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HomeMy WebLinkAboutPermit D01-351 - SINGH RESIDENCE - NEW HOUSESINGH RESIDENCE 14635 46T" AVENUE SOUTH D01 -351 HNy Zf, Ii C L /W G=.. 'U O' -co 0:. • w -i I-; w O: u. a� z f- OY. z w, •U� O I-! • • V. • Oi • LU • O ~` • Z Parcel No.: 0040000757 Address: 14635 46 AV S TUKW Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: City of 1 ukwila Contractor: Name: Address: Contractor License No: Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: Devperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SINGH RESIDENCE 14635 46 AV S, TUKWILA WA HEMPEL SCOTT 14637 46 AV S, TUKWILA WA DANNY EMERSON 38809 191ST AV SE, AUBURN, WA DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3,025 SQ FT SINGLE FAMILY RESIDENCE, 540 SQ FT ATTACHED GARAGE AND 212 SQ FTUNCOVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS DRWY, LAND ALTERING, STORM DRAINAGE AND STREET USE. EXISTING STORM DRAINAGE SYSTEMIN PRIVATE ACCESS ROAD WAS INSTALLED AS PART OF L99 -0003 HEMPEL SHORT PLAT INFRASTRUCTURE /LOT 1 SFR ADDITION PERMIT D99 -0068. PROJECT ON VALVUE SEWER AND WATER DISTRICT #125 WATER. $272,714.58 N/A Y N N N Y N N N N Y Y N DEVELOPMENT PERMIT D01 -351 Expiration Date: Permit Number: Issue Date: Permit Expires On: Phone: Phone: 253 - 939 -1373 Phone: D01 -351 12/11/2001 06/09/2002 Fees Collected: $3,331.97 Uniform Building Code Edition: 1997 Occupancy per UBC: 0007 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 12 c.y. Start Time: N End Time: Private: N Public: N Private: N End Time: Fill 7 c.y. Public: N Printed: 12 -11 -2001 garb:lbT...:• l .'5ts:ic«. .==fr3 4;(G"ro 511P9;;Y? •k'fi ` i'1J YYi� City of T ukwila Permit Center Authorized Signature:. 'd , Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: /0/ — D/ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. I 2-1„ k)1 Signature: Print Name: doc: Devperm IIMMNSZ D01 -351 Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 12 -11 -2001 a Parcel No.: 0040000757 Address: 14635 46 AV S TUKW Suite No: Tenant: SINGH RESIDENCE doc: Conditions City of Tukwila PERMIT CONDITIONS D01 -351 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Number: Status: Applied Date: Issue Date: D01 -351 ISSUED 10/26/2001 12/11/2001 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. that agency, including all gas piping (296 - 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries inspected by that agency (248- 6630). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 8: 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). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: All wood to remain in placed concrete shall be treated wood. 11: 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. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: 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) 15: Fire hydrants are required as detailed in City Ordinance #1692. 16: ** *PUBLIC WORKS DEPARTMENT * ** 17: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 18: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 19: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Division. Plumbing will be inspected by and all electrical work will be Printed: 12 -11 -2001 !tF, .t�sz�vxe,.c, City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431 -3670 Friday preceding any weekend work. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 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: 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 beunworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 25: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 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. Signature: Print Name: doc: Conditions LI, - 16) 1 A - D01 -351 Date: Printed: 12 -11 -2001 w,k.;�. dm`;vs�G.:ut.: Ki+, k;`• k 1'04 r:.:;V:$,. w<sr.�a:rY,ei' Vii. i :t. » e tLv ,.. itfic;� i'r) 4(4'v ' ;.ozdz :b' t�hR "; Project Name/Tenant: 5 Nci N 'Res i do t, ee, j Value of Construction: 0 p0 Site Address: / t 4 3 f � t a i Kw iL � Cit State /Zip: wp-g8t6& Tax Parcel Num er: DD yzereo -t) ?S7 Property Owner: q U R:b I e S I\p ' 1 Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 31 t H_ ` 31 - O? Phone: c20 - 2 / y /70 Street Address: /4i 3 2§ 14 tee- je e74 too 38i iity State /Zip: Fax #: c 2,,t, , to 3 ,, al_ R Contractor: t 11 e,4,-- Phone: Street Address: City State /Zip: Fax #: Architect: '"T1, J / `-D y 1 / � .!�-' II _ p Phone: Ay_ sGO .. 2 2 / Street Address: City State /Zip: Fax #: Phone: Fax #: / Z.-- Engineer: ri1 QA / p.-, _ _ , _ ` Street Address: i 1 4.4 City State /Zip: Contact Person: M-50M-50)4-- 1 Ny Sd 4 2 Phone: s .- 3 q �� p /773 Stree ddress: 5( � Ci State /Zip: Fax #: 2 s3 ^ (7 137 / Description of work to be done: �eGJ o (� ' . f J • j 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 Is this site served by: V Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: `-t' sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Footage: 311aS-C sq. ft. Dwelling 4) sq. ft. Covered Deck(s) J S9uare 5 � sq. ft. Garage /Carport 4' sq. ft. Accessory Structure(s) (2)2 .9/ ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) 31 t H_ ` 31 - O? / 'For an Accessory dwelling, provide the following: /.J I -- Lot area Floor area of principal dwelling Floor area of accessory dwelling " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TI "TWILA Permit Center 6300 Soutlhcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 OR STAFF USE ONLY Project Number: ' l 2 / Permit Number: V jam V I Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping Cg Curb cut /Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault)tt: Size(s): El Flood Control Zone ❑ Hauling CO Land Altering: 0 Cut / 2-- cubic yds. 0 Fill 7 r� cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage rp Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): El 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 Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application a pires: Applicati. - : en by: (initials) PLEASE,SIGN BACK OF APPLICATION FORM SF'PERMIT.DOC 2/13/97 Z ~ W t 2 i O 0 0 W = U w w 0 g< w H Z F- 1— 0 Z t-- W • W O • Y O H w I— H Li. Z -I 0 1- Z c. BUILDING OWNER OR AUTHORIZED AGENT: Signature: r ---' Date: I,_ 21,_ t Print name: u R.101 S I/u1 .x Phone: 2ti tir.) c 0.6 Fax #: 913 p7 2 s/ Address: / 4th q/ ci 6 c City /State /Zip: t p to 6 5f/ A SINGLE - FAMILY RESIDENTIAL PERMIT APPLICATIONS MUST BE SUBMITTED 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 D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 203 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H - 16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. r 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. ❑ ❑ 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. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. SFPERMIT.DOC 2/13/97 r • fl .' 4 .. * ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * CITY OF TUKWILA, WA TRANSMIT ******************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R0101374 Amount: 1,275.66 10/26/01 11:28 Payment Method: `CHECK Notation: GURDIP SINGH Init: BLH Permit No: 001 -351 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 004000 -0757 i to Address: 14635 4 : AV S Total Fees: 3,242.71 275.66 Total ALL Pmts:. 1,275.6E Balance: 1,967.05 * ** * * * ** c * * * * * ** * * * * * * * ** * * * * * * * * * * ** *fir *fir * * * * * * ** * *** * * * * * * ** ** Account. `Code Description Amount 000/345.830 PLAN CHECK - NONRES 1,275. G6 C. ,i . 0 '0/29 9716 TOTAL. 1275.66 .S. 1 Receipt No.: R010001529 Initials: SKS User ID: 1165 TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt oft, City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000757 Address: 14635 46 AV S TUKW Suite No: Applicant: SINGH RESIDENCE Payee: GURDIP SINGH Payment Check 1956 2,056.31 RD Pmts Re -Dist .00 Current Pmts Amount BUILDING - RES INSP FEE - STORM DRAIN INSP FEE - UTILITY LAND ALTERING PERMIT FEE PLAN CHECK - NONRES PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT Type Method Description 000/322.100 412/342.400 000/342.400 000/322.100 000/345.830 000/345.830 000/345.830 000/386.904 Permit Number: D01 -351 Status: APPROVED Applied Date: 10/26/2001 Issue Date: Payment Amount: 2,056.31 Description Account Code Payment Date: 12/11/2001 11:59 AM Balance: $0.00 1,956.95 15.00 30.00 23.50 - 1,275.66 1,272.02 30.00 4.50 Total: 2,056.31 1631 12/12 Vi.6 TOTAL 71.80.94 Printed: 12 -11 -2001 x?Ak;:, ;) Q Lul � J o U0 w J H CO LL.: w0 u-a' w d LU Z F.. F- 0 Z 1- ON O H. w ftU` 1- V a " '5' O ` w o _ 0 1. z Receipt No.: R020000831 Initials: SKS User ID: 1165 TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt *ft) City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000757 Permit Number: D01 -351 Address: 14635 46 AV S TUKW Status: ISSUED Suite No: Applied Date: 10/26/2001 Applicant: SINGH RESIDENCE Issue Date: 12/11/2001 Payee: GURDIP SINGH Amount Type Method Description fen) Payment Amount: 9.24 Payment Check 3071 9.24 Current Pmts BUILDING - RES PLAN CHECK - RES Description Account Code 000/322.100 5.60 000/345.830 3.64 Payment Date: 06/20/2002 04:08 PM Balance: $0.00 Total: 9.24 7766 M/21. c)7a.6 TOi: L ' ?.2Y Printed: 06 -20 -2002 t� ... ..nrh...i +..e,. .� .i:i.S. %:�,'t.t.•;.•'i, rr�: f... �..� .- .�.tr.F.aC, >.z .. .��T.. p.t�.�.refS..;.vv:Sr:H Pr ect: ' : ,gig A i2�s. Type of Inspection: i ,:0 Ad ress: t 63 W� rot/ Date called: 6- a ' -00 Special instructions: Date wanted: G, —, 7 .'". v 2- a.m. P.m. Requester: Phone: CCTV wA � INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Po (34-7 ,4 4 14)- v 0 4' e) $¢7.00 REINSPECTION at 6300 Southcenter BIv itt No: rA Date,. EE REQUIRED Prior to inspection, fee must be paid ., Suite 100. CaII to schedule reinspection. Date: fC. Kva„+ �' S'. + 5aTnYs�4` rrif •.;31',� "�. .4.it?r'i.�;.IiL'.. Z T • L i �w • c QQ JU O O co W = J NU. w 0 • g < co = W H =. Z � WI— uj U O CP- O 1— 11.1 w • U - _ L it 0 U = O Z COMMENTS: j A A i x cer e: Al 01..k l oeo ,e ...... y ■ c se -7 — 5 1?-5 •4 `\ 4 , Z.-- Special instructions: 1/ i r e, ''' 1 • 1 \\ • ee- ,7 ,. 4 k")1 /..‘y k' 4;- Phon . e7.' 0 4 .- AO tig e.-e:-/ 't 147.4 it • .1 etei 4 -1 1 1,-. 12 -- - ) 6 "'N / 4 ,5 3 ) A-ce.e,61.4 1 - ce, c-i( , 4-4) Ce.:64„ trka Iv- / cfy-7)- Project: / z Type of 1%pection: / d4,- Address: /6.3i " •Y d Date called: Special instructions: 1/ i r e, ''' 1 • 1 \\ Date wantec Requ9ster: • "-I e---'. Phon . e7.' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. \C.( (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Date: / $47.00 REINSPECTI9N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100.\Call to schedule reinspection. Receipt No: Date: ;.. '• , ; . ;: . z < .‘ = • uj -.i 0 • U) LLiI I— • LL, u j 0' 2 g u_ < w D. 1- ill Z 0 Z Ui :0 0 L1.1 1- 11 0: ▪ Z. ▪ U): 0' Project: St n � 1� Type of Inspection: Pw ri �al Address: , 4 635" '4,m Ave `! Date called: 6 - 3-01 Special instructions: PIC QSe the h;m ' 1 2 . hour. nonce.. Date wanted: a.m. �� ^ � 2 P• Requeste Requester � , . Si � Phone: 20b0 "_ J 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 5 COMMENTS: 49 1v2 l 6 4 / de4 Elyv Akl LA )t-tr-ct, li 1 /.hn A la() rty-► 4i y 6157c)2.-- 604-tea5t Afe.)7 Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Dbf- PERMIT NO. (206)431 -3670 Corrections required prior to approval. HbAkti W 00 CO CI W H N O w 2 gQ = d . W z = ZO w w U � O N O I— W W 11 . Z w I- 0 c Projec ;1. ( -Th , r(/ --->) KV In Type of Op Address ‘7.3 1.4 6:7 c s 0 Date let —1 0 ,----, Special instructions: 1 evlil Date wanted: /a.m. Requester,;-, Phone. Li i_ 1 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1 I PERMIT N4 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: tdOcatiocrmAr07 11 • • • $ .00 REINSPECTION FEE .a 6300 Southcenter Blvd., Suit Receipt No: rt.. ...A..- AIL n • ect r: Date: L QUIRED. Prior o inspection, fee must be paid 100. Call to sc edule reins.ection. Date: 1 0 . , ',.„ 1.1 i;"mn".1" eiii144‘14.it*4';, e:Uf F:44.1:4 Pr ct: T y p e o Inspection: ft I,6T- LA Yoze oil Adiclr j: ! .., n , QI (p � J'UT Date called: 0w 0.7 Sp ail' / Date wante : Requeste : Phone ai l ,.. 006 INSPECTI • N NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: i Date: (206)431-3670 Corrections required prior to approval. $47. 0"REINSPECTION E R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. . Receipt No: Date: w': fK. a''.yf.� : '' 1 '}!% C'; h?' f' ';,�..r��.�..!':�:'•.i''.srr< ?ti i'�rT '� r_,?•�.rt �, ......._.vt. rrmF-+ ta", .': ?;'4. i ,c.0•44 d?+F'ai i;.R4Yti.'aid :R'k uCkk�iFJ'`;J'a',. fi. �rxrtilF' I. itt% a�. �Ul ,'•� %ii�:4iti:.�.iwk'e" /n'Nj. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. ;'CITY OF TUKWILA BUILDING DIVISION 6306 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 • Project (L- Address: •..• 41/i' • !Special instructions: • • Type of Insbectiorr • Pel d. Date called: 17 Lio Date wanted: p. m. Requester: otait Phone: 2 bproved per applicable codes. ri Corrections required prior to approval. .COMMENTS: e i-y\54-1-k-S-r7± . 3 , r-N ctrev.‘?Ak.ktp • • • Inspe k 7.00 REINSPECTION gE EQUIREb. Prior t 6300 SOuthcenter Blvd., Suite 100: Call to sc etti Date: inspection, fee must be paid dule reinspection. Re ipt No: Date: ; ',"1",7';;;•": . ;if • YEt ",t• • .4 1/4 - 40....41•■■4:4*147:44 • • • • It. 0.. I••• Z 11.1' gic 6 5 _1 o () 0 • w w 1 .- u) w o 2 g -71 I F- LIJ Z 0 Z ui C) co 8. O I— W u i U. , z W u) 0 I o 1- z , Project: 11 Type of Inspe i Addre ) � / ;, � � _�,j � Date called: Special instructions: ° "Date wante : a.m. — 2.&-- - 02-- Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188''• ..6 .p proved per applicable codes. COMMENTS: Inspector: &,t v� $47.00 R IE NSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S i te 100. Call to schedule reinspection. Receipt No: Date: i .c....._..a1.a.r.���:tx�:nY!1�4 es�!*l ���c+�.�.r�lw'. :r. S lf�� '�,`,W,?:;;:RU4s�P•.i:._ny;� :iYLJ::3; e.St•'r1:r, �v Corrections•required prior to approval. aA" t`, tii�c' il�it� ::n�k���u:�;t�t�k:.'ayt « }.?A'•: 'ikdia`1,x,izAawa.i...sr. '' ± ta '' 7�u %u tR k :.t "dannJre+. mae t�adws3l c u 1u�i: rl Apr z . ~ w re J U. U W= J F. LL, WO g J u_Q to D. = W z = H O w ~ U � O N o 1- w w II- z o _. 0 • z Projtt:. , , ! / P Lb 1 a Type of Inspection: aie � a? A tzrt: L. c Date called: a Special instructions: Date wanted: E // a! P• m: ( Requester: �� `--! Pho e: INSPECTION NO. • INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval; 1,,,„.4 COMMENTS: ! f •• A4 lizug„ frt, 9 M C . 2 * 2*e ic (`4'7-xP4Q ,c i�.4 %fir, ri -7 .) 7 Ph - r--0 ! A C /i ;1) . -xifri i /1 ,?-,r: Date: $47.00 REINSPECTIO1 FEE REQUIRED. Prior to,inspection, fee must be;paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project:C C i L 7 Type of Inspection: ,• /, - i Addressff ��pp .ILL Date called: ' . . Special instructions: Date wanted:. ` a.m. P.m. ✓' Requester:. ,:: Phone: ■ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. L". l+.:. a;:: c; �� �:: ixb` 2a�tt3,`' �' r. Gt": �i, k. �9Eri '�:at��'�i- ?L"i'�„f'. � " ���`i�,'�•�: (206)431 -3670 Corrections required prior to approval. COMMENTS: r _ /,I,7 ( #C e. 3 7 El $47.00 REINSPECTION f REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd', Suite 100. Call to schedule reinspection. Receipt No: Date: A:+'t�3kat+: fi i31 "�4tiC 13¢' rot t (-ea'? Type of Ins ection: �' - = A dress; Date called:' Speci I instructions. 1 . • i ,, Date wante .:1 / ' a. . m ' Reques Phone • 4 ( INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188: (206)43.1 -3670. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Correctiorisrequired " prior , to approval: COMMENTS: (2) /die. f -J•✓, ^ arki l Z e.174. 40 44 04,f , -,44, c 2Y r Insp "O or: Date: 2 - 2 -C> ' f 47.00 REINSPECTION EE REQUIR Prior to inspection, fee must be paid at 6300 Southcenter B d., Suite 100: CaII to schedule reinspection. Receipt No: Date: •• !.{;:': 4i:4.4,i.v. :eta z H Z • w O 0 N 0 � W (.0 u _ w O. 2 � = d W Z � 1- O Z I— uj U� O 2 O I— W H U LI z U P H z Pknject: . 1 -- s ) / / /1 ,,-. Type of Inspp.ctio : ( (7D-4 . i r-0001944.(9 ‘ Address: V Dale called: Sp cial instructions: e 61.4./0,1-1-. Date wanted: --:' 1 , 4irn --)-) Requester,: 0AA4 (.1.7. 7 /1‘ , Phdn e: .... 12.-- Le ) .Lsitl ' t q0E INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • ■ Lex_- L d2. $47.00 REINSPECTION E REQUIRED. Prio/r o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: fr* Date: 4,14 AAA 441 'a.4 4,1=4,X.,ffel; COMMENTS: 6 ) E1x .' _ciif4/ /;444 ' . (/ , Q t)Adr , J/ , eJh 4 2 /_.S' / o. i ,t,.4 'r c /- 14-if 4 . /f 4r/•�/4 J 4 %i ,ih/A y /. /2/ (7.�1 // 4, J r2.af? <5A.0"/ e,(// X; rind i:✓ , j , Spec�aI Instructions. • Date wanted 2 / R : m. P . ject: • Type of Inspectio : 41„QG • •dress: 1 Date cal ed: , j , Spec�aI Instructions. • Date wanted 2 / R : m. Requester: � 1dj Phgn /0 �Lic/ I 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 Corrections required prior to approval. Date: --26- $4700 REINSPECTIO FEE REQUIRED. to inspection, fee must be paid a t'6300 Southcenter BI, d., Suite 100. Call to schedule reinspection. Receipt No: Date: � ,.'�•�'�a�`�t�� '�r�'S:,V�;}N�CS'h�,y n4 ;'Y"JY`LH�'!! L 1��+' s:'% ± }: t "'; ..k`J .