACE *141.L SGALCI 1/4" • 1'-0" Al PAGE 02 17 0 FOUNDATION veNTILATICN 1" x 14* OCIREENEO P.OUNQATICk VENTS • hi 00 PI. . .,,ift„ REc2. VENTS . " 1 3Cd . .)VIDE 0 (1')04" :VENT*. iZL e Q. FT. yews? .wr rsIGREASED SY WX AG1UAL seen AREA SQUARE FLIPTe SUMMARY OpdaLilld 02/10/2001 4A04 19.001 1000 SP. Irma ri 10/4 ttf. TeTTA1- 2216a 4.r. ISAMIWCt(r Wind** sow): ) Z ciAMAGE WASIZI, OCOICate0 40 S.P. WNW= INATIcra) XX 'P. OVERALL KIM So' oviEMALL. DEPTH 52' dishom==p m =Idle MONA MR tO Mos WON Mr Nair SOLY•O•AgeOLAIMBIL miNAIII Am low ileum IN MIMI MOW! 1 w 6 5 , 0 WLLi I (I) CI W : g u- a- D 51 a z I ll! ul C1; w 0 ILI ILI X 0 }-- I I LU w o - z 06/17/2001 20:13 7703942 • • F L. F-71 ' MAIN MOOR ?MAM1N F MIKE BLUMENTHAL PAGE 03 I "I 9G.v,a. 1/4• P ,. - 1••••^ -- 4 I/2" B.G.I..J I r9 uo W O.G. PER MPI.. £PEGS .-• VERSA RIM PER MPR. (1 YP) /e/ 3CRUASE FOOTA6F MMARY 4aaalad 02.0/200 MAIN P1.00/4 1000 SP. UPPOR tK _Op t. VIAL 266 P. :=11 eola41. xxxx sr. 400 sr. m∎1911152 IORU•lcbul 40 sr. GOAD PAT1O4'LII xX 9r. OvtRALL Y 10 5Q' ONl!lfALL =FM 32' IMAM Ae/rAIeu►arlw+,a WI. ahead er tKMw Pas maw aim 1s •w MNMa* a WOW SW MONK own M .1� r i MAN M MP MMars N IOim saws ft:vow z H Z • te. W QQ �: • • J U U 0 t N Cr U) ILL • W • W 0; Z F_. lu Z F-: U� • • O co W'• F _ V -0 ' W z ; :0. Z • 06/17/2001 20:13 7703942 11 '1 /b O .1015T5 • lb' o.G PER MPR. _ F8R3A RIM FM MFR. -.. OR PARALAM MIKE BLUMENTHAL (.4,c 1 -/ M / e•- 5 /RS 6 2.9C -Of UPPER 19 PIRA 11N6 *Islas =se: =_imeleeld L 1 6 .ALE • I /u" 1 PAGE 02 /9/ 2xb TREATL'D JOISTS Q► Ib" O.G. 11 7/8 B.G,I. -101975 * 16" o G, PER MFR. WALL LINES ISEL.OW PERSA RIM P:R MPR. OR PARALAM %pd t 07 IlO�tOrn MAIN Ft�00lt 1000 5F. 1ARRIPRX1.0011 1666 9F. TIOTAL6 6F. s/1ia•C'1T field of Mateo). 7 4 bGQVlI�L7'r�RGFrC/�) X 6 • GOVER212 P'ATO%) *x 9.F. C ALI. MOTH po' WCItALL OaT1i b]' MOAB 1 OONSO O w.r� ro nll orwoN Or Mill. MVO Ma �w I ry *41O N 7e M /4II1I t M in name �ow1hOD WI anon hritiii4j."Oin.'e7"!�'1ii: t :Y .ih' =L ,k1?c�a�`. ',.' �N. ltr} L1 `R:i4l'.i:Ei�'d.+taa'v,.'. +> ;!ic : {..� �; Ai it• Beam1.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY Daniel Tyrrell, PE 2121 Meridian East, Suite #9 Edgewood, WA 98371 (253) 568 - 7991 /fax (253) 568 -8137 Beam DESIGN DATA: =========_===== s==== =_ = = == = === =__ = = = = === = = = = =_ = = = = == = = ■== s = = _________ ___ _ _ _______ INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load 1 Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load I I I I I 1 Snow Full UDL 425.00 No 2 Dead Full UDL 289.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead Live Total B.Length ________________ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # DESIGN SECTION: Hem -Fir,, No.2, 6x8 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) 'Criterion ( 'Shear Bending( +) Live Defl'n Total Defl'n FACTORS: F CD Fb' += 525 1.15 1.00 Fv' = 70 1.15 1.00 Fcp'= 405 1.00 E' = _ = ADDITIONAL DATA DESIGN NOTES: material: Timber -soft lateral support: Top= Full total length: 5.00 [ft] Load Combinations: ICBO -UBC _________________ A 5.0 ft A 0.72 0.72 1.06 1.06 1.78 1.78 1.0 1.0 CM DESIGN CHECK - NDS -1997 ____ _______ 1 Analysis Value I Design Value I Analysis /Design 1 I I I fv @d = 49 Fv' = 80 fv /Fv' = 0.60 fb = 519 Fb' = 604 fb /Fb' = 0.86 0.03 = <L/999 0.25 = L/240 0.11 0.06 = <L/999 0.33 = L /180 0.17 1.00 1.000 1.00 1.000 1.00 1.00 1.00 (CH = 1.000) 1.00 1.1 million 1.00 1.00 === = == = == = = = = == == =_ =_ = === = = = = =■= == == ==== WoodWorks@ Sizer 97c I PROJECT I Job #01 -333 I Alternative Design 1 Bottom= @Supports Ct CL CF CV Cfu ■___ = = ■=a ■= = == = = =■■= =■= = = = =____ Bending( +): LC# 2 = D +S, M = 2.23 kip -ft Shear : LC# 2 = D +S, V = 1.78, V @d = 1.34 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) ___ Cr LC# __ ______ 2 2 2 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members•shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14 :43 :33 P(.3/ mt N Beam2.wbc Dead Live Total B.Length WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I PROJECT Daniel Tyrrell, PE 1 Job #01 -333 2121 Meridian East, Suite #9 1 Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 1 Beam DESIGN DATA: =aaaaaaaa =a =a = == _ material: Timber -soft lateral support: Top= Full total length: 5.00 (ft) Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load I Type 1 Distribution I Magnitude I Location I Pattern 1 I 1 Start End I Start End 1 Load I I I I I 1 Snow Full UDL 150.00 No 2 Dead Full UDL 227.00 No 3 Live Full UDL 200.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) A 0.57 0.88 1.44 1.0 5.0 ft 0.57 0.88 1.44 1.0 DESIGN CHECK - NDS -1997 SECTION vs. DESIGN CODE (stress =psi, deflection =in) Wood Works® Sizer 97c ______________ Bottom= @Supports ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x8 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Criterion I Analysis Value 1 Design Value I Analysis /Design 1 I I I I Shear fv @d = 39 Fv' = 80 fv /Fv' = 0.49 Bending( +) fb = 420 Fb' = 604 fb /Fb' = 0.70 Live Defl'n 0.02 = <L/999 0.25 = L/240 0.09 Total Defl'n 0.05 = <L/999 0.33 = L /180 0.14 a =aa = FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 525 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 70 1.15 1.00 1.00 (CH = 1.000) 3 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 3 ADDITIONAL DATA Bending( +): LC# 3 = D +L +S, M = 1.80 kip -ft Shear : LC# 3 = D +L +S, V = 1.44, V @d = 1.08 kips Deflection: LC# 3 = D +L +S Total Deflection = 1.50(Defln_dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C =construction) = = = = =a= _== = = =a aoa =F = =tea = a = =a = =a = = = =a = == DESIGN NOTES: === = =a = == =a === ac = = == == = =aa = =a = = aaaa a = == 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14:45:42 - z/7 3 , 6 UO to 0 CO W W LO 111 O '. 52 a _ Z �. I-- O Z H O N C3 I-- W W Z Yj ) Beam3.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I Daniel Tyrrell, PE ► Job #01 -333 2121 Meridian East, Suite #9 1 Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 I Beam DESIGN DATA: aaaanaaaaaaacaaaanan= aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa ana material: Timber -soft lateral support: Top= Full Bottom= @Supports total length: 5.00 (ft] Load Combinations: ICBO -UBC naanaaaaaaaa == aaa==== aaaaaannaa aaaaaa as INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load I Type 1 Distribution I Magnitude I I I Start End I I I I Full UDL 425.00 Full UDL 444.00 Full UDL 320.00 1 Snow 2 Dead 3 Live = =n== = aaaa a n as n MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, == Dead Live Total B.Length 1.11 1.86 2.97 1.3 • ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE aaa aan naa_anaaaaa= Criterion I Shear Bending( +) Live Defl'n Total Defl'n __aaaa a annaaaaaaaaa FACTORS: F CD 5.0 ft A A DESIGN CHECK - NDS -1997 1.11 1.86 2.97 1.3 Analysis Value 1 Design fv @d = 58 fb = 539 0.02 = <L/999 0.05 = <L/999 CM Ct CL Fb'+= 675 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' .= 70 1.15 1.00 1.00 (CH = 1.000) 3 Fcp'= 405 1.00 1.00 E' = 1.1 million 1.00 1.00 === == == = == =an = = = =n= = = =a = =a = === ==aaaaa ADDITIONAL DATA DESIGN NOTES: nan (stress =psi, deflection =in) Fv' = 80 Fb' = 776 0.25 = L/240 0.33 = L /180 WoodWorks® Sizer 97c PROJECT Location I Pattern Start End I Load Value I Analysis /Design 1 I I fv /Fv' = 0.72 fb /Fb' = 0.69 0.10 0.14 CF CV Cfu Cr LC# Bending( +): LC# 3 = D +L +S, M = 3.72 kip -ft Shear : LC# 3 = D +L +S, V = 2.97, V @d = 2.03 kips Deflection: LC# 3 = D +L +S Total Deflection = 1.50(Defln_dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C =construction) No No No =aaaaa= = =aaaaa =aaaaaaaaaaaanaaaaaaa= =aaaaa =aaa a a aaa aaaa=aaaaaaaaaaaaaaa=aaaaaaaaaa a = = = = =n aaaaaaaaaaaaaaaaaaaa 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3 June 22, 2001 14:47:36 r QQ LU 0 0 U) U) W `. W = J am; W 0' W • z I 1- a. z W U O. W W F- V` W 0 = • 0 H z Beam4,wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam DESIGN DATA: COMPANY I PROJECT Daniel Tyrrell, PE ( Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 I material: Timber -soft lateral support: Top= Full total length: 16.00 [ft) Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« =a =aa = Load 1 Type I Distribution I Magnitude I Location 1 Pattern 1 I I Start End I Start End 1 Load I I 1 Snow Full UDL 100.00 No 2 Dead Full UDL 70.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead Live Total B.Length ___= = = == s = =s === = = == ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x12 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion I Analysis Value I Design Value 1 Analysis /Design I 1 I I I Shear fv @d = 28 Fv' = 80 fv /Fv' = 0.35 Bending( +) fb = 538 Fb' = 776 fb /Fb' = 0.69 Live Defl'n 0.19 = L/998 0.80 = L/240 0.24 Total Defl'n 0.39 = •L/487 1.07 = L /180 0.37 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 675 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 70 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 2 ADDITIONAL DATA =a == = = =____■■_ DESIGN NOTES: 16.0 ft 0.56 0.56 0.80 0.80 1.36 1.36 1.0 1.0 DESIGN CHECK - NDS -1997 WoodWorks® Sizer 97c Bottom= @Supports Bending( +): LC# 2 = D +S, M = 5.44 kip -ft Shear, : LC# 2 = D +S, V = 1.36, V @d = 1.20 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I =impact C= construction) _ == = = = = =_ ___ == = = == = =a = = = = =___ =_ _ 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14:49:18 Beam5.