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Permit D13-151 - BEUTLER RESIDENCE - ADDITION
BEUTLER ADDITION 3728 S 150 ST D13-151 Parcel No.: Address: Suite No: Project Name: City okukwila 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 9572500010 3728 S 150 ST TUKW BEUTLER ADDITION DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D13-151 05/17/2013 11/13/2013 Owner: Name: BEUTLER CARL & JUDY Address: 3728 S 150TH ST , SEATTLE WA 98188 Contact Person: Name: ZEN MCMANIGAL Address: 142 SW 202 ST , NORMANDY PARK WA 98166 Phone: 206-824-3935 Contractor: Name: OWNER AFFIDAVIT - CARLEA WHEELER Phone: Address: Contractor License No: Expiration Date: Lender: Name: SELF FUNDED - CARLEA WHEELER Address: 3728 S 150 ST , TUKWILA WA 98188 DESCRIPTION OF WORK: CONSTRUCTION OF 358 SQ FT ADDITION FOR BEDROOM. ORIGINAL APPLICATION (D12-336 WHICH EXPIRED BEFORE ISSUANCE) WAS FOR 240 SQ FT. Value of Construction: $42,165.24 Type of Fire Protection: Type of Construction: V -B Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $2,264.55 2009 22 **continued on next page** doc: IBC -7/10 D13-151 Printed: 05-17-2013 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 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: 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 construction or t to this permit. Signature: Print Name: 't does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating rmance offork. I am authorized t sign and obtain this development p,- ' 't and agree to the conditions attached Date: I /✓ i (Jhl /1/(/erP� 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: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D13-151 Printed: 05-17-2013 7: Notify the City of Tukwila Building Divisiihrior to placing any concrete. This procedurOn addition to any requirements for special inspection. 8: All wood to remain m placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be m conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 15: 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 D13-151 Printed: 05-17-2013 CITY OF TUK Community Develop Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pe t No• �" I,� 1 Project No. ' Date Application Accepted: Date Application Expires: (For office use only) 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 Site Address: .3-1 2-6 S • / SO King Co Assessor's Tax No.: Suite Number: New Tenant: Tenant Name: PROPERTY OWNER Name:0..h4 me: rc,c _ Name: 6 oiT-fiL, Ci State: 9 Zip: /961 Address: s 7 247 n / s 0-1-14/G' Email: 2....-A.,c %ryi c-1 h l y of Cd c:gl7/ G®,+4 City: .--ru iL_A State:l,/� , ,, Zip: /SO CONTACT PERSON — person receiving all project communication Name:0..h4 me: rc,c _ Address: / y a c� �A., 2Z- N° 57-- Ci State: 9 Zip: /961 Phone: nLY 3q Fax: 7.4c7/'L 67 g — 3 s9 t Email: 2....-A.,c %ryi c-1 h l y of Cd c:gl7/ G®,+4 GENERAL CONTRACTOR INFORMATION Company Name: Address: / 1 �(4,p — , Address: (�l `�( 1 City: State A Zip/pc,'"; ..Z.� Address: / y2....42 - "O City: State: Phone:7426 6' 3.;Fax,& d1 e' 3 gq6 Zip: Phone: Fax: -U[,8 Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line t2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Floor: ❑ Yes ..No ARCHITECT OF RECORD 1 /4 sjOG oft Company Name: /?52( Architect Name: .0er, /`' I ," : „/f�y€9 / /17 / 1 �(4,p — , Address: (�l `�( 1 City: State A Zip/pc,'"; ..Z.� Address: / y2....42 - "O City: /l/ 241 s(/J7' State: AA Zip: reg( 4 Phone:7426 6' 3.;Fax,& d1 e' 3 gq6 Email: 2,,,,1z_/yl,a/(/ fig,4 ap4, C©s"'1 State:/; q ENGINEER OF RECORD C Company Name: 4 3 r cd4„u66,2.j4/ 7 Engineer Name: /nn f tj`� / _l 'all CV' 'Cdr /) J . / 1 �(4,p — , Address: (�l `�( 1 City: State A Zip/pc,'"; ..Z.� Phone:Zoi, £j1 7 cgo7,r��Fax: Email: AA, /1,i�/7ay/leo&a, 1IPer4..Gfl0'. 1J LENDE ' . e ND ISSUED (required for projects $5,000 or greate ler ' W 19:27.095)= Na - : /„ /,/ ( //t/ (>'�, Address:. z -7028 /47_910-A_ ty — Ci- x)i /,4 State:/; q Zip: -U[,8 Page 1 of 4 BUILDING PERMIT INFORMATION - 206-431-3670, Valuation of Project (contractor's bid price : $ Z1I 0� �i ? Describe the scope of work (please provide detailed information): / /Zooms i7/ 770 /V) Will there be new rack storage? ❑ Yes . No Existing Building Valuation: $ iSeA-SC. C og- O/zl4 /N,4 -L%‘ PM -744 / TAP/'1 /C4` j / Odle 0/Z--33‘ 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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 0 No FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers Compact: Handicap: If "yes", explain: 0 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 materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System – For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicattons\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New .. Type of Construction per IBC Type of - Occupancy per IBC 1st Floor !