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Permit D11-381 - PERRY RESIDENCE - WATER DAMAGE REPAIR
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D11 -381 Perry Residence 1334234 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 71 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. PERRY RESIDENCE 13342 34 AV S EXPIRED 10-20-12 Di 1-381 Parcel No.: Address: Suite No: Project Name: City altTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov 7358600120 13342 34 AV S TUKW PERRY RESIDENCE DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D11 -381 12/29/2011 06/26/2012 Owner: Name: PERRY LEE C Address: 5216 40TH AVE SW , SEATTLE WA 98136 Contact Person: Name: JAVIER LUNA Address: 33530 1ST WY S, SUITE 102 , FEDERAL WAT WA 98003 Contractor: Name: EXCEL HOMES INC Address: PO BOX 23099 , FEDERAL WAY WA 98093 Contractor License No: EXCELHI918R9 Phone: 206 - 941 -9021 Phone: 206 - 237 -0727 Expiration Date: 12/29/2013 DESCRIPTION OF WORK: INTERIOR REPAIR OF WATER DAMAGED HOME W/ ELECTRICAL, PLUMBING & HVAC CODE COMPLIANCE UPDATES REQUIRED. HOMEOWNER IS ALSO FUNDING A SMALL ADDITION TO THE REAR OF THE HOME, ADDING 572 SQ FT AND A 91 SQ FT DECK. Value of Construction: $119,618.81 Type of Fire Protection: NONE Type of Construction: V -B Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $2,705.39 2009 22 * *continued on next page ** doc: IBC -7/10 D11 -381 Printed: 12 -29 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N Number: 0 N Start Time: Volumes: Cut 0 c.y. Start Time: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: )o '4 1 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 amorized to sign and obtain this development permit and agree to the conditions attached to this permit. Date: / 2/ / /l/ 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. doc: IBC -7/10 D11 -381 Printed: 12 -29 -2011 6: All construction shall be done in confore with the approved plans and the requiremof the International Building Code or International Residential , International Mechanical Code, Washingt to Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D11 -381 Printed: 12 -29 -2011 CITY OF TUKT,PLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 735860 -0120 Site Address: 13342 34TH AVE S, TUKWILA WA 98168 Suite Number: Floor: Tenant Name: PROPERTY OWNER 1 Name: LEE PERRY Building Permit No. 1 (, Project No. Email: builder @excelhomes.biz Date Application Accepted: /� c2vI I / Date Application Expires: S" 3D " / 9 Zip: 98003 (For office use only) 441 -4207 Email: btran @residentialgrp.com 1 CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 735860 -0120 Site Address: 13342 34TH AVE S, TUKWILA WA 98168 Suite Number: Floor: Tenant Name: PROPERTY OWNER Name: JAVIER LUNA Name: LEE PERRY City: FEDERAL WAY State: WA Zip: 98003 Address: 13342 34TH AVE S Email: builder @excelhomes.biz City: TUKWILA State: WA Zip: 98168 CONTACT PERSON — person, receiving all project comununication Name: JAVIER LUNA Address: 33530 1ST WAY S, SUITE 102 City: FEDERAL WAY State: WA Zip: 98003 Phone: (206) 941 -9021 Fax: (253) 237 -0593 Email: builder @excelhomes.biz GENERAL CONTRACTOR INFORMATION Company Name: EXCEL HOMES, INC. Address: 33530 1ST WAY S, SUITE 102 City: FEDERAL WAY State: WA Zip: 98003 Phone: (253) 237 -0727 Fax: (253) 237 -0593 Contr Reg No.: EXCELHI918R9 Exp Date: 12/29/2011 Tukwila Business License No.: H:\Applications\Forms- Applications On Line 12011 Applications\Permit Application Revised - 8- 9- I1.docx Revised: August 2011 bh New Tenant: ❑ Yes ..No ARCHITECT OF RECORD Company Name: --rr.fc i ?p-L 6," op Company Name: TL1 �T 6_ Izei Architect Name: Address: 35109 PACIFIC HWY S Cib" FEDERAL WAY State: WA Zip: 98003 Phone: (253) 835 -1516 Fax: (253) 441 -4207 Email: btran@residentialgrp.com ENGINEER OF RECORD Name: Company Name: TL1 �T 6_ Izei j' "0 0F Engineer Name: Address: 35109 PACIFIC HWY S City: FEDERAL WAY State: WA Zip: 98003 Phone: (253) 835 -1516 Fax: (253) 441 -4207 Email: btran @residentialgrp.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 PERMIT INFORMATIO — 206 -431 -3670 000 6. L Valuation of Project (contractor's bid price): $ 63,898 Existing Building Valuation: $ 47,000 Describe the scope of work (please provide detailed information): INTERIOR REPAIR OF WATER DAMAGE HOME W/ ELECTRICAL, PLUMBING, & HVAC CODE COMPLIANCE UPDATES REQUIRED. HOME OWNER IS ALSO FUNDING A SMALL ADDITION TO THE REAR OF THE HOME, ADDING 496 SFT. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1,096 *For an Accessory dwelling, provide the following: Lot Area (sq ft): 6,092 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes 1 z Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list of mgterials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing 600 Interior Remodel 600 + Addition to Existing Struc 11L, New Type of Construction per IBC Type of Occupancy per IBC tst Floor 57 ;Z It c7-) V R-7, 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 4 I PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1,096 *For an Accessory dwelling, provide the following: Lot Area (sq ft): 6,092 Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes 1 z Compact: Handicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes', attach list of mgterials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 1 PUBLIC WORKS PERMIT INFO TION — 206 - 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ -. Highline ❑...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ...Total Cut cubic yards 0 ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. ❑- ❑- ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ... Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\ApplicationsWorms- Applications On Line\2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh page 3 of 4 8 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN )i1OR AUTHORIZFD4GENT: Signature: Print Na IER LUNA / OBO O•: EXCEL HOMES, INC. Mailing Address: 33530 1ST WAY S, STE 102 H:\ pplications\Forms- Applications On Line\2011 ApplicationsPermit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Day Telephone: Date: 12/02/2011 (206) 941 -9021 FEDERSAL WAY WA 98003 City State Zip Page 4 of 4 • • C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7358600120 Address: 13342 34 AV S TUKW Suite No: Applicant: PERRY RESIDENCE RECEIPT Permit Number: D11 -381 Status: APPROVED Applied Date: 12/02/2011 Issue Date: Receipt No.: R11 -02811 Initials: User ID: Payee: WER 1655 Payment Amount: $1,684.30 Payment Date: 12/29/2011 02:26 PM Balance: $0.00 EXCEL HOMES INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 152868 ACCOUNT ITEM LIST: Description 1,684.30 Account Code Current Pmts BUILDING - RES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,684.30 1,636.90 42.90 4.50 doe: Receipt -06 Printed: 12 -29 -2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7358600120 Address: 13342 34 AV S TUKW Suite No: Applicant: PERRY LEE C RECEIPT Permit Number: D11 -381 Status: PENDING Applied Date: 12/02/2011 Issue Date: Receipt No.: R11 -02612 Initials: User ID: Payee: TLS 1670 Payment Amount: $1,021.09 Payment Date: 12/02/2011 01:08 PM Balance: $1,575.40 EXCEL HOMES INC TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 130580 ACCOUNT ITEM LIST: Description 1,021.09 Account Code Current Pmts PLAN CHECK - RES 000.345.830 1,021.09 Total: $1,021.09 doc: Receiot -06 Printed: 12 -02 -2011 INSPECTION'f10. INSPECTION RECORD Retain a copy with permit b 11 -.3Fri PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proje t: es g leA Type of In pection: AMA v e R- /Zs Jf fey Address: l 33.4 .: � Date Called' i :/�so( � 1 iv PA /�� k'1 Special Instructions: ( f to d E../1 rJ 1 WO/1 m7- rq-re. 4 Date Wanted:. 7 - 2ii 41 / C.aaar p.m. Requester: Phone No- '7,A5 JjApproved per applicable codes. Corrections required prior to. approval. COMMENTS tae ,iv p ( e_� ' J f4 oil rr A- 44,A . / ' o rr P_ ,l 1 --fr--4- 6 A `!i) LA I MO' BOA P - 4 A , 9 0 PJ r— Li tI J � 1 iv PA ,A i ( f to d E../1 rJ 1 WO/1 m7- rq-re. 4 -K 4.e. --s- ct f.),J W Date_ ❑ REINSPECTION F�E1EQU RED. P`rlor to next inspection, fee must be paid at 6300 Soytficenter Blvd.. Suite 100. Call to schedule reinspection. /E INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT Na • ► (--3Si CITY OF TUKWILA BUILDING DIVISION C� " 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 t 'Project:p t R....6- i `LType of Inspection: O Address: ---(ie -c Uo _ ,.‘ ) i Date Called: I Specia't fnstr .. } ' t?olis: L& k .AS P( Lof(42-G:f,'U' S nii i /4-4 , ti/1 : /1D,' _ 1 Date Wanted:. 1 a.epr - (? -' P.M. Requester: Phone No: / EiApproved per applicable codes. Corrections required prior to approval. /6 COMMENTS: -t— 6 re,A4 Re3AA 1tAhSPF `j.c jrobilit -p p Pf" ) 1 A--re ,--f. _Al\ A s,Ae- iv-e 11It t, - -ntleiA di_ (A, ---(ie . 7 6 ix 11.b4-6kus -.. - - /14C ICI, _ ,.‘ ) i r 3 _P ,0e �` 1-n Jam' acd (/1-7'.) 1I L& k .AS P( Lof(42-G:f,'U' S nii i /4-4 , ti/1 : /1D,' _ 1 ❑ REINSPECTION FEE REQUIF D. Prior to next inspection. fee must be paid at 6300 Southcenter Bl d.. Suite 100. Call to schedule reinspection. 4 INSPECTION RECORD Retain a copy with permit pit -�$► PERMIT N0. - CITY OF' TUKWILA BUILDING DIVISION G 6300 Southcenter Blvd., #100, Tukwila. WA 98188 OZ, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ' •- }'� T Type of In'slpection: s' Address: ���n � p�� �,M � Date Called: Special Instructions: f • Ci Date Wanted:. ty4 �� gi.. Requester: hone No: ,�`` ` ( 7 -1 A,A �� l el 1 Approved per applicable codes. a Corrections required prior to approval. Cc. CQMMENTS: ns pectoti: Date: 0 REINSPEDTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. '.1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION CJ 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: KcItitiikri Type of Inspection: v-tO'\ 1/O t {IP Cr Address: . , . 19)24-17. : l %-% C. Date Called: special Instructions: • Date Wanted:. y P A A A- ci:■11‘ !9-e,CL" ek ,S(4 o (Aer5 i (I Requester: • Phone No: _,. / 1u ( -' O2-i Approved per applicable codes. Corrections required prior to approval. COMMENTS: (-7) (414) r 'I', -e At a 4:.Kry '1'---0 d -e..... }nd r<n r,)( ,..) it ivy , -r; t,4 — ill l( • C 0144 --fs:,ivii - AI? e e LA , i' io�l ee, _ & .A J-4 . CIP.ki.- P A A A- ci:■11‘ !9-e,CL" ek ,S(4 o (Aer5 > mod. � f� � . - . • r r�ol- ao Q-A- e crsA • API. .0 D on kV' RYA r • . P P a ri 4 1,3 rA`t o c ` C ,; a n rrris:T 6�reP tj. eA. U4�nf sA,r(r/ r./#udV `.. , P s p ei)- -- gm O.F /iv A Inspe or: 1Date:4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO PERMIT NO. CITY-OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D/)3f Project: f /: STI /i hie? /b/-4414,4? s wet-le Type,ofilpec io��/` / 5 Address' 1,/48 Date Called: �' /A Jii !4%, (I `.< P.4.1(J //1] 7"1#c/ S Ge/ /// Special In ructions: • .1, .N /d x/[61,, n )q4( 1-101,1 l - Date Wanted:,��1�/ �� p.m. Requester: /w•4..�c av ,I ivotAer el i to I A'4.00d 1,, / ry t4,,,x, Phone No: DApproved•per applicable codes. Aorrection d prior to apprdval. 1 COMMENTS: \ /: STI /i hie? /b/-4414,4? s wet-le /Li s A . jipAl 4 44 e 5 ei, L4•' If i`ele.. 47le; ood-- .546 4A7 GP 5 l,1 `1'P-i 4 � gm 1---4, /All 1 ._ 717 , s /•G► c i(A /-f , p, • ` r /, . ' �-/ v£ /,e X41/6/ Pi 4 )te At. 4��h��.�` �' /A Jii !4%, (I `.< P.4.1(J //1] 7"1#c/ S Ge/ /// t-• ,4 i'i 7--L, ix if../ , :_ G,// 1f P .1, .N /d x/[61,, n )q4( 1-101,1 l - 042-71.7 /)4'S )1r 2 0 i 1/"Af 3'-1, ,c 4jL /w•4..�c av ,I ivotAer el i to I A'4.00d 1,, / ry t4,,,x, [Inspector, fi Date: /2-- REINSPECTtON FEE RE(IGIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • r•. INSPECTION RECORD Retain a copy with permit INSPECTION. NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISIOIV 6300 Southcenter Blvd., #100, Tukwila. WA 98188 p____(206) 431 -3670 Permit Inspection Request Line (206).431-2451 I 1 .f ...11 T�It -381 Project: ER %... Type of Inspection: --i‘06: '' A.t Address: • 4 - ? A�v Date Called: I -27-- 20 $?, Special Instructions: Date Wanted:. a.m. p.m. Requester: Phone No: - )OL!MENTS: ppiOved per applicable codes. Corrections required prior to approval. .• • ❑ REINA CTION FEE : QUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite)100. Call to schedule reinspection. • 0.