� t , `4�.) �'7rt�� ''�'� u$ �' 'Zita"tzliyt+isdrn�ia 4nk�a+it�,�; mow. 00 CO C W I -J H W 0 a 1 W ZH z I- uj U � of w H0 U. z ' U = O 1— z P°ject: , re.4,; cle...43 Type of Inspe oril A d e Date called: Special instructions: �'� f L Date wante d �� a.m. Requester' Ph INSPECTION NO. INSPECTION RECORD Retain a copy with perm CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Correction required equired prior to approval. COMMENTS: ijo-\ Inspector :' q t79/vv\Orlr - Date:2 2s oz $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: ".+`'��' x' ., �x�3` i �.�'.�.�'.;':��k'a � "� . yrn :'�.'S.:'�:ie�. f .'" �. �1ix ;L�icY.lk.SS.�,�.'. ?:.f ±;ti�' ".yr�••�� Jen. S� , •i.`�' . •.y= ;u.fk4J. ^6:�'..e��. � t�.P�,:a�; K , . , i Y i . zkti «::�4ttr�iiicvb�dk:'if&"aiawuii dri"t'taai +'t. `t r t�'. "e.4 • , SrE.es�t y::Liai,�114i..7,10•4 • z I w• 6 J U. 00 W = J N LL w O. LL < D. a. Z ZI- D • O O � ,0 H. w w W Z O D.' • O Z Pr Oct: • n recA d eecF Typ of Inspection: ( ( n,,,,c.�.. S (a- - A r ss: 5 L e4 Date called. C (7/ 2_ Special instructions: �� Date wanted:. a.m. r C / � n2 di" Request Phone tosidt INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 ii 4 Corrections required prior to approval. > COMMENTS: A • f Receipt No: Date: Approved per applicable codes. $47. i 0' EINSPECTION FE EQUIRE 1'. Prior to inspection, fee must be pal at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • 1 %44 r: 4kdn s&"`vl.�iiko.aKm , ;tkt-0. t "&ra; 6.51:440A ~ w a a i 0 v CO U1 J = 1- tnu- w0 u_ Q N d = w Z � w 0 • w U � N 0H w W LL .. Z w 0 y 0 Z c. Pro I ^ Tye of Insp tion: Adttress: Date called: S eci 1 cost uctions: �� 0/101 1 I YO ROS51 to .��N' f,e , ' t Date wanted: 1 //� /` , Qa.rini.. �r�+ Requester: 5 5(4 Phone: ' ..6' 11960 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: 2/"✓2 rypferve nspector Date: r -- e 2 --a $47.00 REINSPECTION E REQUIRED. ACior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Dater . .� �,ty� @e r d`�;y�a, �( t�{� "t �a:� r•••' - y,F .. � i - ".�..� ri },,,L� c1:. � 1' �"1 : " C..�'fv�mY:... pie:+....: kr�?! S T - .' 2: i'!. �. 1Jl;: wTat 7�L' �. w�5a$ r. Gr' i�; �i:$ 7.'?. �. ��: 5.? »'6:i.1`3.'�et�cti!�71�: a.�• 9' kf "4 - (�',. �ii�� x `�.t itS,:»<:�- �s�•W.:A.att. ,..�:ra { • ,�;: =s� i::.:. �ii::::_:> ii�;:: t: c,7.,' a:.. ttti:;+:' i': l.i.�'a:�5;.>:+eiti.�iri ?. ,e'riCi:iivG'tac:�; ? :.:;.�. �:ii iui:+Y.::+ibk? 33r1?; %4:'•l:?i% Project: 5. � Type of Inspections h _ / f�/rit AddreGs /$: / /./ 2z/ Date called: 3 _ .Special instructions:.. _ Date wanted. FL/ -0� a.m'. p.m. Requester: Phone: 2/ J960 u approved per applicable codes. INSPECTION RECORD Retain a copy with permit • INSPECTION NO: CITY OF TUKWILABUILDING DIVISION ''6300 Southcenter Blvd, #100, Tukwila, WA 9818 i s PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION P�t REQUIRE. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: w� iris iiai� 3' i. ?: cti ' �•�fsri'e�:fi <�i? >'ii+9ur Yn � �Msat::iN Project: � 1 Residence. Type of Inspection: CPe(tI Ina rite- pt e. Address: 1%351 Ave S Date called: " ti — 3 -0„ Special instructions: Date wanted: .m.) I'" L 4 -0 2 p.m. Requester: Gary 1 ngi Phone: 20(, -2.4q— Ig oo INSPECTION NO. INSPECTION RECORD Retain a copy with permit .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: J! r? /44.1 n Q" 1 72) trrr 7"/Z-irl -m ri _ ( ft --qn � cc.:d u'/ A_A a 047 . /3 1 0 f(. 72) of c - '-P. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • turfy u t!` ,,ern:wLSdJ'%: eix Ckvc�.'.. ;�..G ,:nsyi..rta,:L ru+'1�'^is�ir+t�c k >�1J,S faUSi4a'Lw e2hdltiur 4:tecn`axu »kzti: Project: 1� r1 P 'tnrr1 e' (Gaut. T Re of Inspectipn: / Ut: . -V 7"10h /J GLI ::. dfe 7 . 29 . ' (p A � Date r ca � Ilgd O Special instructions: Da)rar}t h ./ a�gn� p Request yy .. , Pho e. 4019 ^ 17t: 1 9�_' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMME Ala :$47.00 REINSPECTION FEE EQUIRED. Prior to' iiispe f'on, fee must be paid at 6300 Southcenter Blvd:, Suite..100. Call to.schedule;rspection. Date:'' Receipt No: • Appr applicable codes. Corrections required prior to approval.'..: a1e'it4 x: 170*,, E rA`4 - fY3 ? Project: , Type of InspeCtion: :Address: 1 —kt/ ( Date called: Speciar instructions: d 5 / (i., / I/ 6.4, AP Date wanted. - / cryt ? -3 1/ 1 "0/ Requester: ..."5" Phone: .2-4-(-2:/q/e ; INSPECTION NO. ' CITY OF TUKWILA BUILDING DIVISION 6300 Soiithcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f u p /2,,,y) L11 7/7'L co • • . - . Date),/ D$47.00 REINSPECTION FE EQUIRED. 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 • .„ PERMIT NO. (206)431-3670 Project: _ Type of Inspection: /2 Address: lylo . is 4 /!0' 64 ' Ave. S Date called: ('// 1/c Special instructions: Date wanted: (a /.a 0/0 a.m. p.m. Requester: Phone: .? ( A/ /' is INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (/2.7( 4 ,< C 0 ct k 4�- Inspector: Date: (1? ∎ 7 /b`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: PERMIT NO. (206)431 -3670 .:a +ar7rtf,E':rr.v.kVe isdt;AtiotiA0 w�a. �o-,� sM• `. 4r: Bi.»), 5' 7u��' J:^ :''''.i71;F?{':'tt.AcG:RH3.,>i* e'1:' Z 1.1 6 JU 0O N 0 . J = N O W � J H Z �. H O Z I— W D o O N 0H- W W H H tL O W Z P. 0 — 0 Z Retain current inspection schedule FINALAPP.FRM Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: T City of Tukwila Fire Department Approved without correction notice App with correction notice issued ', tti`� ^.; :'F. TURWILA FIRE.DEPARTMENT FINAL APPROVAL FORM (// Authorized- Signature Date T.F.D. Form F.P. 85 John W Rants, Mayor Thomas P. Keefe, Fire Chief Permit No. .12(7- 3s Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 z � w re 6 O 0 U • LLI 111 H U w w 2 g Q = w Z I- 0 Z i-- uj U � O N CI H w W 1— L O . Z w _ . O 1 " z c 1)ENNEY ENGINEERING, INC. 38809 191s1 Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939.1373 PROJECT LA7 RAL FORCE A/VALYs /s 6 uf&o /p s/Ai6,y LOT # 3 -~ /1.635 /6 r/f AVM . Saurg 7c,ik // iO4 © ' /LHO/'/LO D / fps royals ace ck approva d that t h e Plan Ghe aap ro als al of i un aerst o r s and orn\ s,.ons ,, an `� ubjeo . t0 C, r0r r l'; :nor; $plans does notU U� /d -/9 RECEIVED CITY OF TUKWILA OCT 26 2001 PERMIT CENTER 001- W. 6 JU 00 U 0 U w =,. J U. w J u_ ¢ co 3 Ci I— Ili z I— . h 0 ; Z I, Co Lu O H: W W O . w Z . U N : . O DENNEY ENG H IWVG 30009 19101 Ave. SE Autwm, Washing Ion 00092 Phone & Fee (251) 039.1373 Cap; 0 Vet. = ,o mph o= /6- /6'- 2a' 2..$' 2� •s - 2! 21'- 32 =� . 7o! 21 (,on��f Knot. �- 27' Dead Goads Roof 18 psf Cva lls 22._ o s f ,/oor /° psi' eXr b or B S tet�r 1/= 2. I.o e. ZOO Areas. 175 sf / 69° Sf /¢ sf gds Sf //33 sf 2.233 SA C DATE /o�9�a/ "�' PAGE 1 • Xes/2%e 7 / tc) 6 Sag 7GthuVnV.a UM /A-7ER,4 L FORCE A/4 L YS(S / o= 6/-1 0,3)064 )(/.o) = / 12.5c p' o -6 (/.3)064 )( /. o) = /T .3 psf p = 0.732 (1.5)(i y)(/. o ) = ( psf p o -7¢S4 .0, 1 )( /. o /71 psf P 0-710 (/.3)064 )(/.O )= . /64 psf p = • "•7/ (1.3)( 16• )( /.o )t /5/ psf pet o -734 0.3)0 )(1.0 / i psf ,$eish�ic - zorre 3 1/ max. = 2.5 e .�" W Soil Type � e 0,3a Assu.�ee /..o • r-/ o R a .s: 5 (For &mod.s ,o tieartq,e /s) R 4 ¢, b (/ Gw8. "ear pane. /s) For wood s /,ea r pa�1e /s 1/¢2.s 0.36Ci.o)w- o. /l4'W - O.MM7Gd azd l Jane /s U pper Poo 7 Q-rza dio srry vd/a // A ee-a d p/o or A r e z L owe.- /Z Main Story Gt/a // /ar•? Ma /, f /'or Area sf Amur AAA z ~ re W O 0' coo', w w J = w � wa a . = z� z � w 2 • o . ,0 off w W. w z � F co • z e Alz oJE-crep AREA TleAris 1/eAs - GV /4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 2o ' 4.2* MIL GUVOIALS i 27' ` L' '•. 4 -S` �, WOOD SIDING "1 Ne X746 - 4. , /Z_ Gon/‘/Te.fa /A/4.. 14.// V NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DENNEY ENGIN. R ING 30009 101st Ave. SE Auburn, Wuh,nglat 90092 Phone & Fax (201) 939.1373 lateral forces roof diaphragm level tranverse wind longitudinal wind seismic main floor diaphragm • DENNEY ENGIN -- ),RING 30009 191sIAv.. SE Auburn. Washington 90092 Phone & Font OM) 939.1373 , 233 Ne i • T 47eArm firce.) Ir.. 2 ;cad 7 ') s el, + �""" i 7.2s V a aj`; • • , .1 M • i � f7.2s' "a1 e c1' e.ar i s' 4c74 r"e. %'e.c/uncfcf o sf 3 = i '/' DATE (614?(C,''"'''. PAGE 67 Ke s,8%c e 6ard» S/14'0 7Ei vr' /a, GJ 4 64-7tRe4 L FORCE "4IVA L Yj Z - - ' • w''� -� istA Z3 try w,'d 1 (r) \. ,5 ... • .i::', ,. x_�. }'. n.3.7ssd.4u., .y.....1 z W 0 N o tu J = • L W O u. J N �• z 1 I I - uj U U 'O O I- = W LL 1 W z N H . O z DENNEY ENGII ThIUNG 30809 191e1 Ave. SE Auburn, Wexldnq)on 90092 Phone & Pox (25I) 930.1373 Tfra lid V. ./0/033- _ /d! S" t�= /l lip) 1/-_ / (, °) = /3 / 5 43 4 /Z / /6 6 07J °/7/ 0./7 /o DA TE /0? /O; -- sl Res /24AiC 6 Sit raWevi ' /a, L A-7 /zit L. FORCE CE ,4 R/4 L YS(S (o= s - 17072.r) PAGE G 1 0 ^ 7r /' 1 = /4 X 7 /6 — /s L Ls TA3o S ,5!"-t f 5'oni GSrA3o STAAP L — -- — — - ---� NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. � s7e) e. y SE/e WAL t�t /G�✓ATiaA//s S�M/�3o S apPe g/L §' HOGla�t//✓S LSTA3o ST/CAP pv7 d 9 iv / Nov d 0 07,1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. UENNEY ENGINE .--...., MG 30009 191 sl Ave. SE Auburn, WasliIrplon 90092 Phone & Four (201) 030.1373 1.1rftA. 5ToRY SHEAR WALLS PE51GNATION O LOCA'rto+. ti i 61/6 ✓• CUMULATIVE L>G7H5 `- s / SHEARS WIND : "� X73( 5 L //2 /0 Set5MIC : v"= /0 ... OVERTURNING MOT = //Z ( (I) PL = 3 / � ( - )(M) /° (5) (g _ 1 5 KIET UPLIFT = lest ff° _ �5�7 _. G73 2. DATE. 10/9/0/ .', PAGE ? �e /CVeisg c -c» Sit bu eih' /a, UM 4 A-7RAL. FoRcE A L YS(S WIND FORCE Fi= '7 = / ' SEtSMtC FDRCE -a 36, Ws /OZ 4/ TI', ► C3 .. W 1V = /34 G !S SHEAR WALLS 17E5tctNATED O 5f44LL BE SHCA - p "7 /4/ "Cox PLYWOOD OR 7 /i6 Ost3, ELQci<w, 1 FACE Ell 130TH FACESa MAILED WITH Sd MAlL5 AT 4. c. DR /5 GA x % STAPLES AT �/ O.C. AND / rIeLD. N 21 LISE SIMPSON 1 ST7?AP Tll~ EACH 51DE. OF 5NEAR PAt4EL 1 N 7 2 2 —1 ° ° 1 WAIL-5 I■ DOUBLE 5T11, ASOVE ANT> BCLOW FLOOR AND IN RIM JOIST (22 — 1OaJTOTAL) v« ,rga &.,`'�+,3;14xIti= ,K1? i DENNEY ENGINIUNG 30009 191.1 Ave. SE Auburn, W.shlnpfon 90092 Phone & Fox (201) 939.1373 U/ SroRY SHEAR WALLS DESIGNATION LoCa 14 L r7 t;' LE�• CUMULATIVE L.ENGT1-{5 9'5 SHEARS WIND: /73(2) _ z/9 #'/ 9 , s " SEISMIC : "U"= /02fi2) 5.S SMEAR WALLS bESKINATEl7 ® 51-MALL BE SNGATMCD 147 M2 cox pLywcx p DMZ dilo." U5t3, BLOC1 <W 1 FACE U' GOTH FACES[], NAILED W MTN )Sd MAILS AT " O.C. OR /' GA x 1 *' STAPLES AT * O.C. AND 1 2u U.C. IPL FteLD DATE /0? /a /'"'' PAGE to Ke s, /&1s c e . r 6'uro: j» 5 Taeluvn'/ , WA L r4.7 RAL FORCE AIVA L YPS WIND FoacE Fr. /7 5Et5MtC FORCE= /02.4/' TIC I13 T1 - f = / 7 L /¢ /2 2 OVERTURNING M - 2 / 1 6 , -s/(ed " /GG :¢ tiL = 3 //A(y 1 7 KIST UPLIFT /4, _ 7 35- 1345 e 2. N 2 1 0,15E SIMPSON GSTA3 $fl AP TLE EACH $11DE. OF SHEAR PANEL W7 22- JAILS IN POUILE sruD AZovE ANT, BELOW FLooR ANO IN RIM JOIST (22- I0IT"OT'AL) 7rr: 4S' w' ik�} i': 1�a' f✓.`: K'.:. rcJ t% i%' S' a'(;: ri ',a.t:a�r'F:4;l. , b44+4 t�'LEbf{" DENNEY ENGIN. ' IWVG 30009 101•1 Ave. SE Aubun, WaddngIon 90002 Phone & F.* 120) 030.1373 1 - 1 Pl j er STORY SHEAR WALL5 DESIGNATION 0 LocA -rt N 14n 61.t.1/. CUMULATIVE LP-JIG /o WIND roRcE r- /73 4E/ SEISMIC FoRct = /° 2 */ SHEARS WIND : /7303) : 22.- #/ /° SEtSMrC : 17= / _. / / /o OV E.RTURNING MOT = 225 /o /P 00, 12L= 2/3[ f / 1043 ?Jr E UPLIFT = lf00 _ DATE. /0? /a/ PAGE �! ?es /C/emce 4 6e/rd.? S /t1 .4 �u Gtr Va, GIJA LA-7/z,4 C. FORCE ,4 AM L YS (S - rl�►d, w 1127)-1 : /O f- /6, /3 / Z 3 SHEAR WALLS PI= 5tC'NATED GO SHALL BE 5 Ht:,ATT1CD 1 0• " cox PLYWOOD O�Z 7//' O5(3, eLOCI <ED 1 FACE (30TH FACES ❑ MAILED WITH Sd MAILS AT 51 ' . 0.c. DR /S GA X /'/ 6 5rAPLES AT it-' Q. c. AND 12n U.C. IN MELD. U5E 51MP50N 1.51 5 AP TIE EACH 51DE. oF 51-IEAR PAUEL 22_1°o NAILS IIJ PQUF3LE 5Ttu2 ABOVE AND 5CLOW FLOOR ANIO IN RIM JOIST ( -100 TOTAL 1J:,tw:51;Au:d4I ✓. d c'ps � w £2 .L'; ri:"t7 ?QI' i wia%`41S3rt •�+ �Gst:.w %::Y•:.ra= irrw:t�Ys ,. +.f s:+:ki.{ 4 ' �?�.ck SP''t riitiLdi{i.'��i �;.`.+ = 'V i! $ • UENNEY ENGINE. r INC. 30009 191e1 Ave. SE Auburn. Weddrp)on 90092 Phone & F•N (201) 039.1373 wyclz SroRY SHEAR WALLS P 5IGNATtoN 0 Loca N lit & H T 6.1,6V. CUMULATIVE LEgGTH5 /3•5 SHEARS WIND : /7309 - /03 /3 ' SEISMIC : 'U'= 1 f) . 6 / OVERTURNING 11 y / Mar = /03 03, - ) (d) = fi 2f. t2 L = Vs3 f/eF (./ • - / 0 s)(6 KlET UpLtFT ^ //, /2 $ _ ZSZ 3)3 it /3.3 sa 2 DATE. /0 qlo/ PAGE ? _ Xe S /e%pi c e 1 r 6a' » Sits 7uW ukk'/&, W.4 ,4775R4L Fe/WE M4 L Y.5(S WIND FORCE r /73 ' x " SEtSMtC FORCE = / Tr! 6. WI0v4 = /6 /L 54EAR WALLS 1EStC Ar c' 0 5NALL BE SHCATMCV 147 is / pLYWUOD oR y ' 0513 BLOct <ED, rAcE [3 130TH FACES[], NAILED WITH 861 NAILS AT " O.C. OR 15 GA x / /z eTAPLCS AT r► o.C. AND / ZIP U.C. It\11 =1�LD eiz /2 fG /'1c , i61st/7 lv' A lclo ons ~ w O 0 u) CO L1J 11.1 CO I w o u_ u . ) a Z I... I-0 Z I- Ill Ili U � D-. O 1- w • w O : u z U� O Z DENNEY ENGIN 'RING 30009 191.1 Ave. SE Auburn. Waddnp)on 00092 Phone & Fax (281) 939.1373 STORY SHEAR WALLS DESIGNATION LocA - rLo t•! 14 F- T 61- CUMULATIVE LEhJGTH5 �? SHEARS WIND: 1,1 /736.75) _ 7'7 41 /2- SE. 5M(C : 17= /°24. /�. DATE . /0?/Or4`) PAGE (3 KeS/ V&MCe. far (u.ro:j» $44 f4-72 L FORCE ,4 A ,4 L YJ rs WIND roRcE c /73 T 9E15MtC FORCE = / °2- - Tl) I e J I»7N L 13,5/2 SHEAR WALLS PESIGNATI?D O 5KALL BE 5HC^ATTICD " !S 32 CDK pLYWOOD O& 3, PLC}CI <ED, 1 FACE ] 130TH FACES a MAILED WITH B. d MAILa AT G' o. c. DR 1,5 x 1� STAPLES AT 6 o. c. AND loo U .C. IN Flee -D• 0 V ERTURNlNG ► • M - = 97 ( 12) (3) = 9 •••V 1 tiL . 2 /3 D# (4)( + i�l�)</). /o(iz)(8)1= nu � Jar u'LI ET = '3/2 /2. / /pa' /77 /P $ 4- Se 7' /2a /4 / s s4-1 % ' / e; 1/i iva A./413tAin s it iS.,i��..iAie . 59 .�n�J�.iff:,r� ^.'Ltii;:✓,'( »:v, ;Y e�5:7: iiit4 �tia;; C % "i�v;...:4«.^:sa;fk ... . 5 yu� .f= W. re UO w= w O` g Q • . • a. IA I-0' Z ui mo 1 . w wi C.) W . • o .z DENNEY ENCINI —RUNG 30809 191s1 Ave. SE Auburn. Wsddnp)on 99092 Phone & Fex (251) 939.1373 UppP K STORY SHEAR WALLS PE5IGNATIQN 0 LocA-rloN 1(16Hr e�Ev. CUMULATIVE L 1GTH5 12.7 7 -1 ± 24 SHEARS WIND : /756 6, 7 4 SEISMIC: V1= /02C( SHEAR WALLS PES tGNATED 0 SKAL(. BE SHEATHC© v /!/32 n COX PLYWOOD OFt 7/ /(P" 05B, f LOGR ~P 1 FACE 130TH FACES a MAILED WITH 86 MAILS AT C' O.C. OR 15 GA X _ / STAPLES AT 6u O.C. AND 12" U.C. Ito EI LD. OVERTURNING l 0 MOT = (5)(P) 2 �4 idET UPLIFT = 2 _... 5 cs /e p/a/ 2 DATE /o/? /c, ' Re s, /& e. ' 11.ire: Sr 7Gl.Wuul `Va WA LA-TZR4 FORE Akt/A L Y.S(S WIND roaca r 7 173 t1� SEISMIC FORCE = oz. it T� •. wr -ro = 17/ =t•5' Pt. = 2 /3 [ll(g)( -/- 1 (5 5D7 S 7 ^ 2.$4. J( H C / i . A/ h CIA e.Ja r rej 07, PAGE `¢ S H ~ w UO J . w co: g : •: d w z� zo 2 o' 0 o I- z o r ti. � - , w z • W: o z SHEARS • DENNEY ENCINL .SING 30009 101.1 Ave. SE Auburn, Weddnp)on 90092 Phone & Fax (20I) 039.1373 upPel 5roRY BHEAR WALLS DESIGNATION LoCA'Ct O N FIL° ►J 6 L 6 V. CUMULATIVE 1Z/101115 4-f ¢ " g WIND v / X 23 #/' — SEISMtc : "U"- 14(6) i611/ SHEAR WALLS jEStGNATED O 5KALL BE SHCATNCD /5/32 n ox PLYWOOD 5LOC1 <ED, 1 FACE L ; 50TH FACE5 U, MAILED WITH gel NAILS AT O.C. OR [5 GA X I ' eTAPLES AT O.C. AND I2n U.C. IN E tI^LD. OVERTURNING Mor= /Z3�¢�(P) =3 P L = 7-/3 [/y(4)(b/L) ?JET UPLIFT 3 93 6, ,.m ..1.10■ DATE_ /0?/ PAGE 5 Ke s/24AI c e_ 6 5 /k?,G raW a Y& 41),4 4t4-7Z I- FORCE ,4 4/4 L Y (S WIND FORCE r X7864 -0 7- /6� 4/ 1� SEtSMtC FORCE /',5D TP116 .. !MOTH c / 2 /Z. = (o 4- /0(190)1= " 2 N 2 r LISE 51MP5ON 1 Sr /RAP TIE. EACH SIDE. OF SHEAR PANEL W f 22 - JAILS IN DOUBLE SY'Lio ABOVt~ AMU BELOW FLOOR ANC IN RIM JOt5r (2Z -iod TOTAL.) re 2 6 00 w = J I w O a co 8 �.. w z � f- a z I- U �. 'O N CI I-- w I H U. O w z w 1. 0 ~' z DENNEY ENCII...EIWVG 30009 191s1 Ave. SE Auburn. Washington 90092 Phone & Fex (201) 939.1373 UPMV STORY SHEAR WALLS DESIGNATION LoCA l.J r-'r o N-r CUMULATIVE L.E 1G`>H5 s - 3 ' 1L3' S SHEARS WINO: v /6400 �. 7 � 7 SEISMIC: "U".= MOO J - -/77 JET UPLI ITT = 722¢ _ ( /7(9/ 3 DATE. /o j -. ' PAGE roc_ S /c%kt c e /' 6LLrO i� �S/k 7u,we'la WA t 47 i?AL FORCE AA/4 L Y.S(S WIND poRCE c = /61 st / , SEISMIC FORCE = /t`/" N/ ' Tro t3 . W 127N = / ° -H ?- - 11 Z 7 , NI 5(4EAR WALLS pE51GtVATED HU S (ALL BE SHEAT ICD"7 I / " COX PLYWOOD Oft 7// O ' 3, eLOCI <ED, I FACE 3 I3cT+-1 FACES 0, !MAILED WITH 6 I M.AIL5 Per s O.C. OR GA X l A" STAPLES AT 4» O.C. AKID / U.C. I I\t OVERTURNING ) / # mor= z J(3• -) & 7214 PL= z /[i,`3•3- ` 2 ° %) 1 `/ ° (3 %5 l - C o 7 N 22- 1.15E 51MP50N M5T1) STMP TL EACH 510E of SHEAR Pall.IEL W7 £ °d WAILS IN ©oUf3LC 5rLLc ABOVE AMU 6CLOW F'LDOR ANd IN RIM daisy (2G - /Oai TrJTAL) f.. :35. rii; -: ,tti }: • " ,r "� ?: u. 3 > .i x±1:44, 444:4t '. J.6w'{x:V:44:41t t1/2kr � QQ JU 0 0 N 0 . w= w g � u- < a = W z � O z 1— 2 D U �. O C- O 1— w • ui 1— � 0 . w U to Pi O z UENNEY ENGIN l'f WVG 30009 19141 Ave. SE Auburn, Wuldnplon 90092 Phone & Fan RN) 939.1373 UI 5r0RY f1EAR WALLS PE51GNATION 0 L.oG4"CIoN rYLotJ r✓ LEV CUMULATIVE LE!GTI -h5 WIND .oRCE r /&* 1- _SH EARs WINO: v / ... if/ 1/ 9EISMLC FORCE = /9- N/. SaISMIC : "v / /4 -0o) — /04 / / / i r u3 h/ I t7 H = /O - /Q X - 2 SMEAR WALLS 1ES tCtMArcD 0 5NALL BE 5HEAT ICD W7 15/32" Cox PLYWOOD OR 7/" o BLOCKED 1 FACE E , 134TH FACES [J, NAILED WITH ed NAILS AT ‘ 0.C. OR /' GA x IA" STAPLES AT � '► o.c. AND 1 2 .. U.C. ptet_p. d V E.ClTURNu MOT = 9(/0(2) - /3,x/2 t7L = 1 Ca (/1)(2 + 10 /009_7 3359 Kier UPLIFT = /3/ //2 3 3.59 /1 2 No h a o c.m.t ref DATE /0F/o/' Ties/244/7ce 6 .Sa 7u ah / .7 WA L1477 7?aL RORCE Aft/A L YS(s rv...t.ww�rv+�*•.+.rw.v. wx . ..±rM 4» *f.*FIV4AVAMMI ft Ilfj( PAGE / 77 ► DENNEY ENCINL .RING 30009 191.1 Ave, SE Auburn, Weddnglon 00002 Mons & Fax (261) 939.1373 'j'i'61e. STORY SNEAK WALL, DESIGNATION O CUMULATIVE L.EgGTH5 /3.51 SHEARS WIND : / - /¢‘ /' /3'5` SEISMIC : -v-= //0 'I /' / 0/ /3 -s 1JET UPLIFT = , = 2 5b /G p /a7G h d� /inS •1$ S e.1 �Cieh f' DATE /0 ?