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 (253) 568- 7991 /fax (253) 568 -8137 I Joist DESIGN DATA: material: Lumber -soft @ 12.0 [in] spacing lateral support: Top= Full Bottom= @Supports total length: 5.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load I Type 1 Live 2 Dead MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead Live Total B.Length ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion 1 1 Shear Bending( +) Live Defl'n Total Defl'n • A A 0.37 1.50 1.87 1.3 5.0 ft = aaaaa == ==== =aaaaa 0.37 1.50 1.87 1.3 Analysis Value fv @d = 60 fb = 563 0.03 = <L/999 0.04 = <L/999 FACTORS: F CD CM Ct Fb' += 850 1.00 1.00 Fv' = 75 1.00 1.00 Fcp'= 405 1.00 E' = 1.3 million 1.00 ADDITIONAL DATA DESIGN NOTES: DESIGN CHECK - NDS -1997 I Distribution 1 1 I I Full UDL 600.00 Full UDL 150.00 PROJECT WoodWorks® Sizer 97c Magnitude I Location I Pattern Start End I Start End 1 Load I I CL CF I Design Value I Analysis /Design I I Fv' = 75 fv /Fv' = 0.80 Fb' = 1020 fb /Fb' = 0.55 0.17 = L/360 0.17 0.25 = L/240 0.15 a= aaaaaaaaaa= aaaaaaaaaaa== =aaaaaaaaa= aaaaaaaaaaaaaaaaaa CV Cfu Cr LC# 1.00 1.000 1.20 1.000 1.00 1.00 1.00 (CH = 1.000) 1.00 1.00 Bending( +): LC# 2 = D +L, M = 2.34 kip -ft Shear : LC# 2 = D +L, V = 1.87, V @d = 1.30 kips Deflection: LC# 2 = D +L Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C= construction) No No 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 2 2 2 aaaa == aaa= =aaaaa a as =■■■a■a June 22, 2001 14:51:10 Z ' a W: QQ 2' .J o t. Meal W =. 'J F - CO W o, U. c Y1 cy Z H; IF- o Z1-•. af Ucl W UJ' SU - a UJ Z, Z • Beam6.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 1 Joist DESIGN DATA: material: Lumber -soft @ 12.0 (in) spacing service: wet lateral support: Top= Full Bottom= @Supports total length: 7.00 (ft) Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load I Type I Distribution 1 Magnitude I Location I Pattern I I I Start End 1 Start End I Load I I I I I 1 Live Full UDL 80.00 No 2 Dead Full UDL 257.00 No 3 Snow Full UDL 150.00 No MAXIMUM. REACTIONS and BEARING LENGTHS (force =kips, length =in) 7.0 ft A Dead 0.90 0.90 Live 0.80 0.80 Total 1.70 1.70 B.Length 1.8 1.8 DESIGN CHECK - NDS -1997 WoodWorks® Sizer 97c ___ ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## • __________________ = =a_ =_ == SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion I Analysis Value I Design Value I Analysis /Design I I I I I Shear fv @d = 62 Fv' = 84 fv /Fv' = 0.74 Bending( +) fb = 717 Fb' = 1173 fb /Fb' = 0.61 Live Defl'n 0.05 = <L/999 0.23 = L/360 0.20 Total Defl'n 0.12 = L/682 0.35 = L/240 0.35 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 850. 1.15 1.00 1.00 1.000 1.20 1.000 1.00 1.00 3 Fv' = 75 1.15 0.97 1.00 (CH = 1.000) 3 Fcp'= 405 0.67 1.00 - E' = 1.3 million 0.90 1.00 3 ADDITIONAL DATA = = =___ ________________ __ ___ == _ ___ Bending( +): LC# 3 = D +L +S, M = 2.98 kip -ft Shear : LC# 3 = D +L +S, V = 1.70, V @d = 1.33 kips Deflection: LC# 3 = D +L +S Total Deflection = 1.50(Defln dead) + Defln Live. (D =dead L =live S =snow W =wind I= impact C= construction) ________ _______________________________ DESIGN NOTES: ______ = === ■a 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 14:54:46 • ■• Bemm7.wbc material: I-joist @ 16.0 (in] spacing total length: 18'00 [ft] Load Combinations: ICBO-UBC ~ Load \ Type I Distribution \ Magnitude } Location ) Pattern / | / Start End | Start End 1 Load | I | | | 1 Live Full Area 40.00 <zs'O>° No 2 Dead Full Area 10.00 (16'0)° No 3 Snow Point 0.57 18.00 Yes 4 Dead Point _ __ _ _ ____ _ __ '_ _� __ ° "=�� ".~° 18.00 No *Tributary Width (in) Sizer SOFTWARE FOR WOOD DESIGN COMPANY | PROJECT Daniel Tyrrell, PE 1 Job #01-333 2121 Meridian East, Suite 09 I Alternative Design Edgewood, WA 98371 ) (253) 508-7991/fao (253) 568-8137 i Joist DESIGN DATA: DESIGN CHECK - NDS-1997 WoodWnrks® Sizer 97c ~ ~~~~~~~~ >>Self-weight of members has NOT been included<< ~~~~~~~~ =.= MAXIMUM REACTIONS and BEARING LENGTHS (force=kips, length=in) Uplift Dead Live Total ========= ~~=~~~~~= ADDITIONAL DATA A 0.03 0.04 0.42 0.46 16.0 2'0 ft A 0.68 1.18 1.86 ########0################################################################## DESIGN SECTION: generic, high stg., 1'75o11'875 This section PASSES the design code check. ###&###################################################0################### SECTION vs. DESIGN CODE (force=kips, moment=kip-ft, deflection=in) Criterion 1 Analysis Value / Design Value I Analysis/Design / Shear V = 1.19 vr = 1'64 v/vz = 0.72 Bending(+) M ~ 1.62 Mr = 4'48 M/Mr = 0.36 Bending(-) M = 2.24 Mr = 5'15 m/mc = 0.43 Live Defl'n 0'08 = L/386 0'10 = L/240 0.84 Total Defl'n 0.03 = L/829 0.30 = L/120 0.14 (a cantilever span governs deflection) FACTORS: F CD CM Ct CL CF CV Cfu Cr Lo# • rb.+~ 0 1.00 1.00 1.00 1.000 1.00 1'000 1.00 1.00 2 rb'-= 0 1'15 1'00 1.00 1.000 1.00 1'000 1.00 1.00 3 Fv' = 0 1.15 1.00 1.00 3 ~~~~~~~ ~ Bending(+): LC# 2 = o+L, M = 1.62 Banding(-): Lo0 3 = D+L+S, M = 2,24 Shear : LC# 3 = D+L+S, V = 1.19 kips Deflection: LC# 2 = o+L EI= 350,00 million lb-in2 Total Deflection = 1'50(oe ) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (Load Pattern: o~a/u, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. I-JOISTS: the attached I-joist selection is for preliminary design only. For final member design contact your local I-Joist manufacturer. June 22, 2001 14:59:52 ` w Beam8.wbc COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 I Beam DESIGN DATA: aaaaa= aaaaaaaaaaa Dead Live Total B.Length WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 0.71 0.50 1.21 1.0 10.0 ft A A ADDITIONAL DATA DESIGN NOTES: DESIGN CHECK - NDS -1997 material: Timber - soft lateral support: Top= Full total length: 10.00 [ft] Load Combinations: ICBO -UBC WoodWorks® Sizer 97c Bottom= Full == aaaaaa a aaaa aaa= == == ____ == ===aaa aaa as INPUT LOADS: (force =kips, pressure=psf, udl =plf, location =ft) »Self- weight of members has NOT been included« aaa aaaa =aaa_______= a a aa■■■ Load I. Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load I I I I I 1 Dead Full UDL 143.00 No 2 Snow Full UDL 100.00 No _= aaa aaaaa==== MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) =aaaaaaaaa = == aaaaaaaa a a aaa 0.71 0.50 1.21 1.0 ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 6x10 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) aaaaa aa aaaaa as a =a= Criterion I Analysis Value I Design Value I Analysis /Design I I I I I Shear fv @d = 29 Fv' = 80 fv /Fv' = 0.36 Bending( +) fb = 441 Fb' = 776 fb /Fb' = 0.57 Live Defl'n 0.05 = <L/999 0.50 = L/240 0.10 Total Defl'n 0.16 = L/733 0.67 = L /180 0.25 aaa =aaa =a= a as =__= FACTORS: F CD CM •Ct CL CF CV Cfu Cr LC# as aaaaa =a a aaa Fb' += 675 1.15 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 70 1.15 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.1 million 1.00 1.00 2 Bending( +): LC# 2 = D +S, M = 3.04 kip -ft Shear : LC# 2 = D +S, V = 1.21, V @d = 1.02 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln dead) + Defln Live. (D-dead L =live S =snow W =wind I= impact C= construction) = =aaaaaaaa =aaaaa =aaaaaaaa =a aaaaa=aaaaaaaaaa =aaa =a aaaa== 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. June 22, 2001 15 :01:58 :10 Z; J U; C.) C) NW , W =. N W 0 ' g J 07 :). l- W Z � : Z W W ; 2 n U Ei O -- W W ; I U rz Cd Z: � b L COMPANY I PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I • (253) 568 - 7991 /fax (253) 568 -8137 I Beam DESIGN DATA: INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« • = = =a = _____ _ Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load I I I I 1 Dead Full UDL 177.00 No 2 Snow Full UDL 150.00 No ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: VG West.DF, 24F -V4, 5.125x13.5 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Beam9.