• r • INSPECTION RECORD Retain a copy with permit ,• ' INSP CTION Na PERMIT NO. • . CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ix. (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 Proj t: „ s. I&A Type of Inspection: v,\ 4 Fw frf d& Address: ' Date Called: Special Instructions: OS -/ a5-_ C)17-) • Date Wanted:. "'��' / - /I- -^.-- Requester: Phone N - q©' �fi O a r Approved per applicable codes. 11.Corrections required prior to approval. COMMENTS: r/ 4 / Awe tit! f ,t r • .61c- , J --- z- w ,T .S7`' o ( c w„44--- c., f,-.- Tom, �- r el--s. Fri) M ili'15 1 ee c 8/t Un 1 - l ° v l CIL% 4- Alef A 1 Inspect(: . • Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. A44 INSPECTION NO. INSPECTION RECORD Retain a copy with permit OR —MCI PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tz (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: �_r r S) Ren ck Type of Inspection: N i fk 600 ft L,..0,1 el' (kV I A*4•-i* s . Address: 14 3er- AkrOr Date Called: r∎ e-k n rl� P S Al-Le at ` r J r fle c.f;^C Special Instr ctions: , 5 0 it I 4 1 Date Wanted:. / - 1 0- ! 2._.- a.m. p Requester: Phone No: 7 Approved per applicable codes. [Corrections required prior to approval. COMMENTS: (7) DP(. t - t L)4 DA A plopeek $ of- brA w:" S r e ft L,..0,1 el' (kV I A*4•-i* s . r., A r G c.. 0 f © vet n a `c• e el pm On e `l so t (Z) lAzkJ R �n5,Ae.-er reJletiJ r∎ e-k n rl� P S Al-Le at ` r J r fle c.f;^C LA l l r / -Q. a t' U'u ?r , o r 7Th —11) _ k A- ki e t,ti r: IT fA AO I v AA' 6A-4 Jti W P2 3 A alp 1mnsp1. 1Date:1 _ D REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. e• -40 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcertter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Pityli: i ._. ref (1_ . t.'e--b-S:_ ' Type of Inspection: tiA01--/ }-6,0 R-- e JlA i v Urn, V o E. • A-ddress: • . JD. .. 1.3.?42,-; Ali- Date Called: , nirCARA -r s -C-4 a A-k 4-.0/■cj"-e:rel-,, Special Inttructions: 4V\ diVe i -exLee-t . rl •Ale4 A .0.. olh Of- 71" D 3 t 5,-/ 1 Date Wanted:. Al - a.m. „ equester: , f, 0 ftor.c. "Tivi ie■ 1 7 - " vt-i,JAY 1:13 Al .ST 1 i p I Wrei. 1 Phorle ta:4>lo:.6,-._ cret i _eflo 2.4 DApproved per applicable codes. Corrections required prior to approval... COMMENTS; M Se)k■ (t3 ,i _IC:-/N1...(C„/ LikiaSt— ' e JlA i v Urn, V o E. • 4) iu p.e.tt 3p ac rri u e A-tnt-T,LAA:)e)..1-:-@ A- xeti u ? (C it...7-p o cri . , nirCARA -r s -C-4 a A-k 4-.0/■cj"-e:rel-,, -0-T. tidoeA_ CO 1 O ,<L,:/1-1/45 'uAati- kt.STS 1-1A s- 1 / PM:" /-5 ;'1‘..0--A-i1 4,4 di, a r Ba ITS- , f, 0 ftor.c. "Tivi ie■ 1 7 - " vt-i,JAY 1:13 Al .ST 1 i p I Wrei. 1 AitO`rI ---.0 Vi--k. InStctor: • fl REINSPECTION FEE RIqUIRED. Prior to next inspection. fee must be L-1 paid at 6300 Southcenter td.. Suite 100. Call to schedule reinspection. \\I rate: ,5 I. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 re. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 p/ /_.. 3 9/ Projec : _efriy rl /is Type of In,.s�pe "ct ion /: ,F4D J /evf r/ pe,i' /:;1/4?..', #e idelsc/ ..rr r/,. lief/".4`,,611 Address: /33 "if 2-- 3 V A ✓S Date Called: Special Instructions: • • Date Wante G / 2 a.m. mm. Request r: Phone No: q53 — 2.55 • -9 "i0 LAppr'oved per applicable codes. Corrections regdired prior to approval. r/ COMMENTS: . 0 t UD ' /n1G 11`to /n/SAi'io. / /17 ow) / -71->'e/. ,F4D J /evf r/ pe,i' /:;1/4?..', #e idelsc/ ..rr r/,. lief/".4`,,611 / • f '1 � 01 f A4 4 <, pvd✓r ( \r),°k-• /3e, C • Insp€cto : Date: �- 5-/� INSPECTION FEE REdlUIRED. Prior to next inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD .. :. " Retain a copy with permit INSPECTION NO.' • . PERMIT NO. / r. CITY OF;TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila. WA 98188 �- (206) 431 -3670 _ .. Permit Inspection.Request Line (206) 431 -2451 • Project: /3-d/?' `/ • / &..$-. Type of Inspection- /= D67./n/6/ --ot.vl %ry7//, -U Address: • . /33 V2 ,..?41 A 5 Date Called: Special Instructions: s 7;,../.4x3 Date Waned:. / /_1 //,..2. 'Fir `�-p -m Requester: 4/7": Phone No: . rte,' /f &f • Approved per applicable codes. Itik,Corrections required prior to approval. 3 COMMENTS: j —vc,7 /A/ 6 oZ / a7A /1// 0- s 7;,../.4x3 / h /77/ l""."`714, 4/7": . rte,' /f &f f AlfiZ 1F�/ r T/NG /�ep,ne/iii,G Date: /73 712 INSPECTION FEE REQUIR D. Prior % next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 38 Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Ph: 253 - 835 -1516, fax 253 - 441 -4207 January 11, 2011 Attn: Ms. Lee Perry Re: "Structure foundation framing inspection" 13342 34th Ave. S Tukwila, WA 98168 The following is a request for the above - referenced item: The crawl space framing joists member is structure's sound to the engineers of record, all of the notch joists are within framing spacing required @ 16" O.C. all those recommendation for repair as follow: 1. Provided 2x continuous blocking at the end of the all new framing joists, between existing and new addition. 2. Stagger plywood floor sheathing between existing & new addition at least 24" overlap w/ 8d @ 6" O.C. edge, and 12" O.C. field Please feel free to give the office a call regarding this letter. Joshua M. Kalebu, P.E. Binh T. Tran Project Engineer Design Engineer RECEIVED RECEIVED JAN 112012 P€ MIT CENTER REMODEL AND ADDITION TO THE LEE PERRY RESIDENCE 13342 34th AVE. S TUKWILA, WA 98168 EXISTING DRIVEWAY i 1, 0' BSBL I FILE COPY EXISTING GARAGE 1PrIrmlit No. 11 O N PROPOSED CVRD. PORCH TO REPLACE EXIST. 274' REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2011 City of Tukwila BUILDING DIVISION 51T LEGAL : ROBBINS ORCHARD ADD TO RIVERTON FL4\ c 2011 Residential Group, LLC 35109 Pacific Highway S Federal Way, WA 98003 253 - 835 -1516 bw381 RECEIVED DEC 02 2011 PERMIT CENTER NORTH SCALE 1° = 20' DRAWING DATE NT: PROJECT 0 -1 -2011 JL5 1521H 1112011 Achor, Inc. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Ph: 253 -835 -1516, fax 253 - 4414207 November 18. 2011 Attn: Ms. Lee Perry Re: "Structure Inspection Report" 13342 34th Ave. S Tukwila, WA 98168 FILE COPY Permit No., The following is a request for the above - referenced item: ! fully conduct a structure inspection of the building at the residence address above The purpose for this inspection is to analysis the structure's for the future used, and to comply with 2009 IRC Inspection items are listed below: 1. Examination of the roof structure revealed significant deflection of wood joists, determine the cause of deflection however, the condition was likely cause by stress due over span of the joists /rafters. Section R802 3 Recommendation for repair. 2. Examination of the exterior walls, revealed fractures in some of the area. a. Studs wall, DBL top plate, and sheathing have dry rot by previous leakage. (west wall) b. DBL top plate is required for wall along the "South" Section R602.3.2. c. Studs wall not fully continuous from bottom to top plate 'North wall ". Section R6 02.3 1 Recommendation for repair or re- constructs. 3. Examination of the floor joists and sheathing, revealed significant sheathing dry rod in some location. and lack of beams, post, and footing bearing. Recommendation for repair 4 Examination of the living room brick chimney, revealed fractures in the concrete cap and permitting rainwater to enter the interior of the chimney. Also the brick chimney is not lateral supported, and it located in the center of the building structure. Recommendation for remove of the chimney. Please refer to attached floor plan, and photo for your references needed Joshua M. Kalebu, RE_ Project Engineer REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2011 City of Tukwila BUILDING DIVISION Binh T. Tran Design Engineer RECEIVED DEC 0 2 2011 PERMIT CENTER L BEDR11. DECK EAST \CI LIVING Er frf1131 D 1 E 5-1\1•:: BRISK C,4 rNE) ENTRY EAST \G ri KITCI-IEN E/IS- wr L .1NC EXISTING FLOOR PLAN IBEDF:11 LEE RESIDENCE 13342 34th AVE. S TUKWILA, WA 0168 1;;,, I. • FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2011 City of Tukwila BUILDING DIVISION Pernitt NO. STRUCTURAL CALCULATION Prepared By ACHOR, INC. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Tel. (253) 835 -1516 , Fax. (253) 441 -4207 (Job # 11 -71AE) Prepared For Wind Speed = 85mph, Exposure: "B" Remodel & Addition to the Lee Perry Residence 13342 34th Ave. S Tukwila, WA 98168 November 30, 2011 bi13 RECEIVED DEC 02 2011 P RANTCENTER STRUCTURAL CALCULATION Prepared By ACHOR, INC. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Tel. (253) 835 -1516 , Fax. (253) 441 -4207 (Job # 11 -71AE) Prepared For Wind Speed = 85mph, Exposure: "B" Remodel & Addition to the Lee Perry Residence 13342 34th Ave. S Tukwila, WA 98168 November 30, 2011 STRUCTURAL CALCULATION Prepared By ACHOR, INC. *World of Designs & Engineers* 35109 Pacific Highway S Federal Way, WA 98003 Tel. (253) 835 -1516 , Fax. (253) 441 -4207 (Job # 11 -71AE) EXPIRES 12/28/ Prepared For Wind Speed = 85mph, Exposure: "B" Remodel & Addition to the Lee Perry Residence 13342 34th Ave. S Tukwila, WA 98168 November 30, 2011 Design by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 BASIS OF DESIGN BUILDING CODE: GRAVITY LOADS: LATERAL LOAD CRITERIA: FOUNDATION: DESIGN LOADS 2009 Edition of the International Building Code Roof Live Load = 25 psf. (snow) Roof Dead Load = 15 psf. Floor Live Load = 40 psf. (reducible) Floor Dead Load = 12 psf. Wind Speed = 85 mph, Exposure: B Seismic Site Class: D Seismic Design Category: D Spead footings shall bear on firm undisturbed soil 18" minimum below finished grade. Allowable Soil Bearing Pressure = 1,500 psf. ROOF LIVE LOAD: ROOF DEAD LOAD: FLOOR LIVE LOAD: FLOOR DEAD LOAD: Roofing 1/2" Plywood Sheating Insulation Trusses & 1/2" GWB Lighting, Mechanical, Electrical, Misc. Flooring 3/4" Plywood Sheathing Insulation Floor Joists & Beams Lighting, Mechanical, Electrical, Misc. 25.00 PSF (snow load) 7.00 psf (15 psf = tile roof) 2.00 psf 2.00 psf 3.00 psf (6 psf = tile roof) 1.00 psf 15.00 PSF Total Dead Load 40.00 PSF (Reducible) 2.00 psf 3.00 psf 1.00 psf 5.00 psf 1.00 pst 12.00 PSF Total Dead Load *World of Designs & Engineers* 1 1 -71 AE. mcd ' Design by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 WOOD: JOISTS & FAFTERS: 2X4 HF #2 2X6 or Larger HF#2 BEAMS : Width of 4" and Less DF #2 Width of greater than 4" DF #2 LEDGERS AND TOP PLATES: Width of 4" and Less HF#2 STUDS: POSTS: 2X4 HF #2 2X6 or Larger HF #2 4X4 HF #2 (unless note on plan) 4X6 or Larger HF#2 (unless note on plan) 6X6 or Larger HF #2 (unless note on plan) GLUED - LAMINATED (GLB) BEAM & HEADER: Fb =2,400 PSI, Fv =165 PSI, Fc (Perp) =650 PSI, E= 1,800,000 PSI. PARALLAM (PSL) 2.0E BEAM & HEADER: Fb =2,900 PSI, Fv =290 PSI, Fc (Perp) =750 PSI, E= 2,000,000 PSI. MICROLAM (LVL) 1.9E BEAM & HEADER: Fb =2,600 PSI, Fv =285 PSI, Pc (Perp) =750 PSI, E= 1,900,000 PSI. TIMBERSTRAND (LSL) 1.3E BEAM, HEADER, & RIM BOARD: Fb =1,700 PSI, Fv =400 PSI, Pc (Perp) =680 PSI, E= 1,300,000 PSI. TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL REGISTERED IN THE STATE OF WASHINGTON. TRUSS DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF IBC 2303.4. SUBMITTAL PACKAGE SHALL COMPLY WITH REQUIREMENTS OF IBC 2303.4.1.4. UNLESS OTHERWISE SPECIFIED BY LOCAL BUILDING OFFICIAL OR STATUTE, TRUSS DESIGNS BEARING THE SEAL AND SIGNATURE OF THE TRUSS DESIGNER SHALL BE AVAILABLE AT TIME OF INSPECTION. ENGINEERED I- JOISTS -FLOOR JOISTS & BEAMS OF EQUAL OR BETTER CAPACITY MAY BE SUBSTITUTED FOR THOSE SHOWN ON THIS PLAN, "EQUAL" IS DEFINED AS HAVING MOMENT CAPACITY, SHEAR CAPACITY, AND STIFFNESS WITHIN 3% OF THE SPECIFIED JOISTS OR BEAMS. *World of Designs & Engineers* i 11- 71AE.mcd x)- VFR. CO NON TRUSSES 0 2( at. AS PER YFC. SPECS 1W. I1912. COMMON AS PER h TRUSSES a 24' OC. SPECS. TYR I tra\... yol PROPOSED ROOF FRAMING PLAN Title : Dsgnr: Description : Scope: Job # Date: 9:59AM, 1 DEC 11 Rev: 580004 User. KW- 0605873. Ver 5.8.0. 1-Nov -2006 (e)1983 -2006 ENERCALC Engineering Software General Timber Beam Page 1 11 -71 ae.ecwCalculationa Description 1. window headr General Information Section Name 6x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 5.500 in 7.500 in Sawn 1.150 Pin -Pin 32.500 pcf Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span 6.