/0/ 1 PAGE /S Key /c% -c 4' c ir4le, $k c�nG 72'i We la L�T�'RA FORCE AA/04 L Y.S(S WIND FORCE Fr / SEISMIC FORCE = ' /�� LocA rto N. 10 5REAR WALL5 pEStGNATE© ©SNALL BE 5HEATNCD vt7 15 " COX PLYWOOD OR _7fr 0513, E,LOCt<CD, 1 FACE [ 130TH FACES NAILED WITH gd AT 6 U.C. OR 4 / / " 1 STAPLES AT ► O.C. AND / U.C. PItLD• 1/ 0 / I" SOT = /¢ ' /3 '' /S 76 PL 2 3 &t()(2/) (,7'- 00* / f /00 1122 * 1 z tr w OJ W N w 0 ga = • d • w o z ui 0 O ( W • w - 0 wz U= O z DENNEY ENGINELANG 36009 191st Ave, SE Auburn. Washington 90092 Phone & Fax (261) 939.1373 Upp' STORY SHEAR WALLS DESIGNATION O Loc,A - rt 4. jc.64A V • CUMULATIVE L.EI1GTHS / fi/ SHEARS WIND : Z1"- /647) i/' 2 r SEISMIC: "?1"= //$(7) DATE. /4 %? 4 / ` AGE Kes /eVe.nce_ 7/ Ski 7LLituhr>la, Gl),4 4 47 RR4L / /& E .44/4 L YS /S WiN0 FORCE r =. /60it SEISMIC FORCE _ // Tl��b•. wInTN *h..= I I 5 REAR WALLS PEStC NATID ( 5HALL 8E 5HEATHGD v7 ) /2"CDX pLYVL) o V ERTU RN I NG /AA- M„ = 4.4 02)(?) a 14/6 PL = 3 [ii 00 i% 1. 0)(0) t /o Oz) (P)1= /3' 1 -41. o 7/g. )`SLoCKED, I FACE BOTH FACES[], MAILED WITH 80 NAILS AT � O.C. OR IS GA X 1/2 STAPLCS AT l" O.C. A;I.10 /Z "" O, C. I A! 1✓I�LD• Aid 1 Glow" s KILT UPLIFT -545/14 / S 0 _ -.w1. /z 2- w U O mo o, J CO u_ w O = a. w Z F. I— O Z I- uj U0 CI w ul H V. I- - O w z. U N O � z (r) 4 ti G57A3° sr�s�p To 0.41. N/ 110t 1/PAH02 Z ffiLOa &IA1: SiMpsoP. 1-S7113° To DGL. v /s T JST H PA IID 22 POLDa✓ / S/nMitrizaJ HP* HP it Ma�N S TO y SHEA WALL AC S /6AMT/ D /JS 4' HOLDO Wn/S 0M cc/ /Won/ 1 / 3 Iz, TwlsT S771.3, .y EAGfi SIDE 7D 6 car) P° A-DP S/M f od /t0 0' w/ssTa i6 A. B. e "CT 4 8.4.fe NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. STHD/¢ /foLDor✓/l TH/ -u SL )C STUD P Shituotki HeARP L N#t,0:w4 UENNEY ENGIIS _,;JUNG 30009 191x1 Ave. SE Auburn, Washington 98092 Phone & Fax (251) 939.1373 : 4 / t/ait- n2i' SMEAR'S . WINO: 't1"�Q69`(-?).... 6d 4/r 27 SEISMIC : i1"= Z22(7) ..- .Si 27 iJEar UPLIFT = 2 _,.. 73 /76, # 2 DATE. /07/ on PAGE If Res/244 tce 7' f 6'/. er ijl $ 7 WA LA-TERAG FARCE AVA L Y5 MAINI, STORY SHEAR WALLS WINO FORCE F //.J3¢/ x. 47 QESIGNATION O SEISMIC F=ORCE = I¢� / /Z /G' 7 I CA'CIoI►! LEA T �/ re-I s . w . /¢/ , i CUMULATIVE LE1GTN5 / f G - 1<•5 ." 27 OVERTURNING 1 • .m or �' 3 (8�- Q 7�� or (01 OL = 2 /'3 C�k(. 6 /2 >-� 0(50 �' i°ls)<�� / 2,- D ( 5 ) = 73 26 % 222 - /2 SHEAR WALLS PESlt*NATEO Q SHALL BE SHEATHCP /x32 cox PLYWOOD Oft 7 /6' 05B, BLOCI <ED, ? rACE [Y BOTH FACES:), NAILED WITH $d (JAILS AT 6g O. C. OR /s GA x IX" STAPLES AT 4." O.C. AND / 2-* 0.O. III �tEL.D• 4. / crk 1/ c--;cw k re- tom: S'w�,i:'�• ": Liti:�k;:i DENNEY ENGINE LNG 30009 191x1 Av.. SE Auburn, Washington 99092 Phone & Fax (201) 030.1373 MA1 1i STORY SHEAR WALLS DESIGNATION CI Loc -rioN iN SLA V. CUMULATIVE LEMGT115 / 7 /5' : Z/"- � 221/2 ' S) , /K V SHEARS . WINO: SEISMIC N 1 S HEAR WALLS PESIGNATED MCA 51-1 E ALL E 5HCAMCD W/ I4 CDK PLYWOOD OK . 7/ 05S, SLOCI <ED, 1 FACE l 130TH I=ACE5 [], MAlLE.D WITH 6 N AILS I L 5 AT aK 0.c. OR /5 GA x /Z" STAPLES AT 5 0.C. AND - U.C. I<`l PtELD• OVE.RTURNIPIG Mar 22 3 arrr)( / i) `f ,o(s)( 327 11 " - � L (1 &JET UPLIFT = 11 327 __ /577 DATE. /0/y /0 / '"*\. PAGE 2z Xe s,cVe4 e 1r' 6a, r» Sacr" Tuda)r'la, GC1,4 L A-7 4 L FORCE AM4 L YS,S WIND FORCE F n 2 �¢ SEISMIC t=ORc = 22 ' ji N AT FOUNDATION • U5E 51Mr5c*J H PA HP HOLDOWI.1 EACH SIDE of SHEAR PANEL W7 23-16) (N 170UOLL TRIM 5TUb5 AND IN RIM Jo(Sr 24- TOTAL) Nt 21 Ai OTHFR LOGATlONS �AGN SIDE. O� SNEAK !'A1�IEL • USE SIMP50N ''S ?�3 5T7RAP T15. W7 2 1° d NAILS 1ZJ DOUBLE 5tU2 ABOVE AND BELOW FLOOR A1.(f.? IM RIM 1.1o(5r TOTAL) z 00 moo. - i- U) u w o 2 ~w z z 2 la U0 O in- O 1- w • w . U-- w z o ~ z DENNEY ENGINE ING 30009 101st Ave. SE Auburn, Washington 00002 Phone & Fen (263) 030.1373 / o /0 DATE M 9/0/ --N1 2 3 PAGE .... Ke s /c4)-1 c- e 7C)/' Z V1/ -7, U) 4 L ,47 "R4 L FORCE ,4 04 WIND roc r 264 6EISMIC FORGE = ?zz K / p_ M/• Id STORY SHEAR WALLS DE51GNATION O LOCa'f Ot4 ► i L � CUMULATIVE I MGTf15 / / SHEARS . WIND: '11" 2 = 261- O SEt5MIC : -11'— 2L�/9 f1 U1.L Oar UPLAFr = 21/2- ._ /5--9/ - X3/7 f 2 /0 N 1 4 _HEAP WALLS pES IGNATED O 50ALL BE 5HCATHC -P 14 7 /' h CDK PLYWOOD Ort 7//." eLOCI <ED, 1 FACE 130TH FACE5 Op MAILED WITH Bel t4AIL5 AT `_ O.C. OR !s GA X / SrApLES AT `t" O.C. AND / IN MELD• OVERTURNING 1 M = 26¢ 00)09 - . 2///2o r 2 3 1 �/ 4 /) 'f / - 7 4 " / ° )( I l' i ( ) /s�/ g tiL /" USE 5IMP50N 7 3 `' 5777AP T EACH .51DE of SHEAR F'& EL ►/7 22 -1°cI NAIC.S ICI DOUBLE 5rtic, ABove AND 5 LOW FLOOR MO ►N RIM tiol5r (2Z -rad 'TOYAL) HJ , d,:s,11.'4n',IV ' b : l.lr it _ai. 7:A.yi iri BN' ,kie':4:1?51 L }i1.4g. tki; :likA: 1;':0C+Wie 9 UENNEY ENGINIWVG 30009 191st Ave. SE Auburn. VVeehloglon 90092 Phone & Fax PM) 939.1373 PL KIST UPLIFT = /6 92° /s ' S /a /z ri a// ( 4 . 604 STORY 5HEAR WALLS DESIGNATION 1.0C,44-'IoN L6t-7 6L,6v* CUMULATIVE LEIJGT1.15 /S SHEARS . WINO: - tr .2009 _ i .Li 1*// /S 5EI5MIC : 17= ZZZ (I) /5 OVERTURNING mOT /¢ /( /S 1/i (isX - 4 -r /o (41Y, DATE /09 /Or' PAGE 24' Ke5/8/e, ) c 6a re/,') Sit 7146ei /'la, WA L A-Tt7,4 L FORCE AVA L YS(S WIND FORCE F 2 64 SEISMIC FORCE w 22 2- rr&+ a • t4,Oii -1 _ /(9-1 : 2 6 ___ 5U EAR WALLS ,PESt(s'MTED 4ALL BE 5H1_ATHC-D / " COX PLYWOOD OR 7 *''' 058, eLOC1 <ED, '1 FACE [� BOTH FACES iJA1LE.D WITH 6 MAILS AT " O.C. OR / GA X / STAPLERS AT O.C. MP __ U.C. I M FI LP. APS act 1V " 2 art- f'l.t 7/7 (Je•11' . Jl/o A /61 -If A/i 01-14 f ,,.-. / e T c as cZo/' STORY SHEAR WALLS DESIGNATION 0 I ,cA !&I 6b6✓, CLIMULATIVE LEAG1f15 f -. /0 t S SHEARS . WIND : 17"= ) zs S E.I 5MIC : "U'= 222(140.. /29 ///, zx' 14 / ' SHEAR WALLS DES tG►NArCD 0 51-1ALL BE SHEATNC -D 7 /5 Z PLYWOOD oR 7 /k'' . 05133, BLOCKED, I FACE U 130TH FACES MAILED WITH 1 MAIL5 AT 6 _ O.C. OR /5 GA X 1(4" STAPLES AT ‘"'` o.c. AND / _ __ 4 U.C. I t`I Flew). i UENNEY ENCINLThNG 30009 191st Ave. SE Auburn, W.sldnpion 00092 Phone & Fox (2dI) 939.1373 OVERTURNING MOT = /11 �) �� 3 . y # Pt.= 2�3 C /v (5) 11.IET UPLIFT = , C9 2 -D DATE. /0? /o/ PAGE 2 C Kes /24A e %Jr 6urd.» Tu efa)t' /a, WA L A-TtRft L FORCE , 4 V4 L Y.S(S WIND roRCE C= 2 seismic FORCE = 2 22 - THIS, win -1 = 20, )i`r A 7 ' /°69(.3) 7 /D()(7) 7 S,8 d a = 'it- 2 N 23 USE 5IMP5oN HIA - - HOLDowI EACH sI DE. of 5HEAR PANCL w7 2.3 -1 Its] IOUOLL TRIM STUc5 AND IN RIM JOIST' Z 3 - TOTAL) C'ti'i}Y4'Jait �d< sri: �yi l��r:+ as:.X; �+. kr:�t�;i:�,'tSs'nM`¢v444'Ri�:}T tIAPJ STORY SHEAR WALLS WIND FORGE r- DE5IGNATION ® SEISMIC FoRCe = 222 �� re-' n . 11N-1 _ / = ' LocA a 6 idET UPLIFT = /G Clzi 2 /5/ r /71 /3. S' N 17 SHEAR WALLS DESIGNATED Q® 514ALL 13E SHEATHED 14 7 i /n 4 CDX PLYWOOD OR 7// 058 SLOC1 <ED, 1 FACE [ BOTH FACES a NAILED WITH 844 MAILS AT & O.C. OR /s GA X 11 STAPLES AT n 0. C. AND U.C. It`l t~ DENNEY ENCINLMING 30009 191.1 Ave. SE Auburn, W.ddnp)on 90092 Phone & Fix (25I) 939.1373 CUMULATIVE LEMGTFI 5 / ' � 3t-NEARS . WIND : -t1-'.26i() 13,3- s eism i c: =. 22 X H I , OVERTURNING Mor = /s"6 (,3 . S)( ?) =. /6 ifs, /I OL i� C // ( / -r" /0 3.s >(/.33 / /o(/3 ('4 = D 't 4 _ L 7 6t,c V. 2 // %1 DATE. .. /0? /0/ PAGE 2 _ Re S /Y°e� l.. G e 7 ;fr 6"L/ ro i? s! 7a. (Fwt'lc9 GIJA Z14/ RA L FORCE r 4 I V A L Y. S( S Ce'fi / 04. /c z n_ Jk.s b % % are. (Pi ff'c /en -b , UENNEY ENCINEL. .NG 30009 1111e1 Ave. SE Auburn, WeehIng1on 90092 Phone & Fox (201) 939.1313 . M � 5ToRY SHEAR WALLS DESIGNATION 0 LocAut't ot4 ,I47 61-6 V. CUMULATIVE L.EMGTFI5 3 f 3 t 4- -f 7.r 1 1-• Z SHEARS . WINO: 'U"zr. 2602,0_ 1i�� SaiSMic : - V= ffJ(Zv,_ jL Z 3'S 1 SHEAR WALLS DESIGNATED Q IMLL E E SHCATHCD 14 7 /` 2 " COX pt woop OR 71 05S, BLOCKED, 1 PACE (30TH FACES 0, MAILED WITH Rd t4A11..5 AT. 6 O.C. oR IS GA x /X- " STAPLES AT G" O.C. ANo U.C. I!`l t~IELo. OVERTURNING 1 _: /�/ ( 3)( �J 33154 [(8 ( OM 1 ° 6)(03 °- Mor tiL DIET UPLIFT = 33 tIZ 3 2 DATE. /D !y O/ � PAGE (2 Re eimce. 4' 6e re/e3 .5 /A; �Cl tOwr'la, WA F /& E ,4 A/A L Y..S /s /1/, WIND roRcE r /4 22__/5-3./2_ 2 &5 SEISMIC FORCE. - / pO - Vs - 3 , / /a /44 -ro , /111° u5E 5iMPSC>i\1 HP'Hn HoLDOWW EACH SIDE oP 5HEAR PANEL w7 23 -- 16 I IN ISOUOLE TRIM STUDS AND IN RIM JOIST" 23 - d TO TA L ) 9:Y %rr3 i U 'fi:y ": �Cr;:;'' pct' r;+.' h: f ;'i�:'iv:`.'. }.:,tom..:'s�,w +•u" iroicic:+c'.�ddS':i:rn+i: okl,', ;X:t6tV61 ::= its1.• ie'L:d .414V4 ik4.'4"..AY 4. z - w Ir 6m. 00 co • =' W o • g � = W I- =. Z �. I- o z I- o . U 2 w, I- o ; w z • u z DENNEY ENGINE... JNG 30009 191.1 Ave. SE Auburn, W.ddrp)at 90092 Phone & F.rr (201) 939.1313 M , STORY SHEAR WALLS wUND FORCE EL= 2615 /, L / DESIGNATION 0 Loc Tiow I N`r• L6 z w o cow UJ J i— • LL w° g J' LL 1 1- = _ z � ▪ o IJ 19 5NEAR WALLS tEStGNATEp 0 5NALL BE 5NEArHED 1 / 4 7 /s /32" CCM PLYWOOD w OK . 7 // O&S, MOCKED, 1 FACE [] , (30TH FACES a /JAILED WITH 8d oL N�All,s A T 6�� O. C . DR /S� GA X /� STAtaLCS AT 6 �' O . C . L /AND U.C. IAt FIELD. 0 -� u. ° z O V EATLI R N I NI G M = o F 3 fir i/z f / r(* /0( (/a)(/4)- 0 7-(/)(ceJl UPLIFT /S� 4° 22¢ 40i* 22g / Jr e = /0 CUMULATIVE LENG1 15 /7 - /" - z 7 SMEARS . WINO: 't1"tv. 266""(if...0_ 0 #4 2 7 SEISMIC : i':. firY(/& X36 /, 24 DATE. /0 y .74/ Re s,64/s-, c ar^o . 5i ,¢we'la, WA LA-Tr-RAG FORCE ASV 4 L YS(S PAGE 2.$ EEiSMIC FORCE - Tel rR � t3 . i1 o- = /¢ tzS /7 ,3- 7- do /c /v / 1 % ` Grc� /' /,j ant S /! /n /a 4G ..14.6z r �O /7I e�rc �4f"�,�c,th� d'ra 1a 7wg Ci /. "YS3S 5 . �a7ai,'t }`. `4.r1: 5i riki 4": DENNEY ENGINELG 30009 191st Ave. SE Auburn, Washington 00092 Phone & Fax (201) 939.1313 MAO STORY SHEAR WALLS PE5IGNATION LOCATION 604- 6 L 61 /. Oar UPLIFT • / CUMULATIVE LENGTH5 22 SHEARS . WIND: '11" 26s(7) .4 * /i LZ SEISMIC: -u . r6 (7) � 6 DATE. /0? /C/ . s/2%ce ./' a rell . P WA L A -7rR4L FORCE AAtM L YS(S PAGE ?? Sa il WIND FORCE F 26s IV SEISMIC FORCE 18 41/ w i p rH = 7 IA 20 5UEAR WALLS DESI.C'NATCD Q SHALL BE 5HEA7NED 1 / 4 7 15. CDx PLYWOOD • OR 7/ fr O53 , BLACKED, 1 FACE [ 130TH FACES D NAILED WITH Bel NAILS AT G i � O. C. OR 15' GA X ith "STAPLES AT G O.C AND 1" U.C. IN FIELD. 0 E.RTURNII.IG Mor = � gq 6 0 ¢ P 2/ L kr (?,)('Z,/t)f , '(i)(,' /) f /° ( f / i°63 (PJJ !- 51,° - _( 2 . ': %f,24. Mii::� itf�.t:v2ifi+n {i::s% "is .' e4;;5 �•+t`.ie',+iiz.A: ifs" ',M'r,F.4? :1:k i:L': <•ff'q.'! .!t itt a':.6`E':!tC`�':u'S z re -.I C.) U0 W I 1 , � w 2 g Q I i ...w 1- 0 Z 1- w uj U � '0 — O 1- w w 1- U LL Z ui O - O H: z &/e capac•ty of (2 /*n /j2'' COri'ec &d // 7 eon cre. ee 7e,d ' //2'' �y'eltq I�Gr Z/ = 8861 770/ a / du ra tro-v► t /se ' 2 " A x /o " Ads @ S%ocq, Shoup . ear O // S / 6 6 1 , s;( 3 3 5 `; ‘ ) 6d5 (63.4 j /4,//24 , 0 s -- e is - ( 3 ) /G / :3 kid (2y ) 5= 6ss , IG, 83fr 3 (Ifs 00) /V /Z /rp? city (20j J. , 4 1 • S 5 DENNEY ENGINEL —LNG 30009 191s1 Ave. SE Auburn, Washington 90092 Phon. & Fax (201) 939.1373 2 DATE. / PAGE 30 Ke s/c/e41 c e. 4' 6urell j, ‘5/1 rid a)17.7, G/J L A-TrR,4 G FORCE e1 IVA L Y$ (S ,r)c1/or 13o1 ?s Re7tertNot: /9919 //c cu.. ou w / ' j ✓e zv L/8C - 9¢ Sect. 23lu. e ono/ Th4 /e 23- 11/ -Al S /yienieict` Tab /e 2 3- i - 3V2" men,eel- Z/' = /080 riot" ma/ c✓u rat7€ni - rn e,hih er Z =18 g0 .L D. 7504 etO -- 5 , 33,) ^ 485 //F or SPF sill /'laziz ( /a 'sla / leo tr rests z a tce ase IL 0" 0. G. Lase yC'- c) O. c. Use 4 D.C. LISc° 3 O. C. Use. 4 o dsc t/ o I, 0.C. D G. sJ7 ?., is ;65r DENNEY ENGINE�:ING 30009 101 e1 Ave. SE Auburn. WMaldngion 90092 Prone & Fax (20I) 039.1373 PROVIDE -_ DI/ . X 1 011 ANCHOR EMBEDMENT AT 4 -0" MAXIMUM 0 W /SIMPSON SPARING PLATE 2!X 2" X 311W DATE. /0?/0/ , PAGE 31 Res/ 44 7/' 6eir : $ $a i GSM L 47Z RAL FORCE , 4 AM L Y.PS BOLTS W/ 7" MINIMUM .C. INSTALL 'ANCHOR BOLT WASHER. (DI,MENSIONS N .25 PROVIDE Vt." DIA. X _ 10 v ANCHOR BOLTS W/ 7 i� EMBEDMENT AT 1 -o�� MINIMUM SIMPSON BF _ YL BEARING D PLATE WASHERS( DIMENS ONSR BOLT W/ -�-- _ x 2 X V/6") , 1 DENNEY ENGINEE. 30009 19I.t Ave. SE Auburn. WashIng$on 90092 Phone & Fax (201) 939.1373 Rood' lsra/d l rtP -- *per ras?sverz'e •sAea.r 9(7i /2, L or9itud: -)al shear , P/� /2 sZ Roo? Pra Ord r rzsverse ,S% ear 1= . / 4 j- 3 5` f2 4s'P #17, 5347 11 OOS /2 ; 7, 4/ L3 Longitud:yal s4ear N6 ROOF DIAPHRAGM. 4 L °Werra USE I CDX PW OR OSB, BLOCKED w/ $e NAILS O "O:C. OR /5 GA. X AT PANEL EDGES ,• „DIAPHRAGM '.BOUNDARIES'& DATE / /?A/ '' PAGE 32 Xe s/84m c e 4)r' 6 j3 S14'?4 Tu eunr'la, GSA L A-TtRA L FORCE ,I k44 L Y.S ?.S 73 K �" UNBLOCKED t/ //l "STAPLES.4 6 12" O.C. IN FIELD DENNEY ENGINE[; L NG 30009 191st Avs. SE Aulwm, Washington 09092 Phone & Fax (201) 939.1373 DATE /0 (/" r PAGE 33 Xesi84Aice 4ar 6ard » Sa?l Tae eve `la U)/7 LA-T5R,4L. FORCE .4 /A L Y.PS t7oor.D�c �Lir rn s ~ /� 9 Th3bwver.Se W/ 7a 6 D • JU U O • = 7 <<36 ; coo, ' W = . W u_, F -.5 ?zoo 2 a Max. Shear -v-= 7/ 67 N a 53.7 I- 6/se 3/4. ii T'4 G pl ywoo� let ed # 71,3,7 2/ z 1—. I-- i- cy Li5e. ,5A ear v cot' 5 %3 1 ' plywood pe,r Ta 23 -1I- H C113C -97 2 a 5h e ar for lOd l 4 o. c. = 320(.9'/6) = 290 o f- G /ue See _a e.: ac ; t o f PAP 4 9/a...e = 50 p s e: Z: � c/ /a4 bead sp.reads'ty 3 40 0 _ Lise ( 4 beads C� pane/ edges. Wia/ 1:-: 26 75) =L 5 ii .. ~ , capeen' = 50 0: 5)(/z) - q40'' 7'_oza./ eapack y 01' 7 /c ' nail/.1y= FOD 7 l /90 N 27 FLOOR DIAPHRAGM us . 5 48 1( T *G PLYWOOD, , UNi6LOCkED 9 trod NAIL @ 6 AT PANEL EDGES `Auto 10" O.C. IN FIELD. GLUE WITH DAP4000 GLUE ;W11 ,(2) - %" DIA. L3EADS AT PAt EL EDGES AND (I) -W D(A. x.12 E3EAD AT 24" 0. C. I N FIELD. ...,... z;..: bk:,.:: t, v„ i,f:::;,. a.:.: i�' r', a:. i.,' o.,;+ iit`l �r.' d• 1,:, z•,?:+ ir�35...' n.? t i.,+ wd�: r: U. z: o't_,>, af, ee3 tiT:,1.1:+;:�4,.:.;, FROM : FAX NO. : DENNEY ENGINEERING, INC. 30009 l Ol sI Av &, SE Auburn, Washincpon 911U:)2 Phone P. Fax (253) 939 -1373 PROJECT leprnS By an di62 o /�Q Date ' ,3I 3 47-4 ; ,yep. 06 2001 12:21PM P1 Y'= l...ik;•'�iW.' %d4 *, .. FROM : , ,,.., . FAX NO. : UENNEY ENGINEERING 30009 191*1 Av. SE Auburn, Woddng ion 90092 Phone I ram 1201) 939.1373 Sep. 06 2001 12:22PM P2 DATE /oli> /0/ PAGE ,8e.vn)s .3? and,d2 Garage _Bes;demce at / 4 r ke, 5 BeanIs/f/eade rs Afh, 13 > Descir: 6aVc79e ?ea` S�oar� CanzWe'er(s) Le{? 7 ./ /)/ /i4 :. an i Form : Ravi //.75' Floor 4.0 tey// ? i ham. 77-1.;m po7re'/a/ : Fro07 7 . Est, 8m, a" X 1/n, r m a) / 70.251 /o0.o io(s) =345# Wu= (z4. fS 54/: • Ti''anyu /ar 4, ev Pa raw / wb4 �' A LL ° £ean? /RReoder Se /ace/On 5l8 x !3f fC 2�� ►/¢ �.u.lc „IK ::114i.V111: kWki:.rt:.'�r' Wit.'fr:�:%o;i.��; : n: t ✓ r. .... . z • mow. J U. O O: mo W = . o w .2 g J - a H 1—. I o ILI (6 O E-: • w 1JJ `. H U . 0 w z U C • �• 0 z. FROM : FAX NO. : Job Name: SINGH RES. Beam Mrk: B1 5.125 x 13.5 7.475 kips 7.475 kips 1 , 1 1 i< >: Span(ft)= 16.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 366 psf Live Load = 541 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 190 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection •< L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 Sep. 06 2001 12:22PM P3 BEAM SIZE ; 5.125 x 13.5 Bending stress: +M fb = 2377 psi for +M = 30.83 k--ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 148 psi for V = 6.73 kips Dead Load Deflection = .322 in Live Load Deflection = .477 in = L/ 415 D +L Load Deflection = .799 in = L/ 247 Allowable bending stress: for +M: F'b = 2368 psi for -M: F'b = 2368 psi � FROM : DENNEY ENGINEERING 30009 1010 /1v. SE Auburn, WAdthlaon 00002 PIton• & Fax 120)) 930.1313 Loaa/s . ' p ?.'S fr left eh d p g2.2 FAX NO. : DATE / Sep. 06 2001 12: 22PM P4 fir, /eft era/ SAL Ir.' l t°-lct e.f? /ale end Beam /leader de c t7 o n .S%4.x/!7 CL 24iF -y¢' PAGE 3 fears i 7 aoe)/ 0 6c9rd e ;; �•, • ae /463 466 $eanis /14aclers 4Ik. 8z Descr. Oc'ra Bear earn/ l, be 1 5/ 4 en '18 _ Cant /%ver(s) Left Rt. Est`. Bm. aJt .06 ;17 7,-.46. GU /e/ i : C/» t .Corr» : Rod' 4 / Vcor Weil/ ?/ anriar : pa rz`/vv/ = firm CAP vrm w _ /7(4, 69 8) *3 0 = (e7 w GL _ t')'' ) 77 77/arlu/ar a parLi.v / � bG /'LL . .1... k ?r v ) ;{4+k ^�r w; c'a..,. itoa i,.u.�1r:+ ftiFt2'Siin. +dt " b tirtwtv.a ,14 c' sk a;: 11;' "J, w oG 2 O 0 • 0 U) z . 1— w O g • - N d = w Z 1 I— Co Z ►- w U � O N • I- w w Z O Z w _ ' 01 z c FROM : < 6.698 kips FAX NO. : Job Name: SINGH RES. Beam Mrk: B2 5.125 x 16.5 Span(ft)= . 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: ' Dead Load = 187 psf Live Load = 97 psf OC Spacng = 1 ft CONCENTRATED LOADS: LOAD NO. P -DL(k) P - 1 3.22 GLU -LAM BEAM - DESIGN CRITERIA ,1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 190 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load:. Deflection . < L / 380 6. D +L Load: Deflection < L / 240 ' 7.'Unbraced top edge An region of +M (ft) :' ' Lu,. = o 8. Unbraced bottom edge in region of -M (ft): Lu = 0 • 9. Eff span lgth ratio: le/lu= 1.92 • 10.. Allowed overstress: (%) /100= .03" 11. .Exact' Beam WIDTH (in): b = 5.126 5.514 kips 1 1 )' P -LL(k) X(ft) 3.88 7.5 Sep. 06 2001 12:23PM PS BEAM SIZE : 5.125 x 18.5 Bending stress: +M fb = 2160 psi for +M = 41.86 k -ft -M fb = 0 psi for. -M = 0 k -ft Shear stress: fv = 112 psi . for V = 6.31 kips Dead Load Deflection - .316 in Live Load Deflection = .293 in = L/ 737 D +L Load Deflection = .609 in = L/ 354 Allowable bending stress: for' +M: F'b = 2316 psi for -M: F'b = 2316 psi 23E ND /NG tit = LD DENNEY ENGINELRING 30009 191st Ave. SE Auburn, Wsshtnptan 90092 Phone & Fax (201) 939.1373 5/-/F_4 2 1/.= 601/2 _ /. 5 V/A 21/ _ 2A w /, 5 W 8 /FILE r r 777 3 �llawa6le y (7.g)(/, 5 x /0 6 ) (i' 3) (/2 ) (53.2)(3lOD) 51 /vi A �1 2x /D #i ) (0/5t5 /4 6.c, aK ( <paes to 1_5 ak ,T�u off' Load r=avc r' /l/I Ax 'M UM 5/x,4 /t/ PC l" /oar �/D /s zs ME/vi8E/ 2x /6 Hrt2G / 6 4= /3.8'8 /12 5= 2/,37 8 5 _ 8 (2/. (6(.6) Z7 /oN (ftr LL� aaere rn cie#e c 60 -, m y3 1 / 4 l = 75' ps L fL = /075' f os _ /- x /0 / psi (repet ) L. °AIDS W 5D(/. 