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN ______ _______________________________ material: Glulam Simple lateral support: Top= Full Bottom = Full total length: 20.00 (ft] Load Combinations: ICBO -UBC _________-__ MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead Live Total B.Length ___ ADDITIONAL DATA DESIGN NOTES: 1.77 1.50 3.27 1.0 20.0 ft A DESIGN CHECK - NDS -1997 1.77 1.50 3.27 1.0 _ = = = = =a === = =__________ SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion 1 Analysis Value I Design Value I Analysis /Design 1 I I I I Shear • fv @d = 63 Fv' = 218 fv /Fv' = 0.29 Bending( +) fb = 1260 Fb' = 2741 fb /Fb' = 0.46 Live Defl'n 0.29 = L/840 0.67 = L/360 0.43 Total Defl'n 0.79 = L/303 1.00 = L/240 0.79 _ = = = == WoodWorks® Sizer 97c FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 2400 1.15 1.00 1.00 1.000 1.00 0.993 1.00 1.00 2 Fv' = 190 1.15 1.00 1.00 2 Fcp'= 650 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending( +): LC# 2 = D +S, M = 16.35 kip -ft Shear : LC# 2 = D +S, V = 3.27, V @d = 2.90 kips Deflection: LC# 2 = D +S Total Deflection = 1.50(Defln_dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) _______ _ ___ 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). June 22, 2001 15:03:30 BeamlO.wbc WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN COMPANY PROJECT Daniel Tyrrell, PE I Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 I (253) 568- 7991 /fax (253) 568 -8137 I Joist DESIGN DATA: = aaaaaaa =_ = == = =a= = = == = = = == a= == = =_____ =aa == material: I -joist @ 16.0 [in] spacing total length: 15.50 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load I I I I I 1 Live Full Area 40.00 (16.0)* No 2 Dead Full Area 10.00 (16.0)* No *Tributary Width (in) = =a = =a = = = = =a =aa aaa MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) Dead 0.10 0.10 Live 0.41 0.41 Total 0.52 0.52 _____________ ADDITIONAL DATA as = =a == = = = =aaa =a == =a = =aaa DESIGN NOTES: 15.5 ft DESIGN CHECK - NDS -1997 A ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: generic, low stg., 1.75x9.5 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## = === =a = = =aa = WoodWorks® Sizer 97c SECTION vs. DESIGN CODE (force =kips, moment = kip -ft, deflection =in) Criterion I Analysis Value I Design Value I Analysis /Design I I I I I Shear V = 0.52 Vr = 0.81 V /Vr = 0.64 Bending( +) M = 2.00 Mr = 2.94 M /Mr = 0.68 Live Defl'n 0.37 = L/499 0.39 = L /480 0.96 Total Defl'n 0.51 = L/363 0.77 = L/240 0.66 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 0 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 Fv' = 0 1.00 1.00 1.00 2 a aa Bending( +): LC# 2 = D +L, M = 2.00 kip -ft Shear : LC# 2 = D +L, V = 0.52 kips Deflection: LC# 2 = D+L EI= 186.00 million lb -in2 Total Deflection = 1.50(Defln_dead) + Defln_Live. (D =dead L =live S =snow W =wind I =impact C= construction) =aa =a = =a= =aaa = a = = = =a a =a =_= 1. Please verify that the default deflection limits are appropriate for your application. 2. I- JOISTS: the attached I -joist selection is for preliminary design only. For final member design contact your local I -Joist manufacturer. June 22, 2001 15:05:16 Beaml l.wbc COMPANY 1 PROJECT Daniel Tyrrell, PE 1 Job #01 -333 2121 Meridian East, Suite #9 I Alternative Design Edgewood, WA 98371 (253) 568 - 7991 /fax (253) 568 -8137 1 Joist DESIGN DATA: =a= _______ ___ _____________ . ==== == = =■= == == = = = = = == =■_■= _____ INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« ____ = = = = =■== Load 1 Type 1 Distribution I Magnitude 1 Location I Pattern I I I Start End 1 Start End 1 Load I I I I I 1 Live Full UDL 600.00 No 2 Dead Full UDL 150.00 No MAXIMUM REACTIONS and BEARING LENGTHS (force =kips, length =in) ____________________ _ __■_____■__ Dead Live Total B.Length WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN DESIGN NOTES: material: Lumber -soft @ 12.0 [in] spacing lateral support: Top= Full Bottom= Full total length: 7.00 [ft] Load Combinations: ICBO -UBC ADDITIONAL DATA A 0.52 2.10 2.62 1.9 7.0 ft __ A Shear fv @d = 73 Bending( +) fb = 747 Live Defl'n 0.06 = <L/999 Total Defl'n 0.08 = <L/999 ____________ __ = = = =a = == DESIGN CHECK - NDS -1997 0.52 2.10 2.62 1.9 _____ ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## DESIGN SECTION: Hem -Fir, No.2, 4x12 This section PASSES the design code check. ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## SECTION vs. DESIGN CODE (stress =psi, deflection =in) Criterion 1 Analysis Value 1 Design Value 1 Analysis /Design I 1 .,FACTORS: F CD CM Ct CL Fv' = 75 Fb' = 935 0.23 = L/360 0.35 = L/240 WoodWorks® Sizer 97c ___ _ fv /Fv' = 0.98 fb /Fb' = 0.80 0.26 0.24 CF CV Cfu Bending( +): LC# 2 = D +L, M = 4.59 kip -ft Shear : LC# 2 = D +L, V = 2.62, V @d = 1.92 kips Deflection: LC# 2 = D +L Total Deflection = 1.50(Defln_dead) + Defln_Live. (D =dead L =live S =snow W =wind I= impact C= construction) Cr Fb' += 850 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 75 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 405 1.00 1.00 - E' = 1.3 million 1.00 1.00 2 ______________________ = = = = ■■== = = === =___ = == _ 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. LC# June 22, 2001 15:07:08 1 3 ~ ' • J o 0 C t Np. • W = ' • OD W V_ Q Z Cy • I- O 'Z • W W; • • •0 . • • .0 • W ui • H U;.. Z: tll O WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Columnl.wcc COMPANY Daniel Tyrrell, PE 2121 Meridian East, Suite #9 Edgewood, WA 98371 (253) 568- 7991 /fax (253) 568 -8137 Column DESIGN DATA: Fc' = 1300 1.00 1.00 1.00 E' = 1.3 million 1.00 1.00 Fg' = 1670 1.00 1.00 ADDITIONAL DATA DESIGN NOTES: WoodWorks® Sizer 97c Job #01 -333 Alternative Design PROJECT � W 00 4 co 0 WI N u. , w u. D F W Load l Type I Distribution I Magnitude I Location I Pattern Z' I I I Start End I Start End I Load ? ~ I I I I Z I-'. 1 Dead Axial 1.80 (Eccentricity = 0.0 in) W W 2 Live Axial 1.60 (Eccentricity = 0.0 in) 2 n` • ############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## 0 � DESIGN SECTION: Hem -Fir, No.2, 4x4 :0 This. section PASSES the design code check. •############################################ # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Z V . SECTION vs. DESIGN CODE (stress =psi, deflection =in) O; w Z . Criterion ( Analysis Value I Design Value I Analysis /Design I U N I I I I F' � Axial fc = 278 Fc' = 384 fc /Fc' = 0.72 :O Axial Bearing fg = 278 Fg' = 1670 fg /Fg' = 0.17 Z.. DESIGN CHECK - NDS -1997 type: pinned base, Loadface = width(b) material: Lumber Post Ke x Lb: 1.00 x 9.00= 9.00 [ft] Ke x Ld: 1.00 x 9.00= 9.00 [ft] total length: 9.00 [ft] Load Combinations: ICBO -UBC INPUT LOADS: (force =kips, pressure =psf, udl =plf, location =ft) »Self- weight of members has NOT been included« FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# 1.15 (Cp = 0.257) Axial : LC #.2 = D +L, P = 3.40 kips (D =dead L =live S =snow W =wind I= impact C= construction) 1. Please verify that the default deflection limits are appropriate for your application. June 22, 2001 15 :53 :52 2 0 2 Uniformly Loaded Floor Beam( 97 UBC (91 NDS) 1 Ver. v4052471 By: A.D.P. , Alternative Design & Planning on: 06 -27 -2001 Project: SAM - Location: BASEMENT Summary: 5.125 IN x 16.50 IN x 20.0 FT / 24F -V4 - VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 6.5% Controlling Factor: Section Modulus / Depth Required 15.99 In Deflections: Dead Load: DLD= 0.73 Live Load: LLD= 0.16 Total Load: TLD= 0.89 Reactions (Each End): Live Load: RL= 1500 LB Dead Load: RD= 7006 LB Total Load: RT= 8506 LB Bearing Length Regd.: BL= 2.55 IN Camber Regd.: C= 1.10 IN Beam Data: Span: L= Maximum Unbraced Span: Lu= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF= Floor Loading: Floor Dead Load: DL= Side One: Floor Live Load: LL1= Tributary Load Span(Side One): TW1= Side Two: Floor Live Load: LL2= Tributary Load Span(Side Two): TW2= Live Load Duration Factor: Cd= Wall Load: WALL= Average Uniform Live Load: LLave= Beam Loading: Beam Total Live Load: wL= Beam Self Weight: BSW= Beam Total Dead Load: wD= Total Maximum Load: wT= Controlling Total Design Load: wTcont= Properties For: 24F -V4- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1600000 PS Fc_perp= 650 PS Fb'= 2336 PS Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd =1.00 CI =1.00 Cv =0.97 Fv': Adjustment Factors: Cd =1.00 Design Requirements: Maximum Moment: Shear (a d from beam end): Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: 20.0 FT 2.0 FT 360 240 1.5 X DLD 40 PSF 10 PSF 7.5 FT 10 PSF 7.5 FT 1.00 80 PLF 10 PSF 150 PLF 21 PLF 701 PLF 851 PLF 851 PLF Fv'= 190 PS IN IN = U1535 IN = U271 M= 42528 FT -LB V= 7336 LB Sreq= 218.5 N3 S= 232.5 N3 Areq= 58.0 N2 A= 84.5 N2 Ireq= 1701.2 N4 I= 1918.5 N4 July 2, 2002 Harry Singh 222 S 152nd Street, #22 Seattle, WA 98148 Dear Permit Holder: Cii of Tukwlla Department of Community Development Steve Lancaster, Director RE: Permit Application No. 001 -230 13417 48th Avenue South 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 schedule a progress / final inspection A progress 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 August 14, 2002, 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. D01 -230 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 September 6, 2001 Harry Singh 222 South 152nd Street, #22 . Seattle, WA 98148 RE: CORRECTION LETTER #1 Development Permit Application Number D01-230 Singh Residence — Lot 3 13417 — 48th Avenue S Dear Mr. Singh: This letter is to inform you of corrections that must be addressed before ur development permit can be approved. All correction requests from each department must be addressed at the same time and • reflected on your drawings. I have enclosed comments from the Building Division and Public Works Department. At this time, the Fire Department and Planning Division have no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate •evision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmirtal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or bv a messenger service. If you have any questions, please contact me at (206)431-3672. Sincerely, Brenda Holt Permit Coordinator • encl City of Tukwila Department of Community Development Stet Lancaster; Director File No. D01-230 Stet .7 .14. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • 206-431-3665 August 2, 2001 Mr. Harry Singh 222 S. 152 Street, #22 Seattle, WA 98168 City of Tukwila Department of Community Development Steve Lancaster, Director W; Jo, oo N 0 w J w O; . u. I I— Ili Z �. I— 0 Z I—' U 01 - 2 U r . The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision - p block. If your revision does not require revised plans but requires additional reports or other Ili z; documentation, please submit four (4) copies of each document. U O RE: Letter of Incomplete Application #1 Development Permit Application Number DO1 -230 Lot #3 — Ram S/P 990073 Dear Mr. Singh: Steven M. Mullet, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 31, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Nora Gierloff at (206) 431 -3670, if you 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)433 -7165. Sincerely, Stefania Spencer Permit Technician encl File: Permit File No. D01 - 230 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 DATE: August 2, 2001 PROJECT NAME: House on Lot 3 of Ram Short Plat PLAN CHECK NO.: D01 -230 C: \Nom's Files \LGI - I'ERS \d01- 232.DOC PLANNING DIVISION COMMENTS Plan Reviewer: Contact Nora Gierloff at (206) 431 -3670 if you have any questions regarding the following comments. . The structure appears to be a duplex (separate kitchens and laundry facilities on each floor). The site is in a single family zone so only one dwelling unit is allowed unless the criteria for an accessory unit are met. The minimum lot size for a house with an accessory unit is 7,200 sf. 2. The plan set includes both the option of an unfinished but habitable basement area and a crawl space. Please specify which option you plan to build on this site. If you decide on the basement you must include that square footage in the floor area ratio calculation (maximum is 3466 sf for the lot including the house, porch, balcony and garage). Please provide a recorded copy of short plat L99 -0073 so that the short plat file can be closed. FILE #: DATE /12,- I g- D t CLIENT: l 4W-0,16 PERMIT: 19-2eiw'1) - ?ere , 01 ;, -s a)o g '- 230 detYve • e&t..579 /7ev' ;- ■ ■ E . ' E DEC 1 ? 2001 INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING COMPUTER SOFTWARE & CONSULTING COMPUTER NETWORKING & MAINTENANCE HTTP : / /MEMBERS.AOL.COM /SPEARSENG/ /7/t/ BJiLO NG DEPARTMENT P.O. Box 1007 AUBURN, WASHINGTON 98071 DAILY REPORT — 23/ /ct/V .s. 4 +��c 3e G �GT� Av /77 CONTRACTOR: PHONE: (253) 833 - 7967 FAx: (253) 735.2867 PROJECT: INSPECTOR: - J7 5 : T4.= SPEARS ENGINEERING & TECHNICAL SERVICES WEATHER: .759/ X3.2. /10 / 4 7?524::?/ Av2 - 4 4 i d 2 - n/s Eve � �XG�r.%� -r �vz✓f✓ �' ,.� ivy r� /07z, 44- 4 ' oZ JCS I'h L-yG L�(c t/ 2� fit/ �-i✓� Gr reA 0 l/a/ - P1 - =l, � 131i �r r 4.4/ GoZT/`'SLt cQ .. ! �l SU �CT P6 -r- DAILY REPORT FILE #: PROJECT: —C- L / '?.772- .S�6er flr, DATE / 2.-- / - d INSPECTOR: J . ., GENT: fl ti X.. CONTRACTOR: J PERMIT: WEATHER: G < INSPECTION & TESTING SERVICES GEOTECHNICAL ENGINEERING CONSTRUCTION MATERIALS ENGINEERING COMPUTER SOFTWARE & CONSULTING COMPUTER NETWORKING & MAINTENANCE HTTP : / /MEMBERS.AOL.COM /SPEARSENG/ ye) -- 3 c9 ,-"v9 �L7 - c2000 1‘7 .Laf 6 P.O. Box 1007 AUBURN, WASHINGTON 98071.1007 3C' SPEARS ENGINEERING & TECHNICAL SERVICES / 1 ` x>e � /��= C�r• .cam -�-� �. PHONE: (253) 833.7967 FAX: (253) 735.2867 6 . 1 :- 1 2 . 30 . tx+ r• LUU I Td:1 h 4 I sa sT:netustYC`d3v2A " k N' .V Vaiiikla r9.' l�; t: �aC: i1 0 i el°i',St;}"..t3NS,5�'?, DANIEL TYRRELL, P.E. Consulting Engineer March 6, 2002 Harry Sing Re: 13417 48 Ave South Lot #3 Tukwila, WA (Job #01 -333) Dear Sir, I am writing to you in regard to the project listed above. It is acceptable to substitute T -111 APA rated sheathing (with a minimum thickness of 7/16 ") with studs at 16" OC for the %z" plywood listed on the shearwall schedule. A continuous wall may be run down the center of the basement from front to back. The concrete pads should be located as shown on the plan and 3 -2x4 HF studs should be placed at the concentrated load points. An appropriate detail to anchor the wall to the basement floor would be %z" anchor bolts at 72" oc. If you have any further questions, feel free to contact me. Sin rely, Daniel J. Tyrrell, P.E. RECEI'V'E MAR 1 1 2000 DBUILDING T :xij 230 2121 Meridian East • Suite #9 • Edgewood, WA 98371 • (253) 568 -7991 • FAX (253) 568 -8137 Email: dantyrrell@worldnet.att.net • -MP NO MANUFACTURER FRAME MATERIAL VM'yL MODEL # SIZE U -VALUE .. 6-0 AR. _.A S.F. g2 ;5 7-56 ,x 1 - - ,5 x� sx<- zc zo �j 3- 5 >< Li 3S ---- ZD 3?'1 Li 3XLj 1Z- i2- 5l 35 k tr 3 •z i 2_ NxS Zc..) (X1 1. HEAT SOURCE: TOTAL GLAZING AREA ENRGYCOD.DOC 2/73/97 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH ACTIVITY ttpoi '. ga oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE S.F. - TOTAL CONDITIONED FLOOR AREA TOTAL GLAZING AREA -�- 56,C) (add entire column) l S.F. x 100 PROPOSED GLAZING PERCENTAGE j 56 H -15 The proposed glazing percentage must be less than or equal to the glazing percentage list d under the prescriptive option that is selected. 9 " .Xt+nl^•sMy..� : .. ...,..... „n +,e..vri.b.',Up4kik'i•.Y+� J I Option HVAC Equip. Effic. _ Glazing Areal': % of Floor Glazing U- Factor Door 10 U- Factor Ceiling Vaulted Ceiling' Wall Above Grade Wall. int Below Grade Wall. ext Below Grade Floor Slab on Grade Vertical Overhead' 2 I. Med. 10% 0.70 0.68 0.40 R -30 R -30 R -15 R -15 R -10 R -19 R -10 U. Med. 12% 0.65 0.68 0.40 R -30 R -30 R -15 R -15 R -10 R -19 R -10 ' III. High 21% ' 0.75 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 N IV.* Med. 21% 0.65 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 V. Low 21% 0.60 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -19 R -10 V1. Med. 25% 0.45' 0.68 0.40 R -38 R -30 R -19 R -19 R -10 R -25 R -10 VI1. Med. 30% 0.40' 0.68 0.40 R -30 R -30 R -19 R -19 R -10 R -25 R -10 VIII. Med. unlimited 0.25 0.40 0.40 R -30 R -30 R -19 R -19 R -10 R -25 R -10 WASHINGTON STATE ENERGY CODE Reference Case ** Nominal R- values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 19%, it shall comply with all of the requirements of the 21% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R -10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. The following options shall be applicable to buildings less than three stories: 0.50 maximum for glazing areas of 25% or less; 0.45 maximum for glazing areas of 30% or less. 8. Reserved. 9. Minimum HVAC equipment efficiency requirement. 'Low' denotes an AFUE of 0.74. 'Med.' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. Minimum HVAC equipment efficiency requirement for heat pumps. 'Low' denotes an HSPF of 6.35. 'Med.' denotes an HSPF of 6.8. 'High' an HSPF of 7.7. Water and ground source heat pumps shall be considered as medium efficiency and have a minimum COP as required in Table 5 -7. 10. Doors, including all fire doors, shall be assigned default U - factors from Table 106C. 11. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U- factor of U =0.40 or less is not included in glazing area limitations. 12. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 38 TABLE 6 -2 PRESCRIPTIVE REQUIREMENTS' * * FOR GROUP R OCCUPANCY CLIMATE ZONE 1 • HEATING BY OTHER FUELS 7/01/01 ie ” 31 14: , "si4'nuti;+Ylu�cw�csscM`.Y u*; I,;:T.�kYYN '«I�.e 4 {e ?'%.i;4e+r :R'R 303.3.4 Source Specific Ventilation Ducts: Source specific ventilation ducts shall terminate outside the building. Exhaust ducts shall be equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. Terminal elements shall ii , (� have at least the equivalent net free area of the duct work. ,.,1 IeTerminal elements for exhaust fan duct systems shall be '�o; �', / it .4 `' I screened or otherwise protected from entry by leaves or /J � ..-tither [ naL. cia1 -- � "✓ ' -� 303.4 Prescriptive Whole House Ventilation Systems: Whole house ventilation shall be provided by a system that meets the requirements of Section 303.4.1, 303.4.2, 303.4.3, or 303.4.4. A system which meets all of the requirements of one of these Sections shall be deemed to r satisfy the requirements for a whole house ventilation • parutrifot °poi ---z3ct o LoT4t3 - fDEE' 61 N6+1- Effective 7/01 /01 �..- S 303.4.1 Intermittent Whole House Ventilation Using Exhaust Fans: This Section establishes minimum prescriptive requirements for intermittent whole house ventilation systems using exhaust fans. A system which meets all the requirements of this Section shall be deemed to satisfy the requirements for a whole house ventilation system. 303.4.1.1 Whole House Ventilation Fans: Exhaust fans providing whole house ventilation shall have a flow rating at 0.25 inches water gauge as specified in Table 3 -2. Manufacturers' fan flow ratings shall be determined according to HVI 916 (April 1995) or AMCA 210. 303.4.1.2 Fan Noise: Whole house fans located 4 feet or less from the interior grille shall have a sone rating of 1.5 or less measured at 0.1 inches water gauge. Manufacturer's noise ratings shall be determined as per HVI 915 (October 1995). Remotely mounted fans shall be acoustically isolated from the structural elements of the building and from attached duct work using insulated flexible duct or other approved material. 