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,300.0 ksi 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 323.00 #/ft #/ft #/ft LL LL LL 538.00 #/ft #/ft #/ft Span= 6.00ft, Beam Width = 5.500in x Depth = 7.5in, Ends are Pin -Pin 0.906 : 1 Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow lb 911.45 psi Fb 1,006.25 psi 3.9 k -ft 4.3 k -ft 3.92 k -ft at 3.000 ft 0.00 k -ft at 6.000 ft 0.00 k -ft 0.00 k -ft 4.32 fv 75.19 psi Fv 195.50 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Beam Design OK 3.1 k 8.1 k @ Left 2.61 k © Right 2.61 k Camber: @ Left 0.000 in @ Center 0.058 in © Right 0.000 in 1.00 k 1.00 k Max 2.61 k Max 2.61 k Deflections Center Span... Dead Load Deflection -0.039 in ...Location 3.000 ft ... Length/Defl 1,867.8 Camber ( using 1.5' D.L. Defl ) ... @ Center 0.058 in © Left 0.000 in @ Right 0.000 in Total Load -0.101 in 3.000 ft 713.17 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ... Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Title : Dsgnr: Description : Scope : Job # Date: 9:59AM, 1 DEC 11 Rev: 580004 User KW-0605873. Ver 5.8.0. 1-Nov -2006 L (c)1983 -2006 ENERCALC Engineering Software General Timber Beam Page 1 11 -71 ae.ecw: Calculations Description 2. porch beam [General Information Section Name 4x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.500 in 7.250 in Sawn 1.150 Pin -Pin 32.500 pcf Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E 4.00 ft Lu ft Lu ft Lu 850.0 psi 150.0 psi 405.0 psi 1,300.0 ksi 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 83.00 #/ft #/ft #/ft LL LL LL 138.00 #/ft #/ft It/ft Span= 4.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow 3.25 fb 177.47 psi fv Fb 1,270.75 psi Fv Depth = 7.25in, Ends are Pin -Pin 0.140: 1 0.5 k -ft 3.2 k -ft at 2.000 ft at 4.000 ft 0.45 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 18.87 psi 172.50 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Beam Design OK 0.5 k 4.4 k @ Left 0.45 k @ Right 0.45 k Camber. @ Left 0.000 in @ Center 0.005 in @ Right 0.000 in 0.18 k 0.18 k Max 0.45 k Max 0.45 k [Deflections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 @ Center @ Left @ Right Dead Load -0.004 in 2.000 ft 13,571.2 *D.L.Defl )... 0.005 in 0.000 in 0.000 in Total Load -0.009 in 2.000 ft 5,310.93 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 4X15 ILA t. 4 GRILL & EPDXIED (2) #4 BARS TOP & BOTTOM or STEM WALL. 5' & IN EMBEDMENT INTO EXISTING STEM WALL & 10' TO .7— NEW WALL 24 BARPoER TtP. 24 24'X18'NM CRAVL SPACE od 2X LEDGER FOUNDATION VENTILATION g 2.4a gaisea E y1, c c T L I r CMG EDGE 124'x24'x10' J GONG PIER W/ P.T. 4 4 POST PROPOSED FOUNDATION FRAMING PLAN (c. Title : Dsgnr: Description : Scope : Job # Date: 9:59AM, 1 DEC 11 Rev: 580004 User. KW- 0605873. Ver 5.8.0. 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software General Timber Beam Description 3. deck beam General Information Page 1 11 -71 ae.ecvr.Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x8 Center Span 8.00 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 7.250 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Hem Fir, No.2 Bm Wt. Added to Loads Fb Base Allow 850.0 psi Load Dur. Factor 1.000 Fv Allow 150.0 psi Beam End Fixity Pin -Pin Fc Allow 405.0 psi Wood Density 32.500 pcf E 1,300.0 ksi [Full Length Uniform Loads Center DL 36.00 #/ft LL 120.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 8.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.458 : 1 Maximum Moment 1.3 k -ft Maximum Shear * 1.5 0.8 k Allowable 2.8 k-ft Allowable 3.8 k Max. Positive Moment 1.29 k -ft at 4.000 ft Shear: @ Left 0.65 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.65 k Max @ Left Support 0.00 k -ft Camber: © Left 0.000 in Max © Right Support 0.00 k -ft © Center 0.040in Max. M allow 2.82 Reactions... @ Right 0.000 in fb 506.36 psi fv 32.73 psi Left DL 0.17 k Max 0.65 k Fb 1,105.00 psi Fv 150.00 psi Right DL 0.17 k Max 0.65 k j Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.027 in -0.103 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ... Length/Defl 0.0 0.0 ... Length/Defl 3,607.2 930.68 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in © Center 0.040 in ...Length/Defl 0.0 0.0 @ Left 0.000 in © Right 0.000 in Title : Dsgnr: Description : Scope : Job # Date: 9:59AM, 1 DEC 11 Rev: 580004 User. KW-0605873. Ver 5.8.0, 1- Nov -2006 (c)1983 -2006 ENERCALC Engineering Software General Timber Beam Description 4. deck joists Page 1 11 -71 ae.ecw.Calculations [-General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x6 Center Span 5.00 ft Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Hem Fir, No.2 Bm Wt. Added to Loads Fb Base Allow 850.0 psi Load Dur. Factor 1.000 Fv Allow 150.0 psi Beam End Fixity Pin -Pin Fc Allow 405.0 psi Wood Density 32.500 pcf E 1,300.0 ksi Full Length Uniform Loads Center DL 16.00 #/ft LL 53.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary 1 Beam Design OK Span= 5.00ft, Beam Width = 1.500In x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.318 : 1 Maximum Moment 0.2 k -ft Maximum Shear * 1.5 0.2 k Allowable 0.7 k -ft Allowable 1.2 k Max. Positive Moment 0.22 k -ft at 2.500 ft Shear: @ Left 0.18 k Max. Negative Moment 0.00 k -ft at 5.000 ft @ Right 0.18 k Max @ Left Support 0.00 k -ft Camber: © Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.014in Max. M allow 0.70 @ Right 0.000 in Reactions... fb 351.38 psi fv 26.54 psi Left DL 0.04 k Max 0.18 k Fb 1,105.00 psi Fv 150.00 psi Right DL 0.04 k Max 0.18 k 1 i Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.009 in -0.037 in Deflection 0.000 in 0.000 in ...Location 2.500 ft 2.500 ft ...Length/Defl 0.0 0.0 ... Length/Defl 6,458.2 1,627.90 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in © Center 0.014 in ...Length/Defl 0.0 0.0 @ Left 0.000 in © Right 0.000 in Title : Dsgnr: Description : Scope: Job # Date: 9:59AM, 1 DEC 11 Rev: 580004 User. KW- 0605873. Ver 5.8.0. 1- Nov -2006 L (c)1983 -2006 ENERCALC Engineering Software General Timber Beam Page 1 11 -71 ae.ecw:Calculations Description 5. crawl space beam [-General Information Section Name 4x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.500 in 7.250 in Sawn 1.000 Pin -Pin 32.500 pcf Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Center Span 6.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Summary 126.00 #/ft #/ft #/ft LL LL LL 420.00 #/ft #/ft #/ft Span= 6.00ft, Beam Width Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 971.68 psi Fb 1,170.00 psi = 3.500in x Depth = 7.25in, Ends are Pin -Pin 0.830: 1 2.5 k -ft 3.0 k -ft 2.48 k -ft at 3.000 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 2.99 Reactions... fv 78.27 psi Left DL Fv 180.00 psi Right DL Maximum Shear * 1.5 Allowable Shear: Beam Design OK 2.0 k 4.6 k @ Left 1.66 k @ Right 1.66 k Camber: @ Left 0.000 in @ Center 0.032 in @ Right 0.000 in 0.40 k 0.40 k Max 1.66 k Max 1.66 k [Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center @ Left @ Right Dead Load -0.022 in 3.000 ft 3,333.5 *D.L.Defl)... 0.032 in 0.000 in 0.000 in Total Load -0.090 in 3.000 ft 795.89 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 ' Design by : B.T. 12/1 /2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 LATERAL ANALYSIS BASED ON 2009 INTERNATIONAL BUILDING CODE AS MODIFIED BY LOCAL JURISDICTION. Lateral Forces will be distributed along lines of Force /Resistance. Lines of Force /Resistance will be investigated for both wind and seismic lateral loads.(Vertical component of earthquake ground motion neglected for Lateral Force Resisting System w/ Allowable Stress Design) SEISMIC DESIGN SEISMIC DESIGN BASED ASCE 7 -05 CHAPTER 12 SECTION 12.14 SIMPLIFIED ALTERNATIVE STRUCTURAL DESIGN CRITERIA FOR SIMPLE BEARING WALL SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION LESS THAN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT). Seismic Design Data: - -Soils Site Class D (Assumed) — Seismic Design Category D1 /D2 IE := 1.0 For Seismic Use Group I occupancy (ASCE 7 -05 Table 11.5 -1) R := 6.5 Light Framed Walls w/ Wood Shear Panels (ASCE 7 -05 Table 12.14 -1) Ss := 1.59 Mapped Maximum Considered Earthquake Spectral Response Acceleration Short- Period S1 := 0.552 Mapped Maximum Considered Earthquake Spectral Response Acceleration 1- Second Period Fa := 1.00 Site Coefficient based on Site Class & Ss (ASCE 7 -05 Table 11.4 -1) Fv := 1.5 Site Coefficient based on Site Class & S1 (ASCE 7 -05 Table 11.4 -2) W,wx Seismic Weight of Overall Structure, Seismic Weight of Structure above Level x (LB.) ASCE 7 -05 Eq. 11.4 -1 Sms Ss'Fa ASCE 7 -05 Eq. 11.4 -2 ASCE 7 -05 Eq. 11.4 -3 ASCE 7 -05 Eq. 11.4 -4 Smi := SI'Fv 2 Sips ' Sms SDI 3•Sml Sms = 1.59 Smi = 0.83 SDS = 1.06 SD1 = 0.55 *World of Designs & Engineers* to 11 -71 AE.mcd Design by : B.T. 12/1 /2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 SEISMIC WEIGHT OF STRUCTURE CHECK FOR EACH LEVEL: Roof Slope Adjustment Factor: $ 1 .co s► atan(12)) S = 1.05 ROOF PLAN AREA EACH LEVEL: PLAN PERIMETER FOR EACH LEVEL: R1 := 1376ft2•S (Upper Roof Area) Weight of Structure at Each Level: Story Weight at Main level: wl := 15•psf•(R1) + 10•psf•8•ft•(Pi) Shear at each Level: F := 1.0 (F•SDS•w1) VIE : = R P1 := 2(31ft) :- 2(43ft) (Main Floor) (weight of roof, and wall) F =1.0 for one -story building F =1.1 for two -story building F =1.2 for three -story building VIE = 5478.81 lb Story Shear at:Main. Floor *World of Designs & Engineers* 1 1 -71 AE. mcd Design by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 WIND DESIGN USE ANALYTICAL PROCEDURE OF ASCE 7 -05 SECTION 6.5 ENCLOSED LOW -RISE BUILDING LESS THAN 60 FEET IN HEIGHT WIND EXPOSURE = B 85 mph WIND SPEED Equation 6 -18 p= gh[(GCpf) - (GCpi)] Mean Roof Height h := 15.ft qh = 0.00256KZKnKdv21 = Velocity Pressure Evaluated at mean Roof Height h (Equation 6 -15) GCpf = External Pressure Coefficients per Figure 6 -10 GCpf = Internal Pressure Coefficients per Figure 6 -5 K15 := 0.70 Velocity Pressure Exposure Coefficients at z < 15ft (Table 6 -3) K20 := 0.70 Velocity Pressure Exposure Coefficients at 15ft < z < 20ft (Table 6 -3) K25 := 0.70 Velocity Pressure Exposure Coefficients at 20ft < z < 25ft (Table 6 -3) K30 := 0.70 Velocity Pressure Exposure Coefficients at 25ft < z < 30ft (Table 6 -3) K40 := 0.76 Velocity Pressure Exposure Coefficients at 30ft < z < 40ft (Table 6 -3) Kd := 0.85 Wind Directionality Factor (Table 6-4). v := 85 Wind Speed per Hours (Figure 6 -1). 1:= 1.0 Important Factor (Table 6 -1). *World of Designs & Engineers* 11- 71AE.mcd Design by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Velocity Pressure ((1,) Evaluated at Height z (Equation 6 -15) q15 0.00256•K15•Kd•v2•I q15 = 11.01 q20 := 0.00256•K20•Kd•v2•I q20 = 11.01 A25 := 0.00256•K25•Kd•v2.1 925 = 11.01 q30 0.00256•K30•Kd•v2•I q30 = 11.01 q40 0.00256•K40•Kd•v2•I 940 = 11.95 Internal Pressure Coefficients (Figure 6 -5) GCpi :_ .18 +/- The Internal Pressures on Windward and Leeward Walls will offset each other for the lateral design of the overall building and will therefore be ignored for this application. External Pressure Coefficients w/ Roof Pitch = 7/12 (30 degrees) to 12/12 (45 degrees) (Conservatively taken from Figure 6 -10) GCpfl :_ .56 GCpf1E :_ .69 GCpfz := .21 GCpf2E :_ .27 GCpf3 := —.43 GCpf3E := —.53 GCpf4 := —.37 GCpf4E :_ —.48 *World of Designs & Engineers* 11 1 1 -71 AE. mcd PROPOSED RIGHT ELEVATION SCALE : I/4' • 1' -0' 5/4 X 4 WNDOW 1RIN SUB FLOOR APPROX. GRADE APPROLGRADE 1Sr x 4 CORNER B0. TV. 5/4 x 10 BAND BD. TW. PROVIDE STEPS ' YRAP P.T. 6 x 6 DN. TO GRADE POST W/ 1 x CEDAR TW. PROPOSED FRONT ELEVATION - VERIFY SHEAR WALL NAJUNG AND HOLOONNS ARE PER PUN AND SCHEDULE PRIOR TO INSTALLING SIDING SCALE : I/4' • 1' -0' A a. ✓ii 1 ii 12 i CO DI 8 mi " Qu II ■ APPROLGRADE 1Sr x 4 CORNER B0. TV. 5/4 x 10 BAND BD. TW. PROVIDE STEPS ' YRAP P.T. 6 x 6 DN. TO GRADE POST W/ 1 x CEDAR TW. PROPOSED FRONT ELEVATION - VERIFY SHEAR WALL NAJUNG AND HOLOONNS ARE PER PUN AND SCHEDULE PRIOR TO INSTALLING SIDING SCALE : I/4' • 1' -0' PROPOSED MAR ELEVATION 36• wG( DAMS APPROX GRADE SCALE : 1/4' • I' -0' PROPOSED LEFT ELEVATION SCALE = 1/4' • I' -0' IG Design by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 P15.1 := 915.