� /°6 o Z 5'v it7 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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 0 No FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers Compact: Handicap: If "yes", explain: 0 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 materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System – For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicattons\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 bh Page 2 of 4 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 OW O UTHORIIZEED AGENT: „ Signature:MC- 44 ,.. Date: Print Name: i•/: f Day Telephone: 206 41522—`1 31 3 5 - Mailing Address: ( q L. S� 24 2 "° IJ10 r 0.4124C_ W if) 1(76 City State p H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 • 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.nov Parcel No.: 9572500010 Address: 3728 S 150 ST TUKW Suite No: Applicant: BEUTLER ADDITION RECEIPT Permit Number: D13-151 Status: ISSUED Applied Date: 05/02/2013 Issue Date: 05/17/2013 Receipt No.: R13-02250 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 07/31/2013 10:38 AM Balance: $0.00 Payee: CARLEA WHEELER TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. ACCOUNT ITEM LIST: Description 63.00 Account Code Current Pmts PLAN CHECK - RES • City of Tukwila 6200 Southcenter Blvd, Tukwila, WA 1 Finance Department 1321201-1 07/31/2013 BR1 T121 Wed Ju131,2013 10:44AM Trans#3-3 3 $63.00 DCDGEN - DCD Permits Plus - General Fund ID: CARLEA WHEELER PERMIT D13 151 1 ITEM(S): TOTAL: $63.00 Cash PAID $80.00 CHANGE DUE: $17.00 www.tukwilawa.gov 206-433-1835 uva.. isct.CIUt-UU 000.345.830 63.00 Total: $63.00 Printed: 07-31-2013 • 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.: 9572500010 Address: 3728 S 150 ST TUKW Suite No: Applicant: BEUTLER ADDITION RECEIPT Permit Number: D13-151 Status: APPROVED Applied Date: 05/02/2013 Issue Date: Receipt No.: R13-01667 Payment Amount: $1,710.20 Initials: WER Payment Date: 05/17/2013 04:11 PM User ID: 1655 Balance: $0.00 Payee: CARLEA WHEELER TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 1,710.20 RD Pmts Re -Dist OP .00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES PLAN CHECK - NONRES PLAN CHECK - RES STATE BUILDING SURCHARGE 000.322.100 000.345.830 000.345.830 640.237.114 Total: $1,710.20 1,705.70 -554.35 554.35 4.50 Prfnfarl• n5_17_9M3 • • 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.: 9572500010 Address: 3728 S 150 ST TUKW Suite No: Applicant: BEUTLER ADDITION RECEIPT Permit Number: D13-151 Status: PENDING Applied Date: 05/02/2013 Issue Date: Receipt No.: R13-01508 Initials: WER User ID: 1655 Payment Amount: $554.35 Payment Date: 05/02/2013 02:45 PM Balance: $857.35 Payee: MCMANIGAL & ASSOCIATES ARCHITECTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10498 554.35 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 554.35 Total: $554.35 D.infnd• !1� A9_9MQ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 - - (206) 431-367 Permit Inspection Request Line (206) 431-2451 D(3 -(SI Pro' ct: L eJ - r t::.� /�.(.b4 Ty f Inspec 'on: - - %fi e 2 =-As-, Address: _3/728 J .50 _ _St Date Called• I„ c.). (6 :A t A- Special Instructions: . . Date Wanted: a. p.m. Requester: Phone No: Approved per applicable codes. E J Corrections required prior to approval. COMMENTS: ,Q TMS ,)- i Inspe Date: -2 n REINSPECTION. FEE REQUI tED. Prior to next inspection, fee must be.. paid at 6300.Southcenter 1300., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 1)13— 15 ( INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project:Type Cff\ z_N�,r1� ,' of Inspection: Jy R( SLt. Address:Date 37 5� S 15v Si-- Called: Special Instructions: Date Want d O 1 t I U i i 2 ra m �p:m. Requestuter: Phone O(—U/ 5-010( 1pproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: Inspe or: h>eA Date: 1 3 REINSPECTION FEE R=QUIRED. Prior to/next inspection, fee must be p,Id at 6300 Southcente Blvd., Suite 10,.. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 Pr ct: r 6 �v -eI" A 1M.: T an Type of 1 s ction,;_.. � 't --- .1. F -EJ Lod J Addres . L Date Called; t Special Instructions: " Date Wanted: f f .�/ / 1 I P.m. Requester: re ( Phone No: v Approved per applicable codes.Corrections required prior to approval. COMMENTS: N ---t. C p 3 c tAc--C6ci` to re ( ()jii ... A Inspect r: Date ( ) r 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 INSPECTISN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Prosect:Type .P,)(e-r"Abi\.tia. o .Inspects n?. - it.► (1. Address: Date Called: Special Instructions: Z::7. .... Date Wanted:./1 "-A.M.- Requester: Phone No: .Approvm., yapci a 1 c COMMENTS: Corrections required prior to approval. CIC J €!"