303.4.1.3 Fan Controls: The whole house ventilation fan shall be controlled by a 24 -hour clock timer with the capability of continuous operation, manual and automatic control. The 24 -hour timer shall be readily accessible. The 24 -hour timer shall be capable of operating the whole house ventilation fan without energizing other energy - consuming appliances. At the time of final inspection, the automatic control timer shall be set to operate the whole house fan for at least 8 hours a day. A label shall be affixed to the control that reads "Whole House Ventilation (see operating instructions)." 303.4.1.4 Exhaust Ducts: All exhaust ducts shall terminate outside the building. Exhaust ducts shall be - equipped with back -draft dampers. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. rsrrnawnw....,. Washington State Ventilation And Indoor Air Quality Code 303.4.1.5 Outdoor Air Inlets: Outdoor air shall be distributed to each habitable room by individual outdoor air inlets. Where outdoor air supplies are separated from exhaust points by doors, provisions shall be made to ensure air flow by installation of distribution ducts, undercutting doors, installation of grilles, transoms, or similar means where permitted by the Uniform Building Code. Doors shall be undercut to a minimum of 1/2- inch above the surface of the finish floor covering. Individual room outdoor air inlets shall: a. Have controllable and secure openings; b. Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or window in which they are placed; c. Provide not less than 4 square inches of net free area of opening for each habitable space. Any inlet or combination of inlets which provide 10 cfm at 10 Pascals as determined by the Home Ventilating Institute Air Flow Test Standard (HVI 901 [November 1996] ) are deemed equivalent to 4 square inches net free area. Inlets shall be screened or otherwise protected from entry by leaves or other material. Outdoor air inlets shall be located so as not to take air from the following areas: a. Closer than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above the outdoor air inlet. b. Where it will pick up objectionable odors, fumes or flammable vapors. c. A hazardous or unsanitary location. d. A room or space having any fuel - burning appliances therein. e. Closer than 10 feet from a vent opening of a plumbing drainage system unless the vent opening is at lea st 3 feet above the air inlet. f. Attic, crawl spaces, or garages. EXCEPTION: Exhaust only ventilation systems do not require outdoor air inlets if the home has a ducted forced air heating system that communicates with all habitable rooms and the interior doors are undercut to a minimum of 'h- inch above the surface of the finish floor covering. 9 '�Yc�»�'R�:k4 �ar�r5%+ii�i �zt�%:"5'» wi� %�•d avaNry,.. ACTIVITY NUMBER: D01 -230 DATE: 9 -12 -01 PROJECT NAME: SINGH RESIDENCE — LOT 3 SITE ADDRESS: 13417 — 48 AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # XX. Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: ,56 Buil Division 1'tnx... 4,(3 -o t Pu}�li�orl�s 1V1 KW C) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Planning Division Permit Coordinator DUE DATE: 9-13-01 Not Applicable No further Review Required DATE: DUE DATE 10 -11 -01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: nraet�al%iC� 44co :4!i G >r.^.b A ;1 ;� : h37;.6i444.1 .h d.3r; . :,is" fli.?ti 'SidtiNkF .nw+7�uww rcurn tiuoxazrr; ^Mrriiv^da{s UN` DEPARTMENTS: Complete Building Division day, Q, 014• 11*) Public Wqrks ""�� L4 14 dG/fil tei( X PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 - 230 PROJECT NAME: LOT #3 - HARDEEP SINGH SITE ADDRESS: RAM S/P L990073 Original Plan Submittal XX Response to Correction Letter #1 DATE: 8 -13 -01 Response to Incomplete Letter # Revision # After Permit Is Issued Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: TUES /THURS ROUTING: Please Route Fr Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 REVIEWER'S IN TIALS: MIN,P44.rm Approved with Conditions CORRECTION DETERMINATION: Fire Prevention � 1,1JL , * 1 -2019 Approved with Conditions Planning Division 11 6- , -op-0 Permit Coordinator DUE DATE: 8-16-01 Not Applicable n No further Review Required DUE DATE 09 -13 -01 Not Approved (attach comments) I Not Approved (attach comments) DATE: DATE: DUE DATE REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -230 PROJECT NAME: LOT #3 - HARDEEP SINGH SITE ADDRESS: RAM SIP 990073 - 48 AV S DATE: 7 -31 -01 XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: { Building Division Fire Prevention Ufa g4 Public Works 121 Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: �.LLGd7i �,a 2 TUES /THURS ROUTING: Please Route Approved V'RROUTE.DOC 5/99 J PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions Pi REVIEWER'S INITIALS: Planning Division L Ptt Permit Coordinator DUE DATE: 8-02-01 Not Applicable n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 8 -30-01 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: a t) I II. I ° Sell ) 0 Response to Incomplete Letter # 0 Response to Correction Letter # V( Revision # City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 after Permit is Issued Project Name: ° R004ik 561 Wgst L Project Address: Contact Person: Phone Number: Summary of Revision: 7 gir4 aO16 1 I�4e i 'Ow.% clifiAct h%L. 741 • 4 zlLelos Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 0 Entered in Sierra on RECEIVED CITY OF TUKWILA JUL 2 8 2003 08/30/00 PERMIT CENTER I;f ;Y ?.: �:t.75r��'.rz� <, di:*3•'i�•.., .�i,•a. <ll�... 'iR.b ,•}' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2-7 3 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: 7 n / -230 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: 447 q ,/I 2 J Project Address: 1 V - c9 ' / Contact Person: f 5/ l�6 `� X5/7 Phone Number: 2 O / l / — 7 65 Summary of Revision: RECEIVED rry OF TI It�lvtt FEB 252003 rrNRMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 4: 08/30/00 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 9 \ o ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued kDt/L.,64,1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check /Permit Number: D01 -230 Project Name: SINGH RESIDENCE — LOT 3 Project Address: 13417 — 48 Avenue S Contact Person: Harry Singh Phone Number: 206 26/ 6' '3,-- Summary of Revision: Ael-tt.)s___e 0 etYr RECEIVED CITY OF TUKWJL A SEP 1 2 2991 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on �1llI�Illlt'd11��1� 09/06/01 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date g//y ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: Project Address: Contact Person: 1d City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/PermitNumber: 7© /-' Z3 c9P 9960? ..8 < Phone Number:M. -76 7 ; ' - Summary of Revision: gept. i- ' 'OPfG Re /vi � i,"7 / R66/ Entered in Sierra on i S vi Received at the City of Tukwila Permit Center by: CITY OF E TSdgl/LA nr� PERMIT calm Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 08/30/00 y f.Ai»<v X�sW.tY+'.u : rSVif aApi &'4 .`. >a1or,,rnr:w wmySV'Xi PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): n�'�� :'):Y •Y �: �:LITY., }1: ..�)� 'i1. .1..,, ri�S =e •' �:L �� �O�iiiit���r'inat�ari '?a . 'x 5. . ' ���.t �� art ��r i S ,.`� S r•' 4`i ` :i+"A•�' J �1 '.K.v 4Y :.d..: •� ?.�� ^• .. .. :u. F.�g�����ritatct�.� .b Y � ..f3�'��:7'il e � :wt. Name: j IN /� Name: Address: Address: • d • ZS & •t j LAS 477 b/', - ' ? 145-- Phone: ,c _ / _ -7 �� Phone: This certificate is for the purposes of: Residential Building Permit El Plat ❑ Short Subdivision Commercial/Industrial Building Permit El Rezone El Estimated number of service connections and meter size(s): (...W2P L' / �Qa 1/ Vehicular distance from nearest hydrant to the closest point of structure < ft. Area is served by (Water utility district): Owner /Agent Signature: L/Lk (c _____ ? Dater 1 / CITY OF _ JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: PART B: (To be completed by water utility district) The proposed project is located within The improvements required to upgrade the water system to bring it int compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Ba ed upon the improvements listed above, water can be provided and will be available at the site with a flow of gpm at 20 psi residual for a duration of 2 hours at a velocity of 2 -V fps as documented by the attached calculations. I hereby certify that the above information is true and correct. 111SZI W41 r ... CDu n i t)o. W O ion A,gen hone - o94o1-cis'4 F (Required only if outside City of Tukwila water utility district) 2.