(GCpfl)•psf P15.2 915.(GCpf2)•psf P15.3 915.(GCpf3)•Psf P15.4 915•(GCpf4)•Psf P20.1 920'(GC0fl)•psf P20.2 920'(GCpf7)•psf P20.3 920•(GC03)•psf P20.4 = 920.(GCpf4)•Psf P25.1 925•(GCpfl)•psf P25.2 925.(GCpf2)•psf P25.3 925'(GCpD)•psf P25.4 925.(GCpf4)•psf 1315.1= 6.161bft2 P15.2= 2.311bft2 P15.3=- 4.731bft2 P15.4=- 4.071bft2 P20.1= 6.161bft2 P20.2= 2.311b$2 P70.3=- 4.73Ibft2 P70.4=- 4.07Ibft2 P25.1= 6.161bft2 P25.2= 2.311bft2 P25.3 = -4.73 lb ft -2 P25.4=- 4.07Ibft2 WIND AT ROOF LEVEL (all sides) W1 (P15.1 - P15.4).5 ft + (P15.2 - P15.3)•Sft P15.1E 915.(GCpflE)•Psf P15.2E 915•(GCpf2E)'Psf P15.3E 915•(GCpf3S)•psf P15.4E g15-(GCpf4E)•psf P20.1E 920'(GCpf1E)'Psf P20.2E 920.(GCpf2E)•psf P20.3E:= g20'(GCpf3E)•Psf P20.4E 920-(GCpf4E).Psf P25.1E 925'(GCpflE)'Psf P25.2E 925•(GCpf2E)•psf P25.3E 925.(GC0-3E)•psf P25.4E 925•(GCpf4E)•Psf END ZONE WIND AT ROOF LEVEL - - -- -(all sides)--------- - WIE (P15.1E - P15.4E)•5ft + (P15.2E - P15.345ft But not Tess than 10 psf over the projected vertical plane. W1 := 10•psf•10•ft W1= 1001bft1 W1E= 108.41bft1 P15.1E= 7.591bft2 P15.2E= 2.971bft2 P15.3E = -5.83 Ibft2 PI5.4E = - 5.281b ft -2 P20.1E= 7.591bft2 P20.2E= 2.971bft2 P20.3 E = -5.83 lb ft -2 P20.4E = - 5.281b 11-2 P25.1E = 7.591bft2 P25.2E = 2.971b ft-2 P25.3E = - 5.831b ft -2 P25.4E = -5.28 lb ft -2 *World of Designs & Engineers* 6 1 1 -71 AE. mcd ...-NEW WNW'. TYPICAL REMOVED WALL TYPICAL - PROPOSED FLOOR PLAN SCALE : 1/4' ■ Design by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Shear wall line A: Step 1. Wind analysis on wall Wind loads per foot: W1 = 1001bft WIB = 108.41bft1 Distance between shear wall: L1 := 40•ft Shear wall panels: La := (5 + 5 + 3 + 5)ft La= 18 ft Percent full height sheathing: % := 10 ftl 100 % = 100 10•ft) Wind Force: va (W1 + WIE) Ll 2 2 La Step 2. Seismic analysis on wall Seismic Weight per level: Seismic Force: Ea :_ La Max Opening Height = Oft-Oin, Therefore C0:= 1.00 per IBC Table 2305.3.8.2 va = 115.781b ft 1 va = 115.781b ft 1 Co Wind Toads per foot VIE = 5478.81 lb VIE L1 0.7p • Lt 2 Assumed p := 1.0 Bldg Width in direction of Load: Lt := 42•ft Ea = 101.461b ft 1 a= 101.461b ft 1 Co Step 3. Checking Overturning Moment & Holdown on Wall Seismic Toads per foot Overturning Moment on Wall: Plate Height: Pt:= 8.0.ft Base Plate Nail Spacing (2003 NDS Tabie11N) La:= 3-ft OTM := va-La-Pt OTM = 2778.671bft 16d Common Nails & 1 -1/2" Plate Hem -Fir Dead Load Resisting Overturning: ZN := 122•lb CD := 1.33 Z'N := ZN•CD Z'N = 162.261b Z'N Per Nail WR := 0.6(15•psf)•20•ft•La+ 0.6•(10•psf)•Pt•La Bp := — Bp = 1.4ft va La DLRM := WR• 2 Holdown Force & Net Uplift: DLRM = 10261b ft OTM - DLRM HDFa Co' La Step 4. Shear Wall Summary: Wind Force: va = 115.781b ft 1 Co HDFa = 584.221b Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir As := 830•1b CD := 1.6 ZB := As•CD ZB = 13281b As := ZB Co As = 11.47ft Per Bolt va Seismic Force: Ea 1 = 101.461b ft Co SHEATHING & NAILING PER EXISTING B.P. Nailing Spacing A.B. Spacing Holdown Force: Bp = 1.4 ft As = 11.47ft HDFa = 584.22 lb 16d @ 16" o.c. 5/8" A.B. @ 72" o.c. Holdown Types: No Holdown *World of Designs & Engineers* 117 11- 71AE.mcd 6esign by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Shear wall line B: Step 1. Wind analysis on wall Wind loads per foot: W1 = 1001bft1 W1E= 108.41bft 1 Distance between shear wall: Li := 42-ft Shear wall panels: Lb := (5 + 5 + 4 + 4)ft Lb= 18 ft Percent full height sheathing: % :_ (10.ftl 100 % = 100 I\ 10.ft /I Wind Force: vb (W1 + WIE) L1 2 2 Lb Step 2. Seismic analysis on wall Max Opening Height = Oft-Oin, Therefore C0:= 1.00 per IBC Table 2305.3.8.2 vb= 121.571bft1 b = 121.571bft1 Co Wind loads per foot Seismic Weight per level: VIE = 5478.81 Ib Seismic Force: Eb VIE Ll 0.7p Lt 2 Lb Assumed p := 1.0 Eb = 106.53 Ib ft l Step 3. Checking Overturning Moment & Holdown on Wall Bldg Width in direction of Load: Lt := 42.ft Eb l = 106.531bft Co Seismic bads per foot Overturning Moment on Wall: Plate Height: Pt:= 8.0•ft Lb := 4-ft OTM := vb•Lb•Pt OTM = 3890.14 lb ft Dead Load Resisting Overturning: WR := 0.6(15•psf)•2•ft•Lb + 0.6•(10•psf)•Pt•Lb Base Plate Nail Spacing (2003 NDS Tablel l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122-lb CD := 1.6 Z'N := ZN-CD Z'N = 195.21b B := Z'N = 1.61 ft Per Nail P vb p L DLRM := WR• b DLRM = 528 lb ft Anchor Bolt Spacing (2003 NDS Table 11E) 2 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: OTM - DLRM HDFb Co. Lb Step 4. Shear Wall Summary: HDFb = 840.541b As := 830.1b CD := 1.6 ZB := As-CD ZB = 13281b As := ZB Co As = 10.92 ft Per Bolt vb Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: vb = 12l .571b ft l Bb = 106.531b ft 1 Bp = 1.61 ft Co Co 16d @ 16" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf As = 10.92 ft HDFb = 840.541b 5/8" A.B. @ 72" o.c. Holdown Types: No Holdown *World of Designs & Engineers* 1■ 11- 71AE.mcd Design by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Shear wall line C: Step 1. Wind analysis on wall Wind Toads per foot: w1 = 1001bft I W1E = 108.41bft 1 Distance between shear wall: LI := 31.ft Shear wall panels: Lc := (12 + 23)ft Lc = 35 ft (Percent full height sheathing: % := 1U ft 100 % = 100 Max Opening Height = Oft-Oin, Therefore C0:= 1.00 10•ft) per IBC Table 2305.3.8.2 Wind Force: vc (WI + WIE) LI 2 2 vc = 46.151bft 1 cc = 46.151b ft Lc Co ft Step 2. Seismic analysis on wall Seismic Weight per level: Seismic Force: Ec Wind Toads per foot VIE = 5478.81 lb VIE L1 0.7p • Lt 2 Lc Assumed p := 1.0 Bldg Width in direction of Load: Lt := 31.ft Ec = 54.791b ft-1 Step 3. Checking Overturning Moment & Holdown on Wall Ec = 54.791b ft - Co Seismic loads per foot Overturning Moment on Wall: Plate Height: Pt:= 8.0•ft Lc := 12•ft OTM := Ec•Lc- Pt OTM = 5259.66lbft Dead Load Resisting Overturning: WR := 0.6(15•psf)•2•ft•Lc + 0.6•(10•psf)•Pt -Lc Base Plate Nail Spacing (2003 NDS Tabie11N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•Ib CD := 1.33 Z'N := ZN•CD Z'N = 162.261b B := Z'N B = 2.96 ft Per Nail P • E p c L DLRM := WR• - DLRM = 47521bft Anchor Bolt Spacing (2003 NDS Table 11E) 2 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir Holdown Force & Net Uplift: As := 830•1b CD := 1.6 ZB := As-CD ZB = 13281b OTM - DLRM HDFc := HDFc = 42.3 Ib ZB.00 Co•Lc As := As = 24.24ft Per Bolt Ec Step 4. Shear Wail Summary: Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: vc = 46.151bft1 Bc = 54.791bft 1 Bp = 2.96 ft - Co Co 16d @ 16" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 pif As = 24.24 ft HDFc = 42.3 Ib 5/8" A.B. @ 72" o.c. Holdown Types: No Holdown *World of Designs & Engineers* 1 1 -71 AE. mcd I5esign by : B.T. 12/1/2011 10:12 AM PROJECT : Lee Perry Remodel Achor, Inc. *World of Designs & Engineers* 33919 9th Ave. S. Suite 102 Federal Way, WA 98003 Shear wall line D: Step 1. Wind analysis on wall Wind loads per foot: Ail = 1001bft 1 W1E = 108.41bft 1 Distance between shear wall: L1 := 31•ft Shear wall panels: Ld := (31)ft Ld = 31 ft Percent full height sheathing: Wind Force: vd 10 •ft Max Opening Height = Oft-Oin, Therefore Co:= 1.00 := 100 % = 100 10-ft per IBC Table 2305.3.8.2 (w1 + W1E) Ll 2 2 vd = 52.11b ft 1 vd 1 - 52.1 lb ft Ld Co Step 2. Seismic analysis on wall Seismic Weight per level: Seismic Force: Ed :_ Wind loads per foot VIE = 5478.811b Assumed p := 1.0 Bldg Width in direction of Load: Lt := 31.ft VIE L1 0.7p•— — E Lt 2 Ed = 61.861b ft 1 = 61.861b ft 1 Ld Co Step 3. Checking Overturning Moment & Holdown on Wall Seismic Toads per foot Overturning Moment on Wall: Plate Height: Pt:= 8.0-ft Ld := 31•ft OTM := Ed -Ld•Pt OTM = 15340.671bft Dead Load Resisting Overturning: WR := 0.6(15.psf).2.ft.Ld + 0.6•(10•psf)•Pt•Ld Ld DLRM := WR• 2 DLRM = 31713 lb ft Holdown Force & Net Uplift: OTM - DLRM HDFd := HDFd = -528.141b Co'Ld Step 4. Shear Wall Summary: Base Plate Nail Spacing (2003 NDS Tablet l N) 16d Common Nails & 1 -1/2" Plate Hem -Fir ZN := 122•lb CD := 1.33 Z'N := ZN'CD Z' N Bp := Bp =3.11ft vd Z'N = 162.261b Per Nail Anchor Bolt Spacing (2003 NDS Table 11E) 5/8" Dia. Bolt (6" Embed) & 1 -1/2" Plate Hem -Fir As := 830•lb CD := 1.6 ZB := As•CD ZB = 13281b As := ZB Co As = 25.49 ft Per Bolt vd Wind Force: Seismic Force: B.P. Nailing Spacing A.B. Spacing Holdown Force: vd = 52.1 lb ft I Ed = 61.86 lb ft 1 Bp = 3.11 ft As = 25.49 ft HDFd = -528.141b Co Co 16d @ 16" o.c. 5/8" A.B. @ 72" o.c. P1-6: 7/16" Sheathing w/ 8d nails @ 6" O.C. Wind Capacity = 339 plf Seismic Capacity = 242 plf Holdown Types: No Holdown *World of Designs & Engineers* Z' 1 1 -71 AE. mcd 09 -04 -2012 • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director JAVIER LUNA 33530 1ST WY S, SUITE 102 FEDERAL WAT WA 98003 RE: Permit No. D11 -381 PERRY RESIDENCE 13342 34 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/20/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/20/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D11 -381 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 When notarized submit to: City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 20120106000367 EXCEL HOMES IN EAS 64.00 PAGE -001 OF 003 01/06/2012 10:18 KING COUNTY, UA PRIVATE PROPERTY EASEMENT Grantor(s): Lee Perry Site Address: 13342 34th Avenue South, Tukwila, WA 98168 King County Assesor's Tax Parcel No.: 735860 -0120 Legal Description of Subject Property (abbreviated): ROBBINS ORCHARD ADD TO RIVERTON RECEIVED JAN 0 6 2012 PERMIT CENTER Grantee: Lance Oyler THIS PRIVATE PROPERTY EASEMENT is between Lee C. Perry, hereinafter "Grantor," and Lance Oyler, hereinafter "Grantee." For and in consideration of Ten Dollars ($10.00) and other good and valuable consideration, the adequacy and receipt of which is hereby acknowledged, Grantor hereby conveys, grants, and warrants to Grantee a permanent non- exclusive easement ( "Easement ") for driveway access and quite enjoyment, including all appurtenances related thereto, under, over, through, upon, and across the real property as shown on the map attached as Exhibit A. Grantee shall have the right, without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon the Easement for the purpose of maintaining, removing, repairing, replacing, and using the easement for driveway access and quiet enjoyment. The Grantee shall, if the easement is disturbed by the maintenance, removal, repair, or replacement of the easement area, restore the surface of the easement to a condition substantially equal to the condition that existed prior to the commencement of the maintenance, removal, repair, or replacement. The Grantor shall have the right to use the surface of said easement area so long as Grantor's use does not interfere with the work of repairing, removing, replacing, and maintenance of the easement area, provided that no permanent building or structure of any kind shall be located on said Easement. This Easement and the covenants herein shall be covenants running with the land and shall benefit and bind the parties and their respective successors and assigns. Grantor warrants that Grantor has good title to the property, and warrants Grantee's title to quiet enjoyment of the Easement conveyed herein. STATE OF WASHINGTON COUNTY OF KING SS. ) Dated this t' day of , 2012 GRANTOR(S) 1N Z* 57,q7E U*.$ / **i7O / coufr TY ie/44, /N 'ifs u-ra n/ " .My £ /4' 79E YE-79-2- 7-0/2- } -6"2-C1"1-4 /'A7-A eyA y,e.o A A/ofot-y P4c6 //c said S/ tc , persona y/ a pp6 r.e.o/ r 7C1 1 /U . 1'-Y Pa /,6L:e S/6,4 741/4 : flit n 7 1 .two /rzcs :., and' for LEE C . P/L y 0 lit‘ ■ j0V 04 _ PRIVATE PROPERTY EASEMENT EXHIBIT A 13342 34th AVE. S TUKWILA, WA 98168 1 (0 N 1 ALLEY 40' 50.00' 270' EXISTIAG DRIVEWAY E XIS TING ::•l..P Gr 31' 1 ( r �E�CST. f]ra: r Pt. £F QCdd 1.6 I j i I :;f; • ;--1-4-- 1 f,11':► 1111 1146 „ c i -..r"4 PerAtrEls1' 4,! (u •rlr•ti ,ir�fl•r') �tn%ti.::It t, • .1 i, •i r, .,`I 4.. 1 ;r r•rrriLuiri --- t - .1.+444 -, L it—di ,1th„ , , 1 •,t r1', _ - 1 tre :7,;'•::1111, trill .1w vswies■ 1 .1.., .r.. • rt {, „.•f • If •.1,uf,Yi1ir rf. 61717 •:it . :,...nt, •• kfiil.• , • :r1' 7iit 50,00? 1110., .1.00 I lu. yidn — -• -!r-- ,,.