•J M a. Inspector: Date: I ig _L. \°T n REINSPECTION FEE REQUIRED. rrior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -4 -PD INSPECTION RECORD Retain a copy with permit)13 -15( INSPECTION NO. 'PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 0 Permit Inspection Request Line (206) 431-2451 Project: Jj4 %� /� /� p e Ort AAA 1 oA Type of Inspe�ctiio{i:/►/ ftMk( AV Z Ale gin c J l k:A/1e.A. � Address: `��- 3928 150 . Date Called: 74) Aa.eto / /-1-4/61.l Jr0 .,,S M dke 4 � i 4/ D/1 AR o f ov: f Q e Te I t or r \ Special Instructions: • Date Wanted: f 4 e Q_' e. `, Ci 6i-11--, I-1 / f I:,i nA4 e,0 411 5:i4 01 u i--th r ()b m. Requester: Phone No: '2,0 c -. S-19 _ 05 01 - Approved per applicable codes. Corrections required prior to approval. COMMENTS: L ,k ` 'D ?(-1/it, i/.S( (dr<: -n-40 O4 Z Ale gin c J l k:A/1e.A. � t n rho jr f.A• ,e.,•/-i4r -*e..1""e1' 74) Aa.eto / /-1-4/61.l Jr0 .,,S M dke 4 � i 4/ D/1 AR o f ov: f Q e Te I t or r \ AlP Pel/ pGJibJ`/.J -77J-r-- /A) l i `SP, j, c v f 4 e Q_' e. `, Ci 6i-11--, I-1 / f I:,i nA4 e,0 411 5:i4 01 u i--th r ()b (_I�n Insptor: '..&4()_ it Dat`: 49 — q — fi n REINSPECTION FEEERRQUIRED. 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 ?'1 3 '1 5 INSPECTION NO. PERMIT NO. C� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Q oject: 1_5 i ILK oil Type of nsp c ron: AT): LD D Date Called: JC�l� 6t � Special Instructions: ./7- Date Wanted: / o — 2 2/ — (3 /� m. l p.m. Requester: �''-" Ph' -one No: 0L* q Appro ved per applicable codes. Corrections required prior to approval. COMMENTS: NC-- f -6--k Insp ctor: Dat, REINSPECTION FEEREQUI ED. Prior to next inspection. fee must be paid at 6300 Southcenter 81 d., Suite 100. Call to schedule reinspection. 444 INSPECTION/NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project: I< (-)c r / & Q AEI Type of Inspection: - nspection:;I<(} dA, P iO )-/? Address !-t,r Date Called: Special Instructions: Date Wanted: a.m Requester: Phone No: Approved per applicable codes. COMMENTS: _l} Corrections required priorto approval:. �''-- r"_ f r e rte\= 0 0 n A <11: thy iia LiLk /F/ q UA Jr L�iAS r Or A.1 ce(T- .. tA-- r' r r pt t !, 1Z (e C \ Inspector: A Date: - v ...- n REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to sched.ute .reinspection: S 4,3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Dt3-/S/ ProjectType be uTL-€J---ik -z. Approved of Inspection: UNL 2- mo / A GC.(' �i M — v.ST�. 14---p (n11-. ocidr ;,1 sTil A id Add=e�y 2.8/ .50 r zsr Date Called: J`,r't .-.(o , 1 Z,I A--(\ 6 J ii D1t'`e-76' 1. (n 0 4‘,,t,,, . (0-.3 _ 144,0)\ A i „_:Lf (41' , . , <..Q„ -e, 0it c: ._/C,r-e_._r. .,‘f3R Special Instructions: Date Wanted: —/ /3 a.m. Requester: Phone No: —/--r _—/----- Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6 J t I V -S r. ee:Al--vA.00f-jATrs;e2 AA() ,S1"— &-f ,.5 1kC ic -- c=l eki` ida-r— A GC.(' �i M — v.ST�. 14---p (n11-. ocidr ;,1 sTil A id A.. ej ,5 o 71; AJo my re_ 74 A -JV ) 7-' ` A -1,J Iy rry i'l .i 1I � Afv J`,r't .-.(o , 1 Z,I A--(\ 6 J ii D1t'`e-76' 1. (n 0 4‘,,t,,, . (0-.3 _ 144,0)\ A i „_:Lf (41' , . , <..Q„ -e, 0it c: ._/C,r-e_._r. .,‘f3R °e .S c.I C. AJ le ,no i ik.1 .) L. cr AJ .3 ( .(_,) i, #e"�1�' (i `r. Inspecto�T Date � / 3 n 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 INSPEC ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 SouthcenterBlvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Jbi3_ 151 Proje„_ € U 1 ((f AOa�',0/1 Type Inspection: �N/Jy4� '` ,41 Address: 31 c... `- Date Cabled A� ' 136 Special Instructions: Date Wanted:a.m. 0_2-/j C` Requester: Phone No: 210(0— 1q —o5(°4 Approved per applicable codes. DCorrections required prior -to -approval. z COMMENTS: 0 pour I • Insp tor: Date/ O n REINSPECTION FEE REQ! RED. Prior to next inspection. fee must be paid at 6300 Southcenter givd,, Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit, INSPECTION/NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 1-- t 3 - Project: A ,Type of Inspection: - Address: _3`?g —I. i50`"St- Date Called: 1 4 ,--- SpeciaFtnstructions: Date Wanted•:„e '- w 3 la.rn. p.m. Requester: Phone No: izApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: A A Date ? ) _ 1 3 `---1 REINSPECTION FEE REQUIRtD'P Ir or to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tr 105' 25.0 EXISTING SHOP EXISTING DRIVEWAY • EXISTING . CARPORT EXISTING STORAGE 15.0 15.0 9.5 I. REVISIONS No changes shall be made to the scope. . : of work without prior approval of • - Tukvwita Building Division. Nr ::;: i^«i sionS will require a neve plan submittal 1 id may.inc ude additional piaci review fees. - l 57.5 5.0 EXISTING STEPS .EXISTING • HOUSE 34.0 5.5 PLANNING APPROVED No changes can be made to. these plans without approval from the Planning Division of DCD Approved By.: l S Date: FILE COPY Permit No. tO 3-15'1 Pi?!) review approval is subject to errors