� (City/County) H-ha �J — J Z --O f Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project RECEIVED El Acceptable service cannot be provided to this project unless the improvements in item C2 are met CITY OF TUI< Am El System isn't capable of providing service to this project. JUL 3 1 ?nl Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) PERMIT CEN Agency /Phone By Date 1 z W re JU O 0 co = -I 1 _ � LL w F - _ H0 Z 11.1 Ljj U O N O f u.tW u'O 11J U = 0 Z EXISTING LEGAL DESCRIPTION THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. • NEW LEGAL DESCRIPTIONS THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN, NORTH 41'44'57" EAST 100.00 FEET TO THE NORTHEASTERLY LINE OF SAID SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH 4815'03" WEST, ALONG SAID NORTHEASTERLY LINE, 77.41 FEET; THENCE SOUTH 41'44'57" WEST 80.00 FEET; THENCE SOUTH 26'36'38" WEST 20:72 FEET; THENCE SOUTH 48'15'03" EAST 72.00 FEET TO THE TRUE POINT OF BEGINNING. �\ LC THAT'PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE NORTH 4815'03" WEST 72.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 26'36'38" EAST 20.72 FEET; THENCE NORTH 41'44'57" EAST 80.00 FEET TO THE NORTHEASTERLY LINE OF SAID ' SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH 4815'03" WEST, ALONG SAID NORTHEASTERLY LINE, 79.28 FEET; THENCE SOUTH 41'44'57" WEST 57.38 FEET; THENCE SOUTH 07'39'49" EAST 65.51 FEET; THENCE SOUTH 48'15'03" EAST 34.94 FEET TO THE TRUE POINT OF BEGINNING. 340 FEET AS 3, FOSTORIA ORDED IN GTON. UTHEASTERLY TO THE 95, IN KING THE FORTH TRUE :NR GIN, 'LY LINE RTH FEET; •H ;T THEASTERLY TO THE 5, IN KING H E RTH "NCE LINE THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED 'LONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE NORTH 4815'03" WEST 106.94 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 07'39'49" WEST 65.51 FEET; THENCE NORTH 41'44'57" EAST 57.38 FEET TO THE NORTHEASTERLY LINE OF SAID SOUTHWESTERLY 120 FEET THEREOF; THENCE NORTH 4815'03" WEST, ALONG SAID NORTHEASTERLY LINE, 100.00 FEET TO THE WESTERLY LINE OF SAID LOT 13; THENCE SOUTH 41'44'57" WEST, ALONG SAID WESTERLY LINE 60.00 FEET; THENCE SOUTH 4815'03" EAST 80.00 FEET; THENCE SOUTH 07'39'49" EAST 61.48 FEET; THENCE SOUTH 4815'03" EAST 23.06 FEET TO THE TRUE POINT OF BEGINNING. , ORTION OF _SE 1 /4 of N /4, s._15_ T. 23.N., R _ 4_f �•3OT THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERLY LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 4815'03" WEST 256.69 FEET TO THE WESTERLY LINE OF SAID LOT 13; THENCE NORTH 41'44'57" EAST, ALONG SAID WESTERLY LINE, 60.00 FEET; THENCE SOUTH 4815'03" EAST 80.00 FEET; THENCE SOUTH 07'39'49" EAST 61.48 FEET; THENCE SOUTH 4815'03" EAST 130.00 FEET TO THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE SOUTH 41'44'57" WEST, ALONG SAID NORTHWESTERLY MARGIN 20.00 FEET TO THE POINT OF BEGINNING. INGRESS, EGRESS AND UTILITIES EASEMENT THAT PORTION OF THE SOUTHWESTERLY 120 FEET OF THE NORTHEASTERLY 340 FEET, AS MEASURED ALONG THE SOUTHEASTERI. LINE OF TRACT 13, FOSTORIA GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 95, IN KINC COUNTY, WASHINGTON, DESCRIBED AS FOLLOW: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTHEASTERLY 340 FEET OF SAID TRACT 13, WITH THE NORTHWESTERLY MARGIN OF 48TH AVE. SOUTH; THENCE NORTH 41'44'57" EAST, ALONG SAID MARGIN, 20.00 FEET; THENCE NORTH 4815'03" WEST 57.41 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEE . • nr .,_ ... rrC'T. Tuc1.IP`C' • "",- -• i;: j:;lr 13 Monument in Case ead or Nail & Disk ug w /cap #23604 )e or rebar F ti 9 �� �` � 9 ^ ms s 0 Co s A c° ~i O 9 f�. /0. al \G . ,g c o, tK O ° A.-- j �� s• Elevation datum per City of Tuk Sewer manhole #9 -44; inv. = 4 Q rim = 56.0' Platted cent U O s hed , o w = W O u. Q = a I— ILI 2 D • o_ • ui S e CI , • in = U . • O Z• o Ili co 0 10' utility easement edge asphalt paving Manhole #9 744 q monumented 38.4' I 0 C) a) U C o_ • - Jl 5-' tot Ido ` 443 V EX e �w1L7j •t,n a. ;1• o1 /i • i dir.rii�+ •�iiii+, r! IOD ! I 1 !. I SOIL 1.oGA 4" FNC # 1 TI1EU _ i / �I (," SIDE --•-<' - + SE�t1ER Sti1fj' ' i1E 44 I ( DRAIN( PIPE • Sivt3 1E' 47.5' LOT" 3 i 1 5 I I y,;1.1. F.F.F 52. 0/o - -�� MLLE SIT, 4l� F. (5EE ' -1 L• PEE t AoTE 4 13u 'f€ -- l7•'FI EXIST ItJr t OU- .t )3423 NC T +^` 'IEO• tO` PRIVATE_ / , [7tZAtnPtC i esmT. 4i i0 fzfo. ASPH. (ecm ' 3sPE) ! 1 - 2' WEDGE- C` .6 • • fi' -OV.i L.tt.‘E / •32.Ct a.31'•' $" FVC C. .E,j— IE_: 47 ?-5" N+rrI> -s P,IF I.t%P i / r z 0 / 0 U i1 I a • o I 1 1 -- F ( 14 Gc. WRE O' 91T. If STANDARD FABRIC U.'1=D F41,13R IC LT FI *+CS ALO1-1G LOT "2 1 . ': LOT 3 I f 0P. L.tNC. P, ?PROX as L•F- c; Novs>< - s ENVe.LOFE - .( 4O 1 Tl Pi LO; T 4 s r SF rn FFta 52.E -- • - Ex1SrlNG CotilrouR PRO f35 D CGM-O U R (1) 0) 970.0' Ftu BACK O1= LOrS 11 ..Z_ II #3 10 --r 41.0 Tr f .0VI DE c. »ieR FOR tcR1 =i i ee P;PE i Z(o .Coat 1• \ le.L tiUGX - Ft p ' �fRENC:t/Le�C-1) -- ` '.S� Ncr?_ 4; �j . 1 I Sot L •F8, P M.:) I ' L-.06 p _ 1 1' .e lu� . d4 .- / !cp TE. *I F •1 ' 5 48 15' 03' - _ WATER - - O SE VET srua — S 15' e3•' E I j IE• 4 GL - Our 1 • - ._J I / J ( EXIST11.+G we sCIR35 IiRkiNI FIFE @ 0.5% ! FOR yaapWs& pfW I11 a I •1 ex. CLEN1 - -our \: i. , I 51150. I(IO "Trt W / I ` ' - .4 .Q -f t S suRF) AP - i � A 251.9 v4 ��RA•1E!_.. • QF2fv E•w;;`1 �L-B" [ GMP ' F . Sv 1 S HIGH Pr. -� sL�.55_I✓ tit 1 . lD-1.1614 L $ ESS RIS C f E DE- r 1BS' - lo PJC SDR 35 SIDE SEvjj FoR LOT'S 4 *3 C[ E :-G.T - e PRi IvATE 31DE KI5E U I e CR+lDD.IA,GE " r . SURF RF (WIN r JI�1�L tlAlrtTr -tr�v� r sE - - 4 Sla •m4' i ! E.-NIST. r9" SI sEw6cz - - — 4 . 1 '! NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ( )• i" X.L`IE11-'&LE1- QIQF.. ---1441: SERN ICE lZ` LOTS a Z Lcjr pY Q - IF-1 -1- HP: I" _Vii 14. - I 1 • 1 It I - R 1 - / v0 CrJ EtitSrilJ c . } tE : 4(.0.7 r � MI Kr:. TRt T Z l l I � Fttic CL, 4la. - j • r ExlSrtti !� '+? 4' ' a-r . Gs►ti S?n s;- SE F}.I9r. N1 RIM: sI tF• 1E- Is n tr_:� Part A: (To Be Completed by Applicant) Purp of Certificate: D Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: (- Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: e_Q'/ ' ' / b (-t Phone: 20 ( • 2_(0 1 - ? C 7 Property Address or Approximate Location: 4 � ) J4- x?c -- Legal Description(Attach Map and Legal Description if necessary): tsg + If- G ' P - I, e 9007'3 Part B: (To Be Completed by Sewer Agency) i/ 1. M a. Sewer ,rvice will be provided by side sewer connection only to an existing CO size sewer /v feet from'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.b above is checked) ❑ 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. 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 of city, 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: �r, UNIT: $ TOTAL: $ 2 -7 c, ° b GFC: $ f 5 SFC: $ / J J-D g (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.) CITY RECEIVED �� TUKWILA b. Easements: ❑ Required I May be Required JUL 3 c. Other: 2001 PERMIT CENTER By "WORKING TOWARD A BETTER ENVIRONNERTI S'IE WEIR DIIS7l'IUCT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY EVCertificate 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 th .,,y,nat re. S' , Title it 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 7 -/ - Date mm Drawing# 12 5 t - 5r FRONT ELEVATION SCALE: 1/4" = I LEFT ELEVATION I J( f e levation notes • • Mar iMrYawm l I� rad • Fi I understand that the Plan Check approvals are 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, Ry Date 102. 1 Permit N ,t 3�0 SEPARATE PERMIT REQUIRED FOR: 1564 EC HA NICAL (�E LECTRICAL ; UMBING AS PIPING =' CITY OF TUKWILA BUILDING DIVISION l P.n. of we ko N Alto....e t}yRn k NW, Mot b eew newer her each dru lure Wee front Woe plow Reproduce. by esr wi od of p.t or we.. dewed WOW* wk. perm/.pr Apr Meanest. floe, AeeUns • �R^�f pfd T we dm." old dl pr. Werekae we. dr Rowdy d AYeme"re Deep `Elmer% 02000 AL TEFINATNE DESIGN & PLANING REVISIONS Na CH ANGES SHALL BE MADE TO OF WORK WITHOUT PRIOR .�iv ✓ rILA BUII.0 Q ° ;I OVAL OF 7UK`111 E A NEW P��I s «.: ;n cr.W,ICNS WILL kJA O MAY INDL.UDE ADDITIONAL PLAN REVIEW FEG.U. '+ p 2 8 2001 ks ICIED e'lRLLY*G DM! s_ PTO OPONSOM � PIM= TO ommucrEst RECEIVED CITY OF TUKWI, A ;JUL 3 1 2001 PERMIT CENTER - 12'-0' 14'-0. IPATIO) 4'-O' 7'-0' T -0' E'' •30■1' b' -104' • / 4 F -1 - -71 R- -7 R-� - - -7 F- - -„ lc- - -y - - r _ 2 I[_ y y 6 1,' :24 1 ` ` * 24 4; 4 C CRAWL SPACE 6 'MILL V B. `jr v 1 X 1 ;% b b MILL vB. I ‘ 6 MILL V.5. I i� t i ,,, 24,1, Q ti SD' -0' FOUSCATION PLAN ti i M SCALE: 1/4" = I'"O" 16' Il FOUNDATION VENTILATION T' x 14" SCREENED FOUNDATION VENTS s .61 SO F7. 5m • b1. 1 0 REQ. VENTS P ROVIDE 10 (1 "xl4 ")VENTS= 925 SQ. FT. VENTS MAY SE INCREASED SY DUE TO ACTUAL VENT AREA SQUARE FOOTAGE SUMMARY I.pdated 02/16/2001 MAIN FLOOR UPPER FLOOR TOTAL 1000 S.F. 1388 5.F. 2388 5.F. BASEMENT (unfininot GOIGu. ) XXXX S.F. G ARAGE 400 S.F. COVERED PORCHES) 40 5.F. COVERED PAT1O(5) XX 5.F. OVERALL WIDTH 30' OVERALL DEPTH 52' SQUARE FOOTA6E IS MEASURED TO THE OUTSIDE OF WALLS. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN WHICH TI-EY ASCEND. OPEN TO BELOW SPACES ARE NOT INCLUDED IN CALCULATIONS. 6ARA6ES ARE NOT INCLUDED IN HOUSE SQUARE FOOTA6E CITY Of 110ittik APPROVED SEP 2 8 2001 AS ti1'1iE.D � ..Cflt+tG ONt!ti_ comma= 10 VOW Al OMAN= 10 05101100 1.1021 10 02•110:1104. tOIZ3° Thom Tim haivlonve hWend wo"a Porn. of we fee Y ANvnstho Coign k Awn" p"sb meracew bath often. bather* Mom Om. It * by o l f md d d P- o we ►wfu. e ` I *Mout MIti1 peeenl=lon horn AR+nsdoo 001,1n k (left • sp'a117 pmhlbled Tow dean'. Y1 peflae mhos ram. er troP=.y of AL... D.etin Ph .