33) =66,5 W -- 400/. 33) - 53.2 # Y t . ,9 /low��le spa re).r. c$ c 4 ,e /. 33(/3. F&(75)(/2)(/.0 &) 7 4 20;25) = 26E.3" = 2.2! ¢a (06.5) /82 /1 //; /t doefc ten t soap Z el/ec74a -, / 5. " . span to ih cl eS 5= /h /,?1` `— //o wa 6/e Renc/1Ny /5" 2 o C'D/i Z is =. s2�,�v'ra�a�ia iw�.� b'�.f �rii�iX ::sia„�h9;.4�•z'�.y`a %a.5u arK:e'tnlii`JS}R+. S+F7i +;4i;% eir`vhi''t' ,.u:nl'l, is°:.+`u'dklli7:c55ii ' Option. • Heat System Glazing to floor % Glazing Doors Ceilings Above Below Grade Walls • • AFUE HSPF • Vertical Overhead U- Factor With attics Vaulted Grade Well. Interior • Exterior floors Slabs Opt 1 0 78% . 6.8 10% 0.70 0.68 0.40 R-30 R-30 R-15 ' R-15 R-10 R-19 R-10 Opt 2 78% 6.8 12% 0.65 0.68 0.4Q 11-30 R-30 R-15 11-15 R-10 R-19 R-10 Opt 3 0 • 88% 7.7 21% 0.75 0.68 . 0.40 R-30 R-30 R-19 R-19 R-10 R-19 R-10 Opt 4 III 78% 6.8 21% 0.65 0.68 0.40 R-30 R-30 R-19 R-19. R-10 R-19 . R-10 Opt 5 0 74% 6.35 21% 0.60 0.68 0.40 R-30 R-30 R-19 R-19 • R-10 • R-19 R-10 Opt 6 I 78% 6.8 • 25% 0.50 0.68 0.40 R-38 R-30 R-19 R-19 • R-10 R-25 R-10 78% • 6.8 30% 0.45 0.68 0.40 R-30 R-30 R-19 R-19 R-10 R-25 R-10 Opt 1* N • o 8 0 78% 6.8 Unlimited 0.25 0.40 . 0.40 R-30 R-30 . R-19 R-19 R-10 . R-25 R-10 fiech 4 0 ...as 0 • . . • . • . '• ' . • - • • , . . • • . . . • . . . . . . . 1. 1997 Washington State Energy/Ventilation Codes Residential Submittal Form Other Than Electric Resistance He Applicant: URD/p „c Tracking/1- e.. King County Department of Development and Environmmental Services • Job Type: Occupancy: Fuel Type: LE COPY New Addition 0 Remodel 0 Fillifi the r!Rn 7,:er,provnIs are Ingle Family 0Multifamily- #Bldgs: ' - #Units yi Gas 0 Oil 0 Propane 0 Wood • 0 Coal • 0 Heat Pump WSEC Chapter 6, Table 6-2 I. • "The following options are for buildings more than 2 stories: 1) 0.45 max. for glazing areas of 25% of less 2) 0.40 max. for glazing areas of 30% or less. * Supportingtdocumentation required. Conditioned S9. Ft. 3ig5 X Glazing % Max. Heat System size: 0 Wall Heaters: Ducted System: Vapor Retarders: Floor Walls Ceilings • t (0 mil Poly 4 mil Poly, 04 mil Poly Conditioned Si. Ft. x 24 • ' Conditioned Sq. Ft. x 27 Ventilatio System (Choose one) . 0 Not applicable. (For additions less than 500 sq.•ft.) Integrated systeM w/ fresh air introduced into / return air du Will whole house exhaust fan be included? g Nu D0351 0 = 1 O Face Stapled Backed Batts • 0 Face Stapled Backed Batts O Face Stapled Backed Batts RECEIVED . • CITY OF TUKWILA OCT 25 Z00 . PERMIT CENTER ' = 3_95 Sq. Ft. Allowed Glazing BTUH Output O Ext T G Plywood O PVA-Paint O PVA - Paint Fresh air port at each habitable room. Min = net 4 sq. inches each. Whole house exhaust fan is required. . Continuously operated heat recovery system. +4'4.46-At 4 'tr:tg$'Y'%7FACArz'N.,Y1,,,c;,:li,';, .!;';:,,V1";4.4:5:19.4$21"',.±F:AliP,f1V4441,1rtZZIYatkg.0,16,PYFV::?W-ktra«..t'SLVILIt'll MFO. I — ROOM WINDOW FRAME AIR Pj/ GAS LoE U -VAL. AREA AI UOPT) 35; e 6; W 9A6)15 1 c /'K8' X x - f» s'x 6 I y`xw' q'x'' 6 ' 3�X2� 1-11)(4/1 n . • I ( 9 , fd _./ • _ 1 i-1-14/ . • t Lig 'Liar 4y1 f �f tt l/ I `I t r �,t ,/f1 /WI __lam - h - 490 yY g Wa 6 / 69 I17, (pL/ 07 i f • ,sR 3 - Qsue r� Mei/ • 1 i / . . . ..II • / A • • -, • • 5 • • v, • : 1- (Rai/ ,2, I I r n l l (B) DOORS WITH MORE THAN 50% CLASS - D AZING SCHEDULE rrl SKYLIGHTS AND SKY WALLS • GLAZING% = TOTAL 1' • • tUNDITIONkU AHED • (optlonaI) AVG U -VALUE = T 2 UA TOTAL L) 11.15'1 NUCTIONS FOR COMPLETING THE GLAZING SCHEDULE ALL OF YOUR GLAZING IS NFRC CERTIFIED AND LABELED: Complete columns (D), (C), (H), (I) and ttir: GLAZING % calculation. i ANY OF YOUR GLAZING IS NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL BUSINESS OR IF YOUR GLAZING IS SITE JILT: Complete columns - (A) through (I) and the Glazing % calculation. Use'U- Values contained in WSEC Table 10-6B )n column (H) for non - tested manufactured glazing. . f Use U- Values contained in WSEC Table 10 -6A in column (H) for Site built or custom glazing. •1 <: e .1 , ,,'1% • .,a , 1 w' ii a• }.k'J:`'7Yi:'�i4i >5;'f: isi;�4 }rZ!i.- �`: •aF 4.` bit" X' l+t+;.2:"NA5 1 ' : gt'..r'Gy.4C,� TOTAL 1 TOTAL 2. • • If any U- values exceed your compliance path in Table 6 -1 or 6 -2, you will also be required to complete column (J) and the AVG.0 -VALUE calculation. The average U -value cannot exceed those in Table 6 -1 �r 6 -2. Revised 5-14-98 I — .. t ` ' — — • _ • ,te: Use separate sheet for additional < <. • • 1 i / . . . ..II • / (B) DOORS WITH MORE THAN 50% CLASS - D AZING SCHEDULE rrl SKYLIGHTS AND SKY WALLS • GLAZING% = TOTAL 1' • • tUNDITIONkU AHED • (optlonaI) AVG U -VALUE = T 2 UA TOTAL L) 11.15'1 NUCTIONS FOR COMPLETING THE GLAZING SCHEDULE ALL OF YOUR GLAZING IS NFRC CERTIFIED AND LABELED: Complete columns (D), (C), (H), (I) and ttir: GLAZING % calculation. i ANY OF YOUR GLAZING IS NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL BUSINESS OR IF YOUR GLAZING IS SITE JILT: Complete columns - (A) through (I) and the Glazing % calculation. Use'U- Values contained in WSEC Table 10-6B )n column (H) for non - tested manufactured glazing. . f Use U- Values contained in WSEC Table 10 -6A in column (H) for Site built or custom glazing. •1 <: e .1 , ,,'1% • .,a , 1 w' ii a• }.k'J:`'7Yi:'�i4i >5;'f: isi;�4 }rZ!i.- �`: •aF 4.` bit" X' l+t+;.2:"NA5 1 ' : gt'..r'Gy.4C,� TOTAL 1 TOTAL 2. • • If any U- values exceed your compliance path in Table 6 -1 or 6 -2, you will also be required to complete column (J) and the AVG.0 -VALUE calculation. The average U -value cannot exceed those in Table 6 -1 �r 6 -2. Revised 5-14-98 Project Name: Q1'Ro ic/ Address: M 3s - / it ati Residential Building Permit Number: 1. Prescriptive Option W.S.E.C. Chapter 6, (check building permit option used): 0 0 1 ❑ ill. 0 iv. 0 v. 0 vi. 0 vii. ❑VIII. 2. House Square Footage (HSqFt) 3/9s 57,44 3. Heating System Installed, (check system type below): ❑ a. Electric Resistance /21 BTU/h per sq. ft. ❑ b. Electric (forced air) /24 BTU/h per sq. ft. , a c. Other Fuels (gas, heat pump) /27 BTU /h per sq. ft. 4. Equipment: a. Make b. Model c. Size in BTU's - 5. Calculationi(HSgFt) (see line 2 above) BTU /h X (see line 3 a, b, or c above) BTU Equipment Maximum Size T •d 7/9/96 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Prescriptive Heating System Sizing for Single Family Homes - New Construction Washington State Energy Code Chapter 9, Climate Zone 1 PERMIT APPLICATION #: H -6 Applicant's Signature: D • Date: F/14/ u2utp dtp.anfl enottt to an 400 kii? "4.4c :e':w. x uw'," s`dti�fi « 41 ' ;v uA nyi,.tilvi •j,.,..: �I i ! � /�ir�'h j� ::�� %Iii jyj{ .;•% 'i'i., t::::ii • .: ::,...:t I:Q:u �{: o ,{ 1Fi :i}�ri114,r ° zi/ / /c;�� I .I 't:. •1 'i:tt'„ ::ft::,•t J°...... ........ . :i• t•il rlt:i: t• . 7!' {:' $f i.': ' .i�. tl: t:::.11t:i'i:tl lfl �'I: • :V,I'rl:::i •'i'i' t' ... P. re' s' Cri ::e,; ,(Chap'teri:6}:OpifFon s for Salurce: btlteri�u CHECK / One axing :117ax ° : Instructions: 1) Carefully review the requirements for each of the options below, Choose an option that best suits your dwelling design. Giving percentage typically determines which option to choose. Your building must match the selected optior requirements without exceptions or substitutions. 2) Check / the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project.. Your permit will be processed more efficiently If you provide all of the requested Information. Departmeint staff can help you with general questions about this farm. Can't CompIv? If none ct the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Ca:culations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form, or by acceptable computer program such as WATTSUN. eilin u fl allIdstii va ..: i .::......... Iltl a b oy;e;g Cad e i beid y greae far la II: iSlab ort gradsli i "' Footnotes: Apr 3aCiQ 'ii loft:: 0 Med 10% 0.70 0.68 0.40 (R - 2.5) R -30 R -30 R -15 'R -15 R -10 R -19 R -10 Med 12% 0.65 0.68 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -10 R -19 R -1 'TI :ON °i' iOP.TI 0 High 21% 0.75 0,68 0,40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 Permit # 0 Med 21% 0.65 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 . R•10 OPTI tr'...f1.. . 2 iiV , V 0 Low 21% 0,60 0,68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 0 Med 25% 0.45 0.68 0.40 (R-2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 OPTIO �VII 0 Med 1. Nominal R- values are for wood frame assemblies only, or assemblies built In accordance with Sec. 601.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3. Min, HVAC equipment requirements: 'Low' AFUE 2 0.74. 'Med' AFUE 2 0.78. 'High' AFUE 2 ,088. Heat Pumps: 'low' HSPF z 8.35; 'Med' HSPF z 6.8; 'High' HSPF 2 7.7. Water 8 ground source heat pumps are 'mad' and shall meat a minimum COP per WSEC Table 5-7. 4. (Vertical + Overhead Glazing) + conditioned floor area = maximum glazing percentage. Overhead glazing with a U- factor of .40 or less Is exempt from glazing . percentage calculations. 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. `OP ;T1ON'' 0 Mad 30% unlimited 0.40 .25 0.68 0.40 0.40 0.40 (R -2.5) (R -2.5) R -30 R -30 R -30 R -30 R-19 R -19 R -19 R -19 R -10 R -10 R -25 R -25 R -10 R -10 F's :i�i � +'`�' Eli%; 0:'.14 f ti : a p bP a fir; , i ' ; ?,it :: i;ij f`:.. >>�' •.f. ;: N$ y i, •: wii..� i:= : :•$• ; ,1„ 'i'. i')'' tit. l l,'li; I:i.;; iS �.:, y,;:4 n: n' ✓will it is . i?: <.M �" .ij( }:: ::.� • .),.. . 1. i�:. :: {. A , .,.{ .... ,'i. y.i. St. . I'i`i:`:: 1 . ....i•$•$.:..)...:::i ' a•. 1 ' 'irar.::'4': r,.. ^ ?? •. :::;.! <: x:;s }} ..,•ef.:..t;. 1. v`;: �q• 5 , v/,r.. a:i • A ' i! ' � , I , i•F 2r:•, .r.f:.•f.':Cr. .t:: :Ff•vj6,. .. f. �t'r • f• ",:S'4!j....;1,,:,'$ %ir'.i,r. ytrr :il:i•'tr.i:1:'•fii • ii 'i''ii r s j .Q s: } . . fi.,...:,.. y r.W> IzAyrtiY}it'f�F' :f7itA:40;Ar'1'?. 1 NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. 1 OaiJ J, 441 V?M y/. ` .--- 9 x si 7-3 SF l l? q , e -x' is s.l< 4 /i P i- "x G/ 3l SF . r 1/ 5' X 6 r Gd st: of I .. lr y/ x‘' I/8 3' 1 A -i1 1'8 Si: oZ '( 6- 6(x5/ 4 Sf. / �— /I . / sA4416.4 em("" 31,2,' 46 .sr 1/ /r sc j .qi // r xs" 6 6 csr /, ,"( Sf 1 7e/ XL/J " g g 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 • 1. HEAT SOURCE: C?AS 4 - en/AmC.0 (gas oil, propane, heat pump, electric) • 2. • WINDOW SCHEDULE: Fill In the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column, (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE S.F. .. The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. TOTAL GLAZING AREA = 314 Residential Energy Code Form H13 9/10/01 •d 88/.9 -CEir TOTAL CONDITIONED FLOOR AREA 5i 5 TOTAL GLAZING AREA 4+ (add entire column) S.F. x 100 = LI2UTS dtp,.in0 ACTIVITY #: PROPOSED GLAZING PERCENTAGE if 0 / H -15 ROO :TT TO 20 q °0 CHECK "/ One sI T ., 't. ��. ;QR. .IV, :�f: '{' i �:•Y 52.5:' ) :::4 2 :: :'tf �'" 3 ::i2. .1•:'' ,!• : F:�i • ! .�:: •i. 't. ff: � �: ..u., �.... .. Y.:•: " :•.,.� • il 2•� :E7'P1'I:O : :f. /� , �i': i.l ' il . C � � r i :tN:f. ^t.�i' lfi•i�/:)i ":::::% t:.' {y °. .... �Ilih:, •:' ;,�i O 0 0 0 0 0 0 n #1FA K; pie 4.:" t Vo;€Qf•2 d:C1•'; "•° -t tq p)t ar e � i l d gfaz gi' i . f a I''.t l'ac • f ` , •�• � ; Ai' ; ; ;::.:; ' } ei C W Vii, �., f:•:W2 {` :; yy i7 'S } n'', +. j<.w'::� l : t` %5 :{' S:,•yl,• � ? � , jyl :3t . lei F . � • ti ,,, • � ( • ;O�t�� •. •, •'•'.' a ; v r efto..f, ;.: a'a� o- "ri• ; >. °: °•:'` p 'r�' F; i51fq�lj I. Med 10% 0.70 0,68 0.40 R -30' R -15 R -15 R -10 R -19 R -10 e 12% 0,65 0.68 0.40 R -2,5 R -30 R -30 R -15 R -15 R -10 R -19 R -10 Hi h High 21% 0.75 0,68 0,40 (R-2,5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 Med 21% 0.65 0.88 0.40 R -2.5 R -30 R R-30 R-19 R -19 R -10 R -19 R -10 Low 21% 0.60 0.68 0.40 R -2.5 R -30 R -3 0 R -19 R -19 R -10 R -19 R -10 Med 25% 0,45 0,68 0,40 (R-2.5) R -38 R - 30 R -19 R -19 R -10 R -25 R -10 Me d 30% 0.40 0.68 0,40 5 R -30 R - 30 R -19 R -19 R -10 R -25 R -10 Me q Unlimited 0.25 0.40 0.40 R -30 R -30 R•19 R -19 R -10 R -25 R -10 P• ni Address: Permit # Instructio s: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ,/ the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't Comply? if none of the Prescriptive (Chapter 6).options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the'rescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form. or by using an acceptable computer program st:ch as WATTSUN. :.•gat: yy,: ,yi.' :2 %: S!; :Ji: ' "}; i a'i:' ; ixi :% �.i.. y •Si: irMml Footnotes: 1) Nominal FR are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2) The following options are applicable to buildings 2 stories or less: 0.60 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3) Minimum HVAC equipment requirement `Low' denotes an AFUE of 0.74. 'Med' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. For Heat Pumps: 'low' denotes an HSPF of 6.35: 'Med' denotes an HSPF of 6.8; and 'High' denotes an HSPF of 7.7. Water and ground source heat pumps shall be considered as 'med' end shall have a minimum COP per WSEC Table 5-7. 4) Glazing and door U- factors may be weighted to meet the U- factor requirements. 5) Log & solid timber walls with a 3.5" minimum avg. thickness are exempt from this requirement nrz/ra .r.r4. { ".R it.i lit'. f • i:t t': 'a. . 6:i ..t: • �i �i.1'ii::r .� ..... �:l� ... ......... ...t, .........:o, ?��� :3•:..:!1;:2.:.;1 .. 1'M2 • at aw. Whom./ • r.m y9utc di n.inrp et: •�Li �t. i, zia2010.M1o' ann :rt Tr) an eon :1'4 {2r +'S to "'x�a'J'sleas4wr�iKi'skYiakH�* d. ! ; .3.auu�- r�i;+1�.1,1> i£Kdtehx»:Ci✓i3i!'4,.�' Z H Z w 6 g 00 N D W_ f'- �w O w g 5 (o 1- w Z � w U 0 1- w I- LL w z L TTy P z f . 4r-: � ma of r�' ..'fv .. }{ ,i .if. }i �r.p; iii;�'t;J�i}:i•4't! ...�� .k S °'.,: .e. u �.i! i�a �!) ,. „II ::; t, .1T' . , t � .. i:;i .. ) iy' •::�: :. QP .r1i %!`•. di: +: ,,. ;; I ;t '� <:i:v�' % >,'�. � .. .....! yy'4{ .t:; , • RT't: - � Q . > +:> ; „ /Ci .. :at r + , � /J� ' , 3 .....i.:.T., � � r!l ,i.� �F ��� L M Ni:i;��:3: 7 ;:.. ii •. 1. 7Y %yit j. • �...t ! 1 .'i ' ti ': �'; ' ><; ,.4A�i11 �.. •PT• V�'.::::.0 ... •.Q II I ai l PT V_ .i: t c f•• 1. '•Y :a..�'.t .l.:.a..... :� +y:�2;i 5.5" 7.5" 9.6" 6.7" 8.7' 9.8' 10.5" 13.5" 15% 15% 15% 15% 15% 15% 15% 15% 0,31 0.40 0.40 0.31 0.40 0.40 0.40 0.40 0.58 0,58 0.58 0.58 0.58 0.58 0.58 0.58 0.14 0,20 0.20 0.14 0.14 0.20 0.20 0.20 (R -7) (R -5) (R-5) (R -7) (R -7) (R -5) (R -5) (R -5) R -60 Adv R -60 Adv R -38 R -60 Adv R -80 Adv R -80 Adv R -49 R -38 Adv R -38 R -38 R -30 R -38 R -38 R -38 R -38 R -30 R -38 R -30 R -30 R -38 R -38 . R -30 R -30 R -30 R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 • CHECK 1 One �► t, • .J Address Permit # instructiorts: • 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested infromation, Department staff can help you with general questions about this form. Can't Comply? if none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form, or by using an acceptable computer program such as WATTSUN. Footnotes: 1. Nominal R- values are for wood frame assemblies only, or assemblies but in accordance with Sec. 601.1 2. Climate Zone 2 includes: Adams, Chelan, Douglas, Ferry, Grant, l ittitus, Lincoln, Okanogan, Pend Oreille, Spokane, Stevens, & Whitman counties. All other counties are in Climate Zone 1. 3. The following options are applicable to buildings . 2 stories or less: .35 MAX for glazing areas of 25% or less; .32 MAX for glazing areas of 30% or less. 4. Glazing, skylight and door U- factors may be weighted to meet the option U -value requirements. 5. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502.1.5 8. 'Adv" denotes advanced framing. }�. A •':r..� : f:''it h is j '. i • . i:':' . .:,>' "• •. > fi' t•: Yii i ill. �:< .ri'Y .i••. : tl T::. t ,I <..r:.. .6;.i . 'S.�':,••:.:.,,{:t....t.;:',::: ;. �:��:. �' {:;: }.'; f'• rr: •9" i:s Tu . : 5:. �'•ti:' 4'f, L f j fir:. • .n • t +. < %'!:' %!. Y.: .i... ^�:. 1. , .f ?;�. i>;i:..':i: '�t:• :itii:: .i': S'::i: ..t }!• ![ • } 2 } '��ry ( /.5���(����! ::i' �.t. :t•i7'�'1•i:o . >'�:. R i +�:•t:•.,. .. Y ,R4Gw,..; ••r..., f....�'': < Ip11 aztootrei imam n ^ Y •. ' z Z QQ • � J U U O U WI • W W 0 LL Q = • a � Z = I- O Z I- • W • 0 O • N • - W 2 • O W Z U N O • ff' z NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F �a-ri j Vimyf. _ ` , 411 s1 70? SF. - Q 6 1-- 6/ 3 .9 A .1/ v 5 A6 Sf 01 If • I L x0 ,218 3 /, ti /xyl i'/S Sr. 0C ' 1 ( 6i )( S III At. / 7/ f sq4160 ,tx 31K2, ,2 ' )0 6 6 sr 6 6 04: l /1 rt. ' /, l S `I y �,,� yi l‘ Sc. a• d TOTAL GLAZING AREA 364 1 CITY OF TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 S.F. .- Residenticl Energy Code Form H1.1 9/10/01 88LB -CEt• TOTAL CONDITIONED FLOOR AREA 3195 TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = FILE C,OPY PROPOSED GLAZING PERCENTAGE Outs dtp.Jn0 H -15 ACTIVITY #: WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: � fr e,/A4VC.0 (gas, oil, propane, heat pump, electric) 2. • WINDOW SCHEDULE: Fill In the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE CITY OF TUKWILA OCT 2 6 2001 PERMIT CENTER The proposed glazing percentage must be less than or equal to tine glazing percentage listed under the prescriptive option that is selected. Dot 3 Q00:TT TO 20 400 t7x t�llis Arlf „ ,4 ' r t h id . A T `rrz"r,, apa p y., MAYA Address: ,rra IC ti `.esc, r pt ive; Sour s ;a ' Instructions: 1) Carefully review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the seleoted option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do lot apply to your project. Your permit will be processed more efficiently if you provide all of the requested information. Department staff can help you with general questions about this form. Can't Comply? If none of the Prescriptive (Chapter 6).options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form. or by using an acceptable computer program such as WATTSUN. CHECK ✓ One e► c• M ..N4 04/01 Med 10% 0.70 0.68 0.40 (R -2.5) R -30' R -30 88G8 -CEtr Permit High Med 21% 21% 0.75 0.65 0.68 0.68 0.40 0.40 (R -2.5) (R -2.5) R -30 R -30 R -30 R -30 R -15 } R -15 R -19 R -19 R -15 R -15 R -19 R -19 R -10 R -10 R -10 R -10 R -19 R -19 R -19 R -19 R -10 R -10 R -10 R -10 lelgcted <`c ti n l p} rapna F v Ifup, � t E 7 •s,t' .. is u:. l•. rv"siVan Sligo VAr m7 4gy •.rum T IQN Low 21% 0. 