and omissions. of construction documents does not authorize :.ny adopted code or ordinance. ReceiBt5 NEW STEPS SEF'AR.ATE PERMIT i EQUIRED FOR: E K4echanical L iectrica1. Ii'PIIumbing I;reas Piping of Tukwila E I -DIVISION By Date: City Of Tukwila BUILDING DIVISION 105' , / NEW I/ / ADDITION % ;/ • %/ , 21.0 RECEIV CITY OF TUKWILA JUL 1 5 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 9 2013 A -S Wt - City of Tukwila BUILDING DIVISION No. 4068 REGISTERED RCHITECT Zenith L. McManig , Jr. STATE OF WAS. I �-GTON SITE PLAN MBCA MCMANIGAL & ASSOCIATES s ARCHITECTS, PLLC 142 SW 202ND SEATTLE, WASHINGTON 98166 T 206-824-3935 F 206-878-3896 PAGE 1 OF 4/16/2013 1/9/2013 (E) NEW 2/53 N N 4 (2) 2x6 ( (2) 2x6 (2) 2x6 HDR �� HDR (2) 2x6 HDR. 4x8 NDR — LEDGER, PER 2/53 (3) 2x8 TDR SEE NOTE 2, TYPICAL T- NEW ROOF FRAMING PLAN ,,1/4':I'-0' N NN PLAN NOTES WHERE NEW CONCRETE FOOTING OR STEM WALLS ABUT (E) CONCRETE, PROVIDE DOWELS #4 x 2'-0" TO MATCH HORIZ. REINFORCING, EMBED 5" IN EPDXY GROUT, %"o HOLE.. 2. SHEATH ALL EXTERIOR WALLS W/ Y" CDX PLYWOOD, ORIENT PERPENDICULAR TO STUDS. FASTEN W/ 8d © 6"oc AT ALL PANEL EDGES, 12"oc FIELD. BLOCK ALL PANEL WEDGES W/ 2x4 FLAT. 3. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF. SHEATHING TYPE, THICKNESS, AND NAILING. PROVIDE DOUBLE STUD AT ALL WINDOW AND DOOR OPENINGS; (1) KING STUD AND (1) TRIMMER. 1/52 5. TYPICAL CRAWL SPACE FOOTING: 18"x18"x9" W/ (2) #4 EA. WAY BOTTOM. PROVIDE P.T. 4x4 POST W/ (2) A35 CLIPS ® BASE AND AC OR ACE CAP. 6. PROVIDE P.T. 4x4 POST W/ ACE CAP. ATTACH POST TO CONCRETE STEM WALL W/ (2) 5/8"0 EXP. BOLTS, 4" EMBED. y (E) NEW 18'x24' CRAWL SPACE ACCESS W/ VENT SEE NOTE 1 LEDGER PER 1/53 23'-6' T IxI 1- 8'-0' MAX 8'-0' MAX MAX , A 1/53 SEE NOTE 5 SEE NOTE 1 41-01 L 4'-0' 1 IL >— Q 0 N 2x6 JOISTS 6116' O.C. J 2/51 V SEE NOTE 6, TYP. NEW CRAWL SPACE: -IS' MIN. CLEAR REQUIRED BETWEEN BOTTOM OF JOISTS AND GRADE -12' MIN. CLEAR REQUIRED BETWEEN BOTTOM OF BEAM AND GRADE -6 MIL VISQUEEN VAPOR BARRIER REQUIRED TI-IROUGI-TOUT, LAP 12' MIN. AT SPLICES AND EXTEND UP FOUNDATION WALL 12' MIN.. -R-30 BATT INSULATION REQUIRED - INSTALL TIGHT TO UNDERSIDE OF SHEATHING, UJIRE TIE INTO PLACE NEW FOUNDATION PLAN I/4':1'-0' RECEIVED CITY OF TUKWILA JUL 1 5 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE. APPROVED JUL 292013 City of Tukwila BUILDING DIVISION Wo. 4068 REGISTERED ARCHITECT Zenith L. cManiNGTON:aI,. Jr. STATE OF Wy S'x16' VENT, TYP: WITHIN 3'-0' OF CORNER OF BUILDING M MCMANIGAL & ASSOCIATES ARCHITECTS, PLLC 142 SW 202ND SEATTLE, WASHINGTON 98166 T 206-824-3935 F 206-878-3896 PAGE 3OF5 4/16/2013 1/9/2013 23'-6'. EQ. I0'-6' t 2 030 SLIDER 2 030 SLIDER EQ. X/ EQ. di, EQ. 030 SN EXISTING CRAFT ROOM EXISTING ,\\ STORAGE ��— UP' EXISTING REG ROOM 1 EXISTING PANTRY EXISTING DOOR H -NEW SD.. 4 GO ALARM EXISTING LIVING ROOM • NEW S.D. 4 CO . ALARM EXISTING KITCHEN ACCESS TO ATTIC O O EXISTING ENTRY EXISTING BATH CLOSET EXISTING MASTER BEDROOM JO J Q u- z3 NEW SD. 4'-0' NEW 3068 NEW BEDROOM COMBO ELECTRIC HEAT / AC UNIT NAND RAIL EQ. EQ. 1-1 CLOSET I, 1] 2468 3.068 OPENING 2 60' __ I -n 'v 1 / _ - BATH 2°6° i BIFOLD UP . 4xS HDR 4'-0' UP 5030 SLIDER �r- 13'-0' 61-6 LEGEND: EXISTING WALL NEW WALL FOR. [REVIEWED ODE COMPLIANCE APPROVED JUL 2 9 2013 City of Tukwila UILDING DIVISION NOTE: WINDOWS = PELLA 35 VINYL LOW E INSUL GLAZING WITH ARGON • `� PIo. 4068 REGISTERED RCHITE T �/. Zenith L. McMan „ r.. STATE OF WA - I ► TON EXISTING/ MCMANIGAL &ASSOCIATES RECEIVED ARCHITECTS, PLLC NEW PLAIITY OF TUKWILA 1/4'=11,0' JUL 1 5 2013 PERMIT CENTER 142 SW 202ND SEATTLE, WASHINGTON 98166 T 206-824-3935 F 206-878-3896 PAGE 5OF'5 4/16/2013 /\ 1/9/2013 SE ATE "E RED O 0 '.'e'' tali Iu EXISTING DRIVEWAY 105' 28.0 EXISTING SHOP EXISTING CARPORT EXISTING STORAGE 15.0 18.0 61 9.5 ® G: T "la [ UIGDI• ION 3728 S 150TH Perm tt mo. PitInFtp lfii m r®va I Approval of coon etis violadaPPro REVISIONS P°', r°'^ _`,-.`i 00 made to the scope . thnut prior approval of la Bui+ding Division. 'visions will require a new plan submittal and may include additional plan review fees. 51.5 5.0 EXISTING STEPS EXISTING HOUSE 34.0 c, s� b�ec•� 1 errors CdS No (AMMO Ctla ng plan Date 0 0 0 es APPRO moo wibho puna 0 0 dl not a oriz? ordi�na kc . Receipt 4ion of rCJFtetdd$Py, 0(k) /4 41,14 .4111 //r./ (1; MIMING DD rvimolik9 VED macie eSe ut approval from ® D ©Ca) 15.5 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila f';II.. DING DIVISION 105' 8.5 L Ln 8 NEW STEPS NEW ADDITION 21.0 D RECEIVED CITY OF TUKWILA maily 0 2 2013 PERMIT CENTER rri 01 0 P4 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 3 2013 jJ City o BUILDIN Tu mina VISION Zenith t. McManigal, 1 STATE OF WASHING SITE PLAN M&A MCMANIGAL & ASSOCIATES ARCHITECTS, PLLC 142 SW 202ND SEATTLE, WASHINGTON 98166 T 206-824-3935 F 206-878-3896 PAGE I OF S 4/16/2013 O yi c v see/ /2cr'rI X3.1; 117 Sc�tLz 7- !