% 02000 ALUERNITNF fESIQN & PLANING RECEIVED CITY of nowt A JUL 3 1 2001 PERMIT CENTER r m 0 0 I n sIMP 5THD 1411 14 HF *2 MEDIA ROOM 1 ' -c ' 3 ' SIMPSON 511014R.1 (SARA6E 20' -0'x20' -0' 400.0 of ITx1I SHEET SO% OF SCALE SHOWN 16' -0' 20 ^-R'1 in 30'-O' PANTRY I SIMPSON 5THDI4 MAIN FLOOR FLAN REG. ROOM REFER HALF WrrL.1. IN/ RAIL PER O5 SPECS. 6'-6' K I TGHENETT 12' -2 V4'x10' -6' 12'1.9 sf 2' -0' 15' -61' 12- 111 FOYER GOY ". PORCH 1o'- o'x4.0' 40 t of 3' -0" 3' et TRY 3068 6' -0' 2 10' -0" SCALE: Y4" = 1 f , In NOT con it eroPt TO WNW ALL OVIN AIb itf) CCf0M N6 PION TO COSINUCTICH SQUARE FOOTAGE SUMMARY (ide#.d O2/I612001 MAIN FLOOR 1000 S.F. UPPER FLOOR 1388 S.F. TOTAL 2388 5.F. BASEMENT (IJnFInJnot calcu. ) XXXX S.F. GARAGE 400 5r. COVERED PORGH(t 40 S.F. COVERED PATIO(5) XX S.F. OVERALL WIDTH 3O' OVERALL DEPTH 52' WARE POOTAGC 15 meAsuserp TO THE OUTS= OP WALLA STAIRS ME COUNTED ONCE TOWARD THE MOOR N WHIGH THEY ASCEND. OPEN TO MOW SPACE! ARE NOT INCLUDED IN GA LCALAnONS. dARA deS ARE Nor INGU10E0 IN MOUSE SWAM 1'OOTA'6E INCOMPLETE ALL HEADERS TO BE 6x8 U.N.O. CITY Of TUKWILA APPROVED SEP 2 8 2001 AS PrOTED �1_J1L DN1S1N Thom gems uorowklial w.e.d.s.twWaal wr.. Mnn.d. rf lmtw Ai tA n = • 114111habe s• ed. 4* will.•• •lr.pn.i.I. Fawn Aboad. f4nw. • 11.E G2000 ALTERNATIVE DEIGN i RANNO t:o I -Z3o RECEIVED CITY OF TUKWILA AUG 1 4 2001 PERMIT CENTER S I n r n h r- I t 3'— #✓ • 2' 1g 5' -7" N [I► 6 -3" • 10' -123' 7-1 dr T-1" 113'- 4'xIO' -0' 133.4 sf • BEDROOM 10' -4"xI I'-8 I/4' i2O.4 3' i 30'-0r 4' II' -2i• d 34'-0• 5' - 2i• . 22 ? — PAT BEDROOM 10 1/2'x11' -8 1/2' 122.4 sf I I' -2i• 34'-O" UPPER 1..00R PLAN T$' S'-O' d 61 — STRAP � 18' SHELVES 5'--q' EGK 20' o * excAo FAMILY/LIVING (T- 4"x13' -II 1/4' 247.4 sf 20'-6 • RAISED EATTIAS BAR KITCHEN I /4'xIO'- 121. sf OPEN TO BEL ON 5tVVFJOVEN V.T.D. , 4030 112 ROUND i PICTURE 12' -7/" 4 SCALE: Y4" = I , —O" 40 XO 2' 2' a d -I SEE PINICOIR STRIP DRK Tl' SIMPSON LSTA30 STRAP LSTA3b STRAP ALL I'lFA17ERS bx8 HF W2 U.N.O. SQUARE FOOTAGE SUMMARY Updated 02/112/2001 MAIN FLOOR 1000 S.F. UPPER FLOOR 30 1555 S.F. TOTAL 52 2388 S.F. BASEMENT (unfin.not calcu. ) XXXX S.F. GARAGE 400 S.F. COVERED PORCH(E5) 40 S.F. COVERED PATIO(5) XX S.F. OVERALL WIDTH OVERALL DEPTH SCUARE FOOTAGE 15 MEASURED TO THE OUTSIDE OF WALLS. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN WHICH THEY ASCEND. OPEN TO BELOW SPACES ARE NOT INCLUDED IN CALCULATIONS. bARASES ARE NOT INCLUDED IN HOUSE SCUARE FOOTAGE COMIIICTON 10 NOW AL1. OVlU11I AO 02IXT 1. TMOR TO COMMIIICIek RECEIVED CITY OF Tt1K WII, A JUL 3 1 2001 PERMIT CENTER ■ 7�pdr ". taaavl..o MIR kddr.e.. py.al be doe Alee".M•e nor* It M., p.gle . ado eructate b. hen. theme ea. Umh/.y rid of A. part. ar.eayau.Aeed .Meat .1 pmelsbn Ran Mtn..thy °tor k eIntOn. b warataly , R T C by nd. R prM.IM.Raw prove& D.Igr k pl.Mns ® MOO ALTERf1AT1VE OESION & R APIN° J t J I n r n h r- I t 3'— #✓ • 2' 1g 5' -7" N [I► 6 -3" • 10' -123' 7-1 dr T-1" 113'- 4'xIO' -0' 133.4 sf • BEDROOM 10' -4"xI I'-8 I/4' i2O.4 3' i 30'-0r 4' II' -2i• d 34'-0• 5' - 2i• . 22 ? — PAT BEDROOM 10 1/2'x11' -8 1/2' 122.4 sf I I' -2i• 34'-O" UPPER 1..00R PLAN T$' S'-O' d 61 — STRAP � 18' SHELVES 5'--q' EGK 20' o * excAo FAMILY/LIVING (T- 4"x13' -II 1/4' 247.4 sf 20'-6 • RAISED EATTIAS BAR KITCHEN I /4'xIO'- 121. sf OPEN TO BEL ON 5tVVFJOVEN V.T.D. , 4030 112 ROUND i PICTURE 12' -7/" 4 SCALE: Y4" = I , —O" 40 XO 2' 2' a d -I SEE PINICOIR STRIP DRK Tl' SIMPSON LSTA30 STRAP LSTA3b STRAP ALL I'lFA17ERS bx8 HF W2 U.N.O. SQUARE FOOTAGE SUMMARY Updated 02/112/2001 MAIN FLOOR 1000 S.F. UPPER FLOOR 30 1555 S.F. TOTAL 52 2388 S.F. BASEMENT (unfin.not calcu. ) XXXX S.F. GARAGE 400 S.F. COVERED PORCH(E5) 40 S.F. COVERED PATIO(5) XX S.F. OVERALL WIDTH OVERALL DEPTH SCUARE FOOTAGE 15 MEASURED TO THE OUTSIDE OF WALLS. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN WHICH THEY ASCEND. OPEN TO BELOW SPACES ARE NOT INCLUDED IN CALCULATIONS. bARASES ARE NOT INCLUDED IN HOUSE SCUARE FOOTAGE COMIIICTON 10 NOW AL1. OVlU11I AO 02IXT 1. TMOR TO COMMIIICIek RECEIVED CITY OF Tt1K WII, A JUL 3 1 2001 PERMIT CENTER 4 r L ` TT �y, J V I'r -1 ° 1 i O\ 3O' -O° ' 3° L : j 1 MAIN FLOOR FRAMING —may 12r -H" i f i SCALE. 1/4' • I'-O I . • I t I I � X ° 1/2" 5.C.i..r101ST5 .A 16° D.G. PER M. SPECS VERSA RIM PER MFR. (TYP) SQUARE- FOOTAGE SUAW Updated O2n6 /2ooI MA FLOOR 1000 5.F. UPPER FLOOR 1385 S.F. 1 O 1 AL 238$ S.F. BASEMENT (unfinlnOt calcu. ) XXXX 5.F. GARAGE 400 5.F. COVERED PORCH(ES) 40 S.F. COVERED PATIO(5) XX 5.F. OVERALL WIDTH 30' OVERALL DEPTH 52' 5GUARE FOOTAGE 15 MEASURED TO THE OUTSIDE OF WALLS. STAIRS ARE COUNTED ONCE TOWARD THE FLOOR IN WHICH THEY ASCEND. OPEN TO EZLOW SPACES ARE NOT INCLUDED IN CALCULATIONS. (SARAGCS ARE NOT INCLUDED IN HOUSE SGUARE FOOTAGE r ar NOTE: 0.11101010 �� NNW AL caimarnat APPRt!Yt SEP 2 8 2001 As NOTED nivri rrvrtt 1)01-z36 dl r Ow rot I. atareimar .ra, ar.rl.eeer. Perm. of nom k.bdwMM..° Ninbipn,, &productive by toy °rd. of peat or.rWfm. &dad HO. vet. pen.100r. A.M. Ahpnret o Oarign! M1ohp b iamb dr prop ety of AMrrww Deign a Rob* 02000 ALTERNATIVE DESA1N s PLANING ■ 1 RECEIVED CITY OF TUKWILA JUL 3 1 2001 PERMIT CENTER a II T/8 BG JOISTS • 16' - PER MFR FERSA RIM PER MFR. OR PARALAM 2'—O' V -3— ;lc 5 I/6' x 18.5 618. 24F —V4 4x12 f !►2 Its L_ 4ndO Hf 02 iu-- 4x10 W •2 . Iq it PF *2 UPPER FLOOR FRAM I NS 6x10 HIP 11 I I 4 SCALE" 1/4" = I 2x& TREATED JOISTS • 16" OZ. II 1/8 B.G.I. JOISTS • 16" O.G. PER MFR. SQUARE FOOTAGE SUMMARY 11pdot0c 02116/2004 MAIN FLOOR 1000 5.F. UPPER FLOOR 1 388 5.F. TOTAL 2388 5.F. BASEMENT (unfin.not ) XXXX S.F. GARAGE 400 5.F. COVERED PORGH(ES) 40 S.F. COVERED PATIO(5) XX 5.F. OVERALL WIDTH 30' OVERALL DEPTH 52' SQUARE P00TA61= 15 MEASURED TO THE OUTSIDE OF WALLS. STAIRS ARE COUNTED ONCE TOAARD THE FLOOR IN PNIGN THEY ASCEND. OPEN TO BEL0V4 SPACES ARE NOT INCLUDED IN GALGULATIONS. 6ARA6C5 ARE NOT INCLUDED IN H4OUSE'0UARE FOOTA6E SEP 2 8 2001 AS WED l_D14,1G DN��t WALL LINES BELOW FERSA RIM PER MFR. OR PARALAM NOTE: 0oN101C10N 10 b r ILL MOMS Mo CA01000 P110010 1101. Tam s. k "x. kmeard.let Wed down Papua. uml olac r be be c AMnwrxvc Oalp& Manias prix 1•3 mob..n fan.. Ow., Wit nm �...po.,. 1pnbaden by way and d .i, pot 0..1"10. amid *Moot «Aem pmnrdo, horn Ahem .<noldn! n.n1,0 mpraley p.a.. dm Thor . ph. emeh ohs m ® 2000 ALTERNATIVE OEEIGN I PLANING RECEIVED CRY OF TUI(WILA JUL 31 2001 PERMIT CENTER ,l. +4 5d2 Ro0P PLAN 5:12 111 5:12 N4 SCALE: 1/4" = NOTE: ALL ROOF TRUSS DESIGN TO DE DONE E3 ' TRUSS MFR. CITY rF TUKWILA APPROVED S 2 8 2001 AS I�iO1 ED t!I'1 EP !!' B'Idr'. �►i` BSI 1 - Z30 i NOTE: TF3$6 LAYOUT TO se REVf6" w APO APPROV5D 61' TRF6 MANJFAGTURER PRIOR - TO CONSTRUCTION. ALL cHANDE' AND OR ADDITIONS TO THIS PLAN TO BE SEP4ITTED AM, APPROVED BY ARCHITECT PRIOR TO GONSTZUCT1ok --TRUSSES SHALL BE PLANET FABRICATED OP OR HEM-19R. TRUSS MANJFAGTURE R SHALL SUEM T SHOP ORAWIN 5 AND CALCULATIONS STAMPED, SEONED AND DATED BY A WASHINGTON STATE LIcelser, STi%,IGmRM ERSIMEER. ALL TRUSS PLATES AND CONNECTORS SHALL DE ICED. APPROVED. VT32IFY MECHANICAL UNIT LOADS AND L GATiONS WITN SIPPLER AND FURNISH ADDITIONAL TRUSEes AG REQUIRED. - MSS MANJFAGTURER SHALL SUBMIT SHOP DRAMINGS TO THE ENGINEER EE2 OP RECORD FOR REVIEW PRIOR TO PADRIGATION. -TRUSSES SHALL BE STAMPED HY THE MAN.`AGTU ER OR HY A QUALITY CONTROL AGENCY SUCH AS THE rIAENIN67ON STATE MEG FABRICATORS COUNCIL. -NON- HEARING NULLS SHOULD BE NOD AWAY PROM THE TRUSS BOTTOM CORD WITH AN APPROVED FASTENER TO INSURE THAT THE TRUSS BOTTOM CHORD WILL NOT DEAR ON THE MALL. -ALL ROOF TRUSSES SHALL BE FRAMED AND TEED WO THE FRAMEWORK AND SUPPORTING WALL -5 SO AS TO FORM AND INTEGRAL PART OF THE WHOLE ROOF. TRUSSES SHALL HAVE JOINTS P ELL FITTED AND SHALL HAVE ALL THE TENSION HEMMERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY ERAGIN6 SHALL BE USED TO BRACE ALL TRUJAt'S. ROOF VENT CALCULATIONS Y.,)000 SD. FT. OF ROOF AREA DIVIDED BY I SG. PT. Or VEETADL.L AREA PER 500 50. PT. EQUALS X.XX SQFr. PROVIDE 50AE (XX 5Q. FT) OP SOFFIT VENTS AND 50% ()CX 52. FT. ) ROOF JACKS AT MIN. 36' ABOVE PAVE AT ROOF AREA (b(LUDIN6 THE AREA OVER COVERED PORCH), PER U.B.G. Sec, BOSH. EVENLY SPACE VENTS THROUGHOUT ROOF AREA FOR BALANCED CROSS VENTILATION. NOM OCOMMCIOR io WNW AL MINNOW AO COOMO CONSINCIICA INSTALL SI7-/P50N HURRICANE TIE HI AT EACH TRU55/RAFTER TO PLATE INTER5EGTIONI eo.bedimb rod br •tfroethro pt.• lop' by my wend of pat, or rm.,. them[ ea.mt mg. pvrel..bn nom A rbon. Dote Mooing le lora., rabid. nor *whip and .11 pehk. xrdaer ..eras P.o wly of Aflame. Daly • Pie ., 02000 ALTEANATNE DESIGN a amen J • RECEIVED CRY OF TUKWIIA JUL 31 2001 PERMIT CENTER • Ala 5UDMG PER ELEVATION of TYVEK A Eb .& // SHEATHIN6 ,/ IMAGED WALL PANI3_ PER PLAN MAIL SIEATHLN6 Ni Od AT b' oz. AT PAN/3- E176E5 AND 12' o.c, IN FIELD) RIM JOIST PER FRAMINS PLAN 2x6 CONT. 6VB NAILER 2x6 HALL T PLATES AL.L .a:rflNe PANEL TO FRAME ONTO COMMON MEMSERS 5ID1N6 PER ELEVATION 0/ TIVEK HOUSEPRAP Of 7/16' APA RATED WALL SiEATMN6 w/ BRACE WALL PANEL PER PLAN MAIL SHEATHING w/ 6d AT 6' oz. AT PANEL EDGES AND 12' o.G. M FIELD) SCALP, 9/4' • P.0' 8" 1= OUNDATION WALL eGALd 6/4' . P-O' P-002 2x6 WALL 511.125. 