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -19 R -10 Med 25% 0.45 0.68 0.40 (R -2.5) R -38 R -30 R -19 R -19 R -10 R -25 R -10 you t g d t p..in0 Med 30% 0.40 0.68 0.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 �1..� i� ;: t: l:� ii:Yt.•'t:It•i'1iAi �3,.: •il;�l � : i ,'iil .:.� 0 M ed Unlimited 0.25 C. 40 C.40 (R -2.5) R -30 R -30 R -19 R -19 R -10 R -25 R -10 Footnotes: 1) Nominal R- values are for wood frame assemblies only, or assemblies built In accordance with Sec. 601.1 2) The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3) Minimum HVAC equipment requirement. 'Low' denotes an AFUE of 0.74. 'Med' denotes an AFUE of 0.78. 'High' denotes an AFUE of 0.88. For Heat Pumps: 'low' denotes an HSPF of 6.35: 'Med' denotes an HSPF of 6.8; and 'High' denotes an HSPF of 7.7. Water and ground source heat pumps shall be considered as 'med' and shall have a minimum COP per WSEC Table 5-7. 4) Glazing and door U- factors may be weighted to meet the U- factor requirements. • 5) Log & solid timber walls with a 3.5" minimum avg. thickness are exempt from this requirement r9A102010 .wwl QOO:TT TO 20 4 z w X QQ 2 J U 00 CO 0 J = 1- U) u_ W LL < • a = W H = Z1.- 1- 0 Z I- U � O - � H wW u. O W Z U N O I- z C mate:' a r... ...: ....:::.:::.::- :..:....... ., �....... ......:��:........:<:;;:..... .:,.: ��.:: �,� :. • ..... ........ fir ; : �.... ! .,.........:;... ..... •: ,• ..OPT:t:::;�:•.......O ..,. <., ,�. ,;.,: V• i(I ;�. tt.�....:.: <t .F�PT.f n t : { 3 C«L :n + • OPi't.::::.,;:;..c•U1?. ':t:��;s::,:, : R'T °tlti :..`�::i ?�QPT : iT ; .<,4 , t, .:.:, i � � � ; � ( • 17,V;:'; 5.5" 7,5" 9.6" 6. 7' 8,7' 9.8" 10.5" 13 5' 15% 15% 15% 15% 15% 15% 15% 15% 0,31 0.4C 0.40 0.31 0.40 0.40 0.40 0.40 0.58 0.58 0,58 0.58 0.58 0.58 3.58 0.58 0.14 0,20 0.20 0.14 0,14 0,20 C.20 0.20 (R -7) (R-5) (R-5) (R-7) (R -7) (R -5) (R-5) (R -5) R -60 Adv R -60 Adv R -38 R -60 Adv R -60 Adv R -60 Adv R-49 R-38 Adv R -38 R -38 R -30 R -38 R -38 R -38 R -38 R -30 R -38 R -30 R -30 R -38 R -38 R -30 R -30 R -30 R -10 R -10 R -10 R -10 R -10 R -10 R -10 R -10 t , • d Address CHECK 1 One 0 Permit # Instructions: 1) Carefuiiy review the requirements of each of the options below. Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check ✓ the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested infromaticn, Department staff can help you with general questions about this form. Can't Comply? if none of the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stringent than the Prescriptive requirements. Calculations may be performed with a 2000 WSEC Chapter 5 Residential Qualification Form or by using an acceptable computer program such as WATTSUN. Footnotes: 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601,1 2. Climate Zone 2 Includes: Adams, Chelan, Douglas, Ferry, Grant Kittitas, Lincoln, Okanogan, Pend Oreille, Spokane, Stevens, & Whitman counties. Al! other counties are in Climate Zone 1. 3. The following options are applicable to buildings 2 stories or less: .35 MAX for glazing areas of 25% or less; .32 MAX fcr glazing areas of 30% or less. 4. Glazing, skylight and door U- factors may be weighted to meet the option U -value requirements. 5. Overhead glazing shall have U- factors determined in accordance with NFRC 100 or as specified in Section 502,1.5 6. 'Adv" denotes advanced framing, i ii::;: � '��., <•i': ::i:..: ° �i:.:: 8t3L8 -ECIT q uss dtp,.1nD :.', »i ;.ti is a20 : t T to 2n aon Option. ' Heat System Glazing to floor % Glazing Doors Ceilings Above Below Grade Walls AFUE HSPF • Vertical overhead U- Factor With attics Vaulted Grade Wells Interior Exterior Floors Slabs Opt 1 ❑ 78% 6.8 10% 0.70 0.68 0.40 R30 R -30 R -15 ' R45 R40 R49 R40 Opt 2 78% 6.8 12% 0.65 0.68 0.40 R -30 R -30 R -k5 R -15 R -10 R -19 R -10 Opt 3 ❑ - 88% 7.7 21% 0.75 0.68 . 0.40 R -30 11-30 1t. -19 R -19 R -10 R -19 R -10 Opt 4 ❑ 78% 6.8 21% 0.65 0.68 0.40 R -30 R -30 R49 1149 • R40 R49 . R -10 Opt 5 ❑ 74% 6.35 21% 0.60 0.68 0.40 R-30 R -30 R -19 11-19 . R -10 • R -19 R -10 Opt 6 ❑ 78% 6.8 25% 0.50 0.68 0.40 R-38 R -30 11-19 R -19 • R40 R -25 R40 Opt1* ❑ • 78% .6.8 30% 0.45 0.68 0.40 R -30 R -30 11-19 R49 11-10 R -25 1140 ow; D 78% 6.8 ' Unlimited 0.25 0.40 . 0.40 R -30 R -30 . R -19 R -19 11.-10 , R -25 R -10 **apt ❑ •••cb s ❑ . • - . King County Department of Development and Environrnmentat Services Applicaiut: WSEC Chapter 6, Table 6 -2 , Vapor Retarders: Floor Walls Ceilings 1997 Washington State Energy/Ventilation Codes Residential Submittal Fonn Other Than Electric Resistance He Tracking //: Date: /0//9/6( Job Type: New p Addition 0 Remodel ❑ Finished Sq. Ft. Occupancy: Ingle Family ❑Multifamily - f/Bldgs: //Units Fuel Type: Gas ❑ Oil ❑ Propane 0 Wood . 0 Coal . 0 Heat Pump "The following options are for buildings more than 2 stories: 1) 0.45 max. for glazing areas of 25% of less 2) 0.40 max. for glazing areas of 30% or less. "' Supporting documentation required. Conditioned Sq. Ft. 3J5 X Glazing % _ 3 95 Sq. Ft. Allowed Glazing Max. Heat System size: . 0 Wall Heaters: Conditioned Sq. Ft. x 24 71,1Ducted System: Conditioned Sq. Ft. x 27 fi mil Poly 4 mil Poly, ❑ 4 mil Poly Ventilation System (Choose one) . 0 Not applicable. (For additions less than 500 sq. ft.) Integrated system w/ fresh air introduced into return air du Will whole house exhaust fan be included? Nu = __- _2y 311,7 O Face Stapled Backed Batts . ❑ Face Stapled Backed Batts ❑ Face Stapled Backed Batts BTUH Output O Ext. T & G Plywood O P VA - Paint ❑ PVA - Paint ❑ Fresh air port at each habitable room. Min = net 4 sq. inches each. Whole house exhaust fan is rewired. ❑ Continuously operated heat recovery system. z mo f i0 0O w 0 J • = H WLL W O J u. w 0 = a I- al Z = H O Z l LLI • W U O N OH W H u. O w z O - H O ~ z MFG. -- ROOM WINDOW SIZE FRAME • TYPE AIR GAS FILL LoE U -VAL AREA UA(OPI) 9asi5 1 I / X ox6 / SIX 6 / xw y , x/ , i f� L _#" , ii 9 , to 27 ___L, . •loo y � i 60 1(r° • 35, 2g �'? 1 '7�oiy 1 , Ll�1 , L 1g Jim • t Y t • �-) ,te: Use separate sheet for additional stazzn . •7 e . i .n s ay. 2/ �2 , 5a .5 . gi3, 90,y (Rai/ e9t tilt '2,k7 • • • . x6- , Q. x .3' L Ixq i 1 -N , Litt 1 /ply • . 1 -3'x2' L- • I - -- ,te: Use separate sheet for additional stazzn . •7 e . i .n s (A) DOORS WITH MORE THAN 50% GLASS c GLAZING% — TOTAL 1 ' • LIUNUITI0NEU ARE . (optional) AVG U -VALUE = TOTAL 2 UA TOTAL) TOTAL 1 +�I i U i L) AZING SCHEDULE Complete c olumns (A) through (I) and the Glazing % calculation. Use U- Values contained in WSEC Table 10-66 In column (H) for non - tested manufactured glazing. i Use U- Values contained in WSEC Table 10.6A in column (H) for site built or custom glazing. ( n (I n ll t(D /O • (n TOTAL 1 TOTAL 2. ilarguCTIGOVS FOR COMPLETING THE GLAZING SCHEDULE ALL OF YOUR GLAZING IS NFRC CERTIFIED AND LABELED: Complete columns (B), (C), (H), (1) and the GLAZING % calculation. ANY OF YOUR GLAZING IS NOT NFRC CERTIFIED AND MANUFACTURED BY A SMALL BUSINESS OR IF YOUR GLAZING IS SITE JILT: • If any U- values exceed your compliance path in Table 6 -1 or 6 -2, you will also be required to complete column (J) and the AVG.0 -VALUE calculation. The average U -value cannot exceed those in Table 6 -1 or 6 -2. Revised 5 -14 -98 10 ' IR`Q .Y M . e . CHICK 1 One * : oP7r10N; .: • OP a •N':':gRTI: . : : ' OPTtO ... `' ' li: i U , : , '.OP 1ON • '. •;: QPTiOlti ,rV . ' `Vii 2 ;Viii ,• 0 0 0 0 0 0 0 Hv, C::Effl iO40y : :. Med Med High Med Low Med Med Med ' :G tazi ngimax : : ::.: ; i %4,010,61-:' ; • ` .: 10% 12% 21% 21% 21% 25% 30% unlimited : ° V it.11J= 1'acto:r 0.70 0,65 0,75 0,6s 0,80 0.45 0,40 .25 Sverh • a. ii Glazing :kJ•',.. .." ::.- .. : j i:iii: i : 0.68 0.68 0,68 0,68 0,68 0.68 0.68 0.40 Door::U Factory :,' 0,40 0,40 0,40 0.40 0,40 0.40 0,40 0.40 • . (or:R'faotar)::: • (R -2.5) (R -2.5) (R -2,5) (R -2.5) (R -2.5) (R -2.5) (R -2,5) (R -2.5) ' C`eiliiiig 'i ; .:: ;;; :`, iawiatttes:.i °; : •,, R -30 R -30 R -30 R -30 R -30 R -38 . R -33 R -30 ;:va1ulie R -30 R -30 R -30 R -30 R -30 R -30 R -30 R -30 atiayeigr:,ade _ • : b;r!OVI g;eae :::: R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 ;' ".` interior or `` is :: ' R -15 R -15 R -19 R -19 R -19 R -19 R -19 R -19 :' :'f : : ::; :eterior:° ii. iii �,:S'::... R -10 R -10 R -10 R -10 4.10 R-10 R -10 R -10 Flo:ot` ' ' .:: - R -19 R -19 R -19 R -19 R -19 R -25 R -25 R -25 :slab on grade:` :'• i`: R -10 R•10 R -10 R -10 R -10 R -10 R -10 R-10 g•el Instructions: 1) Carefully review the requirements for each of the options below, Choose an option that best suits your dwelling design. Glazing percentage typically determines which option to choose. Your building must match the selected option requirements without exceptions or substitutions. 2) Check I the 0 above the requirements of your option. Disregard components or equipment that do not apply to your project. Your permit will be processed more efficiently if you provide all of the requested Information. Department staff can help you with general questions about this farm. Can't Comply? If none c t the Prescriptive (Chapter 6) options are acceptable, consider the Component Performance (Chapter 5) Approach. Note that the Component Performance requirements are no less stnngent than the Prescriptive requirements, Ca;: ulations may be performed with a 2000 WSEC Chapter 5 Residential Qualification i orm, or by asingan ac- eptable computer program such as WA T TSUIN, Footnotes: 1. Nominal R- values are for wood frame assemblies only, or assemblies built in accordance with Sec. 601.1 2. The following options are applicable to buildings 2 stories or less: 0.50 MAX for glazing areas of 25% or less; 0.45 MAX for glazing areas of 30% or less. 3. Min, HVAC equipment requirements: 'Low' AFUE Z 0.74. 'Med' AFUE 0.78. 'Nigh' AFUE Z .088. Heat Pumps: 'low' HSPF ? 6,35; 'Med' HSPF z 6.8; 'High' HSPF ? 7.7. Water & ground source heat pumps are 'med' and shall meet a minimum COP per WSEC Table 5-7. 4. (Vertical + Overhead Glazing) +, conditioned floor area = maximum glazing percentage. Overhead glazing with a U- factor of .40 or less Is exempt from glazing percentage calculations. 5. Glazing, skylight, and door U- factors may be weighted to meet the U- factor requirements. ' ;. #:� <iSi' ' "•? �ki�io -Si�si i:r 6ii`:iii.4•' ?T,.' : y - ;J�j,,.,,i ::.�,,::::;•y �'i:•!l; :iY�.,y' _. ..... i .,f.;�.:: f11 :!cap. R;• ..a .. Si 'fi` 'f`1v i'f` •i tiveNd ' 1107 °sbftiriai BBLB -CCt Yi W.N.Y.it -n pn• unro.r.ty imply Prevent • �'..t�: • . �4: ��nlyv�!::>• :if':ir'e::i.i�'!� 'i i' 'i' ii :: ty 2Tt; i�,. •A.. A! , i4',1. .car. •.S. :�. tai. •, C0 1 3.:CO,Np ON 101 Outs dtpuns QEO:TT to Pn on "'•'a'! ;ts`S:;ty4b'.'Y'tv'litt{itS�„ : iY u: -' f.+... i 'lio:1 41:.'k: 't..• `'�Mfl It l4;iy .'Sd♦V.T.. ': III. a MN z W re O 0 WI J I- W 0 ' • Q. = • a 1- Ili Z = H- 1- 0 W ~ U� O Y CI I- li w . H - u. - 0 W z U = 0 z { • FROM : Sincerely , March 27, 2002 City of Tukwila Building Dept. 6300 Southcenter Blvd. Tukwila, WA ' Emerson R. Denney, P.E. Lic. No. 9788 FAX NO. : Subject: Residence at 14635 46 Ave. South Tukwila, WA Permit # D01 -351 To the Person Concerned Regarding the above referenced residence, please note that the removal of the post at the outer beam at the front of the garage is herewith approved. This beam carries only about 2 ft of tributary roof load. The floor system is carried on the inner beam, Please call if there are questions regarding the foregoing. -of - (27 -o DENNEY ENGINEERING, 30009 1 to I st Ave, .S E Auburn. WnchInylon 90092 Phone & ram 125) 939.1373 Sep. 06 200 : 23PM P6 RECE V 'D MAR "002 DE PA I MTN t M E NT BUILDING DIVISION REVEIW Date: Nov. 28, 2001 Project Name: Singh residence building permit application Application #: D01 - 351 Plan Review: Ken Nelsen, Plans Examiner s Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format with applicable revised plans, specification, and /or other documentation. 1. Provide a keyed foundation plan including the key matched detail sections showing the foundation dimensions, steel reinforcement, anchor bolts, etc. 2. Provide additional site plan information with details for the footing drain disbursement. Utilize the following applicable Plumbing Code subsoil drain requirements. U. P.C. APPENDIX M: SUBSOIL DRAINS M 1.5 (Washington State Amendments) ❑ Subsoil drains shall be provided around the perimeter of buildings having basements, cellars, or crawl spaces or floors below grade. Such subsoil drains may be positioned inside or outside of the footing, shall be of perforated, or open jointed approved drain tile or pipe not less than three (3) inches in diameter, and shall be laid in gravel, slag, crushed rock, approved three quarter (3/4) inch crushed rock, approved three quarter (3/4) inch crushed recycled glass aggregate, or other approved porous material, With a minimum of four (4) inches surrounding the pipe on all sides. Filter media shall be provided for exterior subsoil piping. ❑ Subsoil drains shall be piped to a storm drain, to an approved water course, to the front street curb or gutter, or to an alley; or the discharge from the subsoil drains shall be conveyed to the alley by a concrete gutter. Where a continuously flowing spring or groundwater is encountered, subsoil drains shall be piped to a storm drain or an approved water course. ❑ Where it is not possible to convey the drainage by gravity, subsoil drains shall discharge to an accessible sump pit provided with an approved automatic electric pump. A sump pit shall be at least fifteen (15) inches in diameter, eighteen (18) inches in depth, and provided with a fitted cover. The sump pump shall have an adequate capacity to discharge all water coming into the sump as it accumulates to the required discharge point, and the capacity of the pump shall not be less than fifteen (15) gpm. The discharge piping from the sump pump shall be a minimum of one and one -half (1 -1/2) inches in diameter and have a union to make the pump accessible for servicing. ❑ Subsoil drains subject to backflow when discharging into a storm drain shall be provided with a backwater valve in the drain line so located as to be accessible for inspection and maintenance. No further comments at this time. z W re 6 UO U) o . CO ILI i V) u_ w 0 2 u_ _ d w z � � z i- w n o O • N O 1- w u. O 11 l Z O z ACTIVITY NUMBER: D01 -351 DATE: 10 -26 -01 PROJECT NAME: Singh Residence SITE ADDRESS: 14635 46 Av S SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP h -r a Fire Prevention AWG i 1-74 Structural Incomplete n Comments: TUES /THURS ROU ING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved Approved \PRROUTE.DOC 5/99 Yw Approved with Conditions n REVIEWER'S INITIALS: CORRECTION DETERMINATION: REVIEWER'S INITIALS: Planning ivision &f g I p •2h,al Permit Coordinator JJ DUE DATE: 10-30-01 Not Applicable DATE: DUE DATE 11 -27 -01 Approved with Conditions Not Approved (attach comments) Not Approved (attach comments) DATE: DUE DATE I DATE: ACTIVITY NUMBER: D01 - 351 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 14635 46 AVENUE SOUTH Original Plan Submittal X Response to Correction Letter # 1 DATE: 12 -07 -01 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Build ng ivision IZ - /j -b Public Works Structural I t 1a -i6-0i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Incomplete Comments: TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator X DUE DATE: 1 2-1 1-01 Not Applicable In No further Review Required DUE DATE 01 -08 -02 Not Approved (attach comments) DATE: REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) n DATE: DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ APPROVALS OR CORRECTIONS: Documents/routing slIp.doc 2.28 -02 Fire Prevention Structural Incomplete PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -351 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 14635 46 AV S Original Plan Submittal DATE: 6 -18 -02 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 6-20-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 7 -18-02 Approved [ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: t i butc7`ri /p c) i7 IJ ri'+/ (ma. 00.44 . t 7 ,45 6L.1111 cialy REVIEWER'S INITIALS: L-:t DATE: '// 9/02_ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z W . re 6 U t W= J � wO LLQ d == Z I— O : Z H. j U O � OF- w H u. 0 . LU O Z. O F. Z ACTIVITY NUMBER: D01 -351 DATE: 10 -26 -01 PROJECT NAME: Singh Residence SITE ADDRESS: 14635 46 Av S SUITE # )( Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: /d 6n APPROVALS OR CORRECTIONS: (4 weeks) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fl n Fire Prevention Structural Planning Division Permit Coordinator DUE DATE: 10-30-01 Complete 0 Incomplete n Not Applicable Comments: °ni I v" o r� r o o,A-er-I ,.c - �c- �o�c}�L. �'iicr-a -c , TUES /THURS ROUTING: Please Route n Structural Review Required ri No further Review Required DATE: ) ,) 1,1-1471 DUE DATE 11 -27 -01 n Approved with Conditions Not Approved (attach comments) I J REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z • w QQ U O co J • = F- O lL w 0 g J w ¢ co • w 1- _ z � ZI U � O ( o w • u w z U N O z DEPARTMENTS: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -351 DATE: 10 -26 -01 PROJECT NAME: Singh Residence SITE ADDRESS: 14635 46 Av S SUITE # J\ Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Please Route `t Structural Review Required REVIEWER'S INITIALS: sc,.ye„ / 14 C1 • APPROVALS OR CORRECTIONS: (4 weeks) Approved Ti Approved with Conditions REVIEWER'S INITIALS: Planning Division n Permit Coordinator DUE DATE: 10-30-01 Incomplete n Not Applicable Comments: No further Review Required n DATE: i %3 Df °! U ) C.o el. 9 Vo tiu.t, ?1 DUE DATE 11 -27 -01 Not Approved (attach comments)l DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n DATE: REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 ACTIVITY NUMBER: D01 -351 f f+2by DATE: 10 -26 -01 PROJECT NAME: Singh Residence SITE ADDRESS: 14635 46 Av S SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (4 weeks) Approved n Approved with Conditions REVIEWER'S INITIALS: KaL i Approved with Conditions Revision # After Permit Is Issued X REVIEWER'S INITIALS: Planning Division Fl n Permit Coordinator DUE DATE: 10-30-01 Not Applicable No further Review Required DUE DATE 11 -27 -01 n n DATE: Not Approved (attach comments) n DATE: 012- DUE DATE Not Approved (attach comments) n DATE: 3 4 MA P. z w 6 U O 0 N o J 1.