� RECEIVED CIT! OF TUKWILA M! 02 2013 PERMIT CENTER 5,3r1r c 0 -?a_ ECEiVl D CI TULA OCT 0 PE ` IT CEN A 2/53 (E) NEW (2) 2x6 HDR LEDGER, PER 2/53 1/52 y REVIEWED FOR ,CODE COMPLIANCE APPROVED (3) 2x8 HDR MAY 1 3 21313 City of Tukwila BUILDINz nIVIS ON INSPECTION FOR VERIFICATION OF DRILLED HOLES AND HOLE PREPARATION FOR EPDXY SHALL BE REQUIRED PRIOR TO INSTALLATION OF EPDXY AND RE -BAR (OR BOLTS IF APPLICABLE). INSPECTION SHALL BE INCLUDED WITH FOUNDATION OR CONCRETE INSPECTION. NEW ROOF FRAMING PLAN 1/4'.11-0' N PLAN NOTES (E) / NEW IS'x24' CRAWL SPACE ACCESS W/ VENT r__ SEE NOTE I LEDGER PER 1/53 18 1-0° T 1X1 SEE NOTE 1 WHERE NEW CONCRETE FOOTING OR STEM WALLS ABUT (E) CONCRETE, PROVIDE DOWELS #4 x 2'-0" TO MATCH HORIZ. REINFORCING, EMBED 5" IN EPDXY GROUT, 58"o HOLE. SHEATH ALL EXTERIOR WALLS W/ Y" CDX PLYWOOD, ORIENT PERPENDICULAR TO STUDS. FASTEN W/ 8d @ 6"oc AT ALL PANEL EDGES, 12"oc FIELD. BLOCK ALL PANEL WEDGES W/ 2x4 FLAT. 3. REFER TO GENERAL STRUCTURAL NOTES FOR FLOOR OR ROOF SHEATHING TYPE, THICKNESS, AND NAILING. 4. PROVIDE DOUBLE STUD AT ALL WINDOW AND DOOR OPENINGS; (1) KING STUD AND (1) TRIMMER. 5. TYPICAL CRAWL SPACE FOOTING: 18"x18"x9" W/ (2) #4 EA. WAY BOTTOM. PROVIDE P.T. 4x4 POST W/ (2) A35 CLIPS © BASE AND AC OR ACE CAP. 6. PROVIDE P.T. 4x4 POST W/ ACE CAP. ATTACH POST TO CONCRETE STEM WALL W/ (2) 5/"0 EXP. BOLTS, 4" EMBED. A 1/53 SEE NOTE 5 41-0' L 41-01 _J 1 - I x E 6l 8'-0' MAX 2x6 JOISTS 616 O.C. J SEE NOTE 6, TIP. 14'-0° J NEW CRAWL SPACE: - I8' MIN. CLEAR REQUIRED BETWEEN BOTTOM OF JOISTS AND GRADE - 12' MIN. CLEAR REQUIRED BETWEEN BOTTOM OF BEAM AND GRADE -6 MIL VISQUEEN VAPOR BARRIER REQUIRED THROUGHOUT, LAP 12° MIN. AT SPLICES AND EXTEND UP FOUNDATION WALL 12' MIN. -R-30 BATT INSULATION REQUIRED - INSTALL TIGHT TO UNDERSIDE OF SHEATHING, WIRE TIE INTO PLACE 8°x16' VENT, TIP. WITHIN 3'-0' OF CORNER OF BUILDING RECEIVED CITY OF TUK`NILA MAY 0 2 2013 PERMIT CENTER NEW FOUNDATION PLAN I/4'=1'-0' M&A MCMANIGAL & ASSOCIATES ARCHITECTS, PLLC 142 SW 202ND SEATTLE, WASHINGTON 98166 T 206-824-3935 F 206-878-3896 PAGE3OF5 4/16/2013 _ t. 7x1. 2‘g 7e a c -11e0 $,,L% C'v- 0 5-1" c % art. $cc/ 7/ RECEIVED CITY OF TUKWILA MAY 0 2 2013 PERMIT CENTER CITY OCT IT CEN �' 1 IS' -0° 5'-8' EXISTING CRAFT ROOM EXISTING \ STORAGE UP EXISTING REC ROOM EXISTING LIVING ROOM NEW S.D. 4CO ALARM EXISTING ENTRY EXISTING PANTRY EXISTING KITCHEN NEW S.D. 8 CO ALARM EXISTING DOOR — CLOSET =\./ 4068 IF. 4'-0° ACCESS TO ATTIC EXISTING f- ATH CLOSET EXISTING MASTER BEDROOM NEUJ 300 NEW S.D. NEW BEDROOM UP 1-1ANDRA I L 4x5 I-1DR COMBO ELECTRIC HEAT / AC UNIT — 4'-0° UP 4040 SL 14'-0° RECEIVED CITY OF TUKWILA MAY 0 2 2013 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 13 2013 City of Tukwila BUILDING DIVISION No. 4068 REGISTERED RCHITECT Zenith L. Mc f' anigal, STATE OF WASHI ►,� EXISTING/ NEW PLAN 1/41=1'-0' MCMANIGAL & ASSOCIATES ARCHITECTS, PLLC 142 SW 202ND SEATTLE, WASHINGTON 98166 T 206-824-3935 F 206-878-3896 PAGE 5OoF5 4/16/2013 - REVIEWED FOR CODE COMPLIANCE APPROVED SHEARWALL PER PLAN A35 PER SW SCHEDULE MAY 1 3 2013 LSL 11/4" RIMBOARD 2x6 P.T. PLATE WITH 5/8'10 X 10" ANCHOR BOLTS @ 32"oc. PROVIDE City of Tukwila BUILDING DIVISION BLOCK ONE JOIST BAY FULL—DEPTH @ 48"oc 8D @ 3"oc @ FLOOR SHEATHING / #4 @ 16"oc VERT. \ (ALT. HOOKS) HORIZ. 3x3x1/4 PLATE WASHERS. #4 @ 10"oc 1 iii [(2) AT TOP OF WALL] , / JOISTS PER PLAN 11 ' — ,,, 11 L BOTTOM OF BEAMS \a, 2'-6° MAX. •5 I. c 6mil PLASTIC / SEE 2/S1 FOR WALL 5" 6" 1 5" CONT. AND FOOTING CALLOUTS , (2) #4 (FOOTING RAINS] V )� Gravel or crushed stone drains shall extend at least 1 foot `- RECEIVED beyond the outside edge of the footing and 6 inches above \ CITY OF TU K `NIL A P the top of the footing and be covered with an approved , filter membrane material. Drainage tiles or perforated pipe shall be placed on a minimum of 2 inches of washed MAY 0 L 2013 gravel or crushed rock at least one sieve size larger than PERMIT CENTER the tile joint opening or perforation and covered with not ,= v` pA� less than 6 inches of the same material. Only approved ' 0� F wAs !; footing drain filter fabric "filter membrane" shall be the 4��`� o H (Th Ir-• excepted method placed over the top and side of the ! O ,% gravel or crushed rock covering the footing drain. (R405.1) All perforated pipe shall be laid with the - A �� AJP Engineering, Inc Beutler Addition �� perforations down. For building additions, new footing �0 pGcT x3 9 ww= Aaron Pambianco, SE Carlea and Scott Wheeler S 1 G�w URAL VN �' 1516 NW 60th St. 3728 South 150th St. ( drains shall tie into the existing buildings footing drains or-'SSIONA L EAG° Seattle, WA 98107 Tukwila, WA 98188 shall extend to a designed discharge drainage system. -- 4.22.2013 apambianco@ajpeng.com / , /As.... _/A.