•,r,,i. .1f i.,:r If..rt:.I” 341TH 'AVENUE '810UTII. 77;! 1717 ii: , ii,. 1ri1u 11171 f'trl,ti ,tt • ,r:u 111 .._........__.._.... - - - ...._..__.._r.. 272' 3FT x 120FT EASEMENT 274' (1Y' .. .) 11 ,., 7 In fr�li � AL : R�BBIINS ORCHARD ADD TO RIVERTON Sli€iRJAN c 2011 Residerstiol Group. !LC 35109 Pacific Highway S Federol lacy, WA 98003 253 -835 -1516 SCALE 1' = 20' ' Ce D.n aer PurreV f STATE OF WASHINGTON County of King The Director of Records &''licensing. King County, State of Washington and exofficio Recorder of Deeds and other instruments. do hereby certify the foregoing copy has been ► , , ; ,,,..„ compared with the original inst rument as the same appears • '. 1` ..; on file atr>il 14.114111'1i c in t he office and that the same is a true and perfect transcript of said original and of the whole thereof i.�• i - Witness my him(' and official seal this diiy or JAN fl 8 21119 20 Director of Records & I,icunsine ` Depufy L , 4 e6 l...._ • • The Residential Group, LLC. World of Designs & Engineers 35109 Pacific Highway S Federal Way, WA 98003 Ph: 253 - 835 -1516, fax 253 -441 -4207 December 12, 2011 Attn: City of Tukwila, Department of Planning & Development (Permit # D11 -381) Re: Lee Residence 13342 34th Ave. S Tukwila, WA 98168 This letter is in response to your plan review comments for the above - referenced plan. The responses are listed is in the order of the review comments. 1) The drawing sheet A2 had been revised for this review comments. 2) The drawing sheet A3 had been revised for this review comments. Please feel free to give the office a call if you have any questions. Sincerely, Binh Tran President -CEO CORRECTION LTR #_t_. bi\38I RECEIVED DEC 20 2011 PERMIT CENTER City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 16, 2011 Javier Luna 33530 1St Wy S, Ste 102 Federal Way, WA 98003 RE: Correction Letter #1 Development Permit Application Number D11 -381 Perry Residence —13342 34 Av S Dear Mr. Luna, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, shall ician en File No. D11 -381 tikcji.462 W:\Permit Center \Correction Letters\2011\D11 -381 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Perry Residence Permit #: D11 -381 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plan shows the furnace room located within the living space. General notes refer to requirements for fuel burning appliances within living spaces. However the plan shows the furnace and water heater in an open closet inside the laundry room. Per my conversation with Javier Luna, the existing heating is electric, however they intend to install gas fired heating appliances. Revise the plan to show the room for the furnace and water heater located in a room that is weather sealed from the living space. The room shall also be provided with outside combustion air for the fuel burning appliances per code.(IRC G2407.6, G2406.2, M1305.1) 2. Show the elevations on sheet A3 as north south east and west. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • • PIE j^ ti) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 011 -381 DATE: 12 -20-11 PROJECT NAME: PERRY RESIDENCE SITE ADDRESS: 13342 34 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: building Division Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-22-11 Complete Incomplete 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 n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 01 -19-12 Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • i 4 • Y p T Ar ' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -381 DATE: 12 -02 -11 PROJECT NAME: PERRY RESIDENCE SITE ADDRESS: 13342 34 AV S X Original Plan Submittal Response to Correction Letter # Revision # After Permit Issued Response to Incomplete Letter # DEPA TMENTS: uilding Division b 12 ublic Works Ato OA- Die Fire Prevention Structural <\- 1)---7-t Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -06 -11 Complete Incomplete n Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 01-03-12 Not Approved (attach comments) t Permit Center Use Only _ I CORRECTION LETTER MAILED: `L4`(BI t1 Departments issued corrections: Bldg! Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 CityIf Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far; etc. Date: 12—/ 2_0 Plan Check/Permit Number: ❑ Response to Incomplete Letter # ET Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner t_r= PE2�Ly Project Name: 12-a 5 -N c Project Address: 13 3 Li Z 3'-17H AVE S � MAK —1,U 1L--" 'T 1U Contact Person: 3A -v cr--,2 L uni /l Phone Number: 2Gza '1,-11 962- c_T Summary of Revision: 2 S3 . Z 33. 0 ? 23- Orin CE fir=— f "T7A---c - CF-77- ECEIVED WV OF TUKWILA IOEC 20 2011 PE11M1T CEO Sheet Number(s): A- » 1 tic 7 "Cloud" or highlight all areas of revision including date of revis n c c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 6)".) -C% 1 I H: Applica ionsWoma- Applications On Line \2010 Applic timuV -2010 - Revision Submitnl.doc C, ated: 8-13-2004 Revised: 7 -2010 Contractors or Tradespeople P1ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company EXCEL HOMES INC 2062370727 Po Box 23099 Federal Way WA 98093 King Corporation UBI No. Status License No. License Type Effective Date 602978044 Active EXCELHI918R9 Construction Contractor 12/29/2009 Expiration Date 12/29/2013 Suspend Date Specialty 1 General Specialty 2 Unused Business Owner Information Name Role Effective Date Expiration Date ALLEN, DONALD P President 12/29/2009 Amount Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 American Contractors Indem CO 100156907 03/09/2011 Until Cancelled $12,000.00 03/09/2011 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 12/29/2009 1/24/2011 Bond 3/2/2011 $12,000.00 12/29/2009 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 LIBERTY NORTHWEST INS CORP BLW54614940 11/12/2010 11/12/2012 $1,000,000.00 11/04/2011 1 LIBERTY NORTHWEST INS CORP BH054351534 12/23/2009 12/23/2010 $1,000,000.0012 /29/2009 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 10-2- 37167- 2SEA DEPT OF REVENUE InterPlead: No KING Date: 10/25/2010 Amount: $4,980.00 Savings: 5310725565 Date: 12/08/2010 Amount: $3,814.21 Closed /Satisfied Date: 01/24/2011 Amount: $3,814.21 Savings Account Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 12/29/2011 GENERAL NOTES: CODES: DESIGN 15 IN ACCORDANCE WITH THE 2009 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF 25 PSF (PG) FLOOR ._.40 PSF DECKS...,.., 60 PSF LATERAL.._....WIND EXPOSURE B 85 MPH SEISMIC___PER ZONE D SITE U JORK: UNLESS A 5OIL5 INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED NE FOUNDATION DESIGN 15 BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF 1500 PSF. EXTERIOR FOOTING SHALL BEAR 18' MINIMUM BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOIL. ALL BACK FILL MATERIAL SHALLBE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL NOT INTERFERE WITH DIRECT LOAD PATH OF COLOMNS. CONCRETE: REFER TO STRUCTURAL NOTES. CARPENTRY: FOR LUMBER STRENGTH (REFER TO STRUCTURAL NOTES WOOD VEARING ON OR INSTALLED WITHIN 1 -INCH OF MASONRY OR CONCRETE TO BE TREATED WITH AN APPROVED PRESERVATIVE. SOLID BLOCKING OF NOT LESS THAN 2X THICKNESS SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTING OF JOIST AND RAFTERS. ALL NON BEARING WALLS OR PARTITIONS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD OR RAFTER WITH AN APPROVED FASTENER TO ENSURE THAT THE T4RUS5 BOTTOM CHORD OR RAFTER WILL NOT BEAR ON THE WALL OR PARTITION. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSSES. ALL ROOF TRUSSES SHALL BE FRAMED AND TIED INTO THE FRAME WORK AND SUPPORTING WALLS 50 AS TO FORM INTEGRAL PART OF THE WHOLE STRUCTURE. ROOF TRUSSES SHALL HAVE JOINTS WELL FITTED AND SHALL HAVE ALL TENSION MEMBERS WELL TIGHTENED BEFORE ANY LOAD 15 PLACED UPON THE TRUSS. DIAGONAL AND SWAY BRACING SHALL BE USED TO BRACE ALL TRUSSES. FIREPLACES: ALL MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED TO CONFORM TO ALL APPLICABLE PORTIONS OF BUILDING, MECHANICALL AND ENERGY CODES. FLUE LINER MINIMUM, 5/8 -INCH FIRE CLAY (OR EQUIVALENT) PER IRC. FLUE AREA SPECIFICALLY DESIGNED TO SUPPORT ADDITIONAL LOADS. ALL FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING FLUE DAMPERS, OPERATED WITH A READILY SOURCE OF COMBUSTION AIR MINIMUM DUCT SIZE OF 6 SQUARE INCHES IN AREA PROVIDED WITH READILY ACCESSIBLE DAMPER LOCATED IN FRONT PART OF FIREBOX. PREFABRICATED FIREPLACES, CHIMNEYS, AND RELATED COMPONENTS TO BEAR UF. OF IRC SEAL OF APPROVAL AND TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. HEARTH SHALL EXTEND 20- INCHES (MN) IN FRONT OF AND 12- INCHES (MIN) BEYOND EACH SIDE OF FIREPLACES OPENINGS. FIREPLACES SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOORS. INSULATION AND MOISTURE PROTECTION: UNLESS NOTED OTHERWISE, INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODES. INSULATION BAFFLES TO MAINTAIN I -1 INCH CLEAR SPACE ABOVE INSULATION. BAFFLES TO EXTEND 6- INCHES ABOVE BATT ,INSULATION. BAFFLES TO EXTEND 12- INCHES ABOVE LOOSE FILL. INSULATION. INSULATE BEHIND BATHTUBS, SHOWERS, PARTITIONS AND CORNERS. FACE STAPLE BATT. FRICTION HT FACED BATT. USE 4 MIL (0.004') POLYETHYLENE VAPOR BARRIER AT WALLS. USE PYA PAINT WITH A DRY CUP PERM RATING OF ON (MAX) R -10 INSULATION UNDER ELECTRIC WATER HEATERS. I. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS, OPENINGS AT PENETRATION OF UTILITY SERVICE THROUGH WALLS, FLOORS, 4ND ROOF, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CALKED, GASKETED OR WEATHER- STRIPPED TO LIMIT AIR INFILTRATION. 2. ALL EXTERIOR DOORS, OTHER THAN FIRE -RATED DOORS, SHALL BE DESIGNED TO LIMIT AIR INFILTRATION AROUND THEIR PERIMETER WHEN IN A CLOSED POSITION. DOORS BETWEEN RESIDENCE AND GARAGE ARE NOT CONSIDERED 'FIRE - RATED' AND MUST MEET THE ABOVE REQUIREMENT. 3. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO ADMIT AIR INFILTRATION INTO OR FROM THE BUILDING ENVELOPE WHICH SHALL BE SUBSTANTIATED BY TESTING TO STANDARD ASTM E 283.13 SITE BUILT AND MILLWORK SHOP MADE WOODEN SASH ARE EXEMPT FROM TESTING BUT SHALL BE WEATHER- STRIPPED, CAULKED AND MADE TIGHTLY FITTING. VAPOR BARRIERS / GROUND COVERS: AN APPROVED VAPOR BAARRIER SHALL BE PROPERLY INSTALLED IN FLOOR DECKS, IN ENCLOSED FRAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND AT EXTERIOR WALLS INSETSTAPLED BATT WITH A PERM RATING LESS THAN ONE MAY BE INSTALLED IF THE VAPOR BARRIER IS TO THE WARM SIDE, STAPLES SHALL BE PLACED NOT MORE THAN 8- INCHES AND GAPS BETWEEN NE FACING AND THE FRAMING SHALL NOT EXCEED -'w NCR A GROUND COVER OF 6 MIL (0.006') BLACK POLYETHYLENE OF EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND 70 THE FOUNDATION WALL. THE NET FREE VENTILATION AREA FOR ATTIC VENTILATION MAY BE 40 OF NE AREA OF THE VENTILATED SPACE PROVIDED THAT A VAPOR BARRIER HAVE A PERM RATING NOT EXCEEDING ONE IN INSTALLED ON THE WARM SIDE OF THE INSULATION. 