- W w w 0 uQ co I I -w z = z0 w uj O 0 O D. O )-- w ua I- u_ O. W Z U= O I "' Z ACTIVITY NUMBER: D01 -35 MQI • 014 DATE: 10 -26 -01 PROJECT NAME: Singh Residence SITE ADDRESS: 14635 46 Av S SUITE # Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP [x] Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (4 weeks) n Planning Division Permit Coordinator DUE DATE: 10-30-01 Not Applicable n No further Review Required n DATE: DUE DATE 11 -27 -01 Approved n Approved ith Conditions Not Approved (att h co ments d* REVIEWER'S INITIALS: '�. DATE: \ CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -351 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 14635 46 AVENUE SOUTH Original Plan Submittal X Response to Correction Letter # DATE: 12 -07 -01 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division n Public Works Complete TUES /THURS ROUTING: Please Route \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: Approved APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Structural Review Required C.►-✓ Planning Division Permit Coordinator DUE DATE: 12-1 1-01 Not Applicable No further Review Required DATE: 12 DUE DATE 01 -08 -02 Approved Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: d SIQaA_LCQJ DATE: 2.11 0 ( Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 11 DUE DATE z re m . 0 00 0 J em w J . LL < N � w Z Z U O— O F- =U ti O .Z H - -_ O z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -351 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 14635 46 AVENUE SOUTH Original Plan Submittal X Response to Correction Letter # DATE: 12 -07 -01 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: 30IC Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: Approved wit Fire Prevention Structural itions CORRECTION DETERMINATION: Approved n Approved with Conditions TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 12-1 1-01 Not Applicable No further Review Required DUE DATE 01 -08-02 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Comments: DATE: Not Approved (attach comments) DATE: 12- it-2601 DUE DATE ;t1.fiJtai.vai a , :7- ,,tYMw.e..i iv T. 7)4d,aI 2stfruaic`. :i- ".4r.+L >j'iki # +.,rs.xb!,? +{t 4,. /„„Zk '$Ki't`$ PERMIT NO7D0 l ` 3� BUILDENG PERRti1TTS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Fame Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Resteel t1 00095 Footing Drains (g 00100 Foundation Footings f 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation x 00350 Crawl Space ® 00400 Shear Wail Nailing ❑ 00450 Plywood .Nall Sheathing rg 00500 Root Sheathing Nailing ❑ 0052 Plywood Deck Nailing ❑ 00550 Exterior :Nall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney :nstallationiAil Types X 00700 Framing x 00750 Roof/Ceiling Insulation x 00800 Floor Insulation ® 00801 Wall Insulation i 00803 Exterior Roof Insulation 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling Et 01000 Interior Wallboard Fastening ❑ 01001 Exterior .Wallboard Fastening ❑ 01110 Pre -Move Inspection ❑ 0111' Motor Inspec :ion ❑ 01120 Pre -Demo O 01140 Pre - reroof ❑ 01400 Final-Fire 01700 Final- Building i 01900 Final- Reroof ❑ 03100 Site Visit ❑ 04000 Special - Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- MomiResist Cone Frame O 04003 Special -Reins Steel Prestress ❑ 04004 Soeciai - Welding ❑ 0400c Special - 'nigh- Strength Bolting ❑ 04006 Soeciai - Structural Masonry ❑ 04007 Special - Reint Gypsum Concrete ❑ 04008 Soeciai - insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- ?:ling, Piers, Caissons ❑ 0401: Speciai- Shotcrete ❑ 0401" Soeciai - grading, ExcawFill ❑ 04013 Special- Retaining Wall 0 04014 Speciai- Panels ❑ 0401" Special -Smoke Control System TENANT NAME: 1G1-4 "Res( DEMG CONDITIONS 1 $ 0001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required. notify Bldg Div ❑ 0011 Special inspec :or shall submit final signed report ❑ 0012 \ie.v ceiling grid 3c light fixture shall met: lateral bracing ❑ 0013 Partition walls attached to ceiling grid 0014 Readily accessible access to roof mounted equipment rfi iii 0015 Engineered truss drawings 3c ,:ales shall be on site g. 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation it 0013 Statement from rooting contractor verifying fire retardant class of roof g 0019 A11 construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to these modifications..." • 0002 'Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ( i 0021 All food preparation establishments must have King Co [j 0033 Fire retardant treated wood shall have flame spread of f$ 0023 Notify Building Division prior to placing any concrete 7 0024 All spray applied fireproofing shall be special inspected 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 0023 Rack storage requires separate permit ❑ 0003 Electrical permits obtained ::,rough L 3c 1 • 0030 No occupancy of building until tinai insp by Bldg Div ❑ 0032 Remove all weeds, concrete. stone foundations. slat concrete ❑ 0036 Manufacturers installation instructions required an site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for Ovate: lse:ver connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all TI wiin the limits of the SC Mall 0001 All mechanical work shall be under separate perrnit ox 0010 All construction noise to be in compliance with 3.2 TMC ❑ 0041 Ventilation is required for all new rooms & spaces gi 0005 All permits. insp records & approved plans available f i 0006 All structural concrete shall be special inspected 0 "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All ne..v construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspec :or [J 0008 All high- strength bolting shall be special inspected o 0009 Bolts installed in concrete shail be special inspected ❑ 0031 Comply w.vith requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Heath Dept. ❑ "Obtain required inspections from appropriate '.eater tic se..ver districts" ❑ "Fuel burning appliances [i "Appliances, , .vhich generate...." ❑ "Water heater shall be anchored...." • "Reroot" Plan Revie'.ve.: . Permit Tech: Date: 12-41-WO G Date: Z-11-61 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: % eG 02 Plan Check/Permit Number: ° ( 3,S7 Response to Incomplete Letter # p"� - N 2 o f ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued $f/t - Cpl Project Name: Project Address: Contact Person: Summary of Revision: S cn.') Se St„ S -1 j 6/ (\ mcc ✓too -t,t& \?A‘ Sec, Qc S --7 A) 2 9 n� - 2J FAC 40\c, c� �5 C `-e- e. Se j S -1 iJ l , / .322.•, I`S 23 s it Fory r- 1� 3 S a r %6,lavi_ A 9 21 .3 Phone Number: 24,- 9 9 v U Entered in Sierra on e a4 c o eeL fir eaGt RECEIVED ern/ OF TUKWIIA Sheet Number(s): 0 3 "Cloud" or highlight all areas of revision including date of revision �"' �' 2001 Received at the City of Tukwila Permit Center by: PERMIT CENTER 08/30/00 6 � UO N 0 . 119 W I w 0 gQ = a . _ . z o z LU g o O N . w w . u. f= u i z U U 5 H z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6%-1 8 -Zct) L Plan Check/Permit Number: D--c)/ - ��/ [] Response to Incomplete Letter # [] Response to Correction Letter # (� Revision # after Permit is Issued Project Name: Project Address: Contact Person: El S,N qH &,ija Jae, c _. /ye3S Phone Number: zo Zct ti,-/go 0 Summary of Revision: Adhot 2 AP-.ti c.- a n '�t.,� .ed- a Nal- - c. /o hl -�'tX c� �r W iJe_ x j1 — J — ej 2 j `� 3S L mow. �, C-- a A� w MI A (N'- N ) JUN 1 8 2007 i i; t<v�Fi LA PUBLIC WORKS 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 0 6 // /G=-1 08/30/00 z 6 J U O 0 co 0 :. w = JF- N u_ w 0 2 J u_ co I d. • w z � H- 0 Z F- w o . U 0 N, 0 I- w uJ H0 O .. z. Ei co 0 ' z c 20000804001244 Parties: Other: Return Address: CITY OF TUKWILA City Clerk's Department 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433 -1800 City of Tukwila, Washington KING .001 `� CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET Document Title(s): I i2 � Ji Ji E H PPo>2T1 OK) f2 T T FA l R �Hl r •1-6, P,E6MEtrr LoT 1 OF Piem PEL SHORT p mm lAq 0003 HEMPEL SCOTT A Last Name First Name Initials Company Name (if business) NG3r 46 A 5, Address Tc City I/0f State Assessor's Property Tax Parcel /Account Number(s): 9a168 Zip Public Works: 2/25197 D Water System Proportionate Fair Share Agreement 1- W 2 0 0 0 w= . J � N LL. w 0 adds to the cumulative need for the accommodation for domestic and fire flow water service. ga. The result of continuing development will be the need to undertake water system improvements N a that will provide for adequate service. F = z►-: The proposed development property is obligated to participate in funding future system z O improvements, and the owner waives the right to protest water L.I.D. or U.L.I D. formation. The ILI w moo'. owner will pay a proportionate fair share to fund system improvements prior to connecting to a v newly constructed system if other than L.I.D. or U.L.I.D. funding sources are utilized. 0 � w ui ti. z 0 z The proposed development at: (address) / sz6 7/,, �,��e 5 • • (parcel no.) 67 C�A027- ioia7 - '9 - X63 This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the owner upon written request to the Public Works Director. Owner (signature) Date e.?"<% ,- 7/-r-7-,/e � / - o 0 Owner (print name) Phone za p - Avg - 5573 5 o7Tz. / /C,/ Gam_ Street Address City /State /Zip Code / y 3 7 - yl 7) V( - w,u ( . )v48 1 Water System Proportionate Fair Share Agreement Page 2 Owner: ' • '" • tz. • ' ' • . - "•1 2. , cc CITY OF TUKWILA C Director auxrm, For Parcel No. X 0-7 3 54,7 / ,(2,7 1 4 4- q6) ooc3 STATE OF WAWINGTON COUNTY OF -Nti/fik On this day personally appeared before me actt, 4. FiDnle)p, me known to be the individual(s) described in and who executed the with_n and foregoing instrument, and acknowledged that he/she/they signed the same as his/her/their free and voluntary act and deed, for the uses and purposes therein mentioned. Given der my hand and official seal this day of L LQ . „Lt A__, Notary Public to and for the State of Washington residing at: JL,k, Date-) , to NIS fA,( IP% AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON ) COUNTY OF KING ) 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, 1 hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. / , and will therefore not be performed by a registered contractor. I understand that I may be waiving pertain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. AFFCONT 1/13/00 Gcr ycJ @ " CITY OF Tµ°'CWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. l t4OTARy ' 7 0 cn. i Pueuc • u FWAS , states as follows: APPLICANT Signed and sworn to before me this l) day of Dece NOTARY PUBLIC in for the State of Washington, residing at Kin County. Name as commissioned: • Alice A. Deacy My commission expires: 6 - /e - 0V H -4 ,20 . 41a/a40e4,,Z444 , 4044u z � re 6 UO I CO W I Cl 111 J CO FT. i z � I- 0 z �- w 0 o. co 0— CI I- ujW H I- o . ..z w U = o � z 18.27.090 Exemptions. This chapter shal of apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13/00 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption, prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating 'ithin the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his sole compensation; 16. Contractors on highway projects who have been prequalified as required by chapter 13 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. Tin w ? t+x�exy .'t.�7m wash 1s , n s3a s�R i err ryl 1 -4' T S +stw•'ln7 � k y a , YS,V,122 , ?.? -i rt?F S12,ft File: mm Drawing# TITLE OWN: HUNG DRAWING NO. PROPOSED RESIDENCE FOR SCALE. 1/4 — 1 ' MR.GUDIP DATE: 15/08/01 DD01-1313 P6 LOT#3 ..., SWC P.NE 590-2808 , - 1;PP•05F, W.211 L 312.00 1 ... ., e ccca. Pis) 77'- [23.6 mi 313.00 314.10 • • r Tjk &c,•' •'E-S 9 - - - - - Fo T These plans have Works Department City standards. Accep omissions which do n adopted standirds or for the adequacy of designer. Additions, drawings after this and will require a for subsequent reviewed by the Public conformance with current en is subject to onors and authorize violations of The nispearlsTay design rests totally with the or revisions to theme void ibis acegmtence of lashed &wins Final acoptanee h to Eckd hapeetion by the Public Wads unli insp.:iron Date: _ 12-1 c INCOMPLETE 04OR2,,, DEC 0 3 2001 PERMIT CENTER •itf N . SI ' \\-__________------- ------ " \ PROPSOED RESIDENCE . i M MAIN FLOOR-=315.79 - _ I : , -- - - - - J caD _ .:.: -.. - — - -1- - 5 P.EL= 313.73 F81 v.,. /313.39 , 314. 'VJ 1 5 OWN: HUNG DRAWING NO. PROPOSED RESIDENCE FOR SCALE. 1/4 — 1 ' MR.GUDIP DATE: 15/08/01 DD01-1313 P6 LOT#3 ..., SWC P.NE 590-2808 , - 1;PP•05F, W.211 L 312.00 1 ... ., e ccca. Pis) 77'- [23.6 mi 313.00 314.10 • • r Tjk &c,•' •'E-S 9 - - - - - Fo T These plans have Works Department City standards. Accep omissions which do n adopted standirds or for the adequacy of designer. Additions, drawings after this and will require a for subsequent reviewed by the Public conformance with current en is subject to onors and authorize violations of The nispearlsTay design rests totally with the or revisions to theme void ibis acegmtence of lashed &wins Final acoptanee h to Eckd hapeetion by the Public Wads unli insp.:iron Date: _ 12-1 c INCOMPLETE 04OR2,,, DEC 0 3 2001 PERMIT CENTER , - 1;PP•05F, W.211 L 312.00 1 ... ., e ccca. Pis) 77'- [23.6 mi 313.00 314.10 • • r Tjk &c,•' •'E-S 9 - - - - - Fo T These plans have Works Department City standards. Accep omissions which do n adopted standirds or for the adequacy of designer. Additions, drawings after this and will require a for subsequent reviewed by the Public conformance with current en is subject to onors and authorize violations of The nispearlsTay design rests totally with the or revisions to theme void ibis acegmtence of lashed &wins Final acoptanee h to Eckd hapeetion by the Public Wads unli insp.:iron Date: _ 12-1 c INCOMPLETE 04OR2,,, DEC 0 3 2001 PERMIT CENTER City of Tukwila SHORT PLAT NO. L -99 -0003 600.06'(L) GRAPHIC SCALE VICINITY MAP N.T.S. 0 15 30 00 ( IN FEET ) 1 inch = 30 f t. SITE CONC. MON. WITH BRASS DISK (PER ROS 103 -24) W. LINE OF NE 1/4 or SEC, 22 -23 -4 S. 144TH ST. S. 146TH ST. S. 148TH ST. R/W -. .� - TREE COUNT: PORTION OF THE NW 1/4 OF NE 1/4, SECTION 22, T 23N, R 4E, W.M. R/W 03I4 PER ROS NW CORNER OF LOT 12 OF ADAM'S HOMES TRACTS 1 FIR 18" 2 FIR 16" 3 FIR 16" 4 APPLE 12" 5 FIR 16" (2) 6 MAPLE 16" 7 MAPLE 16" 8 MAPLE 26" 9 MAPLE 18" 10 MAPLE 16" 11 MAPLE 16" 12 MAPLE 16" 13 MAPLE 18" 14 DECIDUOUS 16" (2) 15 CEDAR 16" 16 MAPLE 8" (4) 17 DECIDUOUS 4" 18 MAPLE 6" (10) 19 APPLE 12" 20 APPLE 12" X N •N 7 FOUND REBAR AND CAP L51 23604 .03'E et .12'S OF PI:OPERTY CORNER 787.60 (M) (R)S87'55'40 "E (BASIS OF BEARINGS) 58759'07"f 587'57'23 S. 146TH STREET 1 L7 1387.66(C) 247.69' r f Q W `O FIRE ACCESS I I Q ) 20' WIDE EASEMENT m FOR INGRESS. EGRESS, AND UT1L5 S. ILIN£ OF THE N. 1/2—' 3 OF LOTS 11 & 12, BLOCK ` ADAMS HOME TRACTS 1° R/W R/W PROPOSED 20' WIDE DRIVEWAY ACCESS FOR LOT 2 500'20 4.5 £ 119.79' RECORDING NO. 13 S87'58'151" 12 i f 14 1 6 123.89' 123.84' t 10 PROP FT. 18 n 43 44— . t 55 1 123.84 4 HOUSE ORNER OF PROP. LINE r EXISTING HOUSE ® 14637 46TH AVE. S. 2180 SO. FT. N87'59'07 'W 25.00' NE CORNER 0 LOT 11 OF ADAM'S HOM TRACTS C'i\ L3 X 123.89' 24Z78' 1 123.87' PARKING L7 — ®, f l ▪ 1 , • DRIVEWAY' � 1d • �. 31.89 8.78 10 11 1114! ■ Arm 111 70' 15' r� I f� 15 �� 11 R/W k- S. 148T 48TH STREET CRONES & ASSOC. LAND SURVEYORS Am. 2:606 190th A . S.E. Ktnt Walhington 98042 (425) 432 -5930 6 -2 -2000 _. ❑ CO a MCB2 ❑CB1I — — 15' 15' (4' 1 1 <J < b N- DWN. BY BOH /MLS CHKD. BY PJE It LEGEND: MONUMENT (R) THE E. LINE OF THE NW 1/4, NE 1/4, OF I SEC. 22 -23 -4 10' WIDE AREA TO BE DEDICATED FOR R. O. W. PURPOSES TO THE CITY OF TUKWILA, UPON REC. OF THIS SHORT PLAT SET 2x2 WOOD LINE STAKE • SET 5/8" REBAR & CAP LS129537 i SET OR FOUND PK NAIL 0 FOUND REBAR (NO CAP) 1- RECORD OF SURVEY SEWER MANHOLE o- POWER POLE A FIRE HYDRANT WATER DIST. #125 x TRAVERSE POINT (C) CALCULATED DISTANCE (M) MEASURED DISTANCE Ri WATER METER ❑ STORM DRAIN CATCH BASIN I SEWER CLEANOUT SHORT PLAT FOR DATE OCTOBER, 1998 SCALE 1"=.30' SCOTT IIEMPEL JOB N0. HEMPS 1A.FLX SHEET 2 OF City of Tukwila SHORT PLAT NO. L -99 -0003 DECLARATION Know all men by these present That we, the undersigned, owner(s) in fee simple of the land herein described db hereby moke a Short subdivision thereat pursuant TO RCW 6817.060 and acknowledge twat said subdivision shot not tie further divided in any manner within a period of five years, from date of record. without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same Is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we set our hands and sea's. DEDICATION Know all people by these presents that, we' the undersigned owners of interest to the land hereby short' subdivided, hereby declare this short plat to be the graphic representation of the short subdivision mode hereby. and do hereby dedicate to the use of the public forever all streets and avenues not shown os private hereon and dedicate the use thereof for all public purposes not inconsistent with the use thereof for public :highway purposes, and also the right to make alt necessary slopes for cuts and fills upon th4 lots shown thereon in the original reasonable grading of said streets and avenues, and further dedicate to the use of the public all the easements and tracts shown on this short plot for all public purposes as indicated thereon, including but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plat as being dedicated or conveyed to a person or entity other than the public, in which case •:we do hereby dedicate such streets, easements, or tracts'; to the person or entity identified and for the purpose stated) This subdivision and dedication is mode with the• free consent and in cccordance with the desires of said owners ,( , / g)14) (�• �D: A tg —) 7T . f7� IiOG'r� eLua7 tires (Print Name) (Print :Rgme) C•alierial u^C 6 IJfji+4G te#6 T✓ L?f i7 �1/ _ TLS 7iG ..1' S • L Ato T AtoD t.1 s- rrE (A-fdress) l: f =/ Y/ /u (. /2h. (Address) Lti•iti,1J! >t t Ck- ;�- f.Z' 5373 (roo5: -4171/0 (Phone Number) Signoiure) (Signature) JPtionv ur�r�ber) f l STATE OF WASHINGTON County of King n� On this day personally appeared before me ': AIim 1 ri pd to me known to be the dlvldual who excuted the forstoing instrument and acknowledged thou e -.. signed the some astijOg voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand and offlcial�� this ; "1 day of Signature: T l . i""c.* commissioned - I Y bt .Lei 1gCa Title: 7 Hb My oppolntment expires: 'e5 ' '' S 7AT WA tOF SHINGTON n r} !1 On this day personally appeared before me .1 rr' to me known to be the Pzs1Q PzA e ind utG individual who excc the foregoing instrument and acknowledged that f1e /she signed the same os his /her voluntary act and deed for the uses and purposes mentioned therein. GIVEN der my hood and officio' seal this 5` day of I 011 1 f . `z Count /lj King ? J OO iHZRISTAWIJGS Signoiure "" Commission if 1184820 No!oryVentu Publicra Couu— Cdnlllayratia ofd commissioned• e v ✓ t 1 l , � , Com. pl Fc- p o y 2S • "2 Tile: .v..1 Short Plat Number Nome'. of My appointment expires: SAILV6�gi 1�v.lali t. avi.1u RECORDER'S CERTIFICATE: a filed for record U11s.4%....day of H.t.� 20.fiatji M in book t offi,4iJ.at page.ii.G.at :the request of James D. Crones S Mgr. Supt. o f R ecora s" DEPARTMENT OF PLANNING A) COrllUNITY DEVELOPMENT Exa this ( day of S?�.� °' 20_ Chairperson, Short Subdvision Committee PUBLIC WORKS DEPARTMENT Exo and approved itib _ day of � , 20AO ub c Works Director TOTAL LEGAL DESCRIPTION: THE NORTH HALF OF LOTS 11 AND 12, BLOCK 6, ADAMS HOME TRACTS, AS RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS or KING COUNTY. WASHINGTON, (40,021.5 SQUARE FEET) REVISED LEGAL DESCRIPTIONS: LOT 1: BEGINNING AT THE NORTHEAST CORNER OF LOT 11 BLOCK 6 OF THE PLAT OF ADAMS HOME TRAC7 AS REC IN VOL, 11 or PLATS, PC 31; THENCE N8759 07 W ALONG THE NORTH LINE OF SAiD LOT 11 A DISTANCE OF 133.85 F£,ET TO A POINT ON THE NORTH LINE OF LOT 12 OF SAID ADAMS HOME TRACTS• THENCE S01'09'58 "W 77.65 FEET,' THENCE 38758'15T TO THE WEST LINE OF SAID LOT 11 A DISTANCE OF 133.87 FEET: THENCE NO109'00 £ ALONG THE EAST LINE OF SAID LOT 11 A DISTANCE OF 7788 FEET TO THE POINT OF BEGINNING; LESS THE (AST 10 FEET THEREOF' DEDICATED TO THE CITY OF 7UKiMLA FOR RIGHT OF WAY PURPOSES LOT 2: COMMENCING AT THE NORTHEAST CORNER OF LOT ff BLOCK 6 OF THE PLAT OF ADAM'S HOMf TRACTS, AS REC. IN VOL. 11 OF PLATS PC. 31; THENCE SO1V9'00 W ALONG THE EAST LINO OF SAID LOT 11 A DISTANCE OF 77.68 fi-ET TO THE POINT OF BEGINNING` THENCE CONTINUING S01 V9 00 "W ALONG SAID EAST L2E A DISTANCE OF 77.68 FEET; THENCE N8757'23'W 13189 FEED THENCE N0109'58 "E 77.65 FEET, THENCE S87'58'15 E TO THE EAST LINE OF SAID LOT 11 A DISTANCE OF 1J.187 FEET TO THE POINT OF BEGINNING' LESS 715 EAST 10 FEET THEREOF DEDICATED TO 711E CiTY OF 7UKI41LA FOR RIGHT OF WAY PURPOSES. LOT .3: BEGINNING A7 THE NORTH EASI CORNER OF LOT 12 BLOCK 5 OF 71/5 THE PLAT OF ADAM'S HOME TRACTS, AS REC IN VOL. 11 OF PLATS, PC. 31; THENCE S01'1055 "W ALONG THE K£S7 LINE Or SAND LOT 12 A OISTA.NI'F OF 77.62 r'Err: THENCE S2 12387 FEET; THENCE NOI 0 '58 E 77.65 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 12; THENCE N8759'071W ALONG THE NORTH LINE OF OF SAID LOT 12 12384 FEET TO THE POINT OF BEGINNING. LOT 4: COMMENCING AT THE NOR THEAS7 CORNER OF LOT 11 BLOCK 6 OF THE PLAT OF ADAM'S HOME 1RACTS, AS REC. iN VOL. 11 OF PLATS PC. 31; THENCE S01'1055 "W ALONG THE 14557 LINE OF SAID LOT 12 77.62 FEET TO THE POINT OF BEGINNIN'G ;; THENCE CONTINUING 50170'55'W ALONG SAID WEST 1711E 77.62 FEET THENCE 5875723 E 12J89 FEE7,• THENCE NO1'09'587 77.65 FEET ;; THENCE N8755'15'# 123.87 FEET TO THE POINT OF BEGINNING. CITY TREASURER'S CERTIFICATE There are no delinquent special assessments, and all special assessments on any of the property that is dedicated as streets, alleys or for other public use are paid in full. Examined and approved by the City of Tukwila Finance Deportment this 2+} wh day of _ L1 '/ 2000. Finance Director COUNTY TREASURER'S CERTIFICATE I certify that all property taxes ore paid and that a deposit has been made in sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and thoi all special ossessments on any property heroin dedicated as streets, alleys, of for other public use are paid in full. Examined and approved by the King County Finance Department this day of Deputy King County Treasurer King County Treosurer LAND SURVEYOR'S CERTIFICATE This Short Plot correctly represents a survey made by me or under my direction In conformance with the requirements of the appropriate State and County Statute and Ordinance in March, 1.998 Certificate No. 29537 Examined and approved this 4 day of �i,L ___w 20_9-B.- SC CC __ [Jo 6 Le, Assesso ty Assessor Account Number 0 a J4 00 " a 7S'S 23804 790th t' BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY iS THE CENTERLINE OF S 146T11 STREET,, AS SHOWN (118755'40 "W) CROSS REFERENCE: REFERENCE IS MADE 70 THE FOLLOWING SURVEYS FOR SEC7i0N SUBDIVISION AND TIE INFORMATION: RECORD Or SURVEY 80011" 103 PAGE 24 RECORD OF SURVEY BOOK 89, PAGE 56 RECORD OF SURVEY BOOK 73, PAGE 63 RECORD OF SURVEY BOOK 24, PAGE 87 ADAMS HOME TRACTS VOL. 11, PC 31 RECORDS ,)P KING COUNTY, WASHINGTON NOTES: FIELD MEASUREMENTS FOR THIS SURVEY PERFORMED WITH A 2' TOPCON GTE 38 INSTRUMENT. BY 7RAVERSE METHODS AND MEET OR EXCEED ACCURACY STANDARDS OF 1:10,000. THE BOUNDARY CORNERS AND LINES DEPICTED ON 71115 MAP ARE PER RECORD TITLE INFORMATION AND REPRESENT DEED LiNES ONLY. THEY DO NOT PURPORT TO SHOW OWN£RSHJP UNES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LANG THE BENCHMARK USED FOR VERTICAL DATUM ON THIS MAP IS CITY OF 1UKWiLA B.M. NO. 16, LOCATED ON S 146774 ST 400' EAST OF HIGHWAY 99, PK NAIL. ELEVATION = 292.05' LOT 1 SQ FT. = 9,678.06' LOT 2 S0. FT. = 9,619.75' LOT 3 SQ. FT. - 9,614.21' LOT 4 =9.615.90' TOTAL SO n: = 34467.92' PRIVATE ACCESS, UTILITY AND STORM DRAINAGE MAINTENANCE AGREEMENT: LOTS 3 AND 4 OF 7HiS SHORT PLAT SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST iN THE PRIVATE ACCESS PRIVATE UTILITY, AND PRIVATE STORM DRAINAGE SHOWN HEREON AND SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE THEREOF. EASEMENT LINE /CURVE TABLE: LINE LT L2 L3 L4 L5 L6 L7 LB DIST. 100.32' 20.00' 101.01' 37.75' 20.00' 140.02' 20.00' 36.46' BEARING N8758'15'W N109 00 E N8758'15'W N1'09'587' N8758'15"W N1'09'.581 N8757'23 "W N109'58"E NUM 01 C2 DELTA 8908'13' 9051'47" RADIUS 23.20' 23.20' ARC 36.09' 36.79' & ASSOC. CRONES vi>rvi i,.3v LAND SURVEYORS Ans. S.E. Kant WoniIngton 96042 (425) 432 - 5930 PORTION OF CD O NW 1/4 OF NE 1/4, SECTION 22, T 23N, R 4E, W.M. DWN. BY BDH/MLS SANITARY SEWER INFORMATION: • SANITARY SEWER MANHOLE RiM ELEVATION: 116.74' I.E. IN FROM SOUTH, ELEV. 10304' LE, OUT 70 NORTH, ELEV:: 102.94' CATCH BASIN INFORMATION: 081 CATCH BASiN 7YPf 1 RIM ELEVATION: 119.72 12" STEEL LE. SOUTH, ELEV.: 116.46' 12" STEEL LE. EAST, ELEV.' 116.36' 082 CATCH BASIN TYPE,, 1 RIM ELEVATION: 119.37 12" STEEL LE. NORTH, ELEV.: 116.77' C83 CATCH BASIN TYPE 1 RIM ELEVATION; 107,96' 8' CONC. 111 FROM NORTH, ELEV.: 706.76' 16" CONC. LE. SOUTH. ELEV: 105.86' SHORT PLAT FOR SCOTT HFMPF'T SCALE 1"-= 50' DATE JOB NO. OCTOBER, 7998 HEMPS- 7A.FLX SF1EET DRAWING NO. REFERENCE NO. REVISION BY E EL• X12.99 y' 8 DATE 12 ■.■■ MENU L =31 L. =31 ©u flu 0 ® nu 00 0 � J� hillon '/qraftink WOOD SIDING C C REAR ELEVATION SCALE:1 /4 " -1' I I FRONT ELEVATION SCALE:1 /4 " -1' TITLE PROPOSED RESIDENCE FOR GURDIP SINGH LOT#3 ^T ► ► DWN: HUNG SCA'.E: DATE: CHAD: 1/4 " -1' I I I I I I DoisI P E =313.52 E EL•. =313.52 DRAWING NO. P EL =313.79 E ELL-313.79 F1LE •; , I understand that the ?Ian Check approvals art subject to errors and omissions and approval of plans does not authorize the violation of any adopted cede or ordinance. Receipt Or con- tractor's copy of approved plans acknowlecg By 10 )1) Date P t Nc OI" 351 _ _ SEPARATE PERMIT REQUIRED FOR: ileMEC HANICAL A.ELECTRICAL lePLU'i BIN3G tit GAS PIPING CITY OF TUKWILA BUILDING DIVISION REV S IO NS SALL BE tRADE H TO r n 1 z".X WITHOUT PR; BditD 5 'Jj t 6 C(W . PLAN DENLAI i- -- Y �- SIDE 15/08/01 D DO 1 -1313 P 1 swc O RECEIVED CITY OF TUKWILA PERMITCENTER 16 �_._ ---- = WOOD SIDING 42 INN. GL ERAILS ® E 1 I I /I J DRAWING NO. REFERENCE NO. REVISION BY E EL• X12.99 y' 8 DATE 12 ■.■■ MENU L =31 L. =31 ©u flu 0 ® nu 00 0 � J� hillon '/qraftink WOOD SIDING C C REAR ELEVATION SCALE:1 /4 " -1' I I FRONT ELEVATION SCALE:1 /4 " -1' TITLE PROPOSED RESIDENCE FOR GURDIP SINGH LOT#3 ^T ► ► DWN: HUNG SCA'.E: DATE: CHAD: 1/4 " -1' I I I I I I DoisI P E =313.52 E EL•. =313.52 DRAWING NO. P EL =313.79 E ELL-313.79 F1LE •; , I understand that the ?Ian Check approvals art subject to errors and omissions and approval of plans does not authorize the violation of any adopted cede or ordinance. Receipt Or con- tractor's copy of approved plans acknowlecg By 10 )1) Date P t Nc OI" 351 _ _ SEPARATE PERMIT REQUIRED FOR: ileMEC HANICAL A.ELECTRICAL lePLU'i BIN3G tit GAS PIPING CITY OF TUKWILA BUILDING DIVISION REV S IO NS SALL BE tRADE H TO r n 1 z".X WITHOUT PR; BditD 5 'Jj t 6 C(W . PLAN DENLAI i- -- Y �- SIDE 15/08/01 D DO 1 -1313 P 1 swc O RECEIVED CITY OF TUKWILA PERMITCENTER P : 313.79 E EL• =313.79 42 MIN. GUARDRAILS P EL, =312.47 E EL :..312.47 0 LJ WOOD SIDING LEFT ELEVATION SCALE:1 /4 " -1 DRAWING NO. REFERENCE NO. REVISION BY DATE TITLE on r� J riifti1 0 "e" P EL:.=313.52 E EL: =313.52 PROPOSED RESIDENCE FOR GURDIP SINGH I nT4 - 4 42 MIN. GUARDRAILS OWN: SCALE: DATE: CHIM QWf 116 35( RECEIED CITY V OF TUKWILA PERMITCENTER HUNG 1 / " -1' DRAWING NO. 15/08/01 DDO1 -1313 P2 Structural specs. continued 3. Plumbing & Electrical All materials, equipment and methods of installation shall be in accordance with the conditions as provided for in the Uniform Building Code, and applicable state or local codes. When the owner's property is not located on a municipal sewer system, the owner or contractor shall be responsible for the submission of plans to the Building Dept. for approval of a septic tank and drain field in accordance with current local requirements. 4. Heating a) All hot air ducts to be overhead in attic, unless specified otherwise. b) Cold air return registers to be located and installed for maximum efficiency by qualified heating contractor. 5. Roofing a) Roofing materials to comply with the applicable section of the Uniform Building Code. 6. Windows a) All sash must be approved by local authorities - vinyl and slide openings unless otherwise indicated. 7. Site plan a) Customer or builder to provide property elevations at points marked before applying for mortgage or building permit. b) Customer to provide north arrow on blank compass rose provided at site plan. 8. Miscellaneous a) Base moulding at all floor and wall junctions where required b) Provide drop ceiling over 5' tub and shower, grab bar, shower curtain rod, towel bar, and tissue holder (provide backing) c) Floor finishes bathroom vanities, bath splash, and kitchen cabinets to specifications of owner or builder. d) Approved locking medicine cabinet to be installable in at least one bathroom. REFERENCE Foundation Notes: 1. Install %" diameter Simpson SSTB16 anchor bolt where shown for Simpson HD2A hold -down above. (install per manufacturer's specifications) 2. Connect A.B. to hold -down above with Simpson CN5 /8W coupler nut & %" dia. all- thread (verify length on -site) General Notes Where "SW" is noted on plans: Install z" CDX plywood or 7 41e " OSB sheathing (verify with contractor) both sides of shearwal! 1 (SW). Use 8d common nails CAD 3 o.c. edge & 6" o.c. field typical all studs plates & headers. Verify hold -down types & locations with foundation plan. Where "IBP" is noted on plans: Install W' (min.) gypsum wallboard panel 4' -0" long both sides of wall. Nail with 5d cooler nails or use 1 %" wallboard screws ®7 o.c. (per UBC table 25 -I) all studs and plates, stud spacing 24" o.c. max. verify installation of double joist or blocking below (interior braced wall panel per 1997 UBC, section 2320.11.3) Minimum insulation required to comply with the Washington State energy code is as follows: Floor (slab) ='. Wall: R -15 Ceiling: R -30 Doors: Wood Windows: Vinyl (summit or better) Furnace type: Gas Minimum furnace afue: 80% Refer to Wattsun 5.6 energy calculation by design consultants, Inc. for verification of these values. NO. REVISION BY DATE : REF EA `'SMOKE ALARM KITCHEN 14 -0' 8'- • DINING LIVING ARCH TOP WIN. 14' -8' hillon )rafting NOOK , SMOKE 10'-8' ALARM ENTRANCE xxe'8' I 3'x6'8' 10'-0' 1'- DECK FAMILY 10 DEN 63' -8' 18' -0 MAIN FLOOR SCALE:1 /4 " -1' g ._ 4 . A H 8.3y -3,Z x6 V 2 -111' : 63 -8' MAIN FLOOR AREA = 2274 SQ.FT GARAGE AREA = 580 SQ.FT TOTAL MAIN FL. AREA = 1694 SQ.FT TITLE PROPOSED RESIDENCE FOR CURDIP SINGH LOT #3 14F,3 S 4FTH A \/F COI ITI-1 2 .9.9 5 .5.5 6' -4" 2' -0" (HW)CLOSET xNS 2' -6' I. 12' -0' 2' -6 11 17. - 7, II 1 1 GARAGE 1 6' - 6' OFFICE 2 x10'816'0.C. WALL GIDER 3- 2'X10' 3- 2"X10" 14' -2' --I I- �b I 559 HUNG SCALE: 1 /4 " - 1 DATE: 15/08/01 CHKD: SWC PHt)NE: ,CD ill 3- 2'X10" 6' -6" 6' -10" DRAWING NO. DD01 -1313 P3 35(s CITY OF c PERMIT CENTER 1 \ r\ J 06 / i" \ \ / -. / 4'x4 s.r, . / 0 0,4 \ \ \ \ \ \\ N. } l'" I 1 / / \ \W / M.BEDROOM _ ®/ I E / 11' -7' i.I / rT� Q // c? ger ,..• x6 5 - \ / // n \ \ \ \ ( I CLOSET r i - y / 4 /� -6" m / . // / r / I NOTE: � % / ft* / !Sn - N r / \\ \ / / / / ,..., 22 X28' AMC ACCESS o, TO ALL ROOF SPACES .0,10 \ I. „Tr CLOSET 1 / BEDROOM 1' N co m I -- -- — ` —� BEDROOM X // / / 1O r 1 s' OPEN / / / BELOW / 0,9;9,S lei I \ \ // / / // / AN / \ / Yaffi fix\ / r f 5/0 TUB/ . SHOWER I Y j• / / Wx5' W/ARCH 5/0 TUB/ SHOWER 3 b N - -- �I ` _ / / SMOKE /ALARM B \ � 0 ® ell 1/ 1 / 1 ' / / \\ // 5 z' -s' j BEDRO�M \ .;";, /.• / / \ \ / // , // \\ 1 1 �/ // x / // \\ / 6'x5' W/ARCH \ \ \ DRAWING NO. REFERENCE 13'-6' 13'-6' NO. 4 . -5 . 1 o' -7r 4' -6" REVISION 6' -3' 26' -6' s7' -2' 10' -2!' TOP FLOOR SCALE:1 /4 " -1' 62' -0' 1 / V TOP FLOOR AREA = 1520 SQ.FT OPEN AREA = 89 SQ.FT NET TOP FL. AREA = 1431 SQ.FT BY 11' - 3' DATE 13' -6" I' -10' hillon raftin F.A.R.: TOTAL LOT AREA =9597 ALLOWABLE F.A.R.= 3634 ACTUAL F.A.R. =3125 SITE COVERAGE: TOTAL LOT AREA =9597 ALLOWABLE SITE COVERAGE XX %= ACTUAL SITE COVERAGE =2398 TITLE PROPOSED RESIDENCE FOR GURDIP SINGH LOT #3 General Specifications 1. The Contractor or the Owner shall verify all dimensions, materials and conditions shown on the structural drawings or noted in the structural specifications. Any variances within the structural drawings and specifications, or from conditions encountered at the job site, shall be resolved by the Contractor and Owner and such solution shall be their sole responsibility. 2. The Contractor and the Owner shall ensure that the construction complies with all federal, state, and local statutes and regulations. 3. The Contractor or Owner shall install all materials, equipment and components etc. in accordance with the manufacturer's instructions and accepted methods of good building pactice. 4. The designer shall not be responsible for site conditions such as soil bearing capacity, depths of frost lines or water tables, or buried structures, etc. The purchaser of these plans shall be responsible of these plans & shall be responsible for the correct siting on the house of the property and for confirming with all requirements for siting. We do not guarantee that a house plan will fit a particular property unless we receive in advance of the plans purchased, a legal survey plan of the property and a copy of the applicable zoning by -laws stating the required setbacks from all property lines, and unless we undertake in writing that the house will conform to the siting regulations of the by -laws for the particular parcel of land. 5. Construction loads on the structure caused by interim storage of materials or use of equipment shall not exceed the design loadings. 6. The designer shall not be responsible for any departure from the drawings and specifications authorized by any official during the course of construction. Dimensions shall in all cases take precedence to scale. Structural Specifications 1. Concrete a) General: all concrete to be minimum 2000 p.s.i. Strength at 28 days unless otherwise specified. b) Walls: grades shown on side elevations are arbitrary. Owner or builder to adjust height of concrete walls to suit grade and adjust thickness of walls to conform to the height if required. Retaining walls other than the foundation walls of the residence are beyond the scope of these drawings. c) Footings: concrete footings must be placed on undisturbed or compacted : it at an elevation below the frost line. It shall be the responsibility of the owner or builder to have the footings redesigned to suit existing conditions. d) Retaining i_g wal,a. ls: backfill shall not be placed against basement retaining walls until: i) Concrete or masonry grout has reached its specified 28 -day strength ii) And, the structural floor framing (incl. Plywood subfloor) required to stabilize the walls is complete and fully nailed and anchored. e) Reinforcement shall be placed according to good building practice and adequately supported by concrete, metal, or other approved chairs, spacers or ties and secured against movement during pouring concrete. Tack welding is not permitted. 2. Framing a) This plan is designed for a 40 p.s.i. Snow load and a 10 p.s.f. Dead load. It shall be the responsibility of the owner or builder to determine the snow load in the area in which the residence is being built and make adjustments in the size of the structural members to compensate for additional loading, top the satisfaction of local building authorities. b) The design of members used for structural purposes has been based on No. 2 or better Douglas Fir as shown in the "Span Tables for Wood Joist Rafters and Beams" in the most recent edition of the Uniform Building Code. The use of different species of wood must conform to the same tables. c) All lintels to be 2 -2 "x10" unless noted otherwise. All load bearing beams and lintels shall have 3 1 1" minimum bearing. d) All concrete to wood contacts shall be damproofed with 6ml polyethylene or 45 lb. Tar saturated felt or pressure treated wood. CIS TD:,yU e) Flash over all exterior openings. GM f) Caulk under exterior doors and both sides of chimney. rr s1 g) Floor ;gists shall be doubled under all partitions which are parallel tttEC 1 1 ? the joists. ■T IDWN: !DAM ATE: CHKD: I-IUNG 1 /4"-1' 15/0801 SWC 1761 -351 DRAWING NO. DD01 -1313 P4 RECEIVED CITY of TUKWILA PERMIT CENTER DRAWING NO. REFERENCE NO. REVISION 1W BY MAIN FLOOR SCALE:1 /4 " -1 DATE hill ®n v'�rfti n a �iN• aosoE I S" 4 5n% mAy '-i.1850(I-I>12Att4 PEte PeTActk6D RETITLE PROPOSED RESIDENCE FOR GURDIP SINGH I (1T4 Note: Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air inlets. Habitable space is defined as space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq. in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 120 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. Note: — Owner /builder to supply any missing dimensions required on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. — All dimensions shown on site plan to be governed and approved by all authorities having jurisdiction before satarting construction. — Grade to slope a minimum of 1% away from building for surface water run —off, builder to be responsible for any required swales. —Any retaining walls required to be built according to good practise and are entirely the responsibility of others. —All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. iG— I- *4 Gout" 6 _1aP 4,s0t 4 OLI MAx 7)0 35 1 I PICA1. foulPe-Tcotl 1 3vE� �utlr�� DWN: SCALE: DATE: CHKD: HUNG 1 /4 " -1' 15/08/01 cwt DRAWING NO. DD01 -1313 P5 RECEIVED CITY OF TUKWILA PERMIT CENTER 3- 2'X10" I. r 40' -8" POST - ON 10"X 0" CONC. PEIR ON 3'X3'X10" CONC F0011NC N „ 1 M 1 0� 3' -4" 3' -0" _I L / L_ J1 � _ -i \ I CRAWL SPACE ACCESS ti P O o , "" \ \ 16' --10" 1. -6" C L 1 �� / ' ` L 1 IL _I 1 r CRAWL SPACE ACCESS . o 0 I N Qti I 1 r CRAWL SPACEESS — I \ , I 1 I Cl o I N F r _I -" \ \ N s.. I I —\ � I I I // � , \ \ ,, . \ \\ .' S. \ \ 5' L I J \ I I r \ 14' -6" L 20' -0" \ 29' -O" J \ \ / ✓ 63' -8" S • DRAWING NO. REFERENCE NO. REVISION 1W BY MAIN FLOOR SCALE:1 /4 " -1 DATE hill ®n v'�rfti n a �iN• aosoE I S" 4 5n% mAy '-i.1850(I-I>12Att4 PEte PeTActk6D RETITLE PROPOSED RESIDENCE FOR GURDIP SINGH I (1T4 Note: Whole house ventilation system shall supply outdoor air to all habitable rooms through individual outdoor air inlets. Habitable space is defined as space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility spaces and similar areas are not considered habitable spaces. Provide not less than 4 sq. in. of free area of opening for each habitable space, Whole house ventilation requirements for 5 bedrooms shall be a minimum of 120 CFM at .25 w.g. nutone qt. 80 is 62 CFM at .25 w.g. *Use two qt. 80 nutone fans each on clock timers. Note: — Owner /builder to supply any missing dimensions required on site plan. Legal description, name of street(s), north arrow, floor and lot elevations, location of services, etc. — All dimensions shown on site plan to be governed and approved by all authorities having jurisdiction before satarting construction. — Grade to slope a minimum of 1% away from building for surface water run —off, builder to be responsible for any required swales. —Any retaining walls required to be built according to good practise and are entirely the responsibility of others. —All grades, elevations, and dimensions shown on site plan to be checked and verified on site by builder before excavation. iG— I- *4 Gout" 6 _1aP 4,s0t 4 OLI MAx 7)0 35 1 I PICA1. foulPe-Tcotl 1 3vE� �utlr�� DWN: SCALE: DATE: CHKD: HUNG 1 /4 " -1' 15/08/01 cwt DRAWING NO. DD01 -1313 P5 RECEIVED CITY OF TUKWILA PERMIT CENTER DRAWING NO. ALL LINTELS 2/ 2 "X10" D.F. #2 1/2" ANCHOR BOLTS F. GRAD 5/8" DRYWAL R -40 INSULA REFERENCE NO. SECTION SECTION 1/4"=1'-o" REVISION BY DATE ALUMINUM UTTER VENTED VINYL SOFITS filathilion A TITLE PROPOSED RESIDENCE FOR GURDIP SINGH LOT #3 W. ..+ I l.Ti , A \ /r n!l l IT. 1 SITE PLAN SCAL _: DATE: CHI, HUNG 1/4 " -1' 15/08/01 SWC DRAWING NO. DD01 -1313 P6 l CITY OF PERMIT CENTER L16 mJ 312.00 \ 313.00 ION \\y c) ;n .. ) T &G PLYWOOD @16" 0.C. JOISTS BRIDGING CAD MAX. MASTER BEDROOM O.C. TOP FLp R= 334.42 V.B. . I - I " E : .I "C I30 E.EL.= 313.52 P.EL.= 313.52 11 e ® 1 51 ' . KITCHEN 3/8" EXT. GRADE PLYWOOD,2" STUDS © 16" O.C. R INSULATION / NOOK 1 FAMILY MAIN FLOOR=315. / \ r----1 ..00 • � E.EL.= 312.47 P.EL.= 312.47 LOT # 51mJ /8'CRUSH SKIM COAT =311 55 '_ PROPSOED RESIDENCE MAIN FLOOR= 315.79 TOP F_OOR= 325.52 TOP Cr PLATE= 334.42 SKIM -.OAT= 311.95 c- r-; E.EL.= 312.99 P.EL.= 312.99 E J Co E.EL.= 313.73 P.EL.= 313.73 r DRIVEWAY EXPOSED AGGREGATE _, :mi . m - :6 / / L8. \ \ \ co ...0 \ 313.39 314.10 $ ROAD 314.90 314.10 I) 777 W9 r / DRAWING NO. ALL LINTELS 2/ 2 "X10" D.F. #2 1/2" ANCHOR BOLTS F. GRAD 5/8" DRYWAL R -40 INSULA REFERENCE NO. SECTION SECTION 1/4"=1'-o" REVISION BY DATE ALUMINUM UTTER VENTED VINYL SOFITS filathilion A TITLE PROPOSED RESIDENCE FOR GURDIP SINGH LOT #3 W. ..+ I l.Ti , A \ /r n!l l IT. 1 SITE PLAN SCAL _: DATE: CHI, HUNG 1/4 " -1' 15/08/01 SWC DRAWING NO. DD01 -1313 P6 l CITY OF PERMIT CENTER ION \\y 5/8" 2"X10" 2"X2" 84" O T &G PLYWOOD @16" 0.C. JOISTS BRIDGING CAD MAX. MASTER BEDROOM O.C. TOP FLp R= 334.42 V.B. ■ FININSH TO CODE - FRAMING - INSULATION -V.B. ENSUITE - DRYWALL I j aD : O KITCHEN 3/8" EXT. GRADE PLYWOOD,2" STUDS © 16" O.C. R INSULATION / NOOK 1 FAMILY MAIN FLOOR=315. Ir4 ` .. A ► t; 4 ►tF V ' 4 I I - I ° I _- MIL POLY, 3' THICK 5 ROCK I STUDS - 2x4 ®12" O.C. OR 2x6 ®16" O.C. '• � , I /8'CRUSH SKIM COAT =311 55 '_ DRAWING NO. ALL LINTELS 2/ 2 "X10" D.F. #2 1/2" ANCHOR BOLTS F. GRAD 5/8" DRYWAL R -40 INSULA REFERENCE NO. SECTION SECTION 1/4"=1'-o" REVISION BY DATE ALUMINUM UTTER VENTED VINYL SOFITS filathilion A TITLE PROPOSED RESIDENCE FOR GURDIP SINGH LOT #3 W. ..+ I l.Ti , A \ /r n!l l IT. 1 SITE PLAN SCAL _: DATE: CHI, HUNG 1/4 " -1' 15/08/01 SWC DRAWING NO. DD01 -1313 P6 l CITY OF PERMIT CENTER SHEAR WALL SCHEDULE MK 51JEA14" TYPE 7HIGKNE55 APPLY T1) SLKD tIN- BL KD 5H6 L85/F7 JARS oR� 57414. SfAPL ES'k - MOTES - OSB a GW8 M. ONc FACE .130TH FACES SIZE SPCC .IN.' FlE G IN. �A. I r ' IN, * t IN. ERAL OWY5 BOL At %G / / 1/2 Sd 6 /Z /s /'/2 G 16 A1/ N21 - 1 4G ,/ ,p '-l1' 8d 6 It /.f /`I. 4 12 N2 N21 - TS /� 7/i ✓ ✓ azS Sd ' S rz /s //z_ le 12 A N21 — J/ 7/c ✓. ✓ /03 81 6 12- /s I-- 6 ' N4 - /%2 7/6 V ✓ l?' Sd 6 /Z tr i'r - 6 14 . ,115 - - © yr /1t 7 /i6, / ✓ b1 Sd 6 Iz 1s a E. N(n — — [ @1( Z 7k ��� /23 8J G /2 it a 6 f6 N7 N21 — /s/ Z 7A . ,/ , / 247 8d s l z /S /l / 8 A18 N22 — • 4 z. 7 /6 ✓ ,/ l g7 Sd c ,z /s I' /Z b Mo AN — /sla. ©4 ✓ . ./ TO Sd c 1L /S /41_ G 16 A110 — — /s / 7 //C .✓ .4/ 5'4 Sd 4 1L aS lq L i'' Nil — — 8 /s% 7/i ✓ ✓ Cf gel 6 /z I5 i/2 /6 N12 — 1114¢ M /r /7. 7 //b ✓ ../ 1 r u° SI G 1z %S 1 5 12 N13 1-1.2 «24 N / 1 7 //b ✓ ✓ 245' °..r s- tr.- 1S 1' /L . 4. g 04 N21 — 0 / VC ✓ ✓ /f/ gel 6 I. 13 /' /z . le, N15 ,= N2¢ P 4 6- 7 /,C ✓ / HI gd 6 / /s 1 6 l6 N16 N23 W24 Q • /6 ✓ • ✓ I to 8d 6 /z Is /%z 6 /G A117 - N25 1 /qjz 7 //c ✓ 1f/ 8,1 6 12 IS /%z 6 - 16 N18 1.123 N244 s) /'r/J2.7 /L 1 / 1 / 19/ 84 • 6 12 Is 1'/z- G 16 N19 -- N24 _' ' ii 7 4 ,/ ✓ • S 81 c /a /r I'/ 6 /Fo ,i120 — A/24 * ALTERNATE FASTENER ** AT PANEL EDGES AND BLOCKING FOR PW & OSB AT ALL STUDS, TOP. 8'BOTTOM PLATES 8 BLOCKING FOR GWB * ** USE 16d NAILS AT SPACING SHOWN STAGGERED 3/8" TO 1/2" MAXIMUM 1'N RIM JOIST OR BLOCKING NOTE: ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS SHALL BE SHEATHED WITH MINIMUM 15/32" CDX PW OR 7/16" OSB OR 7/16" T1 -11, BLOCKED, W /Bd NAILS OR 15 GA. X 1 1/2" STAPLES AT 6 0. -C. AT PANEL EDGES & 12" O.C. IN FIELD. I s/nps.d 1 MJTA36 LATERAL FORCE NOTES SHEAR WALL CONSTRUCTION • • N_1_ SHEAR WALLS DESIGNATED SHALL BE SHEATHED W/15/32" CDX PLYWOOD OR 7/16" OSB, BL CKED, ONE FACE, NAILED WITH 8d NAILS AT 6" O.C. OR 15 G X 1 1/2" STAPLES AT 6" 0.C. AND 12" O.C. IN FIELD. N_2_ SHEAR WALLS DESIGNATED B SHALL BE SHEATHED W/15/32" CDX - • PLYWOOD OR 7/16" OSB, BL CKED, ONE FACE, NAILED WITH 8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 4" O.C. AND 12" O.C. IN FIELD. N_3_• SHEAR WALLS DESIGNATED SHALL BE SHEATHED W/16/32" CDX - PLYWOOD OR 7/16" OSB, BL CKED, ONE FACE, NAILED WITH 8d NAILS AT 5" O.C. OR 15 GA. X 1 1/2" STAPLES AT 4" O.C. AND 12" O.C. IN FIELD. N_4_ SHEAR WALLS DESIGNATED (D SHALL BE SHEATHED W/15/32" CDX PLYWOOD OR 7/16" OSB, BLOCKED, ONE FACE, NAILED WITH 8d NAILS AT 6" D.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. IN FIELD. N_5 SHEAR WALLS DESIGNATED cg) SHALL BE SHEATHED W/15/32" CDX PLYWOOD OR 7/16" OSB, BL CKED, ONE FACE, NAILED WITH 8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. IN FIELD. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" 0.C. N_6 SHEAR WALLS DESIGNATED I, PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_7_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. • N_8_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 5" O.C. OR 15 GA. X 1 IN FIELD. N_9_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_10_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_11_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. -TAXsr a 1 �! - - -J A/ALL t>ES /GA/ATion/S oS HoGDaa/nC5' LsrA3o.cTA.dp SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32 CDX C KED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 4" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. J SHALL BE SHEATHED W/15/32 CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. s /M�trO� L/A.Ag Z2. ffbLDoA'' N_12_ SHEAR WALLS DESIGNATED L PLYWOO OR 7/16" DDB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_13_ SHEAR WALLS DESIGNATED PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_14_ SHEAR WALLS DESIGNATED (I PLYWOOD OR 7/16" OSB, BL AT 5" O.C. OR 15 GA. X 1 IN FIELD. N_15__ SHEAR WALLS DESIGNATED ` PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_16_ SHEAR WALLS DESIGNATED l PLYWOOD OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. N_17_ SHEAR WALLS DESIGNATED PLY OR 7/16" OSB, BL AT 6" O.C. OR 15 GA. X 1 IN FIELD. S/H/ .m tourrou fiof.d wrd /-tAM/ 5TI, y SHEA/Z W4LL DES /6A /A7/0N5 4' HOLDOWA/S Cr) SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE. FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 5" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 4" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32" CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. SHALL BE SHEATHED W/15/32 CDX CKED, ONE FACE, NAILED WITH 8d NAILS 1/2" STAPLES AT 6" O.C. AND 12" O.C. N_18_ SHEAR WALLS DESIGNATED R SHALL BE SHEATHED W/15/32" CDX PLYWOOD OR 7/16" OSB, 8L KED, ONE FACE, NAILED WITH 8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. IN FIELD. //�� N_19_ SHEAR WALLS DESIGNATED IS SHALL BE SHEATHED W/15/32' CDX PLYWOOD OR 7/16" OSB, BL (fSfCKED, ONE FACE, NAILED WITH 8d NAILS AT 6" O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. IN FIELD. N_20 SHEAR WALLS DESIGNATED SHALL BE SHEATHED W/15/32" CDX - -. PLYWOOD OR 7/16" OSB, BL CKED, ONE FACE, NAILED WITH 8d NAILS AT 6 O.C. OR 15 GA. X 1 1/2" STAPLES AT 6" O.C. AND 12" O.C. IN FIELD. HOLDOWNS & ANCHOR BOLTS N_21 USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL W/22 -10d NAILS IN DOUBLE STUD ABOVE AND BELOW FLOOR AND IN RIM JOIST (22 - 10d TOTAL) N_22_ USE SIMPSON MSTA36 STRAP TIE EACH SIDE OF SHEAR PANEL W/26 -10d NAILS IN DOUBLE STUD ABOVE AND BELOW FLOOR AND IN RIM JOIST (26 -10d TOTAL) N_23_ AT FOUNDATION USE SIMPSON HPAHD22 HOLDOWN EACH SIDE OF SHEAR PANEL W/23 -16d IN DOUBLE TRIM STUDS AND IN RIM JOIST (23 -16d TOTAL) ADP 5 /M ROG HD(IRWN H /sS A.8. I BEET AAfE STHO/Z ffRGOHW,:/ TH/LU SL X sTuO Sirrp.ra.e yyaHO21- %tDLp.Dw.J PROVIDE 1/2" DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT AT 4' -0" MAXIMUM O.C. INSTALL ANCHOR BOLT W /SIMPSON BP 1/2 BEARING PLATE WASHER. (DIMENSIONS 2" X 2'" X 3/16") N_25_ PROVIDE 1/2" DIA. X 10" ANCHOR BOLTS W /7" MINIMUM EMBEDMENT AT 3' -0" MAXIMUM'O.C. INSTALL ANCHOR BOLT W /SIMPSON BP 1/2 BEARING PLATE WASHER. (DIMENSIONS 2" X 2" X 3/16") HORIZONTAL DIAPHRAGMS N_26_ ROOF DIAPHRAGMS USE 15/32" CDX PW OR 7/16" OSB, UNBLOCKED, W /8d NAILS AT 8" D.C. OR 15 GA. X 1/2" STAPLES AT 6" O.C. AT PANEL EDGES AT • DIAPHRAGM BOUNDARIES & 12" O.C. IN FIELD. N_27_ FLOOR DIAPHRAGM USE 5/8" T & G PLYWOOD, UNBLOCKED, W /10d NAILS AT 6" O.C. AT PANEL EDGES AND 10" O.C. IN FIELD. GLUE WITH DAP 4000 GLUE WITH (2) -1/4" DIA. BEADS AT PANEL EDGES AND (1) -1/4" DIA. X 12" BEAD AT. 24" O.C. IN FIELD. RECEIVED CITY OF TUKWILA ,-EMOTCENTER RESIDENCE FOR C74/R121P S /A.1GH , LOT S`3 6'6,35 1(91% Ave. So. 7'ukmda, H/Q SCALE: A/04w APPRDVEDSY: DRAWN DT EA?D DATE: /O / REVISED L4raz41_ FORCE PLANS, ,Sc6Et `E A/O7E5 File: 35mm Drawing# °i �312.00 ��f I� E • • [ $ 2 .69mi L2 _ -69m i I ry L I 7 1E E.EL.= 312.47 P.EL.= 312.47 TITLE E.EL.= 312.99 e'S 312.99 NS wrr . LA ot c4/51° 6t PROPOSED RESIDENCE FOR MR.GUDIP LOT #3 , JCV) 111 "twit AD I, m STORM RA 1 ‘406 OWN: HUNG SCALE: DATE: CI IKD: 1/4 " -1' 15/08/01 swC PHONE: 590 -2808 314. (p0 314.10 DRAWING NO. DD01 -1313 P6 tr.uF \J LcRi �5 F. I '0 INCH CHINA RO 7' L2 3. MAIN FLOOR= 315.79 TOP FLOOR= 325.52 TOP OF PLATE = 334.42 SKIM COAT= 311.95 0 cr • DRIVEWAY EXPOSED AGGREGATE [8.� ( o f IDo FFI = 31 P.EI..= 3 . _1 I y • 4 E.EL.= 313.52 1_0113 ;1[3.51mi PROPSOED RESIDENCE 1; I I I 314.1;0 I`1'� ' ' I ' I ' I' Ii'j' I 1 l!' II1LIa Ii 'ii , I ., I; , I , LII , I , 1 , 1 ( a 2 Ira I °q 6 15` 91 Pt EL ZL , - * O�a � .¢ fi .,81; • -'rLn± w 9„ ,1' 5 6 C Z t•,�O0 • ( iiiililuliiiiliiullullillliilliiilluiluuluiilli i�lllllilll�lulhlulilli. Iiulll�i. Cluililii: linl�ullli ),Ili��llll�l)�Ilillul NL � E In 2m g N4 a „d. A6 Th tans have been Works cpartment for City stan ' Acccp • omissions ich do not ;) adopted stand ds or for the adequa of tilt designer. Addition. drawings after this and will require a for subsequent app 1• • i\JORT.H, c 35 TC'icwcd by the Public f o r mancc with currcn i s ttttbject to Crrnr ' . violations The - < p�tbthty � htt with the • *. • • rs these �coeptanoe � �:_ drawrngt Final acceptance is the Public Wor un irl_ '► � � inspection by Date: Akt . 1l COM P LET LTR CJ N1r! 1 u•?OJfJ? PtiBLIQ WORKS UFIKS IVE TUK 0 3 200 PERIAIT CE:JI•Ek bo 35