„.*,..- BLOCK ONE TRUSS BAY W/ 2x6 @ 48"oc (3) 16d FACENAIL AT BARGE RAFTER / OUTRIGGERS 2x4 @ 24"oc WITH (3) 16d TO TRUSS (3) 16d AT BLOCKS NOTCH GABLE END TRUSS OVER WALL FOR OUTRIGGERS SHEARWALL PER PLAN (5) 12d TRUSSES PER PLAN BRACES 2x4 @ 48"oc, NO STEEPER THAN 1:1 \ A34 EACH SIDE OF BRACE 3/4" = 1'-0" PANEL EDGE NAILING PER PLAN (8d @ 6"oc U.N.O.) BLOCK FULL—DEPTH (VENT PER ARCH'L.) PRE—MANUFACTURED TRUSSES PER PLAN H1 CLIP @ EA. IRUSS ' (HEADER AT SOME LOCATIONS) A35 @ 24"oc WALL FRAMING PER GENERAL NOTES 3/4" RE EVVED FOR CODE COMPLIANCE APPROVED MAY 1 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK'NILA MAY 0 2 2013 PERMIT CENTER AP Engineering, Inc Aaron Pambianco, SE 1516 NW 60th St. 4.22.2013 Seattle, WA 98107 apambianco@ajpeng.com Beutler Addition Carlea and Scott Wheeler 3728 South 150th St. Tukwila, WA 98188 52 FLOOR FRAMING PER PLAN . IF JOIST ARE NOT ORIENTED AS SHOWN, PROVIDE FULL DEPTH BLOCKING TO ACCOMMODATE OPPOSING HDU2 INTERIOR PARTITION WALL. FRAME PER GENERAL NOTES. 2x6 LEDGER W/ (2) 10d @ 16"oc. LUS26 HANGER FLOOR FRAMING PER PLAN 5/g" EXP. BOLTS @ 32"oc. - 'i PROVIDE 3x3x)" PLATE WASHERS. (2)HDU2 OPPOSING HOLDOWNS @ 6'-0"oc. SHIM JOIST AS NECESSARY. (E) FOUNDATION SEE 2/S1 FOR WALL AND FOOTING CALLOUTS 1 CS16x30" @ 24"oc W/ FULL 10d NAILING (E) ROOF FRAMING 8d @ 6"oc 2x6 FLAT BLOCKING TO RECEIVE STRAP EXISTING CEILING / REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 3 2013 City of Tukwila BUILDING DIVISION 2x6 LEDGER W/ (3)10d @ EA, STUD H— TRUSSES PER PLAN 2 RECEIVED CITY OF TUKWILA mg 0 2 2013 PERMIT CENTER AJP Engineering, Inc Aaron Pambianco, SE 1516 NW 60th St. 4.22.2013 Seattle, WA 98107 apambianco@ajpeng.com Beutler Addition Carlea and Scott Wheeler 3728 South 150th St. Tukwila, WA 98188 S3 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE (2009 EDITION), & SEATTLE BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE. 2. DESIGN LOADING CRITERIA: FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF ROOF SNOW LOAD (Pf) 25 PSF 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK AND DETERMINE THE LOCATION OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION, AND NOTIFY ARCHITECT OF DISCREPANCIES AND CONFLICTS. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON- TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON - CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. A. CONNECTOR PLATE WOOD ROOF TRUSSES APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. REVIEWED 1 -OR CODE COMPLIANCE APPROVED MAY 1 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK'NILA Y 0 2 2013 PERMIT CENTER GEOTECHNICAL 8. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2,000 PSF LATERAL EARTH PRESSURE 35 PCF RENOVATION 9. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. A. ALL NEW OPENINGS THROUGH EXISTING CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE OR MASONRY, THREADED BARS INTO THREADED EXPANSION INSERTS IN THE EXISTING TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 10. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON- DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON- STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. AJP Engineering, Inc Aaron Pambianco, SE 1516 NW 60th St. 4.22.2013 Seattle, WA 98107 apambianco@ajpeng.com Beutler Addition Carlea and Scott Wheeler 3728 South 150th St. Tukwila, WA 98188 CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 318-02. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING'STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES 1 1/2" ANCHORAGE 15. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE "STRONG -BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ER 1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. 16. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ER 1772. WOOD 17. FRAMING LUMBER SHALL BE KILN DRIED OR MC -15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: REVIEVV�" rOR CODE COMPLIANCE APPROVED MAY 132013 City of Tukwila BUILDING DIVISioN JOISTS: (2X MEMBERS) HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI STRUCTURAL LIGHT FRAMING: DOUGLAS FIR NO. 2 (INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI BEAMS AND STRINGERS: DOUGLAS FIR NO. 1 (INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FC = 1000 PSI POSTS AND TIMBERS: (6X6 AND LARGER ) STUDS, PLATES & MISC. FRAMING: 2X6 STUDS AND PLATES: 2X AND 3X T & G DECKING DOUGLAS FIR OR HEM -FIR STANDARD GRADE HEM -FIR NO.3/ STUD GRADE HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1350 PSI RECEIVED CITY OF TUKWILA MAY 0 2 2013 PERMIT CENTER AJP Engineering, Inc Aaron Pambianco, SE 1516 NW 60th St. 4.22.2013 Seattle, WA 98107 apambianco@ajpeng.com Beutler Addition Carlea and Scott Wheeler 3728 South 150th St. Tukwila, WA 98188 55 CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 12. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 13. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 318-02. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3" B. ALL OTHER SURFACES 1 1/2" ANCHORAGE 15. EXPANSION BOLTS INTO CONCRETE AND GROUTED MASONRY UNITS SHALL BE "STRONG -BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON COMPANY AND INSTALLED IN STRICT ACCORDANCE WITH ICC ER 1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. 16. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY AND BUILDING DIVISIO INSTALLED IN STRICT ACCORDANCE WITH ICC ER 1772. WOOD REVIEWED FOI CODE COMPLIAN APPROVED MAY 1 3 2013 City of Tukwila 17. FRAMING LUMBER SHALL BE KILN DRIED OR MC -15, AND GRADED AND MARKED IN CON- FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEMBERS) STRUCTURAL LIGHT FRAMING: (INCL. 3X AND 4X POSTS) BEAMS AND STRINGERS: (INCL. 6X AND LARGER) POSTS AND TIMBERS: (6X6 AND LARGER ) STUDS, PLATES & MISC. FRAMING: 2X6 STUDS AND PLATES: 2X AND 3X T & G DECKING HEM -FIR NO. 2 MINIMUM BASE VALUE, FB = 850 PSI DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, FB = 900 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FB = 1350 PSI DOUGLAS FIR NO. 1 MINIMUM BASE VALUE, FC = 1000 PSI DOUGLAS FIR OR HEM -FIR STANDARD GRADE HEM -FIR NO.3/ STUD GRADE HEM -FIR COMMERICAL DEX, MINIMUM BASE VALUE, FB = 1350 PSI RECEIVED CITY OF TUKWILA Y 0 2 2013 PERMIT CENTER AP Engineering, Inc Aaron Pambianco, SE 1516 NW 60th St. 4.22.2013 Seattle, WA 98107 apambianco@ajpeng.com Beutler Addition Carlea and Scott Wheeler 3728 South 150th St. Tukwila, WA 98188 56 :3E 18. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: A. TOP CHORD LIVE LOAD 25 PSF B. TOP CHORD DEAD LOAD 10 PSF C. BOTTOM CHORD DEAD LOAD . . . . 5 PSF D. TOTAL LOAD 40 PSF WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCT- STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 19. PLYWOOD SHEATHING SHALL BE GRADE C -D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE USED IN LIEU OF PLYWOOD. A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20. C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING. 20. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF A ROOF OR SAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES, AND COLUMNS. 21. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN- LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA- SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI- MUM OF 1.8502 ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" OR " I UT" SERIES JOIST HANGERS. 22. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6D 8D 1OD 12D 16D LENGTH 2" 2-1/2" 3" 3-1/4" 3-1/2" DIAMETER 0. 113" 0. 131" 0. 148" 0. 148" 0. 162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUC- TION) FOR REVIEW AND APPROVAL. FOR >„L.;MP''_.IANCE '6'13 city 2f Tukwila DIVISION RECEIVED CIITY OF TUKWILA ¥ 0 2 2013 PERMIT CENTER AP Engineering, Inc Aaron Pambianco, SE 1516 NW 60th St. 4.22.2013 Seattle, WA 98107 apambianco@ajpeng.com Beutler Addition Carlea and Scott Wheeler 3728 South 150th St. Tukwila, WA 98188 57 Project: Structural Engineer: STRUCTURAL CALCULATIONS Beutler Addition 3728 South 150th St. Tukwila, WA 98188 Aaron Pambianco, P.E. 1516 NW 60th St. Seattle, WA 98107 tel. 206.459.4075 fax. 206.324.2158 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 13 2013 City of Tukwila BUILDING DIVISION Aaron Pambianco, P.E. Architect: Zen McManigal McManigal & Associates Architec 142 SW 202nd Seattle, WA 98166 Issue: Permit 4/12/2013 Me copy Dia- 1s1 RECEIVED CITY OF TUKWILA MAY 0 2 2013 PERMIT CENTER 4/13/2013 Page of Gosle F 'attley C1rvr, St 14 Ht• 41,r1 St. ©201 3 Google Address 3728 S 150th St Beutler Addition Tukwila, WA 98188 $ 1 46t11 St 7/ O. Vallwww Le) Sewer Dii'..tral ti 14801 nf /he.Rrl Cl'if-1`,11.11.411:y .70 C's Clnro Traveitiage Aron ttont) 3 160th St UniGn 76 Grf:11 Sear ts..) 7./ Motod I In TrwoIF-tc. Pizza Hilt )1 3 148111St Southcenier Slvd t"' 3 150th 31 • S 1451h SI 3 152nd 11 146t1-1 St •ra 51 150111 St S5 UCen€r SIVO Map data ©201 3 Google Design Criteria 2009 International Building Code (IBC) Gravity Roof (psf) Tile shingles 1/2" PIy-wood 2x12 @ 24" o.c. 2x6 @ 24" o.c. 5/8" Gyp. -Board Insulation Misc. Dead Load Snow load Total Aaron Pambianco, P.E. 2.5 1.5 2.2 1.1 2.8 0.7 1.5 Floor 3/4" Ply -wood 2x10 @ 16" o.c. 5/8" Gyp. -Board Insulation Misc. 12.3 Dead Load 25.0 Live load 37.3 Total (psf) 2.3 2.8 2.8 0.7 1.5 10.1 40.0 50.1 Exterior Walls Wood Siding 1/2" PIy-wood 2x6 © 16" O.C. Insulation 1/2" Gyp. -Board Misc. Dead Load 9'-0" Wall (psf) 2 1.5 1.7 0.7 2.2 1.5 9.6 86.4 4/13/2013 Page of Beam Design 4/13/2013 L, Ix: length (ft.) Wx: weight (klf) M: moment (kft) fb: bending (ksi) V: reaction/shear (k) P: point load (k) Fir. Joist 2x16 @ 16"oc L= 7.5 ft w= 0.07 klf E= 1.3. 