'CLIMATE ZONE 1' TABLE 6 -1 PRESCRIPTIVE REQUIREMENTS FOR GROUP 'R' OCCUPANCY OPTION Glazing area % of Floor Glazing U- Factor Door 9 -U- VALUE 1 Ceding Vaulted s Ceiling Wall rz Above Grade Wall Int. Below 4 Grade WaII Ext. Below 4 Grade 5 Floor Slab 6 On Grade Vertical x Overhead R -49 I 13% 034 050 020 R -38 R -21 Intl R -2I R -10 R -30 R -10 R -38 ADV. TB 2'-0' R -49 E 25% 032 0.50 020 R -38 R -38 R -21 intl R -21 R -10 R -30 R -10 ADV. TB 2' -0' R -49 IT UNLIMITED 030 050 020 R R R R -30/ R -10 38 ADV. -38 -21 intl R -2l TB R -I0 U -0.029 2' -0' STAIRS, LANDINGS, 4 +HALLWAYS: CIRCULAR STAIRWAYS CONFORMING TO THE REQUIREMENTS OF TI-115 SECTION MAY BE USED AS .4 MEANS OF EGRESS COMPONENT IN ANY OCCUPANCY. THE MINIMUM WIDTH OF RUN 51-IALL NOT BE LESS THAN 10- INCHES AND THE SMALLER STAIRWAY RADIUS SHALL NOT BE LESS THAN TWICE THE WIDTH OF THE STAIRWAY. WINDING STAIRWAYS IN GROUP R, DIVISION 3, OCCUPANCIES AND IN PRIVATE STAIRWAYS IN GROUP R, DIVISION 1 OCCUPANCIES. WINDING STAIRWAYS MAY BE USED IF THE REQUIRED WIDTHOF RUN 15 PROVIDED AT A POINT NOT MORE THAN 12- INCHE5 FROM THE SIDE OF THE STAIRWAY WHERE THE TREADS ARE NARROWER, BUT IN NO CADE SHALL THE WIDTH OF RUN BE LESS THAN 6- INCHE5 AT ANY POINT. SPIRAL STAIRWAYS IN GROUP R, DIVISION 3 OCCUPANCIES AND IN PRIVATE STAIRWAYS WITHIN INDIVIDUAL UNITS OF GROUP R, DIVISION 1 OCCUPANCIES, SPIRAL STAIRWAYS MAY BE INSTALLED. SUCH STAIRWAYS MAY BE USED AS A REQUIRED MEANS OF EGRESS COMPONENT WHERE THE AREA SERVED 15 LIMITED TO 400 SQUARE FEET. THE TREAD SHALL PRESENTA CLEAR WALKING AREA MEASURING AT LEAST 26- INCHES FROM TH EOUTER EDGE OF THE SUPPORTING COLUMN TO NE INNER EDGE OF THE HANDRAIL. A RUN OF AT LEAST 1- 1 /2- INCHE5 SHALL BE PROVIDED AT A POINT 12 INCHES FROM WHERE THE TREAD IS THE NARROWEST. THE RISE 51-1ALL BE SUFFICIENT TO PROVIDE 6 FOOT 6 INCH HEADROOM. THE RISE SHALL NOT EXCEED 9 -1/2 INCHES. DOORS, WI-IN FULLY OPENED, AND HANDRAILS 51-IALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 1 INCHES. DOORS IN ANY POSITION SHALL NOT REDUCE NE REQUIRED WIDTH BY MORE THAN NONE HALF. OTHER NONSTRUCTURAL PROJECTIONS SUCH AS TRIM AND SIMILAR DECORATIVE FEATURES MAY PROJECT INTO THE REQUIRED WIDTH 1 1/2 INCHES FROM EACH SIDE. MECI-IAN I CAL : SOLID FUEL BURINING APPLIANCES INCLUDE AIRTIGHT STOVES, FIREPLACE STOVES, ROOM HEATERS, FACTORY BUILT FIREPLACES AND FIREPLACE INSERTS. ALL SOLID FUEL BURNING APPLIANCES 51-1ALL COMPLY WITH THE PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND THE MECHANICAL CODE. HEATING EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A TEMPERATURE OF 10 DEGREES FAHRENHEIT AT A HEIGHT OF 3 -FEET ABOVE THE FLOOR IN ALL HABITABLE ROOMS WHEN THE OUTSIDE TEMPERATURE 15 AS SET FORTH IN THE W.S.E.C. 1. FUEL BURNING APPLIANDCES LOCATED WITHING THE BUILDING ENVELOPE SHALL OBTAIN AIR FROM OUTDOORS, MEETING THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE. 2. FUEL BURNING APPLIANCES LOCATED WITHIN THE BUILDING ENVELOPE SHALL MEET THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. 3. DUCTWORK LOCATION AND SCORSE OF COMBUSTION AIR SHALL MEET THE PROVISIONS OF THE INTERNATIONAL MECHANICAL CODE. ALL WARM AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GASS CODE. APPLIANCES INTENDED FOR INSTALLATION IN CLOSETS, ALCOVES OR CONFINED SPACES SHTALL BE SO LISTED AND INSTALLED PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. NO WARM AIR FURNACE 51-IALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOMS OR SPACES, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRIC HEATING FURNACES PER THE INTERNATIONAL MECHANICAL CODE OR INTERNATIONAL FUEL GAS CODE. LIQUEFIED PETROLEUM GAS BURNING APPLIANCES 51-IALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GASES MIGHT COLLECT. APPLIANCES 50 FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OF BASEMENT UNLESS SUCH LOCATION IS PROVIDE WITH AND APPROVED MEANS FOR EMOVAL OF UNBURNED GAS PER THE INTERNATIONAL MECHANICAL CODE AND INTERNATIONAL FUEL GAS CODE. SEPARATE PERMIT REQUIRED FOR 13Seatibmcwinaill'echamcdp City of Tukwila BUILDING DIVISION DOORS, WJINDOWS AND SKYLIGHTS: DOORS TO THE EXTERIOR SHALL HAVE ,4 MAXIMUM 1 -I/2 -INCH STEP TO A MINIMUM 36 -INCH DEEP LANDING. ALL GLAZING 51-IALL MEET THE REQUIREMENTS OF THE W.S.E.C. TABLE 6 -1 UNLESS NOTED OTHERWISE. ALL SKYLIGHTS AND SKYWALLS 51-IALL HAVE LAMINATED GLASS UNLESS NOTED OTHERWISE. ALL BEDROOM EMERGENCY EGRESS WINDOWS 5HALL HAVE A MINMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. MINIMUM NET CLEAR OPEN ABLE WIDTH OF 26- INCHE5 AND A MINIMUM NET CLEAR OPENING HEIGHT OF 24- INCHES, MAXIMUM FINISHED SILL HEIGHT OF 44- INCHES ABOVE FLOOR ALL FACTORY BUILT WINDOWS TO BE CONSTRUCTED TO PERMIT MAXIMUM INFILTRATION OF 05 CFM PER LINEAL FOOT OF OPERABLE SASH PERIMETER AS TESTED BY STANDARD ASTM E 283.13. SITE BUILT AND MILLWORK 51-10P BUILT WOODEN 54514 ARE EXEMPT FROM INFILTRATION CRITERIA ABOVE, BUT SHALL PERMIT MAXIMUM INFILTRATION OF 05 CFM PER SQUARE FOOT OF DOOR AREA SET PLANS FOR: I. MAXIMUM GLAZING AREA 2. GLAZING MANUFACTURER AND MODEL NUMBER 3. WEIGHTED UA CALCULATIONS FOR SUBSTANDARD GLAZING. SAFETY GLAZING LOCATIONS PER INTERNATIONAL RESIDENTIAL CODE. 1. INGRESS AND EGRESS DOORS. 2. SLIDING GLASS DOORS AND SWINGING GLASS DOORS. 3. SHOWER AND BATHTUB ENCLOSURES. 4. GLAZING WITH THE EXPOSED EDGE WITHIN A 24 -INCH RADIUS ARC OF EITHER VERTICAL EDGE OF A DOOR IN THE CLOSED POSITION AND THE BOTTOM EDGE 15 LESS THAN 60- INCHESABOVE THE WALKING SURFACE. 5. GLAZING GREATER THAN 9 SQUARE FEE THAT IS LESS THAN 18- INCI-E5 ABOVE FINISHED FLOOR. 6. GLAZING IN ALL GUARD RAILS SCREENS NEED NOT BE PROVIDED AT SKYLIGHTS WHEN FULLY TEMPERED GLASS 15 USED AS SINGLE GLAZING OR IN ALL PANES INSULATING UNIT AND ALL OF THE FOLLOWING CONDITIONS ARE MET. 1. THE GLAZING THAT DOES NOT EXCEED 16 SQUARE FEET. 2. THE HIGHEST POINT OF GLASS 15 NOT MORE THAN 12 -FEET ABOVE ANY WALKING SURFACE OR ACCESSIBLE AREA. 3. THE NOMINAL THICKNESS OF EACH PANE DOWS NOT EXCEED 3/16 -INCH SAFETY GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING AND 51-IALL BE PROVIDED WITH SAFETY GLAZING 1) GLAZING IN INGRESS AN EGRESS DOORS EXCEPT JALOUSIE. 2) GLAZING IN FIXED PANELS AND SLIDING OR SWINGING PANELS OF SLIDING OR SWINGING TYPE DOORS OTHER THAN WARDROBE DOORS. 3) GLAZING IN STORM DOORS. 4) GLAZING IN ALL UNFRAMED SWINGING DOORS. 5) GLAZING IN DOORS AND ENCLOSURES FOR 140T TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING TI-ES COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURGACE AND DRAIN INLET. 6) GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCES ABOVE THE WALKING SURFACE. 1) GLAZING IN FIXED OR OPERABLE ' LANELS OTHER THAN THOSE COVERED BY ITEM NUMBER 5 AND 6 WHICH HAS:. A GLAZED AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWEST EDGE IS LESS TI-AN 18 INCHES ABOVE THE FINISHED FLOOR, OR TOP EDGE MORE THAN 36' ABOVE THE .,,?? - L OR WALKING SURFACE WITHIN 36 INCHES OF SUCH GLAZIN... I �I-I# • y# c�r�• ING, SUCH GLAZED PANELS MAY BE PROTEC ... 1U -I.R �� BER NOT LESS THAN I -3 INCHES IN WIDTH WHN L � a • = , +; °. a ° y 6 1 �� ES ABOVE THE WALKING SURFACE��• ; k f •+ ��� �y .,L R LIN. FT. WITHOUT CONTACTIONG THE G SS. ° NS IS PR`° . r. 1.t, :BY NFF M 1815LAW• y FIN10NS Q NISr1BL.. BY F4NES UP °p 8) GLAZING IN RAILINGS. REGA-fiL$�� TH W•KI- URFACE. INCLUDED ARE STRUCTURAL �:ALUS NE�la�` L IN -FILL PANELS. ' o Eras e r OFFENSE. ° / 4 TO $150,��'� RER ®, �' • TO ° ` 9) GLAZING IN WALLS AND FENC =t U� ASC�IdET1A gR °tN�99 �{•ND OUTDOOR SWIMMING POOLS A 3l�AWH@t ' • �1 •� .�DLOW,,►�� CONDITIONS ARE PRESENT: 1)TH` ' =0 fi E�fi 1-,J4,5 `Ckk 15 LESS THAN 60 INCHES ABOVE THE POD'• } ° ZIi, 2) , GLAZING IS WITHIN 5 FEET OF A SWIMMING P001. • -;S IU, ' E2S}Er56E 10) GLAZING IN WALLS AT STAIRWAYS LANDINGS WITHIN THE WIDTH OF THE STAIR AND WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS 15 LESS THAN 60 INCHES ABOVE A WALKING SURGACE REVISIONS No *henges shall be made to the scope of work without prior approval of Tukwita Building Division. NCT:: flevv5ions will require a new plan submittal end may include additional plan review fees. PLANNING APPROVED c changes can be made to these plans without approval from the Planning Division of DCD Approved By: c' Date: OCT 20 2012 F L COPY Pit No., Ple.i rrvlew approval is subject to errors and om Ion t,; ...,:::/a! of construction documents does not atheriae t; .1 ',.1" 'son of any adopted code or : I.: Rece pt V. rove PI i _ . .• - .1 •'1 `. I$ 1.191- ,. B t :rl_ L2/? 9/ City Of'TU%N1la BUILDING DIVISION b1138i REVIEWED FOR CODE COMPLIANCE APPROVED DEC 28 2011 (A/1((, City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 PERMIT CENTER z 0 W w PAYMENT OF USES FEE IS DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS, THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP 15 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS 51-IEET AS INSTRUMENTS OF SERVICE ARE, AND 51-IALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. PREPARED BY: • �E Noma w C =kw *E5) c CZ> LI J c)s c lima 0) W p w o El 73 �� fit O co N. N In ii NI *et CO cr 40 Up N N w z< 0L x a_ in M 0 co x 0' 9< U - Q3 a. _1 _ow 0 IA W N) L - w x 0 Emi flc) Qw Qq Cip z rz •c Qw 00 rT-1 ZN1 QWx 0 Wes W F3-14 1 1 t ■1 '--i E-4 a W GL a B.T. DATE: 11/28/2011 CHECKED: B.T. SHEET NO. Al JOB NO. 11-71AE:i PLAN KEY WALLS: NEW CONSTRUCTION EXISTING WALLS TO REMAIN 71 L_,TT EXISTING WALLS AND WINDOWS TO BE REMOVED AND OR MODIFIED 3068 NEW DOOR EXISTING DOOR EXISTING DOOR TO BE REMOVED AND OR MODIFIED 31' -0. ON DECK EXISTING 3EDRM. EXISTING LIVING EXISTING ATE EXI EXISTING BRICK CHIMNEY BEDRM EXISTING ENTRY KITCHEN EXISTING EXISTING CONC. LAND EXISTING FLOOR PLAN SCALE : 1/4" = 1' -0' CONSTRUCTION NOTE: * REFER TO "S" SHEETS * CONTRACTOR TO VERIFY PRIOR TO COMMENCING * NO FIELD ALTERATIONS 31' -0' —DN 8' -0' 36' HIGH WOOD RAILING DECK NEW 8' -8' 1 0 6068 5GD GREAT RM. 8' -10' REMOVED WALL TYPICAL —, 1z T1zr� - DINING AREA NEW 5' -10' NEW 3' -0' 36'X12' ISLAND 3' -0' T -2' T -2' 6040 XO EGRESS MASTER NEW CONST. TYPICAL 24 "X18 "MIN CRAWL SPACE ACCESS 2' -4' 4' -10' THIS ROOM .n SHALL HAVE UA-EATHER SEALED • JAM WM THE LIVIP.b SPACE, SHALL EE UATH OUTSIDE ;o- COMBUSTION AIR FOR REL BLARING: APFLIANCE& m N STACK WASHER /DRYER 2 0 ND 0 PROVIDE PRESSURE RELIEF VALVE TO EXTERIOR AND INSTALL APPROVED EXPANSION TAN. 23 5'-6' NE 2%8 20 MIN. PROVIDED SEISMIC RESTRAINT STRAP PER 5082 OF 2004 UPC, /1 RE`1OVED CH� EY rA CLOSET REF. IBEDRM. *2 NEW 4040 XO 2668 r; v ARCHWAY 5'-6' EGRESS 9 4' -10' ENTRY NEW a 1060 Flk5;G I I 1 CONC. LAND 1 1 1 v 110V O51) 2468 /4 IBATI-I NEW 2 30'X36' SHOWER WALL REMOVED TYP. r3EDRM. #3 NEW 4040 XO CLOSET 6' -8" MIN. HEADROOM 1 1/4" DIA. MIN. CONT. HANDRAIL BALUSTERS TO CONFORM TO IRC. SEC. R312.2 3/4" MIN. -11/4" MAX NOSING 10" MIN. TREAD 2X4 THRUST BLOCK BELOW STAIR INSTALL 1/2" GWB ® CEILING, AND WALLS (3) 2X12 STRINGERS FIRE BLOCKING 0 MID –SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED INTERIOR /GUARDRAIL STAIR NOTES: – HANDRAILS MUST NOT PROJECT MORE THAN 4 -1/2" INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 Ib. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R311.5.1 & R301.2 – LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303.6 – THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4" SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION R312.2 – MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION R311.5.1 – STAIR & STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36" (31 -1/2" CLEAR IF ONE HANDRAIL, & 27" CLEAR IF 2 HANDRAILS. IRC SECTION R311.5.1 – THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16 ". THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN 1/2 ". IRC SECTION R311.5.3.3 – RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN 3/8 ". IRC SECTION R311.5.3.1 &2 – NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11 ". IRC SECTION R311.5.3.3 EXTERIOR STAIR NOTES: – EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING. IRC SECTION R303.6 & R303.6.1 – A MAXIMUM SLOPE OF 1:48 (2%) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION R311.5.5 INTERIOR WINDER STAIR NOTES: – WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6" DEPTH AT INNER EDGE. IRC SECTION R311.5.3.2 – WINDER TREAD DEPTH OF 10" WITH IN 12" OF THE INSIDE. IRC SECTION R311.5.3.2 LANDING NOTES: – LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC R311.5.4 – LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R311.5.4 STAIR DETAIL NOT TO SCALE El 42 LA roOyY► 1' -0' in EGRESS 8' -0. T -2' 13' -6' 31' -0' PROPOSED FLOO PLAN SCALE : 1/4" = 1' -0" - ALL DOOR/WINDOW HEADERS TO BE 6 X DF*2 AT 2X6 BEARING WALLS , UN.O., 6' -0" MAX. SPAN - WINDOW HEADERS AT 6' -S" ABOVE SUB FLOOR, UN.O. - PROVIDE FIREBLOCKING AS REQUIRED PER I.R.C. - EXTERIOR WALLS TO BE 2X6 AT 16" (MAX.) O.C. UN.O. - INTERIOR PARTITIONS TO BE 2 X 4 AT 16 O.G. (2X6 e PLUMBING WALLS, UN.O.) - DUCTS THROUGH WALL OR CEILING COMMON TO HOUSE MIN. 26 GAGE STEEL - NO DUCT OPENINGS IN GARAGE 181 PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (UN.O.) FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. REVIEWED FOR CODgpPROVED COMPLIANCE DEC 2 8 2011 City of Tukwila BUILDING DIVISION CORRECTION LTR #. b113B1 RECEIVED DEC 2 0 2011 PERMIT CENTER •~ wz w •� LJ 0 G° U cu PAYMENT OF USES FEE 15 DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP 15 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON T-4I5 SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. c cc d oWc d c.a. In ONIMI N 81111=111 W w • C ft CC") O W Oi C M. (nn12 ) Elimml 0 w p y- a -C) GOO L- $) ton 0 111 N we PO 141.0 ) N N 0 LI- M a N >- 0 AC °f 0 < 0 } 3 a� rnCe .-0 01 LA W O O i:1 W V fl-T- 1 c21 < '4 '' V1 etr 00 F-1 W cn n ri 0E1 2w M WM� W n. CBY: B.T. 1 DATE: 11/28/11 CHECKED: B.T. SHEET NO. A2 JOB NO. 11 -71AE l AREA SUMMARY EXISTING MAIN FLOOR: 634 SF. PROPOSED MAIN FLOOR: 535 SF. TOTAL NEW 4 EXISTING: 1,169 SF. DECK 4 PORCH: 85 SF. LI-4TIN SECTION 'OS (WSEC) INTERIOR LIGHTING 505.1 (WSEC) A MINIMUM OF 50 PERCENT OF ALL LUMINAIRES SHALL BE HIGH EFFICACY LUMINAIRES EXTERIOR EIGHTING 505.2 (WSEC) LUMINAIRES PROVIDING OUTDOOR LICx1 4TING 4ND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDING ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES SMOKE DETECTORS ®Sp INSTALL SMOKE DETECTORS PER CODE, 110V/9V INTERCONNECTED IIOV OCM ALARM CARBON MONOXIDE ALARM NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, SEE SECTION R3I5 VENTILATION SCI -EDULE VENTILATION REQUIREMENTS OF IRC TABLE M15013 SYMBOL TT 1 KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS 2 MECHANICAL EXHAUST CAPACITY BATHROOMS- TOILET ROOMS OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS CORRECTION LTR #. b113B1 RECEIVED DEC 2 0 2011 PERMIT CENTER •~ wz w •� LJ 0 G° U cu PAYMENT OF USES FEE 15 DUE TO THE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP 15 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON T-4I5 SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO THE PROPERTY OF THE RESIDENTIAL GROUP, LLC. c cc d oWc d c.a. In ONIMI N 81111=111 W w • C ft CC") O W Oi C M. (nn12 ) Elimml 0 w p y- a -C) GOO L- $) ton 0 111 N we PO 141.0 ) N N 0 LI- M a N >- 0 AC °f 0 < 0 } 3 a� rnCe .-0 01 LA W O O i:1 W V fl-T- 1 c21 < '4 '' V1 etr 00 F-1 W cn n ri 0E1 2w M WM� W n. CBY: B.T. 1 DATE: 11/28/11 CHECKED: B.T. SHEET NO. A2 JOB NO. 11 -71AE l PROPOSED EAST ELEVATION 36" HIGH RAILING APPROX. GRADE APPROX. GRADE E 14" ATTIC VENT TYP. SCALE : 1/4" = 1' -0' PROVIDE STEPS DN. TO GRADE PROPOSED NORTH ELEVATION SCALE : 1/4° = 1' -0" COMPOSITION ROOFING 15" FELT PAPER -I/16' SHEATHING ROOF FRAMING PER MFR INSULATION BAFFLE VENTED BLOCKING AT ALTERNATE BAYS 5/4 x 8 FASCIA CONTINUOUS METAL GUTTER WINDOW HDR PER PLAN 5/4 TRIM SURROUND WINDOW W/ INS. GLASS 2x6 STUDS 9 16' O.G. R -2I INSULATION -1/16' SHEATHING SIDING PER ELEVATION TYVEK WRAP 3/4' T4G PLYWOOD GLUED 4 NAILED FLOOR JOISTS PER PLAN R -30 INSULATION 5/4 X 10 TRIM BAND 2X P.T. WOOD SILL SUB FL REBAR PER DETAIL 4' 4, CONT. TIGHTLINE TO STORM SEWER — III — III —I1 TYPICAL WALL SECTION N.T.S. NOTE: 1/16" SHEATHING NOT REQUIRED ON EXT. WALLS WHERE T1 -11 SIDING IS SPECIFIED (UNLESS NOTED OTHERWISE N THE SHEAR WALL SPECIFICATIONS) 1XPICr4L AWSZNBTRIJCT I - COMPOSITION ROOF SHINGLES - 15# ROOFING FELT - 7/16" SHEATHING - STRUCTURAL SYSTEM AS NOTED ON FRAMING PLAN - R -49 INSULATION - 1/2" GWB. CEILING - 1/8" TO 1/4" MESH SCREEN OVER OPENINGS - NET OPENING AREA MINIMUM 1/150 OF VENTED AREA OR 1/300 IF 50 % -80% OF VENTING NEAR TOP OR VAPOR RETARDER - PROVIDE 1" MINIMUM CLEARANCE BETWEEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION R806.3 L_1IC UI4L.L 021162 021 - SIDING AND /OR VENEER PER ELEVATION - 7/16" PLY OR OSB SHTG.( U.N.O ) - TYVEK BUILDING WRAP OR EQ. - 2X6 STUDS ® 16" O.C. EXTERIOR WALLS U.N.O. EXTERIOR WALL NOTCH 25 %, BORING 40% 60% BORING IF DOUBLED & NOT MORE THAN TWO SUCCESSIVE STUDS. - 2x4 STUDS 0 16" O.C., INTERIOR PARTITIONS (2X6 © PLUMBING WALLS) NON- BEARING WALL MAXIMUM NOTCH 40 %, BORING 60% HOLES NO CLOSER THE 5/8 INCH TO FACE OF STUD - R -21 INSULATION WITH VAPOR BARRIER - 1/2" GWB. INTERIOR SHEATHING - FINISHED FLOOR PER PLANS - 3/4" T &G PLYWOOD SUBFLOOR (GLUE AND NAIL) - FLOOR JOISTS PER PLAN - R -30 INSULATION OVER UNHEATED AREAS dim PROPOSED SOUTH ELEVATION SCALE : 1/4" = 1' -0' 5/4 X 4 WINDOW TRIM TYP. SUB FLOOR APPROX. GRADE ,I APPROX. GRADE COMPOSITION ROOFING CONT. METAL GUTTER ON - 5/4 X 8 FASCIA BD. TYP. 6" BEVEL SIDING TYPICAL �— 5/4 x 4 CORNER BD. TYP. 17:PPROX. GRADE 5/4 x 10 BAND BD. TYP. PROVIDE STEPS DN. TO GRADE WRAP P.T. 6 x 6 POST W/ 1 x CEDAR TYP. PROPOSED WEST ELEVATION - VERIFY SHEAR WALL NAILING AND HOLDOWNS ARE PER PLAN AND SCHEDULE PRIOR TO INSTALLING SIDING - MASONRY AND WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. - PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTERFLASHING AT ALL ROOF / WALL INTERSECTIONS, CHIMNEYS, AND SKYLIGHTS - PROVIDE WEATHERSTRIPPING AND FLASHING AT ALL DOORS AND WINDOWS AS REQUIRED - CAULK ALL EXTERIOR JOINTS AND PENETRATIONS - POST ADDRESS ON BLDG. PRIOR TO FINAL INSPECTION - LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALL. SLOPE SHALL BE 6" IN FIRST 10 FT, OR DRAINS OR SWALES SHALL BE PROVIDED TO ENSURE DRAINAGE AWAY FROM STRUCTURE FASTENERS TO BE HOT- DIPPED GALV. STEEL, STAINLESS OR ALUM. (CORROSION RESISTANT) SCALE : 1/4° = 1' -0' NOTE: PROVIDE CONTINUOS PRE - PAINTED G.I. "Z" FLASHING AT ALL EXT. DOOR & WINDOW HEADERS. EXED OCi 20 2012 CONSTRUCTION NOTE: * REFER TO "S" SHEETS FOR WHICH CONTAIN STRUCTURAL DETAILS REFERENCES, FRAMING PLANS, SHEAR WALL KEY PLAN, & NOTES. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. * NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2011 City of Tukwila BUILDING DIVISION RECEIVED DEC 2 0 2011 PERMIT CENTER w A .-, (U N J PAYMENT OF USES FEE IS DUE TO TI-IE RESIDENTIAL GROUP PRIOR TO CONSTRUCTION FOR EACH STRUCTURE BUILT FROM THESES PLANS. THESE PLANS ARE COPYRIGHTED IN ACCORDANCE WITH FEDERAL STATUTES. REPRODUCTION BY ANY METHOD OF ALL OR PORTIONS OF THESE PLANS OR VARIATIONS THEREOF WITHOUT WRITTEN PERMISSION FROM THE RESIDENTIAL GROUP 16 STRICTLY PROHIBITED. THESE DRAWINGS AND PLANS SET FORTH ON THIS SHEET AS INSTRUMENTS OF SERVICE ARE, AND SHALL REMAIN TO TI-4E PROPERTY OF THE RESIDENTIAL GROUP, LLC. i: CO Sala O CI 0 CC W laid OL • �E __ w N w � c oi c °Q)(T Elmo Q W O y- COM L- W O U- M a W O 0 W Hc) W 1 4 n W z •t 00 >-4 u„::$ r,4 rzi OO r24 <4> c3.< n ri 2 r4 c d / Q y H Y: B.T. 1 DATE: 11/28/11 CHECKED: B.T. SHEET NO. A3 JOB NO. 11-171AEf GE: .AL TIA:S BUILDING CODE 2009 IRC EDITION OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY LOCAL JURISDICTION. ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) FLOOR DEAD LOAD = 12 PSF WIND LOAD = 85 MPH WIND SPEED, EXPOSURE "B" SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R -3 DEFERRED SUBMITTAL ITEMS THE FOLLOWING IS A LIST OF ITEMS THAT ARE NOT INCLUDED IN THIS PLAN AND SHOULD BE PROVIDED BY THE BUILDER AT TIME OF APPLICATION FOR PERMIT OR AS A DEFERRED SUBMITTAL ITEM: - ALTERNATIVE I -JOIST /BEAM MANUFACTURER PLANS. - TRUSS DESIGN FOR ROOF FRAMING - HVAC SYSTEMS DESIGN - ELECTRICAL PLANS Sc SPECIFICATIONS (IF REQUIRED) SITh; WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN AVERAGE SOIL BEARING OF 1500 PSF PER SOILS REPORT EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 3 "x3 "x1/4" PLATE WASHERS. WOOD BEARING ON OR INSTAI.I.F,D WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6' -0" O.C. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON OR APPROVED EQUAL. coxc 1bT, MINIMUM CONCRETE COMPRESSIVE STRENGTH (f'c) AT 28 DAYS TO BE 2,000 PSI WITH 6% AIR ENTRAINED +/- 1% (FOR WEATHERING) CONCRETE "BATCH TICKET" SHALL BE AVAILABLE ON SITE FOR REVIEW BY BUILDING OFFICIAL REINFORCEING STEEL TO COMPLY WITH ASTM A615 GRADE 40. LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 2X6 OR LARGER HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi BEAM DF -L #2 - Fb =900 psi, Fv =180 psi, Fc =1350 psi, E= 1600000psi DF -L #2 - Fb =875 psi, Fv =170 psi, Fc =600 psi, E= 1300000psi 4X 6X OR LARGER STUDS HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi 2X4 2X6 OR LARGER POSTS HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi HF #2 - Fb =975 psi, Fv =150 psi, Fc =1300 psi, E= 1300000psi DF -L #2 - Fb =750 psi, Fv =170 psi, Fc =700 psi, E= 1300000psi 4X4 4X6 OR LARGER 6X6 OR LARGER GLUED - LAMINATED BEAM (GLB) SHALL BE 24F -V4 FOR SINGLE SPANS Sc 24F -V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 PSI. ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. PARALLAM (PSL) BEAMS SHALL HAVE THE MINIMUM PORPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 750 PSI (PERPENDICULAR), E = 2,000,000 PSI. MICROLLAM (LVL) BEAMS SHALL HAVE THE MINIMUM PORPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fc = 750 PSI (PERPENDICULAR), E = 1,900,000 PSI. CALCULATION SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES TRUSSES SHALL BE DESIGNED & STAMPED BY A REGISTERED WASHINGTON STATE PROFESSIONAL ENGINEER AND FABRICATED FROM ONLY THOSE DESIGNS. NONBEARING WALLS S ALL BE HELD AWAY FR QM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT B AR ON THE WALL. APPROVED HANGERS SHALL BE USED AT ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TRUSS. MANUFACTURER- DESIGNED AND APPROVED DIAGONAL AND SWAY BRACING SHALL BE INSTALLED AS REQUIRED. ROOF /WALL SHEATHING TYPICAL WALL SHEATHING SHALL BE 7/16" AND ROOF SHEATHING SHALL BE 7/16" UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d 6" 0.C. ® PANEL EDGES AND 12" O.C. IN FIELD. U.N.Q. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0. PLYWOOD FLOOR SHEATHING SHALL BE 3/4" T &G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM OR 6d RING SHANK AT 6" O.C. ® PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. OSB SHEATHING PRODUCTS OF EQUIVALENT SPAN RATINGS SHALL BE ALLOWED. SHEAR WALL SCHEDULE 1. FRAMING SHALL BE HEM -FIR #2 ® 16" O.C. MAX (U.N.O.). THICKNESS OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (U.N.O.) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 8d ® 6" O.C. EDGE, 12" 0.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306.4.1, NOTE (i). 5. ANCHOR BOLT SPACING IS 6' -0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN 12" AND NO LESS THAN 7 TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE Vq. "x3 "x3" WASHERS AT ANCHOR BOLTS. DO NOT RECESS BOLTS. 6. ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS (U.N.O.) PER IBC TABLE 2306.4.1. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 8d COMMON (0.131" DIA., 21/2" LONG), 8d BOX (0.113" DIA., 21/2" LONG), 10d COMMON (0.148" DIA., 3" LONG), 10d BOX (0.128" DIA., 3" LONG), 16d COMMON (0.162" DIA., 31/2" LONG), 16d SINKER (0.148" DIA., 3V4" LONG), 5d COOLER (0.086" DIA., 15/8" LONG), 6d COOLER (0.092" DIA., 1 7/8" LONG) 7. 1 V4" No. 6 DRYWALL SCREWS (TYPE W OR S) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABLE 2306.4.5. 8. IN LIEU OF 3x VERTICALS NAILS STAGGERED AT THE SUBSTITUTED. PLYWOOD (THIS ALTERNATIVE DO 8d EDGE NAILING AT SHEATHED ON BOTH 9. HOLDDOWNS AND FOR THOSE LISTED I TO VERIFY APPLICABI HARDWARE. o gF »aI eR �� ,NT t i ARE tl `L,e C Oa'i� x :,.,E to a ir G DIA by FED,_RAI_ LAW. VIO�Ar;or�S . )ARE kfaIi4A3LE BY FINES Utz . 0 ` • 1 CJUPV�t'i 4ii L a R ? ^ kJI;I�AL� T • 1 ` ;off !c :LOCKING AT PANEL EDGES, 2 -2x'S W/ l Od FACE 1%z AS PANEL EDGE NAILING MAY BE TERED BETWEEN THE 2 -2x MEMBERS NDATION SILL PLATES OR TO WALLS WITH AILING AT 3" O.C. OR 2" O.C. OR WALLS • r) 10. SQUASH BLOCKS RE NOT PROVIDED BY THE F •• OBTAIN LEGAL COPIES 174/"... OF THIS PLAN. ••o• ■ 4 a .t• t FAi3E , PLIFT CAPACITY MAY BE SUBSTITUTED LE. COORDINATE WITH MANUFACTURER LATION METHODS OF SUBSTITUTED SHEAR WALLS WHERE FULL BEARING IS 11. SIMPSON MASP MUDSILL ANCHORS, EVENLY SPACED, MAY BE SUBSTITUTED (2) FOR (1) FOR THE 5/8" DIA. SILL PLATE ANCHOR BOLTS SPECIFIED. (I.E. (2) MASP REPLACE (1) 5/8" DIA ANCHOR BOLT) 1. DOUBLE STUDS AT HOLDOWN MINIMUM 2. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 3. FLOOR SHEATHING 4. FOUNDATION CONC. WALL PER DETAILS 100 & 101 5. SIMPSON HOLDOWN 6. TREATED SILL PLATE 7. RIM JOIST 8. EDGE NAIL 9. SHEATHING PER SHEAR WALL SCHEDULE (8) (5) TYPICAL STRAP HOLDOWN AT FND. N.T.S STNDI0RJ 3TNDIORJ MASTER BE D RM. NEW NEW CONST. TYPICAL GREAT RM. NEW WIC NEW NEUJ O x 0 v DINING AREA NEUJ KIT. NEW WASHER DRYER LAUN D . W/H NE W Imillusaminovismismaimm 3/4 BATS NEW 30'X36' SHOWER ARCHWAY BEDRM. NEW ENTRY NEW BEDRM. #3 NEUJ 1 1 1 CONC. LAND 1 1 PROPOSED SWE4 WALL KEY PLAN SCALE : 1/41 = 11 -0" CONSTRUCTION NOTE: * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED * NO FEILD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. BY THE CONTRACTOR. EXi'1 ED OCT 20 2012 D 11-381 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2011 City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 PERMIT CENTER PREPARED BY: z 0 w w J EXPIRES 12/28/ l t (0c N LA LA T T M M OD CO I I M M tf) tf) N N zQ ou- a N 0 w t- 5 V) M 0 O CO 0) 4- w >= O < L O) a ce aw L o a)w O M L" M 00 a (BY: B.T. DA TE: 11/28/11 CHECKED: B.T. SHEET NO. SI JOB NO. 11 -71AE WALL MARK SHEATING TYPE SIDES SHEAR PANEL EDGE NAILING FIELD NAILING PANEL EDGES BASE PLATE NAILING ANCHO ANCHOR BOLT DIA. & SPACING SILL PLATE SIZE HOLDOWN TYPES >P1-6 7/16" ONE 8d ®6" O.C. 12" O.C. 2X 16d NAILS 18 16" O.C. 5/6 "0 18 72" O.C. 2X PER PLAN 1. FRAMING SHALL BE HEM -FIR #2 ® 16" O.C. MAX (U.N.O.). THICKNESS OF STUDS TO BE 2x UNLESS NOTED IN SCHEDULE. 2. SHEATHING PANELS MAY BE LAYED VERTICAL OR HORIZONTAL. BLOCK ALL HORIZONTAL EDGES W/ 2x OR 3x BLOCKING PER SCHEDULE (U.N.O.) 3. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEARWALLS SHALL RECEIVE APA RATED SHEATHING OR ALL VENEER PLYWOOD SIDING OF EQUIVALENT THICKNESS AT POINT OF FASTENING ON PANEL EDGES, FULLY BLOCKED WITH MINIMUM NAILING OF 8d ® 6" O.C. EDGE, 12" 0.C. FIELD. 4. NAILING APPLIES TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING. PLYWOOD JOINT AND SILL PLATE NAILING SHALL BE STAGGERED PER IBC TABLE 2306.4.1, NOTE (i). 5. ANCHOR BOLT SPACING IS 6' -0" O.C. UNLESS NOTED OTHERWISE IN SCHEDULE. MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF FOUNDATION PLATE. ANCHOR BOLTS SPACED NO GREATER THAN 12" AND NO LESS THAN 7 TIMES THE ANCHOR BOLT DIAMETER AT ENDS AND SPLICES. PROVIDE Vq. "x3 "x3" WASHERS AT ANCHOR BOLTS. DO NOT RECESS BOLTS. 6. ALL NAILS FOR SHEAR WALLS SHALL BE COMMON OR GALVANIZED BOX NAILS (U.N.O.) PER IBC TABLE 2306.4.1. ALL SPECIFIED NAILS SHALL HAVE THE FOLLOWING DIMENSIONS: 8d COMMON (0.131" DIA., 21/2" LONG), 8d BOX (0.113" DIA., 21/2" LONG), 10d COMMON (0.148" DIA., 3" LONG), 10d BOX (0.128" DIA., 3" LONG), 16d COMMON (0.162" DIA., 31/2" LONG), 16d SINKER (0.148" DIA., 3V4" LONG), 5d COOLER (0.086" DIA., 15/8" LONG), 6d COOLER (0.092" DIA., 1 7/8" LONG) 7. 1 V4" No. 6 DRYWALL SCREWS (TYPE W OR S) MAY BE SUBSTITUTED FOR NAILS LISTED AS 5d COOLER OR 6d COOLER FOR GYPSUM WALL BOARD SHEARWALLS PER IBC TABLE 2306.4.5. 8. IN LIEU OF 3x VERTICALS NAILS STAGGERED AT THE SUBSTITUTED. PLYWOOD (THIS ALTERNATIVE DO 8d EDGE NAILING AT SHEATHED ON BOTH 9. HOLDDOWNS AND FOR THOSE LISTED I TO VERIFY APPLICABI HARDWARE. o gF »aI eR �� ,NT t i ARE tl `L,e C Oa'i� x :,.,E to a ir G DIA by FED,_RAI_ LAW. VIO�Ar;or�S . )ARE kfaIi4A3LE BY FINES Utz . 0 ` • 1 CJUPV�t'i 4ii L a R ? ^ kJI;I�AL� T • 1 ` ;off !c :LOCKING AT PANEL EDGES, 2 -2x'S W/ l Od FACE 1%z AS PANEL EDGE NAILING MAY BE TERED BETWEEN THE 2 -2x MEMBERS NDATION SILL PLATES OR TO WALLS WITH AILING AT 3" O.C. OR 2" O.C. OR WALLS • r) 10. SQUASH BLOCKS RE NOT PROVIDED BY THE F •• OBTAIN LEGAL COPIES 174/"... OF THIS PLAN. ••o• ■ 4 a .t• t FAi3E , PLIFT CAPACITY MAY BE SUBSTITUTED LE. COORDINATE WITH MANUFACTURER LATION METHODS OF SUBSTITUTED SHEAR WALLS WHERE FULL BEARING IS 11. SIMPSON MASP MUDSILL ANCHORS, EVENLY SPACED, MAY BE SUBSTITUTED (2) FOR (1) FOR THE 5/8" DIA. SILL PLATE ANCHOR BOLTS SPECIFIED. (I.E. (2) MASP REPLACE (1) 5/8" DIA ANCHOR BOLT) 1. DOUBLE STUDS AT HOLDOWN MINIMUM 2. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 3. FLOOR SHEATHING 4. FOUNDATION CONC. WALL PER DETAILS 100 & 101 5. SIMPSON HOLDOWN 6. TREATED SILL PLATE 7. RIM JOIST 8. EDGE NAIL 9. SHEATHING PER SHEAR WALL SCHEDULE (8) (5) TYPICAL STRAP HOLDOWN AT FND. N.T.S STNDI0RJ 3TNDIORJ MASTER BE D RM. NEW NEW CONST. TYPICAL GREAT RM. NEW WIC NEW NEUJ O x 0 v DINING AREA NEUJ KIT. NEW WASHER DRYER LAUN D . W/H NE W Imillusaminovismismaimm 3/4 BATS NEW 30'X36' SHOWER ARCHWAY BEDRM. NEW ENTRY NEW BEDRM. #3 NEUJ 1 1 1 CONC. LAND 1 1 PROPOSED SWE4 WALL KEY PLAN SCALE : 1/41 = 11 -0" CONSTRUCTION NOTE: * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED * NO FEILD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. BY THE CONTRACTOR. EXi'1 ED OCT 20 2012 D 11-381 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2011 City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 PERMIT CENTER PREPARED BY: z 0 w w J EXPIRES 12/28/ l t (0c N LA LA T T M M OD CO I I M M tf) tf) N N zQ ou- a N 0 w t- 5 V) M 0 O CO 0) 4- w >= O < L O) a ce aw L o a)w O M L" M 00 a (BY: B.T. DA TE: 11/28/11 CHECKED: B.T. SHEET NO. SI JOB NO. 11 -71AE 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. FLOOR SHEATHING PER PLAN 3. I -JOIST PER PLAN, SECURE TO PLATE W/ (2) 10d NAIL PER JOIST 4. SOLID CONTINUOUS RIM BOARD 5. PROVIDE (1) #4 BAR AT UPPER 12" OF STEM WALL 6. 5/8" DIAMETER ANCHOR BOLT 0 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 7. #4 ® 48" O.C. W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SET PERMITTED 8. (2) #4 BARS CONTINUOUS AT BOTTOM 9. EDGE NAILING PER SHEAR WALL SCHEDULE 10. 16d TOE NAILS (4 6" O.C. NOTE: SIMPSON LTP4 0 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD CRAWL SPACE FOUNDATION. SCALE: N.T.S. PER PLAN 1. BLOCKING BY JOIST MFR. 2. (3) 16d PER BLOCK 3. FLOOR SHEATHING 4. I- JOISTS PER PLAN 5. BEAM PER PLAN 6. 2x CLEAT EACH SIDE OR SIMPSON BC POST CAP 7. 4x OR 6x P.T. POST W/ SIMPSON A34 EACH SIDE OR SIMPSON PB POST BASE 8. CONC. FOOTING PER PLAN 9. EDGE NAILS TYPICAL INTERIOR SPREAD FOOTING SCALE: N.T.S. (2) (3) (4) »u't {E: lip 16' -0' MA 1 JOIST SPAN (5) 1. EXISTING FLOOR JOISTS 2. EXISTING 2x RIM BOARD 3. NEW 2x LEDGER SECURED TO EXISTING RIM BOARD W/ 2 ROWS OF 1/4 "X4" SCREW 0 6" O.C. STAGGERED (EACH ROW) 4. NEW FLOOR JOIST PER PLAN SUPPORTED BY HU210 HANGER 5. EXISTING STEM WALL FLOOR JOIST AT EXISTING WALL SCALE: N.T.S. 1. EDGE NAILING 2. CONTINUOUS FASCIA WITH (2) (1) 10d NAILS PER JOIST (2) 3. 2x4 OUTRIGGER 12" OR LESS FROM EXTERIOR WALL 0 48" O.C. (MORE THAN 12" FROM EXTERIOR WALL 0 24" O.C.) 4. EDGE NAILS PER SHEAR WALL SCHEDULE 5. 2 -10d TOENAIL OUTLOOKER THRU. TRUSS ( OUTLOOKER EXTENDING MORE THAN 12" FROM EXTERIOR WALL USE A34 (9) MIN.) 6. GABLE END TRUSS - SHEATHING AND NAILING PER SHEARWALL SCHEDULE FOR (4) WALL BELOW 7. 2X6 CONTINUOUS W/ 10d NAILS 0 8" O.C. STAGGER EACH ROW 8. TRUSSES PER PLAN 9. 10d 0 6" O.C. TIE TRUSS INTO 2X CONTINUOUS MEMBER (3) (4) (5) (6) GABLE END TRUSS SCALE: N.T.S. CONSTRUCTION NOTE: 1. BASE PLATE NAILING PER SHEAR WALL SCHEDULE 2. FLOOR SHEATHING PER PLAN 3. I -JOIST PER PLAN 4. SOLID CONTINUOUS RIM BOARD 5. PROVIDE (1) #4 BAR AT UPPER 12" OF STEM WALL 6. 5/8" DIAMETER ANCHOR BOLT 72" O.C. W/ 7" EMBED. (U.N.O. IN SHEAR WALL SCHEDULE) 7. #4 0 48" O.C. W/ STANDARD HOOKS ALTERNATE BENDS, NO WET SET PERMITTED 8. (2) #4 BARS CONTINUOUS AT BOTTOM 9. EDGE NAILING PER SHEAR WALL SCHEDULE 10. 16d TOE NAILS 0 6" O.C. (GALVANIZED NAILS) 11. I -JOIST BLOCKING AT PANEL EDGES (1ST BAY ONLY) NOTE: SIMPSON LTP4 0 48" O.C. REQUIRED IF PLYWOOD SHIM OCCURS AT RIM BOARD CRAWL SPACE FOUNDATION. SCALE: N.T.S. 1. WOOD COLUMN PER PLAN 2. SIMPSON PB POST BASE AS OCCURS (U.N.O ON THE PLAN) 3. #3 TIES AT 10" O.C. AT PEDESTAL 4. (4) #4 DOWELS W/ ALTERNATE BEND FOR PEDESTAL 5. FINISH GRADE OR CONCRETE SLAB WHERE OCCURS 6. 12" SQUARE CONCRETE PEDESTAL (OPTIONAL) 7. CONCRETE FOOTING 8. 2 - #4 BARS EACH WAY (U.N.O. ON THE PLAN) 9. ARCHITECTURAL COVER, SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION WOOD COLUMN AT FOOTING SCALE: N.T.S. TRUSS AT STUD WALL 1. TRUSS PER PLAN 2. SIMPSON H1 OR H2.5 CLIP EVERY TRUSS 3. STUD WALL 4. PLYWOOD SHEATHING 5. EDGE NAILING 6. 2X BLOCKING 0 24" W/ 3 -10d PER BLOCK TOENAIL INTO PLATE 7. SHEAR PANEL EDGE NAILING 8. SHEATHING AND NAILING PER SHEARWALL SCHEDULE SCALE: N.T.S. 1. GIRDER TRUSS PER PLAN 2. VALLEY TRUSSES OR (I) CONVENTIONAL OVERFRAMING 3. ROOF SHEATHING CONTINUOUS BELOW OVERFRAMING. TRUSS TOP CHORDS W/O SHEATHING SHALL BE BRACED W/ 2x4 24" O.C. ATTACHED W/ (2) 10d NAILS PER TRUSS 4. ROOF TRUSS PER PLAN 5. FACE MOUNT HANGER PER TRUSS MANUF. TRUSS AT GIRDER TRUSS 1302. 31' -0' / 8' -4' 24" x 24" x 10" CONC. PIER W/ P.T. 4Ix 4 POST 4X8 P.T. 8' -4' I4' -4' 4X8 P.T. L_J X N N \ -- - - 2X6 DECK L_J HF #2 JOISTS 9 16" O.C. 1 1 1 �f I I J - -- - -� 14" X 7" SCREENED 101 r--- _- 2XLEIT[;FR FDN VENTS (4) REQ'D 6 o `° ' ' 01 � r J = 0 2 -0' 6' -0' 5' -0' 5' -0' N 5' -0' 4X8 DF #2 4X8 DF #2 4X8 DF #2 24 24 24 24 CRAWL SP ACE 24 o ., / \� k t_ 24 ;� ' to 18" MIN. W/ 6 MIL VAPOR o 4" 18" 2 X 18 MIN c, CRAWL SPACE -I ACCESS L. BARRIER TYP. ` DRILL & EPDXIED (2) #4 BARS = TOP & BOTTOM OF STEM WALL. ° 5" MIN. EMBEDMENT INTO N EXISTING STEM WALL & 10" TO NEW WALL 104 2X LEDGER \ �rt e . 105 FOUNDATION VENTILATION 105 USE 14' x -I' SCREENED FDN. VENTS (1) VENT = .52 SQ. FT. NET FREE VENT AREA FDN. AREA = NET VENT AREA REQ'D (N.V.A.) 150 N.V.A. = QTY. OF VENTS REQUIRED .52 5_14 1.92 = 368 VENTS REQ'D 300 - 1.92 .52 4- VENT REQUIRED ALL FDN. VENT TORE LOCATED 36' OF THE BUILDING CORNER, R40S2 (IRC) •4 , , v 9' -6' w I L / 1 5LAR Iw ON GRADE I w CU 4" CONC. 1--I� o 1- 124" x 24" x 10" I CONC. EDGE ( J CONC. PIER W/ P.T. 4 x 4 POST 8' -0' 31' -0' 13' -6' POPOSW POUN4T1ON P4MING PLAN - ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS - PROVIDE SOLID BLOCKING OVER SUPPORTS - ALL FOOTINGS TO REST ON UNDISTURBED SOIL PROVIDE SUPPLEMENTAL JOISTS /BLOCKING BELOW SHEAR WALLS AS INDICATED ON FRAMING PLAN ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.0.) - PROVIDE COPY OF CONCRETE "BATCH TICKET" ON SITE FOR REVIEW BY BUILDING OFFICIAL j 0/U '(( (2) 00001) (5) (4) NOTE: RIDGE BOARD SHALL BE AT LEAST 1 -INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH THAN THE CUT END OF THE REFTER, ALL VALLEYS AND HIPS SHALL NOT LESS THAN 2 -INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH OF THE CUT END OF THE RAFTER. 1. PLYWOOD SHEATHING 2. 8d 0 6" O.C. 3. 2X OVER FRAME 0 24" O.C. w/ 2 -10d TOE NAILS TO VALLEY BOARD 4. TRUSS OR RAFTER PER PLAN 5. 2X CONTINUOUS VALLEY t30A!e9 FLAT W/ 2 -I6d NAIL PER TRUSS TYP. NOTE: F'LYWOOD SHEATHING ON PRIMARY ROOF TRUSSES SHALL SE CONTINUOUS. 2. AT 2X OVER FRAMING USE THE FOLLOWING: O' -4' 2X4 MIN. 4' -8' 2X6 MIN. 8' -10' 2X8 MIN. 10'- 12' - -- -2X10 MIN. VALLEY FRAME AT OVERFRAME SCALE: N.T.S. SCALE: 1 /4" = 1' -0" (5) (4) n 1. BEAM SPLICE AS OCCURS 2. WOOD BEAM PER PLAN MFR. COMMON TRUSSES CO 24" 0.C. AS PER MFG. SPECS. TYP. GABLE END TRUSS 6X8 DF #2 4:12 GIRDER TRUSS TRUSSE SPECS. RIDGE 2x 0 /6X8 5:12 2 1'i dRFR \ME l F; 3. SIMPSON BC TYPE POST CAP U.N.O. ON PLAN 4. WOOD COLUMN PER PLAN 5. SIMPSON ACE TYPE POST CAP U.N.O. ON PLAN MFR. COMMON TRUSSES ® 24" 0.C. AS PER MFG. SPECS. TYP. PROPOSED ROOF PRAMINC PLAN ALL BEAMS AND HEADERS TO SHADED AREAS INDICATE OVER BEARING WALLS ARE INDICAT PROVIDE VENTED BLOCKING ALL MANUFACTURED TRUS * SHALL NOT BE FIELD AL * SHALL HAVE DESIGN DE * SHALL BE INSTALLED AN BE 41SBE (1 , LLS, U.N.O. * SHALL CARRY MANUFACTU IF AN ENGINEERED ROOF FRAM THAT TRUSS LAYOUT SHALL SUP PROVIDE TRUSS LAYOUT AND SPECS wit IS6A (S'SSPECIFI P Rom TRIAV %-27 •' !PP 164 (iQYIBi<6 Th; jRj`i'AYOU'f'1NDICATED 0 T" 'FOR INSPECTION. ® PROVIDE SOLID FRAMING EQUAL TO THE WIDTH OF THE MEMBER BEING SUPPORTED (U.N.O.) INSPECTION TION SUPPLIER, IN THE PLANS. WOOD BEAM TO WOOD COLUMN SCALE: N.T.S. * CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS, DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. - NO FIELD ALTERATIONS WILL BE AUTHORIZED UNLESS ACCOMPANIED BY REVISED DRAWINGS. SCALE: 1/4" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2011 City of Tukwila BUILDING DIVISION 1. EXISTING STEM WALL & FOOTING 2. NEW STEM WALL & FOOTING PER PLAN 3. #4 HORIZONTAL REINFORCEMENT PER STEM WALL DETAIL 4. DRILL & EPDXIED (2) #4 BARS TOP Sc BOTTOM OF STEM WALL, 5" MIN. EMBEDMENT TO EXISTING STEM WALL & 10" INTO NEW WALL EXPil ED RECEIVED OCT 20 2012 DEC 02 2011 PLAN VIEW PERMIT CENTER CONCRETE WALL AT EXIST WALL SCALE: N.T.S. b 11 3'8 w 1-- A EXPIRES 12/28/ ` PREPARED BY: PHONE: 253 -835 -1516 M 0 o oo 0, '4- O 0 L O 0 L- 0 0 rn 0 1() 253- 441 -4207 a W 0 P r-i 0--4 c2) �j W ›"14N W W onl LT.1 e r r.4 - J F rV oe W a. 00 C31 co co /BY: B.T. DATE: 11/28/11 CHECKED: J.K. SHEET NO. S2 JOB NO. 1s1-171AEi