16' or. I/2' 6VLB AT WALLS R-4 BATT WALL INSULATION 24f WALL BOTTOM PLATE BATT FLOOR INSLLATION L1213. OF JOIST x 129 25/32' T46 PLYWOOD SUB FLOOR (SLUED 4 NAILED FLOOR JOIST PER FRAMING PLAN 1/2' 6W3 AT GEILJN6 L/2' 60113 AT MALLS R-!4 ISATT WAIL MSUL.ATION 2 d 6 WALL 6TUDS • i ' oz. WALL w/ FLOOR I NTERVEN I N6 80ALM 5/4' • P-0' (-VIM PARALLS TO NAL L) F-061 SLAS AT PORCH FLOOR JOIST Pf•R PLAN 3�i ►�Vii!�A� i�i�i►�� 2x4 EACH SIDE PER PLAN -14 BATT FLOOR INSL(.ATION 9/4' •OLD T46 PLYWOOD FLOOR GLUED 4 NAILED 2x SOLID BLOCK SIMPcaON A34 ANCHORS AT EACH POST ISOLATED LOOTING WALE. W4' • 1 P-040 INTERIOR GRADE w/ 6 1N1. BLA K V15p,EEN V8. N L2' MIN. LAP AT JOINTS PER PLAN UNDISTURBED SOIL BEARING AT POOTTN6 ih ALTERNATIVE DESIGN & PLANNING PROFESSIONAL HOME DESIGNS Plan: (263) T/1:4942 ♦IY•A: mIkebt2ll••brnl p p Life' !ATE 'ire !1 ! Al Ail iGl l amed • o. AT furrows - K8 WMLL. 6 dt*C:w PWl9 HOUSE /GARAGE FOUNDATION WALL .6... I-O' P-004 514=ATHIN6 ALL 15EMT TO BE IN PRLOR PI - • PLOOR JO1 PER PLAN (ATTACH /ST TO SILL PLATE rJ S A55 ANGLE) GOVT. HORIL BAR AT 10 O.G. 2x6 WALL STUDS • 16' o.c. SIDING PIM ELEVATION 0/ HOVSEPRAP w 0 L SHEAR-1114S w/ BRACED PAIL , PLAN L SHEATHING w/ S d AT 6' oo. AT PAJIEL 1"176E9 AND L2' oz. IN MELO) ED6E5 TO - . PANEL O COMMON RIM JOIST PER 4 ir 4' dla. Mgr. MD. DRAIN Fesurrew 8" SASEMENT FOUND TION WALL SC.ALM. W4' ■ 1'-0' et. 4OI1Te 0 1/2' 61.6 AT WALLS -W BATT WALL INSULATION 2,46 WALL BOTTOM PLATE -Id BATT FLOOR INSULATION 25/92' T46 PLYWOOD SUE FLOOR GLUED 4 NAIL ay of APp o SEP 2 8 ?001 's iso ff o TO GONr.. NALL) P-020 NOM Ai 012u10111 POOR IDCOMMIIMIK I ' M.* betrydite. aormeel....16 Wed rtlrrr ny....l of an he M aid AR..Wvafin 4 Amiss Mario Amstrad. ear sad .tr.ds.e f.!•m IQ p. lsproa.. by my meld d Q pKor sort l.s`d Ad. lend.. yonwlrbn horn Mlor..dtl.c Maly. • f.reels spree. Arabia . R.r d.wY.p.d di pr. Y.. . soda As pr.. dA .m. McV•R.. © 2000 ALTERNATIVE OESIGN 4 PLANING RECEIVED CITY OF TUKWIIA JUL 3 1 2001 PERMIT CENTER Y caw Rome - - SLOW' PaPE1e — 4' OSB 642`11.6 • TRAM ME. •1M AWED 21.0r3315 Aa.4211116 b•4_ =AR Fa6pt abeHl .6 '£Tal. (41 rM =OR PSR P..l -- 5f4' TRIP &MOM veer. Ri.Tt oal a 16 G 1166 5468Rc*•71.OL R-15 P ILA 1 4• osa slfan4116 TroBC aeeP Tr Lae Imo 1 4' T46 PLTLOCO CUED 4 i1AtfD JOISTS • 16' CC (PER PL*) .WGI :aR PLAN 511. 142P+ s>Racup VW_ FRA.E DV 1 ce—eas '5ra8• 74'cL. R -P. 1451LAT10m 4 0 1 6 7 5 • 16' OL. ( PI.IN) R - I9 IIALAT7CN 54' • IC' TRt1 &RC 7x PT. WOO Sdi 4' T1G4TLlE FOR ROOF 4' FEW. FTC= DRA TYFICAL WALL SECTION xrs 5GA1. &' 4 • • 1' -0• PER PLAN CANTILEVER FLOOR rn '—F a 11 Pro. (263)770-3042 ALTERNATIVE DESIGN & PLANNIN PROFEEIS k'{ L HOFrE OE8(fN8 e -n+61. ralob42asenstsososial MFR. ROOF misses AT 24' o.c. COMPOSITION PER ELEVATION s EUILDIN& PAPER 1V16' APA RATED 51-EA N/ bd AT b' o AT PANEL AND 120 . IN FIELD 114VLATION BAFFLE TO EXTEND 12 Af3V. INEULATiON n/ H GEAR AIRSPACE 2x VENT BLOCK LP SMOOTH PANEL DOSE ,V! 6' FASCIA r4/ CONT. SEAMLESS &UTTER PLATE T CLR ONTO COMMON PANEL " FOUNDATION w/ PONY WALL SCAM BAP • 1 4,O 1W _I. su Aw / ► .M . 1 SWINE, PeR ELEVATION 0/ 1/16AAPA A MA L SFEATHINb w/ BRACED V 4 JJ. PANEL PER PLAN (NA)L SFEATN11W• •t/ ad AT 6' o,c_ AT PANE. ED6ES AND 12' o.c. IN FIELD) ROOF IN V2 6418 AT GaLR16 SIMPSON FR AT EVERY TRUSS R -I4 BATT WALL INSULATION I/2' 6W3 AT WALLS 2x6 WAIL STUDS • lb' o.a. ROOF TRUSS DETAIL AT !AVE Do 3 o CITY of rumtu APPovfo SEP 2 8 200i AS Itu I Lu � 01110110100R � ry el� att�ryM�L/�p11a9!l�!l�11�10110� •MMlflts rf/�a N anwt et CIIL lbw plasma h .na.daue w!A 6nall•••. Pam.M deft Inc r fx Allessave °oar A Morel rice le aastrueson fiver•butt from ass plea apr.lr•m b/1 n. ®d d ..pre, or seireirm baud .IIAaK •rNte pacnWh+ from Mara*. Loeb naiads P d Tam are+, end Mta nUelline Pf•••, ® 2000 ALTERNIATWE CESIGN d PLANING RECEIVED CITY OF TUKWILA - JUL 31 2001 PERMIT CENTER P Ps� 101 4 ig* lig -o� x goo 109 1 0 d I N qq:1 3 AkI ni IHE 1 !I - ifigh ill 10 W144 4sii" relic" ito ti t b 444 E V al img tP ti) Vi f; S € a 0. III I ( s MO: !OP API tt g CX d R _ Itot tt pomp nit 014 iii_dorpgi,, 1000 4 1 0 1/i l e 8 a c =€ 111 ! I T ' 6 94'04 $ r : L J g � 7 le 2 10 dO > 1 d X ag d g 11P g hr t rgg giogasi, * isgsszi :011 d ; 6 1 Fi t , §M""g4 41 e l§ I NOM gl 1 1 I'd ist 11 I 14 .111„ d > og :I IN " g " I • I ! ij •Itt 1,4 ti 4d <- a 0 • I 0 a 8 O J u J iit Mono: r70-3942 • /I o. 4 1 t 41 61 1 91 4y� 1/ I 24 it R a ! cit 4 4 0 I d; 1 t;21 dRao E1 • 4 11 Pi pin 1:1 11 RI 41 11 giiti 44 4" Nigl Zi t!illi- N 10 i ll hi POI 2 0 31•41 3 F Ig2 ALTERNATIVE DESIGN & RLANNIN PROFESSIONAL HOME DESIGNS .{lima: enikeb42usatinetrupemt t4i IP NU Bi; 4111 !g ii E , 1! 'I Pi' 'foo gi J 3 0 4 1p1101 C Jith - 144 CaMwAG1011 10 WNW AlL OIOrb$ At? OAcnus !' IR 10 0 flal ' I op • P 4,r ra, -11 4 116 i gog 4 g li S 4' � F p � fi . _ s e• y . ' 4 p 4' 1 - : i fP ��p o f gs � Rfi4 e , � ., axe i _€ s_ �� 5 1 R t 4 11 • I .> q PR I tg ?s F�� R . 1 $� � 3s�y. d��s x6g s��a �:_a 87 ar s Vi g g3i � C� I i Iy 110 . Q f� g � oh 939 02 � � 9 � � n � ; � 4 IP a iR 4o mi 11: € II 1411 111 ;5111 t 3 � a :: e 100t BO IA Ii5-$ 14 It !"! 41 IC r ifu 'Dok•;i36 ork/t P, s we loe i �Mn.w. r t a �r1r. r *""d"""' I�fr..d� mwslM. Mn., l7 a'!' r a tiwod wfMamt *AMP pon.lrkon Rob AMvwrll,c Orly • tm•41 • sprerl, Pwlill.l 11a.. amity. and ell IbabsIa main fhb prepay dAl..a+iv.D eot• Plembie ® 2000 Al T1 1M i i Ply Cm' OF TI 1L11 F jtil 3 1 2001 PERMIT Cann PAN TE0TEl7 t 0.26 1 INCH r INC 4 I b INCH r_ 5n + I--- 1 I b INCH O1NGH — I 4 INCH r ' INGH I I s INCH I MINIMUM FLEX DIAMETER Oat WA 4� I WA I Nv LIMIT I 44 MAXIMUM LENEFTH FEET INCH 6 INGH I I b INCH 5 INGIf I b INCH s INCH 4 t 4 I b INCH L sINC+I I 4 INCH I MINIMUM SMOOTH p1AMET,ER I NO LIMIT L NO LIMIT NO LIMIT 4 I NO LtMITA „ L No LIMIT 4 MAXIMUM 1.-ENerTh ITT MAXIMUM ELBOWS I P Ps� 101 4 ig* lig -o� x goo 109 1 0 d I N qq:1 3 AkI ni IHE 1 !I - ifigh ill 10 W144 4sii" relic" ito ti t b 444 E V al img tP ti) Vi f; S € a 0. III I ( s MO: !OP API tt g CX d R _ Itot tt pomp nit 014 iii_dorpgi,, 1000 4 1 0 1/i l e 8 a c =€ 111 ! I T ' 6 94'04 $ r : L J g � 7 le 2 10 dO > 1 d X ag d g 11P g hr t rgg giogasi, * isgsszi :011 d ; 6 1 Fi t , §M""g4 41 e l§ I NOM gl 1 1 I'd ist 11 I 14 .111„ d > og :I IN " g " I • I ! ij •Itt 1,4 ti 4d <- a 0 • I 0 a 8 O J u J iit Mono: r70-3942 • /I o. 4 1 t 41 61 1 91 4y� 1/ I 24 it R a ! cit 4 4 0 I d; 1 t;21 dRao E1 • 4 11 Pi pin 1:1 11 RI 41 11 giiti 44 4" Nigl Zi t!illi- N 10 i ll hi POI 2 0 31•41 3 F Ig2 ALTERNATIVE DESIGN & RLANNIN PROFESSIONAL HOME DESIGNS .{lima: enikeb42usatinetrupemt t4i IP NU Bi; 4111 !g ii E , 1! 'I Pi' 'foo gi J 3 0 4 1p1101 C Jith - 144 CaMwAG1011 10 WNW AlL OIOrb$ At? OAcnus !' IR 10 0 flal ' I op • P 4,r ra, -11 4 116 i gog 4 g li S 4' � F p � fi . _ s e• y . ' 4 p 4' 1 - : i fP ��p o f gs � Rfi4 e , � ., axe i _€ s_ �� 5 1 R t 4 11 • I .> q PR I tg ?s F�� R . 1 $� � 3s�y. d��s x6g s��a �:_a 87 ar s Vi g g3i � C� I i Iy 110 . Q f� g � oh 939 02 � � 9 � � n � ; � 4 IP a iR 4o mi 11: € II 1411 111 ;5111 t 3 � a :: e 100t BO IA Ii5-$ 14 It !"! 41 IC r ifu 'Dok•;i36 ork/t P, s we loe i �Mn.w. r t a �r1r. r *""d"""' I�fr..d� mwslM. Mn., l7 a'!' r a tiwod wfMamt *AMP pon.lrkon Rob AMvwrll,c Orly • tm•41 • sprerl, Pwlill.l 11a.. amity. and ell IbabsIa main fhb prepay dAl..a+iv.D eot• Plembie ® 2000 Al T1 1M i i Ply Cm' OF TI 1L11 F jtil 3 1 2001 PERMIT Cann File: DOZ3& 35mm Drawing# S ‘.0-0‘6 CeibtoitiAt s2 tibc_e ��- C L ; f w i L t • 3 C% '410 1 A,t.) •7 ,ei S I 0 INCH CHINA 5L t7L EL Zl 11111 11111 ���II����IIII I ���lIIII[��iil� IIIFii�I �i��llll�l1II 1�II These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Adlitions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by' the Public Works utilities inspector. C Q R Date: B R E G ION 09. o, — / LTR# IIIIIIIII •IIIIIIIIIi111111i11111 5 6 9fa ,44 • 9 ti E Z I Fib p III111ll1ll1(111111111111iii 1i 1 11111 iiii111111111111111111111iiiili111111111 s' RECEIVED CITY OF TUKWILA PERMIT CENTER SEP 1 2 zoos b014-230 • 4PSON H014 6x10 HP 2 2 . 1 4.•.,611 4' -I" SIMPSON STHDIORJ r • 1s-Oi" 8' -51" Qv pjPRO'E I6'-O" FEB 25 16 tAtS 2O'-O" I. • PANTRY SETHDIMPSCI414 1 rL HALF `R P4/ RAIL PER 0Y'NER9 5P60s: 3' /iv) /' 0 INCH 1 i;~' 2 3 t . , CHINA I5' -6i" 17' -2 V4'k1Oi-6" 121. if 2 2'-O't r r r 4'-O" 2'-O" TOYER 3'-O" 9' GOVO. PORCH Io . o'* V-o' �- . SI• VI E1 Z1 ' 0 ._. t , 8, L 9,a,xt .5 V E Z I pr 111111111111111111111 I111111111111 ,1 111111111111111111111111111111111111111111111111111111111111111111111111 5 6 .' N 4 ■ N D011--Z 3 ALL HE 6x8 U.N SQUARE room, L,'aat.d 02/16/2001 6 2 MAIN FLOOR / UPPER FLOOR IO'-O" TOTAL I9Ac+FMF•T 14 In /r1:11. • • 3 -' 2' -3 " 12' -14" SIMPSON STh1i4 CAI 4F AVOW, V AnAtle 009 20.- o5c2o' -o' VEB 2 . 5 r .vJ ``'") ,FISION NO, I6' -0" 20' 4) 2'-0 II�ILLI�I 1 I t i l ItI l l I I I I 1 I I I I I!I 1 1 I I I L i IiI i 1 I I, 1 L , 1 , I , I , I I I , i ; i ; , I� , � , I ; I ; I i l i l INCH ,. 0 CHINA 1 2 9 4 5 6 B4 bl £t . Zl � 6 .:, 8. a; ..I. 9,:,.: 5 b £ Z l rib IIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIII IIIIIi�IIIIII�IIIIIIIIIIIIIIIIIIIILI� .IIIIIIIIIIIIIi liii iiI I Il III 1IIIllIII�I ijIII��Il�ilI IilIll�l�l 3 3'-0" i 47 36 SOL L dat« 6'-O" 2 MAIN �`--- -�r' -- WPM 10'-O" TOTA •4` RA��