1= 20.8 in4 V=Ri= 0.3 k fv= 46 psi S= 7.6 in3 Mmax 0.5 kft fb= 0.75 ksi A= 8.3 in2 Amax= 0.18 " = 1/ 510 Flr. Beam 4x8 supported @ 8'-0"oc L= 8 ft w= 0.35 klf E= 1.8 1= 111.1 in4 V=Rt= 1.4 k fv= 83 psi S= 30.7 in3 Mmax= 2.8 kft fb= 1.10 ksi A= 25.4 in2 Amax= 0.16 " = 1/ 595 Rf. Header (2) 2x8 L= 4 ft w= 0.42 klf E= 1.3 1= 95.3 in4 V=Ri= 0.8 k fv= 58 psi S= 26.3 in3 Mmax= 0.8 kft fb= 0.38 ksi A= 21.8 in2 Amax= 0.02 " = 1/ >1000 Aaron Pambianco, P.E. wi A R, L wt A AR 1 w, A A R, L A 4/13/2013 Page of 10-01-2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director ZEN MCMANIGAL 142 SW 202 ST NORMANDY PARK WA 98166 RE: Permit No. D13-151 BEUTLER ADDITION 3728 S 150 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, 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 11/16/2013. 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 fmal 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 11/16/2013, 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. D13-151 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 SPERMIT COOED COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-151 DATE: 07/15/13 PROJECT NAME: BEUTLER ADDITION SITE ADDRESS: 3728 S 150 ST Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # 1 after Permit Issued DEPARTMENTS: /60— Building Division brit /A - Public Wo ks Fire Prevention Structural -?)\1\ A -f - -t tp-(3 ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ly:1 Comments: DUE DATE: 07/16/13 Incomplete ❑ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 08/13/13 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit; Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: • PROb CO' . COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-151 DATE: 05-02-13 PROJECT NAME: BEUTLER ADDITION SITE ADDRESS: 3728 S 150 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # _ Revision # After Permit Issued DEPARTMENTS: eding on * (• —40-13 blic Works /CM cm -0 91\ It'd OC. Fire Prevention Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-07-13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 06-04-13 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PROJECT NAME: kokkleAr-%/A- Uhh PERMIT NO: r.(S SITE ADDRESS: i2� C, ORIGINAL ISSUE DATE: CN t.'1`�3 REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF, INITIALS 1 Di hs ite2, C . 7-31-13 Summary of Revision: j Si I' pti (,i a 0� 4 ,n 1 V bc. PU\ Received by: �a,�l 6 )heee REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION City of Tukwila SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 13 Plan ChecWPermit Number: pis ( � Response to Incomplete Letter # Response to Correction Letter # +1t7vitE Abv Revision # 1 after Permit is Issued JUL 1 5 20 Revision requested by a City Building Inspector or Plans Examiner 13 '°FRIIAIT CENTEh Project Name: 0 C.0-1--1,5-11- ij t (ppo) Project Address: 3 Zi ' .5. 1 go lla- c 4ppZ`(- � 41' Contact Person: 2-0"3 /14 e- � G,�-e._ Phone Number: �' O� S Summary of Revision: A490 S (_G " -r' Oo,J -1-� 34. gAT-44+ G (sem O /.oer;AA "400 i oc=.l,L e44-44 J'i vb 4 rA 62-E-41(5(0&) t) 3P-CE-ATEV S (e -re -s J'4hrs Hi-oA^ 61-.44 ( r Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit l ICen ejr by: mi _ Entered in Permits Plus on V 1110 1� H:\Applicationst.Forms-Applicntiens On Line\20I0 App!ications`? 2n I0 - Revision Suhmittal doe Revised: May 2011 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ ci.tukwila.wa.us Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON) ) ss. COU ►'''' • F KING ge(,�� , states as follows: [please print name] PERMIT NO: bt.S— l5 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number /-2, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that ight It •rwise h ve under stat- aw in any decision to engage an unregistered contractor to perform co : ructio ' . • rk. Owner/Owner's Agent* Signed and sworn to before me this day of ,2013. I\ •T • ' Y PUBLIC in and for the State of Washington C Residing at Name as commissioned: My commission expires: , County M 1 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homesrthat were manufactured or sold by the mobile/titi$ ufacture''d'home dealer or manufacturer; to+!; ,5 90,,t +sf- ‘ ` ' �4 ,?` a4`t °-+' reg i 1/A w !' • ., 18. An entity wlifill�dl'ds a.valid •electrical contractor's license underchake 19.28 RCW tl'rat employs a certified journeyman elect?ician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chaptert1g,28 RCW„foperform plumbing work that is incidentallys,dir ctly;.'and;immediately appropriate to theillsrliajpdf replacement of a household appliance or other sm211`•houseliold utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions.